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HomeMy WebLinkAbout11220 W. 45th Avenue41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 1. 1"". o Job Address: Permit Number: in LJ i', P1 , . No one available for inspection: Time )-AM/PM Re -Inspection required: OYPS/ No When corrections have been made, schedule for re -inspection online at. http:lAvww.ci.wheatridge.co.usVinspection Date: —inspector: DO NOT REMOVE THIS NOTICE NOTE: UNLESS OTHERWISE NOTED, ALL CODE REFERENCES BELOW ARE TO THE: 2015 IECC CLIMATE ZONE: 56 AS SHOWN IN TABLE: C301.1 FOR BUILDINGS WITH OVERALL WINDOWS AND GLAZED DOOR OPENINGS TOTALING 10% OR LESS OF THE GROSS ABOVE -GRADE WALL AREA. TING DEGREE DAYS 5932 COOLING DEGREE DAYS: 1082 PROVIDED ARE AS REQUIRED TO PASS COMCHECK COMPLIANCE SOFTWARE FOR THE: ROOF: ALL WOOD JOIST / TRUSS: R-38 WALL: WOOD FRAMED: R-21 FLOOR: ALL WOOD JOIST / TRUSS: R-38 U -FACTOR FOR WINDOWS: DUAL PANE/ LOW -E GLASS = 0.49 SHGC FOR WINDOWS: DUAL PANE/ LOW -E GLASS = 0.25 U -FACTOR FOR DOORS: STEEL DOOR = 0.20 LIGHTING CONTROLS: OCCUPANT SENSOR CONTROLS FOR INTERIOR LIGHTING. PHOTOCELL CONTROLS FOR EXTERIOR LIGHTING GENERAL LIGHTING: LED LIGHT WITH 4800 LUMEN LIGHT MODULE EXTERIOR LIGHTING: WALL MOUNTED LED LIGHT MODULE ON PHOTOCELL 4C EFFICIENCY: SPLIT SYSTEM GAS HVAC UNITS: 12.00 SEER TER HEATING COMPONENTS TO COMPLY WITH SECTION C404 CONTROLS: PROGRAMMABLE THERMOSTAT WITH OCCUPANT OVERRIDE PER C403.2.4.1 2015 IECC AIR VENTILATION RATE OF: 50.2 CFM PER EQUATION 4-1 AND TABLE 403.3.1.1 OF THE 2015 IECC DUCT INSULATION: WHERE DUCTING IS USED, DUCTS SHALL BE SEPARATED FROM THE BUILDING EXTERIOR BY A MINIMUM OF R-8 INSULATION. (NOTE: DUCTING USED BY PALOMAR HAS A MINIMUM R -VALUE OF 5.6, AND IS CONTAINED WITHIN THE BUILDING ENVELOPE.) DUCT SEALING: DUCTS ARE TO BE SEALED IN ACCORDANCE WITH C403.2.9 OF THE 2015 IECC ROOF: GALVALUME N DATA PLATE(S) TO BE INSTALLED ON THE COVER OF THE ELECTRICAL DISTRIBUTION PANEL AS NOTED ON SHEET A-2. ECALS TO BE INSTALLED ON THE REAR END, ON THE LOWER LEFT-HAND CORNER OF MODULES WITH METAL SIDING. JILDINGS WITH SIDINGS WHICH ARE TO BE PAINTED AS A PART OF ROUTINE MAINTENANCE, THE DECALS ARE TO BE DCATED ON THE REAR END WALL OF THE MODULE, NEAR THE MATELINE, ABOVE THE SUSPENDED CEILING TILE. JILDING WITH PAINTABLE SIDINGS AND HARD CEILINGS ARE TO HAVE THE DECALS LOCATED AS NOTED ON A-2. I SPECIAL CONDITIONS I AND / OR LIMITATIONS: NOTE: MATERIALS WHICH EQUAL OR EXCEED THOSE SPECIFIED MAY BE SUBSTITUTED. NOTE: BUILDING IS TO BE LOCATED A MINIMUM OF 10 FT. FROM PROPERTY LINE OR ASSUMED PROPERTY LINE. PORTABLE FIRE EXINGUISHERS TO BE PROVIDED AND INSTALLED BY OWNER DRINKING FOUNTAIN WILL BE PROVIDED ON SITE BY OWNER. TEMPERATURE OF WATER AT LAVATORIES TO BE ERED THROUGH AN APPROVED DEVICE CONFORMING TO 1070 JACCESSIBILITY REQUIREMENTS: NDICAN ACCESSIBLE RAMP TO BE INSTALLED OTHERS IN ACCORDANCE WITH THE A.D.A. IDELINES. DESIGN CRITERIA: CODES: 2018 IBC 2018 IPC 2018 IMC 2017 NEC 2018 IFGC 2015 IECC ICC/ANSI A 117.1-2013 OCCUPANCY CLASSIFICATION: B OCCUPANCY CATEGORY: II CONSTRUCTION TYPE: V -B APPLIANCE FUEL TYPE: L.P. GAS DESIGN LOADS: ROOF LIVE LOAD: 20 PSF FLOOR LIVE LOAD: 50 PSF CONCENTRATED FLOOR LOAD: 2000 LBS GROUND SNOW LOAD: 30 PSF ROOF SNOW LOAD: 30 PSF WIND SPEED Vult: 139 MPH ^ WIND SPEED asd: 105 V EXPOSURE: C SEISMIC DESIGN CATEGORY: B BUILDING AREA: 420 S.F. OCCUPANT LOAD: OCCUPANT AGE GROUP: 5 ADULT 18+ YEARS O DRAWING INDEX. SHEET COVER SHEET / SPECIFICATIONS A-1 FLOOR PLAN A-2 EXTERIOR ELEVATIONS A-3 CROSS-SECTION A-4 INTERIOR ELEVATIONS A-5 BLOCKING & TIE -DOWN LAYOUT S-1 CHASSIS LAYOUT S-2 FLOOR FRAMING LAYOUT S-3 ROOF FRAMING LAYOUT S-4 RAFTER DETAILS S-5 RIDGE BEAM CONSTRUCTION S-6 DWV & WATER SUPPLY SYSTEMS M-1 GAS SUPPLY SYSTEM M-2 CEILING GRID / HVAC LAYOUT M-3 HVAC PLATFORM LAYOUT M-3.1 LIGHTING SCHEMATIC E-1l�\/ POWER DISTRIBUTION SCHEMATIC E-2 ELECTRICAL LOAD CALCULATIONS E-3 • EAGLE CREEK OFFICE S/N:2199 M m N � J Wco p (n m Q X X w F_ O ~ rn W U O V rn ¢ Q �a r z O F- LU w U U U LL LL LL LL 0 0 0 0 0) T w U v - (n LLJ w n N Q� iE — z w Lu w o in = J z Lu O U SHEET No. A-1 .0 0 K) OF 9'-7 1/4" * 3040 50'-0" 8' 15 3/4'-6 7 8'-0" 8'-0" 8'-0" 14 / 2 3040 3040 3040 3040 J J J J * 3040 3040 \ ) CALLOUT E.P. \DATA DOOR LEGEND I FINISH STYLE BOX PLATE NOMINAL SIZE MATERIAL 3 � 3 GLAZING NOTES 3/0x6/8 3'-0" x 6'-8" 18ga. STEEL DOOR LEVER / PANIC 6x27 SEE ORDER CD CD 3'-0" x 6'-8" PRE—FINISHED SOLID CORE LEVER, KEYED NONE SEE ORDER THRESHOLDS AT DOORS 00 _00 OFFICE 1 WORK AREA 1 WORK AREA 2 WORK AREA 3 OFFICE 2 EXCEED 1/2", AND ARE TO BE BEVELED IF IN EXCESS OF 1/4" 102 SF 41 SF 41 SF 41 SF 153 SF o 2x4s ON 2x6 EXTERIOR WALLLS. r 2Q — DENOTES 2—EA. 2x4's AND 1—EA. 3" WIDE x 3/0x6/8 w m m o 26ga. STRAP AT END OF EACH SIDEWALL FASTENED„ * 3040 3040 \ ) WINDOW LEGEND CALLOUT NOMINAL SIZE DOOR LEGEND I FINISH STYLE CALLOUT NOMINAL SIZE MATERIAL HARDWARE GLAZING NOTES 3/0x6/8 3'-0" x 6'-8" 18ga. STEEL DOOR LEVER / PANIC 6x27 SEE ORDER 3/0 3'-0" x 6'-8" PRE—FINISHED SOLID CORE LEVER, KEYED NONE SEE ORDER THRESHOLDS AT DOORS NOT TO EXCEED 1/2", AND ARE TO BE BEVELED IF IN EXCESS OF 1/4" WINDOW LEGEND CALLOUT NOMINAL SIZE LIGHT VENT MATERIAL I FINISH STYLE GLAZING 3040 36" x 48" 10.51 5.25 VINYL I WHITE ? J SINGLE HUNG I DUAL / CLEAR / LOW—E UENU I E5 SHEAK WALL LUUAI IUN (10' IN LENGTH ON ENDWALLS, AND 12' IN LENGTH ON SIDE WALLS) Ql — DENOTES 3—EA. 2x4's AND 1—EA. 3" WIDE o 1 x 26ga. STRAP AT MATE—LINE FASTENED W/ N o 11 — 1 1/2" x .140 NAILS EACH END OF �2 u v` EACH STRAP. INSTALL 2x6's IN PLACE OF o 2x4s ON 2x6 EXTERIOR WALLLS. r 2Q — DENOTES 2—EA. 2x4's AND 1—EA. 3" WIDE x w m m o 26ga. STRAP AT END OF EACH SIDEWALL FASTENED„ V) z Y W/ 11 — 1 1/2” x .140 NAILS EACH END OF wJ t a � 3 o a v W EACH STRAP. INSTALL 2x6's IN 2x6 WALLS. Q m U L J K a m 2 Mo 3Q — DENOTES COLORADO DOH LABEL LOCATION O (i 0 WO z 0 d 0 M zm Provide toilet facilities within 500 feet of office trailer. (2012 IPC 403.3.3) 0 0 0 0 W K � N R Provide accessible ramp to office trailer entrance complying with ICC A117.1-2009 section 405. w N 2 J ?i L_ FLOOR PLAN SHEET No. 1 SCALE: 1/4" = P-0" A �� 4 U g I N O c Oo�a� :E $ �t h FTI I z= CM � x n^ R � S 12 p ��€ 2.25 12 50'-0" I 2.25 REAR ELEVATION } ❑ m a 0 a V)i w 0 z � LEFT ELEVATION RIGHT ELEVATION L o z o � M w m w zY r QO Q W Q U J � S V)Q-10 O W Q Z O _O af O _ W J O U O Q a0 l U w 0 W J S O Lj W ?� � 50'-0" 0Ln¢ W_ Q� W N W r W h V)City Of ww � FRONT ELEVATION 3 1 Wheat Ridge SHEET No. Building Divison A-3 OSTANDARD PAD ON GRADE, ABS BASE WITH CMU BLOCK OM12x11.8 FRAME RAILS CONFORMING TO ASTM A529-50 OWOVEN POLYETHELYENE BOTTOM BOARD OSKIRTING INSTALLED ON SITE O2-200 #3 SYP MIN. FLOOR RIM JOISTS O2x10 # 2 SYP MIN. FLOOR JOISTS AT 16"o.c. OR-30 INSULATION IN FLOOR CAVITY ® 3/4" T&G ADVANTECH DECKING OVINYL COMPOSITION TILE THROUGHOUT OSIDEWALL STRAPPED TO FLOOR WITH 1 1/2" x 30go 1 GALV. STRAPS AT 32"o.c. FASTENED WITH 6-16go STAPLES EACH END OF EACH STRAP 1 1 2x6 #3 SYP MIN. BOTTOM PLATE 12 R-19 INSULATION IN EXTERIOR WALLS 7/16" RATED SHEATHING OSB UNDER A WEATHER—RESISTIVE 13 BARRIER CONFORMING TO 1404.2 OF THE 2018 IBC FASTENED WITH 8d NAILS AT 4"o.c AT EDGES, 6"o.c. IN FIELD 14 2x6 #2 SYP MIN. STUDS AT 16"o.c. 15 EXTERIOR STEEL SIDING CONFORMING TO TABLE 1405.2 OF THE 2018 IBC 16 R-11 INSULATION IN INTERIOR WALLS 1 ] 2x4 #2 SYP MIN. AT 16"o.c. INTERIOR WALLS 1 g VINYL CLAD 5/8" TYPE 'X' GYPSUM WALLBOARD. j 9 2-2x6 #3 SYP MIN. EXTERIOR WALL TOP PLATES ZO SUSPENDED GRID ACOUSTIC CEILING Z 1 POLY NETTING ON BOTTOM OF RAFTERS 22 2-2x4 #3 SYP MIN. INTERIOR WALL TOP PLATES ROOF STRAPPED TO SIDEWALL TOP PLATE w/ 1 1/2" x 12" 309a GALV. STRAPS AT 48"o.c. FASTENED w/ 6-16go STAPLES AT EACH END OF EACH STRAP. Z4 NOT USED Z5 R-38 INSULATION IN RAFTER CAVITY, ALLOW INSULATION TO DRAPE INTO POLY—NETTING TO FULL DEPTH 26 2x10 #2 SYP MIN. ROOF RIM JOIST CUT TO FIT SLOPE 2] 2x10 #2 SYP MIN RAFTERS AT 24"o.c. 28 7/16" OSB RATED SHEATHING, FASTENED WITH 8d NAILS AT 4"o.c. EDGES AND 6"o.c. FIELD, UNDER 15# FELT PAPER 29 Ga. PAINTED ROOFING PANELS CONFORMING OTO ASTM A 792 AZ50 PER TABLES 1507.4.3(1) 29 FASTENED PER MFG.'S INSTALLATION INSTRUCTIONS FOR INSTALLATION IN HIGH WIND ENVIRONMENTS 30 ROOF FASTENED TO TOP PLATE OF INTERIOR WALLS WITH 5/16" x 3-1/2" LAG SCREWS AT 72" O.C. 31 HALF WALL BETWEEN WORK AREAS 1? NOTES: 1. CRAWL SPACE TO BE VENTILATED IN ACCORDANCE WITH 2018 INTERNATIONAL BUILDING CODE SECT. 1203.3.2 INSTALL SO AS TO PROVIDE CROSS—VENTILATION OF CRAWL SPACE. INSTALL MIN. 18" x 24" ACCESS PANEL IN SKIRTING. 2. BLOCK HEIGHTS SHOWN ARE TYPICAL. ANY BLOCK STACKS, OTHER THAN AT MATELINES, REQUIRING MORE THAN THREE 8" x 8" x 16" BLOCKS MUST BE DOUBLED. THIS DOES NOT CHANGE ANCHORING LOCATIONS OR QUANTITIES. 3. FRONT CROSS—MEMBER IS FULL DEPTH I—BEAM (SAME AS CHASSIS) HITCH / COUPLER IS VENTURE OR EQUIVALENT 30,000# MIN. RATED TIRES ARE 8 x 14.5, 8—ply, 2805# MIN LOAD RATING FRAME PAINT IS EMULSION BASE PAINT OUTRIGGERS AND U—CHANNEL CROSS—MEMBERS ARE 14 ga. MIN. OUTRIGGER SIZES: 11'-10" FLOOR — 7" x 16" OUTRIGGER 4. METAL ROOF AND WALL PANELS TO BE FASTENED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE APPROPRIATE WIND SPEED FOR THE BUILDINGS INSTALLATION LOCATION (SEE SHEET A-1). 5. BUILDING DOES NOT HAVE AN ENCLOSED RAFTER CAVITY, THEREFORE DOES NOT REQUIRE A VENTED ATTIC SPACE. PRODUCTION HEIGHT: 14'-4" TRANSPORTATION HEIGHT: 15'-6" 1 CROSS SECTION SCALE: 3/8" = 1'-0" oOl N z 0 M w ..m J 690 0 Ld N 2 Y Lil J W Q U OJ K S DcnaOc� 0 0 o_ oz0fo W J O O U O p I a - C -) O Vjtn 3:.6 Ln 0La ir Q u— Lj Q U N = J 3 Li SHEET No. A-4 04 rn 8'-0" 8'-0" 8'-0" B'-0" 8'-0" 8'-0" 1'-0" BLOCK SPACING r T AT I -BEAMS (TYP) -"'-I 11=1 11=11 FI I I EI I I=11 EI 1I- -L-IL- 'LIIEII Illlhlirl - =1I =11 16 iTi==u l 12x11.8 FRAME TIE w/HOOK 5 45' ANGLE TYPICAL TIE -DOWN DETAIL CHASSIS M1201.8 FRAME RAIL I ,- FRAME CLIP -� NSTALL WOOD PAD BETWEEN CAP BLOCK AND FRAME OF BUILDING ,J�: P BLOCK OF ABOVE GRADE PIERS ARE SOLID CMU ABOVE GRADE PIERS OPEN CELL CMU DRY STACKED CABS PADS AS SPECIFIED INSTALL WOOD PAD BETWEEN CAP BLOCK AND FRAME OF BUILDING. FRAME TIE CAP BLOCK OF ABOVE GRADE WITH HOOK WITH ARE SOLID CMU. 5 45 ANGLE ABOVE GRADE PIERS OPEN CELL CMU DRY STACKED. ABS BASE PAD AS SPECIFIED ll I I III=11 f .. I I II I I I L1 III=L-1.111111 • ill=ll�l�,l,-ll �1=III=T=TI. D =III -II III==III-III=111- __ ��IIIII]Illllll�r_. LONGITUDINAL TIE -DOWN DETAIL ANCHOR & TIE -DOWN SPACING (TYPICAL) City of Wheat Ridge n BLOCKING & TIE -DOWN LAYOUT 1 SCALE: 1/8" = 1'-0" oN o o 1 N II �z O � w .. IS J U m w N Z Y i:.i�r 30 r a o a W a Ln ocnaov 01 w ago_ w�Zo U o 0Q O t i U 0 w O 0 Lj 0 F- 21 O J W W °� IN wrz-Uj S U J 300u - m SHEET No. S-1 SYMBOL LEGEND NOTES: 1. BLOCK SPACING MAY VARY DUE TO AXLE HANGERS OR OTHER STRUCTURAL OBSTRUCTIONS. 2. BASE PADS ARE TO BE 24" x 24" ABS PADS. 16" x 18" ABS BASE PADS MAY BE USED AT EXTERIOR DOOR LOCATIONS FOR DOOR ADJUSTMENT WHERE NECESSARY. 3. SINGLE BLOCK STACKS ARE LIMITED TO THREE BLOCKS HIGH. ANY BLOCK STACK REQUIRING MORE THAN THREE 8" x 8" x 16" BLOCKS MUST BE DOUBLED AND CROSS -STACKED. THIS DOES NOT CHANGE ANCHORING LOCATIONS OR QUANTITIES. 4. ASSUMED SOIL BEARING CAPACITY IS 2000 PSF. SITE SPECIFIC SOIL CONDITIONS ARE TO BE VERIFIED BY OWNER, OR OWNER'S AGENT. LATERAL FRAME TIE -DOWN STRAP SECURED TO I -BEAM AT AN ANGLE. IF USING EARTH AUGER ANCHOR, ANGLE NOT TO EXCEED 45' FROM HORIZONTAL. IF USING X -PLATE ANCHOR, ANGLE NOT TO EXCEED 30' FROM HORIZONTAL. 0 - LONGITUDINAL FRAME TIE -DOWN STRAP SECURED TO I -BEAM AT AN ANGLE. IF USING EARTH AUGER ANCHOR, ANGLE NOT TO EXCEED 45' FROM HORIZONTAL. IF USING X -PLATE ANCHOR, ANGLE NOT TO EXCEED 30' FROM HORIZONTAL. -"'-I 11=1 11=11 FI I I EI I I=11 EI 1I- -L-IL- 'LIIEII Illlhlirl - =1I =11 16 iTi==u l 12x11.8 FRAME TIE w/HOOK 5 45' ANGLE TYPICAL TIE -DOWN DETAIL CHASSIS M1201.8 FRAME RAIL I ,- FRAME CLIP -� NSTALL WOOD PAD BETWEEN CAP BLOCK AND FRAME OF BUILDING ,J�: P BLOCK OF ABOVE GRADE PIERS ARE SOLID CMU ABOVE GRADE PIERS OPEN CELL CMU DRY STACKED CABS PADS AS SPECIFIED INSTALL WOOD PAD BETWEEN CAP BLOCK AND FRAME OF BUILDING. FRAME TIE CAP BLOCK OF ABOVE GRADE WITH HOOK WITH ARE SOLID CMU. 5 45 ANGLE ABOVE GRADE PIERS OPEN CELL CMU DRY STACKED. ABS BASE PAD AS SPECIFIED ll I I III=11 f .. I I II I I I L1 III=L-1.111111 • ill=ll�l�,l,-ll �1=III=T=TI. D =III -II III==III-III=111- __ ��IIIII]Illllll�r_. LONGITUDINAL TIE -DOWN DETAIL ANCHOR & TIE -DOWN SPACING (TYPICAL) City of Wheat Ridge n BLOCKING & TIE -DOWN LAYOUT 1 SCALE: 1/8" = 1'-0" oN o o 1 N II �z O � w .. IS J U m w N Z Y i:.i�r 30 r a o a W a Ln ocnaov 01 w ago_ w�Zo U o 0Q O t i U 0 w O 0 Lj 0 F- 21 O J W W °� IN wrz-Uj S U J 300u - m SHEET No. S-1 N rn rn o 00 I o W L INSTALL AXLES W/ EQUALIZERS (2/2 BRAKE/IDLER) 00 00 M (� A LES 00 I I n 0 50'-0" I in N 32'-0" CENTERLINE OF AXLES ,;�— 7" x 16 -� NOTES: FRONT CROSS—MEMBER IS FULL DEPTH I—BEAM (SAME AS CHASSIS) HITCH / COUPLER IS VENTURE OR EQUIVALENT 30,000# MIN. RATED TIRES ARE 8 x 14.5, 8—ply, 2805# MIN LOAD RATING FRAME PAINT IS EMULSION BASE PAINT OUTRIGGERS AND U—CHANNEL CROSS—MEMBERS ARE 14 ga. MIN. DETACHABLE HITCH J O O C'4 1 '_ � II _ O � Z W .. J m m U Z p Y X30 O N 0-00 o LLJ 0 0 0 w ,0 } - O O lal O lai 3 W ooU)0 W Q N w l a 2 — W Q Uto lag] J 3 l� CHASSIS LAYOUT MSHEETSCALE4,=V-0" �U ' anus r Zo .. ZZ Oo�9,E 2-2x10 No.3 SYP MIN. SIDERAIL 11'-10" 7 �x n� R ��S F UL IJL m 0 z O 2-2x10 No.3 SYP MIN. SIDERAIL a 16 16 16 it 0 W 0 2x10 No. 2 SYP o MIN. JOISTS AT 16" O.C. (TYPICAL) 0 z 00 of N z O � V m p W N z Y Li X30 F ¢ 0 ¢ w O U1 W O U = � 3 0 0 t- c E U o W 0 CWheaQ t w z2 0 w � 3 o < o oa w �� 0 Ln ; = J J 3 w � n FLOOR FRAMING LAYOUT ESHEETNo.sCAIE/8, ............... ............... ............... ............... ............... ......... ....... ........ ......... ................. ........ ............ .................. .................... ....... ........ ......... ......... .. .. ........ . . . . . . . . . . . . . . . . . r....... ......... _............... ............. ......... ........ ......... ........ .................. ........ ......... .......... ........ ........ ......... ........ ________. .__........ ........ ......... ... ..... ........ ........ ..�.. .. .... i--j- ?Yin Nn 3 SYP MIN. ROOF SIDERAILS (TYP) Oj 24 24 24 24 0 Lo 2x10 No. 2 SYP Min. ROOF RAFTERS AT 24" O.C. (TYP.) 0 1 ROOF FRAMING LAYOUT SCALE: 1/4" = P-7 00 C14 I � II z Z O � w r J m U m � W � Z Y H Q O Q W Q O J a_ U 0-00 Q =01af E O U 0 g co, E:Q�go z L'i�f�¢ N Of W Q W (n = O J 3 � � SHEET No. S-4 N O U v> w. C RA ..... .....Al 2o.c. n sr ........ ............ 2 SYP MIN• a 2X10 No. 1 LU 0 r m 5 1/2 131 v v 5 1/2 z 0 a_ a U 11'-10" W 0 MODULE WIDTH RAFTER IN ELEVATION 0 z 11'-11" OVERALL LENGTH N O 01 04 1 5/8 11'-9 3/8" 1 �z o\ z M CN N � m \ \ \ 0 LjN z Y oc) 00Q U o 2 3 7/8 1 1' -1 1/4" 1/8 1 3/4 RAFTER CUT DETAILS 3 7/8 J 0V0 W J _ O U O Q ~~QO i0 tj W City of 0 Lj 0 W O wheat Ridge W N W ��<-W Bui►din s rn�jso, 3 RAFTER DETAILS SHEET No. 1 SCALE: 3/4" = V-0" ��� SYMBOL LEGEND .................... 2' x 4' LED LIGHT �3�LL 24"x 24" SUPPLY (48 WATTS) J C F DIFFUSER 20 1/2 9 5/8 13 1/8 24"x 24" RETURN g PROGRAMMABLE 0 AIR GRILL THERMOSTAT W/ OCCUPANT OVERRIDE r , RETUN AIR L --J oD o 7 10 -- _- ---- -- -- -- ---- _- -� -- - ----- - 10 (� - - - ---- a o� �o Q OFFICE 1 K 1 W RK ARA 2 E 3 OF ICE 2 0 m 8 8 10 7, EXI Z 0 L a U N W 0 z 00 0 1 II � � Z O w m J U m � w N Zuj Y uj Q U _ V 1 d n U D 0 r ego NOTE: DUCTING IS CLASS 1, U.L. 181 LISTED FLEXIBLE FIBERGLASS DUCTING. 0"�0 a E0i�o w = 0 L 3:� m 0 O J N L, O W ~ . (n O S Z J 3W� U n CEILING GRID / HVAC LAYOUT SHEET No. 1 SCALE: 1/4" = 1'-0" A 1 SYMBOL LEGEND .................... 2' x 4' LED LIGHT 24"x 24" SUPPLY (48 WATTS) DIFFUSER 24"x 24" RETURN PROGRAMMABLE 0 AIR GRILL THERMOSTAT W/ OCCUPANT OVERRIDE r , RETUN AIR L --J 0 N O QNQB� o 1 �65 24" x 48" LED LIGHT (48 WATT) � z RECEPTACLE � o� ELECTRICAL DISTRIBUTION PANEL W/ DATA PLATE OU�a� N C# WEATHER—PROOF i.i r3U U OJ K Q 2 WP GFI RECEPTACLELED O0r�0 Q W J i rQ 00 V f� O 2 W 0 1 GFI Wheat aat EXIT BACK—UP N W (22 WATT) A OCCUPANCY SENSOR S J ......... 3 U- �.....: :... I .. I ...: �.....: I....: �.... BACK—UP & REMOTE HEAD 7—DAY PROGRAMMABLE E-1 THERMOSTAT W/ Z�l PHONE / DATA STUB—IN OCCUPANT OVERRIDE Q EXTERIOR REMOTE HEAD ❑ JUNCTION BOX .......... ... ... ...............o OFFICE 1 WORK AREA 1 WORK AREA 2 WO K AREA 3 OFFICE 2 .....: 0 NOTE: BUILDING IS: 120/240v 3—WIRE SINGLE PHASE ELECTRICAL CONDUIT: ELECTRICAL NON—METALLIC TUBING ELECTRICAL WIRING: MIN. #12 THHN COPPER WITH GROUND GROUNDING ON SITE: PER 'NEC ARTICLE 250-50 ,707 N O ELECTRICAL SYMBOL LEGEND o 1 24" x 48" LED LIGHT (48 WATT) � z RECEPTACLE � o� ELECTRICAL DISTRIBUTION PANEL W/ DATA PLATE J m U m p C# WEATHER—PROOF i.i r3U U OJ K Q 2 WP GFI RECEPTACLELED O0r�0 Q W J i rQ 00 EXIT LIGHT w/ BATTERY O 2 W 0 VANDAL—PROOF EXTERIOR LED LIGHT ON PHOTOCELL GFI Wheat aat EXIT BACK—UP N W (22 WATT) A OCCUPANCY SENSOR S J EMERGENCY LIGHT w/ BATTERY 3 U- SWITCH SHEET No. BACK—UP & REMOTE HEAD 7—DAY PROGRAMMABLE E-1 THERMOSTAT W/ Z�l PHONE / DATA STUB—IN OCCUPANT OVERRIDE Q EXTERIOR REMOTE HEAD ❑ JUNCTION BOX NOTE: BUILDING IS: 120/240v 3—WIRE SINGLE PHASE ELECTRICAL CONDUIT: ELECTRICAL NON—METALLIC TUBING ELECTRICAL WIRING: MIN. #12 THHN COPPER WITH GROUND GROUNDING ON SITE: PER 'NEC ARTICLE 250-50 ,707 N O o 1 � z � o� J m U m p uj N Z Y uj i.i r3U U OJ K Q 2 O0r�0 Q W J i rQ 00 City of O 2 W 0 U 2 O W (n 3 Wheat aat 0 0 U' O J Z Rrd9a N W BUlldjn Qwr En J 9 Djvison S J 3 U- SCHEMATIC SHEET No. �LIGHTING � SCALE: 1/4" = V-0" E-1 NOTE: BUILDING IS: 120/240v 3—WIRE SINGLE PHASE ELECTRICAL CONDUIT: ELECTRICAL NON—METALLIC TUBING ELECTRICAL WIRING: MIN. #12 THHN COPPER WITH GROUND GROUNDING ON SITE: PER 2X4 NEC ARTICLE 250-50 Zpl7 N M�+ U � i7S 5U W P W r. GFI z 3/5 x n 1 POWER DISTRIBUTION SCHEMATIC SCALE: 1/4" = 1'-7 00 0 1 N � II �z 0, z w..m J Um p W V) Z Y Li,3U Q U 0 ' 2 ocnaoU U Q QW 0 2 _ O U K 0 W J O ZO O 0 O W3' 3_ � 0m _j9,L,a L�L�W �0 Ln 2 W J 0 CL Ld SHEET No. E-2 2 6 4 2 Of FICE 1 WORK AREA 1 WORK AREA 2 WOR< AREA 3 OFFICI 2 17 ELECTRICAL SYMBOL LEGEND 24" x 48" LED LIGHT (48 WATT) RECEPTACLE NOTE: BUILDING IS: 120/240v 3—WIRE SINGLE PHASE ELECTRICAL CONDUIT: ELECTRICAL NON—METALLIC TUBING ELECTRICAL WIRING: MIN. #12 THHN COPPER WITH GROUND GROUNDING ON SITE: PER 2X4 NEC ARTICLE 250-50 Zpl7 N M�+ U � i7S 5U W P W r. GFI z 3/5 x n 1 POWER DISTRIBUTION SCHEMATIC SCALE: 1/4" = 1'-7 00 0 1 N � II �z 0, z w..m J Um p W V) Z Y Li,3U Q U 0 ' 2 ocnaoU U Q QW 0 2 _ O U K 0 W J O ZO O 0 O W3' 3_ � 0m _j9,L,a L�L�W �0 Ln 2 W J 0 CL Ld SHEET No. E-2 2 ELECTRICAL SYMBOL LEGEND 24" x 48" LED LIGHT (48 WATT) RECEPTACLE ELECTRICAL DISTRIBUTION PANEL W/ DATA PLATE WEATHER—PROOF WP GFI RECEPTACLE LED EXIT LIGHT w/ BATTERY VANDAL—PROOF EXTERIOR GFI EXIT BACK—UP LED LIGHT ON PHOTOCELL (22 WATT) A OCCUPANCY SENSOR EMERGENCY LIGHT w/ BATTERY SWITCH BACK—UP & REMOTE HEAD 7—DAY PROGRAMMABLE THERMOSTAT W/ PHONE / DATA STUB—IN 0 EXTERIOR REMOTE HEAD OCCUPANT OVERRIDE ❑ JUNCTION BOX NOTE: BUILDING IS: 120/240v 3—WIRE SINGLE PHASE ELECTRICAL CONDUIT: ELECTRICAL NON—METALLIC TUBING ELECTRICAL WIRING: MIN. #12 THHN COPPER WITH GROUND GROUNDING ON SITE: PER 2X4 NEC ARTICLE 250-50 Zpl7 N M�+ U � i7S 5U W P W r. GFI z 3/5 x n 1 POWER DISTRIBUTION SCHEMATIC SCALE: 1/4" = 1'-7 00 0 1 N � II �z 0, z w..m J Um p W V) Z Y Li,3U Q U 0 ' 2 ocnaoU U Q QW 0 2 _ O U K 0 W J O ZO O 0 O W3' 3_ � 0m _j9,L,a L�L�W �0 Ln 2 W J 0 CL Ld SHEET No. E-2 2 V40 v+rzE LOAD CALC: 100 AMP t r N O QTY ITEM WATTS TOTAL U tNy Z o w 3 LED Tro4er z 44 165 watts = W N p r t Recessed Can LED x 8 10 watts 0 LED Troter % 48 0 watts O O Z 3 FA LED l9hl z 22 83 watts U o g a a 1 ExMusiPen BLight % 108 135 watts n m 0 0 7 Remo Duplex x 180 1260 watts s 0 Ayplieace tical x 1920 0 wrens 0 RscepEHeat Tape x 84 0 watts 1 WsIs HeaEr(240.) x 4500 5625 watts 0 WeEr Cooler x 370 0 watts .V.7 rA W 0 Res. ReNerebr x 840 0 watts z 0 Res. Ma—x 1100 0 watts A 0 Dud Delecbr % 1 0 watts O p D GROUND BAR NEUTRAL 0 Dud Debcbr x 1 0 watts m2� y N� 0 Der 1 0 a m Dud lecbx watts .7 Q ry WIRE SIZE OF: TOTAL PANEL LOAD: tcondenser 15 Ton GS%145EER (249) x 1886 1886 watts �Oq Tobi Wal6 watts 0HWPuw-Bard 4Ton/5kw 10 x 0 0watts Service Candudom Vol6ge 240 v Semce Ground'. E Total naps amps Total Waft 9164 Total Amps. 38.18 Service Conduit Size r m IMC 1 1/4 PVC 1 1/2 RMC 1 1/4 O F n w 0 z m N Ed m m O f r Z Z 111 m m U Z n Y ~ F Q Q W Q U 0_ 2 O N a O U Z O w w U U U U U U m U Q Lu U w w J a. BUILDING TOTAL LOAD: Q W O U W Z W w O J City w / of Panel "B" Load: 9164 watts Total: 9164 watts '� Whe Voltage: 240 v Total Amps: 38.18 Amps SHEET No E-3 700 AMP 240v SINGLE PHASE MAIN BREAKER PANEL'A' —Ev s. 12 12 '.GN:S rxecears orae 20 1 2 20 29 3 a za COVCE�ISEF iG`� 12 10 VlniER H:ATEa 20 GAL H 5 8 20 2p 7 8 20 PGc PS RESTROOM JNA:IOA ic FURNACE d EXT 12 12 12 Ce`PTS OFFICE CLOSET 20 9 10 17 12 13 14 15 16 17 18 19 20 21 22 23 24 arRid9e $ultdi� D,V,Son� F. r 5398 '�i+�,• - s P'1 ' >, 4 • =Y-{ '''�r' Shops Trailer 5402 .< f ' c •e '� _. pad c �,y�{_ t , P"r +I 5394 11220 W 45th Ave viewed for Zoning Cotnpl ance by the 0 5396 i IW of Wheat Riiddgree Plannin Division ' Electric f t, ! " IPPROVED E. 14 0 28' from j NTS: Property E. Line , •� N l v, _t w E naso r I 1 Y 0 10 20 40 60 s3g6 4j •. Feet Horizontal Coordinate System: I - a NAD83/92 State Plane, Colorado Central Zone 0502 - '/ •� •l _ Vertical Datum: NAVD88 DISCLAIMER NOTICE: This is a pictorial representation of geographic and demographic information. Reliance upon the accuracy, reliability and authority of this information is solely the requestor's responsibility. The City of Wheat Ridge, in 1 " �a: ' ,• W Jefferson County, Colorado - a political subdivision of the State of Colorado, has compiled for its use certain computerized information. This information is available a d �dj to assist in identifying general areas ofconcern only. I R� W The computerized information provided herein should only •b �' d be relied upon with corroboration of the methods, assym�tions, and results by a qualified independent � ,. '• soyrrEEe. The user of this inforZ�3Von shal indemnify and yey - y r Wre freeC' of Wheat Ap/ttdrQiy and all �y�•�� gq d cru irNof\1rise aeMUNI=iY 1 )LVI-1, 1'Atl th l APPROVED WIPM6 Wifor 1 ' ipliance 'L 1 7500 29th Avenue Wheat �Ie O 80033-8001 Plan E aminer DATE: 08/14/2019 D to _perml The issuance of o permit or opprowi of pions specpcottons and computations shah not be a permit for, or an opproval of any violation to any of the provisions of the budding cone or of ar# City ordinances. Permits pesurrdng to give authority to vWaft or Cancel the provisions of the BuNdng codes or other ordncrim of the City shod not be valid. Verify with DOLA that all criteria has been met prior to Building Division sign off and occupancy. }- .4 c i r aF N L Ocpo c O z° p U a A �1 w A �j Q f= A O O m o b' 4-) rl .d w ' .0 4J E-1 44 Ea 44 o � d .c E� ,�, 4J o G U N O N � ri la44Ol y b 3 E ,o 12 .� 7, 'o O U 3 4J C. C w , U �. u, U O N C U4 ;6p ti A o °' a t� N CSI wx Chi tk c ,, ^p A '.� -o r; 3 b Aj 3 094Uz (d G 0 rt cn °U�44 r` , Caw W o �.0 r••I O p q C en O a� U En s4 ° Q7R Z A C O cd 44 w N rxWC, u O o N ea C. e3e E" r%j A U N y a� oZ Z tob a � rjj o � � w o a 3A'no3 a ° z rower a�^o N[ UV�GT. Q N A U II o ee 4 4J �' w w H N" U a1 s c 3 0 a Q 0 O 0 0 V a -F a. OUwaw � � a CERTIFICATE OF OCCUPANCY Permit #: 202000162 � "�� Wh6atpsig COMMUNITY DEVELOPMENT 7500 W 29TH AVE WHEAT RIDGE CO 80033-8001 Stipulations: Commercial trailer for City of Wheat Ridge Public Works 12 ft X 50 ft; 600 sq ft total Date: 07/06/2020 This certificate verifies that the building constructed and/or the use proposed of the building and/or premises, under the above permit number and on property described below, does comply with the Wheat Ridge Building Code, Zoning and other related land use and development laws of the City of Wheat Ridge, and may be occupied for the use specified. OWNER: CITY OF WHEAT RIDGE POLICE DEP ADDRESS: 7500 W 29TH AVENUE WHEAT RIDGE CO 80033 CONTRACTOR/ADDRESS: Eagle Creek Modular Solutions PROPERTY ADDRESS: 11220 W 45th Ave, Wheat Ridge, CO 80033 PARCEL #: 39-212-08-004 ZONING: R-2 OCCUPANCY: B TYPE OF CONST: V -B OCC LOAD: 6 FOR THE FOLLOWING PURPOSE: Commercial New Structure Code Editions: 2012 ICC / 2017 NEC No change shall be made in the Use of this building without prior notice and a new CERTIFICATE OF OCCUPANCY from the City of Wheat Ridge Certificate MUST be posted by front door of commercial occupancies Chief Building Official Zoning Administrator Sprinklered: No � � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office _:�9r INSPECTION NOTICE Inspection Type: *�5 ELE_�Ld"'— f Job Address: 2 -CD U 7 Permit Number: -,7 ❑ No one available for inspection: Tih Re -Inspection required: Yes When corrections have been made, s he e o ieL e at. http:Uwww.ci.wheatridge.co.us, spe tion ^ �� 1 Dat. , Ins ecto -� CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: P—C FI &,*� Job Address: Permit Number:. b U No one available for inspection: Tim'o�'f -3ZZ)AM/PM Re- Inspection requ ir : Yes No When corrections have b5te: e' ad - le for re -inspection online at. s h ttp Awww. c i. wh ea tridge. c o. u sfil n spe c -o "n - ZZInsc 0 p c o i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:Q� Job Address: Permit Number: 1 (� ❑ No one available for inspection: Tirrie, AM/PM Re -Inspection requiredrz` Yei No When corrections have been made, schedule for re -inspection online at: http:Uwww.ci.wheatridge.co.uslinspe�t'ion ; ,.a Date 'Z_c� `_Z56ZO In i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ` ' e ( Job Address: LO 0,J L, PermitNumber: 9 !;__J. C9 uit ❑ No one available for inspection: Time I ">o o AM/PM Re -Inspection required: Yes Ivld When corrections have been made, call for re -inspection at 303 -234 - Date: Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: P + t Job Address: 11-10 W , PV f - Permit Number: 2 od- 0 U tU 1 lr L Ic- 4:� ❑ No one available for inspection: Time Re -Inspection required:(qes ) No When corrections have been made, call for re -inspection at 303 -234 - Date: �7 Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: C Job Address: Permit Number:"I— ❑ No one available for inspection: Time Re -Inspection required: No When corrections have been made, call for re -inspection at 303-234-5933 Date: 5 'd1 -)U' 202`' Inspector: J ;" DO NOT REMOVE THIS NOTICE City of Wh6atP�dgCnMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR perfonning electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: �AGL jyQ li�$/�JG �D2�J Company Name:1�140"4' Ti -/E L/G y j FGPC Contact Phone #• Wheat Ridge Contractor License #: 6 % s ? l (required field) State License #: 25-12- Master 5'/2 Master License I F,liJ; ��O C. L ✓, ^,) Printed Na ,of(u iorized Agent /- I)-2 0 Agent Date - City of Wheat Ridge Commercial New Structure PERMIT - 202000162 PERMIT NO: 202000162 ISSUED: 04/10/2020 JOB ADDRESS: 11220 W 45th Ave EXPIRES: 04/10/2021 JOB DESCRIPTION: Commercial trailer for City of Wheat Ridge Public Works 12 ft X 50 ft; 600 sq ft total *** CONTACTS *** OWNER (303)467-5708 CITY OF WHEAT RIDGE POLICE DEP SUB (303)234-1235 STEVE SULLIVAN 018768 CARRY THE LIGHT ELECTRIC GC (303)987-0700 DANIEL V RASMUSSEN 202086 EAGLE CREEK MODULAR SOLUTIONS *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 67,852.00 FEES Total Valuation 0.00 No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. .r City of Wheat Ridge Commercial New Structure PERMIT - 202000162 PERMIT NO: 202000162 ISSUED: 04/10/2020 JOB ADDRESS: 11220 W 45th Ave EXPIRES: 04/10/2021 JOB DESCRIPTION: Commercial trailer for City of Wheat Ridge Public Works 12 ft X 50 ft; 600 sq ft total I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with thispermIt. I further attest that I am legally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2, This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original_permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code cyl egy ordinance Of jegulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of (J4 WheatR c COMMUNITY DEVELOPMENT ge Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: germ itsCcDci.wheatridge.co.us I FOR OFFICE USE ONLY Date: 4 j9 �3�2�20 Plan/Permit # e-�_0 20 b0/CP-L. Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: / /,2,2 o W e3 't- A A U,,r- Property Owner (please print): C .4,l n� V&p44led q o Phone: Yo 3 - 27!r -'P- F 6 7 Property Owner Tenant Name (Commercial Projects Only) C ,• Property Owner Mailing Address: (if different than property address) Address: _?S OU We sL: l" tko ff , State, Zip: ►nv h c,, - K. d mo C o R o O Architect/Engineer E-mail: Phone: Contractor Name: �&&;c Z -.e, (C /, So %..-F, o ,, S City of Wheat Ridge License #: Phone: 363 - e 7 - 0,900 Contractor E-mail Address: 15 X G L E G Rf_z 9 K M o o?�) C=, M PrT 1_.._ • Gy rse�, For Plan Review Questions & Comments (please print): .1 n CONTACT NAME (please print):_( 4 ss 14 ; .l 1 rrnone: ? b3 - D, 3 r ~ oM 6 9 CONTACT EMAIL(p/ease print): R +�I C7L l.- N5 Q�1- 1!f� W heXJ PSD6=,. , Go. US Sub Contractors (Must provide Wheat Ridge License No S Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # 4 Complete all highlighted fields, if applicable. XCOMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. �: 1` i Sq. FULF BTUs Gallons Amps Squares For Solar: KW # of Panels Requires structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ t�' %. � S�2. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application.,/ CIRCLE ONE: (OWNER) (CORACT R THORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): DATE: v — Printed Name: DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: V Reviewer: 2—'T� BUILDING DEPARTMENT COMMENTS: Reviewer: z/41t20Zv PUBLIC WORKS COMMENTS: Reviewer: 6-71 n Building Division Valuation:(� I I ZZO W 4 5"rtAv97. #� Zceb 16Z NOTE: UNLESS OTHERWISE NOTED, ALL CODE REFERENCES BELOW ARE TO THE: 2015 IECC CLIMATE ZONE: 5B AS SHOWN IN TABLE: C301.1 FOR BUILDINGS WITH OVERALL WINDOWS AND GLAZED DOOR OPENINGS TOTALING 10% OR LESS OF THE GROSS ABOVE -GRADE WALL AREA. HEATING DEGREE DAYS 5963 COOLING DEGREE DAYS: 994 R -VALUES PROVIDED ARE AS REQUIRED TO PASS COMCHECK COMPLIANCE SOFTWARE FOR THE: 2015 IECC ROOF: ALL WOOD JOIST / TRUSS: R-38 WALL: WOOD FRAMED: R-19 FLOOR: ALL WOOD JOIST / TRUSS: R-30 U -FACTOR FOR WINDOWS: DUAL PANE/ LOW -E GLASS = 0.33 SHGC FOR WINDOWS: DUAL PANE/ LOW -E GLASS = 0.22 8 CCR 1302- U -FACTOR FOR DOORS: STEEL DOOR = 0.20 LIGHTING CONTROLS: OCCUPANT SENSOR CONTROLS FOR INTERIOR LIGHTING. PHOTOCELL CONTROLS FOR EXTERIOR LIGHTING GENERAL LIGHTING: LED LIGHT WITH 4800 LUMEN LIGHT MODULE RESTROOM LIGHTING: N/A CLOSET & STORAGE LIGHTING: N/A EXTERIOR LIGHTING: WALL MOUNTED LED LIGHT MODULE ON PHOTOCELL EFFICIENCY: WALL HUNG ELECTRIC HVAC UNITS: MIN. 9.0 EER CONTROLS: PROGRAMMABLE THERMOSTAT WITH OCCUPANT OVERRIDE PER C403.2.4.1 R AIR VENTILATION RATE OF: 60.52 CFM PER EQUATION 4-1 AND TABLE 403.3.1.1 OF THE 2015 IECC DUCT INSULATION: WHERE DUCTING IS USED, DUCTS SHALL BE SEPARATED FROM THE BUILDING EXTERIOR BY A MINIMUM OF R-8 INSULATION. (NOTE: DUCTING USED BY PALOMAR HAS A MINIMUM R -VALUE OF 5.6, AND IS CONTAINED WITHIN THE BUILDING ENVELOPE.) DUCT SEALING: DUCTS ARE TO BE SEALED IN ACCORDANCE WITH C403.2.9 OF THE 2015 IECC ROOF:GALVALUME TA PLATE(S) TO BE INSTALLED ON THE COVER OF THE ELECTRICAL DISTRIBUTION PANEL AS NOTED ON SHEET A-2. DECALS TO BE INSTALLED ON THE REAR END, ON THE LOWER LEFT-HAND CORNER OF MODULES WITH METAL SIDING, BUILDINGS WITH SIDINGS WHICH ARE TO BE PAINTED AS A PART OF ROUTINE MAINTENANCE, THE DECALS ARE TO BE LOCATED ON THE REAR END WALL OF THE MODULE, NEAR THE MATELINE, ABOVE THE SUSPENDED CEILING TILE. BUILDING WITWPAINTABLE SIDINGS AND`` HARD CEILINGS ARE TO HAVE THE DECALS LOCATED AS NOTED ON A-2. I'jS�k"k C Mumu Drmmmeer. APPROVED Reviewed for Code Compliance U16g!e- VMS pvuw= C3 ca*mdawVw--- c ISPECIAL CONDITIONS AND / OR LIMITATIONS: NOTE: MATERIALS WHICH EQUAL OR EXCEED THOSE SPECIFIED MAY BE SUBSTITUTED. NOTE: BUILDING IS TO BE LOCATED A MINIMUM OF 10 FT. FROM PROPERTY LINE OR ASSUMED PROPERTY LINE. RTABLE FIRE EXINGUISHERS TO BE PROVIDED AND INSTALLED OWNER STRATIVE RULES' as one of the governing design codes NOTE: ACCESSIBLE DRINKING FOUNTAIN WILL BE PROVIDED ON SITE BY OWNER. RVICE SINK TO BE PROVIDED IN ADJACENT BLDG. NOTE: BUILDING MUST BE LOCATED WITH IN 500 FT. OF AN EXISTING BUILDING PROVIDING TOILET FACILITIES CAPABLE OF SERVICING THE COMBINED OCCUPANT LOAD OF THE EXISTING BUILDING(S) IN ADDITION TO THIS BUILDING. State of Colorad Division of Housi March 20, 2020 PFS -0012 NOTE: HANDICAP ACCESSIBLE RAMP TO BE INSTALLED BY OTHERS IN ACCORDANCE WITH THE A.D.A. GUIDELINES. DESIGN CRITERIA: DO Ll ROOF SNOW LOAD: V� �Z O Y� •., SF. CODES: 2018 IBC 135 MPH 2018 IPC 0048658 U 2018 IMC C 2017 NEC B BUILDING AREA: 592 S.F. 2015 IECC 6 ICC/ANSI A 117.1-2813 - 2009 By Yuri at 11:30:34 AM, 311212020 OCCUPANCY CLASSIFICATION: B OCCUPANCY CATEGORY: II CONSTRUCTION TYPE: V -B APPLIANCE FUEL TYPE: NONE DESIGN ROOF LIVE LOAD: 30 PSF FLOOR LIVE LOAD: 50 PSF CONCENTRATED FLOOR LOAD: 2000 LBS GROUND SNOW LOAD: 30 PSF ROOF SNOW LOAD: 30 PSF WIND SPEED Vult: 135 MPH WIND SPEED asd: 105 EXPOSURE: C SEISMIC DESIGN CATEGORY: B BUILDING AREA: 592 S.F. OCCUPANTLOAD: 6 OCCUPANT AGE GROUP: ADULT 18+ YEARS DRAWING INDEX: SHEET COVER SHEET / SPECIFICATIONS A-1 FLOOR PLAN A-2 EXTERIOR ELEVATIONS A-3 CROSS-SECTION A-4 BLOCKING & TIE -DOWN LAYOUT S-1 CHASSIS LAYOUT S-2 FLOOR FRAMING LAYOUT S-3 ROOF FRAMING LAYOUT S-4 RAFTER DETAILS S-5 REFLECTED CEILING PLAN M-1 LIGHTING SCHEMATIC E-1 POWER DISTRIBUTION SCHEMATIC E-2 ELECTRICAL LOAD CALCULATIONS E-3 APPROVED PFS CORPORATION OFB ® FBNR 03/13/2020 Plan Approval M PFS 0012 M m U N m a J W O M N F- LL U rn Q # X ro C1 W U 0 0 U)Q Z z < g 00 W C F 0 N F t0 Z Z Z r > Q m m U Z y F Q ~ Q W 0 � z 0 LLJ U V O LL U O U O L6uj a. N O (D �o 0 F- F ? Lu ~ ug o U) w z Lu p 0 U SHEET No. WHEAT RIDGE OFFICE S/N: 0000 A-1 0 0 M m 9'-7 1/4" 3040 s Em 3040 1 I 3040 50'-0" um 3040 14'-6 7/8" 15 3/4 3040 1 T 3040 3040 2 A-4 CALLOUT NOMINAL SIZE E.P. \DATA LEGEND MATERIAL CALLOUT NOMINAL BOX PLATE J J HARDWARE GLAZING NOTES 3/0x6/8 3 � < 18ga. STEEL DOOR LEVER / PANIC 6x27 SEE ORDER 3/0 3'-0" x 6'-8" PRE—FINISHED SOLID CORE LEVER, KEYED NONE SEE ORDER THRESHOLDS AT DOORS NOT TO EXCEED 1/2", AND ARE TO BE 2 = OFFICE 1 WORK AREA 1 °�° 00 WORK AREA 2 WORK AREA 3 OFFICE 2 102 SF 41 SF 41 SF 41 SF 153 SF � M 3/0x6/8 3040 3040 2 A-4 WINDOW LEGEND CALLOUT NOMINAL SIZE DOOR LEGEND MATERIAL CALLOUT NOMINAL SIZE MATERIAL HARDWARE GLAZING NOTES 3/0x6/8 3'-0" x 6'-8" 18ga. STEEL DOOR LEVER / PANIC 6x27 SEE ORDER 3/0 3'-0" x 6'-8" PRE—FINISHED SOLID CORE LEVER, KEYED NONE SEE ORDER THRESHOLDS AT DOORS NOT TO EXCEED 1/2", AND ARE TO BE BEVELED IF IN EXCESS OF 1/4" WINDOW LEGEND CALLOUT NOMINAL SIZE LIGHT VENT MATERIAL FINISH STYLE GLAZING 3040 36" x 48" 10.51 5.25 VINYL WHITE SINGLE HUNG DUAL / CLEAR / LOW—E NOTE: o UNLESS NOTED OTHERWISE, ALL EXTERIOR o 0 WALLS ARE TO BE SHEATHED WITH OSB `" o AND USED AS SHEAR WALLS. N ° N o� Q1 — NOT USED m 2Q — DENOTES 2—EA. 2x4's AND 1—SIMPSON < m w MSTC28 STRAP AT END OF EACH SIDEWALL En Z Y FASTENED W/ 36 — .148 x 3 1/4" NAILS. L:i r3V roa o a w INSTALL 2x6's IN 2x6 WALLS. vviaoc=i Q3 — DENOTES COLORADO DOH LABEL LOCATION By Yuri at 11:30:37 AM, 311212020 u 0 U m U- O w OJ Z O O APPROVED g o 0 PFS CORPORATION w d w Ld ❑FB _ ❑X FB R bay 0pOOJ o0 �wr qtr w N 03/13/2020 = J Plan Approval #: PFS 001 3 U` t FL00 �R 1 SCALE: 1/4" SHEET No. = 1'-0" A-2 " L um:%V%g 0w�s u 12 II 1 1'-10" X 3 LEFT ELEVATION 0048658 v By Yuri at 11:30:39 AM, 311212020 mom■■ mune �i en i 50'-0" �1 REAR ELEVATION NOTES: 1. STEEL SIDING PANELS ARE MIN. 0.0150" THICK BASE METAL CONFORMING TO TABLE 1405.2 OF THE 2015 IBC. 2. GALVALUME ROOFING PANELS CONFORM TO THE REQUIREMENTS OF ASTM A 792 AZ 50 PER TABLE 1507.4.3(1) AND 1507.4.3(2) OF THE 2015 IBC. APPLY LAP SEALANT TO LAPPED SEAMS OF ROOF PANELS. 12 RIGHT ELEVATION q L O� N II z O � � Z r7 LI] .. m U m p w Z Y i i 0 3 � a o a w ac»�x p U "f Z INSTALL "Z" FLASHING 3" UP g o a p o FROM BOTTOM OF RIM JOIST u- U w . 0Ldw L� 50'-0" o o a APPROVED w Elf y N w PFS CORPORATION w � 'n FB w FRONT ELEVATION LL . h -,� 1,� --'- -mr- .�� Wheat OABS PAD WITH STEEL JACK STANDS AND CROSS DRIVE ANCHORS OM12x11.8 FRAME RAILS CONFORMING TO ASTM A529-50 OWOVEN POLYETHELYENE BOTTOM BOARD OSKIRTING INSTALLED ON SITE O2-2x10 #3 SYP MIN. FLOOR RIM JOISTS O2x10 # 2 SYP MIN. FLOOR JOISTS AT 16"o.c. OR-30 INSULATION IN FLOOR CAVITY O3/4" T&G ADVANTECH DECKING OCARPET THROUGHOUT OSIDEWALL STRAPPED TO FLOOR WITH 1 1/2" x 30ga 10 GALV. STRAPS AT 32"o.c. FASTENED WITH 6-16go STAPLES EACH END OF EACH STRAP 1 1 2x6 #3 SYP MIN. BOTTOM PLATE 12 R-19 KRAFT—FACED INSULATION IN EXTERIOR WALLS 5/8" RATED SHEATHING OSB UNDER A WEATHER—RESISTIVE 13 BARRIER CONFORMING TO 1404.2 OF THE 2018 IBC FASTENED WITH 8d NAILS AT 4"o.c AT EDGES, 6"o.c. IN FIELD 14 2x6 #2 SYP MIN. STUDS AT 16"o.c. 15 EXTERIOR STEEL SIDING CONFORMING TO TABLE 1405.2 OF THE 2018 IBC 16 R-11 INSULATION IN INTERIOR WALLS 1 % 2x4 #2 SYP MIN. AT 16"o.c. INTERIOR WALLS 1 g VINYL CLAD 5/8" TYPE 'X' GYPSUM WALLBOARD. 19 2-2x6 #3 SYP MIN. EXTERIOR WALL TOP PLATES 2O SUSPENDED GRID ACOUSTIC CEILING 21 POLY NETTING ON BOTTOM OF RAFTERS 22 2-2x4 #3 SYP MIN. INTERIOR WALL TOP PLATES ROOF STRAPPED TO SIDEWALL TOP PLATE w/ 1 1/2" x 12" 30ga GALV. STRAPS AT 48"o.c. FASTENED w/ 6-16ga STAPLES AT EACH END OF EACH STRAP. 24 NOT USED 25 R-38 INSULATION IN RAFTER CAVITY, ALLOW INSULATION TO DRAPE INTO POLY—NETTING TO FULL DEPTH 26 2x10 #2 SYP MIN. ROOF RIM JOIST CUT TO FIT SLOPE 27 200 #2 SYP MIN RAFTERS AT 24"o.c. 28 7/16" OSB RATED SHEATHING, FASTENED WITH 8d NAILS AT 4"o.c. EDGES AND 6"o.c. FIELD, UNDER 15# FELT PAPER 29 Go. PAINTED ROOFING PANELS CONFORMING 29 TO ASTM A 792 AZ50 PER TABLES 1507.4.3(1) FASTENED PER MFG.'S INSTALLATION INSTRUCTIONS FOR INSTALLATION IN HIGH WIND ENVIRONMENTS 30 ROOF FASTENED TO TOP PLATE OF INTERIOR WALLS WITH 5/16" x 3-1/2" LAG SCREWS AT 72" O.C. 3 1 HALF WALL BETWEEN WORK AREAS 32 "Z" FLASHING AT 3" ABOVE BOTTOM OF RIM JOIST INSTALL ICE DAM FROM LOWEST POINT OF ROOF TO A POINT 24" MINIMUM INSIDE THE EXTERIOR WALL LINE. i1) NOTES: 1. CRAWL SPACE TO HAVE A MINIMUM ACCESS PANEL IN SKIRTING AND BE VENTILATED IN ACCORDANCE WITH 2015 IBC SECTION 1203.4.1, MINIMUM OF 58 SQ. IN. OF VENTILATION REQUIRED. INSTALL VENTS SO AS TO PROVIDE CROSS VENTILATION OF CRAWL SPACE. MINIMUM OF (4) 6" X 14" VENTS TO BE USED. SHIP LOOSE 10 VENTS. 2. BLOCK HEIGHTS SHOWN ARE TYPICAL. ANY BLOCK STACKS, OTHER THAN AT MATELINES, REQUIRING MORE THAN THREE 8" x 8" x 16" BLOCKS MUST BE DOUBLED. THIS DOES NOT CHANGE ANCHORING LOCATIONS OR QUANTITIES. 3. FRONT CROSS—MEMBER IS FULL DEPTH I—BEAM (SAME AS CHASSIS) HITCH / COUPLER IS VENTURE OR EQUIVALENT 30,000# MIN. RATED. TIRES ARE 8 x 14.5, 8—ply, 2805# MIN LOAD RATING. FRAME PAINT IS EMULSION BASE PAINT. OUTRIGGERS AND U—CHANNEL CROSS—MEMBERS ARE 14 ga. MIN. OUTRIGGER SIZES: 11'-10" FLOOR — 7" x 16" OUTRIGGER. 4. METAL ROOF AND WALL PANELS TO BE FASTENED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE APPROPRIATE WIND SPEED FOR THE BUILDINGS INSTALLATION LOCATION (SEE SHEET A-1). 5. BUILDING DOES NOT HAVE AN ENCLOSED RAFTER CAVITY, THEREFORE DOES NOT REQUIRE A VENTED ATTIC SPACE. DO 0 300486583 U � J � W cn O UCc�33��� n hal t $ O ., ! rA :r R O Bit _: 3/8" = V-0" 1�saitdin9 0 ,s • `G\\ S/nninr ,`� N 0_1 0 cV '_ By Yuri of 11:30:41 AM, 3/12/2020 I1 o00�z M W .. J U mm � N Z W Y tvQ 0aW o ai a o = c> 0 Lu 0 U W_j000 APPROVED 20 F o 0 r` " ti W Lo .. 0W W (n a: PRODUCTION HEIGHT: 14'-4" PFS CORPORATION 00 (n o a TRANSPORTATION HEIGHT: 15'-6" ❑ FB _,,, ,, m ❑X FB R ' o L. i qI ✓ V'� � 03 13 2 3 Plan Approval N: PFS 0 _: 3/8" = V-0" 1�saitdin9 0 04 rn 6'-10„ :.:.::f ::::::......................_... 661 6'- 10" 7'-0" 6'-10" 6'- 10" 1,_p,' TYPICAL TIE -DOWN DETAIL CHASSIS M12x11.8 FRAME RAIL I �- FRAME CLIP FRAME TIE — JACK STAND WITH HOOK S 45' ANGLE ABS BASE PAD AS SPECIFIED ROSS �DRIVEANCHORS LONGITUDINAL TIE—DOWN DETAIL STAND ADS AS SPECIFIED DRIVE ANCHORS BLOCK SPACING AT I -BEAMS (TYP) ANCHOR & TIE -DOWN SPACING (TYPICAL) Q�OFNoo LI�F� G. �P � Q • YC/,9��s� >- 0048658 v; By Yuri at 11:30:42 AM, 311212020 TAPPROVED PFS CORPORATION ❑X FBNR DW 031W 020 Plan Approvalit: PFS 0012 of BLOCKING & TIE -1 1/8" = 0 0 0 N '1_ Z o� 4i m J U m � w N Z Y 6i Q 02 0 V) a- 0 0 F- M 0 LL, r Ogg w0�0o 0 0 0 0 0 i U 0 J O w I w O Li wLL U — _�w as$< N K Ll Q Z LLI N = U J 30� m [El- SYMBOL LEGEND NOTES: 1. BLOCK SPACING MAY VARY DUE TO AXLE HANGERS OR OTHER STRUCTURAL OBSTRUCTIONS. 2. BASE PADS ARE TO BE 24" x 24" ABS PADS. 16" x 18" ABS BASE PADS MAY BE USED AT EXTERIOR DOOR LOCATIONS FOR DOOR ADJUSTMENT WHERE NECESSARY. 3. SINGLE BLOCK STACKS ARE LIMITED TO THREE BLOCKS HIGH. ANY BLOCK STACK REQUIRING MORE THAN THREE 8" x 8" x 16" BLOCKS MUST BE DOUBLED AND CROSS -STACKED. THIS DOES NOT CHANGE ANCHORING LOCATIONS OR QUANTITIES. 4. ASSUMED SOIL BEARING CAPACITY IS 2000 PSF. SITE SPECIFIC SOIL CONDITIONS ARE TO BE VERIFIED BY OWNER, OR OWNER'S AGENT. LATERAL FRAME TIE -DOWN STRAP SECURED TO I -BEAM AT AN ANGLE. IF USING EARTH AUGER ANCHOR, ANGLE NOT TO EXCEED 45' FROM HORIZONTAL. IF USING X -PLATE ANCHOR, ANGLE NOT TO EXCEED 30' FROM HORIZONTAL. a - LONGITUDINAL FRAME TIE -DOWN STRAP SECURED TO I -BEAM AT AN ANGLE. IF USING EARTH AUGER ANCHOR, ANGLE NOT TO EXCEED 45' FROM HORIZONTAL. IF USING X -PLATE ANCHOR, ANGLE NOT TO EXCEED 30' FROM HORIZONTAL. TYPICAL TIE -DOWN DETAIL CHASSIS M12x11.8 FRAME RAIL I �- FRAME CLIP FRAME TIE — JACK STAND WITH HOOK S 45' ANGLE ABS BASE PAD AS SPECIFIED ROSS �DRIVEANCHORS LONGITUDINAL TIE—DOWN DETAIL STAND ADS AS SPECIFIED DRIVE ANCHORS BLOCK SPACING AT I -BEAMS (TYP) ANCHOR & TIE -DOWN SPACING (TYPICAL) Q�OFNoo LI�F� G. �P � Q • YC/,9��s� >- 0048658 v; By Yuri at 11:30:42 AM, 311212020 TAPPROVED PFS CORPORATION ❑X FBNR DW 031W 020 Plan Approvalit: PFS 0012 of BLOCKING & TIE -1 1/8" = 0 0 0 N '1_ Z o� 4i m J U m � w N Z Y 6i Q 02 0 V) a- 0 0 F- M 0 LL, r Ogg w0�0o 0 0 0 0 0 i U 0 J O w I w O Li wLL U — _�w as$< N K Ll Q Z LLI N = U J 30� m [El- 50'-0" 32'-0" INSTALL AXLES W/ EQUALIZERS CENTERLINE OF AXLES (2/2 BRAKE/IDLER) AXLES 7 x 16 _Z OUTRIGGERS (TYP.) n n O 00 00 <t 00 d' p cD O p (D 00 r7 O Ln _ c0 Ln rl) N N NOTES: FRONT CROSS -MEMBER IS FULL DEPTH I -BEAM (SAME AS CHASSIS) HITCH / COUPLER IS VENTURE OR EQUIVALENT 30,000# MIN. RATED TIRES ARE 8 x 14.5, 8 -ply, 2805# MIN LOAD RATING FRAME PAINT IS EMULSION BASE PAINT OUTRIGGERS AND U -CHANNEL CROSS -MEMBERS ARE 14 ga. MIN. DETACHABI HITCH 050 0 Oo " g J w 0 Ld to a W Q N K w 2 w Q U fn la1 41 = J 3 LZ SHEET No. 11 CHASSIS 1AYOUT r� SCALE: 1/4 P-0" SQL N O N o� �Z 000 0 YU9� m <mo :}00486580;w w �i J U r3W UJ w O' '. Q N CL 0 2 U Slnun_ O w By Yuri at 11:30:43 AM, 311212020 a U .0 w o 050 0 Oo " g J w 0 Ld to a W Q N K w 2 w Q U fn la1 41 = J 3 LZ SHEET No. 11 CHASSIS 1AYOUT r� SCALE: 1/4 P-0" SQL e a9;9z �\\//§ c, § a 2-2«0 %c3 SY MIN. 9DER E \� �\§ � E �\| r _ (\ $ �§■ \ 6 —o / 2-2«o Na3 s P MIN. SDER E y le lG �e � \ 0 Ln 200 Na 2 SY _ MIN. JOISTS AT 1C O.C. (TYPICAL) \? 01 0 0048658 /! <% §\\}) +r;#11::a# 311212020§}} 5\»§ APPROVED kk=5 PFS CORPORATION j/\±k � �" =you EES\) M << — — Jm, 03/13/2020 u> X: Plan Approval #: m «! f ell IL FLOOR FRAMING �YOU�3 +� w. siAF:�� S-3 � ; « 0 I r ....... ��.........��........ ��.........�.�........11........ H.........11 ..... ........ Ij.T...........C�.........�� .... ",in Kl- Z CVS AAlr.l ROOF SIDERAILS (TYP) 24 24 24 24 2x10 No. 2 SYP Min. ROOF RAFTERS AT 24" O.C. (TYP.) 0 0- 0 1 N N II C)�. Z Q�NDO Ll� Com: PSS • YC%9F'.SFO m LJ } 0048658 v w N m �a0aw •..�. �\ u1�.`rSlnar n i By Yuri at 11:30:44 AM, 311212020 0 l 71W w0 0 oU J g APPROVED � Z o 0 Z PFS CORPORATION O w t1 C7 ❑FB o2 ��¢ w N X❑ FBNR w w 03/13/2020 3 o Plan Approval if: PFS 0012 City Or ROOF FRAMING LAYOUT SHEET No. 5 1/2 N 00 1 5/8 3 7/8 AT 24„ o c 2X10 No. 2 SYP MIN RACERS 131 MODULE WIDTH RAFTER IN ELEVATION 11'-11" OVERALL LENGTH 11'-9 3/8" 5 1/2 N 00 p') 1 1'-1 1/4" 1 /8 1 3/4 RAFTER CUT DETAILS 3 7/8 DOL O -Y } 00486580 By Yuri at 11:30:45 AM, 3112/2020 N O N I n o� �Z M w..m J m U p Z W Y 03 OJ U uJ Q U 2 � U w -1 J 0 p APPROVED � W PFS CORPORATION U W FB n «.mow e.K -j Q w � Q QX FBNR ,.. aW �_ u < w V) J 03/13/2020 ui = 3 E Plan Approval #: PFS 0012 vm at n RAFTER Dg AL SHEET No. SYMBOL LEGEND N � nQ U �r�7S 2' x 4' LED LIGHT 24"x 24" SUPPLY �ro�ea DIFFUSER 20 1/2 9 5/8 13 1/8 o 24"x 24" RETURN a Go 0 AIR GRILL OCCUPANT OVERRIDE r , _-10 L --J RETUN AIR 10 �t OFFICE 1 K 1 W RK ARA 2 E 3 �O OF ICE 2 c� Q m $ $ 10 EXI Z 0 n a_ 0 U N W L000 L11 y�9?'S�p z° 0048658vi 04 .�• I -1 _ C4- . M Z O By Yuri at 11:30.46 AM, 311212020 (Structural Aspects Only) Lij m J U m O LU N Z Y i -1 8 3 v Q U OJ 2 0rno-0U D 0 w r �g� NOTE: DUCTING IS CLASS 1, U.L. 181 LISTED FLEXIBLE FIBERGLASS DUCTING. ,,, o U o 0 APPROVED U o j 0 0 U = W PFS CORPORATION O w w � U E] F13 000 O J W of � N K ❑X FBNR r w C7 to 03/13/2020 � Plan Approval #: PFS 012 v CEILING GRID / HVACCEILING GRID / HVAC IAY U SHEET No. 1 S V-0• .�°r M-1 d SYMBOL LEGEND 2' x 4' LED LIGHT 24"x 24" SUPPLY (48 WATTS) DIFFUSER 24"x 24" RETURN PROGRAMMABLE THERMOSTAT W/ 0 AIR GRILL OCCUPANT OVERRIDE r , L --J RETUN AIR OFFICE 1 I ��__I WORK AREA 1 I WORK AREA 2 EXIT OFFICE 2 NOTE: BUILDING IS: 120/240v 3 -WIRE SINGLE PHASE ELECTRICAL CONDUIT: ELECTRICAL NON-METALLIC TUBING ELECTRICAL WIRING: MIN. #12 THHN COPPER WITH GROUND GROUNDING ON SITE: PER 2014 NEC ARTICLE 250-50 O\�Q ND 0 Li CS o �• `p�� o y .Fo Z :> 0048658�i 0_1 4r \ C4 II O —Z By Yuri at 11:30:47 AM, 311212020 (Structural Aspects Only) w m J U m � W O Z Y o o a W Q U 2 U 1-4 0 U Q C) U_ W OJ Q O O U O w p 0 v APPROVED o J v U W_ PFS CORPORATION O W Ln W zil� 0p C�O.J El PB �a vw..e. w 2 Z Lo < �X 0 FBNR we.a gym. WF =NLOw ✓W\ �_, J J 13 1 020 3 Plan Approval k PN,6912 TING SCNL���� SHEET No. Building Divtslon E-1 ELECTRICAL SYMBOL LEGEND 24" x 48" LED LIGHT (48 WATT) RECEPTACLE ELECTRICAL DISTRIBUTION PANEL W/ DATA PLATE WEATHER—PROOF WP GFI RECEPTACLELED EXIT LIGHT w/ BATTERY VANDAL—PROOF EXTERIOR LED LIGHT ON PHOTOCELL GFI EXIT BACK—UP (22 WATT) A OCCUPANCY SENSOR SWITCH EMERGENCY LIGHT w/ BATTERY BACK-UP & REMOTE HEAD 7 -DAY PROGRAMMABLE THERMOSTAT W/ 0 PHONE / DATA STUB -IN OCCUPANT OVERRIDE1:v)EXTERIOR REMOTE HEAD ❑ JUNCTION BOX NOTE: BUILDING IS: 120/240v 3 -WIRE SINGLE PHASE ELECTRICAL CONDUIT: ELECTRICAL NON-METALLIC TUBING ELECTRICAL WIRING: MIN. #12 THHN COPPER WITH GROUND GROUNDING ON SITE: PER 2014 NEC ARTICLE 250-50 O\�Q ND 0 Li CS o �• `p�� o y .Fo Z :> 0048658�i 0_1 4r \ C4 II O —Z By Yuri at 11:30:47 AM, 311212020 (Structural Aspects Only) w m J U m � W O Z Y o o a W Q U 2 U 1-4 0 U Q C) U_ W OJ Q O O U O w p 0 v APPROVED o J v U W_ PFS CORPORATION O W Ln W zil� 0p C�O.J El PB �a vw..e. w 2 Z Lo < �X 0 FBNR we.a gym. WF =NLOw ✓W\ �_, J J 13 1 020 3 Plan Approval k PN,6912 TING SCNL���� SHEET No. Building Divtslon E-1 gU ' �nBS � V) I.— :5 .— � Z � = p '=9;O; Q=Q O0�ait m $ WP GFI J_� C 3/5 Ql o�= W 0 m Z 0 F_ a C) U N LjO00 LIC 1. } 0048658 80 e .�� o - By Yuri at 11:30:47 AM, 311212020 (Structural Aspects Only) m J Umo W � Z Y Li t 3 U Q 0 Q W Q U J 0 S 0 n a O U U Q w U Q 2 L� K W O WJ�OO `� APPROVED u_ o �_ Lj NOTE: PFS CORPORATION U m '- BUILDING IS: 120/240v 3-WIRE SINGLE PHASE ❑ FB _ o W N ELECTRICAL CONDUIT: ELECTRICAL NON-METALLIC TUBING X❑ FBNR " o Ln ELECTRICAL WIRING: MIN. #12 THHN COPPER WITH GROUND ���� 03/13/2020 = w 3 3 GROUNDING ON SITE: PER 2014 NEC ARTICLE 250-50 Plan Approval #. 0 Yvi? 1 POWER DISTRIBUTION SCN&TIC SHEET No. Uti(JjR tA )T : 1/4"= 1'-0" E-2 vision 6 4 2 � RECEPTACLE � 0 FICE 1 WORK AREA 1 WOR AREA 2 WOR AREA 3 OFFICE 2 � 7 D WP GFI GFI RECEPTACLE EXIT LED EXIT LIGHT w/ BATTERY ELECTRICAL SYMBOL LEGEND 24" x 48" LED LIGHT (48 WATT) � RECEPTACLE � ELECTRICAL DISTRIBUTION PANEL W/ DATA PLATE � WEATHER—PROOF WP GFI GFI RECEPTACLE EXIT LED EXIT LIGHT w/ BATTERY VANDAL—PROOF EXTERIOR BACK—UP LED LIGHT ON PHOTOCELL (22 WATT) � OCCUPANCY SENSOR SWITCH � EMERGENCY LIGHT wf BATTERY BACK—UP & REMOTE HEAD 7—DAY PROGRAMMABLE THERMOSTAT W/ 0 PHONE / DATA STUB—IN OCCUPANT OVERRIDE � EXTERIOR REMOTE HEAD ❑ JUNCTION BOX MIN WIRE SIZE 100 AMP 240v SINGLE PHASE MAIN BREAKER PANEL 'A' MIN WIRE SIZE 12 240 v 20 1 2 20 RECEPTS: OFFICE 2 O U) 6 HVAC: OFFICE 2 2 TON/ 10 kW 60 3 4 20 2P 5 6 20 RECEPTS: WORK AREAS 2 & 3 RECEPTS: OFFICE 1 &WORK AREA 1 12 12 LOAD CALC: DEDICATED RECEPT: OFFICE 2 100 AMP co i w p M 9 10 OT ITEM WATTS TOTAL O m a N N � 13 14 6 LED Troffer x 48 360 watts � a o LL N 17 18 0 Recessed Can - LED x 8 0 watts m U p n 21 22 0 LED Troffer x 48 0 watts w ~ 1 Ext. LED Light x 22 28 watts y N O Z 0 Exhaust Fan 80 cfm x 84 0 watts X ~ d O N 17 Recept Duplex x 180 3060 watts $ m. 1 Recept Dedicated x 1920 1920 watts 0 Recepts Heat Tape x 84 0 watts 0 Water Heater (240v) x 84 0 watts ° 0 Water Cooler x 370 0 watts .aa w 0 Res. Refrigerator x 840 0 watts 0 Res. Microwave x 1100 0 watts 1 Emergency Light x 14.4 14.4 watts o! GROUND BAR NEUTRAL 1 Exit Sign x 2.8 3 watts C9 gw 0 Duct Detector x 1 0 watts ° WIRE SIZE OF: TOTAL PANEL LOAD: 1 Bard 2Ton 11 Okw (240v) x 13440 13440 watts aQ p � Total Watts: 18825 watts Bard Yon 110kw (240v) x 13920 0 watts Service Conductors: 3 Voltage: 240 v Service Ground: 8 Total Amps: 78.44 amps Total Watts: 18825 Total Amps: 78.44 Service Conduit Size d a o r IMC 1 1/4 00 PVC 1 1/2 RMC 1 1/4 Z 0 F - o_ U U W O O Z N O In rn ~ ~ N Z Z Z c+> a m m U 77 Y W 0 Lij -j 1. F O a O U APPROVED PFS CORPORATION ?,ADO LI�F,y ❑ FB " �II .<•. a �mm U) ❑X FBNR 0 It VO•�P�� O Yu9i ;rF� Jl ¢ o 0 .9 03/13/2020 LL LL W d O t1/ �V`+0650 Plan Approval #: PFS 0012 ¢ N o U; U W BUILDING TOTAL LOAD: ¢ UL Z U .'• �- U C, W Z ••••• �N S/nern� U W o Panel "B" Load: 18825 watts W By Yuri at 11:30:49 AM, 3/12/2020 Total: 18825 watts Voltage: 240 v ((lup stoedsy leinru)g) Total Amps: 78.44 Amps SHEET No. E-3 MIN WIRE SIZE 100 AMP 240v SINGLE PHASE MAIN BREAKER PANEL 'A' MIN WIRE SIZE 12 LIGHTS: ALL 20 1 2 20 RECEPTS: OFFICE 2 12 6 HVAC: OFFICE 2 2 TON/ 10 kW 60 3 4 20 2P 5 6 20 RECEPTS: WORK AREAS 2 & 3 RECEPTS: OFFICE 1 &WORK AREA 1 12 12 12 DEDICATED RECEPT: OFFICE 2 20 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 City of Wheat R1d9E Building pivis�o� 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 11:;lf -1 Job Address: 1111 o Lo LA I- A Q Permit Number: ;) 0 1 � 0 1 _V-1 CI Ll No one available for inspection: Time AM/PM Re -Inspection required: (Yes/' No When corrections have been made, schedule for re -inspection online at: http;llwww.ci. wheatridge.co. uslinspection Date: Ld Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: ❑ No one available for inspection: Tib Re -Inspection required: Yes(J_ '__') AM/PM When corrections have been made, s'ciiei7a(e•f4_r re -inspection online at: httpYlvvww.ci.wheatridge.co. ushnsp ction D7m-' Inspecto r i A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: 0(Z- Job Address: N � __Ly ►^' lS-,�- �.��_ Permit Number: DC)1 Ck v ;�'1 CI J No one available for inspection: Time AM/PM Re -Inspection required: Yes 1 4 When corrections have been made, schedule for re -inspection online at: h ttp://www. cL wheatridge. co. ushnspection Date: -L3. Inspector: ®O NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: �rt r,,c l,, \ ,, � , , , Job Address: i 1 7 (--) V,.) L-� n' -L Permit Number: ; .1 C, (_,�\ \ ---t"1 Ci, ❑ No one available for inspection: Time `J ` `` AM/PM Re -Inspection required: Yes rN When corrections have been made, schedule for re -inspection online at: http.11www. ci. wheatridge. co. uslinspection Date: `' Inspector: V'.) DO NOT REMOVE THIS NOTICE � � 4 i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: (z_ � �- A r, t W "\. \ (- _ Job Address: L) Lit:, V <- Permit Number: ❑ No one available for inspection: Time ; � AM/PM Re -Inspection required: Yes No/ When corrections have been made, schedule for re -inspection online at: http✓/www. ci. wheatridge. co. usVinspection Date: - �­ 4lnspector:< DO NOT REMOVE THIS NOTICE ❑ Boulder, CO 303.444.1951 Date: ' t Zap Page: _____of ❑ Fort Collins, CO 970.225.9099 By: - _ �C7hkd By: ❑ Winter Park, CO 970.722.7677 Job No: ❑ Glenwood Springs, CO 970.404.3100 Project: ❑ Denver, CO 303.444.1951 Client: www.jvajva.com�r7� ❑ Preliminary ❑Final i S c o 5 z- f a t ct� �aap00L1 41Z .so ��sa Ivo- OC ' t i rr I h f CrtK of i �• �!� �cz�� 1 � i j ev iew dff ode C omp,Iian6e - Te Pla 'Dade i r ! j i C ft: 7 issuolce "f �° P-*It Or 4 o/ ns syecift- --and cam tatrons- not be a p mitr, or app vat fb f Vimotal on tof on mihe to os me to iv/o! cor me the Ci a�Jirgnc4e�. rmlts Y J Pr g t� tY f i Pn ni 9il a tY y l COM &V 1 code or er oaUno : ojpe s not b. c ! I I ! L) 1J LA S �� A J JVA, Incorporated 1319 Spruce Street Boulder, CO 80302 303.444 1951 info®jvajva.com www.jvajva.com December 17, 2019 OZ Architecture Attn: Joe Levi 3003 Larimer St. Denver, CO 80205 RE: City of Wheatridge — Police Evidence Storage Building: Joist Substitution JVA # 11358.4 Dear Joe: The above referenced project indicates 9 %2" TJI 210 @ 16" on plan and the last item of the plan notes indicated 14" TJI 210 @ 16". The plan is correct, and the plan not is incorrect, 9 '/2" I joist are the size required for the new floor framing. The contractor installed 9 %2" LPI 530 @ 16", the installed I -Joist substitution is structurally acceptable. Sincerely, JVA, INCORPO E By: Mark E. Sorenson, P.E. Senior Associate BOULDER FORT COLLI NS WINTER PARK GLENWOOD SPRINGS DENVER 110 , I i CITY OF WHEAT RIDGE -A Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: w Permit Number: 0 o V\ 0- vu k t^(O LA No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 J_ Inspector: DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: v1A C c `N Job Address: i 11,10 w L4(, 4�-. ✓`- Permit Number: o `CA C!)\ `"li Ct J ❑ No one available for inspection: Time , -f AM/PM Re -Inspection required: es4 No When corrections have been made, schedule for re -inspection online at: http ✓/www. ci, wheatridge, co. uslinspection Date: i Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type:�� Job Address: Permit Number:' ❑ No one available for inspecbo.R- Ti f e`a PM Re -Inspection required: Ye� When corrections have been made, schedule for re -inspection online at: http✓/www.ci.wheatridge.co.usrinspe t o Date: /jhspect' of DO NOT REMOVE THIS NOTICE e�A41 CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: -2 � Job Address: Permit Number:; ❑ No one available for inspection: Time f,7 f �M/ m Re -Inspection required: Yes,- o When corrections have been made, schedule for re -inspection online at: httpYlwww. ci. wheatridge, co. uslinspection Date: - }� 141 Inspector: j ­ DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Roofing PERMIT - 201902565 PERMIT NO: 201902565 ISSUED: 12/11/2019 JOB ADDRESS: 11220 W 45th Ave EXPIRES: 12/10/2020 JOB DESCRIPTION: Commercial re -roof with asphalt shingles. Squares: 70; Pitch: 4/12 *** CONTACTS *** OWNER (303)467-5708 CITY OF WHEAT RIDGE POLICE DEP SUB (303)426-8575 JEREMY SHULL 022254 INDEPENDENT ROOFING SPECIALIST *** PARCEL INFO *** ZONE CODE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned USE: UA / Unassigned BLOCK/LOT#: 0 % *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 19,600.00 FEES Total Valuation 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** COMMERCIAL FLAT ROOFS: In order to pass a final inspection on commercial elastomeric or similar type roofing, a WARRANTY LETTER from the manufacturer technical representative stating that "the application of the roof at (project address) has been applied in accordance with the installation instruction for (roof material brand name) roof covering" is required to be on site at the time of final inspection. LADDER MUST BE SET FOR ALL ROOF INSPECTIONS: A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. ALL PITCHED ROOFS REQUIRE A MIDROOF INSPECTION REGARDLESS OF PITCH. MIDROOF & SHEATHING: Effective December 1, 2014, asphalt shingle installations require an approved midroof inspection, conducted when 25-75 percent of the roof covering is installed, prior to final approval. Installation of roof sheathing (new or overlay) is required on the entire roof when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and Mid -roof inspections may be called in at the same time, 100 percent of the sheathing must be complete and 25-75 percent of the midroof may be complete. Asphalt shingles are required to be fastened to the roof deck with a minimum of 6 nails per shingle. A ladder extending 3 feet above the roof eave and secured in place is required to be provided for all roof inspections. REGARDING ROOF VENTILATION: Roof ventilation shall comply with Building Division Policy BD -18-001 for Balanced Ventilation Systems, or manufacturer installation instructions, whichever is more stringent. FOR ROOF PITCH 6/12 AND OVER: Midroof & Final Roof inspections for ROOFS with 6/12 PITCH & OVER: 3rd party inspection will be required for both the midroof and final inspections. The 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the Homeowner. City of Wheat Ridge Commercial Roofing PERMIT - 201902565 PERMIT NO: 201902565 ISSUED: 12/11/2019 JOB ADDRESS: 11220 W 45th Ave EXPIRES: 12/10/2020 JOB DESCRIPTION: Commercial re -roof with asphalt shingles. Squares: 70; Pitch: 4/12 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that -all work_to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. _'. 24- 12-11-11 Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 1 If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services gra i g of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any or ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wh6at l MMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29t' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ' Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: Permits(fti.wheatridae.co.us I FOR OFFICE USE ONLY Date: /cq- 11111q Plan/Pennit # Plan Review Fee: Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: ) 12X0 l.0 yS AV& Property Owner Property Owner Email Phone: 701- Tenant Name (Commercial Projects Only) PI. ucI ' wor& / Pa_rKs y"J Property Owner Mailing Address: (if different than property address) Address: 7 0o 4,' 2,'f /- &c City, State, Zip: lvkezJ- el,, . !a moaT� Architect/Engineer: Architect/Engineer E-mail: Contractor Name: City of Wheat Ridge License #: 1Z22S I Contractor E-mail W1 For Plan Review Questions & Comments (please print): Phone: Z_ C_ Phone: -'-(o L/ e ` dFb-7Lr W. Y Jew CONTACT NAME (please print): _ 44J/- Phone: �U3 - Z12L" ffS7S CONTACT EMAIL(p/ease print): Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a de_ description of work to be performed, Including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. (1' `er'�iolle 3l ,V'5les -}--e 066 . )AS ll �� a � t,�� ct cS�. el� Z' e--bove C,✓C . Si --II( Tz4k- 1► SWk eo."f 30yr SLv..5tcl. Sq. FULF ��v BTUs Amps Squares 76 For Solar: 11112 F Jck Gallons KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: 64c-<- Construction T /( ,LIL Occupancy Load: Square Footage: ed p.sn Project Value: (contract value or the cost of all materials and labor included in the entire project) $ 19. X06. 60 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRA OR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): Z DATE: Printed Name: e'4+ ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION; CONSTRUCTION TYPE: Building Division Valuation: A i CITY OF WHEAT RIDGE Building Inspection Division (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: Permit Number: r_� 10 1 C, 1 i _ s ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes) No When corrections have been made, schedule for re -inspection online at: http://www.ci. wheatridge.co, uslinspection Date: 1 c) .c-� ' l Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Addition PERMIT - 201901779 PERMIT NO: 201901779 ISSUED: 11/22/2019 JOB ADDRESS: 11220 W 45th Ave EXPIRES: 11/21/2020 JOB DESCRIPTION: Add a second floor within one side of the existing structure to create additional storage - 437 sq ft *** CONTACTS *** OWNER (303)205-7611 CITY OF WHEAT RIDGE GC (303)807-1019 KAREN K COMBA 190310 KC CONSTRUCTION SUB (720)217-4402 DS Electric LLC 150091 DS Electric LLC SUB (303)521-7038 ERIC P. HAGER 060069 MAGNUM EDGE, INC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 100,000.00 FEES Total Valuation 0.00 No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2017 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial Addition PERMIT - 201901779 PERMIT NO: 201901779 ISSUED: 11/22/2019 JOB ADDRESS: 11220 W 45th Ave EXPIRES: 11/21/2020 JOB DESCRIPTION: Add a second floor within one side of the existing structure to create additional storage - 437 sq ft I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved pians and specifications; applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this ermrt. I furthe test that I am le ally authorized to include all entities named within this document as parties to the work to be performed and t allk�to be ormed is disclosed in this document and/ox its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1. This permit was issued based on the information provided in thepermit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, po plans and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6, The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinapie or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of heat P dge OMWMUN17Y DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: permits(a)-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: g � 3 ] 7 7 Plan/Permit # klqol Plan Review Fee: 61 Building Permit Application *** Complete all applicable highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Propertv Owner Phone:73dJ ZbJ— 7TJ i I J Property Owner Email: /G(/c-`tom p ci . f j rpt-/'t��r� . Lo. Us Tenant Name (Commercial Projects Only) to Property Owner Mailing Address: (if different than property address) Address: 7_�,-Oo �J , % q �'-Zee_ City, State, Zip: (A) haz. 't' ]Rfld; Q io X 0033 Architect/Engineer: 0 Architect/Engineer E-mail: 11 �w1 �O�� - Com Phone: .�� Contractor Name: City of Wheat Ridge License #: Phone:c) Contractor E-mail Address: l_ *"CotAe, lid Q For Plan Review Questions & Comments (please print): CONTACT NAME (please print): IiLJ Phone: c,—kt 7-01 CONTACT EMAIL(p/ease print): OA 'Om e'4 (P; A M" t 1 c u'I Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields, if applicable. COMMERCIAL ❑ RESIDENTIAL Provide description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. Poor �',i�•�� �� s���f eF Q�c��sn� sfr-� 1140 'Adt)de— evid Pc-�c)Ao, p2 Sq. FULF ApocQ4 BTUs 11' /14 proms VL'9- r" --s "Iewe& , fo /- .PA4.S 10/`?1,J C-C-�, Gallons Amps Squares For Solar: KW # of Panels Requires Structural For Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Square Footage: Project Value: (Contract value or the cost of all materials and labor included in the entire project) 00, O n o OVVNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLEONE: (:O NE (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of OWNE . (CONTRACTOR) Signature (first and last Printed Name: G C DATE: LIZ / DEPARTMENT USE ONLY ' ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPAR MENT COMMENTS: / r eviewer. PUBLIC WORKS COMMENTS: Reviewer. 0 Building Division Valuation: City of WheatI�idge COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and licensemustbe up to date prior to permit issuance. Project Address: I 1 ('16 - 4s! ermit #: General Contractor: k�c= Electrical Sub -Contractor Company Name: ' , ,)s L�e )CPhone #: State License #: �� d 10W 41SMaster #: U � Wheat Ridge License #: S (�� (required field) Signature of Author ed Agent Date Plumbing Sub -Contractor Company Name: I Phone #: State License #: Wheat Ridge License #: Signature of Authorized Agent Mechanical Contractor Master #: (required field) Date Company Name: EJ& Phone: a !� (r 7LO38 Wheat Rid a :—��(Q (required field) J` I C1. 1 1 gnature orized Agent Date Kimberly Cook From: Zach Lovato Sent: Friday, August 23, 2019 10:26 AM To: Kimberly Cook; Dina Kemp Subject: FW: 11220 W 45th Ave - Permit - PD Evidence Building - Arvada Fire ROOTED Zachary Lovato I MANAGER OF PARKS, FORESTRY, AND OPEN SPACE IN City of Wheat Ridge I Parks & Recreation fun CALL: 303-205-7551 www.rootedinfun.com WHEAT RIDGE PARKS 4 RECREATION From: NoReply@mobile-eyes.com <NoReply@mobile-eyes.com> Sent: Friday, August 23, 2019 9:04 AM To: Zach Lovato <zlovato@ci.wheatridge.co.us> Subject: 11220 W 45th Ave - Permit Arvada Fire Protection District Job #190819001 -JH See the following link for your permit in reference to the above job. The Permit card and comment letter must be printed and kept on site at all times, approved plans must be readily available on site upon inspector request. Click on the following link to view the file: htlps://www.mobile- eyes.com/PA DownloadPlans.asp? User=1002230RV&PJFID=895&P1anFile=File Kimberly Cook From: Sent: To: Subject: Attachments: ROOTED f IN in WHEAT RIDGE PARKS i. RECREATION Zach Lovato Friday, August 23, 2019 10:27 AM Kimberly Cook; Dina Kemp FW: Arvada Fire Protection District - Building Plan Review Results - COWR PD Evidence Addition Email Report_2452_8232019.pdf Zachary Lovato I MANAGER OF PARKS, FORESTRY, AND OPEN SPACE City of Wheat Ridge I Parks & Recreation CAL.L: 303-205-7551 www.rootedinfun.com From: Inspector-NoReply@mobile-eyes.org <Inspector-NoReply@mobile-eyes.org> Sent: Friday, August 23, 2019 8:58 AM To: Zach Lovato <zlovato@ci.wheatridge.co.us> Subject: Arvada Fire Protection District - Building Plan Review Results This email was sent to you by the Arvada Fire Department and contains a copy of your recent plan review or inspection. Please save the attached PDF copy for your records. If you have any questions, please call (303) 424-3012 and ask to speak with the inspector indicated on the report. Arvada Fire Protection District Community Risk Reduction Division . 7903 Allison Way - Arvada, CO 80005 Main 303-424-3012 - Fax 303-432-7995 www.arvadafire.com Occupant Name Address: Job Number: Job Description WRPD Evidence 11220 West 45TH Avenue Wheat Ridge, CO 80033 190819001 -JH Addition of a second floor within one side of the existing structure to create additional storage. Modifications will include structural, mechanical and electrical Contractor: Inspection Date: InspectionType: Inspected By Zachary Lovato City of Wheat Ridge 303-205-7551 303-748-5628 c 8/23/2019 Plan Review - Building Addition John Hussey 303-424-3012 john.hussey((Darvadafire.com Plan Type Pass Fail NIA additions/improvements as defined in the drawings and specifications for this project. Original Plan Review Floor 1 Comments [x] [ ] [ ] 1001 Project -The following comments are specific to the plans submitted, all comments shall be Specific addressed in writing to the AFPD: Comments 1. Provide fire alarm plans to AFPD for review. This can be a delayed submittal to AFPD by a fire alarm contractor who is NICET III minimum certified, registered fire protection engineer and/or factory authorized by the fire alarm panel manufacturer for the system present in the building. 2. Fire extinguishers with a minimum rating of 2-A shall be installed in accordance with Section 906.3, Table 906.3(1), 2012 International Fire Code, in the building in conspicuous locations that are unobstructed and along normal paths of travel. The extinguishers shall be securely mounted so that the top is not more than 5 feet above the floor. The clearance between the floor and the bottom of installed hand- held portable fire extinguishers shall be not less than 4 inches. 3. A final inspection and fire depar tment approval shall be required [x] [ ] [ ] 1002 General -These plans have been reviewed to the 2012 International Fire Code and Comments referenced standards as adopted. -These comments, approved plans and permit must be on-site to receive any Fire District inspections. Deviation to the approved plans may require re -submittal for review and approval in order for any further inspections to be performed. NO inspections will occur without Fire District approved plans, comments and permit card available on-site. -Provide fire alarm plans to AFPD for review. This can be a delayed submittal to AFPD by a fire alarm contractor who is NICET 111 minimum certified, registered fire protection engineer and/or factory authorized by the fire alarm panel manufacturer for the system present in the building. -To schedule inspections please log -on to the Mobile Eyes Contractor Permit Portal at http://www.mobile-e yes.com/PA index.asp. All attempts will be made to schedule an inspection for the date and time requested. Inspections will be scheduled based on inspector availability, and will be scheduled within 24-48 hours of the intended request. -Inspections may reveal corrections necessary to bring all work into compliance with applicable codes and standards. [x] [ ] [ ] 1003 Conditions of Approval Status: Approved With Conditions Plans submitted to AFPD are reviewed for compliance per the fire code as adopted and/or amended and any applicable State Of Colorado Requirements. The submitted plans are not reviewed to specific individual project specifications. This report is intended to provide the submitter with the status of plan approval, and any comments that may require further information,verification or action for approval of plans. All plans may be subject to field inspection and/or testing for final approval prior to sign off on a Certificate Of Occupancy or Certificate of Inspection. The approval of plans constitutes a permit to commence workwhere required by the fire code, and is subject to the conditions as may be noted in the comment section in the attached plan review report. Response to this review report as necessary along with the permit fee payment will be required prior to any field inspections. Arvada Fire Protection District Occupant Name: Address: Job Number: Job Description: Plan Type Pass Fail N/A Community Risk Reduction Division 7903 Allison Way - Arvada, CO 80005 Main 303-424-3012 - Fax 303-432-7995 www.arvadafire.com WRPD Evidence 11220 West 45TH Avenue Wheat Ridge, CO 80033 190819001 -JH Addition of a second floor within one side of the existing structure to create additional storage. Modifications will include structural, mechanical and electrical additions/improvements as defined in the drawings and specifications for this project. Original Plan Review Floor 1 Comments Contractor: Inspection Date: InspectionType: Inspected By: Zachary Lovato City of Wheat Ridge 303-205-7551 303-748-5628 c 8/23/2019 Plan Review - Building Addition John Hussey 303-424-3012 john.hussey@arvadafire.com [x] [ ] [) 1001 Project -The following comments are specific to the plans submitted, all comments shall be Specific Comments addressed in writing to the AFPD: 1. Provide fire alarm plans to AFPD for review. This can be a delayed submittal to AFPD by a fire alarm contractor who is NICET 111 minimum certified, registered fire protection engineer and/or factory authorized by the fire alarm panel manufacturer for the system present in the building. 2. Fire extinguishers with a minimum rating of 2-A shall be installed in accordance with Section 906.3, Table 906.3(1), 2012 International Fire Code, in the building in conspicuous locations that are unobstructed and along normal paths of travel. The extinguishers shall be securely mounted so that the top is not more than 5 feet above the floor. The clearance between the floor and the bottom of installed hand-held portable fire extinguishers shall be not less than 4 inches. 3. A final inspection and fire department approval shall be required [x] [ ] [) 1002 General -These plans have been reviewed to the 2012 International Fire Code and referenced Comments standards as adopted. -These comments, approved plans and permit must be on-site to receive any Fire District inspections. Deviation to the approved plans may require re -submittal for review and approval in order for any further inspections to be performed. NO inspections will occur without Fire District approved plans, comments and permit card available on-site. -Provide fire alarm plans to AFPD for review. This can be a delayed submittal to AFPD by a fire alarm contractor who is NICET Ill minimum certified, registered fire protection engineer and/or factory authorized by the fire alarm panel manufacturer for the system present in the building. -To schedule inspections please log -on to the Mobile Eyes Contractor Permit Portal at http://www.mobile-eyes.com/P`A_index.asp. All attempts will be made to schedule an inspection for the date and time requested. Inspections will be scheduled based on inspector availability, and will be scheduled within 24-48 hours of the intended request. -Inspections may reveal corrections necessary to bring all work into compliance with applicable codes and standards. [x] [ ] [ ] 1003 Conditions of Approval Status: Approved With Conditions Plans submitted to AFPD are reviewed for compliance per the fire code as adopted and/or amended and any applicable State Of Colorado Requirements. The submitted plans are not reviewed to specific individual project specifications. This report is intended to provide the submitter with the status of plan approval, and any comments that may require further information,verification or action for approval of plans. All plans may be subject to field inspection and/or testing for final approval prior to sign off on a Certificate Of Occupancy or Certificate of Inspection. The approval of plans constitutes a permit to commence workwhere required by the fire code, and is subject to the conditions as may be noted in the comment section in the attached plan review report. Response to this review report as necessary along with the permit fee payment will be required prior to any field inspections. e � 14, RECEIVED W Cit of e Y NOV 1s2 ,; Wh6atpud COMMUNITY DEVELOPMENT SUB -CONTRACTOR AUTHORIZATION FORM This form must be signed by each sub -contractor. This form will not be accepted with missing information. Subcontractor's City of Wheat Ridge License number must be provided in the applicable space. Subcontractor's insurance and license must he up to date prior to permit issuance. Project Address:) p (� _ Cj 1 ermit #:920%,50 9 q,7 General Contractor: i5 ' . 0(-r1 �;-ru C� 0.r) -)C Electrical Sub -Contractor Company Name:. EAeC I C Phone #: State License #: � ipw 5% _ `0-1 S �U Wheat Ridge License #: 15 vvq (required field) Signature of Autho d Agent Date Plumbing Sub -Contractor I Company Name: Iq Phone #: State License #: Master #: Wheat Ridge License #: (required field) Signature of Authorized Agent Mechanical Contractor Date Company Name:1A� Phone:_ n,,51 5111 D 38 Wheat Ride ��(�lla �� (required field) 19 nature rized Agent Date 11cy) A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: q19 i F 11 _ Job Address: W Permit Number: �U/80 ti's 7 ❑ No one available for inspection: Time % / AM/PM Re -Inspection required: Yes N When corrections have been made, call for re -inspection at 303-234- q' I1 / 5933 Date: � Inspector: I� / Y DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: qlg Arr- Lpj is C -,-c S� Job Address: I % d- 2,G l V `,9iPermitNumber: ❑ No one available for inspection: Time AM/PM Re -Inspection required: (jYeNo When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: it r DO NOT REMOVE THIS NOTICE City of Wheat Ridge Commercial Miscellan PERMIT - 201802275 PERMIT NO: 201802275 ISSUED: 08/15/2018 JOB ADDRESS: 11220 W 45th Ave EXPIRES: 08/15/2019 JOB DESCRIPTION: Remove obsolete fire suppression system from storage areas *** CONTACTS *** OWNER (303)467-5708 CITY OF WHEAT RIDGE POLICE DEP *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: UA / Unassigned BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 3,706.00 FEES Total Valuation 0.00 No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** ***-CONDITIONS *** All work shall comply 2012 International Codes, 2017 NEC (if applicable), and ordinances adopted by the City of Wheat Ridge. Work is subject to field inspections. 1, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications; applicable building codes, and all applica'auth e municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and amorzed toobtain thisthis ermit.urtherattest hat I amlegalauthorized to include al[ entities named within this document as partes to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. Z. This. permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit tee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Budding Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permitshall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or any. ordinance or, . ulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Oficial Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of Wheat ,dge COMMUNITY DEVELOPMENT Building & Inspection Services Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(cki.wheatridge.co.us I FOR OFFICE USE ONLY I Date: Plan/Permit # Plan Review Fee: Building Permit Application *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: L Z O W Phone: 203 L/3.!�_3 l67 Property Owner (please print): (,J �� �;�( c,� \ ROLL LJ£( t.t �rv►e�F 3u X� z 3s- Phone:.?© ?_ 2 3.5- Z z4�Sz �z V Property Owner Email: Tenant (Commercial Projects Only) Property Owner Mailing Address: (if different than property address) Address: -7 S O O LJ, ?_184 City, State, zip: LJ tX eC`J OU- _A L� eOO3.3 Architect/Engineer E-mail: Phone: Contractor Name: 1 r! e_ A L 67 � ,Vie! !4nJ T'� fe S� Jae-�`% 60.11^ pA,�, 4 City of Wheat Ridge License #: Q �U_0 9(9 Phone: 303 2 3 y 55-0 Contractor E-mail Address: For Plan Review Questions & Comments (please print): CONTACT NAME (please print): AfOtWAL. SctrL_J�1ev Phone: 203 L/3.!�_3 l67 CONTACT EMAIL(p/ease print): lUoy.ua� Q'? �7i ;"e—C'_ex IJ , Cb rn Sub Contractors (Must provide Wheat Ridge License No.): Electrical: Plumbing: Mechanical: W.R. City License # W.R. City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # 0 COMMERCIAL ❑ RESIDENTIAL Description of work: For ALL projects, provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc. C>U -0- d SaiE Tc S� P �✓ es S < SSS >�e,vt���> 61 C©V0-fJXc.+LzV' Sq. FULF Amps BTUs Gallons Squares Commercial Projects Only: Occupancy Type: Construction Type: Occupancy Load: Project Value: (Contract value or the cost of all materials and labor included in the entire project) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided on the application. CIRCLE ONE: (OWNER) (CONTRACTOR) o AUTHORIZED REPRESENTAT/VE of (OWNER) (CONTRACTOR) Signature (first and last name): / L%Z��rf / DATE: / Printed Name: kRy 4 Sc ✓, ( lay "2y - ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: 3.5 INSPECTION RECORD Inspection online form: http://www.ci.wheatridge.co.us/inspection Cancellations must be submitted via the online form before 8 a.m. the day of the inspection Inspections will not be performed unless this card is posted on the project site Request an inspepti n before MIDNIGHT (11:59 PM) to receive an inspection the following business day s PERMIT: �- % ! 1, `� ADDRESS: -�,�� (", ; �� t'_ JO C� i CODE. Foundation Inspections na+o I Inspector I Initials Comments 1o,Caissons / Piers 103 Footing E. Letter ,'I C ° • f " 104 Foundation Setback Cert. 105 Stem Wallsi, A F 4 o` 106 Foundation wall Insulation Do Not Pour Concrete Prior To Approval Of The Above Inspections Underground / Slab Inspections Date Inspector Initials Comments 201 Electrical / Cable/ Conduit 5 7 Z+y Sewer Underground Int. Sewer Underground Ext. U.Plumbing Underground Int. 205 Plumbing Underground Ext. Water Underground Do Not Cover Underground or Below / In -Slab Work Prior To Approval Of The Above Inspections SEE OVER FOR ADDITIONAL INSPECTIONS IT�� 1 ✓ / ADDRESS: PERM� SOB CODE:\����ti� Rough Inspection (continued) Rough Mechanical Residential 317 Rough Mechanical Commercial 30R Boiler / Furnace ' Hot water tank 320 Drywall screw and Nail Mt Moisture board / shower walls 322 Rough Grading 323 Miscellaneous Final Inspections 402 Gas Meter Release 4= Final Electrical Residential 404 Final Electrical Commercial 40 Final Mechanical Residential 406 Final Mechanical Commercial 4W Final Plumbing Residential 408 Final Plumbing Commercial 409 Final Roof 410 Final Window/Door 411 Landscape/Park/Planning* 412 Row/Drainage/Public Works** ffFire ain Inspection** p. / Fire Protection***Works Final** 416 Storm Water Mgmt.** 417 Zoning Final Inspection* 418 Building Final inspection Date I Inspector Initials Inspector Date Initials rI-i Kxc+e-S-C- / /q z / Comments Comments Inspections from these entities shall be requested one week in advance. *For landscaping and parking inspections please call 303-235-2846 **For ROW and drainage inspections please call 303-235-2861 ***For fire inspections please contact the Fire Protection District for your project. Note: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate of Occupancy is issued. Approval of the Final Building Inspection does not constitute authorization of occupancy. For Low Voltage permits please be sure that rough inspections are completed by the Fire District and Electrical low voltage by the Building Division. 1 ° o m n m a ►at W N. P- om m rm:trri, s yn M G CL Em n H Qw"�y� r, O oc 0 �, f ` o �. rha z �H rNrr d n �eD A b �n ro a� OO� rr ZN 1p Byc, ro� Pj O H z w° A c y 111 n M O. F+- Cl) H C A m A a p a m .07 N N N d �QC)o9 y o o n \ I„h a ro Oz�o ''a= P, ".(D n0 ft ra o o'��^' rr f1 ' A y rQ fD (D 0 00 k n rraa o. o Z w � fDa s Cao cn bIQ ycy p N M r[�7 .�J. 0. m K ACS •rnw�v� to F, o 0 m N w o� a91 z CD W-I A 10 O m 114 0 N w � A '.1 0 a~ M 0 Q y 'T A �• y 0. b o 1 car M w w H rr b O YC lV H a 1 pCrJ rq 14 m oo C� O o o C R eo ►� 0 ri a ~ m� O 0 � W +' � "r9� A 0 E. ° � �1 �. �o ° °° IQ = m n L P. rt, 0 c Nf o r*ep n a a d o d =°: S N �fb fbA w A o v' A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1 �` Job Address: Permit Number: ❑ No one available for inspection: Time /Q : 3"�' AM�4 Re -Inspection required: Yes 0 When corrections have been made, call for re -inspection at 303-234-5933 Date: 5 l I L-) 1 Inspector: R :� DO NOT REMOVE THIS NOTICE '-3� i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: y f S Job Address: Z Z U t� ti Tip ):4 Permit Number: 160 ❑ No one available for inspection: Time ),-�,', 1,4 G AMA DM Re -Inspection require Yes No When corrections have been made, call for re -inspection at 303303-2 Date: ! V Inspector: : DO NOT REMOVE THIS NOTICE i 1* � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: �z F- Job Address: � L Permit Number: �7 (, i-`+ A yyy ckjc.D ❑ No one available for inspection: Time t - r�G (APM r Re -Inspection required: Yes (No� When corrections have been made, call for re -inspection pt 303-234-5933 Date: s� a l __Inspector: DO NOT REMOVE THIS NOTICE T,.{� 3o3-5�1-3315'1/ A i CITY OF WHEAT RIDGE sy _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type:�%-I �y�6 Fine Job Address: Permit Number: 267CO �E3 ❑ No one available for inspection: Time ►�� a _ AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303 -234 - Date: 6-- % / Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 311 C in G Job Address: e,/ Permit Number:OF_ ❑ No one available for inspection: Time// AM/PM Re -Inspection required: Yes 8 When corrections have been made, call for re -inspection at 303-234-5933 Date: L, 7/' Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 /1 L fit C_ Job Address: q G 2a Lyth e - Permit Number: e / Z2 , t/ % E ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes 'N When corregfion have been made, call for re -inspection of 303-234- Date:- V61-1 Inspector:�T 1� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: -3// EV1 l 4 Job Address: 11 (IV �1 6-11, Ale Permit Number: �7 / 70/,' I C; ❑ No one available for in - tion: Time )60 AM/PM Re -Inspection required:Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: �v� Inspector: dl 7 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3c / Da'1 E�i Job Address: ) ) �- '-V `/ 'r 4,G2 Permit Number: ?-O/%d60,q- 3 ❑ No one available for inspection: Time AM/PM Re -Inspection required: YesNo 2 When corrections have been made, ca f e -inspection at 303-234-5933 Date: '_�- 6 Inspector: M T DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _:�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t -4 R M G - Job Address: I U (J �-N 5 Permit Number: O (', C)s -3 3 i17R ❑ No one available for inspection: Time l b , � �-TPM Re -Inspection required: Yes When corrections have been made, cal for re -inspection at 303-234-5933 Date: �� a `1 ! -i, Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: .3o % 1� r(f, Job Address: I )9W� W 416"'1 fly& Permit Number: 9-p/70,6'0,i 3 ❑ No one available for inspection: Time Q;91 AM/PM Re -Inspection required: Yes /No *When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: f % DO NOT REMOVE THIS NOTICE 301ION SIH13AOPV ghf ION 00 :aoloadsul w -e ££ 5-ti£Z-£o£ leuiloadsut-aa aoi peo `opew uaaq aneu'suo loaaaoo uagm, 601joadsui saA :paainbaa uoiloodsul-aa[Nd/INV owl aol ajgejiene auo ON r S ogol to f :aaquanN ilLuaad i--� h (� :ssaappd qof Q :edA1 uollpadsul 331ION N01133dSNI xe� 6z68-L�z (�0�) • a�lo sssz-5sz (soE) aull uo/loadsul SS6S-pge (EOE) uolslnla uoll3adsul Buipim8 30ala 1V3HM d0 A110 H i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: "' "' cQri r -A Job Address: I( o o O W y S iv) )4 Permit Number: 07 C) e r el— 1e- ❑ No one available for inspection: Time j d r0lpm Re -Inspection required: Yes 9 When corrections have been made, call for re -inspection at 303-234-5933 Date:a 1 I L/ InspectoF9 4�._ ) a, 1-,4,4 DO NOT REMOVE THIS NOTICE A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2o6 -mJ aoof Job Address: )172o qr, SVP, Permit Number: 201706653 ❑ No one available for inspection: Time —1 1 �5- Re-Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: -?/15/1 `U Inspector: Dare LOVN " DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9�Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3z� 40 ).4 - fz, ZI, Job Address: i t aQ O w `A Sj4N YW Permit Number: I 13 Ga 3 t",- �? Jai - ❑ No one available for inspection: TimeA�a7PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 11 ) "g Inspector. _ —T' DO NOT REMOVE THIS NOTICE 0 V i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3`2 Job Address: ) I act c� Permit Number: Qz�) I --�- (0 Q' ❑ No one available for inspection: Time Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 ! / Inspect DO NOT REMOVE THIS NOTICE V � A i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3 `� - ", ► 0,42 Job Address: 1 1 D c�L Q U-) `t Permit Number: 0131 `+ 0 iG�S IJNo one available for inspection: Timed . A Re -Inspection required: Yes(:,N:o) When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspecto DO NOT REMOVE THIS NOTICE V e CITY OF WHEAT RIDGE / �J Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTIONNOTIQE Inspection Type: w C' 1 t�� Job Address: i I ' W y 's - Permit Permit Number: 0 (? / --�© G C) !S- ❑ No one available for inspection: Time a ANN Re -Inspection required: Ye No When corrections have been made, call for re -inspection at 303-234-5933 Date: /119 Inspecto : Z.17Ut.-� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: t1hfI otM d Job Address: / Permit Number: 2-0170 6 of I ❑ No one available for inspection: Time U' `) C-/AM/PM Re -Inspection required: Yes UNo When corrections have been made, call for re -inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE A , City of Wheat Ridge Commercial Mechanica PERMIT - 201707956 PERMIT NO: 201707956 ISSUED: 10/03/2017 JOB ADDRESS: 11220 W 45th AVE EXPIRES: 10/03/2018 JOB DESCRIPTION: Three Modine model PTC -555 unit heaters with concentric vents, combustion air and thermostats, exhaust fans, ductwork *** CONTACTS *** OWNER (303)205-7611 CITY OF WHEAT RIDGE SUB (303)595-0214 Don Calahan 170479 Calahan Construction Services SUB (303)232-4343 Louis A. Franzen 019827 Walrath Heating and Air Cond C *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 12,660.00 FEES Total Valuation 0.00 No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that 1 am t7�e legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this . 1 further a st that leggally authorized to include all entities named within this document as parties to the work to be p ormed and that a w k be p rtormed is disclosed in this document a d/or its' accompanying approved plans and specifications. i at re of OWN or C RACTOR (Circle one) ate I. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the originalpermit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any applicable code or,any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. City of WheatR-T COMMUNITY DEVELOPMENT Building 6 Inspection Services Division 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 . Fax: 303-237-8929 Inspection Line: 303-234-5933 Email: perm its(a)ci.wheatridge.co.us j FOR OFFICE USE ONLY rpate: r, Cj Plan/Pennit N X) X Plan Review Fee: Building Permit Application "* Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. " Property Address: a -Q O W 4 Property Owner (please print): (� ,�s� `C� 0 est Phone: Property Owner Email: Mailing Address: (if different than property address) Address: City, State, Zip: Architect/Engineer E-mail: Phone: Contractor: A G�� 0-,c n Q_>4 nc-� Contractors City License #: Contractor E-mail Address: Sub Contractors: Electrical: W.R. City License # Other City Licensed Sub: City License # Plumbing: W.R. City License # Phone: 3 03 - G q. S — L) a 14 Other City Licensed Sub: City License # Mechanical: W a'`V- �4N 4?l W.R. City License # t cl %a---1 Complete all information on BOTH sides of this form ❑ COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) ❑ NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING RESIDENTIAL ADDITION ❑ WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) —C�fQe ry-,\-Cg�� mocw P' rC - S5 S �� � � ``'lC�on c2n4�kC� s 4,- oma--, Com-� '-r, 0 5� e s 1 �s �u �-k � .OAJ--o ` W Sq. FtJLF Amps Btu's Squares Gallons Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE: (OWNER) (ONTRACTOR) r (AUTHORIZED REPRE FNTAT/VE) of (OWNER) (CONTRACTOR) PRINT NAME-%lZ-��� SIGNATURE• DATE: l a�T t I ZONING COMMMENTS Reviewer BUILDING DEPARTMENT COMMENTS: Reviewer. PUBLIC WORKS COMMENTS. Reviewer PROOF OF SUBMISSION FORMS Fire Department ❑ Received ❑ Not Required Water District ❑ Received ❑ Not Required Sanitation District ❑ Received ❑ Not Required DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION TYPE OF CONSTRUCTION SPRINKLERED OCCUPANT LOAD Building Division Valuation: $ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 3b Job Address: Permit Number: iO/ %6960- 3 ❑ No one available for inspection: Time %' AM/PM i Re -Inspection required: Yes /No 4 .✓ When corrections have been made, call for re -inspection at 303-234-5933 Date: l�' � '/�Inspector:eG� r%114— DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE _1�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: S �r°�-t Job Address: (-15-64t Permit Number: aLO`70� S3 -:1 7 ❑ No one available for inspection; Time. A !PM .) Re -Inspection required: Yes a o ' When corrections have been made, call for re -inspection at 303-234-5933 DateX , Z � /% Inspector: DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: i1 aao y Permit Number: 20,1706005-3 ❑ No one available for inspection: Time /o- Af IF M Re -Inspection required: Yes �o When corrections have been made, call for re -inspection at 303 -234 - Date: /6-'17 Inspector: S%� DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: raja Job Address: 11226 W • 4S -C h Permit Number: 2J _Z0&6; j --S V ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 31 Date: 10,4 U Inspector: DO NOT REMOVE THIS NOT1C i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 2701 �[�� C�'P�l f C'CI a Job Address: 11 226 VJ 4S Ah Avt Permit Number: ❑ No one available for inspection: Time AM/PM Re -Inspection required: Yes No When corrections have been made, call for re -inspection at 303-234-5933 Date: 1 Inspector: DO NOT REMOVE THIS NOTICE City of Wheat Ridge ` Commercial New Struc PERMIT - 201706053 PERMIT NO: 201706053 ISSUED: 10/13/2017 JOB ADDRESS: 11220 W 45th AVE EXPIRES: 10/13/2018 JOB DESCRIPTION: New commercial structure for City of Wheat Ridge, single story 40 x 50 storage building, Parks, Forestry and Open Space Dept. *** CONTACTS *** OWNER (720)244-3306 CITY OF WHEAT RIDGE GC (303)595-0214 Don Calahan 170479 Calahan Construction Services SUB (303)232-4343 Louis A. Franzen 019827 Walrath Heating and Air Cond C SUB (303)419-6153 Ron Dick 170624 Arapahoe Plumbing Co Inc SUB (303)434-0335 Craig Reynolds 021669 Lord & Reynolds Elect. Svcs *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 420 / Storage Warehouse; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 317,000.00 FEES Total Valuation 0.00 No Fees 0.00 ** TOTAL ** 0.00 *** COMMENTS *** *** CONDITIONS *** Approval from presiding fire department required prior to final building inspection sign -off. All roughs to be done at Framing Inspection. Landscaping removed or damaged during construction must be replaced prior to final inspection. Approved per plans and red -line notes on plans. Must comply with 2012 IBC, 2014 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. City of Wheat Ridge Commercial New Struc PERMIT - 201706053 PERMIT NO: 201706053 ISSUED: 10/13/2017 JOB ADDRESS: 11220 W 45th AVE EXPIRES: 10/13/2018 JOB DESCRIPTION: New commercial structure for City of Wheat Ridge, single story 40 x 50 storage building, Parks, Forestry and Open Space Dept. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am fie legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. est that I am le ally authorized to include all entities named within this document as parties to the work to be performe all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. SigAA- re of OWNER or CONTRACTOR (Circle one) Date t I, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and Bu - received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Isuance of a new permit shall be subject to the standard requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any_or dmance or regulation of this jurisdiction. Approval of work is subject to field inspection. 44 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. FOR OFFICE USE ONLY City Of Date: Wheatf dge _ COMMUNITY DEVELOPMENT Plan/Permit# Building & Inspection Services Division 7500 W. 2911 Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 i Plan Review Fee: Inspection Line: 303-234-5933 Email: permits(a)ci.wheatridge.co.us Building Permit Application �--- *** Please complete all highlighted areas on both sides of this form. Incomplete applications may not be processed. *** Property Address: Z w ��7� /4 cJ� , GyhP�f �c�e C C/+1 0 9 Property Owner (please print): 15-1 FoO h j 514 c E Phone: 303--Zy S -?'53 Property Owner Email: ✓1'I ( f� C C i , w� -e -t -�dl2 oy S Mailing Address: (if different than property address) Address: // /o t'uos" City, State, Zip: Ad cll<� , (C) 5 Architect/Engineer: ���� c'�",`7rO�p A/-C4,4ect3 !; , l/ SSIT 6 Architect/Engineer E-mail: 1 s2"' f; g ! 0 COMMERCIAL ❑ RESIDENTIAL Description of work: (Check all that apply) NEW COMMERCIAL STRUCTURE ❑ ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE ❑ COMMERCIAL ROOFING ❑ COMMERCIAL ADDITION ❑ RESIDENTIAL ROOFING ❑ RESDENTIAL ADDITION ❑ WINDOW REPLACEMENT ❑ COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ RESIDENTIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) ❑ MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ❑ ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT ❑ OTHER (Describe) (For ALL projects, please provide a detailed description of work to be performed, including current use of areas, proposed uses, square footage, existing condition and proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.) ( s F Q CSq-t LF 1892 Btu's Gallons Amps Squares Other Project Value: (Contract value or the cost of all materials and labor included in the entire project) $ 317/ C)C)0 t 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 1 assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the truthfulness of the information provided own the application. CIRCLE ONE: (OWNER) (CONTRACTOR) "or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name): Vcl- I g' �� (4 ?a DATE: DEPARTMENT ��USE ONLY ZONINGCOMMMENTSo^ ����L"P(c r^y���tit�� OCCUPANCY CLASSIFICATION: Reviewer: � 7 / cyqq - BUILDING DEPARTMENT COMMENTS:1' Reviewer: 1Z' Y — roo, ..IG VvowT;;, : Bx + cam aF un -1-, 7'ioN avp. PVIJ O-K- 6Ia.4167 Building Division Valuation: $ City of W heat Iicge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project 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. Date: 14 Z 6 7 Project Address: 112 Z U �U �j. TN U �� ��-1 Ole Name of Firm/Individual submitting documents: CG IC-ItiuA (aK S4,'ud o, � r'u,cps /f cAa.J a fa 4 ti-, Project Type/Description:, ti ��' S fol y ^ 4 o`K q �� r r�, n b' x J 1 W e r Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY I, Gary Charbonnier am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency rePles Dted: (Please check one) o Wheat Ridge Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Signature: Date: August 15, 2017 (Agency Representative) City of W heat Ridge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.E 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project 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. Date: Project Address: It ZZ Q W 4 - AyE Name of Firm/individual submitting documents: Cct /0-4011 ("'51r, J', Project Type/Description: 5( Signature of Firm Representative or Individual: la(k,-1q goxsc) DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agencyreoresented• (Please check one) o Wheat Ridge Fire Protection ak Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other C/ Signature: �`_ [7� Date: (Agency Representative) CRY of Wheatle CITY Or WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project 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. Date: �� ` Z o Project Address: 1 12- Z U CV A� 714 AVE, ( j 4,J AJI �e Name of Firm/Individual submitting documents: C (G.taA (o-t$4/J.-o-, SruItPs /6c4ar) a h a`i Project Type/Description: or Y 510--'t 9 r l r n 6 f x r7 o Sewer or w 4-e! /teed d Signature of Firm Representative or Individual: � "-- R 1,' a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Age_ ncy represented: (Please check one) o Wheat Ridge Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o consolidated Mutual Water District Valley Water District o Denver Water Agency Notes: o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other City of whcatliqdge CITY OF WHEAT RIDGE BUILDING AND INSPECTION SERVICES DIVISION 7500 W 29th Ave Wheat Ridge, CO 80033-8001 p. 303.235.2855.f 303.237.8929 Proof of Submission for Permitting/Plan Review A copy of this form must be completed by each agency indicated on the Permit Submittal Checklist for the project 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. Date: Project Address: Name of Firm/Individual submitting documents: Project Type/Description: Signature of Firm Representative or Individual: DO NOT WRITE BELOW THIS POINT - FOR AGENCY USE ONLY 1, , am a duly authorized representative of the agency indicated below and do, by my signature below, hereby acknowledge receipt of documents necessary for review and approval of the project indicated above. Agency represented: (Please check one) o West Metro Fire Protection o Arvada Fire Protection o Wheat Ridge Water District o Consolidated Mutual Water District o Valley Water District o Denver Water Agency Notes: Signature: Date: (Agency Representative) o Wheat Ridge Sanitation District o Clear Creek Sanitation District o Fruitdale Sanitation District o Westridge Sanitation District o Other Structural Design Calculations For WHEAT RIDGE STORAGE BUILDING 11220 West 45th Avenue Wheat Ridge, Colorado �y d 08-09-2017 ��tRid�e INTERGROUP ARCHITECTS r - De �, CQ T1� 5$&322-' Kansa 6 NI _81641.3 2 w�—e i I_ a e e F _i eers.c -i ce KS 913 X432-3222_ j j � E F{J— F-I, 1 a� —��—�— I Table of Contents Design Loads 2-8 Beam Designs 9-18 Column Design 19-22 Lateral Design 23-37 Foundation Design 38-42 08/09/2017 Apex Engineers, Inc. 1 of 42 Design Loads 08/09/2017 Apex Engineers, Inc. 2 of 42 _7 X - Project: Wheatrid e Vehicle Storage Apex Engineers, Inc. 2701 Lawrence St., Denver, Co P: (720) 588-3222 Info@apex-enginers.com Architect: Intergroup Engineer: DCS Checked: JML Project Information Sheet lwww.apex-engineers.com Building Code: 2012 International Building Code Occupancy Building Dept: City of Wheatridge fl Soils Engineer: Terracon Bearing Pressure: 3500 psf Report No.: 25135068 Min. Dead: 500 psf Foundation Type: Spread Footings Side Shear: na psf Gravity Loads Lateral Information Floor Loads Wind Floor Dead: 80 psf Wind Speed: 105 MPH Floor Live: 50 psf Exposure: C Elevation 5280 ft Density Factor 85.4% Roof Loads Roof Dead: 20 psf Seismic Roof Live: 20 psf Latitude: 3937988 N Longitude: -105.122709 W Site Class: D Snow Loads Ss: 0.192 g Ground Snow: 30 psf S,: 0.060 g Min. Roof Snow: 30 psf Flat Roof Snow, Pf: 30 psf Building Dimensions Building Length L= 50 ft Pf = 0.7 Ce Ci Ig Pg Building Width B= 40 ft Ce = 1.00 Parapet Height P= 0 ft Ci = 1.00 Roof Height H = 20 ft Ig = 1.00 Floors (Above Grade) 0 Floors Density V= 17.9 pcf Hb = 1.68 ft Drift Along Wall L B Wb = #DIV/0! #DIV/0! ft Hd = 0.00 0.00 ft Pm = 0.00 0.00 psf 08/09/2017 Apex Engineers, Inc. 3 of 42 Mapped Acceleration Parameters Ss = 0.192 g S1 = 0.060 g Site Class from Soils Report D Adiusted Maximum Considered Earthquake Fa = 1.600 Fv = 2.400 SMS = 0.307 g SM1 = 0.144 g Design Spectral Acceleration Parameters SIDS = 0.2046 g `S- D1 = 0.0959 g Buildina Parameters 1 = II = 1.00 H = 20 ft Type = All Other Types H. STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS R = 3 Cd = 3 Qo = 3 Design Category B Building Period Ta = 0.189 sec TL = 4 sec Map Seismic Response Coefficient Cs,min = 0.0100 Cs = 0.0682 Cs,max = 0.1690 Cs= 0.0682 08/09/2017 Apex Engineers, Inc. 4 of 42 Project: Wheatrid e Vehicle Storage Apex Engineers, Inc. 2701 Lawrence St., Denver, Co P: (720) 588-3222 Info@apex-enginers.com www.apex-engineers.com Architect: Intergroup Engineer: DCS Checked: JML ASCE 7 - Seismic Design Calculations Mapped Acceleration Parameters Ss = 0.192 g S1 = 0.060 g Site Class from Soils Report D Adiusted Maximum Considered Earthquake Fa = 1.600 Fv = 2.400 SMS = 0.307 g SM1 = 0.144 g Design Spectral Acceleration Parameters SIDS = 0.2046 g `S- D1 = 0.0959 g Buildina Parameters 1 = II = 1.00 H = 20 ft Type = All Other Types H. STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE, EXCLUDING CANTILEVER COLUMN SYSTEMS R = 3 Cd = 3 Qo = 3 Design Category B Building Period Ta = 0.189 sec TL = 4 sec Map Seismic Response Coefficient Cs,min = 0.0100 Cs = 0.0682 Cs,max = 0.1690 Cs= 0.0682 08/09/2017 Apex Engineers, Inc. 4 of 42 Seismic Parameters Cs = 0.0682 Design Category: B T = 0.189 k = 1 Seismic Forces Base Shear V= Cs*W = 2.73 Kips Level Weight (k) Project: Wheatrid e Vehicle Storage Apex Engineers, Inc. 2701 Lawrence St., Denver, Co P: (720) 588-3222 Info@apex-enginers.com www.apex-engineers.com Architect: Intergroup Engineer: DCS Checked: JML ASCE 7 - Seismic Design Calculations Seismic Parameters Cs = 0.0682 Design Category: B T = 0.189 k = 1 Seismic Forces Base Shear V= Cs*W = 2.73 Kips Level Weight (k) Vertical Distribution of Seismic Load, Fx Height (ft) wxhx^k Cv,x Fx Diaphragm Load, Fp,x FEW FF Fp,x Roof 40 20 800 1 2.73 40 2.73 2.73 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 0 0 0 0.00 0 0.00 0.00 Totals 40 800 08/09/2017 Apex Engineers, Inc. 5 of 42 V ,.a APEX Project: Wheatrid e Vehicle Storage Apex Engineers, Inc. 2701 Lawrence St., Denver, Co P: (720) 588-3222 Info@apex-enginers.com lwww.apex-engineers.com Architect: Intergroup Engineer: DCS Checked: JML ASCE 7 - Wind Calculation Site Inputs Exposure Category Basic Wind Speed V Topographic Factor Kzt Directionality Factor Kd Roof Height H Parapet Height P Building Length L Building Width B Effective Area of Components A Strip Widths a Min. Wall Pressure Pmin. Velocity Pressure psf Air Density Reduction? -1.60 Velocity Pressure Coefficient Kh qh = 0.00256 Kh Kzt Kd V2 qh Net Parapet Pressure 0.81 Velocity Pressure Coefficient Kp qp = 0.00256 Kh Kzt Kd V2 Combined Net Pressure Coef. G Cpn p=gp(GCpn) p Net Wall Pressures p = qh ((G Cpf )-(G Cpi )) GCoi= 0.18 or -0.18 SurfaceGCp f Net Pressure with (+GCp i) (-GCp i ) 1 0.40 4.76 12.55 1E 0.61 9.30 17.09 4 -0.29 -10.17 -2.38 4E -0.43 1 -13.20 -5.41 ASCE 7-10 C GCP = 105 mph = 1 Flat = 0.85 R1 = 20 ft = 0 ft = 50 ft = 40 ft = 50 s.f. = 4 ft = 16 psf No 0.90 = 21.64 psf 0.90 21.64 psf = 2.5 54.1 psf Design pressures for components and cladding p - qh[ (G GO - (G C-PiA G Cp = external pressure coefficient. Zone GCP - GCP (+GCp i) (-GCp i) Positive Negative R1 0.23 -0.93 0.41 -1.11 16.00 -24.08 R2 0.23 -1.30 0.41 -1.48 16.00 -32.02 R3 0.23 -1.60 0.41 -1.78 16.00 -38.51 W4 0.81 -0.855 0.99 -1.04 21.42 -22.39 W5 0.81 -1.035 0.99 -1.22 21.42 -26.29 08/09/2017 Apex Engineers, Inc. 6 of 42 PT Project: Wheatrid e Vehicle Storage Apex Engineers, Inc. 2701 Lawrence St., Denver, Co P: (720) 588-3222 Info@apex-enginers.com www.apex-engineers.com Architect: Intergroup Engineer: DCS Checked: JML Wind Calculation 08/09/2017 Apex Engineers, Inc. 7 of 42 8/2/2016 Design Maps Summary Report WUM Design Maps Summary Report User -Specified Input Report Title Wheatridge Vehicle Storage Tue August 2, 2016 20:03:43 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 39.779890N, 105.12271°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III SS = 0.192 g SMS = 0.307 g SDS = 0.205 g S1 = 0.060 g S,1 = 0.144 g SDI = 0.096 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 0.32 0.22 0.24 p 0.20 0.16 N 0.12 0.02 0.04 MCER Response Spectrum 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) 0.21 0.18 0.15 v� V) 0.03 0.06 0.03 Design Response Spectrum 0.00 1 1 i h i -i + i i i - I 0.00 0.20 0.40 0.60 0.50 1.00 1.20 1.40 1.60 1.80 2.00 Period, T (sec) Although this information is a product ofthe U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. 08/09/2017 Apex Engineers, Inc. 8 of 42 http://ehpl-earthquake.cr.usgs.gov/designm aps/us/sum m ary.php?tem plate=mini mal&I atitude= 39.77988758842329&1 ongitude=-105.12270926961412&siteclass=... 1 /1 08/09/2017 Apex Engineers, Inc. 9 of 42 �9 MEMBER REPORT Roof, Roof Rafters 1 piece(s) 16" T]I@ 210 @ 24" OC Overall Sloped Length: 22' 1 11/16" a 12 20' 1 2 All locations are measured from the outside face of left support (or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF I Load: Combination (Pattern) Member Reaction (Ibs) 943 @ 2 1/2" 1679 (3.50") Passed (56%) 1.15 1.0 D + 1.0 S (All Spans) Shear (Ibs) 916 @ 3 1/2" 2519 Passed (36%) 1.15 1.0 D + 1.0 S (All Spans) Moment (Ft-Ibs) 4658 @ 30' 3 1/2" 5911 Passed (79%) 1.15 1.0 D + 1.0 S (All Spans) Live Load Defl. (in) 0.435 @ SO' 3 1/2" 0.709 Passed (L/586) -- 1.0 D + 1.0 S (All Spans) Total Load Defl. (in) 0.664 @ 10'3 1/2" 1.063 Passed (L/384) -- 1.0 D + 1.0 S (All Spans) • Deflection criteria: LL (L/360) and TL (L/240). Top Edge Bracing (Lu): Top compression edge must be braced at 3' 11" o/c unless detailed otherwise. Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 21' 8" o/c unless detailed otherwise. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads Bearing Length Loads to Supports (Ibs) Roof Live (non -snow; 1,2S) Supports Total Available Required Dead Roof Snow Total Accessories 15.0 20.0 Live Roof 1 - Beveled Plate - SPF 3.50" 3.50" 1.75" 325 412 618 1355 Blocking 2 - Beveled Plate - SPF 3.50" 3.50" 1.75" 325 412 618 1355 Blocking • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Loads " Location (Side) Spacing Dead (0.90) Roof Live (non -snow; 1,2S) Snow (1.15) Comments 1 - Uniform (PSF) 0 to 20' 7" 24" 15.0 20.0 30.0 Roof Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser fadlities are third -party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR -1153 and ESR -1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyeriiaeuser.com/woodproducts/document-IJbrary. The product application, input design loads, dimensions and support information have been provided by Forte Software Operator Forte Software Operator Job NotesI, Hunter Senior Apex Engineers, Inc. - (720)588-3222 hunter@apex-engineers. corn08/09/2017 Apex Engineers, Inc. System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2009 Design Methodology : ASD Member Pitch: 4/12 SUSTAINABLE FORESTRY INITIATIVE 8/912017 1:47:47 PM Forte v5.3, Design Engine: V7.0.0.5 Wheatridge storage buddingAte 10074%eIof1 Title Block Line 1 You can change this area using the "Settings" menu item and then using the 'Printing & Title Block" selection. Title Block Line 6 Steel Beam Description: GRIDLINE B - CENTER BEAM SPAN 1 CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis: Major Axis Bending Project Title: Engineer: Project Descr: D(O.40) S(0.60) W 16x26 Span = 19.750 ft Project ID: Pnnted: 9 AUG 2017. 151 PM - G:\Denver\Pro)ects\14ZVA,f-tf�2FPP41-HIOKR388-31WOL43A,O.EG6 ENERCALC, INC 1983-2017, Build: 14.17.7.24. Ver -10.17.7.24 Fy : Steel Yield : 50.0 ksi E: Modulus: 29,000.0 ksi - ► Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Loads on all spans... Uniform Load on ALL spans : D = 0.020, S = 0.030 ksf, Tributary Width = 20.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.454: 1 Maximum Shear Stress Ratio = 0.144 : 1 Section used for this span W16x26 Section used for this span W1 6x26 Ma: Applied 50.026 k -ft Va : Applied 10.132 k Mn / Omega: Allowable 110.279 k -ft Vn/Omega : Allowable 70.509 k Load Combination +D+S+H Load Combination +D+S+H Location of maximum on span 9.875ft Location of maximum on span 0.000 ft Span # where maximum occurs Span # 1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection 0.236 in Ratio= 1.002 >=360 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.404 in Ratio = 586 >=180 Max Upward Total Deflection 0.000 in Ratio= <180 Maximum Forces & Stresses for Load Combinations__ Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/O a Cb Rm Va Max Vnx Vnx/Omega +D+H - - Dsgn. L = 19.75 ft 1 0.188 0.060 20.77 20.77 184.17 110.28 1.00 1.00 4.21 117.75 70.51 +D+L+H Dsgn. L= 19.75 ft 1 0.188 0.060 20.77 20.77 184.17 110.28 1.00 1.00 4.21 117.75 70.51 +D+Lr+H Dsgn. L = 19.75 ft 1 0.188 0.060 20.77 20.77 184.17 110.28 1.00 1.00 4.21 117.75 70.51 +D+S+H Dsgn. L = 19.75 ft 1 0.454 0.144 50.03 50.03 184.17 110.28 1.00 1.00 10.13 117.75 70.51 +D+0.750Lr+0.750L+H Dsgn.L = 19.75 It 1 0.188 0.060 20.77 20.77 184.17 110.28 1.00 1.00 4.21 117.75 70.51 +D+0.750L+0.750S+H Dsgn. L = 19.75 It 1 0,387 0.123 42.71 42.71 184.17 110.28 1.00 1.00 8.65 117.75 70.51 +D+0.60W+H Dsgn. L = 19.75 It 1 0.188 0.060 20.77 20.77 184.17 110.28 1.00 1.00 4.21 117.75 70.51 +D+0.70E+H Dsgn.L = 19.75 ft 1 0.188 0.060 20.77 20.77 184.17 110.28 1.00 1.00 4.21 117.75 70.51 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 19.75 It 1 0.188 0.060 20.77 20.77 184.17 110.28 1.00 1.00 4.21 117.75 70.51 +D+0.750L+0.750S+0.450W+H Dsgn. L = 19.75 ft 1 0.387 0.123 42.71 42.71 184.17 110.28 1,00 1.00 8.65 117.75 70.51 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 19.75 It 1 0.387 0.123 42.71 42.71 184.17 110.28 1.00 1.00 8.65 117.75 70.51 +O.60D+0.6� 7 Dsgn. L = 1 0.113 0.036 Apex Engineers, II 12.46 1.046 184.17 110.28 1.00 1.00 2.52 11 2 119.75 70.51 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6__ printed: 9 AUG 2017. 1:51 PM Steel Beam File = G:iDenveAProjeCts0ZVAd-U12FPP41-HIOKR366-3\WOL43A-O.EC6 ENERCALC, INC 1983-2017, BtOd:10,17.7.24,Ver.10.17.7.24 Description : GRIDLINE B - CENTER BEAM SPAN 1 Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +0.60D+0.70E+0.60H Dsgn. L = 19.75 ft 1 0.113 0.036 12.46 12.46 184.17 110.28 1.00 1.00 2.52 117.75 70.51 Overall Maximum Deflections Load Combination Span Max. "-" Def! _ Location in Span Load Combination Max. "+' Defl Location in Span +D+S+H 1 0.4042 9.931 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 10.132 10.132 Overall MlNimum 2.524 2.524 +D+H 4.207 4.207 +D+L+H 4.207 4.207 +D+Lr+H 4.207 4.207 +D+S+H 10.132 10.132 +D+0.750Lr+0.750L+H 4.207 4.207 +D+0.750L+0.750S+H 8.651 8.651 +D+0.60W+H 4.207 4.207 +D+0.70E+H 4.207 4.207 +D+0.750Lr+0.750L+0.450W+H 4.207 4.207 +D+0.750L+0.750S+0.450W+H 8.651 8.651 +0+0.750L+0.750S+0.5250E+H 8.651 8.651 +0.60D+0.60W+0.60H 2.524 2.524 +0.60D+0.70E+0.60H 2.524 2.524 D Only 4.207 4.207 Lr Only L Only S Only 5.925 5.925 W Only E Only H Only 08/09/2017 Apex Engineers, Inc. 12 of 42 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Description : GRIDLINE B - CENTER BEAM SPAN 2 CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Strength Design Beam Bracing: Beam bracing is defined as a set spacing over all spans Bending Axis: Major Axis Bending Unbraced Lengths First Brace starts at 1.333 ft from Left -Most support Regular spacing of lateral supports on length of beam = 1.333 ft Project Title: Engineer: Project Descr: X w1ex25 ® w16x25 Span = 5.250 ft Span = 25.0 ft Project ID: Pnnted: 9 AUG 2017, 1:51 PM Fy : Steel Yield : 50.0 ksi E: Modulus: 29,000.0 ksi Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Max Stress Ratios Loads on all spans... Summary of Moment Values Uniform Load on ALL spans: D = 0.020, S = 0.030 ksf, Tributary Width = 20.0 ft Load(s) for Span Number 1 Span # M Point Load : D = 4.380, S = 5.980 k @ 0.0 ft Mmax + Mmax - DESIGN SUMMARY Mnx Mnx/Omega Cb Rm Maximum Bending Stress Ratio = 0.621 : 1 Maximum Shear Stress Ratio = Section used for this span W16x26 Section used for this span Ma : Applied 68.530 k -ft Va : Applied Mn / Omega : Allowable 110.279 k -ft Vn/Omega : Allowable Load Combination +D+S+H Load Combination Location of maximum on span 5.250ft Location of maximum on span Span # where maximum occurs Span # 1 Span # where maximum occurs Maximum Deflection 0.070 Max Downward Transient Deflection 0.304 in Ratio = 986>=360 Max Upward Transient Deflection -0.010 in Ratio = 12,222 -360 Max Downward Total Deflection 0.515 in Ratio = 583 >=180 Max Upward Total Deflection -0.015 in Ratio = 8237 >=180 Maximum Forces & Stresses for Load Combinations -13.08 0.223 W 16x26 15.747 k 70.509 k +D+S+H 5.250 ft Span # 1 Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +D+H Dsgn. L = 1.32 ft 1 0.056 0.070 -6.17 6.17 184.17 110.28 1.00 1.00 4.94 117.75 70.51 Dsgn. L = 1.32 ft 1 0.119 0.078 -0.00 -13.08 13.08 184.17 110.28 1.00 1.00 5.51 117.75 70.51 Dsgn. L = 1.34 ft 1 0.189 0.086 -0.00 -20.87 20.87 184.17 110.28 1.00 1.00 6.08 117.75 70.51 Dsgn. L = 1.26 ft 1 0.262 0.094 -0.00 -28.87 28.87 184.17 110.28 1.00 1.00 6.62 117.75 70.51 Dsgn. L = 1.40 ft 2 0.262 0.092 -0.00 -28.87 28.87 184.17 110.28 1.13 1.00 6.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.183 0.083 -0.00 -20.21 20.21 184.17 110.28 1.16 1.00 5.88 117.75 70.51 Dsgn. L = 1.30 ft 2 0.117 0.076 -0.00 -12.92 12.92 184.17 110.28 1.24 1.00 5.33 117.75 70.51 Dsgn. L = 1.40 it 2 0.058 0.068 -0.00 -6.36 6.36 184.17 110.28 1,64 1.00 4.78 117.75 70.51 Dsgn. L = 1.30 ft 2 0.045 0.059 4.99 -0.09 4.99 184.17 110.28 1.74 1.00 4.18 117.75 70.51 Dsgn. L = 1.30 ft 2 0.085 0.051 9.34 4.99 9.34 184.17 110.28 1.24 1.00 3.63 117.75 70.51 Dsgn. L = 1.40 ft 2 0.120 0.044 13.22 9.34 13.22 184.17 110.28 1.13 1.00 3.07 117.75 70.51 Dsgn. L = 1.30 ft 2 0.146 0.035 16.08 13.22 16.08 184.17 110.28 1.08 1.00 2.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.165 0.027 18.22 16.08 18.22 184.17 110.28 1.05 1.00 1.92 117.75 70.51 Dsgn. L = 1.40 ft 2 0.179 0.019 19.71 18.22 19.71 184.17 110.28 1.03 1.00 1.37 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.011 20.36 19.71 20.36 184.17 110.28 1.01 1.00 0.77 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.005 20.41 20.28 20.41 184.17 110.28 1.00 1.00 0.34 117.75 70.51 Dsgn.L68/t➢WM17 2 0.184 0.013 20.28 Apex Efgigtneers,20.Q8 184.17 110.28 1.01 1.00 0.93 181 #42 70.51 Dsgn. L = 1.30 ft 2 0.176 0.021 19.39 17.82 19.39 184.17 110.28 1.03 1.00 1.49 117.75 70.51 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Project Title: Engineer: Project Descr: Project ID: Punted 9 AUG 2017, 151 PM Steed Beam File=G;DenverlProjectsll4ZVAJ-UI2FPP41-H10KR386-31WOL43A-QEC6 ENERCALG, INC 1983-2017, Build: 1017.7.24, Vec10 177:24 i.OiENGINEERS Description : GRIDLINE B - CENTER BEAM SPAN 2 Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = 1.30 ft 2 0.162 0.029 17.82 15.53 17.82 184.17 110.28 1.05 1.00 2.04 117.75 70.51 Dsgn. L = 1.40 ft 2 0.141 0.037 15.53 12.25 15.53 184.17 110.28 1.08 1.00 2.64 117.75 70.51 Dsgn. L = 1.30 ft 2 0.111 0.045 12.25 8.47 12.25 184.17 110.28 1.12 1.00 3.19 117.75 70.51 Dsgn. L = 1.30 ft 2 0.077 0.053 8.47 3.96 8.47 184.17 110.28 1.23 1.00 3.74 117.75 70.51 Dsgn. L = 1.00 ft 2 0.036 0.059 3.96 3.96 184.17 110.28 1.58 1.00 4.17 117.75 70.51 +D+L+H Dsgn. L = 1.32 ft 1 0.056 0.070 -6.17 6.17 184.17 110.28 1.00 1.00 4.94 117.75 70.51 Dsgn. L = 1.32 ft 1 0.119 0.078 -0.00 -13.08 13.08 184.17 110.28 1.00 1.00 5.51 117.75 70.51 Dsgn. L = 1.34 it 1 0.189 0.086 -0.00 -20.87 20.87 184.17 110.28 1.00 1.00 6.08 117.75 70.51 Dsgn. L = 1.26 It 1 0.262 0.094 -0.00 -28.87 28.87 184.17 110.28 1.00 1.00 6.62 117.75 70.51 Dsgn. L = 1.40 ft 2 0.262 0.092 -0.00 -28.87 28.87 184.17 110.28 1.13 1.00 6.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.183 0.083 -0.00 -20.21 20.21 184.17 110.28 1.16 1.00 5.88 117.75 70.51 Dsgn. L = 1.30 ft 2 0.117 0.076 -0.00 -12.92 12.92 184.17 110.28 1.24 1.00 5.33 117.75 70.51 Dsgn. L = 1.40 ft 2 0.058 0.068 -0.00 -6.36 6.36 184.17 110.28 1.64 1.00 4.78 117.75 70.51 Dsgn. L = 1.30 ft 2 0.045 0.059 4.99 -0.09 4.99 184.17 110.28 1.74 1.00 4.18 117.75 70.51 Dsgn. L = 1.30 ft 2 0.085 0.051 9.34 4.99 9.34 184.17 110.28 1.24 1.00 3.63 117.75 70.51 Dsgn. L = 1.40 ft 2 0.120 0.044 13.22 9.34 13.22 184.17 110.28 1.13 1.00 3.07 117.75 70.51 Dsgn. L = 1.30 ft 2 0.146 0.035 16.08 13,22 16.08 184.17 110.28 1.08 1.00 2.48 117.75 70.51 Dsgn. L = 1.30 It 2 0.165 0.027 18.22 16.08 18.22 184.17 110.28 1.05 1.00 1.92 117.75 70.51 Dsgn. L = 1.40 ft 2 0.179 0.019 19.71 18.22 19.71 184.17 110.28 1.03 1.00 1.37 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.011 20.36 19.71 20.36 184.17 110.28 1.01 1.00 0.77 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.005 20.41 20.28 20.41 184.17 110.28 1.00 1.00 0.34 117.75 70.51 Dsgn. L = 1.40 ft 2 0.184 0.013 20.28 19.39 20.28 184.17 110.28 1.01 1.00 0.93 117.75 70.51 Dsgn. L = 1.30 ft 2 0.176 0.021 19.39 17.82 19.39 184.17 110.28 1.03 1.00 1.49 117.75 70.51 Dsgn. L = 1.30 ft 2 0.162 0.029 17.82 15.53 17.82 184.17 110.28 1.05 1.00 2.04 117.75 70.51 Dsgn. L = 1.40 ft 2 0.141 0.037 15.53 12.25 15.53 184.17 110.28 1.08 1.00 2.64 117.75 70.51 Dsgn. L = 1.30 ft 2 0.111 0.045 12.25 8.47 12.25 184.17 110.28 1.12 1.00 3.19 117.75 70.51 Dsgn. L = 1.30 ft 2 0.077 0.053 8.47 3.96 8.47 184.17 110.28 1.23 1.00 3.74 117.75 70.51 Dsgn. L = 1.00 it 2 0.036 0.059 3.96 3.96 184.17 110.28 1.58 1.00 4.17 117.75 70.51 +D+Lr+H Dsgn. L = 1.32 ft 1 0.056 0.070 -6.17 6.17 184.17 110.28 1.00 1.00 4.94 117.75 70.51 Dsgn. L = 1.32 it 1 0.119 0.078 -0.00 -13.08 13.08 184.17 110.28 1.00 1.00 5.51 117.75 70.51 Dsgn. L = 1.34 ft 1 0.189 0.086 -0.00 -20.87 20.87 184.17 110.28 1.00 1.00 6.08 117.75 70.51 Dsgn. L = 1.26 ft 1 0.262 0.094 -0.00 -28.87 28.87 184.17 110.28 1.00 1.00 6.62 117.75 70.51 Dsgn. L = 1.40 ft 2 0.262 0.092 -0.00 -28.87 28.87 184.17 110.28 1.13 1.00 6.48 117.75 70.51 Dsgn. L = 1.30 it 2 0.183 0.083 -0.00 -20.21 20.21 184.17 110.28 1.16 1.00 5.88 117.75 70.51 Dsgn. L = 1.30 ft 2 0.117 0.076 -0.00 -12.92 12.92 184.17 110.28 1.24 1.00 5.33 117.75 70.51 Dsgn. L = 1.40 ft 2 0.058 0.068 -0.00 -6.36 6.36 184.17 110.28 1.64 1.00 4.78 117.75 70.51 Dsgn. L = 1.30 ft 2 0.045 0.059 4.99 -0.09 4.99 184.17 110.28 1.74 1.00 4.18 117.75 70.51 Dsgn. L = 1.30 ft 2 0.085 0.051 9.34 4.99 9.34 184.17 110.28 1.24 1.00 3.63 117.75 70.51 Dsgn. L = 1.40 ft 2 0.120 0.044 13.22 9.34 13.22 184.17 110.28 1.13 1.00 3.07 117.75 70.51 Dsgn. L = 1.30 ft 2 0.146 0.035 16.08 13.22 16.08 184.17 110.28 1.08 1.00 2.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.165 0.027 18.22 16.08 18.22 184.17 110.28 1.05 1.00 1.92 117.75 70.51 Dsgn. L = 1.40 ft 2 0.179 0.019 19.71 18.22 19.71 184.17 110.28 1.03 1.00 1.37 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.011 20.36 19.71 20.36 184.17 110.28 1.01 1.00 0.77 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.005 20.41 20.28 20.41 184.17 110.28 1.00 1.00 0.34 117.75 70.51 Dsgn. L = 1.40 ft 2 0.184 0.013 20.28 19.39 20.28 184.17 110.28 1.01 1.00 0.93 117.75 70.51 Dsgn. L = 1.30 It 2 0.176 0.021 19.39 17.82 19.39 184.17 110.28 1.03 1.00 1.49 117.75 70.51 Dsgn. L = 1.30 ft 2 0.162 0.029 17.82 15.53 17.82 184.17 110.28 1.05 1.00 2.04 117.75 70.51 Dsgn. L = 1.40 ft 2 0.141 0.037 15.53 12.25 15.53 184.17 110.28 1.08 1.00 2.64 117.75 70.51 Dsgn. L = 1.30 ft 2 0.111 0.045 12.25 8.47 12.25 184.17 110.28 1.12 1.00 3.19 117.75 70.51 Dsgn. L = 1.30 ft 2 0.077 0.053 8.47 3.96 8.47 184.17 110.28 1.23 1.00 3.74 117.75 70.51 Dsgn. L = 1.00 It 2 0.036 0.059 3.96 3.96 184.17 110.28 1.58 1.00 4.17 117.75 70.51 +D+S+H Dsgn. L = 1.32 ft 1 0.132 0.166 -14.60 14.60 184.17 110.28 1.00 1.00 11.72 117.75 70.51 Dsgn. L = 1.32 it 1 0.281 0.185 -0.00 -31.00 31.00 184.17 110.28 1.00 1.00 13.07 117.75 70.51 Dsgn. L = 1.34 It 1 0.449 0.205 -0.00 49.50 49.50 184.17 110.28 1.00 1.00 14.45 117.75 70.51 Dsgn. L = 1.26 ft 1 0.621 0.223 -0.00 -68.53 68.53 184.17 110.28 1.00 1.00 15.75 117.75 70.51 Dsgn. L = 1.40 ft 2 0.621 0.221 -0.00 -68.53 68.53 184.17 110.28 1.14 1.00 15.57 117.75 70.51 Dsgn. L = 1.30 It 2 0.433 0.200 -0.00 47.74 47.74 184.17 110.28 1.16 1.00 14.13 117.75 70.51 Dsgn. L = 1.30 It 2 0.274 0.181 -0.00 -30.24 30.24 184.17 110.28 1.25 1.00 12.80 117.75 70.51 Dsgn. L = 1.40 ft 2 0.131 0.163 0.57 -14.47 14.47 184.17 110.28 1.69 1.00 11.46 117.75 70.51 Dsgn. L = 1.30 It 2 0.115 0.142 12.74 0.57 12.74 184.17 110.28 1.67 1.00 10.03 117.75 70.51 Dsgn. L = 1.30 ft 2 0.210 0.123 23.17 12.74 23.17 184.17 110.28 1.23 1.00 8.69 117.75 70.51 Dsgn. L = 1.40 ft 2 0.294 0.104 32.46 23.17 32.46 184.17 110.28 1.13 1.00 7.36 117.75 70.51 Dsgn. L = 1.30 ft 2 0.356 0.084 39.30 32.46 39.30 184.17 110.28 1.08 1.00 5.92 117.75 70.51 Dsgn. L = 1.30 ft 2 0.403 0.065 44.39 39.30 44.39 184.17 110.28 1.05 1.00 4.59 117.75 70.51 Dsgn. L®8/OWN17 2 0.435 0.046 47.94 Apex ffQtteers,U& 184.17 110.28 1.03 1.00 3.25 141a1792 70.51 Dsgn. L = 1.30 ft 2 0.448 0.026 49.44 47.94 49.44 184.17 110.28 1.01 1.00 1.82 117.75 70.51 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & 49.55 Title Block' selection. 110.28 Title Block Line 6 _ Printed 9 AUG 2017, 1 51PM Steed Beam _ File=G!iDenveAProlect\14ZVAJ-UI2FPP41-HH10KR386-31WOL43A-O.EG6 Dsgn. L = ENERCALC, INC. 1983-2017, WIdt10,17.7.24,Ver.10.17.7.24 KW -06005244 Licensee: -A-PE)CENGINEERS IN Description : GRIDLINE B - CENTER BEAM SPAN 2 49.20 Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = 1.30 ft 2 0.449 0.012 49.55 49.20 49.55 184.17 110.28 1.00 1.00 0.85 117.75 70.51 Dsgn. L = 1.40 ft 2 0.446 0.032 49.20 47.01 49.20 184.17 110.28 1.01 1.00 2.29 117.75 70.51 Dsgn. L = 1.30 ft 2 0.426 0.051 47.01 43.17 47.01 184.17 110.28 1.03 1.00 3.62 117.75 70.51 Dsgn. L = 1.30 ft 2 0.391 0.070 43.17 37.59 43.17 184.17 110.28 1.05 1.00 4.95 117.75 70.51 Dsgn. L = 1.40 ft 2 0.341 0.091 37.59 29.65 37.59 184.17 110.28 1.08 1.00 6.39 117.75 70.51 Dsgn. L = 1.30 it 2 0.269 0.110 29.65 20.48 29.65 184.17 110.28 1.12 1.00 7.72 117.75 70.51 Dsgn. L = 1.30 ft 2 0.186 0.128 20.48 9.57 20.48 184.17 110.28 1.23 1.00 9.06 117.75 70.51 Dsgn. L = 1.00 ft 2 0.087 0.143 9.57 9.57 184.17 110.28 1.58 1.00 10.08 117.75 70.51 +D+0.750Lr+0.750L+H Dsgn. L = 1.32 ft 1 0.056 0.070 -6.17 6.17 184.17 110.28 1.00 1.00 4.94 117.75 70.51 Dsgn. L = 1.32 It 1 0.119 0.078 -0.00 -13.08 13.08 184.17 110.28 1.00 1.00 5.51 117.75 70.51 Dsgn. L = 1.34 ft 1 0.189 0.086 -0.00 -20.87 20.87 184.17 110.28 1.00 1.00 6.08 117.75 70.51 Dsgn. L = 1.26 ft 1 0.262 0.094 -0.00 -28.87 28.87 184.17 110.28 1.00 1.00 6.62 117.75 70.51 Dsgn. L = 1.40 ft 2 0.262 0.092 -0.00 -28.87 28.87 184,17 110.28 1.13 1.00 6.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.183 0.083 -0.00 -20.21 20.21 184.17 110.28 1.16 1.00 5.88 117.75 70.51 Dsgn. L = 1.30 ft 2 0.117 0.076 -0.00 -12.92 12.92 184.17 110.28 1.24 1.00 5.33 117.75 70.51 Dsgn. L = 1.40 ft 2 0.058 0.068 -0.00 -6.36 6.36 184.17 110.28 1.64 1.00 4.78 117.75 70.51 Dsgn. L = 1.30 ft 2 0.045 0.059 4.99 -0.09 4.99 184.17 110.28 1.74 1.00 4.18 117.75 70.51 Dsgn. L = 1.30 ft 2 0.085 0.051 9.34 4.99 9.34 184.17 110.28 1.24 1.00 3.63 117.75 70.51 Dsgn. L = 1.40 ft 2 0.120 0.044 13.22 9.34 13.22 184.17 110.28 1.13 1.00 3.07 117.75 70.51 Dsgn. L = 1.30 ft 2 0.146 0.035 16.08 13.22 16.08 184.17 110.28 1.08 1.00 2.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.165 0.027 18.22 16.08 18.22 184.17 110.28 1.05 1.00 1.92 117.75 70.51 Dsgn. L = 1.40 ft 2 0.179 0.019 19.71 18.22 19.71 184.17 110.28 1.03 1.00 1.37 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.011 20.36 19.71 20.36 184.17 110.28 1.01 1.00 0.77 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.005 20.41 20.28 20.41 184.17 110.28 1.00 1.00 0.34 117.75 70.51 Dsgn. L = 1.40 It 2 0.184 0.013 20.28 19.39 20.28 184.17 110.28 1.01 1.00 0.93 117.75 70.51 Dsgn. L = 1.30 ft 2 0.176 0.021 19.39 17.82 19.39 184.17 110.28 1.03 1.00 1.49 117.75 70.51 Dsgn. L = 1.30 ft 2 0.162 0.029 17.82 15.53 17.82 184.17 110.28 1.05 1.00 2.04 117.75 70.51 Dsgn. L = 1.40 it 2 0.141 0.037 15.53 12.25 15.53 184.17 110.28 1.08 1.00 2.64 117.75 70.51 Dsgn. L = 1.30 ft 2 0.111 0.045 12.25 8.47 12.25 184.17 110.28 1.12 1.00 3.19 117.75 70.51 Dsgn. L = 1.30 ft 2 0.077 0.053 8.47 3.96 8.47 184.17 110.28 1.23 1.00 3.74 117.75 70.51 Dsgn. L = 1.00 ft 2 0.036 0.059 3.96 3.96 184.17 110.28 1.58 1.00 4.17 117.75 70.51 +D+0.750L+0.750S+H Dsgn. L = 1.32 ft 1 0.113 0.142 -12.50 12.50 184.17 110.28 1.00 1.00 10.02 117,75 70.51 Dsgn. L = 1.32 ft 1 0.241 0.159 -0.00 -26.52 26.52 184.17 110.28 1.00 1.00 11.18 117.75 70.51 Dsgn. L = 1.34 ft 1 0.384 0.175 -0.00 -42.34 42.34 184.17 110.28 1.00 1.00 12.36 117.75 70.51 Dsgn. L = 1.26 ft 1 0.532 0.191 -0.00 -58.61 58.61 184.17 110.28 1.00 1.00 13.46 117.75 70.51 Dsgn. L = 1.40 It 2 0.532 0.189 -0.00 -58.61 58.61 184.17 110.28 1.13 1.00 13.29 117.75 70.51 Dsgn. L = 1.30 ft 2 0.371 0.171 -0.00 40.86 40.86 184.17 110.28 1.16 1.00 12.07 117.75 70.51 Dsgn. L = 1.30 ft 2 0.235 0.155 -0.00 -25.91 25.91 184.17 110.28 1.25 1.00 10.93 117.75 70.51 Dsgn. L = 1.40 ft 2 0.113 0.139 0.40 -12.44 12.44 184.17 110.28 1.69 1.00 9.79 117.75 70.51 Dsgn. L = 1.30 ft 2 0.098 0.121 10.80 0.40 10.80 184.17 110.28 1.67 1.00 8.56 117.75 70.51 Dsgn. L = 1.30 ft 2 0.179 0,105 19.71 10.80 19.71 184.17 110.28 1.23 1.00 7.43 117.75 70.51 Dsgn. L = 1.40 ft 2 0.251 0.089 27.65 19.71 27.65 184.17 110,28 1.13 1.00 6.29 117.75 70.51 Dsgn. L = 1.30 ft 2 0.304 0.072 33.49 27.65 33.49 184.17 110.28 1.08 1.00 5.06 117.75 70.51 Dsgn. L = 1.30 ft 2 0.343 0.056 37.85 33.49 37.85 184.17 110.28 1.05 1.00 3.92 117.75 70.51 Dsgn. L = 1.40 ft 2 0.371 0.039 40.89 37.85 40.89 184.17 110.28 1.03 1.00 2.78 117.75 70.51 Dsgn. L = 1.30 ft 2 0.382 0.022 42.17 40.89 42.17 184.17 110.28 1.01 1.00 1.56 117.75 70.51 Dsgn. L = 1.30 ft 2 0.383 0.010 42.27 41.97 42.27 184.17 110.28 1.00 1.00 0.72 117.75 70.51 Dsgn. L = 1.40 ft 2 0.381 0.028 41.97 40.10 41.97 184.17 110.28 1.01 1.00 1.95 117.75 70.51 Dsgn. L = 1.30 It 2 0.364 0.044 40.10 36.83 40.10 184.17 110.28 1.03 1.00 3.09 117.75 70.51 Dsgn. L = 1.30 ft 2 0.334 0.060 36.83 32.08 36.83 184.17 110.28 1.05 1.00 4.23 117.75 70.51 Dsgn. L = 1.40 It 2 0.291 0.077 32.08 25.30 32.08 184.17 110.28 1.08 1.00 5.45 117.75 70.51 Dsgn. L = 1.30 ft 2 0.229 0.093 25.30 17.48 25.30 184.17 110.28 1.12 1.00 6.59 117.75 70.51 Dsgn. L = 1.30 ft 2 0.158 0.110 17.48 8.17 17.48 184.17 110.28 1.23 1.00 7.73 117.75 70.51 Dsgn. L = 1.00 ft 2 0.074 0.122 8.17 8.17 184.17 110.28 1.58 1.00 8.61 117.75 70.51 +D+0.60W+H Dsgn. L = 1.32 It 1 0.056 0.070 -6.17 6.17 184.17 110.28 1.00 1.00 4.94 117.75 70.51 Dsgn. L = 1.32 ft 1 0.119 0.078 -0.00 -13.08 13.08 184.17 110.28 1.00 1.00 5.51 117.75 70.51 Dsgn. L = 1.34 It 1 0.189 0.086 -0.00 -20.87 20.87 184.17 110.28 1.00 1.00 6.08 117.75 70.51 Dsgn. L = 1.26 ft 1 0.262 0.094 -0.00 -28.87 28.87 184.17 110.28 1.00 1.00 6.62 117.75 70.51 Dsgn. L = 1.40 ft 2 0.262 0.092 -0.00 -28.87 28.87 184.17 110.28 1.13 1.00 6.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.183 0.083 -0.00 -20.21 20.21 184.17 110.28 1.16 1.00 5.88 117.75 70.51 Dsgn. L = 1.30 ft 2 0.117 0.076 -0.00 -12.92 12.92 184.17 110.28 1.24 1.00 5.33 117.75 70.51 Dsgn. L = 1.40 ft 2 0.058 0.068 -0.00 -6.36 6.36 184.17 110.28 1.64 1.00 4.78 117.75 70.51 Dsgn. L = 1.30 ft 2 0.045 0.059 4.99 -0.09 4.99 184.17 110.28 1.74 1.00 4.18 117.75 70.51 Dsgn. L = 1.30 ft 2 0.085 0.051 9.34 4.99 9.34 184.17 110.28 1.24 1.00 3.63 117.75 70.51 Dsgn. L ®8/m.90M17 2 0.120 0.044 13.22Apex FJhWeers,1®.d2 184.17 110.28 1.13 1.00 3.07 151W42 70.51 Dsgn.L = 1.30 ft 2 0.146 0.035 16.08 13.22 16.08 184.17 110.28 1.08 1.00 2.48 117.75 70.51 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 printed: 9 AUG 2017, 151 PM Description : Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = 1.30 ft 2 0.165 0.027 18.22 16.08 18.22 184.17 110.28 1.05 1.00 1.92 117.75 70.51 Dsgn. L = 1.40 ft 2 0.179 0.019 19.71 18.22 19.71 184.17 110.28 1.03 1.00 1.37 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.011 20.36 19.71 20.36 184.17 110.28 1.01 1.00 0.77 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.005 20.41 20.28 20.41 184.17 110.28 1.00 1.00 0.34 117.75 70.51 Dsgn. L = 1.40 ft 2 0.184 0.013 20.28 19.39 20.28 184.17 110.28 1.01 1.00 0.93 117.75 70.51 Dsgn. L = 1.30 ft 2 0.176 0.021 19.39 17.82 19.39 184.17 110.28 1.03 1.00 1.49 117.75 70.51 Dsgn. L = 1.30 ft 2 0.162 0.029 17.82 15.53 17.82 184.17 110.28 1.05 1.00 2.04 117.75 70.51 Dsgn. L = 1.40 It 2 0.141 0.037 15.53 12.25 15.53 184.17 110.28 1.08 1.00 2.64 117.75 70.51 Dsgn. L = 1.30 ft 2 0.111 0.045 12.25 8.47 12.25 184.17 110.28 1.12 1.00 3.19 117.75 70.51 Dsgn. L = 1.30 ft 2 0.077 0.053 8.47 3.96 8.47 184.17 110.28 1.23 1.00 3.74 117.75 70.51 Dsgn. L = 1.00 ft 2 0.036 0.059 3.96 3.96 184.17 110.28 1.58 1.00 4.17 117.75 70.51 +D+0.70E+H Dsgn. L = 1.32 ft 1 0.056 0.070 -6.17 6.17 184.17 110.28 1.00 1.00 4.94 117.75 70.51 Dsgn. L = 1.32 ft 1 0.119 0.078 -0.00 -13.08 13.08 184.17 110.28 1.00 1.00 5.51 117.75 70.51 Dsgn. L = 1.34 ft 1 0.189 0.086 -0.00 -20.87 20.87 184.17 110.28 1.00 1.00 6.08 117.75 70.51 Dsgn. L = 1.26 ft 1 0.262 0.094 -0.00 -28.87 28.87 184.17 110.28 1.00 1.00 6.62 117.75 70.51 Dsgn. L = 1.40 ft 2 0.262 0.092 -0.00 -28.87 28.87 184.17 110.28 1.13 1.00 6.48 117.75 70.51 Dsgn. L = 1.30 It 2 0.183 0.083 -0.00 -20.21 20.21 184.17 110.28 1.16 1.00 5.88 117.75 70.51 Dsgn. L = 1.30 ft 2 0.117 0.076 -0.00 -12.92 12.92 184.17 110.28 1.24 1.00 5.33 117.75 70.51 Dsgn. L = 1.40 ft 2 0.058 0.068 -0.00 -6.36 6.36 184.17 110.28 1.64 1.00 4.78 117.75 70.51 Dsgn. L = 1.30 ft 2 0.045 0.059 4.99 -0.09 4.99 184.17 110.28 1.74 1.00 4.18 117.75 70.51 Dsgn. L = 1.30 ft 2 0.085 0.051 9.34 4.99 9.34 184.17 110.28 1.24 1.00 3.63 117.75 70.51 Dsgn. L = 1.40 ft 2 0.120 0.044 13.22 9.34 13.22 184.17 110.28 1.13 1.00 3.07 117.75 70.51 Dsgn. L = 1.30 ft 2 0.146 0.035 16.08 13.22 16.08 184.17 110.28 1.08 1.00 2.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.165 0.027 18.22 16.08 18.22 184.17 110.28 1.05 1.00 1.92 117.75 70.51 Dsgn. L = 1.40 ft 2 0.179 0.019 19.71 18.22 19.71 184.17 110.28 1.03 1.00 1.37 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.011 20.36 19.71 20.36 184.17 110.28 1.01 1.00 0.77 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.005 20.41 20.28 20.41 184.17 110.28 1.00 1.00 0.34 117.75 70.51 Dsgn. L = 1.40 It 2 0.184 0.013 20.28 19.39 20.28 184.17 110.28 1.01 1.00 0.93 117.75 70.51 Dsgn. L = 1.30 It 2 0.176 0.021 19.39 17.82 19.39 184.17 110.28 1.03 1.00 1.49 117.75 70,51 Dsgn. L = 1.30 ft 2 0.162 0.029 17.82 15.53 17.82 184.17 110.28 1.05 1.00 2,04 117.75 70.51 Dsgn. L = 1.40 ft 2 0.141 0.037 15.53 12.25 15.53 184.17 110.28 1.08 1.00 2.64 117.75 70.51 Dsgn. L = 1.30 ft 2 0.111 0.045 12.25 8.47 12.25 184.17 110.28 1.12 1.00 3.19 117.75 70.51 Dsgn. L = 1.30 ft 2 0.077 0.053 8.47 3.96 8.47 184.17 110.28 1.23 1.00 3.74 117.75 70.51 Dsgn. L = 1.00 ft 2 0.036 0.059 3.96 3.96 184.17 110.28 1.58 1.00 4.17 117.75 70.51 +D+0.750Lr+0.750L+0.450W+H Dsgn. L = 1.32 It 1 0.056 0.070 -6.17 6.17 184.17 110.28 1.00 1.00 4.94 117.75 70.51 Dsgn. L = 1.32 It 1 0.119 0.078 -0.00 -13.08 13.08 184.17 110.28 1.00 1.00 5.51 117.75 70.51 Dsgn. L = 1.34 ft 1 0.189 0.086 -0.00 -20.87 20.87 184.17 110.28 1.00 1.00 6.08 117.75 70.51 Dsgn. L = 1.26 ft 1 0.262 0.094 -0.00 -28.87 28.87 184.17 110.28 1.00 1.00 6.62 117.75 70.51 Dsgn. L = 1.40 ft 2 0.262 0.092 -0.00 -28.87 28.87 184.17 110.28 1.13 1.00 6.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.183 0.083 -0.00 -20.21 20.21 184.17 110.28 1.16 1.00 5.88 117.75 70.51 Dsgn. L = 1.30 ft 2 0.117 0.076 -0.00 -12.92 12.92 184.17 110.28 1.24 1.00 5.33 117.75 70.51 Dsgn. L = 1.40 ft 2 0.058 0.068 -0.00 -6.36 6.36 184.17 110.28 1.64 1.00 4.78 117.75 70.51 Dsgn. L = 1.30 ft 2 0.045 0.059 4.99 -0.09 4.99 184.17 110.28 1.74 1.00 4.18 117.75 70.51 Dsgn. L = 1.30 ft 2 0.085 0.051 9.34 4.99 9.34 184.17 110.28 1.24 1.00 3.63 117.75 70.51 Dsgn. L = 1.40 ft 2 0.120 0.044 13.22 9.34 13.22 184.17 110.28 1.13 1.00 3.07 117.75 70.51 Dsgn. L = 1.30 ft 2 0.146 0.035 16.08 13.22 16.08 184.17 110.28 1.08 1.00 2.48 117.75 70.51 Dsgn. L = 1.30 ft 2 0.165 0.027 18.22 16.08 18.22 184.17 110.28 1.05 1.00 1.92 117.75 70.51 Dsgn. L = 1.40 ft 2 0.179 0.019 19.71 18.22 19.71 184.17 110.28 1.03 1.00 1.37 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.011 20.36 19.71 20.36 184.17 110.28 1.01 1.00 0.77 117.75 70.51 Dsgn. L = 1.30 ft 2 0.185 0.005 20.41 20.28 20.41 184.17 110.28 1.00 1.00 0.34 117.75 70.51 Dsgn. L = 1.40 ft 2 0.184 0.013 20.28 19.39 20.28 184.17 110.28 1.01 1.00 0.93 117.75 70.51 Dsgn. L = 1.30 It 2 0.176 0.021 19.39 17.82 19.39 184.17 110.28 1.03 1.00 1.49 117.75 70.51 Dsgn. L = 1.30 It 2 0.162 0.029 17.82 15.53 17.82 184.17 110.28 1.05 1.00 2.04 117.75 70.51 Dsgn. L = 1.40 ft 2 0.141 0.037 15.53 12.25 15.53 184.17 110.28 1.08 1.00 2.64 117.75 70.51 Dsgn. L = 1.30 It 2 0.111 0.045 12.25 8.47 12.25 184.17 110.28 1.12 1.00 3.19 117.75 70.51 Dsgn. L = 1.30 ft 2 0.077 0.053 8.47 3.96 8.47 184.17 110.28 1.23 1.00 3.74 117.75 70.51 Dsgn. L = 1.00 ft 2 0.036 0.059 3.96 3.96 184.17 110.28 1.58 1.00 4.17 117.75 70.51 +0+0.750L+0.750S+0.450W+H Dsgn. L = 1.32 It 1 0.113 0.142 -12.50 12.50 184.17 110.28 1.00 1.00 10.02 117.75 70.51 Dsgn. L = 1.32 ft 1 0.241 0.159 -0.00 -26.52 26.52 184.17 110.28 1.00 1.00 11.18 117.75 70.51 Dsgn. L = 1.34 It 1 0.384 0.175 -0.00 -42.34 42.34 184.17 110.28 1.00 1.00 12.36 117.75 70.51 Dsgn. L = 1.26 ft 1 0.532 0.191 -0.00 -58.61 58.61 184.17 110.28 1.00 1.00 13.46 117.75 70.51 Dsgn. L = 1.40 ft 2 0.532 0.189 -0.00 -58.61 58.61 184.17 110.28 1.13 1.00 13.29 117.75 70.51 Dsgn. L = 1.30 ft 2 0.371 0.171 -0.00 40.86 40.86 184.17 110.28 1.16 1.00 12.07 117.75 70.51 Dsgn. L = 1.30 ft 2 0.235 0.155 -0.00 -25.91 25.91 184.17 110.28 1.25 1.00 10.93 117.75 70.51 Dsgn.L08/1DS&M17 2 0.113 0.139 0.40 Apex 41hoMee rs, 1 W 184.17 110.28 1.69 1.00 9.79 16IN742 70.51 Dsgn. L = 1.30 ft 2 0.098 0.121 10.80 0.40 10.80 184.17 110.28 1.67 1.00 8.56 117.75 70.51 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Punted: 9 AUG 2017, 1:51PM Description Load Combination Segment Length Span # Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.00 ft 2 +0+0.750L+0.750S+0.5250E+H 70.51 0.371 Dsgn. L = 1.32 ft 1 Dsgn. L = 1.32 ft 1 Dsgn. L = 1.34 ft 1 Dsgn. L = 1.26 ft 1 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.00 ft 2 +0.60D+0.60W+0.60H 184.17 Dsgn. L = 1.32 ft 1 Dsgn. L = 1.32 ft 1 Dsgn. L = 1.34 ft 1 Dsgn. L = 1.26 ft 1 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.40 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.30 ft 2 Dsgn. L = 1.00 ft 2 +0.60D+0.70E+0.60H 70.51 0.364 Dsgn. L = 1.32 ft 1 Dsgn. L = 1.32 ft 1 Dsgn. L = 1.34 ft 1 Dsgn. L = 1.26 ft 1 Dsgn. L 08/0902k117 2 Dsgn. L = 1.30 ft 2 Max Stress Ratios Summary of Moment Values _ Summary of Shear Values M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega 0.179 0.105 19.71 10.80 19.71 184.17 110.28 1.23 1.00 7.43 117.75 70.51 0.251 0.089 27.65 19.71 27.65 184.17 110.28 1.13 1.00 6.29 117.75 70.51 0.304 0.072 33.49 27.65 33.49 184.17 110.28 1.08 1.00 5.06 117.75 70.51 0.343 0.056 37,85 33.49 37.85 184.17 110.28 1.05 1.00 3.92 117.75 70.51 0.371 0.039 40.89 37.85 40.89 184.17 110.28 1.03 1.00 2.78 117.75 70.51 0.382 0.022 42.17 40.89 42.17 184.17 110.28 1.01 1.00 1.56 117.75 70.51 0.383 0.010 42.27 41.97 42.27 184.17 110.28 1.00 1.00 0.72 117.75 70.51 0.381 0.028 41.97 40.10 41.97 184.17 110.28 1.01 1.00 1.95 117.75 70.51 0.364 0.044 40.10 36.83 40.10 184.17 110.28 1.03 1.00 3.09 117.75 70.51 0.334 0.060 36.83 32.08 36.83 184.17 110.28 1.05 1.00 4.23 117.75 70.51 0.291 0.077 32.08 25.30 32.08 184.17 110.28 1.08 1.00 5.45 117.75 70.51 0.229 0.093 25.30 17.48 25.30 184.17 110.28 1.12 1.00 6.59 117.75 70.51 0.158 0.110 17.48 8.17 17.48 184.17 110.28 1.23 1.00 7.73 117.75 70.51 0.074 0.122 8.17 37.85 8.17 184.17 110.28 1.58 1.00 8.61 117.75 70.51 0.113 0.142 -12.50 12.50 184.17 110.28 1.00 1.00 10.02 117.75 70.51 0.241 0.159 -0.00 -26.52 26.52 184.17 110.28 1.00 1.00 11.18 117.75 70.51 0.384 0.175 -0.00 42.34 42.34 184.17 110.28 1.00 1.00 12.36 117.75 70.51 0.532 0.191 -0.00 -58.61 58.61 184.17 110.28 1.00 1.00 13.46 117.75 70.51 0.532 0.189 -0.00 -58.61 58.61 184.17 110.28 1.13 1.00 13.29 117.75 70.51 0.371 0.171 -0.00 40.86 40.86 184.17 110.28 1.16 1.00 12,07 117.75 70.51 0.235 0.155 -0.00 -25.91 25.91 184.17 110.28 1.25 1.00 10.93 117.75 70.51 0.113 0.139 0.40 -12.44 12.44 184.17 110.28 1.69 1.00 9.79 117.75 70.51 0.098 0.121 10.80 0.40 10.80 184.17 110.28 1.67 1.00 8.56 117.75 70.51 0.179 0.105 19.71 10.80 19.71 184.17 110.28 1.23 1.00 7.43 117.75 70.51 0.251 0.089 27.65 19.71 27.65 184.17 110.28 1.13 1.00 6.29 117.75 70.51 0.304 0.072 33.49 27.65 33.49 184.17 110.28 1.08 1.00 5.06 117.75 70.51 0.343 0.056 37.85 33.49 37.85 184.17 110.28 1.05 1.00 3.92 117.75 70.51 0.371 0.039 40.89 37.85 40.89 184.17 110.28 1.03 1.00 2.78 117.75 70.51 0.382 0.022 42.17 40.89 42.17 184.17 110.28 1.01 1.00 1.56 117.75 70.51 0.383 0.010 42.27 41.97 42.27 184.17 110.28 1,00 1.00 0.72 117.75 70.51 0.381 0.028 41.97 40.10 41.97 184.17 110.28 1.01 1.00 1.95 117.75 70.51 0.364 0.044 40.10 36.83 40.10 184.17 110.28 1.03 1.00 3.09 117.75 70.51 0.334 0.060 36.83 32.08 36.83 184.17 110.28 1.05 1.00 4.23 117.75 70.51 0.291 0.077 32.08 25.30 32.08 184.17 110.28 1.08 1.00 5.45 117.75 70.51 0.229 0.093 25.30 17.48 25.30 184.17 110.28 1.12 1.00 6.59 117,75 70.51 0.158 0.110 17.48 8.17 17.48 184.17 110.28 1.23 1.00 7.73 117.75 70.51 0.074 0.122 8.17 8.17 184.17 110.28 1.58 1.00 8.61 117.75 70.51 0.034 0.042 -3.70 3.70 184.17 110.28 1.00 1.00 2.97 117.75 70.51 0.071 0.047 -0.00 -7.85 7.85 184.17 110.28 1.00 1.00 3.30 117.75 70.51 0.114 0.052 -0.00 -12.52 12.52 184.17 110.28 1.00 1.00 3.65 117.75 70.51 0.157 0.056 -0.00 -17.32 17.32 184.17 110.28 1.00 1.00 3.97 117.75 70.51 0.157 0.055 -0.00 -17.32 17.32 184.17 110.28 1.13 1.00 3.89 117.75 70.51 0.110 0.050 -0.00 -12.13 12.13 184.17 110.28 1.16 1.00 3.53 117.75 70.51 0.070 0.045 -0.00 -7.75 7.75 184.17 110.28 1.24 1.00 3.20 117.75 70.51 0.035 0.041 -0.00 -3.81 3.81 184.17 110.28 1.64 1.00 2.87 117.75 70.51 0.027 0.036 2.99 -0.05 2.99 184.17 110.28 1.74 1.00 2.51 117.75 70.51 0.051 0.031 5.60 2.99 5.60 184.17 110.28 1.24 1.00 2.18 117.75 70.51 0.072 0.026 7.93 5.60 7.93 184.17 110.28 1.13 1.00 1.84 117.75 70.51 0.087 0.021 9.65 7.93 9.65 184.17 110.28 1.08 1.00 1.49 117.75 70.51 0.099 0.016 10.93 9.65 10.93 184.17 110.28 1.05 1.00 1.15 117.75 70.51 0.107 0.012 11.83 10.93 11.83 184.17 110.28 1.03 1.00 0.82 117.75 70.51 0.111 0.007 12.21 11.83 12.21 184.17 110.28 1.01 1.00 0.46 117.75 70.51 0.111 0.003 12.25 12.17 12.25 184.17 110.28 1,00 1.00 0.20 117.75 70.51 0.110 0.008 12.17 11.64 12.17 184.17 110.28 1.01 1.00 0.56 117.75 70.51 0.106 0.013 11.64 10.69 11.64 184.17 110.28 1.03 1.00 0.89 117.75 70.51 0.097 0.017 10.69 9.32 10.69 184.17 110.28 1.05 1.00 1.22 117.75 70.51 0.084 0.022 9.32 7.35 9.32 184.17 110.28 1.08 1.00 1.58 117.75 70.51 0.067 0.027 7.35 5.08 7.35 184.17 110.28 1.12 1.00 1.91 117.75 70.51 0.046 0.032 5.08 2.37 5.08 184.17 110.28 1.23 1.00 2.25 117.75 70.51 0.022 0.035 2.37 2.37 184.17 110.28 1.58 1.00 2.50 117.75 70.51 0.034 0.042 -3.70 3.70 184.17 110.28 1.00 1.00 2.97 117.75 70.51 0.071 0.047 -0.00 -7.85 7.85 184.17 110.28 1.00 1.00 3.30 117.75 70.51 0.114 0.052 -0.00 -12.52 12.52 184.17 110.28 1.00 1.00 3.65 117.75 70.51 0.157 0.056 -0.00 -17.32 17.32 184.17 110.28 1.00 1.00 3.97 117.75 70.51 0.157 0.055 -O.00Apex 4M§Iheers, U.62 184.17 110.28 1.13 1.00 3.89 171W42 70.51 0.110 0.050 -0.00 -12.13 12.13 184.17 110.28 1.16 1.00 3.53 117.75 70.51 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Beam Description : GRIDLINE B - Project Title: Engineer: Project ID: Project Descr: Pnnted: 9 AUG 2017, 1:51 PM Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega Dsgn. L = 1.30 ft 2 0.070 0.045 -0.00 -7.75 7.75 184.17 110.28 1.24 1.00 3.20 117.75 70.51 Dsgn. L = 1.40 It 2 0.035 0.041 -0.00 -3.81 3.81 184.17 110.28 1.64 1.00 2.87 117.75 70.51 Dsgn. L = 1.30 ft 2 0.027 0.036 2.99 -0.05 2.99 184.17 110.28 1.74 1.00 2.51 117.75 70.51 Dsgn. L = 1.30 ft 2 0.051 0.031 5.60 2.99 5.60 184.17 110.28 1.24 1.00 2.18 117.75 70.51 Dsgn. L = 1.40 ft 2 0.072 0.026 7.93 5.60 7.93 184.17 110.28 1.13 1.00 1.84 117.75 70.51 Dsgn. L = 1.30 ft 2 0.087 0.021 9.65 7.93 9.65 184.17 110.28 1.08 1.00 1.49 117.75 70.51 Dsgn. L = 1.30 ft 2 0.099 0.016 10.93 9,65 10.93 184.17 110.28 1.05 1.00 1.15 117.75 70.51 Dsgn. L = 1.40 ft 2 0.107 0.012 11.83 10.93 11.83 184.17 110.28 1.03 1.00 0.82 117.75 70.51 Dsgn. L = 1.30 ft 2 0.111 0.007 12.21 11.83 12.21 184.17 110.28 1.01 1.00 0.46 117.75 70.51 Dsgn. L = 1.30 ft 2 0.111 0.003 12.25 12.17 12.25 184.17 110.28 1.00 1.00 0.20 117.75 70.51 Dsgn. L = 1.40 ft 2 0.110 0.008 12.17 11.64 12.17 184.17 110.28 1.01 1.00 0.56 117.75 70.51 Dsgn. L = 1.30 It 2 0.106 0.013 11.64 10.69 11.64 184.17 110.28 1.03 1.00 0.89 117.75 70.51 Dsgn. L = 1.30 ft 2 0.097 0.017 10.69 9.32 10.69 184.17 110.28 1.05 1.00 1.22 117.75 70.51 Dsgn. L = 1.40 ft 2 0.084 0.022 9.32 7.35 9.32 184.17 110.28 1.08 1.00 1.58 117.75 70.51 Dsgn. L = 1.30 ft 2 0.067 0.027 7.35 5.08 7.35 184.17 110.28 1.12 1.00 1.91 117.75 70.51 Dsgn. L = 1.30 ft 2 0.046 0.032 5.08 2.37 5.08 184.17 110.28 1.23 1.00 2.25 117.75 70.51 Dsgn. L = 1.00 ft 2 0.022 0.035 2.37 2.37 184.17 110.28 1.58 1.00 2.50 117.75 70.51 Overall Maximum_ Deflections Load Combination Span Max. " " Defi Location in Span Load Combination _ Max. "+" Dell Location in Span +D+S+H 1 0.0179 0.000 +D+S+H -0.0153 3.507 +D+S+H 2 0.5148 14.100 0.0000 3.507 Vertical Reactions Load Combination Overall MAXimum Overall MINimum +D+H +D+L+H +O+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D460W-4601-1 +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only Support 1 Support 2 7.858 13.096 13.096 13.096 31.313 13.096 26.759 13.096 13.096 13.096 26.759 26.759 7.858 7.858 13.096 18.217 Support 3 2.502 4.170 4.170 4.170 10.084 4.170 8.605 4.170 4.170 4.170 8.605 8.605 2.502 2.502 4.170 5.913 Support notation : Far left is #1 Values in KIPS 08/09/2017 Apex Engineers, Inc. 18 of 42 Column Design 08/09/2017 Apex Engineers, Inc. 19 of 42 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Column Description : Code References Calculations per AISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Project Title: Engineer: Project ID: Project Descr: Pnnted: 9 AUG 2017. 1 50P Build: 10.177.24, Ver 10.17 Steel Section Name: HSS5x5x5/16 Overall Column Height 18.0 ft Analysis Method : Allowable Strength Top & Bottom Fixity Top & Bottom Pinned Steel Stress Grade Brace condition for deflection (buckling) along columns Fy : Steel Yield 46.0 ksi X -X (width) axis: E : Elastic Bending Modulus 29,000.0 ksi Lin braced Length for X -X Axis buckling= 18.0 ft, K= 1.0 Y -Y (depth) axis: Unbraced Length for Y -Y Axis buckling = 18.0 ft, K = 1.0 Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included :343.440 lbs " Dead Load Factor AXIAL LOADS ... Axial Load at 18.0 ft, D = 13.0, S =18.20 k DESIGN SUMMARY Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = O3 5193 : 1 Maximum Load Reactions . . Load Combination +D+S+H Top along X -X 0.0 k Location of max.above base 0.0 ft Bottom along X -X 0.0 k At maximum location values are ... Top along Y -Y 0.0 k Pa: Axial 31.543 k Bottom along Y -Y 0.0 k Pn / Omega: Allowable 60.738 k Ma -x: Applied 0.0 k -ft Maximum Load Deflections ... Mn -x / Omega: Allowable 21.026 k -ft Along Y -Y 0.0 in at 0.0ft above base for load combination : Ma -y :Applied 0.0 k -ft Mn -y / Omega: Allowable 21.026 k -ft Along X -X 0.0 in at O.Oft above base for load combination PASS Maximum Shear Stress Ratio = 0.0 : 1 Load Combination Location of max.above base 0.0 ft At maximum location values are ... Va : Applied 0.0 k Vn / Omega: Allowable 0.0 k Load Combination Results Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Status Location Stress Ratio Status Location +D+H 0.220 PASS 0.00 ft 0.000 PASS 0.00 ft +D+L+H 0.220 PASS 0.00 ft 0.000 PASS 0.00 ft +D+Lr+H 0.220 PASS 0.00 ft 0.000 PASS 0.00 ft +D+S+H 0.519 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750Lr+0.750L+H 0.220 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+H 0.444 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.60W+H 0.220 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.70E+H 0.220 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750Lr+0.750L+0,450W+H 0.220 PASS 0.00 ft 0.000 PASS 0.00 ft +D+0.750L+0.750S+0.450W+H 0.444 PASS 0.00 ft 0.000 PASS 0.00 ft +D-+0,750L+0.750S+0.5250E+H 0.444 PASS 0.00 ft 0.000 PASS 0.00 ft +0.60D+0.60W+0.60H 0.132 PASS 0.00 ft 0.000 PASS 0.00 ft +0.60D+0.70E+0.60H 0.132 PASS 0.00 ft 0.000 PASS 0.00 ft Maximum Reactions-_-- Note'. Only non -zero reactions are listed. Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments Load Combination @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top +D+H 13.343 -- --- - - - -- - 08/09/2017 Apex Engineers, Inc. 20 of 42 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Steel Column Description : B-3 COLUMN Maximum Reactions Load Combination Axial Reaction @ Base +D+L+H 13.343 +D+Lr+H 13.343 +D+S+H 31.543 +D+0.750Lr+0.750L+H 13.343 +D+0.750L+0.750S+H 26.993 +0+0.60W+H 13.343 +D+0.70E+H 13.343 +D. 0.750Lr+0.750L+0.450W+H 13.343 +D+0.750L+0.750S+0.450W+H 26.993 +D+0.750L+0.750S+0.5250E+H 26.993 +0.60D+0.60W+0.60H 8,006 +0.60D+0.70E+0.60H 8.006 D Only 13.343 Lr Only L Only Minimum S Only 18.200 W Only E Only H Only Extreme Reactions Maximum Project Title: Engineer: Project ID; Project Descr: Pnnted: 9 AUG 2017, 1:50PM Note: Only non -zero reactions are listed. X -X Axis Reaction k Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Axial Reaction X -X Axis Reaction k Y -Y Axis Reaction Mx - End Moments k -ft My - End Moments Item Extreme Value @ Base @ Base @ Top @ Base @ Top @ Base @ Top @ Base @ Top Axial @ Base Maximum 31.543 " Minimum Reaction, X -X Axis Base Maximum 13.343 " Minimum 13.343 Reaction, Y -Y Axis Base Maximum 13.343 11 Minimum 13.343 Reaction, X -X Axis Top Maximum 13.343 " Minimum 13.343 Reaction, Y -Y Axis Top Maximum 13.343 " Minimum 13.343 Moment, X -X Axis Base Maximum 13.343 " Minimum 13.343 Moment, Y -Y Axis Base Maximum 13.343 11 Minimum 13.343 Moment, X -X Axis Top Maximum 13.343 11 Minimum 13.343 Moment, Y -Y Axis Top Maximum 13.343 11 Minimum 13.343 Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +D+H 0.0000 in 0.000 It 0.000 in 0.000 ft - +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+Lr+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 It 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 It 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0+0.70E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 It 0.000 in 0.000 ft +0+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 It 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 It 0.000 in 0.000 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 It 0.000 in 0.000 It D Only 0.0000 in 0.000 It 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 It 08/09/2017 Apex Engineers, Inc. 21 of 42 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 Printed' 9 AUG 2017. 1:50PM Steel Column Fite G:1Denver\Protectst14ZVAJ-U12FPP41-H\OKR386-3tWOL43AYDEC6 ENERCALG, INC. 1983-2017, Build,10,17.724, Ver.10177.24 KW -06005244 Licensee: APEX ENGINEERS INC Description : B-3 COLUMN Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance L Only - 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 0.000 in 0.000 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Steel Section Properties : HSS5x5x5116 Depth = 5.000 in I xx = 19.00 in^4 J = 31.200 1n^4 Design Thick = 0.291 in S xx = 7.62 in^3 Width = 5.000 in R xx = 1.900 in Wall Thick = 0.313 in Zx = 9.160 in^3 Area = 5.260 in^2 I yy = 19.000 in^4 C = 12.800 in^3 Weight = 19.080 plf S yy = 7.620 in"3 R yy = 1.900 in Ycg = 0.000 in x 31 20k 1-4 08/09/2017 Apex Engineers, Inc. 22 of 42 Lateral Design 08/09/2017 Apex Engineers, Inc. 23 of 42 ay Z X -. 1 5k/ft Loads: BLC 2, DL Envelope Only Solution 08/09/2017 -Aug 9, 2017 at 2:06 PM Moment Frame DL MOMENT FRAME (print).r3d Apex (n 25 of 42 C. Loads: BLC 3, WL Envelope Only Solution — 08/09/2017 Aug 9, 2017 at 2:06 PM Moment Frame WL MOMENT FRAME (print).r3d Apex Engineers, Inc. 26 of 42 - Member Code Checks Displayed (Enveloped) Envelope Only Solution 08/09/2017 - - Moment Frame Unity Apex Engineers, Inc. Code Check ( Env) No Calci > 1.0 .90-1.0 .50-.75 0.-.50 c J 0 i_2 Aug 9, 2017 at 2:05 PM MOMENT FRAME (print).r3d _- 27 of 42 pri Company Aug 9, 2017 Designer 2:03 PIM Job Number Checked By: T E C H N 0 L 0 G I E S Model Name Hot Rolled Steel Properties Label E [ksi]G [ksil Nu Therm (1111E.. Densitylk - /ft... Yieldfksil Ry Fu[ksi] Rt 1 A36 Gr. 36 29000 I 11154 .3 .65 .49 6 1.5 T 58 1.2 2 A572 Gr.50 29000 11154 ,3 .65 i .49 50 1 1 i 65 1 1 4 5 6 7 A992 A500 Gr.6 RND' 29000 29000 11154 11154 .3 .65 _.49 50 1.1 65 1.1 2 N2 .3 .65 527 , ' t 42 1.4 1 58 1.3 -A A500 Gr. ect 29000 11154--�---- 3 .65 527 46 1.�� 58 1.3 A53 Gr. B 29000 11154 .3 .65 - 49 35 1.6 60 1.2 A1-085 ___� 29000 0 0 6 50 r 1.4 65 1.3 Joint Coordinates and Temperatures Label X [ft] Y N z [ft] Temp [F] Detach From Diap Joint Boundary Conditions -- I N1 Reaction Reaction Reaction Reaction -Reaction ction Reaction N3 Reation Reaction Reaction Reaction Reaction 1 3 N5 L Reaction Reaction --jJ Reaction -- N7 Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction i 5 N9 Reaction Reaction Reaction Reaction Reaction Reaction 51 i- N2 Reaction 7 N11- Reaction E Joint Label X [k/in] Y fk/in] Z [k/in] X Rot.[k-ft/rad] Y Rotjk-ft/radl Z Rot.fk-fVradl N 1 0 0 0 0 2 N2 0 12.5 0 0 3 N3 12 0 0 0 4 5 N4 N5 12 24 i 12.6 0 0 0 0 0 6 N6 24 0 0 7 N7 36 0 8 L.9 N8 N9 36 48 1 12.5 0 0 0 10 NIQ 48 12.6 0 0 11 N11 0 13.5 0 0 12 13 IN 12 N 13 12 24 f 13.5 13.5 0 0 0 C 14 15 i N 1436 N15--- 48 t 1':�. 5 v 13.5 0 0 0 16 17 N 192.7�5 12.5 12.5 0 0 J 18 19 N21 N23 24.75 fi 36.75 12.5 12.5 0 0 0 0- 20 2; N25 N27 11.25 12.5 12.5 0 0 0 0 22, N29 35,25 12.5 00 23 N31 47 25 19S n n Joint Boundary Conditions -- I N1 Reaction Reaction Reaction Reaction -Reaction ction Reaction N3 Reation Reaction Reaction Reaction Reaction 1 3 N5 L Reaction Reaction --jJ Reaction -- N7 Reaction Reaction Reaction Reaction Reaction Reaction Reaction Reaction i 5 N9 Reaction Reaction Reaction Reaction Reaction Reaction 51 i- N2 Reaction 7 N11- Reaction E Joint Label X [k/in] Y fk/in] Z [k/in] X Rot.[k-ft/rad] Y Rotjk-ft/radl Z Rot.fk-fVradl RISA -3D Version 14.0.1 [GA.A.A.A..\03 - Eng\MOMENT FRAME (print).r3d] Page 1 08/09/2017 Apex Engineers, Inc, 28 of 42 N17 I Reaction 4 RISA -3D Version 14.0.1 [GA.A.A.A..\03 - Eng\MOMENT FRAME (print).r3d] Page 1 08/09/2017 Apex Engineers, Inc, 28 of 42 Ei Company Aug 9, 2017 Designer r 2:03 PM Job Number Checked By. If T E C H N 0 L 0 G I E s Model Name Hot Rolled Steel Design Parameters 1 La bel Shape gth(ft] LbyylftL Lbz' ft Lco Len t ,om top[ft] Lcomp bot[ft] L-toxqu .. �K Kzz Cb Function 13.5 1 -,+- Laterall M1 HSS5x5x5 2 M2 iHSS5x5x5 13.5 -.- 15 .15 LbvvLaterall 0 - ------ I 3 M3 HSS5x5x5 13.5 Lbyy__I'- Lateral � 4 5 M4 MIS HSS5x5x5: IHSS5x5x5 13.5 13.5 L y L =L rOyy-.-- 0 Lateral, Lateral 6 7 1 M6AHSsmi5 M7 � 9X,'- - IHSS9x5x5 12 12 1 1 1 Lb vv Lb Member Distributed Loads Lateral Lateral 8 M8!HSS9x5x,5 -- 1 12 Direction Lb 0 End LocationLft-,-/-1-- n Latera� M9 HSSN&5-12 Lateral Member Distributed Loads (BLC 2: DL 2 M7 X 0 0 3 M8 X 0 d 0 ------ 0 Basic Load Cases 2 BLC Description Categary­_ X Gravity YGravity Z Gravity, Joint Point Dist r 4 ibu tedA rea (Me... S urfa ce(... 1 Sw D L L PL PL 3 WL WL 4 Load Combinations qescqption Sol.. PD.. SR..BLC Fact ... BLC Fact ... BLC Fact.-BLC Fact.-.-.BLC Fact ... BLC Fact ... BLC Fact ... BLC Fact-.-..BLC Fact ... BLC Fact... 1 TIBC 16-12..T Y -1 JWL.6 1-6-12 2 BC y 1 !WC - y WL .45�LC.. LLS 3 IBC 16Z -1-.75 �RLL�5 RLL .75 L IBC 16-13.. =4 y �DLi WL -.45 5 IBC 16-13... y I CiLl 1 _�WL .75 SL .75 L.45 LL .7 .75 SLIN - L5.LLS 6 IBC 16-13-i j Y IDLI 1 WL! -.45 LL.7.51LLS� .75 SL LN .75 'IBC 16-13.. WL .45 7-1 �_7 Y DL 1 --LL .75 LLS 1 .75 RL .75 IBG 16 13 y DL 1 WL -.45 C.75,11 -1-S' 75 -�RL .75- 9 -IBC -16:15 10 IBC 16-15...' Y DL' 6 !WL -,6 11 IBC 16-3 (-Yesi�- DL 1 - 2 RLL 1 - .5--- I IBC 16-3 (.1y 2 es, Y 1 DL�4-.2tRLL' 1.6 f Ki -.5 1 13 IBC 16-3(.. � Yes � y DL 1.2 SL 1.6 SLNJ 1.6 WL 5 114 !DL 1 2 SC.1.6-S3L-N 1.6 WL -5 RISA -3D Version 14.0.1 [G-A.A.A.A..\03 - Eng\MOMENT FRAME (print).r3d] Page 2 08/09/2017 Apex Engineers, Inc. 29 of 42 Member Label Direction Start Macinitudefk/ft.F End Magnitude[k/ft,F] Start Lq_qation[ft,%] End Location[ft,%] 1 M6A y -.- 15 .15 0 0 2-M7 Y 3 M8 y 15 -.15 0 0 4 M9 y -.15 -.15 0 0 Member Distributed Loads (BLC 3: WL) -- 1 Member Label M6A Direction Start Maqnitudefk/ft,Fl End Maq-nftudefk/ft,F] Start Location[ft,%] -- - I --. 1- -- 'I I I 0 End LocationLft-,-/-1-- n 2 M7 X 0 0 3 M8 X 0 d 0 ------ 0 Basic Load Cases 2 BLC Description Categary­_ X Gravity YGravity Z Gravity, Joint Point Dist r 4 ibu tedA rea (Me... S urfa ce(... 1 Sw D L L PL PL 3 WL WL 4 Load Combinations qescqption Sol.. PD.. SR..BLC Fact ... BLC Fact ... BLC Fact.-BLC Fact.-.-.BLC Fact ... BLC Fact ... BLC Fact ... BLC Fact-.-..BLC Fact ... BLC Fact... 1 TIBC 16-12..T Y -1 JWL.6 1-6-12 2 BC y 1 !WC - y WL .45�LC.. LLS 3 IBC 16Z -1-.75 �RLL�5 RLL .75 L IBC 16-13.. =4 y �DLi WL -.45 5 IBC 16-13... y I CiLl 1 _�WL .75 SL .75 L.45 LL .7 .75 SLIN - L5.LLS 6 IBC 16-13-i j Y IDLI 1 WL! -.45 LL.7.51LLS� .75 SL LN .75 'IBC 16-13.. WL .45 7-1 �_7 Y DL 1 --LL .75 LLS 1 .75 RL .75 IBG 16 13 y DL 1 WL -.45 C.75,11 -1-S' 75 -�RL .75- 9 -IBC -16:15 10 IBC 16-15...' Y DL' 6 !WL -,6 11 IBC 16-3 (-Yesi�- DL 1 - 2 RLL 1 - .5--- I IBC 16-3 (.1y 2 es, Y 1 DL�4-.2tRLL' 1.6 f Ki -.5 1 13 IBC 16-3(.. � Yes � y DL 1.2 SL 1.6 SLNJ 1.6 WL 5 114 !DL 1 2 SC.1.6-S3L-N 1.6 WL -5 RISA -3D Version 14.0.1 [G-A.A.A.A..\03 - Eng\MOMENT FRAME (print).r3d] Page 2 08/09/2017 Apex Engineers, Inc. 29 of 42 Load Combinations (Continued) Description Sol.. PD...SR..BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact -RLC Fart RI C Fact 1F5i sC 16-3 Yes Y IBC 16-3 Yes Company Aug 9, 2017 Designer 2:03 PM R Job Number Checked By T E c H N o L o c I E s Model Name Load Combinations (Continued) Description Sol.. PD...SR..BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact -RLC Fart RI C Fact 1F5i sC 16-3 Yes Y IBC 16-3 Yes DL DL _ 1.2 RL 1.6 WL 5 1.2 RL 1.6 .358 --- -- 0 _--' 11 4034 24 I - r 17 TIBC 16 4 (..Yes Y I— DL -- WL� - 1.2 WL 1 LL LLS, - 5 1 RLL - i 11 Q 11 - 11 _ 0 11� 0 0 11 11 --- - N5_ jlBC 16-4 Yes' 18 i (; Y �- �19 ( 20 IBC 16.4 ( Yes Y DL DL 1.2 WL -1 4 LL' LLS_: 1 RLL 1.2 WLR 1 LL 5 LLS 1 1 SL LLS ,5 5 _- SLN 5 11 11 7.871 17 7.415 24 6 _ -N7 -- __- 21 IBC 16-4 (.. Yes' i- IBC 16-4 Y - � D L - .5 1SL . .5 LLS 1 RL 1.2 W L 1 L L '--, �-- - 5 5— iS_LN _ 11 -7.866 17 : min max; �22 ,IBC 16-4 (..;Yes; Y 23 'IBC 16-6 (a'Yes Y DL DL 1.2 WL -1 1 LL _5 ILLS 9 1 L 1 11� 011 0 - 7.412 24 �8 9 - 24 16-6 (. 4yes 1 L 18 2.153 23 1 0 17 2.168 18 0 i 11 0 11 11 0 11 -0 0 _ 11 11 __ !BC - Y min maxi 9 �l1fL: 18 T .666 23 i _ I _ - Q _- [ 1 0 11 11 0 11 1 0 11 0 11 L 11 11 7.854 17 _ 0 X11 12 13 -- I min' d max 0 _�_11 11. 0 11_ 0 1 11 0 11 1 0 11 0 11 0 1 1 110 11 Envelope Joint Reactions Arint X Ikl 1 r: Y rkl I r 7 rk1 I r` MY r4 -f41 I r` RAV r1, wi 1 r ne7 n. ai 1 r 1 ----� N1 - ;max, .358 17 2.118 17 L. -_T � � 111 0 11 0 _--' 11 4034 24 Z - --- _ 3 l _ N3 min I ma 109 318 24 627 24 0 j_3=2.871 17 0 11 Q 11 - 11 _ 0 11� 0 0 11 11 4.731 17 7.413 24 �4 5 N5_ _ rain max -1.1>21 1.109 _ 18 i 2.153 24 0 23 2 872 18 0 11 0 11 11 0 11 0 11 11 7.871 17 7.415 24 6 _ -N7 -- __- min ' -1.122 1812.154 1 23 0 _0 111_00 ! 11 i 0 _ 11 -7.866 17 : min max; 0I 2' 3 0 18 ! 0 _ - - -- 82_524 ! 003_ 23 0 T18 max 1.108 23 2.872 18 0 11� 011 0 11 7.412 24 �8 9 N9 min fimax -1.121 1.123 L 18 2.153 23 1 0 17 2.168 18 0 i 11 0 11 11 0 11 -0 0 _ 11 11 -7.863. 17 7.41 24 __ 1©_-l_. 11 N2 min maxi -1.127 _ _ 0 18 T .666 23 i _ I _ - Q _- [ 1 0 11 11 0 11 1 0 11 0 11 0 0 11 11 7.854 17 _ 0 X11 12 13 -- _ N11 -- min' d max 0 _�_11 11. 0 11_ 0 1 11 0 11 1 0 11 0 11 0 1 0 0 110 11 11 0 11 14 15 I- N17 min �� max, 0 }-11 0 11_ 0 0 11 0 , 11 0_ 11 11 0 111 0 0 11 -�1� 11 0 0 T 16 -17 Totals: min _ 0 - 4-8 --- -1 0 11 0 - -- T - 17 11.799 7 -0 11 0 11 ----� - 0 11 -- T11 ; (� 0 1 11 _ _ l Z5 min -4.0 Z4 b.04y Z4 U I i -i- - --- � Envelope Joint Displacements max - 10LC Y Rotation rad 11 Z Rotation rad LC �omt_-I--_On I 24 YOn 24 ZOn 11 X Rotation [radi 11 _-0- 11 0 17 1 N1 3 N2 min max .825 24 �-__0 17 !0 11 7 _-- Z�—O_ -17 0 �--1-1.� 0 1, 0 11 I- 0 . 0- 24 4 5 ---- -- -- N3 min - max _ -968 - 1 0 -^ 1 0 0 18 0 24 0 -11-�- 11 -- 1 0 Q --- I! 11 1 -_ 11 0 11 0_ 1-- - .2-36e- 4 236e-3 24 0 17 _0 1 7 _1V4 _ mIn0 maxi 23 0 17 ---Q 825 24� -. 003 �j 24 _ 0 -' -11 11 0 011 -' 11 (3 11 0 24 0 11 �3 164e-3 17 8 _ ' N5 _ min 1 max -.968 17 -�3 ' -1 ' -0- 0 18 0 23 0 - `1-' 11 01 ---01 f 0 11 -1.245e-3 2 0 17 10 11 'TN6 min max; 0I 2' 3 0 18 ! 0 _ - - -- 82_524 ! 003_ 23 0 T18 11----0 11 -, 0 — 1 1 --- 11 _0 4 fi_1.1:- 11 111 ! 0 ._ 24. 3.168e-3 17 1 12 r 14 _ N7 min -. 8 17 -. ©03 0 t 0 _ 1.1 11 - 4 0 _ 11 11 � . t3_- _ 0 I 11 _ -1.234e-3� 24 0 17 -- __ mmx. _ 0 I- 231_ 0 18 _-�- 0 11 0 i -= 11 -- --.1 - 0 --- 24 15 N8 maxi .824 24 -.003 23 0 11 0 11 ! 0 11 3.167e-3 1 17 RISA -3D Version 14.0.1 [G:\...\...\...\...\03 - Eng\MOMENT FRAME (print).r3d] Page 3 08/09/2017 Apex Engineers, Inc. 30 of 42 Company Aug 9, 2017 >l -� Designer 2:03 PM Job Number Checked B H . Model Name Y-- T E C HNO L O G I E S - Envelope Joint Displacements (Continued) Joint X Gnl LC Y finl LC Z rinl LC X Rotation fradt LC Y Rntatinn fraril I r' 7 Rntatinn rrarit 1 r. 16 17 967 N9 max 0 17 18 003 0 18 23 0 0 11 0 11 111 11 -__ , 0 O 1 11 -1.233e-3 24 17 18 t -- 19 N10 �- i 11 2.11e-3 17 11-2.78e-3 17 min 0 max .824 17 0 24 0_I 7 8 0 23+-0 -p 11 0 11 0_ . 11 0 11 0 -_- 11 11 _0. '_ 0 24� L3.178e-3 17 20 N 11axT Imin 1_.967? .924 17 24 1 _002 - 0 -- 18 ' -----� 24 0 0 11 11 0 _ 0--1 11 11 0 0 11 I 11 -1.23e-3 24�_ - r 9.66e3 17 2 _ 23 1N --( 12 - � 0 max .84 1 17 2 -.002 0 17 24 --- 0 0 11 _ 11 0T--11 0 f 11 0 0 - 11 - 11 --- -- -8.23.6e3 24 3.164e-3 17 4 -$.6846-4 24 2.795e-3 r 17 mm : -1.406 17 1 -.003 17 � 0 11 0 1 0 -� 11 -1.245e-3 24 25 -- --- N 13 max _ 24 1 _ r N _ . 26 .84 rrnn 1.006 _.003 i 23 1$- 0 11 11 0 1 0 0 ' 11 + 27 I - 1 - N 14 max .839 1 _17 24 -.003 -.003 23 0 0 11 0 0 11 11�- 0 11 11 -1.234e-3 24 3.167e-3 17 2$min - -1.005 - g O9 17 --003 18 11 11 � _ 1 i __! -1.233 29 -- max N 15 �� 24 0 I 23 -! 0 # 11 0 11 ----0 0 -+_11 11 3.178e-3 17 17 31 31 min -1.005_ N 17 max 17 24 11 t _ 0 11 11 0 11 -1.23e-3 24- 24 32 .825 - - min -.968 17 -.022 17_ 0 11 0 --�- 0 11 2136e 3 7 33 N 19_ .825 24 -.001 24 0 11 _0 _.L_11 _ 11 0 _ _ 11 1.607e-4 24 34 -- 35 _ min -.968 ! N21 ;max _ 21 T�! .825 17 .4 _ Q23 �� - 001 17 24 �O 0 - 11 _ -r 11 0 S-- 0 11 11 4 0 �- 11 - 11 --2.128e-3 17 1.604e-4 24 -- ----- - 37 N23 max 824 24 -.001 ! _ 24 ! 0 � 11 0 11 �� ---- - - --- 0 � 11 1 636e-4 1 24 r 3_8_ min i 967 ; 17 -.023 i 39 N25 �maxl 007 17 0 ' - 0 11 0 0 11- 11 0 0 �- i 11 2.11e-3 17 11-2.78e-3 17 L�- min :82524 40_ i 968 17 03 -24 T1- 17 0 11' 0 - _ 11 0 T 11 -$.$02e-4 24_ -�; 41 N27 .825 24 .007 -- -+-- 24 0 - 11 0 11 0 11 2.785e-3 17 lmmm2i 42 968._ _1_7 03 117 43_.- N29 maxi 825 24 24T 0 11 T _ 0 11 0 91 e-4 24 11 2.784e 3 17 _.007 - .153 18.5 1171 .024 - - -- +-- - - 44 min -.967 _ 17 - 03 45 N 31 max,, 0 17 0 24 - 0 -{ 11 11 0 0 11 11 041 -$.6846-4 24 2.795e-3 r 17 46 _mrn ] _967 i 17 1-.028 17 ; 0 ', �-- 11 - 0 11 - 0 11- '' -8.649e-4 24; Envelope A/SC 14th(360-10): ASD Steel Code Checks RISA -3D Version 14.0.1 [G:\...\...\...\...\03 - Eng\MOMENT FRAME (print).r3d] Page 4 08/09/2017 Apex Engineers, Inc. 31 of 42 Member Shape ft _Dir LC Pnc/oma Pnt/om (kl Mny�om ... Mnzz/om ...Cb E n ] �� Mi&&5 237 L� T144. _- -1 -- - --C 0 1701 -`0 0 y 17 88.874 - 21 026 H1 -1_b 2 _ M2 HSSS1 .390 0 17` 029 0 18 88.874 _ _ ----.- , 144 886 21 026 21; 026 H1 -1b 390 0 17 .029 _0 y _18 88.874 �� 4- 5 � M4 HSS5x5x5 M6 -THSS5x5x5 0 380 0 117 .Q29_ 0 17 029 -_6 Ty -_18 88.874 144_886_, 21.026 21.026_2__. 0 � H1 -1b 1 6 --HSS9 - -5 Mn7 _ . T�_ 153 - 024 __y-;18: 88.874 144.886 21.02_6 _ -17 12y 33.513 X21.026 ; H_ 50.49 -} H1 -1b HSS9x5x51 M8 HSS9x5x5 .153 18.5 1171 .024 - ' _ 12 y'18 150.175209..066 58.49 H1 -1b 12 18y 150.175i _8 9 _ _ M9 HSS9x5x5 , f_33.513 .153 8.5 1171 .024 209.066T -- 33. 13 50.499 ,� H1 -1b 12 y 18 150.175 209.066' 33.513 50. 94 9 ..: H1 -1b RISA -3D Version 14.0.1 [G:\...\...\...\...\03 - Eng\MOMENT FRAME (print).r3d] Page 4 08/09/2017 Apex Engineers, Inc. 31 of 42 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Proof: Stand-off installation: Anchor plate: Profile: Base material: Reinforcement: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading [lb, in.lb] AWS D1.1 GR. B 3/4 her = 4.724 in. OF it Profis Anchor 2.6.6 Page: 1 Project: Sub -Project I Pos. No.: Embed Plate #1 Date: 8/9/2017 I _V Design method ACI 318-08 / CIP eb = 0.000 in. (no stand-off); t = 0.375 in. ; E = 0 psi; fyk = 35998 psi; yms = 1.100 1, x ly x t = 24.000 in. x 6.000 in. x 0.375 in.; (Recommended plate thickness: calculated (0.039 in.)) Square HSS (AISC); (L x W x T) = 5.000 in. x 5.000 in. x 0.313 in. cracked concrete, 3000, f�= 3000 psi; h = 420.000 in. tension: condition A, shear: condition A; anchor reinforcement: tension, shear edge reinforcement: > No. 4 bar with stirrups no G Input data ,.�t1�t be checked for agreement with the existing conditions nd for plausibility! PROFIS A O L%Obfi-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Tr 6�F 91A0Rbr%J99n 32 of 42 www.hilti.us Company: Specifier: Address: Phone I Fax: E -Mail: 2 Load case/Resulting anchor forces Load case: Design loads Anchor reactions [lb] Tension force: (+Tension, -Compression) Anchor Tension force Shear force Shear force x Shear force ;11n0 Profis Anchor 2.6.6 Page: 2 Project: Sub -Project I Pos. No.: Embed Plate #1 Date: 8/9/2017 2 0 150 150 0 ---'>x 3 0 150 150 0 L 05 06 07 08 4 0 150 150 0 5 0 150 150 0 6 0 150 150 0 7 0 150 150 0 8 0 150 150 0 max. concrete compressive strain: [%o] max. concrete compressive stress: [psi] resulting tension force in (x/y)=(0.000/0.000): 0 [lb] resulting compression force in (x/y)=(0.000/0.000): 0 [lb] 3 Tension load Load N„a [Ib] Capacity N„ [lb] Utilization RN = N„A Ne Status Steel Strength* N/A N/A N/A N/A Pullout Strength* N/A N/A N/A N/A Concrete Breakout Strength**' N/A N/A N/A N/A Concrete Side -Face Blowout, direction ** N/A N/A N/A N/A * anchor having the highest loading **anchor group (anchors in tension) ' Tension Anchor Reinforcement has been selected! Input data t be checked for agreement with the existing conditions nd forp� usibilit I PROFIS A MU -2 o9 Hilti AG, FL -9494 Schaan Hilti is a registered Tr S -t f 9�i(i�;�(�olt6& 33 of 42 www.hilti.us = kcp ANC / W ec,N W ed,N W c,N W cp,N NbJ Profis Anchor 2.6.6 Company: Page: 3 Specifier: Project: ANS Address: Sub -Project I Pos. No.: Embed Plate #1 Phone I Fax: Date: 8/9/2017 E -Mail: ACI 318-08 Eq. (D-9) concrete 4 Shear load Vua (lb] W ed,N Load Vaa [lb] Capacity 4 Vn [lb] Utilization p„ = Vua/ Vn Status Steel Strength* 150 18674 _1 OK Steel failure (with lever arm)* N/A N/A N/A N/A Pryout Strength** 1200 19957 7 OK Concrete edge failure in direction **' N/A N/A N/A N/A * anchor having the highest loading **anchor group (relevant anchors) Shear Anchor Reinforcement has been selected! 4.1 Steel Strength Vsa = Ase,v feta ACI 318-08 Eq. (D-19) Vsteel > Vua ACI 318-08 Eq. (D-2) Variables Ase.V [in .21fut. [psi] 0.44 65000 Calculations Vs. [lb] 28730 Results V. [lb] steel Vs. [lb] Vue [lb] 28730 0.650 18674 150 4.2 Pryout Strength Ucpg = kcp ANC / W ec,N W ed,N W c,N W cp,N NbJ ACI 318-08 Eq. (D-31) Vcpg Z Vua ACI 318-08 Eq. (D-2) ANc see ACI 318-08, Part D.5.2.1, Fig. RD.5.2.1(b) W ec2 N W ed,N iv cp N Nb (lb] ANS = 9 hf ACI 318-08 Eq. (D-6) 1.000 0.850 1.000 5724 1 W c,N1 + 2 eN 5 1.0 ACI 318-08 Eq. (D-9) concrete 3 hef Vua (lb] W ed,N = 0.7 + 0,3 (Ca rron) 5 1.0 1.5hef ACI 318-08 Eq. (D-11) W cpN = MAXrCa_min 1.5haf1 c 1.0 1`\ bac Oac J ACI 318-08 Eq. (D-13) Nb 5 = kc X fc he1 ACI 318-08 Eq. (D-7) Variables kcp hef [in.] ec1.N [in.] ec2,N [in.] ca,,,, [in.] 2 2.667 0.000 0.000 2.000 w c ca. [in.] 1.000 X fc [psi] Calculations A. [in 2] AN.0 (in .21 W ect N W ec2 N W ed,N iv cp N Nb (lb] 187.50 64.00 1.000 1.000 0.850 1.000 5724 Results Vcpg [lb] concrete Vcpg [lb] Vua (lb] 28510 0.700 19957 1200 Input data �Q f��� t be checked for agreement with the existing conditions nd for usibilityl PROFIS Ar4i�6WM, 2009 Hilti AG, FL -9494 Schaan Hilti is a registered Tr"=gSllFlnr%c1Q& 34 of 42 www.hiiti.us Profis Anchor 2.6.6 Company: Page: 4 Specifier: Project: Address: Sub -Project I Pos. No.: Embed Plate #1 Phone I Fax: Date: 8/9/2017 E -Mail: 5 Warnings • Load re -distributions on the anchors due to elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the loading! Input data and results must be checked for agreement with the existing conditions and for plausibility! • Condition A applies when supplementary reinforcement is used. The 4) factor is increased for non -steel Design Strengths except Pullout Strength and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to your local standard. • Checking the transfer of loads into the base material and the shear resistance are required in accordance with ACI 318 or the relevant standard! • The design of Anchor Reinforcement is beyond the scope of PROFIS Anchor. Refer to ACI 318-08, Part D.5.2.9 for information about Anchor Reinforcement. • The design of Anchor Reinforcement is beyond the scope of PROFIS Anchor. Refer to ACI 318-08, Part D.6.2.9 for information about Anchor Reinforcement. • Anchor Reinforcement has been selected as a design option, calculations should be compared with PROFIS Anchor calculations. Fastening meets the design criteria! Input data r& r t be checked for agreement with the existing conditions nd for ptausibilityl PROFIS A O 2009 Hilti AG, FL -9494 Schaan Hilti is a registered Tr gAQ§kbr&hagn 35 of 42 www.hilti.us Profis Anchor 2.6.6 Company: Page: 5 Specifier: Project: Address: Sub -Project I Pos. No.: Embed Plate #1 Phone I Fax: Date: 8/9/2017 E -Mail: 1.500 6 Installation data Anchor plate, steel: ; E = 0 psi; fyk = 35998 psi Anchor type and diameter: AWS D1.1 GR. B 3/4 Profile: Square HSS (AISC); 5.000 x 5.000 x 0.313 in. Installation torque: - Hole diameter in the fixture: df = 0.813 in. Hole diameter in the base material: - in. Plate thickness (input): 0.375 in. Hole depth in the base material: 4.724 in. Recommended plate thickness: calculated (0.039 in.) Minimum thickness of the base material: 5.599 in. Drilling method: Hammer drilled Cleaning: No cleaning of the drilled hole is required Y 12000 i 1) nnn Coordinates Anchor in. Anchor x y 01 02 5 6 c+x c.y 03 4 0 u� 0 0 M 1.500 3.000 21.000 0 0 7 CO 0 00 M o 0 6.500 17.500 3.000 3.500 1 1.500 1 8.000 1.500 1 3.500 3.000 5.000 Coordinates Anchor in. Anchor x y c -x c+x c.y cry 1 -9.000 1.500 3.000 21.000 5.000 3.000 2 -5.500 1.500 6.500 17.500 5.000 3.000 3 4.000 1.500 16.000 8.000 5.000 3.000 4 9.000 1.500 21.000 3.000 5.000 3.000 Anchor x y c -x c+x c -y c,y 5 -9.000 -1.500 3.000 21.000 2.000 6.000 6 -4.000 -1.500 8.000 16.000 2.000 6.000 7 5.500 -1.500 17.500 6.500 2.000 6.000 8 9.000 -1.500 21.000 3.000 2.000 6.000 Input data �fJ�j I�� t be checked for agreement with the existing wnditions nd for?usibilityl PROFIS Ar4�iMW=2009 Hilti AG, FL -9494 Schaan Hilt] is a registered Tr�gSA9q@rucW&n 36 of 42 www.hilti.us Profis Anchor 2.6.6 Company: Page: 6 Specifier: Project: Address: Sub -Project I Pos. No.: Embed Plate #1 Phone I Fax: Date: 8/9/2017 E -Mail: 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data g� jf,P t be checked for agreement with the existing conditions nd for usibilityl PROFIS Ar1EAbXW2009 Hilti AG, FL -9494 Schaan Hilti is a registered TrA=gSWOk6r%cW& 37 of 42 Foundation Design 08/09/2017 Apex Engineers, Inc. 38 of 42 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 _ Genera! Footing Description : B-3 Code References Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 Increases based on footing Depth Footing base depth below soil surface General Information - Material Properties Min Allow % Temp Reinf. f : Concrete 28 day strength = 3.0 ksi fy : Rebar Yield = 60.0 ksi Ec : Concrete Elastic Modulus = 3,122.0 ksi Concrete Density = 145.0 pcf rp Values Flexure = 0.90 Project Title: Engineer: Project Descr: Soil Design Values Allowable Soil Bearing Increase Bearing By Footing Weight Soil Passive Resistance (for Sliding) Soil/Concrete Friction Coeff. Shear - Analysis Settings- 0.750 Increases based on footing Depth Footing base depth below soil surface Min Steel /o Bending Reinf. - Allow press. increase per foot of depth Min Allow % Temp Reinf. = 0.00180 when footing base is below Min. Overturning Safety Factor = 1.0 :1 Min. Sliding Safety Factor = 1.0 : 1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of depth Use ftg wt for stability, moments & shears Yes Add Pedestal Wt for Soil Pressure No when max. length or width is greater than Use Pedestal wt for stability, mom & shear No Dimensions Width parallel to X -X Axis = 3.50 ft Length parallel to Z -Z Axis = 3.50 ft Footing Thickness = 12.0 in Pedestal dimensions... px : parallel to X -X Axis = in pz : parallel to Z -Z Axis = in Height = in Rebar Centerline to Edge of Concrete... at Bottom of footing = 3.0 in Reinforcing Bars parallel to X -X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z -Z Axis Number of Bars Reinforcing Bar Size 5.0 # 5 Project ID: Printed: 9 AUG 2017, 2:09PM 3.50 ksf = No = 250.0 pcf 0.30 = 1.0 ft = ksf ft ksf ft 5' # 5 #5 Barsi €1II�Ili{ s #ssa iii, Ilitilii h '''�+-z�T�--7�itiTiTis`�'A"+IEn6EFl g=�FifiP`F➢"� I Bandwidth Distribution Check (ACI 15.4.4.2) X -X Section Lookingto +z Z -Z Section Looking to +X Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads D Lr L S W E H P: Column Load = 13.0 18.20 k OB : Overburden = ksf M-xx = k -ft M-zz = k -ft V -x - - k V -z = k 08/09/2017 Apex Engineers, Inc. 39 of 42 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr: and then using the "Printing & Title Block" selection. Title Block Line 6 _ T Peoted: 9 AUG 2017, 2:09PM General Footing File - G \Denver\Projects\14ZVAJ-U\2FPP41-H\OKR386-IWOL43A-Q EC6 ENERCALC INC. 1983-2017, Build: 10. 17.7.24, Ver.10.f7724 Licensee: APEX ENGINEERS INCDescription : B-3 DESIGN SUMMARY Design • Min. Ratio Item Applied Capacity Governing Load Combination PASS 0.7691 Soil Bearing 2.692 ksf 3.50 ksf +D+S+H about Z -Z axis PASS n/a Overturning - X -X 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Overturning - Z -Z 0.0 k -ft 0.0 k -ft No Overturning PASS n/a Sliding - X -X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z -Z 0.0 k 0.0 k No Sliding PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.3275 Z Flexure (+X) 5.590 k-ft/ft 17.070 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.3275 Z Flexure (-X) 5.590 k-ft/ft 17.070 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.3275 X Flexure (+Z) 5.590 k-ft/ft 17.070 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.3275 X Flexure (-Z) 5.590 k-ft/ft 17.070 k-ft/ft +1.20D+0.50L+1.60S+1.60H PASS 0.4080 1 -way Shear (+X) 33.520 psi 82.158 psi +1.20D+0.50L+1.60S+1.60H PASS 0.4080 1 -way Shear (-X) 33.520 psi 82.158 psi +1.20D+0.50L+1.60S+1.60H PASS 0.4080 1 -way Shear (+Z) 33.520 psi 82.158 psi +1.20D+0.50L+1.60S+1.60H PASS 0.4080 1 -way Shear (-Z) 33.520 psi 82.158 psi +1.20D+0.50L+1.60S+1.60H PASS 0.8064 2 -way Punching 132.504 psi 164.317 psi +1.20D+0.50L+1.60S+1.60H Detailed Results Sail Bearing �-- - _- Rotation Axis & Xecc Zecc Actual Soil Bearing Stress @Location Actual !Allow Load Combination... _ Gross Allowable (in) Bottom, -Z Top, +Z Left, -X Right, +X Ratio X -X, +D+H 3.50 n/a 0.0 1.206 1.206 n/a n/a 0.345 X -X, +D+L+H 3.50 n/a 0.0 1.206 1.206 n/a n/a 0.345 X -X, +D+Lr+H 3.50 n/a 0.0 1.206 1.206 n/a n/a 0.345 X -X, +D+S+H 3.50 n/a 0.0 2.692 2.692 n/a Na 0.769 X -X, +D+0.750Lr+0.750L+H 3.50 n/a 0.0 1.206 1.206 n/a n/a 0.345 X -X, +D+0.750L+0.750S+H 3.50 n/a 0.0 2.321 2.321 n/a n/a 0.663 X -X, +D+0.60W+H 3.50 n/a 0.0 1.206 1.206 n/a n/a 0.345 X -X, +D+0.70E+H 3.50 n/a 0.0 1.206 1.206 n/a n/a 0.345 X -X, +D+0.750Lr+0,750L+0.450W+H 3.50 n/a 0.0 1.206 1.206 n/a n/a 0.345 X -X, +D+0.750L+0.750S+0.450W+H 3.50 n/a 0.0 2.321 2.321 n/a n/a 0:663 X -X, +D+0.750L+0.750S+0.5250E+H 3.50 n/a 0.0 2.321 2.321 n/a n/a 0.663 X -X, +0.60D+0.60W+0.60H 3.50 n/a 0.0 0.7237 0.7237 n/a n/a 0207 X -X, +0.60D+0.70E+0.60H 3.50 n/a 0.0 0.7237 0.7237 n/a n/a 0.207 Z -Z, +D+H 3.50 0.0 n/a n/a n/a 1.206 1.206 0.345 Z -Z, +D+L+H 3.50 0.0 n/a n/a n/a 1.206 1.206 0.345 Z -Z, +D+Lr+H 3.50 0.0 n/a n/a n/a 1.206 1.206 0.345 Z -Z, +D+S+H 3.50 0.0 n/a n/a n/a 2.692 2.692 0.769 Z -Z, +D+0.750Lr+0.750L+H 3.50 0.0 n/a n/a n/a 1.206 1.206 0.345 Z -Z, +D+0.750L+0.750S+H 3.50 0.0 n/a n/a n/a 2.321 2.321 0.663 Z -Z, +D+0.60W+H 3.50 0.0 n/a n/a n/a 1.206 1.206 0.345 Z -Z, +D+0.70E+H 3.50 0.0 n/a n/a n/a 1.206 1.206 0.345 Z -Z, +D+0.750Lr+0.750L+0.450W+H 3.50 0.0 n/a n/a n/a 1.206 1.206 0.345 Z -Z, +D+0.750L+0.750S+0.450W+H 3.50 0.0 n/a n/a n/a 2.321 2.321 0.663 Z -Z, +D+0.750L+0.750S+0.5250E+H 3.50 0.0 n/a n/a n/a 2.321 2.321 0.663 Z -Z, +0.60D+0.60W+0.60H 3.50 0.0 n/a n/a n/a 0.7237 0.7237 0.207 Z -Z, +0.60D+0.70E+0.60H 3.50 0.0 n/a n/a n/a 0.7237 0.7237 0.207 Overturning Stability Rotation Axis & Load Combination... _ Overturning Moment Resisting Moment Stability Ratio status Footing Has NO Overturning Sliding Stability All units k Force Application Axis Load Combination... 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Coni or: .. contractom,nay * Phone: Contractor tll dress; r �� Sub of Electrical: Plumbing Mechanical- W.R. herd l:W.R. City License # W.R. City License # W.R. City License Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this farm .si STRUCTURENEW COMMERCIAL STRUCTURENEW RESIDENTIAL ROOFING COMMERCIAL ADDITION RESIDENTIAL ROOFING RESDENTIAL ADDITION COMMERCIAL ACCESSORY STRUCTURE ..•- shed,deck, RESIDENTIALA66ESSORY STRUCTURE SYSTEM/APPLIANCEMECHANICAL REPAIR REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR o *: W r- ,: Sq. FULF Btu's Gallons Amps Squares Other lir Vat : (Contract value or the cost of III materials and labor included in the Sq_tIn project) OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT N'T I hereby certify that the setback distances proposed by this permit application am accurate and do not violate applicable ordinances, rules or regulations ofthe City of Wheat Ridge or covenants, casements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abidee, by all conditions printed on this application and that t assume full responsibi lity for compliance with applicable City of Wheat Ridge: caries and ordinances for work under any permit issued bawd can this applications; Haat C am the legal owner or have been authorized by the legal owner of the property to perfonta the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLE ONE, (OWNER) ( liT C" ti err {.�4UTHO: IZEDREPRESENTATIVE) of (tll "NEN) (CONTRACTOR) rJIMNAME. G�-- 0ATV- 117/�S-- Building Division Valuation. Mr -Joel Hermann Project- Wheatridge Vehicle Storage Building 11220 West 45 1h Ave. Wheatridge, Colorado FOUNDATION COMPLIANCE LETTER NEUJAHR AND GORMAN, INC. CONSULTMG STRUCTURAL ENGINEERS PO BOX 3682 LITTLETON, COLORADO 80161 (303) 377-2732 w%rw.neujahrqorman,com M Wgii. To T WUNNOM w a* imp vldffb at1•51-*r1-Sra*e and reinforcing steel for the referenced project. I I 1111gilili W PON MM design drawings. WR IRA Field observation trips were for the purpose of familiarizing us with the general progress and quality of the work and to determine, in general, if such work was proceeding in accordance with the Contract Documents. On the basis of these on-site observations, we attempted to guard the Owner against any obvious defects and deficiencies in the work by the Contractor. We did not supervise, direct or have control over Contractor's work and we were not responsible for the Contractors means, methods, procedures, techniques or sequences of construction. In addition, we were not responsible for Contractor to carry out the work in accordance with the Contract Documents. EEM= Neujahr and Gorman, Inc, 2-3-15 Michael J. Gorman, P.E. W' Citgo of' W at P'Lcsil h6 we �PARKS AND RECREATION TO: Lauren Mikulak FROM: Mark Ruote DATE: 6/10/15 SUBJECT: Wheat Ridge Vehicle Storage Building Lauren, As per our email conversation of 6/1 0/15 the Parks Forestry and Open Space Division will complete the required landscaping at 11220 w 45 Ave. by 7/8/15. f will contact you as soon as we are finished with the landscape work to schedule your final inspection.. Thank you Marr Ruote City of Wheat Ridge Parks Project Coordinator Parks, Forestry and Open Space nrrggjtg ci. vlaeatrid e. o.us 303-205-7553 Complete all information on BOTH sides of this for (contract value or the cost of a[imateria Jabor incl e c :4»roiect) (OWNE4 (f-,ONT)UCrOR) Building Division Valuation: $ 0"�/ � Ap C-,& III Wheat Ridge Maintenance Facility December 2014 Im Green giant Arborvitae Emerald Arbonlitae Vibumum Ornaniental Grasses Karl Forester Feather Reed Variegated feather reed Fountain grass Giant Sacaton Little Bluestern Fescue Additional seeding of a variety of native grasses including Blue Grarna and wetland plants - a variety of sedges and rushes will be seeded in and around the detention pond. R Date: October 23, 2014 Reviewed By: Steve Steigleder IM The exit doors will need to be openable, from the inside without the use of key or special knowledge. I,FC 06 1008.1.8.5. ZMEM Exit signs and battery back-up will need to be operational at the time of final inspection. IFC 06 1011.5.3. Means of Egress Illumination: The means of egress lighting at the interior and exterior exit doors will need to be operational at the time of final inspection. lFC 06 1006.3. 110111 • Wool 'M Ve We would recommend that Alternate Bid 4 be used at the time of construction as to prepare the room for future storage as needed. MMMUM=111 1 1 1 � , anmmz� stored within the building. W 4 — 4 conducted in the garage. Electrical receptacles located • the east wall need to be installed at'a minimum height of 18 inche", *Vc prevcnt-a 1FC 06 221,13. through walls, ceilings or doorways. TFC 06 6055. Fire Extinguishers: IUSS Man lurlt 1101 InItTv UD-V1 ZIk IML IT44n MV URT414 the rr�ounting bracket as noted on the plans. IFC 06 906.3. Amended. Fire extinguishers having a 4-A rating or I O-lb. ABC dry chemical units shall be provided on on each floor of structures under construction. 1FC 03 906.1 (4). ME= N mm �Orw CITY OF WHEAT R ME BUILDW AND PapwnoN SFRVXU DIMSION 7500 W 2% Ave What Up, CO 80033-8001 p 303.235.2855.f 303.237.M9 am, a duty auth orized representative of • • Wheat Ri s D istrict !/ Cl ear C ree k S • FnAt It W es t r i dge S • O ther i ..> Signat e: Date: (Agency Representa WHE CITY OF WHEAT RIDGE POLICE EVIDENCE STORAGE BUILDING P ROjECT NO. 4.: INVITATION TO BID NO* ITB-05-31 PROJECT TEAM A OINNER R ELECTRICAL OIr a t ASS 000"Mr. Mi r gu ISM 1414 STRMT STAW wAt "GL CO mu ODOM m mm yy i L CONTACT" An VAM ARCHITECT STRUCTURAL Oz .. *. . X... D om wx #i 1310 *"a smi vb # Ye���� d .nxvXA(A CAI Luts fa M Y #:< MECHANICAL SPECIFICATIONS An 00"TANIS sRtmmd Ay ago W S 9FM 67n � �ca7�w adds Alm wwm CO am D OPAR , 03 am 5: LU a � ma C� an�z STRUCTURAL ELECTR CL p pp 4M Avv EIAO C' iPW 45th PI UPPER d'L... 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PWWWD WTAL WOMW (ALT 0) D�> 0_,rw LOOR M4al PM SPE1,11 DWTY PER WL QASWChrm COOT TV, TI X MW FLOOR CW W- SMUT, o" To sem"' C3) STORAa ALMWAMP X it .4 (A) 2 0 — m AINITICTIAl 3412 Hums Su"t suift too t>.voOc4loc*da8o2O2 ph.. 3o3.sa.5704 FlOOR PLA�q) QSECOND KEYNOTES: 14 .41 mwme WrAL wm wl� #$} rr_- oxx FLO ovan oaaff W A M> V %wo go m fool) coomm am *I OW PfVARW WRFAM SFA M�> womm vt- %- fum famm *,m umly too M--- moo x (ALT, 00) U0,09A (ALT 02) 9 x I OWN" WAGE ww C*4=M Kil 0) URTAL PAW RDW (ALT 0) (ALT .02 AS IAK ER� M) V5� PROV" %U As WAM (Aa fl) WOF $OM (ALMNAIE #,% PMM) ED 0 W ( A rT W Lo R�- It x W POWM cam ODOR OF 1w f�r> FM EXTWO00 00"At 0 4r SLM 'M CWO n= SM q%LM FU COMMM RAW " KVWW AS RWAW r "M w OAM a w4mm &W %L To K ORVACIED TO WMW JZ" AiX Or 1 ON Wma AL- DUAL M/W* (ALT apa" rrr�. PWWWD WTAL WOMW (ALT 0) D�> 0_,rw LOOR M4al PM SPE1,11 DWTY PER WL QASWChrm COOT TV, m AINITICTIAl 3412 Hums Su"t suift too t>.voOc4loc*da8o2O2 ph.. 3o3.sa.5704 - - -------- -- -- . .. ... .. ---- ----- - ---- L WE_nELE qyt�, ELEVAT I ON - 4-- ----------------- EAST ELEVATION KEYNOTES: E�---HAFV WM UP PX4U IW WON 16"X WOL WAL ew Pmu pa j4XALr,jz AS m M) W- oom so*ME D�-PKWMW Wm (N-T 0) WOM FRK" AL M>OWW FW MOW Of ( T Fr--HAW 9WIN tAP PAN" e DMW 0 ris>PW"M WAL WWK W-' f/Wt R-S X I Kit DM * FRMC PANT M OM suou PRUW" WTAt DDOMWT (ALt 05) D�>3/e COOT WW FAWA D Dt—am am jam 4--QA1E PUt MAKM (10M PAO= WL PACK WMTY LWWR W. = (W P) Vt D,�, mmurm WWAMI (ALT. P) Vl-- X I MM" GWA OOOR (AMP Pomm) r* MOD" FtO SRR DOUAW DEW 100A0 (ALT, F) 0>" an mmml TO Rmw "a RE DOM SWAU owv" VIAMOCK OR RTH ELEVATION ELEVA _j� 2 NOT�H �ELEV�l $ML 114W-e 12 12 z` ------ ---- 6 0 cr- uj 0 0 C) E5 CID Lu CC uj 0 cr- L i j , 0 F— ui Lu 0 z u j U.1 LL. 0 U.1 LIJ U CL C\l c\j PRM NO, 54=00 ORAW. MAY OfCKM JL CADD FILE. A5,00j DATE: 07/15/2005 i CITY OF WWAT RKM PROJECT 40: M-02-04 REMSIONS Illol 100% CONSTRUCTION DOCUMENTS %W TITM BUILDING ELEVATIONS A A x :X X, X X s x 2XA ww sm ft 2%& mm sm #T. ON MSTS A9: .. S p„ (ALT. 03) W—VITEMMM"IM1,12 m I %.T WTES° BA 04EO(ED, mm " WETAL P W W WAVM WK P ,. Rowm was e " AOM ors RE ,SAL ., w TT W 30 t, CM VOSWOCK AN. _ PAFM ON LAP WOO I .:. 9/A" TVK `%" om a w Z Wr ME Y OV, . W 2 M A SM AT t8 "MQ XSSMAT 1 ! 2 9 8 SAN TO MAW WM ��..� _. r l "I (Aa M A A x :X X, X X s x 2XA ww sm ft 2%& mm sm #T. ON MSTS A9: .. S p„ (ALT. 03) W—VITEMMM"IM1,12 m I %.T WTES° BA 04EO(ED, mm CAD FILL A5 d ,. 07 OTY OF WHEAT ROM RE ,SAL M-02-04 E)PWM T- CM VOSWOCK PROWSM Aa WTM 1 n ,1012 Hwou s T Sauce to Denw4 CA6ad* 80202 phom "5,861,5704 i • !' Lj • uj CC uj • • 0 LLJ U. 0 LLI C DRA)W BA 04EO(ED, IL CAD FILL A5 d DAT 07 OTY OF WHEAT ROM PROJECT W M-02-04 „ 7 ■rrwuwrw wuww+r fo t CONST DoculwMS SHEET TI TLE JOSEPH WALL SECTIONS LEVI B-1477 A M SCALE. 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E)MRIOA WALL I T tARt aa« a a « Yk *M MAW M DOW Sao" Rw M. PIN 6 A'f2iN (TtP,) KMv'. PAM 0i 0n TYK me F665M 6 TTPF " M" �i. 1t1 DES . ., TT 1 54052,00 DRA W: BA I FILE: VOOdwq f Ile ,. 07/15/200 M+ ad eat d Stu .,,, a . ^..s. qyIHM.Head t w d Slud A °GYP MR U j OR S �r . ., TT 1 i ff, p RO NO, 54052,00 DRA W: BA I FILE: VOOdwq f Ile ,. 07/15/200 M+ ad eat d Stu .,,, a . ^..s. qyIHM.Head t w d Slud A °GYP LOA MP U j OR S UMM PARTITION TYPE. R a Uj �. LU Wa �.w __,.,..;._.#, . PAR U. f iR# : Pk8 S/6` "M° 0 .: ,.. R PAR TV' M SOE 0 tMk iMFR9 %6 S FAAMM fit PAM OR TIM 6 sw murm OF2 .PARR sm 8IMC4 " ^.. o- mf ..,. 2x LAP to PAPE7t at .: a :. 1*4 ..... m„ NE: S V A T C.YP. 9b. d+ iMi'Rt 51kES IJANT, TYR, L'A« F- c, • _..,w .� . icy PARTITION TYPE. E)MRIOA WALL I T tARt .... .,,,.........,- ....,.w.,...�... J k+l, PtJk'ftwo oft 6 3 +! _. METAL nAs" : h _ DOOR STOP \ , WK W-. 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E LAM, FVITlOV+ GT THE RTA.Eu REUAX ATit: a AND CORES OF Tlf STATE, OF C4T1,0RA[7C AN'7'Trig P„.CC'AL JXVR '.,9:r<J PC NAL A"THORI . , C+ti+,� f CNF'!*AT' TC,TR E�✓ RE, �''f.:RN, tBI E f tt, CGK'RN"i7iMATd}d5 ALL °,+'"RK tAbVf,R HTSAPER CCA+"TQA€ "TA At 0TW FAR "PTNO TRACES TT44 CACNYRA€£TCR 5MLL REVIEW EX*Tt ? REW C,CMC{,Ttr C `UoR TC T7CE;. P.%ZL LASE. FABRIC „N'rd.;"Fi ,AW TNArALLATCe4 Of ANy'!CWPC . rAXTHORK, fnl` 4N.'✓, ETC„ SHALL 914FMH THE A$RCIAM.GT CRt CrEWT , ?RA6.. c.C.i'3i'RAc"�.S'7R OF ART' T`:,;�fi:EPANC. #L'95 T",+R, RE'50L {F+"3CA5. 6:.. THIS C.4A €T'F,PCT:OR : kA,t.L. t'T*"OMPF.: ALL e-fA ATAL AW AUTOMATIC. aTARISRS, FOR Tiff ELAPF'P' NT €N,VIICATW ON TF}E PRAY&;.. ”" 9^i374 ?"dE 5'EATI, ES 1Pf€?CA'TEE), E. THEtthNOI� TA"S ::.+CAP L £2E :f1? AT `rs At'S..A' VE Ftk*; Et:+ F1.00R ELEVA th"N ARE TM;1.`C.,ATE:S".r c I4E; hK.Trp_37 (.'r FJER6f3; . RPM ALL }TENT; !AAr W9T APPEAR LA OR,&WMP of 2004-184-00 ol DJF CHECKED. NlA T-,TAT TIERWblAl ' ;}ATE. "+°+TAT TPf."RMi"V'TAT.LA'E VC'LrAUE TY6tc RIDGE PR CT NO 1 ixs ELM B:Ai..ALTRArt VAXPfk EaMeNT PLAN 64Vt TWCAT0R T IG UNIT �4 5ATER eCHECIULE t` ) a 4EATINC, CAPAC, Ty try, EC TT K:1 rAN -VioR .xtKE Owff$) PLAN ... 'tC,.E 7 aTAC -f VCL — rA , 6f .ATR ' jw5ii . ,.a...w,W .. c'T$ ep tt NOTES C..CC?E T A FLT PUT `riE! T A 4NCC}!°�4. WC (CFt' i X51 1:. PR.:MV£: RCI TttRW TAT Y f'i,.AF3 � TY'f'E.. # fii:..K FACE PG"ArtE V!t'7i..UME h4ATETZkAA. <: Ct,t?R t�1 . AC "'Tf�ER NCSE;°a CERA+.PeCE SIZE S €!F T'fTCE f7A f2 d Na I c 7T I, FIXED LOWERED SLAMS 15WLkwoln sent 12 00 �{� .:gip & SIM 303.861..5 PR(M, No, 2004-184-00 ol DJF CHECKED. NlA 0 3-D ;}ATE. 7/15/2005 CPTY OF 04EAT RIDGE PR CT NO 1 Cc UJ ui uJ Lu +rf PR(M, No, 2004-184-00 DRAW DJF CHECKED. NlA CARD FILE: ;}ATE. 7/15/2005 CPTY OF 04EAT RIDGE PR CT NO M- -02 -04 T rP Pq t ` T ea .ucxn+vs x�# k4D448ta9m' M °a4 #Axd >NWMB..CPw i WCUMENTS SHEET RTLE: MECHANICAL 11 ' SECOND FLOOR MECHANICAL PLAN �4�_�-� c/ } / PROS No 2004 -184 -00 DRAWN: DS CHECKED: cr- DATL L.J 50 ROGE cr. co u1i cr Uj U F- It— It— PROS No 2004 -184 -00 DRAWN: DS CHECKED: MLA DATL 7/15/2( CM OF WHEAT ROGE mumm - 0 1 0 4� [I 100% CONSTRUCTION DOCUMENTS MECHANICAL FLOOR PLANS THE `Vr$TFM SHALL OWLtXX A Fft ALARM PAWL KTHAVTOMATSC OUkl ER CWNERAL NOlt-5 '."ILDPE ALL, 5AMTARY SEPeR AT U`4'PeR FOOT M.E. OTHU"�c,F, Z iWLVOE' ALL, C,00F RCZAAREP CLEAJ*.VT-, IN 5CCXT OF KOPK. FWL,QN OPAVE" FIRE AND FITT4 05 SY KO AXV 1 ,Pl60T CAST MON LkSTM A14.1W .Owm NEOPRtNE 00�WRCW%ON 6A ET, M� �k i ii 11 A PROD L, PLUM51 LE6END DRAM: LAD CHECKED: ARV CARD FILE„ DATE: CIV PrTAM"e. rx"Lo KATEI'lz MOLE M POTABLEE W�T 04Arek PO' F DEMONS: ?# [ R ITAME H�'T HATER 40- F K <' POTA93LF W>T kATER Yk? F "AN SAWARY 5f.�'C-R IABOVT� fL00W,,RA0W SAN 15AMITARY 5e R (BEL"FL. 6RAVE) v 5AWARY (PLW) VENT P CMVFW ATE MAW *A^s NATURAL &AS F FMF PQ0TrcT0w 1 5ERVIlarl A CC*4PqE9* AM STORM SD FQ eABCNr� PLOMSRAM) 5WAT"m (eeLQW FLIXN�ORAPEI Ro ROOF rsWAM(ABOVF FLOORY&RAVE) 9XII P47OF PRAW r Mt ON FL C,-) W <WERT1 CIA PRAIN fA&7VC FLOOR/69ADEJ 0Y'ERFLC*i PRAgN MELC M FL' OPXWAVE� EXMMO M?911* ro ve ---------- a CAP MFIf CAP 0 Fr" F1.0OR PRAM rp FLOOR DRAW FT.4W OF e; CTYOk WW 'O C-Xt$ CWNERAL NOlt-5 '."ILDPE ALL, 5AMTARY SEPeR AT U`4'PeR FOOT M.E. OTHU"�c,F, Z iWLVOE' ALL, C,00F RCZAAREP CLEAJ*.VT-, IN 5CCXT OF KOPK. FWL,QN OPAVE" FIRE AND FITT4 05 SY KO AXV 1 ,Pl60T CAST MON LkSTM A14.1W .Owm NEOPRtNE 00�WRCW%ON 6A ET, M� �k i ii 11 A PROD L, 2004- 184 —M DRAM: LAD CHECKED: ARV CARD FILE„ DATE: 7/15/2005 OTY OF WHfAl MOLE PROXV NQ M-02-04 DEMONS: DOCLUENTS SHEET Tftf� PLUMBING LEGENO, NOTES X4 2004-184-.00 0 Lij z CC 0 f PLUMBING 0 7/15/2005 E5 0 ' CC co LL S F— Lu c < ui z uJ u j > > uJ >. F- uj 0 cm X4 - T - T - U i 0 i PROJ. NO, 2004-184-.00 DRAW LAD CK.CKED: ARV f PLUMBING . ... .... ... 7/15/2005 QT Y OF WHEAT RWE - T - T - U i 0 i PROJ. NO, 2004-184-.00 DRAW LAD CK.CKED: ARV CADO HLE PLUMBING DATE: 7/15/2005 QT Y OF WHEAT RWE PRO,CCT NO M-02-04 REV19ONS'. f7 " fjWfr#VWaft DMUMENTS SKEET WLE� PLUMBING FLOOR PLANS SHEET NU48ER Z u H � E LET F,,.xO . SHWW WILAM PACE 4EPTec N.L. t. MAY WIT APPEAR ON PRANDISS .. T TW E FTRE OKaMW SpOTCPOp MFLeX R@'CeMACLE C)* FM fM Ok SMAKIR HTi STR eRa*VW SP P PPTACLE R Ex RECXPTAUf t FsRaxTS TA-s Ex REkEASACsi E cKT. AGLE r F ACLE FLOM MXVW VATA OVIL d t t w !ffi* ncmwAwsimEpcwovnfT EXISROK LTv,. T �. TELE 4AtT1.ET' EA PACK Y L! s �'7 � � 240 3 3TTZV¢ *. v2 4 3 2 222 ! 1 12410 c =NO MfRM IE04NAL WARD OR a" M&T' A R cGT T TOP* - F6 4k:Etr1?2 Tt+k M C TZ 8 : :a7 3 T FIRE MAW PAWL L. t tl,25 t SP+' t4AT PATER 3.3 p�'mm 24t1" S TK a2,ss2e. T?2' *3 %9 OETWITOR W'ki 44A .'S OTWO45E WTEP FW9 ALAW WON 4 k.dSW E E%s"s TO h°E'T'KAiN. CF =TM OFTWOR rAT fMl HEATER ... 15 k:f't x# r AO AbOYt C+ PAUL T' 4 9+kzta+uMi 9ta" 3±TE A.. . L TAO. VOTE. WE C'i„#Mt5 rAi Wt 0EAPER, 3 3 3a � � A a 4 4 t" c c, 3 3`T;�'9 3 Pt7 f f k k3dF & &A2 TEf,?. 4 4« t WT NEA 93 04 240 3 3412 ' . m v v 3 q qw W WO t*,s • I 00 3 t, OPT . : ... 33 KhV 24p a 4 34t2AT20. V:' iStT LWO c Wo z ". EA.. E T PAN 23 . ._ ... 0 000 W Wo -- - -- W 2500 D r 2 St. E7 t4k.46T FAR �,.. PX& 1x14 f� 2?rR 0DO 4"2:" .«.._ -.. DO i i 3 3 24 _ __ .._ A AGO 1 1,00 ._ . .... t too f f . .,.. « «_ N N 3a r rs ! i i3R2 1 LCE�A+TkTP1+ 5T VOLrAW L. L' 240 7+ TR kE . E WRA&E VOLT L.3, 00 Ek5 RAINS, 22M 9. t•." R0.T0 #7.0 w T{NdO A ELECTR L EC5END � E LET F,,.xO . SHWW WILAM PACE 4EPTec N.L. t. MAY WIT APPEAR ON PRANDISS .. T TW E FTRE OKaMW SpOTCPOp MFLeX R@'CeMACLE C)* FM fM Ok SMAKIR HTi STR eRa*VW SP P PPTACLE R Ex RECXPTAUf t FsRaxTS TA-s Ex REkEASACsi E L F� AGLE r F ACLE Ace MaMW UeW F ECwT FLOM MXVW VATA OVIL d t t w ncmwAwsimEpcwovnfT EXISROK LTv,. C7 CATA aMt TM040WJOATA OMET TELE 4AtT1.ET' EA PACK Y L! pp CA KALL KaNMOWOOW WX $D S*TGN [ + eaxw prxoPEa TC.At (§) 9tAr M4-AOM& MV OR SWV S7"5" " T SHIC t I— PLOSMOLV 4 3 2 222 ! 1 12410 c =NO MfRM IE04NAL WARD OR a" M&T' A R cGT T TOP* - F6 4k:Etr1?2 Tt+k M C TZ 8 : :a7 3 T FIRE MAW PAWL L. t tl,25 t w WA F3TE ALAW REFit7TC NNIUK{t,AWR P. S TK STA FW FLOOR *3 %9 OETWITOR W'ki 44A .'S OTWO45E WTEP FW9 ALAW WON 4 k.dSW E E%s"s TO h°E'T'KAiN. CF =TM OFTWOR E5€ eASTgNP TO Be M.MATEO 4 :. fd 8AWO FALCT 'WEVOWr e,K EMSTWO TO pH 06TlA "CM AO AbOYt C+ PAUL T' 4 PARTIAL c.W,,WT #Pd K&Tt,*L.E Lt AT: w MARY SAW AS M . L TAO. VOTE. GTR. I I?L L LOW . .. T TW E E CPR VA , ,.._. . ...,,_. d t t w wo UPPER LAG. RUIEFS E EXISROK LTv,. "M" SPACE a awav IwAa 3 20 4 4 3 2 222 ! 1 12410 c coo Y RC L L. 5. 2 t P P 6 6 8 : :a7 3 T T I Id1C9 dN,uT .W L L. t tl,25 t A 0 0 # * * ? V VMC,AL t too A R2 Ta 2 20 i u uTb 1 1 Ab'tE..: R REC. M 'TM& @ @.w R 3 3 3a � � A a am" SPA", t t" c c, 3 3`T;�'9 3 Pt7 f f k k3dF & &A2 TEf,?. 4 4« t t.E§2 3353 � �3 m v v 3 q qw W WO t*,s • •.» S I 00 3 2500 3 3 3 30 2 22 LWO c Wo z zwo — 2 23 . ._ ... 0 000 W Wo -- - -- W Loo 2 2500 D __ — 2 AM � �40 W,6 L DO i i 3 3 24 _ __ .._ A AGO 1 1,00 ._ . .... t too f f . .,.. « «_ N N 3a r rs ! i i3R2 1 100 EE- t.EF^1 0 0 r r. 9 WO 9 3 3A 3PAl.E t tk-2 W #.i7Ct W Wo . 207 4 4M1 o Ew . ... # izo 4 4W 3 .. . .® 38 37 2 20 ! U U?o P VAW . ..• i 40 .. OUSSW *WAGE A ACE 4 a 2 20 4 42 {t d d € €r te a a t.C27 4NWAM CR+EN w ww AGG _.. . ..._ T . .�.._»�».w......._. a A: P 0 01 , 40 LOAP, 20,256 PSIS A VA v 4 454" H H Pt{ G 1'1 . A h sR N W A4 . . h T TearAL vA % A" OWO GEC, ZW p.aoaE x0 cm 1.0AV R :200A a 'd I al! *ExjSTW WNEASTE0 'LOA (40 f0b 712 5845 VA a) WN FIET)M. HALIDE 0OW 55'S VA '... (32) CICAI,4MENCE g VA ° TAGLES °. 0) MqcA rev mw 4560 VA TOTAL DxISTU LOAD 20 VA # 2 -30 ... At,s;7 mm kdE4: TO AND PLASIM &MONft . PROVIVE A 4" SWARE x 2-VW DEEP -MWK X K M 56. . +*:aaAP PLASTER R DATAITELE . iWzt TALLATl t N GA &AC } l u:,C.. " PAST PEAK VEMAW pep xrEL ,9*Y :. €"J..PS kW X t.225 PER - 220-35 - 30.5kw p 24OV.. 50 _ ",0 AWS WK LOAD ; P"A, A x %hVI VA REVISED LOAD g 4OJ4kVA 0 240V, 30 2 "d7 rY ui o .xt cr- cr— LU Uj Lju t 0 csj cm PROJ, No, 2004- 184_00 (DRA1+A• : KES CHECKM TV CADD FI& DATE: 7%15/2OD5 CITY OF VO4EAT RIDGE PROJECT NO', M -02 -04 REM"t S: i8 v" w IMOONMUCTION o SHEET TITM UMICAL mm kdE4: TO AND PLASIM &MONft . PROVIVE A 4" SWARE x 2-VW DEEP -MWK X K M 56. . +*:aaAP PLASTER R DATAITELE . iWzt TALLATl t N GA &AC } l u:,C.. " PAST PEAK VEMAW pep xrEL ,9*Y :. €"J..PS kW X t.225 PER - 220-35 - 30.5kw p 24OV.. 50 _ ",0 AWS WK LOAD ; P"A, A x %hVI VA REVISED LOAD g 4OJ4kVA 0 240V, 30 2 "d7 rY ui o .xt cr- cr— LU Uj Lju t 0 csj cm PROJ, No, 2004- 184_00 (DRA1+A• : KES CHECKM TV CADD FI& DATE: 7%15/2OD5 CITY OF VO4EAT RIDGE PROJECT NO', M -02 -04 REM"t S: i8 v" w IMOONMUCTION o SHEET TITM UMICAL rY ui o .xt cr- cr— LU Uj Lju t 0 csj cm PROJ, No, 2004- 184_00 (DRA1+A• : KES CHECKM TV CADD FI& DATE: 7%15/2OD5 CITY OF VO4EAT RIDGE PROJECT NO', M -02 -04 REM"t S: i8 v" w IMOONMUCTION o SHEET TITM UMICAL PROJ, No, 2004- 184_00 (DRA1+A• : KES CHECKM TV CADD FI& DATE: 7%15/2OD5 CITY OF VO4EAT RIDGE PROJECT NO', M -02 -04 REM"t S: i8 v" w IMOONMUCTION o SHEET TITM UMICAL i8 v" w IMOONMUCTION o SHEET TITM UMICAL kt Dmva phom t,t P^ tYS Y M- 4'4 V u5 Q Ltt 4t! w! d 4� i!7 W' A �i 1115 ai lA1 Z j _ 4 .rte. �..- e- �. 4........,.,. �:. �., �.. ...�....« .............a....,,.. ., �.wn 4 ...... ....... �w.ru.. arWr «vmw, �.�.. .rw.. ae... «w. .�. E":�'IST o c T PROJJ NO. 2004-184-00 S Eye .. T& .L A$ FMMIRE&> PfR Wt, AW AS W FX6TINO K ORA : KES E . Y viz FAC UTATE TY La4 OF C . "T . ALL PONT 0 CFCKEC: TO n L )Mi "ALL BE d W-314 AA7 OTWR i ,,. • e.� t A AR CAM DAM 7/15/2005 L CT 1 AL SITE PLAN OTY OF AT R1 tFY FNA 6TH R &Y2OR f7 tN FL'. PRO CT Na M- 02_04 RE 510NS, F L d 02 ARC HIEECTURE P1 £3J' (.C�",.,AYF{7' THAI SCLE T kC VV FF LL LU G _ VE AA94t4 RATY 6 Y. c DETAIL NOTES � �i 1115 ai lA1 Z j _ 4 .rte. �..- e- �. 4........,.,. �:. �., �.. ...�....« .............a....,,.. ., �.wn 4 ...... ....... �w.ru.. arWr «vmw, �.�.. .rw.. ae... «w. .�. E":�'IST o c T PROJJ NO. 2004-184-00 W FX6TINO K ORA : KES PONT CFCKEC: TO DAM 7/15/2005 L CT 1 AL SITE PLAN OTY OF AT R1 , r . _ ., PRO CT Na M- 02_04 RE 510NS, d 02 ARC HIEECTURE SHEET NUMBM 1 � r w KES CHECK C3: a CADD FILE: i 7/15/2005 u � 1 cR . T "$TiN < PORT MmR PRW, too 2004-184-00 w KES CHECK C3: a CADD FILE: i 7/15/2005 CITY OF WEAT RIDGE cr c LL, EL951{1NS 0 LLJ UJ LLJ +fit I PRW, too 2004-184-00 DRAM: KES CHECK C3: TO CADD FILE: DATE: 7/15/2005 CITY OF WEAT RIDGE PRO, C1 NO: M_02 -04 EL951{1NS k X I. • W CUMENTS SHEET TITLE: ELEMIM SITE PUN SHEET NUMWR I A ENERAL NOTES T N-L CR,.Mr, MAIMS ft TO PAWL "XI, A 4 I mo m 9 124� E PROJ, NO, 2004-184-00 DRAWN: KES CHECKED-. XT CADD FILE: DATE: 7/15/2005 CITY Of WHEAT ROGE 2 M-02-04 frs 3 z l4 SECOND FLOOR POWER PLAN 2 SCALE, ENERAL NOTES T N-L CR,.Mr, MAIMS ft TO PAWL "XI, A 4 I mo m 9 124� E PROJ, NO, 2004-184-00 DRAWN: KES CHECKED-. XT CADD FILE: DATE: 7/15/2005 CITY Of WHEAT ROGE PROJECT NO: M-02-04 REMSIONS. MEN= A m DETAII- NOTE$ ROUTE EXTMOR L*HTIW� (39 WT IAA PHOTO(,ELL OW PHOICELL OF F� )Kr fA+0TrfLL ON NORTH "T "Me OF � OR qq4jtAp, Co�-,f�VNATE EXACT LOCAT" R MLL71NO, PP.OVJDE TORK MOVEL OKWER5 RE. RENNTATNIE FMOR TO ROOGH-K 2 PRO✓�OE SEPARATE PRIC,Sk6 AS NO ALTERNATE lb FOR THE FXTSRiOR i44LL 9ACK L16IM10 FIMIRES, BRAW, CIP.CWTIM6, AW C44"ZOL A6 90'N- MEE NTT NO I0IZR ME ALT ATE *0 REFER TO SSWRAL WASTE 5, A m 3 Fa TM 16 - T ........ 111,1111-11 1 — I'll, . &1 0 m 0 I Der 0 L—Wo r� 3 PR ���� nn DR T,<r F5 REWTE Et�*R*Ewy FSRE% DA AA "P.0 F3 V TO E KAY R 54 AT wTtom or F4 5TAR�*LL 2 AS ri E L 1 2005 k Im, 4 A m 3 Fa TM 16 - T ........ 111,1111-11 1 — I'll, . &1 0 m 0 I Der 0 L—Wo r� 3 PR ���� TW9 WAD � DR REWTE Et�*R*Ewy FSRE% DA R s E L 1 2005 FEE SUMMARY ESTIMATED PROJECT VALUATION: 13,999.00 FEES No Fees .00 Total Valuation .00 ** TOTAL ** .00 KC: Approved per plans aid red-line notes on plans. Must comply with 2006 IBC and all applicable City of Wheat Ridge Municipal Codes. Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all acounpanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am auti to obtain this permit and perform the work described and approved in conjunction with this permit, I further attest that I am legally authorized to ilxlude all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this 59Fumgnt an or ac mpanyir approved plans and specifications, of OWNER or CO?rrRACTOR (Circle one) 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures, 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building official and may be subject to a fee equal to one half of the original permit fee, 3. If this permit expires, a new permit may be required to be obtained, Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit, Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed, 4, No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval, 5, The permit bolder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal, work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction, Approval of work is Subject to field inspection, offical Date p, s * s; ..i` "�qgc ,,, Ir Building & Inspection S 7500 W. 29 Ave., Whe 1• • Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line 303-234-5933 Plan —U, I 'll Pe rmit Contractors City Liven tj ##: c' '. ���� � � Pmts . . . m. Mec City L icense F sc� ntra t Val a �� � w, Ank 0 .r r CITY OF WHEAT RIDGE 1 { / Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office, - (303) 237 -8929 Fax INSPECTION , NOTICE Inspection Type Job Address 1 1-f5 fl-. Av< -, Permit Number 11 J� , ❑ No one available for inspection: TimeA fPM E Re- Inspection required: Yes 00 t t when corrections have been made, call fo,�}`�-ins��ct °rd J03.234 -5933 Date: q� - !,� Inspector: � d a DO NOT REMOVE THIS NOTICE V " V, 41 City of Wheat Ridge 1 /9r Commercial Mechanics PERMIT - 110825 PERMIT NO: 110825 ISSUED: 07/18/2011 JOB ADDRESS: 11220 45TH AV EXPIRES: 07/17/2012 DESCRIPTION: Install ductless mini split A /C's. * ** CONTACTS * ** owner 303/235 -5900 City of Wheat Ridge Police Department sub 303/280 -9177 Glenn Hibl 02 -1091 Precise Mechanical Services ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: UA BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 8,525.97 FEES No Fees .00 Total Valuation .00 ** TOTAL ** .00 Conditions: Subject to field inspections. I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications, applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this dytument and /or its' accompanying approved plans and specifications. 12*fi fyfe o`£ OWNER or CONTRACTOR (Circle one) /Date/ 1. This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180 days made be granted at the discretion of the Chief Building official and may be subject to a fee equal to one- half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees and procedures for approval of any new permit. Re- issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. 4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval. 5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field ins ction. Signs to ief Building Offical Date INS CTI NREQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. I City of Wheat IjdLye Date: COMMUNITY DEVELOPMENT Plan # Building & Inspection Services Division Permit # 1 7500 W. 29 Ave., Wheat Ridge, CO 80033 Office: 303 - 235 -2855 * Fax: 303 -237 -8929 Inspection Line: 303 - 234.5933 t Building Permit Application Proerty Add press; [t O W, 35� ! - U6 Property Owner (please print): OP LJ}t(-Jyrrztl�AE Pd tee Phone: Mailing Address: (if different than property address) Address: City, State, Zip: Aih &40: L Contractors City License #: Phone: 3o3 PTo - `)127 50b,Pontr - Electrical: Plumbing: Mechanical: City License # City License # City License # bescrlptlon "of works T1�SS Plwi S�ttT �)� S Contract Value: $ SSr35 . 9 7 Review Fee (due at time of submittal): Squares BTU's Gallons Amps Sol Ft. $ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any entity included on this application to list that entity on this application. CIRCLEONE: (OWNER) (CONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) ONTRACTOR PRINTNAME: G ��4!Tv4Y 14� SIGNATURE: DATE: �r� D'EPARTAIIENTsDSE ONLY r ? �, � , r . a a, + ✓Aaa a tJ »� ��f ��*�,. vi iJ ra 3� f. .,ra ,- � rT' x' as P�....r^s"ir rS � ra / ✓ /✓� -,%zL i ZONING COMMENTS z z / /z7 yT .:� � � is 1� ha F,A•'�`�*s� ✓'` r a t x s ; .r � wr a. r' 4.� / f N/,?� a t i ✓ 1 r yv '. ; ,� ° u ✓;. `t >7 / s7a . � �, r £ ZOnin� r sa :s ba vv T > ✓ljry ^'. ,L i'x �/� zt `�� ✓r s z h ✓:'"`l a . n` � J k x ?���f rsh �' �* v BUILDING T7EPARTMENT COM�ENTS ' Y `^' ' � � y M / r C 5 � � / Jjfi 9 s /'� � zrh� Tr �c � � ���✓ � rz �r� � t �; � v l r =v � �f' �3Ptl F s /Y ,fa✓ ✓!rte 't � y s } . a b'%h M,?�tr;�<lt zi`r'` {; �� r /:, /� : Y ��P'iv k� /f � ✓y}� . /� yr�G✓r v� ��'� s r te � r, `r �{ r a f �r 1 i` r ✓r r / ,�a rr .;f r r % / r' ' -�wal' pr's ✓ �v JlA , r 1� v � y, C / ✓ /rlix r4 v� /✓ r '. z��✓ s yam � �z f ir•`✓✓ s ✓ /i hSF^f ✓ /l f✓v, f2�1r }GN �: lJ � . �,. ✓,} r�.ra a. / ij'a %' z�" IC f .J/ S.? / a`>r v,3 �ih � v„ru�w� �v.'�a;✓JJ� f. - ✓�`�' ri",F- ()t'iCiUPAN � ��1,. s ;. PIIBLIGWORKS GDMMENTS r -°' *' s / ' �3 �� s- so p } ✓ � rc z ', r R�YICWer � v � � /P� -� �/ v :: � � » z t� �" / ✓ - 2 F xvi r r✓ 3 1'. ✓ z f T pl r+.,� .i'�t/ x > ✓ / � �` da ` ✓,,.,. /l ✓'a /�r��/.'�./ l �^,ni sa � .a j .. s er J ,L s Mz>. - 'FIkE oEPgRTMENT ❑'approved w / / comme�nts'p dlsapprovesi � ijo"'re`uleyv regmred Bldg Valuatton $ INSPECTION RECORD Occupancy /Type 4 <' �r- INSPECTION LINE: (303) 234 -5933 f ' Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB w` .INSPECTOR COMMENTS: FOUNDATION INSPECTIONS DATE - INITIALS I I — " — - s; , Footings /Caissons - T' Stemwall / (CEG) Encased Ground Reinforcing or Monolithic - t Weatherproof / French Drain ge Sewer Service Lines %.,. Water Service Lines POUR No CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR Electrical (Underground) Plumbing. (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL A BOVE HAS BEEN SIGNED " i ROUGHS Sheathing: Lath / Wall tie - !. Mid -Roof f Electrical Service -- Rough Electric Rough Plumbing Gas Piping Rough Mechanical - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING a Framing ' Insulation Drywall Screw �< rINALS _ Electrical Plumbing Mechanical - Roof .:Building Final -� Fire: Department R.O.W & Drainage .INSPECTIONS FOR PLANNING $ ZONING, FIRE AND PU13LICE WORKS I Parking & Landscaping.:; .:SHOULD BE CALLED AT LEAST ONE WEEK PRIOR: TO FINAL INSPECTIONS. ALL ITEMS. MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A ERTIFICATE r NoTE: OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION.. OF CERTIFICATE OF OCCUPAN NOR PERMISSION. FOR OCCUPANCY. vv �.urrirv�, r �YV I r-tKm1 I I tU UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER r - •w. — .i ^�mrr -. tZ.v vr rarv��� .v�� ���r vvv v r..�v - . .vw vv�..� INSPECTION RECORD Occupancy /Tt INSPECTION LINE: (303) 234.5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. L INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIAI S COMMENTS: Footings /Caissons Stemwall / (CEG) Concrete Encased Ground Reinfor or Monolithic Weatherpr / French Drain Sewer Service Lines 1 I Water Service Lines 7 Roucrs Sheathing CONCRETE SLAB FLOOR �G- _ Electrical ( Uhderground) _ y „. Pa - Plumbing (Underground) Heating (Underamundl 7 Roucrs Sheathing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED. DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ABOVE INSPECTIONS TO BE SIGNED PRIOR TOP EEDING - framing Insulation ,Drywall SCrew _ IALS ctrlcal tubing ;hanical If ding Final - - Department W &Drainage INSPECTIONS FOR PLANNING ZONING, FIRE AND PUBLICS WORKS Ing c, Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. OTC. /ILL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC. WORKS BEFORE A RTIFICATE OF OCCUPANCY 1S ISSUED. FINAL INSPECTION BY THE RI II nlAlc /inn cinnir�ncc .c,Ut'ANCY NOT PERMITTED UNTIL CERTIF PROTECT THIS CARD FROM Lath/ Wall tie Mid OT y „. Pa ElectriEElectric vice . Rough -Rough ng ..:Gas Pi Rough ical POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED. DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ABOVE INSPECTIONS TO BE SIGNED PRIOR TOP EEDING - framing Insulation ,Drywall SCrew _ IALS ctrlcal tubing ;hanical If ding Final - - Department W &Drainage INSPECTIONS FOR PLANNING ZONING, FIRE AND PUBLICS WORKS Ing c, Landscaping SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. OTC. /ILL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC. WORKS BEFORE A RTIFICATE OF OCCUPANCY 1S ISSUED. FINAL INSPECTION BY THE RI II nlAlc /inn cinnir�ncc .c,Ut'ANCY NOT PERMITTED UNTIL CERTIF PROTECT THIS CARD FROM F, k` ■■�v ■, ■.�V ■ ■V ■� nGilllVnV OccupancylTVpe 'INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS .JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons >Gas Piping Rough.Mechanical - Stemwall / (CEG) Concrete Encased Ground Framing Building Final Reinforcing or Monolithic Fire Departmeffl4 Insulation Weatherproof /French Drain NS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS E CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. '. Parking & Lan Sewer Service Lines '. .. PERMITTED UNTIL Water Service Lines rwrt rvv a.vrvcrct It UN uL AGUVI, HAS UttN JIGNED 'CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED F� I's s' ROUGHS 'Sheathing Lath / Wall tie Mid Roof Electrical Service Rough Electric Rough Plumbing >Gas Piping Rough.Mechanical - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Building Final Fire Departmeffl4 Insulation W & Drain NS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS E CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. '. Parking & Lan Drywall Screw .. PERMITTED UNTIL CERTIFIrATF OF Orr11PANCN IS ISCI1Fn FINALS Electrical Plumbing 'Mechanical Roof Building Final Fire Departmeffl4 W & Drain NS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS E CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. '. Parking & Lan { ` * NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE Al '",TIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION ;. o OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR I OCCU PAN CY. 'CUPANCy NOT PERMITTED UNTIL CERTIFIrATF OF Orr11PANCN IS ISCI1Fn PROTECT THIS CARD FROM THE WEATHER INSPECTION RECORD OOCUP3DCV/TVDe 'Z INSPECTION LINE: (303) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS COMMENTS: Footings /Caiss ons :CONCRETE SL; \B FLOOR Stemwall / (CEG) Concrete Encased Ground u WINITIALS Reinforcing or Monolithic Weatherproof / French Drain !Sewer Service Lines %? Water Service Lines INSPECTIONS' FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Ilk I Electrical POUR NO.CONCRETE UNTILz BOVE - HAS. BEEN SIGNED :CONCRETE SL; \B FLOOR al W u Electrical (Underground) inal Plumbing (Underground) rainage INSPECTIONS' FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Heating (Underground) __ff "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A [' CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DNISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. O C C U PA N CY'N nT PFR MITTFn I IAI T11 (~C DTI CI I-ATC !1G n t- f I.. I El A I. I I+V IQ IOI+IIr11 DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED ROUGHS :Sheathing ;. Lath / Wall tie Mid Roof Electr Service 2cl i ^. Rough Electric Rough Plumbing Gas Piping Rough Mechanical ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation Drywall Screw Ilk I PROTECT THIS CARD FROM THE WEATHER Electrical al W t- inal rtment rainage INSPECTIONS' FOR PLANNING & ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping !j "NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC WORKS BEFORE A [' CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DNISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICATE OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY. O C C U PA N CY'N nT PFR MITTFn I IAI T11 (~C DTI CI I-ATC !1G n t- f I.. I El A I. I I+V IQ IOI+IIr11 PROTECT THIS CARD FROM THE WEATHER INSPECTION 'RECORD ODDUpanDV /Type '- 5 ' - INSPECTION LINE: ( 03) 234 -5933 Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. POUR NO CONCRETE UNTIL:ABOVE HAS BEEN SIGNED - CONCRETE SLAB FLOOR ` a Electrical (Underground) FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS Plumbing Plumbing (underground) Mechanical - 1 - Heating (Underground) ^i uilding Fin '.,. Department I. DO NOT POUR FLOOR UNTIL A BOVE HAS BEEN SIGNED ROUGHS Sheathing Lath / W all tie - Mid -Roof Electrical Service Rough Electric T`- Rough Plumbing Gas Piping RoughMechanical - - ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation - Drywall Screw FINALS - FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS Plumbing Mechanical - r `, .Roof llve?k ^i uilding Fin '.,. Department I. VII &Drainage :INSPECTIONS FOR PLANNING & ZONING, FIRE AND. PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE. WEEK PRIOR TO FINAL INSPECTIONS. lS..Landscaping :;. ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, BUILDING AND PUBLIC. WORKS BEFORE A: 4TE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION - " OF A CERTIFICATE OF OCCUPA NOR PERMISSION FOR OCCUPANCY. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS Footings /Caissons Stemwall /(CEG)Concrete Encased Ground Reinforcing - or Monolithic Weatherproof / French Drain Sewer Service Lines WaterService Lines ">A.NCY'NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER ^ INSP RECORD` Occupancv /TVpe ' LINE: (303) 234 -5933 CONCRETE SLAB FLOOR Electrical (Underground) Plumbing (Underground) Heating (Underground) S IJN U].i u Jypltlaa�]IC[c FINALS Electrical DATE INSPECTOR INITIALS Plumbing Footings /Caissons Mechanical Rough Electric Stemwall / (CEG) Concrete Encased Ground Roof ,9 q ID � = PLANNINr Building Final Rough Mechanical Weatherproof / French Drain R.O.W & Drainage- - INSPECTIONS FOR S ZONING, FIRE AND. PUSLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Packing Fu Landscaping - " NOTE: ALL ITEMS MUST BE. COMPLETED AND APPROVED BY P, LANNING AND ZONING, BUILDING. AND PUBLIC WORKS BEFORE A CERTIFICATE_ OF O_ CCUPANCY, IS ISSUED: - FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION ` - OF A- CERTIFICATE OF OCCUPANCY NOR PFRMI.SRIniv FnR ncnupaNnv Inspections will not be made unless this card is posted on the building site Call by 3:00 PM to receive inspection the following business day. INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB FOUNDATION INSPECTIONS DATE INSPECTOR INITIALS COMMENTS: Footings /Caissons Electrical Service Rough Electric Stemwall / (CEG) Concrete Encased Ground Rough Plumbing Gas Piping Reinforcing or Monolithic Rough Mechanical Weatherproof / French Drain Sewer Service Lines - Water Service Lines YOUR NO UONCRETE UNTIL ABOVE HAS BEEN SIGNED Do NOT POUR FLOOR UNTIL ABOV HAS BEEN SIGNED :.ROUGHS _- sneatning Lath/ Wall tie - Mid -Roof o 2 EJ Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER 4 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: IVIVRwF Job Address: Ii�ao �v y5rr, 9LyG• a3 Permit Number: 09 ❑ No one available for inspection: Time AM- Re- Inspection required: Yes NO When corrections have been made, call for re- inspection at 303 - 2345933 Date: Inspecto � s DO NOT REMOVE THIS NOTICE Sr ♦ i CJTY OF WHEAT.RIDGE f Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: u Job Address: / /L� `' �/�� ✓./ Permit Number: C�Q� ❑ No one available for inspection: Time , ,� AWLM_,� Re- Inspection required: Yes No & When corrections have been made, call for re-inspection at 303 - 234 -5933 Date: Inspector: ` /a" � � � ector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 1!r) f . _ Job Address: ✓r f< e Permit Number: r. ❑ No one available for inspection: Time / '.) AM Re- Inspection required: ess No When corrections have been made, cafi for re- inspection at 303 - 234 - 5933 - r ...Date: i�9 Inspector: DO NOT REMOVE THIS NOTICE ♦ 41 CITY OF WHEAT RIDGE � Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: mil- Job Address: 141Z0 0;7W -*.5 Permit Number: �gs�Sa�r 14 No one available for inspection: Time !%Je? AM PM Re Inspection required: Yes No When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: Inspector: F DO NOT REMOVE THIS NOTICE k. ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: 2r) Job Address: // 6_) Permit Number: QQ45SDj �d g� i ❑ No one available for inspection: Time M PM Re- Inspection required: Yes When corrections have been made, call for re- inspection at 303 - 234 -5933 Date: 1,9 i5 Inspector: �2 j„s DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building inspection Division (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE F? Inspection Type: k� Job Address: M9 ;�O ZU, 0� -Ave. ` 2 Permit Number: U // v �r✓lo �'� yr �v✓,p r� �7�U1�CQOZ� OPraveGl ?� / 5 %?cri er ? /X� ❑ No one available for inspection: Time Re- Inspection required: Yes No j When corrections have been made, call for re- inspection at 303- 234 -5933 � Date: foc 5 f �` Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division r (303) 234 -5933 Inspection line (303) 235 -2855 Office • (303) 237 -8929 Fax INSPECTION NOTICE Inspection Type: �� Job Address: { {� l _�, t/ Permit Number: �{ 2 5 L [ ❑ No one available for inspection: Time 1,2, 6 AM /OM E Re- Inspection required: Yes No When corrections have been made, call for r e-Inspection at 303-234-5933 Date: Inspector: DO NOT REMOVE THIS NOTICE CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: //-2:2o Aa Permit Number: 0 c? V_5 Ll No one available for inspection: Time _ZI_A AIPM Re-Inspection required: Yes /K * When oorrections have been made, cafl for re-inspection at 303-234-5933 Date: 7 inspector: DO NOT REMOVE THIS NOTICE INSPECTION NOTICE Inspection Type: 41,v�G k!doP Job Address: t /220 4 1 Permit Number: e997VSa6 ❑ No one available for inspection: Time !f<�* Re- Inspection required: Yes �'No When corrections have been made, call for re- inspection at 303 -234 -5933 bate: f27 is Inspector: �- DO NOT REMOVE THIS NOTICE INSPECTOR MUST SIGN LL SPACES :ERTAINING TO THIS JOB FOUNDAT ECTIONS Footings /C Stemwall7 oncrete Encased G 'Reinforcinolithic M P Weatherprch Drain Sewer Sers - - �, ._ . _. _.. . Water Sery INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. "POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED CONCRETE SLAB FLOOR - Electrical '(Underground) Plumbing (Underground) Heating (Underground). - .... . ..vnrw�rt �ry nl HGUVtr IIAJ tlEEN JIGNEO ROUGHS ! ..Sheathing :.Lath / Wall tie ;Mid Roof '.. Electrical Service Rough Electric Rough Plumbing Gas Piping Rough Mechanical -ABOVE INSPECTIONS TO BE SIGNED PRIOR TO PROCEEDING Framing Insulation .Drywall Screw FINALS Electrical Plumbing, Mechanical Roof .2/ / jam. Building Final FinaDepartment _ -- - - �, ._ . _. _.. . R.O.W & Drainage INSPECTIONS FOR PLANNING S, ZONING, FIRE AND PUBLICE WORKS SHOULD BE CALLED AT LEAST ONE WEEK PRIOR TO FINAL INSPECTIONS. Parking & Landscaping "`NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND :ZONING, .BUILDING AND PUBLIC WORKS BEFORE A - CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONSTITUTE AUTHORIZATION OF A CERTIFICA OF OCCUPANCY NOR PERMISSION FOR OCCUPANCY .UPANUY IMU I rERMIT 7 UNTIL GERTIFICATE OF OCCUPANCY IS ISS'L x PR` CARD FROM THE WEATHER i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /?v,~T' Job Address: 114rw ,,/sic eZrz! 7 Permit Number: CSc?VS11 /rr r/ e .47- . 4 ~sp1f~v~ S.r't~srt//b~`.2=S fize ry? r L+fsy/.~ .9-Ti'.oSrG"-,~ ~sQ.~t~•5~3G"!J .Sffl'.~'3'- ,~is9'E?UF,Q/ No one available for inspection: Time <&?PM Re-Inspection required: es No When corrections have been made, call for re-inspection at 303-234-5933 Date: v Inspector: DO NOT REMOVE THIS NOTICE r, a ♦ 4' CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line f (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: /122 G 5? %S f¢~~~~ 3~1/ Permit Number: a7ZI566- J t, r g No one available for inspection: Time 2,.'.301 (A -013M Re-Inspection required: Yes Np 'When corrections have been made, call for re-Inspection at 303-234-5933 K Date: Z2 -/d Inspector: 9V F- DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 151,rirf-L RzyF Job Address: 11,~a `fSr if i3LtaG. i Permit Number: r92!4S~5- V 7-. sn/J~ 2~ S7'f:r~- ~1.d~}r!,~~/G r~cL1 . ,~rrr'd , ,~7~is..s/✓~ :~.,y sv1 r_ s 3 kae~s3 ~r~n77r~ e%A9 2o,0 a/f~1r•L, Trod ❑ No one available for inspection: Time ?:JD AM PM Re-Inspection required XC_ eS No When corrections have been made, call for re-inspection at 303-234-5933 Date: 4Z2e)I.o Inspector DO NOT REMOVE THIS NOTICE .=~!""i» +F..fi.F,~ ...a^~Y ate. e-fix ~ r~-K~..'rasc•~=~ .a.~.<.a +'~a s,:. i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office - (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 0") Job Address: //~2, C-~), O w, L/SPi ffJ~• 161 ! Permit Number: 40 `"1 S_o C / JBP t'%i•'9/Ai C Fi&VQ n _ ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No *When corrections have been made, call for re-inspection at 303-234-5933 Date: l Inspector: 3t~~io f l ADO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: r1,vwL Re~Pj" Job Address: 11a;20 Permit Number: 07Y5z*y !e°~ ~i7r1~~~/eS ~(.Z .SrzJ..a-r.1 9.y' r'=1'•~". k C I i ❑ No one available for inspection: Time leP /3o C{CMLI?M r. Re-Inspection required: ne') No *When corrections have been made, call for re-inspection, at 303-234-5933 Date: //7//0 Inspector:; tee, DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: /fry ROD(- Job Address: 11?20 Xles> -9.04-Ave. Permit Number: O? V,5o5" ,j aved, li 14' g ❑ No one available for inspection: Time -,0:_3~5 AM/PM Re-Inspection required: , Yes o? When corrections have been made, call for re-inspection at 303-234-5933 Date: 12 2222- q inspector: DO NOT REMOVE THIS NOTICE I FEE SUMMARY ESTIMATED PROJECT VALUATION: 75,966.90 FEES No Fees .00 Total Valuation .00 TOTAL .00 Conditions: I WHEAJ ~oF R, City of Wheat Ridge Building Division Date: 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 . Fax: 303-237-8929 Plan Inspection Line: 303-234-5933 Permit al/ I 0~Ujv17~ - (ORPD rte75- Building Permit Application Property-Address; i Z Z O Uj, `(50A Ae, ~ PropertyOwner(pleaseprint): Phone: 303-a35- Z90 Mailing Address: (if different than property address) Address: 75bo cu, z~-~ (j,.^ City, State, Zip: wt~. t o/c+ cC~J ~yo33 Contractor: :T4,e , Qgy h ~e c~ 5 ~ ~7 5 L L C Contractor License Phone: 303-gala-`3575 Sub,Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: - ppraval:.„ Approval se of space (description): ~ t WottCk - Constr o#~on Value: $ -75,ctf.,(a qD Description of work: (as calculated vej~ the Building Valuation Data sheet) SZes~.ou~ Plan Review (due at ntr of submittal): $ 3©x{T' 54.3 r~~ty - Sq. Ft./L. Ft added: Squares-Z2-5 BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or 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.pe[mit. Plans subject to field inspection. CIRLCE ONE.: (OWNER)' (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (C~OTRATOR) PRINT NAME: _aPJS' ^,,M.j S 5'4.n~.•~ SIGNATURE: Date: iZ ZI ~OQ DEPAtRTNfE~IT USE ONLY G ' ZONIN.G'OMMENTS.- - Zonmg: - ~i Reviewer. - - PUBUGN/ORKS OOMMENTS. 'Reviey✓er Y ` BUILDiN6 DEPAR'rMENT'COMMEN7~ y - ' K T ~ y ~ , _ (~C.~UP/.( ~IC1( k- Revlexler ~ I ~ , f[teDePq[z7MENT t3 approved ki/s~mmeriES dlspprpypd p review reg5geki Bldg Valuation $ 4501 Parfet, wheat ridge, co - Google Maps Page 1 of 1 ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office (303) 237-8929 Faxes INSPECTION NOTICE Inspection Type: olio 40 a r Job Address: //220 122s i /f5 Ave- Permit Number: !)9<f.50 Ida J.4- g ~1~✓I_ J/1C'~~ 11 v No one available for inspection: Time o''t AI Pl Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: ~2 2 -o g Inspector: RV DO NOT REMOVE THIS NOTICE ZMIT NO: 094506 3 ADDRESS:' 11220 W. 45th Ave Bldg #2 3CRIPTION:`. Reroof 225 sgs,Reference pex ***f. CONTACTS iar 40 Z:/97F_9a1.1 'Elf b'UMhIHKY ESTIMAT FE Fees al Valuation ' 3. TOTAL * * 3. itions:.: it installation & mid-roof inspection remi -;ISSUED:' 12/21/ EXPIRES: 0.6/19/ #094506 U YKVU li 1.1 'YHLUHIIVN: /5 /:7.t S 0 0 0 i inspection:. the setback distances proposed by this permit application` are accurate, and do regulations of the City of :Wheat Ridge or covenants, easements or restrictions' F""E^Tq City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 Date: o m Office: 303-235-2855 * Fax: 303-237-8929 Plan 00<ORPOO inspection Line: 303-234-5933 Permit ~~~~(e Property Address: 117-ZC cu. `t✓5{}\ Property Owner (please print): a t' f I cC- Phone: 3cj-335- 7-H Mailing Address: (if different than property address) Address: 7500 -7QL~ city, state, zip: uJt~ _ C p~ 5~oc•33 Contractor: Building Permit Application Contractor License Phone: 303-` -ab-X3575 Sub' Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date- Exp. Date: Exp. Date: • 40 se of space (description): _ z woc-V'D - Construction Value: $ 75A(,(, Description Of-WUrk3 r~ tt (as calculated Der tha Building Valuation Data sheet) tl L~. G`~ouZ ~ l~~ l Plan Review (due at tirpe of submittal): $ Sq. Ft./L.Ftadded: Squares ZZ~ BTU's Gallons Amps f CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, egulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and s made are accurate; that I have read and agree to abide by all conditions printed on this application and that 1 assume full bility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work s permit. Plans subject to field inspection. ONE: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CORATOR) AME: 3C ffr S SIGNATURE: y-~ 1i Date: I L ZI 1 oq - t CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f2o6 -f Job Address: f P o Lcf Permit Number: T? 9 41 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: K) Inspector: ~t ~r ✓ai 'ADO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234,5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f iryrrL A00/c- Job Address: 11.224D u> - Ye r-01 Permit Number: _ Ogy5.) 7 AFA- ~_4 >Gf dl✓a~~ Ta r~F T'✓~s s2~c~ %zwrJ ❑ No one available for inspection: Time iQPM E Re-Inspection required: Yes ' No When corrections have been made, call for re-inspection at 303-234-5933 E Date: Inspector DO NOT REMOVE THIS NOTICE s " 1 City of Wheat Ridge Commercial Roofing PERMIT - 094507 PERMIT NO: 094507 ISSUED:: 12/21/2009 JOB 'ADDRESS:, 11220-W. 45th `Ave Bldg #3 I EXPIRES: 06/19/2010 DESCRIPTION:: Reroof total .225 sqs Reference Bldg #3 ***.CONTACTS owner 303/235 -2811 City of Wheat Ridge sub 303/426 -8575 Jeremy Shull 02-2254 Independent Roofing Specialist ZONE CODE: UA USE:-UA iUBDIVISION:' UA BLOCK/LOT#: 0/ t* FEE SUMMARY ESTIMATED PROJECT VALUATION: 75,966.9C FEES No Fees .00 Total Valuation .00 `TOTAL .00 :ondtions: nail installation& mid roof inspection required'. Board sheathing spaced more .han;a 1/2 of an inch apart requires plywood overlay on entire roof. Ice and ratershield required from:eave edge to 2'inside 'exterior walls. **Contractor/Property owner shall provideladder(:s) secured in place for'. npsections.i subject to field inspection. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record;1 measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions pr: application and. that I assume full responsibility for compliance with the Wheat Ridge Building Code >(I.B.C) and applicable Wheat `RidBe Ordinances, or work under this permit. Plans subject to field inspection. 1 _ )ai ~w Signature of contractor/owner l -:date This permit was issued in accordance with the. provisions set forth in your application and is subject to the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other app: ordinances of the City. This permit shall expire 180 days from the issue date. Requests for an extension must be received prior to e: date. An extension may be granted at the discretion of the Building Official. If this permit expires, 'a new permit may be acquired for a fee of'one-half the amount normally required, proi changes have been or will be made in the original plans and specifications and any suspension or abandonments exceeded one (1) year. If changes have been or if suspension or abandonmentexceeds one (1) year, full fees. be paid for anew permit.. No work of any manner shall be done that will change the natural flow of water causing a drainage :problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and sha] written approval on inspection card before proceeding with successive phases of the job. Theissuance of a permit or the approval of drawings and specifications shall not be construed to be a permit an ;approval of, any violation of the provisions of the building codes or any :other ordinance, law,; rule or ri All planevb~ is subject to field inspections. ignatu of uefBurlding Official date NSP CT ION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY;f3PM ANY': BUSINESS DAY FOR INSPECTION : THE,( FOLLOWING'. BUSINESS DAY.:::. oF""E'TR City of Wheat Ridge Building Division ~ Date: 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan o Inspection Line: 303-234-5933 °<oRno Permit Building Permit Application Property Address' I Z Z C) GU, 451-i / Nye b 1rici - a J Property Owner (please print): c ~rj n-F Phone: 303-a35- 7.811 Mailing Address: (if different than property address) Address: 7500 W `ci~ l-~ Jkte City, State, Zip: Ujlc fjt 4" Cpl UC J 3 Contractor: -i1CXP JLn1¢~a~ f~ A0 5 L L C Contractor License Phone: 3 03 - il'a b •-'3775 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: - --Approval,Approval: ,-Clse of space (description): weS'V-'q - Construction Value: $ 75;11(.,(o • ~t`' Description Of Work: (as calculated 4? r the Building Valuation Data sheet) Plan Review (di of submittal): $ Sq. Ft./L. Ft added: SquaresZZ-~ BTU's Gallons Amps OWNER/CO1 14 ACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under .this _Perm it: Plans subject [o field inspection. CIRLCE ONE:: (OWNER) (CONTRACTO``Rnn) or PERSONAL REPRESENTATIVE of (OWNER) (CO TRATOR) PRINT NAME: J~(fYW~t ..S ..h\ SIGNATURE: ti Date: ILZt1U~(- i ♦ i CITY OF WHEAT RIDGE r Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: LO ~~vN U/c~ l Permit Number: C ~~I C?`~ i ❑ No one available for inspection: Time AMI M Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: / P~ 1~1u Inspector: t ,~.,~eG DO NOT REMOVE THIS NOTICE ♦ ♦ CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 1,91ndav1= Job Address.l/;?:;2v uw ~SraO /3LvG. Permit Number: o9lllSos ❑ No one available for inspection: Time AM/1MC, Re-Inspection required: Yes - *When corrections have been made, call for re-inspection at 303-234-5933 Date: Of2-o%D Inspector: DO NOT REMOVE THIS NOTICE ♦ i = CITY OF WHEAT RIDGE Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: WiyRz5D1= Job Address: YS761 . f RLo6 Y' Permit Number: on V5,9 T rp-d ✓e~- J✓d%i~imllyd~ G`/'K _srma//l.r✓r:..~zf!!G'F~~ E;- a ❑ No one available for inspection: Time ro; 3SC AM/PM ` Re-Inspection required: No When corrections have been made, call for re-inspection at 303-234-5933 Date: //7/,'o Inspector_ DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE ~-j Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: M Job Address: f t) (.f) C/ fW ' Permit Number: ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections //have been made, cali for re-inspection at 303-234-5933 Date: / JJ Inspector: l' DO NOT REMOVE THIS NOTICE oF""E?Tq City of Wheat Ridge Building Division Date: m 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan o Inspection Line: 303-234-5933 ecoRno Permit Property Address 11 ZZO L~). `t5ov\ Ae, drf/,, ``Zl Property Owner (please print): G n- ) Phone: 3c3-3:55- 7.$11 Mailing Address: (if different than property address) Address: 75cc cu. L~-~ City, State, Zip: uj`- ~ (1j4e (j) Contractor: Building Permit Application Contractor License Phone: -'j i7' j - ` -aO `~3y7 Sub' Contractors: Electrical City License Company: Plumbing City License Company Mechanical City License Company: Exp. Date: Exp. Date: Exp. Date: se of s ace description): p { ~ll~ Constraetion Value: $ 75,cfG,(o • ~c Description of work: t (as calculated per the Building ✓aluatron Data sheet) ~22Ctibu~ \RAi Plan Review (due of time of submittal): $ ^~~laV.3o~t's4.:~1r5 - Sq. Ft./L.Ftadded: SquaresZZ j BTU's Gallons Amps I 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,' egulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this. permit Plans subject to field inspection. CIRI_ CE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE Of (OWNER) (CONTRATOR) PRINT NAME: 2fYW t ,S rJ.a.~!~ SIGNATURE:1i Date: Iz Zt 11~~ ♦ 4' CITY OF WHEAT RIDGE Building Inspection Division I (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Fi~;,*L ka9F Job Address: 11,2;20 i o . ySrd/ ,Mr/ 1?L0Z , Permit Number: 6 ~Vm5'!.3 Sri>ada Q ro G'.F K',CG /~ar~rsz ss~c ~>o. o~Fry- .5"sre+reirv/f QsF? 5..~~a.c-~ ~s~+ Q~.G" f ❑ No one available for inspection: Time ra.' ~o /PM It€ Re-Inspection required:,. 1- No 4 When corrections have been made, call for re-inspection at 303-2345933 Date: //7/io Inspector: c~ DO NOT REMOVE THIS NOTICE ter.^na;-:a ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: f Job Address: 11,2 a 0 T , Permit Number: r") 1-1 4!: f ~r 1 ❑ No one available for inspection: Time AM/PM Re-Inspection required: Yes No When corrections have been made, cal( for re-inspection at 303-234-5933 Date: t 6 Inspector: 7 3 DO NOT REMOVE THIS NOTICE i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: _rrari~G2ct~!= Job Address: /r.VgO w, YSa,;w f17101~' #<S Permit Number: 07ySeT' l~~?F'.9{f'Tc(~ Y-~ G~..¢s z"FL lf~G!`-/.<i/S'v~F~~-red J i= .~er//~ u/v~J(~ d ~ S's».o / .mss✓~C-17e~ 12fi ref r ~F / sz✓fX7 r s pf~ r~~ 1 R: ❑ No one available for inspection: Time ,6 &I/PM Re-Inspection required: es ' No When corrections have been made, call for re-inspection at 303-234-5933 Date: 417,11&, Inspector: z;;;~f DO NOT REMOVE THIS NOTICE F""~rp City of Wheat Ridge Building Division Date: 7500 W. 29"' Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan o Inspection Line: 303-234-5933 °<oRro Permit#: Building Permit Application Property Address- I ZZ C Lu. Property Owner (pleaseprint)_ G h Phone: 303--335- 7-9il Mailing Address: (if different than property address) Address: -7y00 -q if City, State, Zip: Ujt~ (1,~ o~,r' C~ Yy03 3 Contractor: LE(- Contractor License Phone: j 7 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: Approval _ Approval: se of space (description): _t"u)-D~k 4z- Weit k o Construction Value: 8 7 S ,ctt6(o . To Description of,Work- tt (as calculate&De(,the Building Valuation Data sheet) ~tZv"~ouZ ~ 1~4f+ Plan Review (due of time of submittal): b Sq. Ft./L.Ftadded: Squares 7. Zr' BTU's Gallons Amps OWNER/ CON TRACTOR 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, It or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under-this-permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTORnn) or PERSONAL.REPRESENTATIYE of (OWNER) (CONTRATOR) PRINT NAME: .~Pk`~~IYWy S tj1,.,w~j~ SIGNATURE:-~s-~ 1i Date: IZ Zi l(9Q - ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: 210 f Job Address: Permit Number: ❑ No one available for inspection: Time AMFPM Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: f /0 inspector: DO NOT REMOVE THIS NOTICE ~o f1HEq/.R/ City of Wheat Ridge Building Division ° 7500 W. 291h Ave., Wheat Ridge, CO 80033 Date: U _ m Office: 303-235-2855 * Fax: 303-237-8929 Plan c o Inspection Line: 303-234-5933 °roaP° Perm it#: ,()C/~/~l Building Permit Application Property Address: ZZC tU Ktjj_l Ae, Property Owner (please print): G 4 F Phone: 3c. -335- Z.9il Mailing Address: (if different than property address) Address: 7500 ZAP l City, State, Zip: ltJ CplUCj3 Contractor: s~2lt~oXa ` W~ i C~ S x c i o~4 J1 5 L LC_ Contractor License Phone: 7j j-b X77 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: ------Approval,-____ _ Approval: se oPace (description): woi~-V'q - Construction Value: $ 75.4C,(o • DOSCrIFItiOn of work: ,r~ rr (as calculated peC the Building Valuation Data sheet) [Plan Review (due al lime of submittal): b Sq. Ft./L.Ft added: 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 (I.B.C) and all other applicable Wheat Ridge Ordinances, for work . -under this .permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: ~..~PA`~2JY`N t ,Sy"~vwL'\ SIGNATURE: Date: t Z(16q - Squares Z7 BTU's Gallons Amps ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: Job Address: !✓;VG' w r✓Srs/,4v p,Ln~, (p Permit Number: 07Y00 ❑ No one available for inspection: Time ;2 ~ AM/PM Re-Inspection required: Ye<~N When corrections have been made, call for re-inspection at 303-234-5933 Date: ! zo sv Inspector: DO NOT REMOVE THIS NOTICE ♦ i` CITY OF WHEAT RIDGE Bung Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: %2 ICI` Job Address: 11,9;2e> sra, Y<5-,w 405 a2c pe. 7 Permit Number: (V 71U// No one available for inspection: Time of : Sri AM _M Re-Inspection required: Yes ' When corrections have been made, calf for re-inspection at 303-234-5933 Date: m°c'Inspector: ~c DO NOT REMOVE THIS NOTICE ♦ A i CITY OF WHEAT RIDGE Bung Inspection Division (303) 234-5933 Inspection line _(303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: !t/ / Job Address: 4 v~, Permit Number: ❑ No one available for inspection: Time A % M Re-Inspection required: es No *When corrections have been made, calf for re-inspection at 303-2345933 Date: Inspector: Zll i DO NOT REMOVE THIS NOTICE F""~rq City of Wheat Ridge Building Division Date: 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan - o Inspection Line: 303-234-5933 Permit Building Permit Application a Property Address; Z Z 0 5 A~,,, r ,J Hov Property Owner (please Print): -1phone: -3c:3-335- 7-90 Mailing Address: (if different than property address) Address: 7500 CU, - q_p.% Aiv( City, State, Zip: Ujtc-_ of (pA 5o4~]l 3 Contractor: ;j ~p nley a wk t S I~ c, Ac-) 5 L L C Contractor License Phone: 303-`i'ab`3575- Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: ApprovaL_-_.. Approval ti se of space (description): we-~A<-'o ~ Conafruct(on value: 8 75;ct(.,(o • I'. Description of work: (as calculated per the Building Valuation Data sheetl Plan Review (due at time ofsubmitta0: $ Ch~~ F 30{ na1 + r~~c 5 Sq. FLIL.Ftadded: Squaresz-Z BTU's Gallons Amps rOWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT reby certify that the setback distances proposed by this permit application areaccurate, and do not violate applicable ordinances, s or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and ations made are accurate; that 1 have read and agree to abide by all conditions printed on this application and that I assume full onsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work r thispermit. Plans subject to field inspection. CE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of(OWNER)(CONTRATOR) T NAME: SIGNATURE: ~ ~A /W, Date: IZ Zt jd9 - 41 CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: / Yr 'Poa-- Job Address: )1220 Permit Number: Q9vSJZ 6y0/e ° s `fief Q~Ua! /aSSPG' vrd )-20 -)U K P: k. ❑ No one available for inspection: Time Ilya (AM/ PM Re-Inspection required: Yes No' *When corrections have been made, call for re-inspection at 303-234-5933 Date: I-,527-lo Inspector: DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: ln~r~t' Job Address: LlV,;2o w Y!;7-w 4419, 9L5' Permit Number: 0_'7YS9 2 AI)Ak ln> i 1:1 No one available for inspection: Time ;2, 501 AM/ . Re-Inspection required: Yes When corrections have been made, call for re-inspection at 303-234-5933 Date: A2,91e t Inspector: DO NOT REMOVE THIS NOTICE ~oFWHEgrq~ City of Wheat Ridge Building Division m 7500 W. 291h Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 ` Fax: 303-237-8929 o Inspection Line: 303-234-5933 OCORPO O Building Permit Application Date: Plan Permit M, /l Property Address; + z Z O Uj S YV \ Acue . C /(dC~ K Property Owner (please print): { LF t ~ >J Phone: 3c3-a3S- Z" Mailing Address: (if different than property address) Address: '75Co City, State, Zip: UJ is , Cj) ve j 3 Contractor: 1 \&e kq'n 7-L.-}. k `-b..'( (,.Y S ;kc l oJvJF-5 L LC_ Contractor License#: Phone: 30 j-~ab`357y Sub Contractors: Electrical City License Company: Exp. Date: Plumbing City License Company Exp. Date: Mechanical City License Company: Exp. Date: //Glee of space (description): Qjl~r„ feu VLD - Constroction Value: $ 75.ctC,(o Description of work: (as calculated Dec the Bufldinq Valuation Data sheet) 52eC~bLi l ~w~(et+ Plan Review (due at time of submittal): b Sq. Ft./L.Ft added: Squares 7-Z a BTU's Gallons Amps OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or 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. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER)t (C`OTRATOR) PRINT NAME: ...~&i ffYW~1 S5\ SIGNATURE: /i Date: I z Zi l tJ~( - f i CITY OF WHEAT RIDGE Building Inspection Division r (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: lcliyA L AyiF_ Job Address: V'Sraa /fy/iF ?3 66. Permit Number: ~r~F~>~c`Jld f f? ❑ No one available for inspection: Time a AMI- Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: f ~o w Inspector:! r DO NOT REMOVE THIS NOTICE ♦ i CITY OF WHEAT RIDGE Bung Inspection Division r' (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: o Job Address: a. 0 1,£_) U 4 1 t~ H (JF: ~~~~r Permit Number: t Ci L~ > .rj 4 ❑ No one available for inspection: Time AM/PM i Re-Inspection required: Yes No When corrections have been made, call for re-inspection at 303-234-5933 Date: lG Inspector L~ Ic DO NOT REMOVE THIS NOTICE W HEgT of m City of Wheat Ridge Building Division pare: a 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax: 303-237-8929 Plan o Inspection Line: 303-234-5933 o<orzro Permit Building Permit Application ProperiyAddr,ess: IIZ.ZD tom, Property Owner (pleaseprint) U Phone: 3c3--3,55-7-9il Mailing Address: (if different than property address) Address: 75DC (_U `q_I_A,, City, State, Zip: Ujlc- o e $4,=073 -3 Contractor: J c 1 [ ~ e sJ~n~a~ e ~ ~ (~Y ~ i ~ > o ~$3F5 L L C Contractor License Phone: ~J3" I~iO X775 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: Company Company: Exp. Date: Exp. Date: Exp. Date: Approval: -Approval*---- Approval /!Case of space (description): Construction Value: Description of work: (as calculated-per theB Plan Review (due at tin Sq. Ft./L.Ftadded: Squares-ZZ-r~ BTU's Gallons Amps_ Valuation Data sheet) of submittal): b OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under. this. permit. Plans subject to field inspection. CIRLCE ONE.: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of (OWNER) (CONTRATOR) PRINT NAME: 3eK-'f , SIGNATURE: Date: I~° Zi1t9Q ♦ i CITY OF WHEAT RIDGE f~ Building Inspection Division ~ (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 235-2857 Fax INSPECTION NOTICE Inspection Type: Gal Job Address:/ f Z~~ jGf 7 Permit Number: 4L y--- a ❑ No one available for inspection` ime AM/PM Re-Inspection required: Yes No When corrections have been mad , to re-inspection at 303-234z933 Date: Inspector: DO NOT REMOVE THIS NOTICE OFWHEgT~i City of Wheat Ridge Building Division 7500 W. 29th Ave., Wheat Ridge, CO 80033 - Office: 303-235-2855 * Fax: 303-235-2857 o Inspection Line: 303-234-5933 OrORPp Building Permit Application Property Address: 1.1 220 )1,j - J Q/ - Date: Plan Permit ~ Ja Property Owner (please print): ,--I" ~-R \J Phone: x,~ 7cSc3 Mailing Address: (if different than property address) Address: City, State, Zip: Contractor: N\I Contractor License jqJ Phone: / 7 Sub Contractors: Electrical City License Plumbing City License Mechanical City License Company: ,T SEZ=z,Q-~ Company Company: Exp. Date: Approval: Use of space (description): Description of work: ~Z_Z.~~ ~Rts11 Sq. Ft./L.Ft added: Squares Exp. Date: Exp. Date: Approval: Approval: Construction Value: $ j4 ] (as calculated per the Building Valuation Data sheet) vsZ C,-. \sPlan Review (due at time of submittal): $ BTU's Gallons Amps OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit. Plans subject to field inspection. CIRLCE ONE:: (OWNER) (CONTRACTOR) or PERSONAL REPRESENTATIVE of MVftiEft~ (CONTRATOR) PRINT NAME: 1Q6'~\\\e~r-SIGNATURE: Date:-/ .~oe,wHe4r~o ~ m City of Wheat Ridge COLORP9 ~ Commercial Fence PERMIT - 070025 PERMIT NO: 070025 ISSUED: 01/11/2007 JOB ADDRESS: 11220 45TH AV EXPIRESt . DESCRIPTION: Security fence for new police evidence building. CONTACTS owner 303/205-7601 Greg Knudson City of Wheat Ridge PARCEL INFO ZONE CODE: 8/2/0 USE: UA SUBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: .00 FEES No Fees •40 TOTAL .00 Comments: MR: 1/10/07 - PF Subject to field inspection I hereby certify that the setback distances proposed by this permit application are accurate, and_do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are acwrate; that I have read and agree to abide bya11 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. Signature of mntractor/oumer _ _ . . , date . 1: This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. I£ this pesmit expires, a new permit may be acquired Eor a fee of one-ha1E the amount normally required, prwided 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, fullfees sha11 be paid for a new permit. a. No work of any manner shall be done that will change thenatural flow of water causing a drainage problem. 5. Contractor shall notify.the euilding Inspector twenty-four (24) hovrs in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval o£, an iolation of t isions o£ the.building codes or any other ordinance, law, rule or regulation. All plan reviewy~~ject fi pjztions. Signature of &kff Huilding Offi/al date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. . . . P1 a N0teY Owmer t con4rac4a is responsible for loca4ing peoperty lines anr7 consuvCting improvements accotding to the anproved piaa ardad requiced development standz: ds. T}a~ ~,Viy is u; :;esponsible ior inaccurate inform-Wt;an the plan sei zuid any co e oF WHEAT 01'~ OO V kO ~ o City of Wheat Rldge Building Permit Number: ~ m Community Development Department oace: ~~CORPO~ fY1.ENVR BUILDING PEIt11~l,TT AFPLICATIEIIV Property Owner: C'jf / ~i \\lh c- ie Property Address: i/ Z Z O ~\I. 4 STA Avz - Phone: 3c3 - Zc Contractor License No.: - Company: - Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept. Valuation Figure: $ I hereby certiTy that the setback distances proposedby this permit application are accurate, and do not violale applicable ordinances, mles or regulations of the City of Wheat Ridge or covenants, ease ts or restrictions of record; that all measuremenls shown, and allegations made ar a~curate; that I have read and agree to abide by all conditions printed on this ap lic tion and that I assume full responsibility for compliancewiththeWheatRid wldingCode(d.B.C)a d all other applicable Wheat Ridge Ordinances, for work undVr his permit ;P(ans sujlject to feld inspection. Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax: Total:$ TlseofSpace (description):Sgc-.+r+`t/-f-enG: Gv/c~r:Ku' ~ J Description of work: Sq.Ft.added BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: 'OMMENTS: Approval: i Zon ng: ~ v ` COMMENTS: Approval: WORKS COMMENTS: Approval: DEPARTMENT COMMENTS: Approval: Walls: Roof: / ° V~ Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance wiih the provisions set forth in your application and is subject to the laws of the State of Colorado and to the 2oning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall ezpire if (A) ihe 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 daya (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided nochanges 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 that will change the natural flow of water causing a drainage problem. (5) Contractor shall notiTy the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any oiher ordinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official ~ r 1 ' - •JTA lV)~ C! ~ City of Wheat Ridge Building Permit Submittal List The following items are required for the m'inor building permit submittal for the property located at 1 ¢s T-" A& . If any of the required items are not included in the submittal, the submittal will be considered incomplete and returned immediately without review. Minor permit is defined as: fence installation, signage, decks or covered patios, concrete work in excess of 500 square feet, sheds, garages and over the counter permits. You do not need to submit a site plan with over the counter permits. This sheet must be submitted with the building permit application. Please initial beside each required item, signifying that it has been included. Review Required by: ❑ Building ❑ Planning ❑ Public Works SUBMITTAL DOCUMENTS: / PLANS: ~ One (1) site plan Contents of plans detailed in the minor permits handout ❑ One (1) Elevations/details page DOCUMENTATION: ❑ One (1) completed building permit application ❑ One (1) property deed ❑ 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. 29`" Avenue Wheat Ridge, CO 80033 Building Division - 303.235.2855 Planning Division - 303.235.2846 Inspection line - 303.234.5933 www.ci.wheatridpe.co.us ,oF W"E°r CITY OF WHEAT RIDGE ° DEPT. OF PUBLIC WORKS Drawnby: JLB 11127/06 Design by: JPR 09/07/06 Ap mvedby: SN C I T`( 0 F W H EAT R I D G E PD EVIDENCE STORAGE BUILDING S°ALE=,2°' LOT LAYOUT DRAFT PLAN SHEET # , oF , ENGINEERING DIVISION ro(ORA~ p 1 1 /27/06 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 13206 12/3/01 Property Owner: Property Address : Contractor License No. : Company : CITY OF WHEAT RIDGE 11220 W 45TH AVE OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT - I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : ELECT. ALTERATIONS FOR BLOCK HEATER SYSTEM Plumbing License No : Company: Electrical License No : Company: Expiration Date : Approval: Phone : 467-5908 Phone : Construction Value : $1,500.00 Permit Fee : Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use: Mechanical License No : Company: Expiration Date : Approval: Expiration Date : Approval: (1) This permitwas issued in accordance wi[h the provisions set forth in yopur application antl is subject to the laws of the State of Coloratlo and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (e) the building authorized is suspendetl or abandoned for a period of 120 days. - (3) IF1his permit expires, a new permit may be acquiretl for a fee of one-halFthe amount normally required, provided no changes have 6een or will be made in Ihe original plans and specifications and any suspension or abandonment has not exceedetl one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new pertnit (4) No work of any manner shall be done that will change the natural Flow of water causing a tlrainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) hours in advance for all inspections and shail receive wriHen approval on inspection card before proceetliing wi[h successive phases of the job. (6) The' i nce, ~~o,f~ape it or the approval of drewings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of ihe isio s/~ ~ L g wdes or any other ordinance, law, rule or regulatiort . . . . ~ ~ Chief Buildin nspector I4ov-26-01 12=15P DEVREVFAX 303 235 2857 P.Ol f WHEqT DEPARTbIENT OF PLANNING AND DEV ELOPMENT Building permit Number. . Bi7II.DING INSPECTION LINE - 303=2. s4-5933 Date: CITY OF WAEAT RIDGE 7500 WEST 291'H AVENUE WHEAT RIDGE, CO, l 80215 - /303- Z 3 5-:; 955) ~LORA00 AP-PU1 UTION Properry Owner: L' (7'`( i,✓L~A3'f--f6~vr' Properry Address: P;,OL(G w0f~" S~JI? f( Z7A il S"~'~ /}i/'- pbone : q6 $-e? D'e Contractor License No.: N j~+ Company: Phone: 4~6 ] ' 97 J~ OWNER/CONfRACTOR SIGNATURE qF UNDBR3TANDING AND AGREEM$NT I here6y artify that the setback distances propasad by this pumit applicatio¢ e e accurate, and do not viotate applicable ordinaacas, rules or rogu[aGons of the City )f Wheat Ridge or covenanu, eesements or mstricdons of recotd; thet alt messuromcc -s showq aed atlegaflons made eze accurate; that I have road and agee to ebide by ; fl condiflovs prinud on Uus application and that I assume fvll responsi6ility f~r complience with the Nheat Ridge Building Code (TJ.B.C) md alt orher applicat le Wheat RiQge Ordi¢ances, for work under this pe`cnit. (OWNEA)(CAN'iRACTOR): SIGHID ~DA7E~ Construction Value: Permit Fee: Flan Review Fee: Use Tax: aaaaas Total: Description: G BTJII,DING DEPARTMEN7C USE ONLY ZONINO COMMENTS: Approval: Zoning: BUIL9ING COMMENTS: APProval: PUBLIt WOlUCS COMMENTS: Approvat: Occupancy: VJails: SIC: Sq.Ft.: ,L~?-/a/ Roof: St;rios: ResidentiatUnits: Electrical License No: Plumbing License No: Mechanicai Licease No: Company: Company: Company: Expiration Date: Expiration Date: Expuation Date: Approval: ApProval: Approval: (I) 1Lis pumit wu issu<d in accordance wiN the providons set fanG iu your applicafic 3 and'u su6jxt W the Isws of the gtate uf Colorodo and m the Zoniog Reguletiom md Building Codu of Wheas Ridgq Colarnda or any othet appliwble :rdiuences of ihe CiN,. (2) Ihis pamit shall ezpire if (A) the work authoriud ie not <ammenceA wilhia sixty ( J) dy: Gao issue date or (B) the buiidiag wtEoriz,d'u auspcnded or a6andoned for a period of 120 &ys. (3) ffthis pamit ezpaes, a neW petmit may be acquiced for afre of onahstfthe mocr :¢oimillyreqwrcd, prwidadna cLanges Law been or will 6e made in tLeoriginalplaatandspecifieaGOnaandauysuspe¢rionaabandonmenthuaotacc: iedo¢e(1)y<ar.IIchangeshavzbeenoriFsispwsioaora6endanment uaeeds one (I) yeeq ful] fres f WIt be peid for a new peemit . No work of my mmner shell be dane t4at will chmQe the nntutal flow of watc wu :ing adtainege pmblem. (5) Contractacshal]noVfyfhnBuildiuBluspeetorhvenry-four(24)houasinadveaceforaTaapec¢ammdshil3rcceiwx-ittenappxoveloaintpecROneazd6efarc proaedingvritiisuccwsivephuesoFthejob. (6) . The issuence of a pamit or the approval of drewings and speci5catio¢s shaif not F+ construed to bc a pmmit for, nw an approvel af, eny violation of th: pmvuions ot Ihe bu' ' g wdee or eay otho- ocdmaneq I¢w, nile orregulafion. . Chief Buildin ector 1 ~ ~ a ID J d z v . ~ ~ ~ \ . . . . . - ~ i . . . . . . . . . . . _ . . . . _ . . . . . - : . _ . . . ~ i ~ m . . ~S . . . . . . v ~ ~ ~ ~ . ~a . ~ . . . . . . . . . ~ . . a~ 14 No ~'rz 3d A ~ ~sM,,. ~ . . ~~f C~,~[G . . . . ~O~✓l~ . . . . . . . . . !N . . `Q"' , . ~ . . . . . . . O J~~ . . . _ . . . < . 0 . . . . . zs~ T~s~-~ ~w P~~~ ~y _ _ "rZr OZAf a~ ; ~ ~ / /YGt N2v~'Ta 7-/Sp~ys- , ! ! y ~nr-gwrr.~ ! , ~ ~ ~ya✓ ~rax,p n Ra,.+-7 i s ~ea✓~ , ~ .v , CITY OF WHEAT RIDGE - MEMORANDUM TO: Darin Morgan, Codes Administrator FROM: Chris Fedak, Fleet Supervisor DATE: November 26, 2001 SUBJECT: GFCI installation Our CIRSA guy came through here the other day and is requiring GFCI receptacles installed where we plug in the block heaters for our diesel trucks. (Not a bad idea considering the number of water immersed cords and smoldering plugs ends Pve seen over the years. We've been very lucky so faz!) However, retrofitting the existing circuit with GFCI receptacles won't work due to the size and condition of the wires and conduit, the use of common neutrals and the poor grounding of service equipment and boxes. It is proposed that the 70 amp breaker supplying power to the sub-panel in the illustrations be upgraded to a 125 amp breaker and the wire and conduit be changed from 4 gauge copper run in 1" EMT to 1 gauge copper ran through 1'/z" EMT. Also, the old receptacles and their supply circuit be removed/partially abandoned, and a 2 separate new circuits be installed to include 2 thermostatic controls, 12 30amp power relays and 12 20amp GFCI receptacles fed with dedicated 12 gauge power, neutral and ground wires. Waterproofplug ends, in-use water resistant receptacle covers and self - retracting cords aze also in the future plans. The following attached drawings and comments should explain the plan. The thermostatic control over when the block heaters aze energized should save the City about $75.00 to $85.00 per month during the fall, winter and spring seasons. GFCI's may save a life ortwo. Any questions or comments, please give me a call at 467-5908(office) or 810-8893(cell). - 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 8641 3/18/99 Property Owner : Property Address : 11220 W 45TH AVE Contractor License No. : 17682 Company : Arbor Fence Co. Phone : 467-5708 Phone : 698 0695 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 1 have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other appifcable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Description : Replacement of fence at City Maintenance Construction Value : $0.00 Permit Fee : $0.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 Use : Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company : Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval: (i) This pertnit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Coloredo and to the Zoning Regulations and Building Code of Wheat Ridge, Coloratlo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authonzetl is not wmmenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days (3) If this permi[ ezpires, a new permit may be acquired for a fee of one-half the amount normally required, provitletl no changes have been or will be made in the original plans and specifcalions and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abantlonment ezceetls one (1) year, full fees shall be paitl for a new permit (4) No work of any manner shall be tlone thatwill chan9e the nalurel flow of water causing a tlrainage problem. (5) Con[racior shall notiry the Building Inspectorhventy-four (24) hours in advance for all inspections and shall receive written approval on inspec[ion card before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of tlrawings and specifcations shall not be construetl to be a permit for, nor an approval of, any violation of the provisions of the bu ng cotles or any other ordinance, law, rule or regula[ioa Chief Building spector - DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 qPPLICATIoN Properry owner : o ,C A~-/~~ -Q Property Address : ~ ~ ZZ o wt S~7 ~ S f'= e- Phone :LO y09 -7 5~7L Contractor License No. : IJLp ~a- Company :a✓bor "F.e+Ac--- C-o Phone :(oJ °o C) 6 't S~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of VJheat 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 wnditions printed on this application, and that I assume fuli responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wh¢qt Ridge ogppances, for work untler this pertnit. (OWNER)(CONTR4CTOR) SIGNED&±~Me--~DATE 3110 Description : F-e 14 v- ,e- ley 14 e,- y,q ~4- Permit Fee : Use Tax : Total : Use : BUILDING DEPARTMENT USE ONLY Approval: Occupancy : Walls Roof Electrical License No : Company: Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval : SIC Sq. Ft. : Stories : Residential Units : Mechanical License No : Company: Expiration Date : Approval: (1) This pertnit was Issued in accorUance with the provisions set forth in yopur application and is sub1'ecl to the laws of Ne State of Colo2tlo antl lo ihe Zoning Regulalions and Building Code of Wheat Rid9e, Coloredo or any other appliwble ortlinances of Ne Ciry. (2) This Oermit shall expire if (A) the woAc authorized is not commenced within siaiy (80) tlays hnm issue date or (e) the builtling authorized is suspendetl or abandoned for a period of 120 tlays. (3) If this pefmit expires, a new permrt may Ee acquiretl far a fee of one-halt the amount nortnally required, provided no changes have been or will be made in the original plans one antl speci(caUons and any suspension or abantlonment has not exceetled ane (1) year. If changes are made or Rsuspension arabandonment exceeds (1) year, full fees shall be paid for a new pertniL (4) No work of any manner shall he done that will Uange the natu2l flow of water causing a d2inage problem. (5) ConVactor shall notify the Building Inspectortwenty-four (24) hours in advance for all inspections and shall receive written approval on inspetlion card be/ore proceetlgwithsuccessive phasesoftheob. (6) The issuance of a pertnil or the approval of tl2wings and speoifications shall not be consWetl ro be a pertnit tor, nor an approvaI o( any violaGon ot the provisionsot the huiltling cotles or any other ordinance, law, rule or regulabon. Chief Building Inspector Public VI/orks Shop Fence fo be replaced am ~snrs vir . i r 1. WSTlYa S~ em . ~b O ~ r- ♦ ~ I i = ao + f e> 4 O exnmw NuMre+A~ . + M5~ s~.~ L ~ ZZ0' i ,i s a e. qnvs ~ ,t . ~ i , . i . - ~c saa Gra.v~s ~ I M 111~:i,~'.~-rfi. ZS3`~ ~os"- I~ S' zRflm- posr'/fnro Piuce7- ~ ' pr~ iNStDEoiCtt~rlA.1 i,iN`tt(mr~w- RemVb-DKCIL f-o SNw~~ • e i No * 8~ • ~ o ~ # e o ~ G ~ O , . . + 3~~ o ° ~ ~ ~o o n a n ~ :7' ~ ~ ~ . ~ ~ a . ; ~ ~ -~e a) ~ o -0 N 3: 0 - N V U ' - ~ C - ~ a) ' 0 g 0 ~ ~ N0 0 0 0 ~ ~ ~ 0 0 ~ 0- LL ~ ~ PENMR NUMBEP 97-5096 F 0 3 m 0 0 ~ ~ m d m co y c ~ a 3 ° m w " a o ~ m o 3 ~ n d w ~ m m m O y O m c~ - n Q U m 3 ~ y o a o ~ 3 s ~m m ~ 00 m ~ o 0 > N m c a a a ~ m m m F ~ 0 v 0 O ~ m m v ~ m £ m O ~ ~ S m m O ~ ~ Z ~ C 9 0 y m 3= C X a l< w ~ a ~ r v D v r m O 9 m j A D ~ o ~ O ~ O tmi) Z (n 1-~• N N 0 ~ N ct P o~ h ~ < N c m 0 o w z f c 1 Z m 6 9 D A ~ 1 p h m ~ A T W 9 9 w:5 m O mm c ~ U -h mm~N ~ N ~~ymm fN F 3 2 ~ ~ ~ (D d N A~ ~ p> > m O ~ c'F ~o] y m Q~Qw H ~n A mo°3 ° m m ° I-I o m O N n' C Nm ~ mo3m F~I v ~ c °d~n ~ C) m ~ > ~ ~amo ~N y 0 y~ O O 71 O O -n L J m m ~ 0m' m O W X O m mmon ~ ° o s m 0 1 ot ma n w< n ' o c 0 O " c ~mv ^ O m N m g ~ A T 9 ~°C t~ m aam ~i m m Q7 m Q o v rd Cn 66.0 > ° 9 3-° a z ~ ao~ (D ~ oa 3 S F, N ko a a a N jy W x mfm O~w ~o < N ~ n 0 2 ~ 0 C ~ DATE: dG TO: PUBLIC WORKS DEPARTMENT FROM: Building Depar.tment RE: ( Af ) / The property at I la aa W'qS`-4a=' ` has been signed off by the Building Department and is ready for a CO inspection_ Once the inspection has been completed, please inform the building department as to the status. Thank you. PUBLIC WORKS APPROVAL/(________IZe Remarks: DATE: A CERTIFICATE OF OCCUPANCY HAS BEEN REQUESTED FOR: PURPOSE OF STRUCTURE: Building Dept. Approval: Remarks: Zoning Approval: ` . . O~ j al /,1 Remarks: ~ U) cl) W F - Z 0 W N t) z Z a W ° z °a m °C O ~ W W m = H W O O ~ W J J W N m / a ui v cn Z O p r Q Z X ~ cl) ~ o Z Cl) 2 = ~ N M M a) ~ ~ Rct NM O a M Q O ~ ~ 0 J 0 (m) n w V Fm3 W ~ Z ~ Q a= W ~ N 3C ~ ~ ~ ~ ~ 0 V W M Z O ~ ~ (a) W a cn z U Z a ~ U U 0 w a ~ W ~ w ~ Q O ~ z H a (7 Z ¢ w ~ z m O 0 U ~ U ~ ~ ~ W ~ ~ ~ 0 Z W z J ~ a ¢ a O LL Y ¢ ~ ~ ~ 0 U w m O U) Z ~ - ~ _ F- o ~ 0 z Z ~ ~ w a (1) W W a a J~ (1) 0 J ~ J Q p v z c!) ~ ~ F D er 0 W (JJ ~ U Z ~ O ~ i ~ rn N y O ~ L ti U ~ ~ 0 W z ~ ~ z W W m U) Q w O m Q ~ Z ~ w Q U z 0 0 z ~ D 0 (L i N W ~ a 0) C o ~ ~ N m C V m C O m Lio oor O N p~ Q N W 1 W C a 2 i ot$ L N E ~ p lL C J ~23 c d Z, O N N G 2 J 0 0 a ~ ~ y a j ~ a t`9. LL 0 Q V LL ~ vo J W HD N z ~ N W N H V ~ z W D a OD z z D V O cc w x a LU LU x ~ 0 x LL 93 cc IL) ~ H v W ~ 0 1= n. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Building Permit Number Date Property Owner : Property Address : Contractor License No. : Company: 11220 45TH AV 19447 Barba & Sons Const., Inc. 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 fuli responsibility for compliance with the Wheat Ridg Building Code (U.B.C.) and all other applica Wheat Ridge or i nces, for work under this ermi' Phone: 425-4900 Phone: 252 9299 Construction Value : $101,392.00 Permit Fee : $0.00 Use Tax : $0.00 Total: $0.00 (OWNER)(CONTR4CTOR) SIGNED DATE o~1 T~ - Description : CITY PUBLIC WORKS SHOPS AUXILLIARY BUILDWG BUILDING DEPARTMENT USE ONLY Z~nir~g°(;om"5mme~xs ~ Approval : SM 5/14197 Zoning : A-1 Approval: Approval: Occupancy : Walls APPROVED PER CASE WZ 96-13 Roof : Stories SIC : Sq. Ft. : 2660 Residential Units : Electrical License No :~'?Cp/J FLCCiD~ umbing License No : lq550 Mechanical License No : 1/Company :`%35 Company : _),y,,, &x pjvw.b(,nc~ Company : J Expiration Date : Expiration Date : Expiration Date : Approval : Approval ; Approval : LM ` ar[a'~~e~"~a~~"~ ~ ~ 19 (1) This permit was issued in accordance with the pmvisions set forth in yopur appliration and is su6ject to the laws of the State of Colorado and to the Zoning Regulations antl euilding Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permi[ shall expire it (A) the work au[horized is not commenced wi[hin siuly (60) days from issue tlate or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or wili be matle in the . original plans antl specifcations and any suspension or abandonment has not exceeded one (7) yeac If changes are made or if suspension or a6andonment exceetls one (t) year, full fees shall be paitl for a new permit (4) No work of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspeclor twenty-four (24) hours in advance for all inspections antl shali receive wntten approval on inspection card before proceediing with successive phases of the job. (6) The issuance of a permit or the approval of drawings and specifca[ions shall no[ be constru d to be a permit for, nor an approval of, any vioiation of the provisions of ie building co es or any ther ordinance, law, rule or regulation. . ~ Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMEN7 BUILDiNG INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE %SOG WEST 29TH AVENUE 4"JNEAT F21DGE, CO 80295 Builciing Permit Number : Date : Property Owr.er: CF- Wk~-kT F-JPI"F- Property Address 22J \N, 45"-1' AJ E, Contractor License No. : 194441 CompanY: 14 SonlS ~n1Sf 'L •-tc_ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that ail 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 fuli responsibility fo mpliance ith the Wheat Ridge Building ~odz (U.B.C.) and all otner applicable Wheat R'e o inance , for work under thisF~ermit. (OWNER)(CONTR4CTOR)SIGNED DATE cl(, a1 Description : pi) tV e {c s ~S'~d.~ s Phone: +Z~--4`IOt? Phone: a5a-~ta9 ~ Construction Value : t0 / J~d. ~ Permit Fee : Plan Review Fee : Use Tax : Total : 0 BUILDING DEPARTMENT USE ONLY Zoriin TGomrtie`n~ i`t • ei~ SIC Approval : ;7v ~ ~ dpw-ojeX t2,', Ccr4e, LU L. 9G 13 Zoning Buitdin "cy~C"ommeots:~ Approval : PTbtMEg„ItsRCoF "neM Approval : Occupancy : Walls : Roof : Stories A Sq. Ft.: 2(nle0 Residential Units : Electrical license No : Company: Plumbing License No : Company : Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Datz : Approval : Approval : Approval : -M faPlan3~Re~€jiiited _.._e. la MILO'Req~ii¢e pn P~Iql3i -ra, (t) This permit was issued in accordance with the provisions set forth in yopur appliwtion and is suhject lo the laws of ihe State of Colo2do antl to lhe Zoning Regulatior.s antl Building Code ot VJheal Ridge, Coloado or any othe: applicaole ordinances of the Ciry. (2) This peimit shall expire if (A) the work authonzed is not commenced wi;hin si#y (80) tlays from issue tlate or (B) the builtling authonzed is suspentled or abandoned tor a penod of 120 days. (3) If this permit expires, a new pertnit may be acquired for a fee of one-hal( tre amounl normally required, Orovitled no changes have beer, or wili be made in lhe onginal plans and speGfcations and any suspension or abandonment nas not exceeded one (1) year. If changes are matle or if suspension o; abandonment exceeds one (t) year, NII fees shall be paid for a new pertnit. (4) No work of any manner shall Oe done fhat will change the naWral flow of water causing a arainage problem. (5) Contractor shall notify the Builtling Inspector N+enty-four (2) hours in advance for all insp tions antl ;hall rece4we r on nspection czrd before roceediing wit successive phases ol the job. (G) he nc a pertni{,or the approval of dpwings and specifica(ions shail not be co rued ro be rr val t, any violalion ot the provisions of lh' g des ore~aw, rule or rewationChief i~g InspectoP ` For Mayor T PERMIT VALID ONL'' WHEN SIGNED 8Y THE CHIEF BUILDING INSPEC AND MAYOR CALL: 234-5933 24 HOURS °RIOR TO INSPECTION I I 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 3105 5/17/96 Property Owner : Property Address : Contractor License No. : Company: 112200 45TH AVE 17747 Dick's Custom Roofing Phone: 467-5910 Phone : 989 6833 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 applicablep1(heat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED~~4L!22(:j~ DATE `^c6 Description : REPAIR ROOF DAMAGE ON(ITY BUILDINGS Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (7) This permit was issuetl in accortlance with the provisions set forth in yopur appliration and is subjectto the laws of the State of Colorado and to ihe Zoning Regulations and euilding Code of VJheat Ridge, Coloredo or any other applicable ortlinances of ihe City . (2) This permit shall expire if (A) the work authorized is not wmmenced within siuly (60) days from issue date or (B) the huilding authorizetl is suspentletl or abantloned for a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requiretl, provided no changes have been orwill be made in the original plans antl specifications and any suspension or abantlonment has not exceetled one (1) year. If changes are made or if suspension or abandonment . . . . . of the builtliryp codegs or any other ordinance, law, rule or regulation. Construction Value : $1,100.00 (4) No work of any manner shall be done thatwill change the naturel flow of water causing a drainage problem. (5) Contractor shall notiry the euiltling Inspectorhventy-four (24) hours in advance for all inspecfions and shall receive written approval on inspec[ion card before proceediing with SuCcessive pha5e5 of thejob. (6) The issuance of a permit or the approval of drewings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions Permit Fee : $0.00 Plan Review Fee : $0.00 Use Tax : $0.00 Total: $0.00 THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 2345933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : C ~ T D F(&)}f ~flT R'k (J6,L Property Address 9~ (A) Phone : 7 Contractor License No. : I-7-74"7 Company :D `L 145 CUSTQVV\ Phone : G( L} O a SS~ OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibiliry for compliance with the Wheat Ridge Building . Code (U.B.C.) and all other applicable Wheat Ridgg, ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED Jj~-!~DATE Construction Value : - Permit Fee : Plan Review Fee : Use Tax : Total : Description : 0) l`((~ 0 fo✓m-c\0 C j-11 r-( 6 (2 BUILDING DEPARTMENT USE ONLY ZomngSCom'rti~nts' SIC : Sq. Ft. : Approval : Zoning : B.~. wl"dingnComments:S ~ _ Approval : P~ublic WoftWomme~n"ts"~ Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Expiration Date: Approval : ~ ans Re`g Company : Expiration Date : Approval : m KPlans~Required_ Company: Expiration Date : Approval: m ~~lans;_Requved (7) This permit was issued in aaordance with the provisions set forih in yopur application and is subject to the laws of the State of Coloratlo and to the Zoning Regulations antl Building Code o( Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire i( (A) the work authonzetl is not commencetl within sinty (60) days trom issue date or (8) the building authorized is susDended or abantlonetl tor a period ot 720 days. (3) If ihis pertnit 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 specifcations antl any suspension or abantlonment has not exceeded one (1) year. If changes are made or if suspension or a6andonment exceeds one (1) year, full fees shall be paitl for a new permit. (4) No work of any manner shall be done ihat will change the natural flow of water causing a dreinage problem. (5) ContraQOr shall notiry the euilding InspectortwenTy-four (24) hours in advance for all inspections and shall receive written appmval on inspection cartl before proceediing with suaessive phases of the job. (6) The issuance of a pertnit orthe approval of tlrawings and specifcations shall not be construed to be a permit for, nor an approval of, any violation of ihe provisions otthe builtling cod or any ther ordinance, law, rule or regulation. ~r/~c Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION Aug-11-97 08:40A DEVREVFAX DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION D1VIS10N - 235-2855 Cli'Y OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RlDGE, CO 80215 303 235 2857 P.03 Building Permit Number : Date : $/11197 Property Owner : Properly Address : Contrector License No. : City of Wheatridge 11220 W. 45th Ave. Company: ARRCON ConStNuction Services, Inc OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT ! hereby eertity lbat the setback distances proposed by lhis pertnit application are accurate, and do not vioiate applieable ordinances, rules or regulations of ihe City of Wheat Ridge or covenants, easements or restrictions ot record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all tonditions printed on Ihis appliwtion, and that t assume full responsibAiry or compliance with lhe Wheal Ridge Building Code (U.B.C.) and all other appiicable Whe~ge ordinances, (0;rr1c u~er this pertnil. (OWNER)(CONT CTOR)SIGNED ~►C• unIcv ~ ~ vA P"ael FL~ r. ti5 anJ EF Description ~1~f , ~ oufLE~ Phone:237-6940. Phone:733-5907 Construction Value : Permit Fee : Plan Review Fee : USe TeX : 7otai : BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Zo'fiinM~AE Approval: Zoning : Bu11H ni g Co en "s- Approval: p,tfHl (MW_bYy Approval: Occupancy : Walls : RooF : Stories : Residential Units : Electrical License No : Piumbing License No : Mechanical License No : Company : ARRCON Construction Company: Company: Services, Tnc. Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : N Cia~~=~ ■ ONESR~ra~ ~ wMxgMmm (7) 1TI5 pertnit was fsSUM in aaoNance wiih ihe proNS1u^s aet /orth in yaWr aOW~muon aM Is suEfed to the laws of i7~e S~te of Cobrad0 anO b Ne Zanirq RegulaUOns uW Builtling CaOe al Wheal RiEge. Caloratlo Ot any ott~er appliCaCk Udina~+ces of Ne Ciry. (2) TTis permfl sha11 ezpite d(A) ihe work aolhonzed is nol mmmenced wiNin sixry (BO) tl0ys fmm issue dale or (e) Na OuilClnp auNaiz[d (s suspenCed ar aeanaoncd Iw a perioE of 120 tlays. (Jy «iNs yertnd ezpires. a new pertmt may De acquired ia( a ice of one•haV Ne amount normally rcquired, proviEed no changes have Oeen or will be maCe m e priginal 0lans ana speuficalions and any suspension or aCaaEOnment hef not esceetled me (1) Year. i( Uan9es are made a il suspenslon or aDanAOnment exceeds one (t) ytar, tuil fees snall be paiG 1or a new pertnil. (a) No work ot any rt+anner shan Oe Qone Ihat wiil Uanfle the natural llow of water fausiny B 7rainage Droblem. (5) Contnnor shall notiry Ne Building Insnectm Nrenry•four (24) hour5 in advanoe for all inspeclions and shall receive wririen apprarel on inspetfon wN before pIwseps1 bo! the joE. p img lh successrve (6) T~uan~R,wi' mdes o"am IotnePdM ~a~c.rea aw, Nle ordregu atlon`ions shaii nol he wnsWed lo Ee a pemiil far. nor an appmval d, any vioWtion of the Drovisions Building Inspector For THIS PERMIT VALID CONLY ALL W234 5933 24 HOURS PRIO'F2 BUILDING ONPECTOR AND MAYOR W O n ~ ti ~ rn I I-V °z F- ~ ~ W a H Z W ~ aZ goo W y J >-o W ~ U O O - LU ~Qa ~aa ~ = "?3 Z O Z0> W J t ~ m U G w 0 w WM 29 a0 L !O ~ cj Fa W ~ 30 OOy~ a 1~ N N-lt) W 0 0 ~ U a N 5 ~ f a u ~ a . . . ~ p u ~ c . 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J Z y 0 ~ "J Y a Q ~g .,,.z w u ~ 3 w ~ ~Z Uw2 ~ yH Ja~ W N 0 w O y W V' ?LL v ~Q Z WO ~W m~f O ? a ~ 28 J ¢ 00 a-0 ¢ OdLL 2 Ox ZoQ 0a p ~o W Jf Q ig F j Z U W m ¢ y ~ d _ ~ Z Q W W _J E J ~ O 1-f W J a p~ mr J ~ LLa 3~ O . ...z is.U.. V H z J °r °a 0o a N N = h • 0 N x W ~ H F g W P f 1- r ~ W N a 6 m m m m N ~ W a > J Z 4 g° ^ a 2 Q f o ~ o U ~ W ~ W ~ ~ ~ tW~J o h a Q ~ R 3 W 4 ~ ~ ~ ~ W J f ~ 2 w ~ ~ a w z Z f C 0 rc ~ H ° Z ~ ~ N a u~i Z o m w m ~ z N W p 0 Q y W Q F m W J y p ~ W O 3 ¢ ~ J ~j 1~ Q ~i Q 3 Q m 2 N Z U! Q U' Q 3 ~ Q N ~ 7 4. K m 4! F O O F- F Q y~j U W N K ~ LLI j K N p LL Y 0- m 2 2 N = V w ¢ a Q U Z N m F W V ~ W 0 K Q O S ~ W W z ~ V > K V 'm f 9 2 ~ w ¢ W n a N 0 r ~ W Ju w J K ~ .M w w 2 ~ 2 ¢ T ¢ ~ N N 9 R f 3 a 2 a 3 J r F z Z z Q ~ 8 o H. Q ~ F- Z U J S d ~ LL 3 N 1- Q ~ N ?J 6 o Z ~ f iro o „ no°N 3 0 ~ ,a°~E oc'-'~ oo Q` m a" 6 0 ~ 0 3° c - E m L`c ~ 09~ E« ~ O V L O L O m m o c 3 0 o' o` o c° o y a~°o 3 b m o S .a, O r L O t p U t j V~ ~ G V- ~ O~r O r o c o y u .n o . ~ o e ' 3 c p p O a O C O~ O c c O N o p ~ _ o oo 0 0 o p E « a~ u ~ «Ui. V _ . i: , BUILDING DEPARTMENT` (303) 235-2855 CITY OF WHEAT RIDGE * * ~ 01r2- Correction Notice Job Located at ~ ~~~Q eu 95 /1-10 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: - 0,4--g-5,0 I~ 5 3 ` You are hereby notified to correct the fo[egoing violations. When corrections have been made, call for insoaction. Date . . lnspeciorfor.BWidingDept. ' DO NOT REMOVE THIS TAG . FOBM WB6-22 . . . :.,"----e ~ BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE ~ * * Correction Notice Job Located at ~ f have this day inspected this structure and these premises and have found the following violations of City andlor State laws gov- erning same: ~24,2p 3' l),/'), v,- ..LZ4 l i1'j rQ's '9~-Ovk 4~ v You are hereby notified to corcect the foregoing violations. When corrections have been made, call for inspection. Date 2-, '0 ~ Builtling Dept. BUILDING DEPARTMENT (303) 235-2855 CITY OF WHEAT RIDGE * * Correction Notice " Job Located at i J2 20 w 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: ~41.1,~,~h~P ~ L r`- t'.~..-~ E-. You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. E. F':-.: . . . . Date ~ t ~ ~a Building Dept. . DO NOT REMOVE THIS TAG RORM W116-22 wHE4r ~~m City of Wheat Ridge C0<ORP0 Comm. Add Structure PERMIT - 019071 PERMIT NO: 019071 ISSUED: 08/02/2005 JOB F,DDRESS: 11220 45th Av EXPIRES: 02/02/2007 DESCRIPTION: Storage building for police evidence. Two-story (26'), typ CONTACTS . OWNER 303/235-2861 City of Wheat Ridge GC 303/430-8935 Mary Anderson 02-2393 W M Brown.Construction Corp. PARCEL INFO ZONE CODE: UA . USE: S-1 SIIBDIVISION: UA BLOCK/LOT#: 0/ FEE SUMMARY ESTIMATED PROJECT VALUATION: 205,000.00 FEES Total Valuation .00 TOTAL -00 . Comments I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume £ull responsibility for compliance withthe Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under thia permit. Plans subject to field inspection. Signature of contractor/owner date 1. This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (H) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new pesmit may be acquired for a fee of oce-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Huilding Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. 6. The issuance of a pexmit or the approval of drawings and specifications shall not be construed to be a pesmit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. A11 planreview is subject to field inspections. " Signature of Chie£ Huilding Offical date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. 3j q6 o -q tc 4 ~ COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: A%ikW- G~7127.~ic~ J > TiIH~~✓ Loas~ OaM~_rs r ZA&,e ZoeeLTj_ 2 -~/r-z✓.,~uv LfG~Lz~~/ /07-~ ~✓~if- When corrections have been made; call for re-inspection at 303-: Date FoGel KeatincWaGner Polidori Shafner Attorneys ¢t Law March 28, 2006 VIA REGISTERED MAIL John W. Suthers, Esq. Office of the Attorney General 1525 Sherman Street, 5`h Floor Denver, CO 80203 Wheat Ridge City Council City of Wheat Ridge Municipal Building 7500 West 29`h Avenue Wheat Ridge, CO 80033 Mayor Jerry DiTullio City of Wheat Ridge Municipal Building 7500 West 29`h Avenue Wheat Ridge, CO 80033 Gerald Dahl, City Attomey City of Wheat Ridge Municipal Building 7500 West 29`h Avenue Wheat Ridge, CO 80033 City of Wheat Ridge Muncipal Building Buildina Department 7500 West 29th Avenue Wheat Ridge, CO 80033 l r?q~' a Vry ry~l RE: GOVERNMENTAL IMMUNITY NOTICE ISSUED PURSUANT TO C.R.S. §24-10-109 Claimant: Robert Weiner TO THE ABOVE-NAMED GOVERNMENTAL ENTITIES: I Fogel Keating Wagner Polidori Shafner, P.C. . 1290 Broadway. Swte 600 o Denuer, Colorado 80203 . . ~ This Notice is being served to you pursuant to C.R.S. §24-10-101, et seq., and includes the information required pursuant to C.R.S. §24-10-109. This notification arises out of an incident which occurred on December 27, 2005: A. NAME AND ADDRESS OF CLAIMANT: Robert Weiner 4703 Clay Street Denver, CO 80211 B. NAME AND ADDRESS OF ATTORNEY FOR CLAIMANT: Alan C. Shaf:ie:, Esq. FOGEL KEATING WAGNER POLIDORI & SHAFNER, P.C. 1290 Broadway #600 Denver, CO 80203 C. FACTUAL BASIS FOR THE CLAIM: Upon knowledge and belief, the Claimant provides the following concise statement of this claim: On December 27, 2005, the Claimant went to the Police Evidence Building located at 11220 45`h Avenue, Wheat Ridge, Colorado. This was a city owned property under construction. Claimant was examining the second floor construction site to determine the needed electrical work when he fell approximately 25 feet through an open hole in the floor. The hole which the Claimant fell through was unmazked, unguazded and no waming signs were present to wam individuals that a hazazd and dangerous condition was present. Our understanding is that the aforementioned hole violated OSHA standazds. Our understanding is that immediately after the fall, the hazazdous condition was corrected and the hole was filled. D. PUBLIC EMPLOYEE INVOLVEMENT: The public employees involved in this incident are unknown at this time but our investigation is continuing. E. THE NATURE AND EXTENT OF INJURIES SUFFERED TO THIS DATE: Mr. Weiner was taken by ambulance to St. Anthony's Hospital where he underwent several surgeries for orthopedic injuries including but not limited to a sacral fracture, a tibial plateau fracture and L4-5 right transverse fractures. He also suffered a closed head injury. F. MONETARY DAMAGES: Mr. Weiner is seeking monetary damages for the injuries that he sustained in the accident. Further, Mr. Weiner also is seeking monetary damages for medical expenses, pain, suffering, physical impairment, emotional distress, inconvenience, and other non- economic damages, loss of wages, and loss of eaming capacity. The total amount of Mr. Weiner's damages is presently milrnown and will be determined in the future. These damages, including medical bills and wage loss, are continuing and probably exceed $75Q000. The acts and omissions of the named and unnamed pubiic employees of the City of Wheat Ridge aze the direct and proximate cause of the physical injuries and economic losses Mr.. Weiner sustained and a direct and proximate result of the negligence of the City of Wheat Ridge. Should you have any questions regarding the foregoing, please do not hesitate to contact me. Thank you for your attention to this matter. Very truly yours, C/~ 4/ C4A~_- Alan C. Shafner ~ ~ e _n a N L-~ W W O r C ~ ~ a ~ rn ~ aa R. A ~ C7 ~ ~w~o w 0 9 p rn 00 o c ~ o rn ~ 0 • 3 O a m N m 0 W n o~~ 3~W<Tl• NF~'~ CWNJJ~ 0 al. Z• o• oi~ R)o m a 0 ~ ~ t~ P ~ ~11 0 ~ m ~ ~ ~ ~ r• ~ ~ ~ L~ ~ ~ r• ~ O ~ ~ ~ ~ ~ ~ x m ~p ~I - W _ 3 C C' o ~ s n' D]J Z Cq o 3 W<il• ONOT3~ m COJN3~ '0 C ] m rn I, COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 11220 Gcl. > p c~G/G,Oi.cil ,0~~9iC'T•c1~~/T ~/oT Date g D~ DO NOT REMOVE THIS NOTICE ~ o.N! tc9aX~t3 ~~/C~o.Su.P~ • When corrections have been made, call for re-inspection at 303-234-5933. 111~1 COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: G When corrections have been made, call for re- pection at 303-234-5933. / 1~7 Date: 0,-I--ez . . . . . Permit Number : Building Permit 19602 CTTY OF WHEAT RIDGE 12/20/2005 . . . 7500 West 29TH Avenue . . . `~p . Wheatridge, CO 80033 InSpeCfion Line 303-235-2855 C'iKa~ 303-234-5933 Commercial Fire Alarm . . PROPERTY 11220 4$th AV . . . . Ulllt: . . . owxER: City of Wheat Ridge - Police Evidence Bl (303) 205-7601 . Description . . . . . . . . . . . Fire Alarm System IFEES FCONT-RACTORS Units: . Occupancy::.Walls: RooB . . Stories: SqFeet o . IherebycerUfytha[NesHbnckdivuncu osedby[hb [ pplicatlonareaccurate,auddonotnola[eappllsahl ydnanas,rvluorregWsfiovgotfEeCityof . Wheat Ridge or covenaufs, eaumen resMCtiore of rec ; Not ail m unmenss showq and sllegations mede are accunte; [hat I hrve rud aud vgree fo ahlde by allconditlo~uprintedonWisa caoon,audthe[la efWlrespons' Iity forcomplbncewi[h[M1eWheatAidgeBUOdingCotle(I..B.C.)audaVofherapplicable . . . . Wheat Ridge orNneueu, fo ark wdu [hu c . . . . . . . . . . . / ~ ~ . . . ' (OWIQER)(CONT ~ . . . . . . SIGNEDDATE . . . 1 TTispemii[wasissuediuaccordenttwilh[heprovRioa¢setfoMiuyourapplicvtionsntlissubjm[bNelawso([M1eSphofColondasntl[ofLeZOnivg Regulntloos sod Buflding Code of Wheat Ridge, Colando ar any othu epp4eahle ordiuance of the Ciry. . 2Every pcimit Lssved shall baome iova4d onkss 0e work on Ne site autM1Orued by sucb permit is commeuced wiNin 190 days aRer in ivsoance, or IftM1e work . . . : auNOrizMonthesi[ebysushpermi[ususpeudedora6mdonetlferaperiodof180tlrysaflertM1etlmeofworlctsmmmenttd. . . . . 3 Ifehupermitwp'ves,snewpumilmrybe.acqnired(orafceofonrhalfNeamomtnormvllyrequ(red,providednochangcvM1avebceoor.wlllbemade(n[he . . . orlglovlplausantlspaNutionaantlanysuepenaionorabandoomen[hasuotexnededone(1)yeaelfchavges remadeorUSmpensiooorabantlovmmt . . . reetlsone(3)YeayfullfeasM1dlAepaidforaoewPermit. . . . . . . . . . 0 .lVOworkotany.mannersM1vllbedoneNaCwJlehangethenaNralMwafwalereausiogadretuageproblem. . . . ' . 5 ~ Contracmrshe0mtifytFeBuildinglnspecmrtwenry-fow(14)M1OUrs inadvanreforallinapatiums.andahullreceivewtlnenapprovdaninspmUoncardbefore . proceetlingwlthsuceessivePhuesa(Nelod . . . . . 6Th anceofn theap o drewin ecificatiowsM1nllm[becoustmetl[obevpermi[foymranappmvalof,enyWoletionofthe . provis(~v~ YOlhecardinan mleorregulation. . : . . . . . ~ Ch ~ • . . iefBuildinglnsPttror Ss . . . . . . . . SIGPIIDDATE . . . Wednesday, December28, 2005 . . . . . . Page 1 of 1 Building Permit CTI'Y OF WHEAT RIDGE 7500 West29TH Avenue Wheatridge, CO 80033 303-235-2855 '~.3d. GIyoFVM~iYE~dB?~ ~.t. ( . Permit Number 19602 12/20/2005 Inspection Line 303-234-5933 Commercial Fire Alarm PROPERTY 11220 45th Av UIIIt: owNER: City of Wheat Ridge - Police Evidence Bl (303) 205-7601 Descriprion Fire Alarm System Authorized By guilding Approval Zoning Authorized On 11/22/2005 Approved By CR Subject ro field insp. AuthorizedBy FireDepartmen[Approval Zoning Authorized On 11/30/2005 Approved By SS See Comments Wednesday, December 28, 2005 Page I of 1 Arvada Fire Protection District Division of Fire Prevention Fire Detection Systems 1351 W 121'Ave Westminster, CO 80234 RE: Fire atarm system review for 11220 W 45th Ave. Police Evidence Bldg. 11/30/OS The following aze our plan review comments for the installation of the fire alarm system; 1) Fire alarm evacuation signals shall be subject to field inspection. Additional units may be required. IFC 03 907.10.2. 2) The installing contractor sha11 provide calculations for the sound level in the proposed azea or building. Upon completion of the acceptance test, the contractor shall provide audibiIity test results to the Fire Mazshal that show compliance with the decibel levels as required by the fire code. IFC 03 9Q7_10.2_ 3) The pernutted shall provide written certification to the Fire Mazshal that the system has been installed in accordance with the approved plans and specifications. IFC 03 907.18. 4) Fire alarm systems required by this code shall be supervised by an approved central, proprietary, or remote station service or local alazm which will give an audible signal at a constantly attended station. IFC 03 907.1.5, Amended. 5) A sarisfactory test of the entire system shall be made in the presence of the Fire Mazshal. All system functions shall be tested. IFC 03 907.16. 6) Any code requirements arising from construction. 7) Plans resubmitted due to inadequate information, revision, or re-inspection due to system failure, contractor's delay, etc. shall be subject to a re- inspection fee. 8) An approved key box shall be installed to provide access to a structure or an azea reshicted because of secured openings. Applications available upon request. IFC 03 506.1. 9) Twenty-fotur boura notice required foz all tests and inspections. IFC 03 105.2.2. 6503 Simms Street • Arvada, Colorado 80004-2607 •(303) 424-3012 • Fax (303) 432-7995 B RowN CONSiNUC110N SUBMITTAL COVER SHEET P.O. BoX 1048 Westminster CO 80036-1048 Ph# 303-430-8935 Fax# 303-430-8940 City of Wheat Ridge Police Evidence Storage Bldg. Project # M-02-04 W.M. Brown Project 420523 Date: W.M. Brown Submittal No.: 12 Specification Section: DESCRIPTION: Fire Detection. COMMENTS: L:7:-:; " Reviewed By: Crai Anderson Project Manager 11/OS/OS Includes: Equipmentl Product Data Fire Detection Design Drawings STAMPED Fire Detection Drawings 1351 W 721stAve. Westminster, C0.80234 Phone: (303) 438•8088 Fax (303) 457-2710 Customer C&R Electric 10475 Irma Dr. Unit 13 Northglenn, CO. 80233 Supplier Fire Detection Systems LLC 1351 W 121stAve. Westminster, CO. 80234 Project Evidence Storage Facility Project # 7214 Type of Equipment Notifier Fire Alarm System Date 10131/2005 Notifler NFW-700 Fire Alarm System Control Panel Notifier NP-100 Intelligent Addressable Photo Detector Notifier NP-100T Inteiligent Addressabie Photo / Thermal Detector Notifier NOT-BG12LX Addressable Manual Pull Station FDS Custom Graphic Map Noti£er P1224MC Horn Strobe, 12/24 Volt, red, multicandela Notifier 57224MC Strobe, 12124 volt, red, MultiCandela Interstate BSL1075 Battery, 12 volt, 7.2 AH ~J NOTI FI E R° GENERAL The NOTIFIER FireWarden-100 (NFW-700) is a 6ompact, cost-effective, intelligent addressable fire alarmcontrol panel with a capacity of 198 addressable NOTIFIER de- - vices on one Signaling Line Circuit (SLC) and a built-in 14.41K Baud modem for remote site upload/download or remote monitoring. The Signaling Line Circuit (SLC) loop supports up to 99 addressable detectors including photoelectric, photoelectric with heat, ionization, photoelectric duct, fixed heat, and fixed heaEwith rate-of-rise detectors. It also supports up to 99 addressable modules including monitor (hvo-wire detec- tor, normally open devices), conventional two-wire smoke monitor (supervise compatible rivo-wire smoke detebtors), and relay (two Form-C) modules. The panel uses surface- mount technology and is designed for ease of installation, programming, and maintenance. It features the latest in advanced fire protection technology, including mainte- nance alert and automatic detector test functions. SPEC(AL FEATURES: • Built-in 14.4K Baud modem. • Se/ectab/e strobe synchronization per NAC. • Remote sife uploadldownload. • Four C/ass 8 or two C/ass A NAC circuits. FearuRes SLC Loop: • SLC can be configured for NFPA Style 4, 6, or 7 operatiori. • SLC supports up to 198 addressable devices (99 de- tectors and 99 monitor, control,. or relay modWes), in- cluding addressable smoke detectors, heat detectors, and duct detector. • SLC loop maximum length 10,000 ft. (3,048 m) @ 12 AWG (3.1 mm'). Requires twisted, shielded wire (3,000 ft./914.4 m untwisted, unshielded wire). Notificafion Appliance Circuits (NACs): • Four onboard NACs with additional NAC capability us- - ing ootput control modules (NC-100). • Silence Inhibit and Auto Silence timer options. • Continuous, March Time, Temporal or California code for main circuit board NACs with two-stage capability. • Selectable strobe synchronization per NAC. • 5.0 amps total NAC power with XRM-24. Advanced Fire Technology: • Sensitivity testing with printable results, onsite or offsite. • Automatic drift compensation. Programming and Software: . • Autoprogram (learn mode) reduces installation time. • Fully programmable from local. keypad, local PS-2 key- board or PC via VFWARDEN-CD WindowsOO utility. November 2, 2004 - DN-7005 • A1-101 FireWarden-100 Intelligent Addressable FACP (NFW-100) with Built-In 14.4K Baud Modem - Section: Addressable U~ 0 LISTED S635 • Remote site upload/download capability. . • Two-level user-programmable passwords. . • Custom English labels (per point) may be manually en- tered or selected from an internal library file. • Two programmable Form-C relay outputs. • 99 software zones. User /nferface: • Built-in 14.4K Baud modem (DACT).• Remote Acknowledge, Silence, Reset and Drill via addres- sable monitor modules, ACS Series annunciators or FDU-80 remote annunciatoc • EIA-232 printerlPC interface (variable baud rate) on main circuit board. • Integral 80-character LCD display with backligMing. • Real-time clock/calendar with automatic daylight savings adjustments. - • History file with 1,000-event capacity. • EIA-485 supporting up to 32 ACS Series annunciators. EIA-485 supporting up to 32 FDU-80 annunciators. Maintenance alert warns when smoke detector dust ac- cumulation is excessive. . Automatic device type-code verification. . cont'd pg. 3 NOTIFIER@ is a Honeywell company. This document is no[ intended to be used for installation purposes. We try to keep our = NWAZZM~ ISO 9001 product information up-to-date and accurate. We cannot cover all specifc applications or anticipate all requirements. All specifcations are subject to change wilhout notice. UI-Tq-:77TMTI=T.l. ' For more information, contac[ NOTIFIER. Phone: (203) 484-7161 FAX: (203) 464-7178 ID ENGINEERIN6$ MIJYOFACIOBING MatleintheU s A ~J NOTIFIER 12ClintomiileROad,Northford,COnnectiwt 06472 . . . QUALITY SYSTEMS DN-7005 • 11l02/04 - Page 1 of 4 One person audible or silent walk test with walk-test log and printout. Point trouble identification. Local piezo sounder. Waterflow (nonsilenceable) selection per monitor point. System alarm verification selection per detector point. PAS (Positive Alarm Sequence) and presignal delayper point (NFPA 72 compliant). Optional4XTM module (conventional reverse polarity/city box transmitter). CONTROLS AND INDICATORS LEDINDICATORS . 1. AC POWER (green) 2. FIRE ALARM (red) 3. SUPERVISORY (yellow) 4. ALARM SILENCED-(yellow) - 5. SYSTEM TROUBLE (yellow) 6. MAINTENANCE(yellow) - 7. DISABLED (yellow) - 8. BATTERY FAULT (yellow) 9. GROUND FAULT (yellow) MEMBRAN E SWITCH CONTROLS 1. ACKNOWLEDGE/STEP 2. ALARM SILENCE 3. DRILL 4. SYSTEM RESET (lamp tesl) 5- 16. 12-key pad with full alphabet 17 - 20. 4 cursor keys 21. ENTER FIELD-PROGRAMMING FEA7URES OFFL/NE PROGR.4MMING: Create the entire program in your office using a Windows~-based software package (or- der programming kit VFWARDEN-CD separately). Up- load/download system programming locally to the FireWarden-100 in less than one minute. AUTOPROGRAMM/NG: Command the FireWarden-100 to program itself (takes less than 30 seconds). In the Auto- Progcam mode, the FireWarden-100 scans for all possible devices at all addresses, stores the device types, and ad- dresses found, and then loads default values for all op- tions (General Alarm). It also checks for two or more de- vices set to-the same address: ONL/NE EDIT: While still providing fire protection, the FireWarden-100 may be programmed from the front panel. Simple menu trees displayed on the LCD allow the trained user to pertorm all functions without referring back to the programming manual. ENGLISH LABEL LIBRARY: Quickly select labels from a standard Iibrary of more than 50 adjectives/nouns, such as "FLR 3 HALLWAY," or enter custom labels letter-by-letter. Use recall function to repeat previously used label. PROGRAM CHECK:-Automatically catch common errors, such as control modules not linked to any zone or input point. MAINiENANCE ALERT The FireWarden-100 continuously monitors each smoke detector and is capa6le of reporting maintenance condi- tions. This reduces the risk of false alarms due to dust accumulation. Refer to the control panel installation manual for more information. AUTOMATIC iEST OPERATION The FireWarden-100 performs an automatic test of each detector every tivo hours. Failure to meet the test limits causes a TESTF trouble type. System Reset clears this trouble. NFPA STANDARDS The FireWarden-100 complies with the following NFPA 72 Fire Alarm Systems requirements: • LOCAL (Automatic, Manual, Waterflow and Sprinkler Su- pervisory). - • AUXILIARY(Automatic, Manualand WaterFlOw) (requires 4XTM). • REMOTE STATION (Automatic, Manual and WaterFlow) (requrres 4XTM). • PROPRIETARY (Automatic, Manual and Waterflow). • CENTRAL STATION (Automatic, Manual and Watertlow, and Sprinkler Supervised). - - SPECIFICATIONS AC Power - T61: 120 VAC, 60 Hz, 3.0 A. Wire size: mini- mum 14 AWG (2.0 mm') with 600 V insulation. Battery (lead acid only) - TB2: Maximum charging circuit: Normal flat charge 27.6 VDC @ 0.80 A. Maximum battery charger capacity: 18 AH. FireWarden-100 cabinet holds maximum of two 18 AH batteries. For 25 - 120 AH batter- ies, use the CHG-120 or CHG-75 Battery Charger and BB- 55 Battery Box. - NOTE: Jumper JP3, on the FACP main circuit board, must be cut to disab/e the FACP battery charger when using the CHG-120. Remote Synchronization Output - T62: A 24 VDC, 40 mA signal that mimics the sync signal of NAC 1 and can be utilized by remote power supplies such as the FCPS-24S6/ -24S8. This allows NAC devices attached to the power supply to synchronize with the devices connected to NAC 1 of the FACP. Communication Loop -(standard) TB8: 24 VDC nomi- nal, 27.6 VDC maximum. Maximum /ength: 10,000 ft. (3048 m) total hvisted, shielded pair length. Maximum /oop cur- rent. 400 mA (shoR circuit) or 100 mA (normal). Maxrmum loop resistance: 40 ohms. Supervised and power-limited. Notification Appliance Circuits -TB4: Power-limited cir- cuitry. Maximum voltage drop in wiring: 2.0 VDC. Nominal operating voltage: 24 VDC. Current/imitfuseless, electronic, power-limited circuitry. Maximum signaling current per cir- cuit: 2.50 A. End-of-Line Resisfor 47K ohm, 1/2 watt (P/N 71252, UL Listed) for NACs. Refer to NOTIFIER Device Compafibility Document for listed compatible devices. Programmable and Trouble Output Relays - TBS, TB6, T67: Confactrating: 2.0 A@ 30 VDC (resistive), 0.5 A@ 30 VAC (resistive). Form-C relays Four-Wire Resettable Smoke Detector Power (24 VDC nominal) - TBt, Terminals 3(+) g, 4(-): Maximum ripp/e voltage: 10 mVRms. Up to 0.5 A for powering four-wire smoke detectors. Power-limited circuit. Refer to NOTIF/ER Device Compatibility Document for listed compatible de- vices. Nonresettable Power #1 (24 VDC Nominal) -T61, Termi- nals 3(+) & 4(-): Maximum ripple voltage: 10 mVams. Up to 0.5 A total DC current available from each output. Power- limited circuit. TB1, Terminals 1(+) & 2(-) can be config- ured as resettable 24 V or non-resettable via JP4. NOTE /f using optional XRM-24, total NAC and auxiliary cur- rent draw cannot exceed 6.0 amps. EIA-485 (ACS) -TB6: ACS annunciator connector, Termi- nal 1(+) and Terminal 2(-). EIA-485 (TERM) - T67: Terminalmode annunciator con- nector, Terminal 1(Out 2(In.+), 3(Out 4 (in -).EIA-232 - TB8: PC/printer connector, Terminal 1- (Trans- mit), 2 (Receive), 3 (DTR), 4 (Ground). DN-7005 • 17/02/04 - Page 3 of 4 a NOTIFIER° October 20, DN-6995 • At-310 NP-100(A) and NP-100T(A) Addressable Photoelectric Defectors Section: Addressable GENERAL The NP-100(A) and NP-100T(A) addressable, low-profile plug-in photoeleciric detectors use a state-of,the-art photoelectric sens- ing chamberwith communications to provide open area protec- tion and are used exclusivelywith NOTIFIER's FireWarden-700 Addressable FireAlarm Control Panel (FACP). The NP-100T(A) adds thermal sensors that will alarm at a fixed temperature of 735°F (57°C). Since these detedors are addressable, theywill help emergency personnel quickly locate a fire during its early stages, potentlally saving precious rescue time while also reduo- ing property damage. Two LEDS on each sensor light to provide a local, visible sensor indicafion: Remote LED annunciator capabil- ity is available as an optional accessory (P/N R4400Z). uL MARYLAND ~ State Fire Marshal Permit # 2173 LISTED 57115 FEAiURES SLC /oop: • Two-wire loop connection. • Unitusesbaseforwiring.. Addressing: - • Addressablebydevice: • Direct becade 01-99 (FireWarden-100) entry of address. Architecfure: • Uniquesingle-source,dual-chamberdesigntorespondquickly and dependably to a broad range of fires. • Sleek, low-profile design. • Integral communications and built-in type identification. • Built-intamper-resistaotfeature. • Removablecoverandinsect-resistantscreenforsimpiefield Geaning. Operation: . • Withstands air velocities up to 4,000 feet-per-minute (20 m/ sec.) without triggering a false alarm. • Fadory presetatl.5%nominalsensitlvityforpanelalarmthresh- old level. • VisibleLED"blinks"whentheunitisaddressed(communicat- ing With the fire panel) and latches on in alarm. Mechanicals: • Sealed against back pressure. • Diredsurfacemountlngorelectricalboxmounting. • Mounts to: single-gang box, 3.5" (8.89 cm) or4.0" (10.16 cm) octagonal box, or4.0" (10.16 cm) square electrical box (ustng a plasferring-included). Ofhersystem features: • Fully coated circuit boards and superior RFltransient protec- tian. • 94-VOplasticflammabilityrating. • Low standby current. Opfions: • Remote LED outputconnection (P/N RA400Z). 6934PM1Ot.IP9 NP-100(A) with 6710LP ba 8935pt NP-5 vu i (s+) wnn 8710LPbase SPECIFICA710NS Voltage range:'15 -32 VDC (peak). Standby current: 300 pA @ 24 VDC. LED current: 6.5 mA @ 24 VDC (latched "ON"). Airvelocity: 4,000 fl.lmin. (20 Msec.) maximum. Diameter: 6.1"(15.5 cm) installed in 6710LP base. Height: 2.1"(5.33 cm) installed in B710LP base. Weight: 3.6 oz. (102 g). Operating tempereture range: for NP-900(A): 0°C ta49°C (32°F to 120°F); forNP-f 00T(A): 0°C to 38°C (32°F to 100°F). Temperature: 0°C-49°C (32°F-'120°F). Relative humidity: 10%-93%, non-condensing. NOTIFIERO is a Honeyweil company. '~O ~oo~ This documenl is not intended to be usetl for installation purposes. We try lo keep our product information up-to-date and accurate. We cannot cover all specifc applications or anticipate all requirements. All specifications are subject to change without notice. ETT For more infortnation, contacl NOTIFIER. Phone: (203) 484-7161 FAX: (203) 684-7778 ENGINEERIN6 fl MIINIIFAC711RING . a NOTIFIERm 12ClintonvilleROad,Northford,COnnecficut 06472 QUALITY SYSTEMS DN,6995 • 10/20/04 - Page 1 of 2 September 76, 2004 . DN-7001 • At-380 I o NOT BG12LX O N OT 1 F 1 E R addressable Manual Pull Station for FireWarden-100 - Section: Addressable GENERAL The NOTIFIER NOT-BG12LX is a state-of-the-art, dual-ac- tion (i.e.; requires two motions to activate the station) pull statiorrthat includes an addressable intertace (mounted in- side) for NOTIFIER's addressable FireWarden-100 fire alarm control panel. Because the NOT-BG12LX is addressable, the control panel can display the exact location of the acti- vated manual pull station. This leads fire service personnel quickly to the location of the alarm. FEA7URES • Aesthetically pleasing, highly visible, dual-action design. • MeetsADA 5 Ib. maximum pull force. • Easily operated (dual-action). • Attractive shape and textured finish. • Mounts, semi-flush, to a standard single-gang (2.125" [5.398 cm] minimum depth), double-gang, or 4.0" (10.16 cm) square electrical box. • When the handle latches in down position, the word "AC- TI VATED" appears at the top of the handle in bright yellow to clearly indicate the station has been operated. • Key/lock reset; needs only a 1/4-turn to lock/unlock. • Includes Braille tezt on station handle. • Captive screw terminals wire-ready for easy connection to SLC loop (accepts up to 12 AWG/3.1 mm2 wire). • Optional trim ring (BGTR). • Meets UL 38, Standard for Manually Actuated Signaling Boxes. • Maintenance personnel can open station (for inspection and testing) without causing an alarm condition. • Built-in bicolor LED, which is visible through the handle of the station, flashes red in normal operation and latches on steady red when in alarm. . ENGINEERING SPECIFICAYIONS Manual Fire Alarm Stations shall be non-code, with a key- operated reset lock in order that they may be tested, and so designed that after actual Emergency Operation, they can- not be restored to normal except by use of a kaX An oper- ated station shall automatically condition itself so as to be visually detected as activated. Manual stations shall be con- structed of red-colored LEXANO (orpolycarbonate equiva-. lent) with cleariy visible operating instructions provided on the cover. The word FIRE shall appear on the front of the stations in white letters, 1_00 inches (2.54 cm) or larger. Sta- tions shall be suitable for surface mounting on matching backbox SB-10 or SB-I/O; or semi-flush mounting on a stan- dard single-gang, double-gang, or 4.0" (10.16 cm) square electrical box, and shall be installed within the limits defined LEXANB is a registered trademark of GE Plastics, a subsidiary of General Electric Company. Patented, U.S. Patent No. D428,351; 6,380,846 U.S. Patent Pending: 091686,286 - U~ 0 LISTED S692 by the Americans with DisabilitiesAct (ADA) or per national/ local requirements. Manual Stations shall be Underwriters Laboratories listed. . Manual stations shall connect with two wires to one of the control panel SLC loops. The manual station shall, on com- mand from the control panel, send data to the panel repre- senting the state of the manual switch. Manual stations shall provide address setting by use of rotary decimal switches. - ELECiRICAL SPECIFICAiIONS Normal operating voltage: 24 VDC. Maximum SLC loop voltage: 28.0 VDC. Maximum SLC loop current: 230 NA. NOTIFIER@ is a Honeywell company. '~O ~oo~ This document is not intended to be used for installation purposes. We Iry to keep our pmduct information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. AO specifications are su6ject [o change without notice. For Ill ~z . more information, contact NOTIFIER. Phone: (203) 484-7167 FAX: (203) 484-7118 ENGINEERIN 8h7ANOHIC70RING 0 NOTIFIERID 12ClintonvilleROad,Northford,Connecticut 06472 QUALIiY SYSTEMS ON-7001• 09/16104 - Page 7 of 2 The NOT-BG12LX Addressable Manual Pu/l Stafion ~~Fa 7 Fire Detection Systems ~NTERIOR GRAPHIC MAP 1351 West 121 st Avenue Westminster, Coloredo 1303-038-8088 CORPORATE PLAZA 40 ' n ~ 4 o ~ m ~ m,s, m m~; m m m,m 0 m m ° • ~ ~ ~ m 0 ~ m m YOU ~ m m ARE HERE ~cEno ~ru~u.wrnmmmaivu,o. . a. . ~r.muunwcwma m . ~ ~nwxmuw GM1 O~S PWlFIi511PPLY Q PGEMPENSMOPIJJ6 QE 9MO1(E~ElC4i~ ~ 0.WJWLPILL6'~ATON i~pS OVLIOEl9:lqi FIRST FLOOR SECOND FLOOFi THIRD PLOOfl ASSENIBLY FROM FRONT TO BACK * A Fi7I,L COIAR Image is priu[ed on High Gloss Bond. Typical Background is white. Different wlor backgrounds are available upon reques[. * A set of spdng retainers hold the bond image in place to a firmly fixed 8" tltick aluminum frame. • Standard frazne comes in matte b(ack finish. * Mounting bazdwaze allows for firm and sewre placement on a variety of surface materials ' Designed to be used indoors (unless an outdoor container has been included). STANDARD SIZES 8" x 10" 12" x 16" 24" x 30" 36" x 40" 8" x 12" 12" x 18" 24" x 36" 36" x 48" ] 0" x 12" 18" x 24" 30" x 36" Custom 12" x 12" 24" x 24„ . 36" x 36" * Custom sizes aze available upon requesk **Note: No backlighting, LED's, or other electronic presentation materials aze available on this . product. . June 15, 2004 DN-6941 • J-80 SpectrAlertO O N OT 1 F 1 E R selecfable Output Strobes and Horn/Strobes - - Section: AudioMsual Devices GENERAL The System Sensor SpectrAlert@ Selectable Output Strobes and Horn/Strobes offer enhanced features that include the widest rangeof candela, options available and the ability to recognize andself-adjust for either 12- or 24- . volt operation. . Performance-. SpectrAlert(D selectable-candela wall- mount strobes and horn/strobes offer key ~performance fea- tures associated with the SpectrAlertO name. The select- able-candela s[robes and hom/strobes offer average curv rent draws-that are not only lower than conventional fized- candela SpectrAlert products, but also lower than similar selectable-candela products. By wnsuming less wrrent, it is possible to connect even -more devices per loop; re- sul6ng in a Iowerinstalled cost.- . Installation. SpectrAlertO selectable-candela strobes and horn/strobes offer the installation-friendly features of the line, such as the option of 2- and 4-wire operation; the~ ability fo use standard-sized backboices with no encroach- ment into the box; and universal mounting incorporating - tfie.labor-saving QuickClickTa" feature. Such labor-saving. features make wire . connections simple and fast,furthec - reducing installed-:cost. - - - - Flexibility. SpectrAlert@ multi-candela strobes and horn/ strobes offer the broadest range of candela options. In ad- dition, the selectable-candela strobes and horn/stro6es cadoperate oneither 12 or 24 volts with no adjustment . required - the device recognizes and self-adjusts to the correct operating voltage automatically. Temporal 3 or con- tinuous tone options continue tb be available, in either an electromechanical or 3 kHi pattem. . Aesfhe#ics. -SpectrAlert@ selectable-candela strobes and horn/strobes incoryorate the same stylish,, low profile de. - sign of the conventional SpectrAlert& products, for a con- - sistent and aesthetically pleasing appearance across the entire product line: FEATURES • Widest range of candela options: 12 V: 15 and 15175 candela. 24 V. 15, 15175, 30, 75, 110 candela. • Operates on either 12 V.or 24 V. • Easy candela selection with side vieWing window. • Lower current draw. • Field-selectable horn tones (horn only offered): - Eledromechanicai 13 kHz. ' - . Temporal 3 / Non-Temporal 3. - - High/LowdBAoutput:-..~ . • Easy DIP switch selection for horn options. • -Easy mounting with QuickClickTM'. • Synchronizable with MDL Sync•CircuitTM' module or equipment with SpectrAlert(D Sync Protocol. • Meets UL 1971, NFPA 72, and ADl1 signaling require- U~ California ~i Marshai~re 71 2 5-1 20 9 22 3 LISTED cssas _ 7125-1209:222 C5548 54011 55512- nnC AGfy IYI 126-02-E 122-02-e APPROVEO H12/24 w/Universal Mounting - . Plate (D-MP) SpectrAlertO, SynrCircuitT"', and QuickClick'TM are trademarks of System Sensor. . NOiIFIER@isaHoneywellcompany. '~O ~oo~ This tlocument is not intentletl to be used for installation purposes. We iry to keep our pwGUCt information up-to-tlate antl accurate. We cannot cover all specifc applications or ' anticipate all requiremen(s. Ali specifications are subject to change without notice. -n7ZT3TTr,1 Fo/r m~ore information, contact NOTIFIER. Phone: (203) 4847161 Fnx: (zoa)asa-7iia - FN61NFfRIN6 &MANIIFACNRIN6 ~~V)NOTIFIER' 72ClintonvilleRoad,NorthPord,Connecticut 06472 QUALITY SYSTEMS For sfrobe candela se- lection, adjust slide switch /ocated on the DN-6941 • 06H5/04 - Paae t of 3 w/5ma11 Footprint Mountlng Plate (S-MP) . P1224MC w/Universal Mounting ' Plate (D-MP) ft* SpectrAlert Ordering lnformation Horn/Strobes. Strobes and Horns Accessories _ Modei Model P1224MC Selectable Output HoMStrobe, 12124 wlt, red MDL SyncCircuit Module, red P1224MCW Selectable Output HoMStrobe, 12124 wlt, white MDLW Sync•Circuit Module, white P1224MCP Selectable Output HorNStrobe, 12l24 wlt, red, plain housing MDLA Sync•Circuit Module, red, Canadian model P1224MCPW Selectable Output HorNStrobe, 12/24 wlt, white, plain housing MDLWA Sync•Circuit Modute, white, Canadian model P1224MCK Selectable Output HoMStrobe, 12124 wlt, red, weatherproof 5-MP Small Footprint Mounting Plate, red, for singlegang back box P7224MCSP Selectable Output HoMStrobe, 12124 wlt, red, "FUEGO° housing S-MPW Small Footprint Mounting Plate, white, for singiegang back box 512241VIC Selectable Output Strobe, 12124 wlt, red BBS Surface Mount Back Box Skirt, red 51224MCW Selectable Output Strobe, 12/24 wlt, white BBSW Surface Mount Back Boz Skirt, white 51224MCP Selectable Output Strobe, 12/24 wlt, 2d, plain housing DMP UnKersal Mounting Plate (replacement), red Selectable Output Strobe, 12124 wlt, white, plain Un'nersal Mounting Plate (replacement), 224MCPW Output Strobe, 12124 wlt, 2d, Box Notes "FUEGO° housing Hom, 12124 wit, red Hom, 12124 wlt, white Agenry Listings- Indoor models: UL, ULQ FM, CSFM, MEA. Weatherproof models: UL, CSFM (strobe only), MEA, ULC. AII of these SpectrAlert products are designed for wall mount only. All weatherproof models musf use weatherproof back box modd VJ68. Installation of Iess than 75 randela strobes may be permissible underthe equivalent facilitation clause ofthe ADAAG (Sec.22). However, it is the responsibility of the person or entity designing the fire alarm system to determine the acceptability of less than 75 candela strobes. All 15lI5 candela strobes or horn/ strobes are recommended for 20' • 20' rooms or less. Vigo 2~31i L~ di31R lux6k ~ ~ = U* ~ ~.~s.~'xrtt TS" IF] DN-6941 • 06115104 - Page 3 of 3 % Spec"sficatioot Shest Sealec! LeadnAcid Batteries BSL1075 (PC1270) Capacity Speeifications Cut-off Voltaqe 20 Hr Rate (0.36 A) 7.2 Ah 1.75 v/c 9 25°C 10 Hr Rate (0.65 A) 6.5 Ah 1.70 v/c 5 Hr Rate (1.14 A) 5.7 Ah 1.55 v/c 1 Hr Rate (4.7 A) 4.1 Ah Blce Per Cell Charqe Voltaqe (ronstant) Float 13.5-13.8 2.25-2.30 Cycie 14.4-14.7 2.40-2.45 Discharge Current Amps 80 (5 seconds maximum) Discharge Current Amps 50 (maximum continuous) Max. Charqe Current 2.16 A Approx Finai Charge 0.014 (14 mA) Current (2.25 v/c Fload Approx Final Charge 0.07 (70 mA) Current (2.45 v/c Cycle) Terminal Type Type A/(G aptianal) Self Discharqe 9 months 9 21 °C Case Material ABS - Gray' or Black Uue w~Nrgx in Ih¢ mamRamnrg paem spaif rniom mry tlwge WrM1wn mtix 'Grzy opiim s Flmne PnaNam ABS. Techadca€ Speeiftqtians Nominal Voltaqe 12V Nominal Capaciry 7.2 Ah (20 Hr Rate) Dimensions Lenqth: 150 mm Width: 64.5 mm Heiqht: 95 mm Total Heiqht/Terminal: 101 mm Weiqht Approx 2.75 Kg ~ UniCmmW.50) 0 0 64.5 r-~- e~a~~ita@@a 5 Mm 10 mm 15 mm 30 mm 45 mm 60 mm 25°C A 25.94 17.58 13.3 7.37 5.89 4.61 477~. , _ . 239 25°C A 28.6 18.8 14.31 7.84 6.01 4.83 _v 3 L FT~ 25°C A 15.0 8.31 5.81 4.87 interstatebatferies.eom olntemateBattery SystemofAmeriea,lnc 02/03ws B l,Llldlllg1 lil lllll. . Permit.N19337 ~ CTTY-0F WHEAT RIDGE '~~t 10/11/2005 7500 West 29TH Avenue ~~4 . . Wheatridge, CO 80033 - , , , . lOSpeCfIOO Lltle . . . 303-235-2855 e~tyaPUmea~.E~dgB . . 303-234-5933 . Residential Mechanical PROPERTY 11220 45th AV . Unlt: 303 owNER: City of Wheat Ridge (303) 234-5900 . Description . . . . . . . . . . . Elecfrical service with branch circuit installation for new police evidence shucture. ~FEES ICONTRACTORS Units: ~Occupancy;.Walls. . Roof: : Storiesh.' . SqFeett 0~. . I hereby certify tha[ Ne setback distancu pwposed by tWS permi[ app6aatlou are accuratq and tla not Nole[e app6ca61e ortlineucu,iWu or regWetlam of the Ciry of. Whea[ Hi.tlge or coveuams, easements or rssMc[io s of record; Ne[ ali measurevlevb shawn, nnd allegations mede ue acculate; tha[ I have read and agr¢e m ebide 6y . vil'condlhons prmced an thu applica[iou, and th me (WI respomibility tor complianee wi1M1 tM1e Whevt Aidge Building Code (U.B.C.) and a1lotLer app4c ble .WhwflU,dg~Nnancesfarwo nderthisP i4gu . . . . (OWN R) O CTO : . . '.SIGNED ATE . . 1u permi[ was issued in aordance with t provisiovs set t rth in your appiirntlan and'u subject to the Inws o(Ne Staft of Colorado and to the Zoniug . RegWatiom antlBuiWivgCodeofWheetRidge,CalandoorauyotherappGCebleortlineuces a(theCity. . . E.TFis permtt shalt exp've if(A) Ne work aofhorizW is mt comsencetl wi[hW siaty (60) days Gom (sme dem or (B) the bufiNng authoriud is suspended or - . : . abendoued(oraperiodoflEOdayi. .I . . .'3 .ittLispermitexp'ves;anewpermi[mayb<acqu'vMfaia(eeofonehelf[heamaun[oormellyrequ'ved;pmridetlnociungeshevebeeuorwWhemadeinthe.. originalple2ven4speciLcveansaudauysuspeusionorvbnudamnentFasvotexreetledane(1)yeeoltchvngesarematleorVsuspuuionoiabevdonmen[.. . ncreds ove (1) yeaq tuli fees shall tie paid tor a new permit . . 4.NowarkofanymannersM1e116e4oveNVtwJichangethenatwel9owafwarerenusingadrainagcproblem: . 5 . ConhacrorsM1ellmtlfy~theBuildivgLi.specwrtwenty-four(2A)Aours inadvanttforallivspectiom andshalirecervewntteneppmvalaniuspmtloncardbe(om p edm4 wi[h s ' PM1eses of , ~ . . . . . . bThiss im apPOValofdrawin cefctl siulluotbecons[ruedmheapermiffo, mor auappmvalof,avyviolafiouoftFe p io ~ esyr.~ya manaq Inw, rvle ar regulaboo: . . r C/ A~ . ChIefBWWinglnspeclar. . . . SIGNEDDATE . Tuesday, Oc[ober 11, 2005 . . . . . : Page 1 of I . 10J11/2005 12;24 3034509648 C R ELECTRIC PAGE 02 CONYU l LOPMENT DEPARTIdENT Bullding Permit Number; BUILDIN11 TIONIINE-(303~234s933) Oala: ` CITY OF DGE T506 WE VENUE wHEnr 11 aoo~ • c~aas2essj ~ APPUCATION ProDertYOwner. C:iyProDertllAddress: //at Phone: ConUacta Ucense No'~ 9 ,ya to\ t~ Company:Ci~ ~I 4.~ rpn~f'4~l'afS, Z/1C Phone:~3.1IS0~ab 1 I 1 { I hareby aNM tlwt tlis aeWack d" PmOoean ey Ws pemd~ applcalbn ere accaeia, ena do na vlolate - 5 ~~,~g,~,,~«,~~ ~~p~pp,ay~p~a ~,~,m,,~e,~,isn„esukuonsof Construction value: $ 35,84 rcm~d; aat aa meuuiaiwn~a eeon made are axwete; ihet i na.g read ma aqree m aWde bv Permit FeC: $ ali m~ pim~ an u,ii a~i i mii reeeoneleiu~y ra comdia,w,im me wneat wage plan Review Fee: $ ble Whem Rdga Ordin , rorwonc u~er Lhls partnii. USe Tax: $ Bulldl~ Cade (U,B.C) ab aA mne~ r~LP~.(tt~ {avNmqcoKrructon sm (owNEnHconrRacroR): wu DESCRIPTpN: ECQ 6APSWA& eM Zanwo CoraM1e: J+PDroval: ZAning: BuaM+o CowmRB: Approval; wwcxiowocarswre: Approval: I Total Fee: $ 1 .Fau+ce V/ erzaNerr craaUrr 1wsrnt,AnoN roe A NEw IFLuce O,wJiD 0`4 TNE CRY oF WNR°A7plLLE• SIC: Sq.Ft.: RooF. Stories: Residentlal Units: Eleefrteal Liunae No: ~ 9 PIUqIDltle LICQIIB@ X0: mucnamUai uwnoa nv. CompanY: CrR ~'la 1 C1^'F Company: Company: Eipiradon Dete: R-,.18 ExPiratlon Date: EzPlretlon Date: ApProval: Approval: ApProval: h) fiN pam@ rr lowtl ~ 1N Pro+'N~r ed falh N rim ~CO~ en01s suMen w Vw Irvw d ffiI Stid M CNendo e~ lo IM ZaMnp RpW~lbn~ rMBuqdnOtednd p) 7NSpu~1tM~laOM CalaNexM'oUW8pWe16berdNmeadMeClb. ~nkouNaQedNrwtcomvwnwdv/MM 14tIylBOlderiRemlieuedMwf911h, buAc9ngsuMMeadhwpwiEdvahWwMbra anoea,me.r.. PI ■ I!k 0~ qWM~ ~ me~l W ecqu4aE lor a fw ot mM1%dN Imeum numeBY rWWred. Pmldod na chNpp bna CNn a wtll le m~ M IM w4VUl pl'm md wpnnYen or+andonmrtt M mt wcxdad as (117iov. M cMnOa hew 6een a 1t wepenobn a WuWOnmaR awE, ma (1) Y~c.fuOlMdM&b iu+prmh. ~ NowAoiu7mmnr (S) ConC~ita MuA naUf7 daxlhrivi&NlnyelMnMMOarefw6vuu~byo drdnap~poblom Mry~or M+nadwr RQ AWn m eerane ror au Inapactlom ad ~hall rawwa wrlnen appronl m YuWNon wd bsfen px~pwqhw TM Mwnn d■ d elaaJoE. ~pWrnd ol tlrnplnpl W oF~~ens eA~ rol M combud Oe be a MrmX la. ror m epqoW A, mY NoINm d IM pmlslom M IMEWldlnpadnu atlM14an.Iw,iulsereqpdWon. 10/11/2005 12:24 3034509648 C R ELECTRIC PAGE 01 TO: C A FAX: 31 PHONE: RE: URGENT Pez ouz City of If you have Thanks Kathy HoN C & R ELECTRICAL CONTRACTORS !OX 33448 16500 KOEPKE MILE RD. MEMBER HGLENN, CO 80233 HOYT, CO 80654 ROCKY MOUNTAIN CHAPTER ) 450-6691 (970) 432-5242 INDEPENQENT ELECTRICAL ) 450-9648 FAX CONTRACTORS ASSOCIATION A WBE COMPANY SINCE 1971 :~~i, . I'.~ " .1 MOON" , ,u . WHEAT RIDGE OMM. DEVP. DEPT. FROM:KATHY HOBAUGH PAGES: 2 DATE: 11-11-05 CC: PLEASE COMMENT PLEASE REPLY PLEASE RECYCLE please issue attached parmit. There is no/charge as the is che owrxer. tions, pleasa call -450-6b91 COMMUNITY DEVELOPMENT UEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number Date 17852 10/8/2004 Property Owner: CITY OF WHEAT RIDGE Property Address : 11220 W 45TH AVE Contractor License No. : Phone : 205-7601 Company: Phone: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Valuation : Permit Fee : Plan Review Fee : $0.00 Use Tax: Total: $0.00 Use: Description : 6' HIGH CEDAR PERIMETER FENCE AT OPERATIONS FACILITY BUILDING DEPARTMENT USE ONLY Z'onmg`~C.g t~t"ents SIC : Sq. Ft. : Approval : MR 1017I04. NO BARBED WIRE ALLOWED Zoning : R-1 Please Note: pwner / contractor is responsible for locating property lines and consWcting improvements according ro the Approval : approved plan and required development standards. The City is not responsible for inaccurate infortnation P~ub ic.;~ o ks Comments, submitted within the ptan set and any consWction Approval : errors resulGng ftom inaccurate infocmation. Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No' Company : Expiration Date : Approval: Plumbing License No : Company: Expiration Date : Approval : Mechanical License No : Company : Expiration Date : Approval : (1) This permit was issued in accordance with the pmvisions set fodh in yopur application and is subject to the laws of the State of Coloado and to the Zoning Regulations and Building Code of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall ezpire if (A) the work authorized is not commenced within sixry (60) days from issue date or (8) the building authonzed is suspended 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 ihe amount normally required, providetl no changes have 6een or will be made in the onginal plans and specifications and any suspension or a6andonment has not ezceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done ihat wili change the natural Flow of water causing a drainage pmblem. (5) Contractor shall notify the Buiiding Inspector hventy-four (24) houre in advance for all inspections and shall receive wntten approval on inspection rard before proceediingw cessivg6 seF~sa7Th2'joh` (6) The iss pe br the approv ings and specifcations shall not be construed to be a permit for, nor an approval of, anyviolation of the pr " i 'n~s or ther oNinance, law, rule or regulation. Chief Building Inspector Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT Building Pertnit Number: ~of W~ BUILDING INSPECTION LINE -303-234-5933 Date: a CITY OF WHEAT RIDGE ° 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) C~LORA~ a nnr.rCa Tr07V rroperry vwner:L; r/ of ~n~a.t l_1;~i e PropertyAddress: i/ZZo tV. 45-rh A ~cn~ Phone:.3o.3 _ 205- - ~E~ ~ Contractor License No.: N/KI Company: N/A Phone: OWNER/CONTRAC70R SIGNA7URE OP UNDERSTANDING AND AGREQAENT I hereby certify that the utbac '[ances proposed by this permit application are Construction Value:$ accurate,anddonotviolatea )ffihe ordinances,rulesorreguladonsoftheCityot PermitFee:$ Wheat Ridge or covenan ments or resVictions of rewrd; that all plan Review Fee: $ measurements shown, and alls made ar accurete; that I have read and agree to abide by all cond' oned on thi applicadon and that 1 assume full Use Tax~~ responsibility for complian Wheat idge Buil ' g Code (U .B.C) and all oMer applicable Wfieat Ridg O ces, r work unr this permit. TOtal:$ (ONNFRHGONTRACTOFi):PRIMED I DATE i Description. 5~e cr~ac~e-el s1'-4-' ~%an~n• 6' ~/yh CedGr ~aY~x.<2.,rre L'cc%r j?Cri Mc~r:-~enCe c..71 's Sq. Ft. added r- 14 BUII.DING DEPARTMENT USE ONLY COMMBJTS: Approval: Zoning: k,i 1 IG COMMENT6: ~ Approval: WORKSCOMMENTS: ~ Approval: Walls: Roof. Stories: SIC: Sq.Ft.: Residential Unds: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: 6cpiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: ~ (i) Thispermitwasiwuedinaccordance withtheprovision55etforthinyourapplicationandissubjedtothelawsofthe5tateof Colorado and ta Me Zoning Regulations arM Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of tlre City. (2) This permR shall expire if (A) the work authorized is not commenced wRhin sixty (60) days from issue date or (8) the building authorized is suspended or abarWoned for a period ot 120 days. - (3) Ifthis permit expires, a newpermit may be acquiredtora fee of one-halfthe amount normally required, provided no changes have been orwill be made in the original plans and specificadons and any suspension or abandonment has notexceeded one (t) year. If changes have 6een or'rfsuspension or abandonment exceeds ona (t) year, fullfees shall ba paid for a newpermit. (4) No xark of any manner shall be done that wiil change the natu2l flow of water causing a drainage probfam. (5) CoMractor shall notify the Building Inspector hventy-four (24) hours in advance far aIl inspections and shall receive wrilten approval on inspection card before proceeding with successive phases of the job. (6) The 'ssuance of a pertni[ or the approval of drewings and specifications shalt not be construed W be a pertnd for, nor an approval of, any violation of the provisions of the buiiding codes or any other ordinance, law, rule or regulation. Chief Building Official Building Permit CTTY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 ~ c~yafVMeu~dpe Permit Number ~44, 19698 1/23/2006 Inspection Line 303-234-5933 Commercial Fire Sprinkler PROPERTY 11220 45th AV UIIit: owxER: City of Wheat Ridge (303) 235-2858 Descriptiou Fue suppression system Units: Occupancy: Walls: Roof: Stories: Sq Feet: o I M1ereby cerlity that 0e setback d'unncu proposed by [hia permt[ app4cation are accurat; and do not Nolam appGca61e oNinaucss, rules or regWations otNe City of Whea[ Ridge ar covenanfs, easwents or ruVictiora atrecoN; tM1at all menmrements shown, nnd sllegations made are a~curetr; tAvt I have read vud a~ee ro abide by a0 conditions princed ov tAis application, nnd thet I assume NII rupomibiGty for compVance with fhe WM1ee[ Ridge BWitling Cade (f..B.C.) and a0 o[her app&able Whu[ Ridge ordinancu, for wort undcr fLis permtt. (OWIVER)(COTlTRACTOR) SIGIVIDDATE 1 TAispemitwasissoedinaccordancewiththeprorisionsse[fonhinyourappllcaliovand'usubjatmthelawsofNeStafeo(ColondoandtoNeZOOing RegWatlons and Building Cotle of Wheat Ridg; Colondo or any oNer npp6cable ordtnanaa of Ne City. . 2 Every permitlssuedshe116ecomeinvaliduulesslheworkonthesi[eauNOrizedbymchpermitlscammencedwithlnlBUdayseGuitsissuantt,orifthework suthariz d on tM1e sile by swh permit u suspeud<tl or nhandoned far a puiad of 180 days vQer the Eme ofwork u mmmenced. 3 If[hlspermft up'vea,anewpamitmaybeacquiretlforaf ofonohaVNeamovntnormellyrequ'vetl,provldednochengevhave6eenorwWbematle(uthe original plaw and specifiaatiom and any suspension or ahandonmrnt has not exceedetl one (I) ymc IIcM1anges vre made ar itsuspension or vbaudonmevt exeeedu one (1) yeay fuil feu ahall be paid for a new permit. 4 IVO wark oteny manner shall be aove Naf will change the uamral llow ofwamr causing a arainvge prvblem. 5 ConvvcmrahallnoHfy[heHUlldingLu'pecrorhventy-four(24)M1OUrsinndvanceforall(nspecHOnsantlshallreceivewrittenvpprovaloniospeetlancardbefare proaediug wIW auccessive p6asw oftLe job. 6 'Ihe issuantt ofa permit or the ap,,pv~pof dra w,s antl spmifications a 11 not be canahved to be a permi[ foy nar an approvvl o(, any violatlon o([he Monday, January 23, 2006 . Page I of 1 Building Permit CITY OF WHEAT RIDGE 7500 West 29TH Avenue Wheatridge, CO 80033 303-235-2855 Cityo[GM~[~dBe Permit Number 19698 1/23/2006 Inspection Line 303-234-5933 Commercial Fire Sprinkler PROPERTY 11220 45th Av Unit: - owtvER: City of Wheat Ridge (303) 235-2858 Descrip[ion Fire suppression system. Authorized By guildingApproval Zoning Authorized On 1/23/2006 Approved By BM Ok. Subject to field inspection. AuthorizedBy FireDepaztmentApproval Zoning Authorized On 1/12/2006 Approved By SS see comments Monday, January 23, 2006 Page 1 of 1 COMMUNITY DEVELOPMENT DEPARTMENTBuilding Permit Number: oF W"~>,~ ' BUILDING INSPECTION LINE - 303-234-5933 Date: ~ o CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE , WHEAT RIDGE, CO 80033, (303-235-2855) ~LORA ~ "PUCATION . . • Proper[y Owner: iTY Ove- propertyAddxess: 1Q4r11G',,g ~-uiocvc~. ,~r/icoi,✓C ~Gs~i~a..~G Phone: ContsactorLicenseNo.: W ~ , . . Company; ~ Phone: ' OWNEWCONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinn Dept, Valuafion Figure.. $ I hereby certifiy that the setback distances proposed by thls pertnftappiication are accurata, and do notviotate applica6le ordfnances, rules or regulaUons ofthe City of . WheatRidgeorcovenants,easementsorrestrictionsofrecprd;thatalimeasurements shown, and allegations made are acaurate; that I have read and agree to abtde by all condidons printed on this appltca8on and that I assume full responsibility fbr compitance with the W heat Ridge Building Code (I.B.C) and all other applicable CNheat Ridge Ord(nances, forwork under thls permlt. Plans su6Jectto field inspection. , (OWNFA)(CONTRACTOR):SIGNED ' P/aTE . - (OWNER)(CONTRACTOR):PRINTED DATE Use of Space (descriptfon): Description of work: Value:$ Pernut Fee:$ Plan Review Fee:$ T eT : `rOt21:$ Sq. Ft. added i COMMENTS: Approval: Zonfng: COMMENTS: Approval: IORK3 COMMEN'f5: Approyal: BUIILDINGDEPARTMENTUSEONLY SIC: lidfA:E7 T Fi~ P/-.?3-v6 fN.s'f~o5✓ COMMENTS: Walls: Roof: Stories: Residential Units: Electrical License No: Plumbfng License No: Mechanical License No: Company: Company: Company: Ecpiration Date: Expiration Date: Expiration Date; Approvai: Approval: Approval: (1) ThlspetmitwaslssuedlnaccordancewiththeprovisionssetforthinyourappiicationandfssubjecttothelawsofttieStateof Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colotaiio or any other applicable ordinances of the City. ' ,(p) This permR shall eapire if (A) thework authorized is not commenced within s'ixty (90) days from Issue date or (B) the building authorfzed is suspended orabandoned fbr a period of 180 days. - (3) Ifthispermitexpires,anewpertnitmaybeacqWredforafeeofone-halftheamountnortnallyrequi2d,providednochanges have 6een orwill be mede in the original plansznd specificzHons and any suspension or abandonment has not exceeded one (1)-year. lf changes hava been orif suspension or abandonment exceeds one (1) year, fuit fees shall be paid for a new permit (4) Noworkofanymannershallbedonethatwiiichangethenaturalflowofwatercausingadratnagepro6lem. (5) Contractor shall the Bulld g Inspector iwenfy-four (24) hours In advance fbr all Inspections and shall receNe written approval on 1ectio d re proceeding with successtve phases of theJob. (6) 'fhe iss ce of it the approval of drawin9s and specifications shall not 6e construed to be a permit for, nor an apprav rw[slons'ofith'et7~ii~ingcodesoranyotherordinance,law,ruleorregulation.Allplanrev3ew BROWN CONSIRUC110N P.O. BoX 1048 Westminster CO 80036-1048 Ph# 303-430-8935 Fax# 303-430-8940 City of Wheat Ridge Police Evidence Storave Bldg. Project # M-02-04 Reviewed By: Crai n erson W.M. Brown Project #20523 Project Manager Date: 01/17/06 W.M. Brown Submittal No.: 13 Specification Section: DESCRIPTION: Fire Suppression System COMNIENTS: Includes: Equipmend Product Data Fire Suppression Design Drawings Has been reviewed and stamped by Arvada Fire Dept. W ~ Q ~ Gg Q O)v M ~ ~ OO C ~ ~ o = O a N 0 d ' aey C SG $ 4= ~ ~ N q > N? ~ CL~ y TC. N N E O D p aRi~= m 0 O a` iTi L S H ? ~ Cm T o m O U~ j N N O O ~ ~ N g ry C C r C Y U tp c ~ A N L ~ o L ~J C VI > O ~ V iJ y i a .cH rn r y o ~ ~ n o E m ~ € j j m a SUBMITTAL COVER SHEET ~ cf) 16* S ~ 0 ~ ~ ~ O 004 H ~ ~ ~ OrT . ^ a ~ U w 0 z ~ W ~ WESTFIRE Submittal Package for City of Wheat Ridge Police Evidence Stohage Building 11220 W. 45 Ave. Wheat Ridge, CO ANSUL DRY CHEMICAL FIRE SUPPRESSION SYSTEM Prepared by WESTFIRE, INC. 5350 Vivian Street Arvada, Colorado 80002 5350 Vivian Street • Arvada, Colorado 80002-1957 • 303-273-9800 • Fax 303-273-9901 DEfECTION AND The ANSUL AUTOMP.N II-C Releasing Davice, Part No. 68739; consists of a metal enGasure which contains a spring-loaded ~ puncture pin releass mechanism, electrical circuitry, and an input/output terminal strip for making electric2l connections. The ANSUL AUTOMAN II-C releasing device provides automatic pneumatic actuation of the IND-X System. When wired to an AUTOPULSE Control System, d will provide supervisetl elecNic detection and release. k also provides manuel actuation using the sfrike buttDn on the ielease endosure and with the optional rertrote manual rable puli sfation. When an AUTOPULSE Control . System is used, manual actuation is accomplished using an eleo- hic manual pull sfation. . p o ~ REIF_45E MECFNNISlA 0 6 aurror+ NanEria~ TEw`"""~ w.wn . LT-20.R ~ ~ aamwoce (owv+Eo sEruureLY) p o ANSUL AUTOMAN IIC Explosion-Proof Releasing Device The ANSUL AUTOMAN II-C Explosiort-Proof Releasing Device, Part No. 37492, consists of a metal enGosure which conhains a . spring-loaded puncture pin release mechanism and an explosiort-proof electric solenoid. It prcrvides automatic pnaumat- ic actuatlon of the INbX System when wired to the AUTOPULSE Control System. it also provides manual actuation using the strike button and wiTh the optional 2mote manual csble.pull sta- Uon. fIGURE 20 ~ SECTION 171 - SYSTEM COMPONENTS - UL EX 1727 1342 Page 3-6 REV. 1 AUTOPULSE Control System The AUTOPULSE Control System, is designed to protect fucetl flre hazards. The conhnl system wn automatically actuate ihe fire suppression system after receiving an input siynal from one or more initiating devices, i.e., manual pull station or thermal detectors. The conVOl system incorporates an intemal power suPPiY. on-fine emergern.y batteries, and solid stzte electronics. The AUTOPULSE Control System utilizes the AUTOPULSE 442R Control Unit. Other approved contrd system units a2 also available. ContactMsul Appliptions Etgineerirg Department for details or reter to FMRC Approval Guide for specific approved AUTOPULSE Control Uniis. . PIGURE 21 Delectors . The detector consists of (hree basic components: the bracket, linkage, and tusiWe link. (FUSible links are rwt induded and must be ordered sepa2tely.) The brdcket holds the errtre assembly to the moundng suRace. The linkage is used io support the tusible link The fusibla Hnk is designed to separate at a specific temper- -aNre aM release the vrire rope, thereby acWatirg the ANSUL AUTOMAN reiease mechanism. 7here are three styles af detectors availa6le. Orie is the dipon style, one is the hinged style, and one is the scissor style. The dipon style allows the wire rope to be strung compketely through the detection system conduit and b2ckels first and the detector iinkage assemWies are then dipped on latec Ttre hirged style detector requires ihe wire rope to be strurg to the detector brackets, arM then 'threatled" through the linkage assem6ty before conNnuing to ihe next detedw bracket. The scissor sryle allows the wire rope to be strung cempletely through the detection system conduit and brackets first and Me deteGor linkage assem6lies are then dipped on later. ~ . SECTION III - SYSTEM COMPONENTS UL EX 1727 1-3-02 Page 31 REV.2 AGENTSTORAGE Tank Assembfy The Tank Assemblies consist ot a factory filled dry chemical agent tank and valve assembly. This assemay meets the appro- priate Bureau of Explosives, DOT, (46W500) antl NFPA Standards, arM is UL Lis[ed and FMRC~ Approved. Each tank is finished in red enamel paint. The facfory fiiled tank contains either FORAY (A8C) a PLUS-F!F"fY C(BC) dry chemical ager.t pressurized wfth dry nitrogen. A nameplate is afixed to the e#eri- or and sfamped with contents, pressure and weight information. The nameplate is also cobr coded to specify eifher FORAY (yel- low) w PLUS-FIFTY C(blue) dry chemical agent < e-.% r BrackelASSem61y . The Mountirtg Bracket Assemblies consist of two pre-formed braclcet straps, one 6ack channel; aM a bolt, washer, and nu1 used to secure the strap. The tank back channel must be moun4 ed to a ngid surFace. PJI b2cket straps ara corshuUed of stain- less steel, and fhe back.channel is consWded of low carbon stes!, ;ainted retl. The tank must be supported by a rigid floor or other horizontal rigid type support 6elow the tank ,t45 W,-~._=^~ Ta k R ~r r n hn 719 ~ 100 Ib. Tank BracketASSembly - Part No. 428146 ~ ~ FIGURE 2 .,1 FIGURE 1 aon. 10.00 Part 1Y4. hj%ie! Tanx Size FOHAY (ABC) Dry Chertdeal 427576 1-25A 25 427577-1-50A 50 Tank Dimmsiore A-HehhttoVaive B-Dlameter Irza) In Isao 28.00 35.75 PLUS-FIFLY C (BC) Dry Chertdpl 428322 1-25C 25 28.00 .(71.1) 428323 1-5OC W 35.75 (90.8) 10.00 (25.4) 10.00 (25.4) SNpping WeigM ib. iw 95 95 ( 43.1) 155 ( 70.3) d- DISCHARGE COMPONENTS (CoMinued) woaies There are nine types of discharge noaJes availabie for use with the IND-X Industrial Fire Suppression System. Each nozzle is designed to distribute the dry chemipl agent in a unifortn pattem tivoughout the hazard area. SCN•1 (CH) Noale - The SCN-1 nozzle, Part No. 417763, is used for ail screening systems. Sacening systems are required when the area Deing protected with a tohal flooding system has unGosable openings greater Man 5% of the total surtace area and a maximum heigM of 12 ft(3.7 m). The nozzle body is con- sWcted of chrome-plated steel with a 72 in. NPT male ttxead: The rroafe shipping assembly includes a 61ow-off qp. TFN 112 Noszle - The TFN-12 rwale, Part No. 417649, is used for total flooding applications with undosable openings greater than 5% of the total hazard surface area and a mapmum heigM of 12 ft (3.7 m). The rwales a2 used in com6inations of 1, 2, 4, and 8 rroale systems. The nozzle body is conshucted of brass with a 1/2 in. NPT female thread. The nozzle shipping assemWy. TFN-3!4 Noule - The TFN-3!4 noaJe, Part No. 426690, is used for total ftoodi'g applications with maximum hazard protectlon heights of 20 R(6.1 m). The noales are used in combinations of 2, 4, and 8 nozzle systems. The nozzle body is constructed of bress with a 3/4 in.NPT female thread. The nozzle shipping' assembly includas a biowoff cap. - f YBN Noxzle - The VBN noale, Part No. 426691, is used onty for protedion in the work area and plenum area of a vehide paint spray booth. The nozzle is consVUCted af bress with a 314 in. NPT female thread. The nouJe shipping assembly indudes a biow-ofrcaP• . . TSN-1 Noale - The TSN-1 noale, Part No. 417648, is used for tank side application systems orin screening applications where totai floodirg is used. The noales 82 used in combireations of 1, 2, a(W 4 nozzle systems. The nozzle body is constructed of elu- minum with a 1/2 in. NPT male tfiread. The nozzle shipping assembtyindudesablow-offcap. . VBSN Noule - The VBSN Noale, PaR No. 428727, Is located on fhe side wall and used only for pmtection in ihe wwk area and plenum area of a vehide plant spray booth. The rrome is con- structed of brass with a 314 in. NPTfemale thread. The nozzle shippirg assembly indudes a bbwoff cap. - OHN-1 NoaJe - The OHN-1 noaie, Part No. 417779, is used for overhead appliration. The noales are used in combinations of 2 and 4 nozAe systems. The nozzle body is consWCted of aluminum wilh a 112 in. NPT female th2ad. The iwnJe shipping assembly indudes a blow-off pp. . DN-2 Nozxle (UL Listed Oniy) - The DN-2 nozzle, Part No. 418532, is used for IND-X sys[em duct protectioa The DN-2 noz- zfe Is used on 25 Ib. tanks onty. The noale body is constrvcted on brass wiN a 112 in. NPT female thread. The nozzle shipping assembly includes a blow-off pp. DN-4 Noule (UL Listed 6nty) - The ON14 nozzle; Part No. 478572, Is used for MD-X system duct piotection. The DN4 noz- be is used on 50 Ib. and 100 Ib. tanks only. The noale body is conshuded of brass vrith a 112 in. NPT female thread. The noz- be shipping assemWy indudes a Wow-ofFcap. _ OBN-7 Noate (UL LisDed Only) - The OBN-t noaJe, Part No. 418210, is used forintal 4oodirg tlie woAc area in industrial paiM spray booths. The OBN-1 nozzle is used in combination with Me SCN-t screening noaJe and the TFN-12 tohal flood iroale. The nozzle body is constntcted of aluminum with a 112 in. NPT female thread. The nozzle shipping assembly indudes a 61owo8 cap. SECTION 111 - SYSTEM COMPONENTS UL EX.7727 13-02 Page 32.1 REV. 1 SCW t NOTTD..E TfK3l6 NOZaE iiN-12 NOZZLE PARTNO.nt]]S4 PqRTN0.d2d89p PpqTN0.6t1669 i ~ e o e a a T9K1 Np73E OHN-1 NOZIlE YgN NORI.E PMTN0.611618 PqRTN0.41T/IB PPRrNO.~1 ~ i mwxs mwss amia OtL2N0IIlE pN-{NJTdE OBN1N023E PARTN0.418533 . PMTN0.4t86]2 PN2TN0.418210 0 0 ~ eoa 'eoo' mwn mo~m aoo~ss ~ VBSN NOID.E vuer rvo. ~rn ~ oo~ FIGURE 7 3 SECTION ill - SYSTEM COMPONENTS UL EX 1727 1-3-02 Page 3-3 REV. 5 DiSCHARGE COMPONENTS (CoMlnued) Sxing Cheek VaNe The Swing Check Vahre, PaR No. 417788, is requi2d when pip- ing a main antl reserve IND-X tank on ihe same distribufron pip- ing. It allows the dry chemical agent to discharge through the agent pipirg leadirg to the discharge razbes, while preventing it from ftowing into the piping from the other tank. The swing check vaive body is construcfed of brass with a 1 in. NPT fema4e thread. . . . FIGURE 8 ~ VAWEACTUATIOl1COMPONENTS \ Aetuatbrt Hose The Aduation Hose, Part No. 73597, is used to connect the 1/4 - in. actuation line tee to tlie pneumaNC actuetw tocated on ihe tank valve. This hose is used when the actuation line is rigid 114 . N. pipe and fittirgs. The hose eliminates the need tor the tanks ta be rtrounted on the exact centeAines as the acluatlon piping tees. . A male straight adaptor, Part No. 417428, is required with this Imse. A 24 in. (61 cin) aGUation hose, Part No. 32336, is used - - with male branch tee, Part No. 418359, andfor male elbow, Part No. 32334. tswa. ~ ~(aoewn) I FlGURE9 1 VALVEACTUATtON COMPONENTS (Continued) Stainless Steel Actuaiion Hose The Stainless Steel AcWation Hose, Part No. 32336, is used connect the actuation line compressbn tees behveen each V tank.The hose has the same thread, 7!1&20, as the compri sion tees. The acWation hose allows flexi6ility beriveen the rii actuallon_pipirg and the tank valve. . , YtIN. _____I i I ~ I I ~nem 7n.m FIGURE MaleAetuationConneetor t~ The Male Actuation CAnnector. Part No. 32338, is used to nect the stainless s[eet actuation hose to rlgid 1/4 in. actuati line fAtings. The 7/16-20 ihread connects tothe hose and the 1/ in. NPT thread connects to the piping. The Male Actuation~ Connector, Part No. 417426, connects the sfainless s[eel aciua tlon hose to the valve actuator. The 7116-20 Mread connects to the hose and the 1/8 in. NPT thread connects to the valve ~ ~ - 1f&tBNPT ~ 1H62] FIGURE N ~ Male Aduation Tee The Male AcNation Tee, Part No. 418359, Is used to connect - multiple stainless steel achiation hoses together. The actuation tee has a 7l16-20 th2ad for connecting to the stainless steel .actuation hose and a 1/8 in. NPT thread for connecting W the pneumatic acCuator on the tank valve. FIGURE SECiION 111 - SYSTEM COMPONENTS . UL EX 1727 7-302 Page 3-4 REV. 3 Male Aduatlon Elbow • The Male Aclvafion Elbow, Part No. 32334, is.used to connect the staiNess steel actuation hose to a single a last tank in a mul- tlple tank s7rstem. The eibow connects beiween the hose aM the pneumatic valve acluator. The elbow has a 7/76-20 thread for • connecting to the stainless steeP actuation hosa and a 1/8 In. - NPT thrzad br connecting io the pneumatic acfuaior on the agent tank . n~am - iRRLNPT FIGURE Safery Reliet Valve The Safety Relief Valve, Part No. 15677, is used to relieve the nitrogen pressure in the acluation line after the system has bcen actuated, either hy an ANSUL AUTOMAN release, ANSUL AUTOMAN II-C release, CHECKFIRE Detection and Actua6on Device (FM only), br a rertrote pneumetlcactuator. The safety 21ief valve qn be Installed d'ueGty into a 714 fn. acWatlon tee. FIGUR£ 14 ~ 114 in. Cheek VaWe The 1/4 in. Check Valve, Part No. 53051 (Indudes: 2 Part No. 25627), is used in the actuation line toisolate one remote pneu- matic actua[or 6om anothec If more than one ramote pneumatic acluator is used, it is necessary to install a check valve near each rertwte pneumatic actuator to block the pressure from the otheraauator. tt also prevenis pressure loss if one remote pneu- matic acNator is removed from the system, leaving an open pipe or iF the wrtridge ts also removed Gom the ANSUL AIffOMAN release w 2mote actuata. SECTION V - SYSTEM DESIGN - UL EX 1727 -730-99 PaBe 5-1.7 ...TOTAL ROODING - TFN314 NOIILE (Continued) ' _ . 0-5°/aUNCLOSABLEOPENINGS-NOSCREENI14G . REC2UIRED 32 `F TO 130 °F (0 °C TO Sf °C) DISTRI6UTION PIPING REQUIREMENTS . . , . 314 ia' 314 In. 1 In, -Primary Marimum Secondary Maximum Num6er Type Suppty Line Numberof Branch Llne Number Branch Line Number ° Tanic oi oi Pipe Length R(m) 50°'cl6ows ?ipe fi. (m) of 90° Pipe R. (m) of 90 =g y~ Nozzie Miefmum MMnium MInImSam Maximum Maximum ELkom Mwdrinum Elbows Total FloodingAppiicatlon . 25 2 TFN3/4 None . 86(20.1) Nare 4 20(6.1) 2 - - - 50 4 TFN-34 None 66 (20.1) ~ Nors 4 20 (6.7) 2 10(3.0) 2 100 6 TFN-3/4 Narre 40 (12)" None 4" 72(22) - 10(3.0) 2 mrimw ~ia a1MOaAV~1&b¢ I t) : a sv uq a hezard with no screenin9 required. ~ 1.0 GENERAL (CoMinued) 1.3 System DesMptlon 1.3.7 The system shaA 6e an autwnatic and/or manual fiie wppression system using FORAY dry chemical agertt fa Class A, 6, and C fires and PLUSFIFTY C dry chemical for Class 8 and C fires. 1.3.2 The system shall be capa6le of prwidirg Trte pmiection using total flooding (overhead or sidewall) and Iocal application (overhsad wtanksi0e). - . . , 1.3.3 The system shall he the p2engirreered lype havifg minimum and maximum guitlelines esfablished by Ne manuFadurer and listed 6y UL. . 1.3.4 The system shall be insfalled and serviced by personnel trained by the mawfacturer. 20 PRODUCT 1.4 Quatity CoMml 1.4.1 Manufaclurer. The iMUStrial fire suppression system shall be manufadured by a mmpany wkh at least ten years ezpenence in ihe tlesign and manufacture of preengineered fire suppressbn systems. 1.42 Cerfificates: The dry chemical shaN be FORAY a PLUS-FIFT' C matwfadured 6y Msul and shaq meet the requirements of Underv+riters iaboratories, Inc., under Ul Standard 299: (Ory Chemical F2 E#inguishers). Dry chemical shaU be certified by tlie ex6n,7uisher manufacYUrer (w use in ihe equipment fumishetl. 1.5 Wartanty, OlscWimer, and Limitatlons . 1.5.1 The pre-e`gineered industnat fire supprassion syslem componenfs shall be wananted for aie year From date ol delivery aga'us[ defects in worlananship and material. 1.6 Delivery _ 1.6.1 Packaging: PJI system componcnts sha0 be seairety packagad to prwide protection during shryment 1.7 EnNronmenial CandMlons . . 1.7.1 Operating TemperaW2 Range: The tohai floodi'g app0catlon systems shali tre capable of opera5ng in a tem- - peraNre range of -20 °F to 130 °F (-29 °C tn 54 °C). The laal aPplication systems shatl he capabie of operat- ing in aL-mpereWre range of 32 °F to 730 °F (0 °C M 54 °C). 1.8 Eztro Matarlal . . . . 1.8.7 One complete set of recharge material shali Ce evaileble. Materials shall indude: dry chemical, nitmgen car- tridge(s), fusihle link(s). . 2.7 ManuFacturer 2.7.1 Msul tncorporated. One Stanton Street Marinette. Wisconsin 541434542, Telephone: (715) 735-7411 2.2 Components The pre-engineered 'mdustrial fire suppression syslem shali meet tlie foAowing requtremeMS: 22.1 Dry Chemical Tank: The dry chemical fanks shall 6e avada6le in three s¢es: 25 Ib., 50 Ib., and 100 Ib. The tenk assemblies shall consist ot a Faaoryfitled w auUrorized tlistribula filled dry chemi[al agent tank antl valve assembly. This assemby shall meet ihe appropriate Departrnent of TransportaUon and NFPA Sfandards and sdall be UL ListeO. Each taMC essemhty shali have a nameplate afted fn the exterior and stamped with cm- tents, pressure and weight in(ormatlon. Eath Tank shall 6e pressur¢ed wiTh dry nitrogan at 450 psi (31.0 bar). 2.2.2 Mounling BrackeL The tank mouMing brackel shall consist of lwo pre-formed 6racket shaps, one back channel and a bolt, washer and nut to secure the strap. 8racket 5traps shall be constructed ot sfainless s[eel and the bxk channel shall 6e consWcted oF low carbon steel, paiMed red. 2.2.3 Dry Chemical: For Class q B, and C fires, the dry chemipl sha0 tie FORAY. tl shall be a rtronoammonium . phosphate based agenl and cobr caded yeNOw for easy idenllfication. Fw Class B and C fires, the dry chemi- pl shap be PWS-FIFTY C.. tt shall be a sadium 6ini6anate based agenl and color coded biue. 22,4 Noales: Nomes gha116e constructetl of bress, aluminum, or phNed steel witli 112 in. or 314 in. NPT th2ads. . Noales shall he designed to disiribute llee dry chemid agent In a wiform pattem throu9hout the haza'd area. The nonJe wifices shali Ce protecteA 6y a plas6c blawatF pp. - 2.2.5 Distrihudm Piping: Distribution piping shall be Scheduk 40 hlack ifon. galvan¢ed, chmme-pla[ed, a sfainless steel Pipe and fitdngs confartn'ug fo ASTM A720, A53, ar A106. . 22.6 Detecfion Control Equipment The detectian conhd equipment shall be the kUTOPULSE Can6ol System. tt shall automatlcally actuate me mkasing device afer receiving an inpu[ signat from one or more irriliatifq7 devices. The control system shali incaporate an iritemal poxer wpply, on-line batleries, and wlidsYate . elecUOfrics. The control system shall u6T¢e Ihe AUTOPULSE 442R contrd panel or oiher ANSULapprwed paneis '1 -227 Reteasing Oevices: The releasin9 devims shati consist of a metal enciosure which coMains a spring-loaded Punc- . , Nre pin release mechanism and a rchogen xWetion cartridge. The rete2sin9 device shall be mpaWe of being actuated Gom an AUTOPUISE corNOl parrel antl/or anedly from the delection system. - 22.8 Detedors: The detactas shali be eitlier rate compensating thermW tletedors used with m AUTOPULSE Control ' System (rf supervision Is required) w wNh a releasirg devica (A 5upervisfan is not iequireG) or they shaY be the (uvble flnk styla designed to separete at a speafic temperafure. The fusihk iink style shall be used with a releas- - ing,device (wFien supervision is nM 2quired). 22.9 NiUOgen Cartridge: The nitro9en carVidge shatl be a sealed steN pressure vessel containing ni6agen gas. The niVUgen mAndge seal shall Ce designed to 6e punctured by the releasiry device to supply tlie required p25sure to actuate the dry diemiwl agent fank(s). 2,2,10 qccessory Componen5: Accassay equipmeM shall be available for use with the Msul IN0.X system. Typical accessories shaN include atarm hells, waming IighLs, and ekctric, manual, or pmumatic pull statiais. 3.0 01111iLEMENTAT70N 3.1 Installatlon 3.1.1 The indusfrial fire suPPm`+sion system sheli be designed, inslalied. ir~spec6ed. rreinMainad, and 2rliarged in accor- . dance wilh the menufacturets listed iretructirn manual. . . 3.2 Training - 32,1 Training shaN he conducted by representatives W the manuFacturer. . PNSUL ANSUI NfTOMAN, AUTOPULSE. FOMY, aM PLU3FIFiY are treEemaks of~ h+coepasleE a M el(tlklea ANS!•'.1W,, :TS'.0.1:5:~lJlIX~tfRF.lT.M.'3kh.~TIE.NA54143254~ ]iS]357411 iamNO.F-9C84[ fRW2M5ull~epa2ted !-NvInU.SA . WESTFIRE Submittal Package for City of Wheat Ridge Police Evidence Stohage Building 11220 W. 45 Ave. Wheat Ridge, CO ` ANSUL DRY CHEMICAL FIRE SUPPRESSION SYSTEM Prepared by WESTFIRE, INC. 5350 Vivian Street Arvada, Colorado 80002 5350 Vivian Street • Arvada, Colorado 80002-1957 • 303-273-9800 • Fax 303-273-9801 1G/JV/cVVJ 11.JR t[lo ~~u~uiv. . uaa~ia~.i vss~ ~~~+a~u AUTOPULSE Controt System SECTION NI --SYSTEM COMPONENTS UL IX 1727 13-02 - Page 3-6 REV. 1 ANSUL AUTOMAN 11-C Releasing Device The ANSUL AUTOMAN II-C Releasing Device, Part No. 6873 , consists of a metal enclosure which containsa spring-loaded . pundure pin release mechanism, electrical circuitry, and an input/output tertninal strip Tor making electrkal connections. The ANSUL AUTOMAN If-C releasing device provides automatic p'reumatlc actuadon of the IN0.X System. YVhen wired to an AUTOPULSE Confrol System, it wiA provide supervised elecfric detection and release. It also provides manual actuation using - fhe strike butlon on the ralease endosure and with the optional rerrrote manual eade pull station. When anAUTOPULSE Control , System is used, menual acWaBort is accomplished using an eleo- hie manuai pWt station. . _ o 0 1-7341. ~ pftElSE MECfiNJISM O a 'U"E IKIM~ Nt11ERAiE BOARD LT-20.R ~ ~ cnxTwor,E (OqDFREO SEPAWITEIy) . . p O ANSULAl1TDMAN II-C Expiosion-Proof Releasing Deviee The ANSUL AUTOMAN II-C Explos'wn-Proof Releasing Device, Part No.31492, consisLS of a metal enclosure which contains a . spring-toeded puncture pin release mechanism and an exploswn-proof electrie solerroid. It provides automalic pnaumat- Ic actuation of the IN0.X System when wired to the AUTOPULSE Control System. It also provides manual actuation using the strike button and wilh the optionai remote manual cabie puli sfa- Uon. FIGURE 20 ao.u The AUTOPULSE Control System, is designed to protect fizetl flre hazards..The wntrol system can automatidliy actuate the fire suppression system after receiving an input sgnal from one or more initiating devices, i.e., manual pull station or thermal detectors. The control system incorporates an intemal power supply, on-line emergern.y batteries, and s61id state electronics. The AUTOPULSE Contrul System utilizes the AUTOPULSE 442R Contrd Unrf. Ofher approved canVd system un'tls are also avaiiade. CoMad Ansul Applications Etgineering Department for details or refer to FMRC Approval Guide for specifc approved AUTOPULSE Control Units. . ~ FIGURE 21 ~ Deteclors-. . Tne detector consists of ttiree basic components: the brxket, linkage, and fusiWe link. (FUSiWe links are not irwiuded and must 6e ordered sepa2tely.) The bracket holds the eritire assembty W the mounting surface. The linkage is used to support the tusible link The fusibie link ts designed to separete at a specific temperv eture and release the wire rope, thereby acWatirg the ANSUL AUTOMAN release mechanism. There ara ttvee styles of detedors available. Om is the dipon style, one is the hinged style, and one is the scissor style. The dip-on style allows the wire rope to be strung completely through the detection system conduR and brackets first and the detector finkage assemblies are then cfipped on later. The hinged style detector requ'ves the wi2 rope to be strung to the detecta brackeLs, and then 'hreaded" through the linkage assembty before contlnuing to the next detector b2ckef. The scissor slyle allrnvs the wire rope lo be swng compietely through the detection system conduR and bracke4s first and the detactor linkage assemblies are then dipped on later. ~ 1L/JV/LUUJ'11.J'J llfA 11JOLIV/JL. AGENTSTORAGE - - Tank AsseMbty The Tank Assemblies consist ot a factory filied dry chemical agent tank and valveassembty. This assemlNy meets the appro- prfate Bureau of Expiosives, DOT, (4BW500) 8nd NFPA Standards, and (s UL Listed and FMRC Approved. Each tank is finishedin red-enamel palnt. The factory Tilied fank confains eAher FORAY (ABC) or PLUS-FIF"fYC (BC) dry chemicai agent pressurized wNh dry nitrogen. A namepiate is affoced to the e#eri- or and stamped with conteMS, prassure and weight information. The namepiats is also cobr coded to speciy eifher FORAY (yel- low) w PLUSFIFfY C(blue) dry chemical agent r JIR11Y1 ~IIu 0II11liII ' LgfUUJ SEC710N 111 - SYSTEM COMPONENTS UL EX 1727 , 1-3-02 Page 3-1- REV. 2 Bracke! Assembiy The Mounting Bracket Assembiies consist of two pre-fortned bracRet streps, one back channel; and a bolt, washer, and nut used to secure tlie strap. The tsnk back channef must be mount- ed to a rigid surface. All bracket sLaps are consWcted of stain- tess steel, and the back channel is consWded of low carbon steel, painted red. . . The tank must be supported by a rigid Noor or other horiznnial rigid type suppat 6elow the tank ^~57b cnin r kR k~ 719 ~ 1001b. Tank BracketAssembly - Part No. 428146 ~ PIGURE 2 mxu FIGURE 1 ao.,. Pazt Ngh MCI.gj Tartk SQe FORAY (ABC) Dry Chartdeal 427578 I-25A 25 427677. .I-50A W pLUS-FtFSY C (BC)-Dry Chemical 478322 I-25C ZS 428323 1-50C 50 Tank Dtmenaiore A-HeiahtfoVahre B-Dlameter I0. .(rm 111. ICNi 28.00 35.75 10.00 28.00 (71,1) 35.75 (90.8) 10.00 (25.4) 10.00 (25.4). Shipqng WeigM It7. (691 85 f 43. 95 ( 43.1) 155 ( 70.3j d- 11/30/2U05 ll:bti H'Ad l/Sy"LYU(JU JYM1N'1' GHG JM1'1'Ltl LgJVV4 DISCHARGE COMPONENTS (CoMinued) NOaIES . . There are nine types of disdiarge nordes availaWe for use with the IND-X Indusfrial Fi2 Suppression System. Each nozzle is designed to distribu4e the dry chemical agent in a unHorm pattem tivoughout ihe hazard area. . SCN•1 (CH) Noale - The SCN-1 rroale, Part No. 417763, is used Tor ali screening systems. Screening systems are required when Me a2a Deing protecDed wiN a total flooding system has unGosable openings greater than 5% of the total surface area arxt a maximum heigM of 12 ft(3.7 m). The nozzle body is con- struded of chrome-plated stael witha 1/2 in. NPT male thread. The noale shipping assembly includes a blow-off 6ap. TFN 9/2 Noule - The TfN-12 noale, Part No. 417649, is used for total flooding appilptions with undosabie openings greater than 5% oF the total hazard surface area and a mawmum hegM of 12 ft(3.7 m). The roales a2 used in combinatlons of 1, 2, 4, and 8 rroale systems. The nozzle hody Is consWeFed of 6rass with a 12 in. NPT femele thread. The nozzle shipping assembly TFN-3l4 Nozzle - The TFTI-3!4 noaJe, Part No. 426690, is usad fw total floodirtg applications with maximum hazard protection heighLS of 20 R(6.1 m). The nozzles are used in combinatbns of 2, 4, antl 8 nozzle systems. The.noale body is constructed of brass wRh a 3/4 In.NPT female thread. The nozzle shipping' assembty includes a blow-otE cap. f YBN Nozzle - The VBN rwaJe, Part No. 426691, Is used only wa for protection in ihe work area and plerwm area of a vehida paint spray booth. The rwaJe is consWC[ed of bress with a 3/4 in. NPT female threatl. The nozzle shipping assembly inGudes a 61ow-ofr cap. T5N-1 Noafe - The TSN-i noaie, Part No. 417648, is used fw tenk skJe application systems or in screening applicatiorts where total floodirxg is used. Tha nozbes a2 used in combinations oF 1, 2, and 4 nozzle systems. The nozzle body is conshvcted of alu- minum wtth a 1/2 iri. NPT.male thread. The nozzle shipping assembiy includes a blow-ofF pp. . VBSN Noals - The VBSN Noale, Part No. 428727, is located on lheside wall aIW usetl oniy for protection in the work area and plenum area of a vehide plant sprey booth. 'fhe noaJe is con- structed of brass with a 34 in. NPT female thread. The nozzle shipping assembly trndudes a bbwofF cap. OHN-t NoaJe - The OHN-1 rrome, Part No. 417779, is used for overh9ad application. The nomes are used in combinations oF 2 and 4 nozzle systems. The nozzle body is construded of aluminum with a 112 in. NPT female ihread. The rroaJe shipping assembly includes a blowoff cap. DH-2 Noule (UL Listed On[y) - The DN-2 nozzJe, Part No. 418532, i9 used fw IND X system dud prof.ection. The DN-2 rror zfe is used on 25 Ib. tanks onty. The noale bafy is constructed on brass with a 112 in. NPT female thread. The noale shippirg assembty includes a blowofl np. DN-4 Nozzle (UL Listed Onfy) - The DN4 nozzle, Part No. 418572, is used for IND-X system dud protection. The DN4 noz- zle is used on 50 Ib. and 100 ID. fanks only. The rwaJe body is . conshucted of brass with a 1!2 in. NPT female thread. The rwa- be shipping assembly 6idudes a 6loxwfr cap. OBN-1 Noale (UL Listed Onty) - The OBN-1 nroaJe, PaR No. 418210. -is used for total floodirg ttie waic area in industrial paint splaY booths. The OBN-1 rwzzie Is usedin combination with ihe SCN-1 screening raaJe and the 7FN-12 toFal Bood rwale. The nozzle body is mrztructed of aluminum vAtli a 1/2 in. NPT female ~ thread. The nozzle shipping assemblY indudes a 6lowoff cap. SECTION 111 - SYSTEM COMPONENTS UL EX 1727 1-3-02 Page 3-2.1 - REV. 1 SCN-1NOJdE TTrLY4NOZdE 1GN-12NOZZLE PAK~N0.6tTlp PARTN0.42d890 PARTN0.41]669 e ~ ~ ~ e a e e a mur xo.a T9ti1 NOZD.E OHN-7 NOZa.E' VBN NORLE VART1,10.417648 . PARTN0:417R0 PARTNO.{18601 ~ i f o o ° li f wwu mua aowa Mi2NOTdE - ON-4NOT4E 06N-1 NOID.E PART1,10:41M PARTN0.418512 PAfRN0.41l210 0 0 ! ' ooa° ' ~>c>~ . YBSNNOZbE . PARTNO.M'rlf ~ ,ep . mon FIGURE 7 3 12/30/200511:57 NAX 7739270750 - 5YK1N1' CllG SW1'1'CH SECT70N III - SYSTEM COAlPONENTS UL EX 1727 13A2 Page 33 REV. 5 DISCHARGE COMPONENTS (COMlnued) . SlrifgCheckYalvfl . . The Swing Chadc Vaive, Part No. 417788, is required when pip- irg a main and reserve IN6X tank on the same distribution pip- ing. It allows the dry chemipl agent to discharge through the agent pipifg leading to the discharge noaJes, while prevenGng it from flowing into the piping from the other tank The swing check valve body is consWcfed of brass wlth a 1 in. NPT female tlxead. FIGURE 8 ooouo VAWE ACTUATtON COMPONEHTS ActuaUon Hose . . . The AcWation Hose, Part No: 73597, is used to connect the 114 io, ectuation line tee to the pneumatic-actuator lopted on the iank valve. Thts hose ~IS used when the ~actuation line is rigid 1/4 in. pipe and fittings. The hose eliminates the need for the tanks to be rtrounled on the exacF centerlines as the actuatlon piping tees. A male straight adaplor, Part No. 417428. Is required wBh this Irose. A 24 in. (61 an) actuation hose; Part No. 32336, is used wflh male branch tee. Part No. 416359, and/w male elbow, Part No.32334. . lew._ ~ ~(4U ~ FIGURE 9 l¢J 005 l 12/30/2005 11:57 FAX 7739270750 SPRINT.CHG SWITCH IQ OOfi SECTION III - SYSTEM COMPONENTS . UL EX 1727 13-02 Page 34 REV..3 YALVEAC7UATION COMPONENTS (Continued) Stainiess Steel AcWalbn Hose . Tha StaiNess Steei Actuation Hose, Part No. 32336, is used connect the actuation line compressiori tees behveen each age tank'The tase has the samethread, 7116-20, as the compre sion tees. The actuation-hose allows fleb6il'dy between the ri~ acfuatlon_pipingand.lhetankvaNe. . , nw. (et an) 1H67D ' ]/1SM iMaleactuationConeeetor . k The Nlale AcWation Connector, Part No. 32338, (s used to nec[ the sTaiNess s[ee( acluation hose to rigid 114 in. actuati Iine fittings. Tha 7116-20 ihread connects tothe hose and the 1/ 'in. NPT lhread connects to the piping. The Maie Actuation Conncwtor, Part No. 417426, conneck the stainless steel aclua- tion hosa to the valve actuatoc The 7/16-20 Nread connecLS to the hose and the 718 in. NPT thread connects to the valve ~ 1//&16NPTr TH62J FIGURE 1'1 aoo.x Male Aduation Tee . .The Male Achiation Tee, Part No. 418359, is used to connect multiple sfaintess steel achtation hoses togethec The actuation tee has a 7116-20 thread -fotconnecting to the stainless steel actuation hose and a 118 in. NPT ihread fw connecting to the pneumaticaduatoronthetankvaNe. FIGURE MaleAetua6onElbow ~ The We /uiuation Elbow, Part No. 32334, is used.to connect the StaiNess steel acluation hose to a single or 125t tank in a mul- tiple lank system. The elbow connects beiween the hosa and the pneumatic valve actuator. The elDOw hasa 7l7620 thread for - . conneding to the stainless.steeiactuation hose. and a 118 fn. NPT thread for connecting to the pneumatic actuator on the agenttank . . ~naz~ 1/dIN NPT FIGURE Safely Relief Vaive The Safety Rdief VaWe, Part No. 15677, is used to relievaihe nitrogen pressure in the aetuation line aRer the system has been actuated,either by an ANSUL AUTOMAN release, ANSUL AUTOMAN fi-C release, CHECFCFIRE Detection and P,UUation Device (FM oNy~ ur a rertrota pneumaticactuatoc The safety relief vaNe can be Iristalied dkectly into a 1/4 in. actuation tee. . FIGURE 14 mn 7l41n. Cheek VaWe The 114 In. Check Valve,-Part No. 53051 (Indudes: 2 Pad No. 25627), is usecf inihe acWatlon line to Isolate one remote pneu- matic actuatw from anothec If more than one (ertate pneumatic actuator is used, it is necessary to install a check valve near each remote pneumatic accuafor tD dock the pressu2 from the otheraduator. tt also prevents pressure loss if one remote pneu- matic aduator is removed from the system, leavitg an open pipe or 'rf the cartridge is also removed from- the ANSUL AUTOMAN release or remote actuator. ~ FIGIlRE'15 s ~ SECTION.V - SY5TEMDESfGN ULEXi727 730.99 PageS1.1 ! TOTALFLOODING-TFN314NOal.E(Continued) . . 0-5XUNCIOSA13LEOPENING3-NOSCREENING . REQUIRED 32'F TO 130 °P (0 °C TO 54 °C) ~ DISTR18UT10N PIPING REQUIREMENT3 . . 314 in.• 3I4 in. t ln. Primery Mabmum Secondery Maximum Number Type Suppfy Line Numberof Branrh Line Number Branch Line Number 7ank of of Pipe Lengfh it (m) . 90°fibovrs Pipe R(m) of 90° Pipe R(m) of 90° Size NozzleS C14g1@ MinlIIUm Maximum MWIIHlm Map(i mum MaximSlID E!bam Mm41ri4m El Totel Floodfng Appbcabon . 25 2 TFN3f4 None . 66(20.1)None, 4 20(6.1) - 2 - - - 50 4 7FN-314 None 66(20.1) None 4" 20(6.1) 2 10(3.0) 2 I j J : a svstemjoi-t~ hgzerd wryh tq screaning required. . 12/30/2005 11:59 FA% 7739270750 SPRINT CHG 519ITCH 1.0 GENERAL Uoos (CoMlnued) 13 System Oescrlptton 1.3.1 The system shaN he an autortiatlc anNor manualIGe wppression system using FORA\' dry chemkal agen[ fa Class A, 8, and C fites and PLUS-FIFfY C tlry chemical kr Cias; B and C fires. 1.32 The system shell be capeble ot providirg irte Protedion using total floodirg (overhead a sldewall) and local apptiption (overhead w tanksida). - 1.3.3 The system shall be ttte pre-engineered type having minimum and maximum guidefines established by the manufadurer and listed by UL . 1.3.4 The sy5fem shafl be insFalled and serviced by perr,onneltrained by the manufacturer. 1.4 Quality CoMrol . . . . . 1.4.1 Manufaclurer. The industrial fire suppression. system shall be manufaciutetl by a wmpany wiTh at least ten years experience in the design and manullaclure oi pre-engineered fie suppression systems. 1.4.2 Certifirates: The dry ehemicai sha9 he F6RAY a PLUSFIFII' C marwFxWred by Ansul and shap meet the requitements of Underwritets Laboratories. Inc., uMer UL 8landard 299: (Dry Chemkal Fre E)Cinguishers). Dry chamlcal shatl-be certifietl by Me exbnguisher manufacturer Wr use in the equipment fumishetl. 1.5 Wartanty, DlscWimer, and Limitations - 1.5.1 The preengineered indusUial fvesuppression syslem components shall be wartanted tor one year ftom date . ot delivery agalnst defects N worlananship and material. . . 1.6 Delivery 7.6.1 Packagitg: All system comPOnenCS shali 6e securely packaged io prwide protection during shipment . 1.7 Environmental CondNlons . . 1.7.1 . Opero6ng TemperaWre Range: The tWal floodirc,7 appOration systema shali he iaAable of opera5n9 in a tem- " parature ranga of -20 °F to 130 °F (-29 °C to 54 °C). The Iocal app6caGon systems shatl 6e capable of operat- ing in a tempaFature renge W 32-°F W 130 °F (0 °C to 54 °C). 1.8 Extra Malerlal . . . - . : 1.8.1 One compkte set aF recharge material shall be avallable. Materials shall induda: dry chemiral, nitroge n car- tritl9e(s), fuvble link(s). 2.0 PRODl1CT . 2.1 Manafaaurer 2.1.1 Msul Incorporated. One Stanton Straet MarineUe; Wismnsin 54143-2542, Telephone: (715) 735-7411 . . 22 ComPonents . . . . . The pre-enghneered UMusUial fire suppressbn system shaB meetthe (oNOwft requ'iremerits: 22.1 Dry Chemical Tank: The dry diamical Fanks sha0 be avaAa6le in tlxee s¢es: 25 Ib., 5016., and 7 W Ib.~ The terik assemblies shall toneist ot a factory-fi9ed or auNorized distributor filleC dry chemipl ageM Fank and valve assem6ty. This assembty shall meet 1he appropriak Departrnent of Transporladon and NFPA Shandards and - shall be Ul Lisred. Each tank essemby shaR have a namaplate affoced to the exterior and sWmped with con- fents, presswe and vreight iritamation. Each lank shali he pressuraed with dry niVOgen at 450 psi (31.0 b2r). 222 Mounting Btacket: The Yank mouMing bradcet shaG conast of lwo pre-(wmeE brecket shaps, one back channel and a hott, vrasher and nut to sew'e the shap. BraGcet straps shall be construaed of stainless steel and the . back channef shali be cansWded W low carbon steet, painted red. 22.3 Dry Chemic?I: For Ciass A, B. and C fitas, the dry chemipl shaM tie F6RAY. it sha0 be a monoammonium . phosphete based ageM and cobr coded yeNav for easy identificatbn. Fw Class B and C fires, the dry chemi- cal shap be PLUSFIFiY C_ R shali be a sodium bicarbonate based agent end cola coded due. . 22.4 Nordes: Nozzles shsll Ee consSVeted of brass, slumirwm, or pkMed steel wiUi 112 in. or 314 in. hPT Mreads. Noales shalt be designed to distribute the dry chemkel agent In a un'rform pattem tlxvuglwut the hazard area. . The noale oriGCes shali be protecled by a plasdc Lbwoft caP. . me1 22.5 Distrtbutim Pipng: OisVibulion Giwn4 5he0 6e Schetluk 40 Wack imn. 4al'ran¢ed, chrorne-WalEd, a stainless steel Pipe and fildngs confortnirg fn PSITuI A120. A53, or A106. : 22.6 Detection Contro! Equipment The de[ection contrd equ'ryment shall be the ltUTOPUISE Confiol System. tt shall automa8wlly aciuate Gie releasing device aRer recervin9 an mput signal Gom one or rtrore iriNatirg devices. The contrd system shall incaporate an ifrtemal povxr suppty, wrTne batteries, and solid-state . eiectrorrics. The control sysfem shail utl¢e fhe AUTOPULSE 447R contrd panei or other ANSUL-approved panels: i` ) 1L/JV/LUUJ 14.VV P!]A IIJDGIVIVV JLR11\1 IiIIV 0II11liII v~.Vua -2.2.7 Releasing Devices: The releasin9 devices sheN consist of a mefal erwiOSUre wlvch coMains a sprineWaded punc- ture Pin release mechanism arM a rribogen acWation car6idga. The re4easin9 device shall be opaWe of being actuated from an AtffOPULSE coMrol panel and/or direcVy from the delecflon syslem. - 22.8 petectors; TIThe detectors shall 6e eitl+er rafe mmpensaNg theimal tlefectors used with an AUTOPULSE Cantrd System (H suPwiWon is reQuired) or wiN a releasing davice (d suPervis+on is not tequired) ar Niey shaG be tlie msilA anic style desisned to secarate ai a speafic temPerdwre. rne fusink rnk styk shan na osed wiui a releaa irg device (when supervision Is not re,qufred). 22.9 N"en Cartrld9e: The nilra9an qrt+id9a shatlbe a sealed steN Pressure vessel containing nihiogen gas. The nihogen prtridge seaF shall be desyned to be punctured by the rNeasing device to supply the required pressure to acluate the dry chemical agent tardc(s). 2.2.10 Accessay ComPonenfs: Acceswry equipmeM shalt Oe avaiFaWe far use wdh the Ansul IN0.X system. Typical accessories shaA inchide alarm 6ells, waming IighLs, and electric, manual, or prreumatic puli sfations. 3.0 IMPLEMENTATON 3.71nstallatlon . . . . 3.1.1 The industriel fire supp'ession system shelt be designeA, instalkd, inspected, mainFained, and recharged in accor- . dance with the menuNadurets listed instruclion menuaL . . . 3.2 TraiNng . 32.1 Tratning shaN be conducted by rapresentatives of the manuFacWrer. . I p~LpNSULA1JfqAAN.AUTOPULSEFORAY.ardPLUSFlFfYaebzlemsASafA+mihcxPOrafetlaftetfiWlu ~ ANS!". WCORPQRATS-'. 0.WSiitJlOh "M~T. M~~-`T~, Nn 5414 3-2 5 4^ J? S73SJ41 t F. No. F-~F P/W2 Mud IMapomrv.M Litlw In U.S.A ~ ~ B RowN CONSTBUCtION SUBMITTAL COVER SHEET City of Wheat Ridge Police Evidence Storage Bldg. Project # M-02-04 W.M. Brown Project #20523 Date: W.M. Brown Submittal No.: 14 Specification Section: 09900 DESCRIPTION: Painting P.O. BoX 1048 Westminster CO 80036-1048 Ph# 303-430-8935 Fax# 303430-8940 Reviewed By: Crai nderson Pr ~ect Manager Ol/19/06 COMMENTS: Choice Paisst & Ssipp/y A Standox. . Spiesa. Nason. : eO*'MIn." Avtorraotlve - /~cc6sst~ctc.va/ - /rrdars~r6a/ 1591 W. Alameda Ave. Denver, Co. 80223 Phone: 303 777-7283 FaY: 303 777-4206 Choice Paint and Supply Ken Slivinski 1591 W. Alameda Ave Denver, Co. 80223 (720) 951-2508 cell Dynamic Painting C/o Brad Hatch/Terry Hirtz ~10,475 Irma Dr. #7 Northglenn, Co. 80233 - (303) 920-3238 Deaz Brad: January 17, 2006 I'd like to tUank you for the opportunity to help you with the submittals for the Wheahidge Police Evidence Storage project. You will fmd accompanying this cover page, material safety data sheets and technical data sheets for the project. The paint schedule is as follows: 3.06 Exterior System A. Ferrous Metal 1.A M06 Series Alkyd Meta1 Primer 1.B 170 Series Moorcraft Super Spec Latex Semi-Gloss B. Galvanized Meta1 1.A 023 Series Fresh Start All Purpose Latex Primer 1.B 170 Series Moorcraft Super Spec Latex Semi-Gloss continued... Continued... 3.07 Interior System A. Ferrous Metal 1.A M06 Series Alkyd Metal Primer 1.B 170 Series Moorcraft Super Spec Latex Semi-Gloss B. Galvanized Metal 1.A 023 Series Fresh Start All Pmpose Latex Primer 1.B 170 Series Moorcraft Super Spec Latex Semi-Gloss C. Gypsum Board 1.A 253 Series Moorcraft Super Spec Latex Enamel Undercoater 1.B 275 Series Moorcraft Super Spec Interior Flat Latex* 2.A 253 Series Moorcraft Super Spec Latex Enamel Undercoater 23 274 Series Moorcraft Super Spec Latex Eggshell* 3.A 253 Series Moorcraft Super Spec Latex Enamel Undercoater 3.13 271 Series Moorcraft Super Spec Alkyd Semigloss Enamel* *only if altemate is accepted If you should have any additional questions or needs, please feel free to contact me at (720) 951-2508. Thank you. Sincerely, Ken Slivinski Sales Representative ti N ~ °m m • Excellent corrosion resistance • Excellent adhesion • Fast recoat • Excellent hiding quality • Excellent leveling properties Priming structural steel, storage tanks, equipment, machinery, conveyers, metal buiidings, barges, fences and for general maintenance painting on interior or exterior surfaces. This modified alkyd primer permits same day finish coat application. Provides excellent long term corrosiom mntrol with outstanding adhesion properties. The abiliry to penetrate provides good performance over hand or power tool deaned wrfaces. • Not for immersion service, splash or spillage of adds, alkalies or strong solvents. Do not top coat with coating containing strong solvenis. Labor Saving Benefits Technical Data Red GenericType ModifiedAlkyd • This fast drying alkyd primer permits same day application of the finish pi9ment Type Cortosion I nhibitors &Select Inerts coat, saving time and giving better protection. Volume Solids 47! • The adhesion qualities generated by ihis unique formula add years of Theoretical Coverage 380 Sq. Ft. @ 2.0 Mils protection to the mating life. This results in a lower cost per square Film Thitkness - Wet 32 - 53 Mils foot per year. _ pry 15 - 2.5 Mils • The selected rust inhibition pigmenu provide additional protection for Dry Time-TO Touch 1 Hour Iong term corrosion control. - To Recoat 3- 4 Hours • The pigment balance of this formula achieves exceptional hiding Dries By Oxidation qualities for beiter resuits. Dry Heat Resistance 350` F • The vehide blend of this primer is designed to provide excellent Viscosity 85 t 5 KU Ieveling which increases protection and creates a professional result. Flash Point (Seta) 107° F 60° Spealar Gloss 10% Max _ COlors -Standard: M06-01 White . Surface Temperature At Appli cation - Min. 45" F M06-20 Red - Max. 95" P M06-70 Gfay Surface muA be dry and at least 5 above ffie dew pomt. Reductian - Brush Do not thin -Special Co/o/'s Contac[ your Benjamin Moore & Co. - Roller po not thin Representative -Spray Do not thin Clean Up Thinner M97 or Mineral Spirits Cert/fitatiOn: . Mixing Ratio N/A Master Painters Institu[e MPI #79 _ Induction Time N/A Formulated without lead, mercury or chmmates. Po[ Life @ 70° F WA Formulated with non-photochemically reactive solvents. Weight Per Gallon 1 o.6 Lbs. Does not contain any ozone-depleting substances, either Class I or Class II. 40" F Storage Temperature - Min. - Max. 90` F Analysis: moa~o~ Vo/ati/eOrganicCompounds(VOC) ' ~I}~pCd~- IronOVIEe 180% Ve~lcle: 5>.3% Unthinned Grams/Liter 416 /IldyVd/y by CwO/~ Neifi- ]0]Y Solv'meanEYG[Ettlvea........ 592°'. ,oo.ox ,oa.o^. Mixed Lbs./Gal. 3.47 M06 Alkyd Metal Primer ConCd. IN; Surfate Preparation Bare Steet All surfaces shall be free of mst, millscale, and mntaminants such as oil, grease, dirt, and saltr. Before any surface preparation is attempted, oil, and grease must be removed by employing SSPGSPi Solvent Cleaning. For large areas, use M83 OII & Grease Emulsrfier For Smal/ Areas Use Hand Tool Cleaning to SSPGSP2 to remove all loose millscale, mst, and other loose solid contaminants. Use Power Tool Cleaning to SSPGSP3 to remove all loose millscale, rust, and other loose solid mntaminants. For /mproved Performance Use Commercial Blast Cleaning to SSPGSP6 to remove millscale, rust, and other coniaminants and leave a roughened surface. Use Brush-Off Blast Cleaning to SSPC-SP7 to remove all Iwse miliscale rust, and other mntaminants. Firmly adherent millscale is not removed by this technique. The surface will be roughened. NOTICE: Removal of old paint 6y sanding, saaping or oiher means may generate dust or fumes which contain lead. Exposure to lead dust or iumes may cause adverse health effects, especiaily in children or pre gnant womea Controlling ezposure to lead or other hazardous substances requires the use of proper protec[ive equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and deanup. For additional information, <ontact the USEPA/Lead Information Hotline at 1-800-424-LEAD. Application lnformation This mating may be applied by brush, applicator pad, roller, conventional spray or aidess spray. Care must be taken to achieve the specific wet and dry film thicknesses. Even coats, free from sags, drips, streaks, bubbles, etc. must be obtained. Application Equipment Air or airless spray, brush, or roller Air Spray Equipment Remmmendations Binks Model 62 Spray Gun or equal. Fluid Nozzle Air Nozzle Atomizing Air Pressure Fluid Pressure (Measured at gun inlet) 63 B L046") 63 PB/66SK SS P51 25 PSI Low temperatures or longer hoses re4uire higher pot pressure. Proper atomization is necessary to obtain a smooth tinish. Airless Spray Equipment Recommendations: Binks Airless 7 Spray Gun or equal. Airless Tip Orifice Fluid Pressure Binks Tip No. .015" -.021 " 2,000 - 2,500 P51 9- 1560 / 9- 2150 CAUTION! Use 100 mesh manifold filter and gun with 100 mesh tip strainec Use appropriate tip and aYOmizing presmre For equipment, applicator technique and weather mnditions. ROllef Use a'/y" nap synthetic covec Do not use medium or long nap roller mvers. Clean Up Instructions For solvent based coatings, dean all equipment immediately after use wiih the reducer or solvent specified for the product being used. At the same time, flush out all tluid lines and carefully dean pressure pots. Use dean solvent only. It is also good prac[ice to periodically dean the spray tip or the fluid tip/air cap combination during the course of the working day or shift. Safety Information WARNING! COMBUSTIBLE LIQUID AND VAPOR! Contains mineral spirits: HARMFUL IF INHALED. MAY AFFEQTHE BRAIN OR NERVOUS SYSTEM CAUSING DIZZWE55, HEADACHE, OR NAUSEA- MAY CAUSE EYE, SKIN, NOSE, AND THROAT IRRITATION. NOTICE: Repea[ed and prolonged exposure to solvents may lead to permanent brain and nervous rystem damaga Eye watering, headaches, nausea, dizzmess, and loss of coordination are signs that solvent levels are too high. Intentional misuse by deliberately concentrating and inhaling the mntents may be harmtul or falal. Keep away from heat and flame. Close container after each use. Use only with adequate ventilation. Do not breathe vapors, spray miri, or sanding dusi. Do not get in eyes or on skin. WEAR A PROPERLY FITTED VAPOR/PARTINLATE RESPIRATOR APPROVED BY NIOSH for use with paints, eye protection, gloves, and protective dothing durinq application (or sanding; and until all vapors and spray mist are exhausted. In confined spaces or in situations where mntinuous spray operations are typical, or if proper respirator fit is not possible, wear a positive-pressure, supplied air respirator In ail cares, follow respiratoi manufacturer's dire<tions- Do not permit anyone without pmtection in the painting area. FIRST AID: If affected by inhalation of vapors or spray mist, remove m fresh air. In case of eye contact, flush immediately wlth plenry of wa[er for at least 15 minutes and call a physician. For skin, wash thoroughly with soap and watec In case of ingestion, DO NOT induce vomiting. Get medical help immediatey. M CASE OF: FIRE - Use foam, COi, dry chemical, or water fog. SPILL -Absorb with inert material and dispose of m acmrdance with applicable regulations. DISPOSAL: Follow all hazard statementr until it has been disposed oF. Contains organic solvents which may cause adverse effects on the environment if disposed of impropedy. Consult your sanitation department tor more information on disposal of empty containers. Dizposal of wastes mntaining either organic solvents or free-liquids in landfills is prohibited. Coniac[ your state-designated environmental agency for informatiom mncerning re-use, recyding, or disposal of solvent-borne paint. FOR PROFESSIONAL USE ONLY NOT FOR RESIDENTIAL USE KEEP OUT Of REACH OF CHILDREN Refer to Material SafeTy Data SheeY availa6le from your dealer for further safety and handling infarmation. Warranty & Limifation of Se//ers Liability All statemen6 made on any product label, pmduct manual, product data sheets, technical data charts or specification charts mntained herein, are accurate m the best of our knowledqe. The productr and information are iMended for use by persons having skill and know-how in the industry at their own discretion and risk. Benjamin Moore & Co. warrants only that its matings represented herein meet the formulation standards of eenjamin Moore & Co. NO OTHER NiARRANTY OR GUARANTEE OF ANY KIND IS MADE BY THE SELLER, EXPRESSED OR IMPLIED, S7ATUTORY, BY OPERATION OR LAW, OR OTHERWISE INCLUDING MERCHAMABILIN AND FITNESS FOR A PARTICULAR PURPOSE Workmanship, weather, construction equipment, qualiry ot other materials and other variables affecting the results are beyond our controL No agent, employee or representative of seller has any authoriTy to bind seller to any affirmation, representation or warranty except as stated above. M A T E R I A L S A F E T Y D A T A S H E E T Rev. 06B For Coating, Resins, and Related Materials NPCA 1-84 Manufacturer's Name Emergency Telep hone No. BENJAMIN MOORE & CO. 800-424-9300 (CHEMTREC) 51 CHESTNUT RIDGE RD MONTVALE, NJ 07645 Date Prepared Last Rev Date In£ormation Telephone No. 01-19-01 08-07-00 201-573-9600 For the most up-to-date MSDS information please visit our website www.benjaminmoore.com/msds/go.html SECTION I - PRODUCT ID - - HMIS CODE PRODUCT*: M06, nM06 HEALTH: 2* CLASS: SOLVENT THINNED PAINT FLAMMABILITY: 2 NAME: ALKYD METAL PRIMER REACTIVITY: 0 COLOR: ALL PEASONAL PROT: SARA TITLE 312 AC[7TE: Y CHRONIC: Y FIRE: Y PRESSURE: N REACTIVITY: N For a complete description of HMIS and an explanation of the PERSONAL P ROT: code, see Section XX. *NOTE: In the PAODUCT code a little n can be any capital letter of the alphabet except P or Q. - - - - - - - - - - - SECTION II HAZARDOOS INGREDIENTS INGREDIENT HAZ SARA MAX % CAS # TLV PEL STEL CEIL MM Hg Ethy1 Benzene Y N .1 000100-91-4 100 ppm 100 ppm 125 ppm N/E 10 @ 20C Stoddard Solvent Y N 30.8 008052-91-3 100 ppm 100 ppm N/E N/E 2.0 @ 20 Silica, Crystalline Y N .1 019808-60-7 .l mg/M3 .1 mg/M3 N/E - N/E N/A Iron Oxide Y N 7.2 001332-37-2 5 mg/M3 10 mg/M3 N/E N/E N/A Zinc Phosphate Y Y 3.1 007779-90-0 10 mg/M3 15 mg/M3 N/E - N/E N/A Aluminum Phosphate Y N 1.9 007784-30-7 10 mg/M3 N/E N/E N/E N/A Talc Y N 91.4 014807-96-6 2 mg/M3 2 mq/M3 N/E N/E N/A Methyl Ethyl Ketoxime Y N .2 000096-29-7 0.1 ppm N/E N/E N/E 2.0 @ 6£ Titanium Dioxide Y N 13.9 013463-67-7 10 mg/M3 10 mg/M3 N/E N/E N/A MSDS # : M06, nM06 Zinc Oxide Y Y 1.7 001319-13-2 10 mg/M3 10 mg/M3 N/E N/E N/A This product contains one or more reported carcinoqens or suspected carcinogens which are noted NTP, IARC, or OSHA-Z in the other limits recommended column. ..+++.~...-.e.~+++.++>++++++...++~+++~++«+.++++~++«+..+++~~+s.+.+++++«>.+~.++ Note: This product contains pigments which may become a dust nuisance when removed by abrasive blasting, sanding, or qrinding. This product may contain sma11 amounts of materials known to the State of California to cause cancer and reproductive harm. SECTION III PHYSICAL DATA BOIL RANGE: 0.0 to 0.0 WT/GL: 10.6 to 12.0 oVOL/VOL: 41.5 to 53.6 M.S.D.S for M06, nM06 Page 2 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: HEAVIER THAN AIR SECTION IV FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASS.: COMBUSTIBLE FLASH POINT: 107 F PMCC LEL a. 0.0 EXTINGOISHING MEDIA: FOAM C02 DRY CHEMICAL WATER FOG UNOSOAL FIRE AND EXPLOSION HAZARDS: Toxic qases may form when product burns. Closed containers may burst if exposed to extreme heat or fire. SPECIAL FIRE FIGHTING PROCEDORES: Cool exposed containers with water. Ose self-contained breathing apparatus. Do not use water stream on burning liquid. Ose self-contained breathing apparatus. SECTION V HEALTH HAZARD DATA EFFECTS OF OVEREXPOSORE - ACOTE: Inhalation - Harmful if inhaled. May affect the brain or nervous system causing dizziness, headache or nausea. Contact - Causes eye irritation. Contact - Causes skin irritation. Skin Absorption - Hazardous ingredients contained in this product have the capacity to be absorbed through the skin in suf£icient quantities to cause systemic toxicity. See Safe Handling and Use Information (Section VIII). Ingestion - Irritation of the digestive tract and nervous system depression (drowsiness, dizziness, loss of coordination and fatigue). Aspiration Hazard - This material can enter lungs during swallowing or vomiting and cause lung inflammation and damage. EFFECTS OF OVEREXPOSURE - CHRONIC: Contains: Crystalline Silica which has been determined to be carcinogenic to humans (1) by IARC when in respirable £orm. Risk of cancer depends on duration and level of inhalation exposure to dust from sandinq the dried paint or spray mist. NOTICE: Reports have associated permanent brain and nervous system damage with repeated, prolonged overexposure to solvents among persons engaged in the painting trade. Intentional misuse by deliberately concentrating and inhaling the contents may be harmful or fatal. IARC has classified Ethyl Benzene as possibly carcinogenic for humans (23). MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: Page 2 MSDS # : M06, nM06 Page 3 None expected when used in accordance with Safe Handling and Use In£ormation (Section VIII). Inhalation statement: Sanding dust inhalation may cause lung damage. Contains Methyl Ethyl Ketoxime (MEKO) which has been identi£ied as a potential animal liver carcinoqen. Currently, MEKO is not listed as a potential carcinogen by IARC, NTP or OSHA. PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES : Inhalation - Remove from hazard area, maintain breathinq, call physician. Skin Contact - Remove with soap and water. Eye Contact - Flush immediately with large amounts of water. Call physician Ingestion - Drink 1 or 2 glasses of water to dilute. DO NOT induce vomiting. Ca11 physician. SECTION VI REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCOR HAZARDOUS DECOMPOSITION PRODUCTS: Burning may produce carbon dioxide and carbon monoxide. CONDITIONS TO AVOID: Elevated temperatures and build up of vapors INCOMPATABILITY (MATERIALS TO AVOID): None reasonably foreseeable. SECTION VII SPILL OR LEAK PROCEDORES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Remove all sources of iqnition. Avoid breathing vapors. Use non-sparking tools to return materials to container. Absorb residue with Fullers earth. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. SECTION VIII SAFE HANDLING AND OSE INFORMATION RESPIRATORY PROTECTION: Wear a properly fitted vapor/particulate respirator approved by NIOSA for M.S.D.S for M06, nM06 Page 3 use with paints during application or sanding and until a11 vapors and spray mist are exhausted. In confined spaces or in situations where continuous spray operations are typical, or if proper respirator fit is not possible, wear a positive-pressure, supplied air respirator approved by NIOSH. VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentrations). Mechanical exhaust may be required in confined areas. Discharge exhaust only in area away from ignition sources. PROTECTIVE GLOVES: Solvent impermeable gloves are required. EYE PROTECTION : Splash goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adequate to protect skin. HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eating, smoking or using the washroom. SECTION IX SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Combustible - Keep away from heat and flame MSDS # : M06, nM06 OTHER PRECAOTIONS : Ose only with adequate ventilation. Avoid prolonged contact with skin and breathing of vapor spray mist or sanding dust. Close container after each use. Keep out o£ reach of children. Do not take internally. SECTION XX HMIS (Hazardous Materials Identification System)(R) NPCA HMIS is a recognized workplace Hazard Communications System as required by OSHA (29 CFR 1910.1200). Information on establishing a compliant hazardous communication program using HMIS is available from: American Labelmark Co., Inc., Labelmaster Division 5729 N. Pulaski Rd., Chicago, IL 60696 1-800-621-5806 The ratings assigned by Benjamin Moore & Co. are only suggested ratings; the contractor/employer has ultimate responsibility for HMIS rating where this system is used. PERSONAL PROTECTION: This code is left blank on Benjamin Moore & Co. MSDS's as it depends on application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appropriate protective equipment and beqinning work. There are codes available for this section which can be obtained from Labelmaster. This product contains at least one toxic chemical listed in Section II that is subject to the reporting requirements of section 313 of the Emergency Planning and Community Right-TO-Know Act of 1986 and 40 CFR 372. DISCLAIMER The information contained herein is presented in good faith and believed to be accurate as of the e£fective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from all sources to assure proper use of these materials and the saEety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and local laws and regulations. NOTICE: Removal of old paint by sanding, scraping or other means may generate dUSt or fumes which contain lead. Exposure to lead dust or fumes may cause adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For additional information, contact the USEPA/Lead Information Hotline at 1-800-LEAD-FYI. Page 4 l ~ o YA Co. , , COATINGS A Provides a total latex system, offering excellent resistance to blistering on new consiruciion. • Easy to apply. • Exceilent hiding and leveling properiies. BENJAMIN MOORE FRESH START ° All-Purpose 700% Acrylic Primer 023 ♦ Excellent adhesion even A premium quality, 100 % acrylic interior antl exterior primer over chalky surtaces. formulated for sealing and suppressing most bleeding type A Quick dry. stains: including crayon, graffiti, grease marks, water stains; cedar and redwood bleed; asphalt, creosote, rust and smoke. ~ Spatter resistant. In cases of severe bleeding, a solvent based primer should ♦ Minimal odor. be used to preveni stains from reappearing. Faesn Sraar combines many of the qualities desired in a primer: high hiding, excellent adhesion (even over chalky surfaces); blister resistance, quick dry, spatterproof and minimal odor with excellent flow and leveling. Interior: Use on new or previously painted wood, piywood, drywall, ceiling tile, Formica', Masonite", ceramic tile and cured piastec FResH Srnar is an excellent sealer and primer for use under new wallcoverings and can also be used as a primer coat over existing wallcoverings. Exterior: Use on new or previously painted wood, aluminum and hardboard siding, shingles, shakes, concrete, masonry, brick and metal surfaces. • Not recommended for sealing knots or over pine sap. • On hard, non-porous surfaces, such as glazed ceramics and metal, maYimum adhesion and hardness may take 3- 4 days to develop. • Do not appiy when air and surtace temperatures are below 50°F (10°C). Co/ors: -Standard: White White may be tinted to light pastels with up to 2.0 fl. oz. of Benjamin Moore & Co. colorants per gallon. For best hiding results, tint FaESH Srnar to the approximate shade of the finish coai. -Tint Bases: Benjamin Moore & Co. Deep Color 8ase (When tinted in accordance with Benjamin Moore & Co. prescriptions, Deep Color Base will provide a hiding base coat suitable for use under deep and intense colors.) -Special Colors: Contact your Benjamin Moore & Co. representative Certification: Formulated without lead, mercury, or chromates. Very low in VOCs. Federal Specifications Generic Equivalent Exterior: TT-P-007984 Interiar: TT-P-650-C Technical Assistance Availa6le thmugh your local authorized independent Benjamin Moore & Co. dealer. For the location of the dealer nearest you, call 1-800-826-2623, see www.benjaminmoore.com, or consult your local Yellow Pages. Thin With _ Clean Water Clean Up Thinner Clean Water WeightPerGallon` 10.1 lb. Storage Temperature - Min. 40°F - Matt. 90°F Volatile Organic Compounds (VOC) Unthrnned, this product is /ormulated not tn exceed 350 Grams/LiteP' Technical Data wnite Vehicle Type 100%_Acrylic Latex PigmentType' . , TitaniumDwxide Volume Solids" 29.3 % Theoretical Coverage At 400 - 450 Sq. Ft. Recommended Film Thickness Recommended Film Thickness - Wei 3.8 mils -Dry 1.7 mils Dry Time @ 77° F- Set To Touch 1 Hour (25°C) @ 50 % RH - To Handle 2 Hours - To Recoat 3 Hours Wh2n applying (inish coa( allowat least fhree-hom drybelw22n coa!s. Porthe mosf ellectiue sealing action, allow (o dry24 hours 6eloie linishing with a top coaY. Dries By Evaporatioq Coaiescence Viswsiry° 90 x 2 KU Flash Point (Seta) None 60° Specular Gloss Flat Surface Temperature at application - Min. 50° F - Max. 90° F ° Confacteanjamin Moor2 & Co roractwllew6, ivhich nuyo~maynclGesubstantiallyless lnansfafed. BENIAMIN MOORE Faesr+ SrwxY" Ali Puroose 100% Surface Preparation Primer (0231 Surface must be clean and free of dirt, grease, wax, mildew and scaling paint. Glossy surfaces can be primed without sanding or sudace degioss- ing. If surface is already stained, remove as much as possible by washing, sanding and scraping before applying FRESH SrnRT All Purpose 700% Acrylic Primer. Spot prime all nail holes, areas that need caulking or putty and any bare wood. Always reprime these areas before applying topcoai. New plaster and masonry must be ihoroughty cured. Metal surfaces must be free of mst. In cases oi severe bleeding, a solvent based primer such as FRESH SraRr Moorv+hite9 Penetrating Alkytl Primer (100), FRESH Srnar Fast-Dry Alkyd Primer (094), or FRESH Srnar All Purpose Alkyd Primer (024) should be used to prevent stains from reappearing. Mildew: It mildew is present, it must be removed with a commercial miidew wash or it wili continue to gmw through the fresh coating. Caution: Foliow manufacNrer's directions. Use rubber gloves and protective ciothing. Difficult Substretes: if the surfaces to be painted exhibit severe tannin or smoke staining, an alkytl basetl Benjamin Moore` primer may be your best choice for conquering these severe contlitions. ConsNt your Benjamin Moore dealer for further guitlance. Primer/Finish Systems For best hiding resW[s, tint FRESH SrnaT ro[he approximafe shade ot the tinish coat, especially when a significant color change is desired. A prop- erly tinted FRESH Srnar Deep Color Base (023 04) is essential for achieving best hiding results and minimizing the extra coats resul4 ing from tlrestic color chanqes. Plaster/Drywall, New: All plaster surfaces must be thoroughly ared for at least 30 tlays. Drywail surfaces must be free of sanding dust. Primer: 1 or 2 coats Faesr+ Srnar All Purpose 700% Acrylic Primer Finish: Appropriate Benjamin Moore tinish paini Plaster, Repaint: flemove any peeling or scaling paint, and sand these areas to feather edges smooth with adjacent surtaces. Greasy walis and ceilings must be washed with a strong detergent solution. Primer: 1 or 2 coaLS PaesH Sraar All Purpose 100 % Acrylic Primer Flnish: Appropriate Benjamin Moore finish paint Wood, New, Non-Bleeding: Primer (exterior): Gaution: Smooth pianed clapboards or siding must be sanded thoroughly to break the "mill glaze" allowing proper penetration and adhesion. Spot prime joints, cracks or rough spots with FRESH Srnar. Let dry at least 3 hours before applying overall coat of FaesN Srnar. Primer (interlor): t or 2 coats FRESH SrnaT Ali Purpose 100 % Acrylic Primer Finish: Appropriate Benjamin Moore finish paint Wood, Repaint (Including Shakes and Shingles): Primer: Spot prime as needed with FRESH S1naT AII Purpose 100°0 Acrylic Primer Finish: Appropriate Benjamin Moore finish paint Nard6oard Siding, Fac[ory Primed: Primer: 1 or 2 coats FRESH Srnar All Purpose 700 % Acrylic Primer Finish: Appropriare Benjamin Moore finish paint Masonry, New and Unpaintetl (Including Unglazed Brick): Poured con- crete and precast concrete must be ailowed to cure for 60-90 tlays; block constmc[ion shoultl be allowed to cure for 30-60 days. All surfaces must be thoroughty brushed with stiff fibre bristles to remove loose particles. Rough or Pitted Masonry: Primer: Moorcrafl" Super Craft'"^ Latex Biock Filier (285) Fin(sh: Appropriate Benjamin Moore finish paint Smooth Poured or Precast Concrete: Primer: t or 2 coats FAesN Sraar All Purpose 100 % Aaylic Primer Finish: Appropriate Benjamin Moore finish paint Masonry, Weathered and Unpaintetl (Including Unglazed Brlck): Primer: Not required if surface is firm. Loose, sandy masonry shouid 6e hosed tlown thoroughiy to remove surface particles, allowetl to tlry, then primed wiih Fsesn SrnaT All Purpose 100 % Acrylic Primer. Finish: Appropriate Benjamin Moore finish paint Masonry, Repaint (Including Unglazetl Brick): A common finish paint failure on masonry construction is peeling and scaling, oRen caused by painting over heavy chalk tleposits. The most practical and eNicieni way to remove this suhstance is with high pressure spray equipment. Multiple coats of paint that are in an advanced state of deterioration or prior appli- cations of cement based coatings must be removed to a sound substrate. Sand blasting or using a mechanical grintler are eifective means of preparation. Surfaces should then be primetl with a chalk bind- ing primer such as Moore'S Alkyd Masonry Sealer (C077)-White (C077- 07) or Clear (C077-00) Finish: Appropriate Benjamin Moore finish paint Metal SuAaces: Ail ferrous metal suAaces must be free of msi. Wipe ail metal surfaces with mineral spirits to remove any oily, greasy residue. Solvent and rags should be changetl frequentiy. Primer: 7 or 2 coats FRESH Srnar Ali Purpose 100 % Acrylic Primer Pinish: Appropriate 8enjamin Moore finish paint Application Mixing of Pafnt Stir fhoroughly before and occasionalty during use. Apply 7 or2 coats as received in the containec Do not thin. Two coats pro- vide the maximum sealing and stain suppressioa When spot-priming, double-coating or applying finish coat, aliow at least a ihree hour dry be[ween coats. Apply with a good quality synthetic brush, metlium-nap roller, or spray. Spray, ConventianaL See ThinninyCieanup below. Spray, Airless: Fluid Pressure -1,500 to 2,000 PSI; Tip -.018 Orifice; Filter - 50 mesh Thinning/Cleanup Do no[ thin; thinning will reduce Ihe sealing abiliry of ihis product Do not add other paints or solvents. Wash bmshes, rollers, spray guns and other painting tools in warm, soapy water promptly afler painting. Rinse spray equipment after cleaning with mineral spirits to preven[ msting. USE COMPLETELY OR OISPOSE OF PROPERLY. Dry, empry containers may be recycled in a can recycling program. Local disposal requirements vary; consult your sanitation department or state-tlesignated environmental agency for more information on disposal options. Environmental & Safety Information Use only with atlequate ventilation. Do not breathe spray mist or sand- ing dust. Avoid contact wifh eyes and prolonged or repeatetl contact with skin. Wear eye protection and gloves during application or sanding. A dusf/particulate respirator approved by NIOSH should be worn when sanding or spraying. Cbse container aiter each use. FIRST AID: If you experience difficulry in breathing, leave the area to obtain fresh air. IN CASE OF SPILL -Absorb with inert material and tlispose oi as speo- ifiEd tIDdEr Thinning/Cleanup. Natnitlous Material51A¢ntifcatian SystemG NPCA HealU Flammab::tyll Reacoviry ❑ PersonalpcnO=Minimal; E=5evere Mazard KEEP OUT OF REACH UF CHILDREN Proteet from freezing. Material Safety Data Sheets availa6le on request from your servicing dealer. ~ vrinsa on RecYClcd Papcr M A T E R I A L S A F E T Y D A T A S H E E T Rev. 09a For Coating, Resins, and Related Materials NPCA 1-89 Manu£acturer's Name Emergency Telephone No. BENJAMIN MOORE & CO. 800-424-9300 (CHEMTREC) 51 CHESTNOT RIDGE RD MONTVALE, NJ 07645 Date Prepared Last Rev Date Information Telephone No. 01-19-01 08-30-99 201-573-9600 For the most up-to-date MSDS infoxmation please visit our website www.benjaminmoore.com/msds/go.html SECTION I - PRODUCT ID HMIS CODE PRODUCT*: 023, n023 HEALTH: 1 CLASS: WATER THINNED PAINT FLAMMABILITY: 0 NAME: BM FRESH START ALL PURPOSE 100% ACAYLIC PAIMER REACTIVITY: 0 COLOR: ALL PERSONAL PROT: SARA TITLE 312 ACUTE: N CHRONIC: N FIRE: N PRESSURE: N REACTIVITY: N For a complete description of HMIS and an explanation o£ the PERSO NAL PROT: code, see Section XX. *NOTE: In the PRODUCT code a little n can be any capital letter of the alphabet except P or Q. _ _ SECTION II HAZARDOUS INGREDIENTS INGREDIENT HAZ SARA MAX % CAS # TLV PEL STEL CEIL MM Hg Hydrous A1um Silicates Y N 8.9 001332-58-7 10 mg/M3 10 mg/M3 N/E N/E N/A Titanium Dioxide Y N 11.3 013463-67-7 10 mg/M3 10 mg/M3 N/E - N/E N/A Diatomaceous Earth - Y N 3.5 061790-53-2 10 mg/M3 5 mg/M3 N/E N/E N/A NOTE: This product contains no reported or suspected carcinogens NOTE: This product contains piqments which may become a dust nuis ance when removed by abrasive blasting, sanding, or grinding. This product may contain small amounts of materials known to the S tate of California to cause cancer and reproductive harm. - SECTION III PHYSICAL DATA BOILING RANGE: N/A WT/GALLON: 9.7 to 10.1 %VOL.BY VOLUME: 69.7 to 70.8 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: _ _ _ HEAVIEA THAN AIR _ _ SECTION IV FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASS.: NOT REGOLATED FLASH POINT: > 250 F PMCC LEL: Not Applicable EXTINGUISHING MEDIA: FOAM C02 DRY CHEMICAL WATER FOG ONUSOAL FIRE AND EXPLOSION HAZARDS: Toxic gases may form when product burns. Closed containers may burst if exposed to extreme heat or fire. SPECIAL FIRE FIGHTING PROCEDURES: Cool exposed containers with water. lJSe self-contained breathing apparatus. M5D5 # : 023, n023 Page 2 - - - - - - - - SECTION V HEALTH HAZARD DATA EFFECTS OE OVEREXPOSORE - ACUTE: Inhalation - Causes nose and throat irritation. Inhalation - Causes lung irritation. Skin and Eye Contact - Primary irritation. Ingestion of large amounts could cause serious injury. EFFECTS OF OVEREXPOSURE - CHRONIC: None Known MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: None expected when used in accordance with Safe Handling and Use Information (Section VIII). PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDORES : Inhalation - Remove to fresh air. Get medical help for any breathing difficulty. Eye Contact - F1ush thoroughly with water. Call physician. Skin Contact - Wash with soap and water. . Ingestion - Drink 1 or 2 glasses of water to dilute. DO NOT induce vomiting. Call physician. SECTION VI REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCOR CONDITIONS TO AVOID: Elevated temperatures HAZARDOUS DECOMPOSITION PRODOCTS: Burninq may produce carbon dioxide and carbon monoxide. INCOMPATABILITY (MATERIALS TO AVOID): None reasonably foreseeable. SECTION VII SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Flush with water. Absorb with sawdust or rags. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. SECTION VIII SAFE HANDLING AND USE INFORMATION RESPIRATORY PROTECTION: Use NIOSH approved respirator speci£ied for protection against paint spray mist and sanding dust in restricted or confined areas. VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentrations). Mechanical exhaust may be requiredin confined areas. PROTECTIVE GLOVES: Waterproof during repeated contact. EYE PROTECTION : Splash goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adequate to protect skin. HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eating, smoking or using the washroom. SECTION IX SPECIAL PRECAUTIONS PRECAOTIONS TO BE TAKEN IN HANDLING AND STORAGE: Do not throw or drop containers. OTHER PRECAOTIONS : Avoid contact with eyes and prolonged contact with skin or breathing of MSDS 023, n023 . Page 3 spray mist or sanding dust. Close container after each use. Keep out of reach of children. Do not take internally. SECTION XX HMIS (Hazardous Materials Identification System)(R) NPCA HMIS is a recognized workplace Hazard Communications System as required by OSHA (29 CFR 1910.1200). Information on establishing a compliant hazardous communication program using HMIS is available from: American Labelmark Co., Inc., Labelmaster Division 5724 N. Pulaski Rd., Chicago, IL 60646 1-800-621-5808 The ratings assigned by Benjamin Moore & Co. are only suggested ratings; the contractor/employer has ultimate responsibility for HMIS ratinq where this system is used. PERSONAL PROTECTION: This code is left blank on Benjamin Moore & Co. MSDS's as it depends on application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appropriate protective equipment and beginning work. There are codes available for this section which can be obtained £rom Labelmaster. Note: There are no SARA reportable materials in this product DISCLAIMER The information contained herein is presented in good faith and believed to be accurate as of the ef£ective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from a11 sources to assure proper use of these materials and the safety and health of employees. Any use of this data and information must be determined by the user to be in accordance.withapplicable federal, state and 1oca1 laws and requlations. NOTICE: Removal of old paint by sanding, scraping or other means may generate dust or fumes which contain lead. Exposure to lead dust or fumes may cause adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For additional information, contact the USEPA/Lead Information Hotline at 1-800-LEAD-FYI. ♦ Excellent hiding. ♦ Exceptional gloss retention. ♦ Exceptional fiim tlurability. ♦ Provides mildew resisiant coating. • Easy to apply. ♦ Rapid dry for quick recoating. ♦ Soap and water cleanup. Recommended for wood siding, irim, shakes and shingles; hardboard, aluminum, and vinyl siding; stucco, cinder block and unglazed brick, and primed metal. CCo/ors: -Standard: 17001 White (May be tinted with up to 2.0 fl. oz. of Benjamin Moore & Co. Color Previee colorants per gallon.) -Tint Bases: Benjamin Moore & Co. bases 1 B, 28, 3B, & 48 -Special Co/ors: Contact your Benjamin Moore F. Co. representative Certification: Formulated without lead, mercury, or chromates. Federa! Specifications Generic Equivalent Tf-P-96D, TT-P-558 Technical Assistance Available through your local authorized intlependent Benjamin Moore & Co. dealer. For ihe location of the dealer nearest you, call 1-800-8264623, see www.benjaminmoore.com, or consuit your local Yellow pages. M008CRAFT Super SpecO Lafex House & Trim Paint 770 An exterior 100 % acryiic latex semi-gloss house and trim paint. Limitations; • Do not apply when temperature of air and surface is 6elow 50° F(10° C), nor on damp and rainy days. Technical Data Whife Vehicle Type 100 % Acrylic Latex PigmentType TitaniumDioxide Volume Solids 33 % Theoretical Coverage At 400-475 Sq. Ft. Recommended Film Thickness Be sure to eslima(e the rightarnount olCaint lor thejob. 7his will ensuie propercoverdgeand minimize the disposal olexcess paint.. . Recommended Film Thickness - Wet 3.4 mils -Dry 1.1 mils Dry Time @ 77° F- Set To Touch 1 Hour (25° C) @ 50 % RH - Dry To Touch 1 Hour -TO Recoat 4 Hours -TO Hard Dry Overnight Dries By Evaporation, Coalescence Viscosity° 90 i 2 KU Flash Point (Seta) None 60° Specular Gioss Semi-Gloss Surface Temperature at application - Min 50° F - Max. 90° F Thin With: Clean Water Clean Up Thinner Clean Water Weight Per Gallon° 10.0 Ibs. Storage Temperature - Min. 40° F - Max. 90° F Volatile Organic Compountls (VOC) Unthinned, this product is /oimulated nof to exceed 150 Grams/Liter' ` "COnLacfBen/amin Meme 8 Co. Nrachialleuels. w'nich nayoimayno!Cesubslanlialty!ess tlun s/a;cd ° ualueS?it'en arelolcclo: shown; o(YZrcolors rHy rary MOORCRAFT Super Spec° Latex House & Trim Paint (170) Surface Preparation Surfaces must be clean and free of dirt, mildew, grease, excess chalk, loose or scaling paint. Giossy suriaces should be dulied. If mildew is evi- tlent it must be removetl by application of a commercial miidew wash. CAUTION: Follow manufacturers application and safety directions. Unweatheretl areas such as eaves, ceilings and overhangs should be washetl with a detergent solution and/or rinsed with a strong stream ot water irom a garden hose to remove surface salts that can in[er- fere with properadhesion. For metal surfaces, remove rust Wipe with paint thinner to remove surface oils. Loose, sandy masonry and sNCCO should be dry-brushed down to a firm sudace. Masonry, New and Unpainted (Including Unglazed Brick): Rough or Pitted Masonry: Primer. Moorcrak Super Craft3 Latex Block Filler (285) Finish: 1 or 2 coaGS Moorcreft Super Spec Latex House and Trim Paint Smooth Poured or Precast Concrete: Primer: Moore's Acrylic Masonry Sealer (066), Moore's High Build Acrylic Masonry Primer (068), or Moorcraft Super Spec Latez 6cterior Primer (169) F(nish: t or 2 coats Moorcraft Super Spec Latex House and Trim Paint Masonry, Aepaint (Including Unglazed Brick): Primer: No primer is required if surface is firm; otherwise, prime with a chalk binding primer such as Moore'O Alkyd Masonry Sealer - White (C077 ot) or Clear (C077 00) or Moore's Acrylic Masonry Seaier- White (066 Ot) or Clear (066 00) PiNsh: t or 2 coats Moorcraft Super Spec Latex House and Trim Paint Poured and precast concrete must be allowed to cure tor 30 days; block consVUCtion should be allowed to cure for 30 tlays. A common exterior paint faiWre on masonry constmction is peeling and scaiing, often caused by painting over heavy chalk deposits. The most practical and etficientway to remove this substance is with high pressure spray equipment Multiple coats of paint that are in advanced state oi deterioration or prior applica- tions of cement based coatings must be removed to a sound substrate. Sandblasting or using a mechanicai grinder are eHec[ive means of prepa- ration. All surfaces must be thoroughly prepared by removing the laitance antl all loose particles. . NOTICE: Removal of old paint by sanding, scraping or other means may generate dust or fumes which coniain lead. Exposure to lead dust or fumes may cause adverse health effeds, especially in children or preg- nant women. Controlling exposure to Iead or other hazardous substances requires the use of pmper protective equipment, such as a propedy titted respirator (NIOSH approved) and proper containment and cleanup. For adtlitional information, contact the USEPAlLead Information Hotline at 7-800-424-LEAD. Primer/Finish Systems For best hiding results, tim the primer to the approximate shade of the finish coat. Special Nate: Certain custom colors require a Deep Color Base Primer [inted to a special prescription formuia to achieve ihe tlesired color. Consult your dealer. On most surfaces, appty Moorcraft Super Spec Alkytl Exterior Primer (176) (wootls that tend to stain) or Moorcraft Super Spec Latex Exterior Primer (769) (non-staining woods, masonry, and galvanized metal). Spoh prime all nail holes, areas that need caulking or putty, antl bare wood areas. Reprime all puttietl or caulked areas before applying topcoat. Note: To minimize tannin bleeding from unpainted cedar or redwood, prime entire surface wi[h Moorcraft Super Spec Alkyd Exterior Primer (176). SpoFprime butt ends, joints or bare spots on previously stained sur- facea A primer is noi requiretl on tirm unpainted or weathered masonry. Prime unpaintetl or msted metal with IronclatlO Alkyd Low Wstre Metai and Wood Enamel (C763). Aluminum and galvanized metal, iree of mst, require no primer. Benjamin Moore' oflers a number of specialry primers for use over difficuli substrates such as bleeding woods, grease, crayon markings, hard glossy surfaces, galvanized metal, or other substrates where paint adhesion or stain suppression is a particular problem. Your Benjamin Moore dealer can recommend the right problem-solving primer for your special needs. Wood, New (Including Shakes antl Shingles); Hardboard Sltling, Bare or Factory Primed; Smooth Masonry, Weathered and Unpainted: Primer: MoomraK Super Spec Alkyd Exterior Primer (776) Finish: t or 2 coats Moorcraft Super Spec Latex House and Trim Paini Wood, RepaVnt (including Shakes antl Shingles); Hard6oard Sitling, Repaint: Primer: Prime or spot prime as needed with Moorcrafl Super Spec Alkyd EMerior Primer (176) or Moorcraft Super Spec Latex Exterior Primer (169) Finish: 1 or 2 coaGS Moorcraft Super Spec Latex House and Trim Paint Application Stir thoroughly before use. Appiy 1 or 2 full even coats by brush, roller or spray gun. Have enough paint boxed or mixed in a container to complete an entire section. This practice is especially important with custom blended colors. Do not add other paints or solvents. Spray, Conventional: see ThlnninyCieanup. Spray, Airless: Fluid Pressure- 7,500 to 3,000 PSI; Tip-.017-.0190rifice; Fiiter-60mesh. Thinning/Cleanup Thinning is unnecessary, but ii required to obtain desired application prop- erties, a small amount of clean water may be addetl. Never atltl other pain[s or solvents. Clean bmshes, roilers and other painting tools in warm soapy water aRer use. Spray equipment shouitl be given a final rinse with mineral spirits to prevent rusting. USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empry containers may be recycied in a can recyding program. Local disposal require- ments vary; consult your sanitation department or state-tlesignatetl environmental agency for more information on disposal options. Environmental & Safety Information Use only with atlequate ventllation. Do not breathe spray mist or sanding dusi. Avoid comact with eyes and prolonged or repeated contact with skin. Wear eye protection and gloves during application or sanding. A dust/particu- late respirator appmved by NIOSH shouid be wom when sanding or spreying. Cbse container after each use. FIRST AID: If you experience difliculry in breathing, leave the area to obtain iresh air. W CASE OF SPILL: Absorb with inert material and dispose of as speci- fiBd und2fThinnfng/Cleenup. KEEP OUT OF REACN OF CHILDREN Protect irom freezing. Material Safety Uata Sheets availa6le on request from your servicing dealer. Prin~M an ~]Pl kccYdcd Vapcr M A T E R I A L S A F E T Y D A T A S H E E T Rev. 06B For Coating, Resins, and Related Materials NPCA 1-89 Manufacturer's Name Emergency Telephone No. BENJAMIN MOORE & CO. 800-429-9300 (CHEMTREC) 51 CHESTNOT RIDGE RD MONTVALE, NJ 07645 Date Prepared Last Rev Date Information Telephone No. 01-19-01 12-15-97 201-573-9600 Far the most up-to-date MSDS information please visit our website www.benjaminmoore.com/msds/go.html SECTION I - PRODOCT ID HMIS CODE *i PROD[7CT*: 170, n170 HEALTH: 1 CLASS: WATER THINNED PAINT FLAMMABILITY: 0 NAME: MOORCRAFT SUPER SPEC LATEX HOOSE & TRIM PAINT REACTIVITY: 0 COLOR: ALL PERSONAL PROT: SARA TITLE 312 ACUTE: N CHRONIC: N FIRE: N PRESSURE: N REACTIVITY: N For a complete description of HMIS and an explanation o£ the PERSONAL PROT: code, see Section XX. *NOTE: In the PRODOCT code a little n can be any capital letter o£ the alphabet except P or Q. SECTION II HAZARDOUS INGREDIENTS INGREDIENT HAZ SARA MAX o CAS # . TLV PEL STEL CEIL MM Hg 2inc Oxide Y Y 2.5 001319-13-2 10 mg/M3 10 mg/M3 N/E N/E N/A Titanium Dioxide Y N 17.6 013463-67-7 10 mg/M3 10 mg/M3 N/E N/E N/A Hydrous Alum Silicates Y N 9.7 001332-58-7 10 mg/M3 10 mq/M3 N/E N/E N/A NOTE: This product contains no reported or suspected carcinogens Note: This product contains pigments which may become a dust nuisance when removed by abrasive blasting, sanding, or grinding. This product may contain small amounts of materials known to the State o£ California to cause cancer and reproductive harm. SECTION III PHYSICAL DATA BOILING RANGE: N/A WT/GALLON: 9.0 to 10.2 oVOL BY VOLUME: 66.4 to 69.7 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: HEAVIER THAN AIR SECTION IV FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASS.: NOT REGOLATED FLASH POINT: > 250 F PMCC LEL: Not Applicable EXTINGUISHING MEDIA: FOAM C02 DRY CHEMICAL WATER FOG UNUSUAL FIRE AND EXPLOSION HAZARDS: Toxic gases may form when product burns. MSDS # : 170, n170 Closed containers may burst if exposed to extreme heat or £ire. SPECIAL FIRE FIGHTING PROCEDURES: Cool exposed containers with water. Use self-contained breathing apparatus. SECTION V HEALTH HAZARD DATA EFFECTS OF OVEREXPOSURE - ACUTE: Inhalation - Irritation of the respiratory tract. Skin and Eye Contact - Primary irritation. Ingestion of large amounts could cause serious injury. EFFECTS OF OVEREXPOSURE - CHRONIC: None Known MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: None expected when used in accordance with Safe Handling and Ose Information (Section VIII). PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES : Inhalation - Aemove to fresh air. Get medical help for any breathing difficulty. Eye Contact - Flush thoroughly with water. Call physician. Skin Contact - Wash with soap and water. Ingestion - Drink 1 or 2 glasses of water to dilute. DO NOT induce vomiting. Call physician. SECTION VI REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCUR CONDITIONS TO AVOID: Elevated temperatures HAZARDO[7S DECONPOSITION PRODUCTS: Burning may produce carbon dioxide and carbon monoxide. INCOMPATABILITY (MATERIALS TO AVOID): None reasonably foreseeable. SECTION VII SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: F1ush with water. Absorb with sawdust or rags. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. SECTION VIII SAFE HANDLING AND USE INFORMATION RESPIRATORY PROTECTION: or using the washroom. Page 2 Use NIOSH approved respirator speci£ied £or protection against paint spray mist and sanding dust in restricted or confined areas. VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentrations). Mechanical exhaust may be required in confined areas. PROTECTIVE GLOVES: Waterproof during repeated contact. EYE PROTECTION : Splash goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adequate to protect skin. HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eating, smoking SECTION IX SPECIAL PRECAUTIONS MSDS # : 170, n170 - - - - - - - - - PRECAOTIONS TO BE TAKEN IN HANDLING AND STORAGE: Do not throw or drop containers. OTHER PRECAUTIONS : Avoid contact with eyes and prolonged contact with skin or breathinq of spray mist or sanding dust. Close container after each use. Keep out of reach o£ children. Do not take internally. SECTION XX HMIS (Hazardous Materials Identification System)(R) NPCA AMIS is a recognized workplace Hazard Communications System as required by OSHA (29 CFR 1910.1200).. Information on establishing a compliant hazardous communication program using HMIS is available from: American LabelmarkCO., Inc., Labelmaster Division 5724 N. Pulaski Rd., Chicago, IL 60696 1-800-621-5808 The ratings assiqned by Benjamin Moore & Co. are only suggested ratings; the contractor/employer has ultimate responsibility for HMIS rating where this system is used. PERSONAL PROTECTION: This code is left blank on Benjamin Moore & Co. MSDS's as it depends on application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appropriate protective equipment and beginning work. There are codes available for this section which can be obtained from Labelmaster. This product contains at least one toxic chemical listed in Section II that is subject to the reporting requirements of section 313 of the Emergency Planning and Community Right-TO-Know Act of 1986 and 90 CFR 372. DISCLAIMER The information contained herein is presented in good faith and believed to be accurate as of the effective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from all sources to assure proper use of these materials and the safety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and local laws and regulations. NOTICE: Removal of old paint by sanding, scrapinq or other means may generate dust or £umes which contain lead. Exposure to lead dust or Pumes may cause adverse health effects, especially in children or pregnant women. Controllinq exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly £itted respirator (NIOSH approved) and proper containment and cleanup. For additional information, contact the USEPA/Lead Information Aotline at 1-800-LEAD-FYI. Page 3 OOTe& A Ideal tor sealing a variety of porous and non- uniform surtaces, including wallboard. A Excellent holdoui and adhesion properties, even to glossy surfaces. ♦ Easy to apply and dries quickly. ♦ Same day topcoat. • Performs equaliy well underneath either Benjamin Moore's latex or solvent-based paints. ♦ Easy to apply, spatter resistant, rapid dry for quick recoating, and soap and water cleanup. ♦ Deep Color Base Primer (04) maximizes hiding power of clean, deeper finish coats. For new or previously painted drywall construction, plaster, composition board, non bleeding woods and concrete. Suitable for eMerior masonry and biock construction that is in sound, chalk free condition. Colors: -Standard: 253-00 White, 253-04 Deep Color Base Primer (May be tinted with up to 2.0 fl. oz. of Benjamin Moore & Co. Color PreviewO colorants per gallon.) -Tinf Bases: Not Available -Specia! Colors: Contact your Benjamin Moore & Co. representative Certification: Master Painters Institute MPI #50 Formulated wiihout lead, mercury, or chromates. Federal Specifications Generic Equivalent TT-P-650-C Technical Assistance Available through your Iocai authorized independent Benjamin Moore & Co. dealer. For the location of the dealer nearesi you, cali 1-800-826-2623, see www.benjaminmoore.com, or consult your local Yellow pages. MOORCRAFT Super SpecO Latex Enamel Undercoater & Primer Sealer 253 An acrylic blended latex primer designetl for multiple uses. • Not recommended for use on bare metal. Do not apply when air and surtace temperatures are below 50°F (10°C). Technical Data Vehicle Type Acrylic Blendetl Latex Pigment Type Titanium Dioxide Volume Solids 31% Theoretical Coverage At 400-500 Sq. Ft. Recommended Film Thickness Recommended Film Thickness Wel 3.6 Mils - Dry 1.1 Mils Dry Time @ 77' F- Set To Touch 1/2 Hour (25° C) @ 50 % RH - Dry To Touch 1 Hour -TO Recoat t Hour - To Hard Dry 4 Hours Dries By Evaporation, Coalescence Viscosity 92 ± 3 KU Flash Point (Seta) None - 60° Specular Gloss Flat Surface Temperature at application - Min. 50' F - Max. 90° F Thin With: Clean Water Clean Up Thinner Clean Water Weight Per Gallon 10.8 Ib. Storage Temperature - Min. 40° F - Max. 90° F Volatile Organic Compounds (VOC) Unthinned, this product is /ormulated not to exceed 200 Grams/Li[er"* "Contact 8enjamin Moore & Co. loracNal tevels, which may ormay not be substantialty less ihan stated. MODRCRAFf Super Spec° Latex Enamel Undercoater & Primer Sealer (253) Surface Preparation Surfaces to be primetl must be clean, dry, and free of wau, grease, dusl, mildew, water soluble materials, antl scaling paim. Remove any peeling or scaling paini, and sand these areas ro feather edges smooth wiN adjacen[ surfaces. Apply Moorcraft Super Spec Latex Enamel Undercoa[er & Primer Sealer before and after filling nail holes, cracks, and other surface impedec- tions. Sand when dry. New plaster or masonry surfaces must be ared 6efore priming. Poured con- crete and precast concrete must be allowed to wre tor 30 - 60 days; block construction should be allowetl ro cure for 30 days. Ali suAaces must be thor- oughly brushetl wi[h st8f fibre bristles to remove loose particles. NOTICE: Removal of old paint by sanding, scraping or other means may generate dust or fumes which contain Iead. Exposure to lead dust or tumes may cause adverse heaith effects, especially in chiltlren or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protec6ve equipment, such as a properly fitted respirator (NIOSH approved) and proper coMainment and cleanup. For additional information, contac[ the USEPA/Lead Information Hotline a[ 1-800-424-LFAD. Application Stir thoroughly before use. Apply by brush, roller, or spray. Apply generously using ovedapping strokes, brushing or rolling from unpaintetl into painted areas. Apply before and after filling nail holes, cracks, antl other surface imperfec- tions. Sand smooth when dry. Spray, Rirless: Fluitl Pressure - 1,500 to 3,000 PSI; Tip-.0770rifice; Rtter-60mesh. Thinning/Cleanup Thinning is unnecessary, but rf required ro obtain desired application proper ties, a small amount of clean water may be added. Never add other paints or solvenis. Clean brushes, rollers and other paintlng tools in warm soapy water after use. Spray equipment should be given a final rinse wiN mineral spirits to prevent rusting. Primer/Finish Systems Por best hiding resuits, tint the primer to the approximate shade of ihe fnish coat, especiafly when a significant color change is desired. Special Note: Certain custom colors require a Deep Color Base Pdmer tin4 ed to a special prescription formula to achieve ihe desiretl color. Consult your dealer. Benjamin MooreO ofters a number of specialry primers for use over diffiwlt substrates such as bleeding woods, grease, crayon markings, hard glossy surtaces, galvanizetl metal, or other substretes where paint adhesion or stain suppression is a particular problem. Your Benjamin Moore dealer can recom- mend the right problem-solving primer for your special needs. Wootl, New (NOn-Bleeding): Prlmer: Moorcrak Super Spec Latex Enamei Undercoa[er & Primer Sealer Finish: Appropriate Benjamin Moore inierior finish paint Wood, Repaint: Primer: Prime or spot prime as needed with Moorcraft Super Spec Latex Enamel Undercoater & Pnmer Sealer Finish: Appropriate Benjamin Moore interior finish paint PlasterlDrywall, New: Primer: Moorcrafl Super Spec Latex Enamel Undercoater & Primer Sealer Finish: Appropriate Benjamin Moore interiortinish paint Plaster/Drywall, Repainl: Primer. Prime or spot prime as needed with Moorcraft Super Spec Latex Enamel Undercoater & Primer Sealer Finish: Appropriate Benjamin Moore interior finish paini Masonry, New: Rough or Pittetl Masonry: Primer: Moorcraft Super CrattO Latex Block Ftler (265) Finish: Appropriate Benjamin Moore interior finish paint Smooth Poured or Precast Concrete: Primer: Moorcraft Super Spec Lafex Enamel Undercoater & Primer Sealer Finish: Appropriate Benjamin Moore interior finish paint Masonry, Repaint: Primer: Prime or spot prime as needed with Moorcratt Super Spec Latex Enamel Untlercoater & Primer Sealer Finish: Appropriate Benjamin Moore interior finish pain[ USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empry containers may be recycled in a can recycling program. Local disposal requirements vary; consult your sanitation depar[ment or sfate-tlesignated environ- mental agency for more iniormatlon on disposal options. Environmental & Safety Information Contains: Crystalline Sllica that can cause rancer when in ihe respirable form (spray mist or sanding dust). Use only wtth adequate ventllation. Do not breathe spray mist or sanding tlust. Avoid contact with eyes and prolonged or repealed contact with skin. Wear eye protection and gloves during application or sanding. A dusUparticulate respirator approved by NIOSH should be worn when sanding or spraying. Ciose container afler each use. FIRST AID: If you experience difliculry in breathing, leave area to obtain iresh air. If continued difficulty is erzperienced, get medical assistance immediately. IN CASE OF SPILL: Absorb with inert material and dispose of as specified underThinning/Cleanup. KEEP OUT OF REACH OF CHILDREN Protect fram freezing. Material Safeiy Data Sheets available on request fram your servicing dealer. ~ ra~wa o~ a~r~i d v~xr M A T E R I A L S A E E T Y D A T A S H E E T Rev. OSB For Coating, Resins, and Related Materials NPCA 1-89 Manufacturer's Name Emergency Telephone No. BENJAMIN MOORE & CO. 800-929-9300 (CHEMTREC) 51 CHESTNOT RIDGE RD _ MONTVALE, NJ 07645 Date Prepared Last Rev Date Information Telephone No. 01-19-01 12-15-97 201-573-9600 For the most up-to-date MSDS information please visit our website www.benjaminmoore.com/msds/go.html SECTION I - PRODOCT ID HMIS CODE PRODUCT*: 253, n253 HEALTH: 1 CLASS: WATER THINNED PAINT FLAMMABILITY: 0 NAME: MOORCRAFT SUPER SPEC LTX ENAMEL ONDERCOATER & P/S REACTIVITY: 0 COLOR: ALL PERSONAL PROT: SARA TITLE 312 ACOTE: N CHRONIC: N FIRE: N PRESSURE: N REACTIVITY: N For a complete description of HMIS and an explanation of the PERSONAL PROT: code, see Section XX. *NOTE: In the PRODOCT code a little n can be any capital letter of the alphabet except P or Q. SECTION II fIAZARDOUS INGREDIENTS INGREDIENT HAZ SARA MAX I CAS # TLV PEL STEL CEIL MM Hg Titanium Dioxide Y N 9.0 013463-67-7 10 mg/M3 10 mg/M3 N/E N/E N/A Hydrous Alum Silicates Y N 6.0 001332-58-7 10 mg/M3 10 mg/M3 N/E N/E N/A Calcium Carbonate Y N 16.7 000971-34-1 10 mg/M3 5 mg/M3 N/E N/E N/A Ethylene Glycol Phenyl Ether Y Y 1.0 000122-99-6 N/E N/E N/E N/E <.01 @ 2 - - NOTE: This product contains no reported or suspected carcinogens Note: This product contains pigments which may become a dust nuisance when removed by abrasive blasting, sanding, or grinding. This product may contain small amounts of materials known to the State of California to cause cancer and reproductive harm. SECTION III PHYSICAL DATA BOILING RANGE: N/A WT/GALLON: 10.8 to 10.9 %VOL BY VOLUME: 66.1 to 69.6 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: HEAVIER THAN AIR SECTION IV FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASS.: NOT REGOLATED FLASH POINT: > 250 F PMCC LEL: Not Applicable MSDS # : 253, n253 EXTINGUISHING MEDIA: FOAM C02 DRY CHEMICAL WATER FOG UNUSUAL FIRE AND EXPLOSION HAZARDS: Toxic gases may form when product burns. Closed containers may burst if exposed to extreme heat or fire. SPECIAL FIRE FIGHTING PROCEDURES: Cool exposed containers with water. Ose self-contained breathing apparatus. SECTION V HEALTHHAZARD DATA EFFECTS OF OVEREXPOSORE - ACUTE: Inhalation - Irritation of the respiratory tract. Skin and Eye Contact - Primary irritation. Ingestion o£ large amounts could cause serious injury. EFFECTS OF OVEREXPOSORE - CHRONIC: None Known MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: None expected when used in accordance with Safe Handling and Use Information (Section VIII). PRIMARY ROUTE(5) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCED[IRES : Inhalation - Remove to fresh air. Get medical help for any breathing dif£iculty. Eye Contact - Flush thoroughly with water. Call physician. Skin Contact - Wash with soap and water. Ingestion - Drink 1 or 2 glasses o£ water to dilute. DO NOT induce vomiting. Call physician. SECTION VI REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCUR CONDITIONS TO AVOID: Elevated temperatures HAZARDOOS DECOMPOSITION PRODUCTS: Burning may produce carbon dioxide and carbon monoxide. INCOMPATFIBILITY (MATERIALS TO AVOID): None reasonably foreseeable. SECTION VII SPILL OR LEAK PROCEDORES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Flush with water. Absorb with sawdust or rags. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. SECTION VIII SAFE HANDLING AND USE INFORMATION RESPIRATORY PROTECTION: Use NIOSH approved respirator specified for protection against paint spray mist and sanding dust in restricted or confined areas. VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentrations). Mechanical exhaust may be required in confined areas. PROTECTIVE GLOVES: Waterproof during repeated contact. EYE PROTECTION : Splash goggles or safety glasses with side shields. OTHER PROTECTIVE EQOIPMENT: Clothing adequate to protect skin. AYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eating, smoking Page 2 MSDS # : 253, n253 or using the washroom. SECTION IX SPECIAL PRECAUTIONS PRECAOTIONS TO BE TAKEN IN HANDLING AND STORAGE: Do not throw or drop containers. OTHER PRECAOTIONS : Avoid contact with eyes and prolonged contact with skin or breathinq of spray mist or sanding dust. Close container after each use. Keep out of reach of children. Do not take internally. SECTION XX HMIS (Hazardous Materials Identification System)(R) NPCA HMIS is a recognized workplace Hazard Communications System as required by OSHA (29 CFR 1910.1200). Information on establishing a compliant hazardous communication proqram using HMIS is available from: American Labelmark Co., Inc., Labelmaster Division 5724 N. Pulaski Rd., Chicago, IL 60646 1-600-621-5808 The ratings assigned by Benjamin Moore & Co. are only suggested ratings; the contractor/employer has ultimate responsibility for HMIS rating where this system is used. PERSONAL PROTECTION: This code is left blank on Benjamin Moore & Co. MSDS's as it depends on'application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appropriate protective equipment and beginninq work. There are codes available for this section which can be obtained from Labelmaster. This product contains at least one toxic chemical listed in Section II that is subject to the reporting requirements of section 313 of the Emergency Planning and Community Right-TO-Know Act of 1986 and 90 CFR 372. DISCLAIMER The information contained herein is presented in good faith and believed to be accurate as of the ef£ective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information £rom all sources to assure proper use of these materials and the safety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and 1oca1 laws and regulations. NOTICE: Removal of old paint by sanding, scraping or other means may qenerate dust or fumes which contain lead. Exposure to lead dust or fumes may cause adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For additional information, contact the OSEPA/Lead Information Hotline at 1-600-LEAD-FYI. Page 3 en°a. `n oore & Co. e V-111 = H y N V 0 • Superb hiding • Excellent durabiliry • Superb leveling qualities • Washable • Excellent sag resistance • Uniform semi-gloss finish • Adheres to sharp edges and corners For interior surfaces of wood, cured plaster, primed waliboard, metal and masonry. Ideal for new and previously painted trim, doors, walls, ceilings, and furniture. MOORCNAFT Super Spee Alkyd Semi-Gloss Enamel C279 General Description superior qualiry, interior alkyd enamel coating that dries to a hard, semi-gloss finish. Limitations: • Do not appiy when air and surface temperatures are below 50° F (10° C) Co/ors: -Standard: C277 07 White (May be tinted with up to 2.0 fl. oz. of BENJAMIN MOORE~ COLOR PREVIEWO colorants per gallon.) -Tint Bases: BENJAMIN MOOREO COLOR PREVIEW Bases 1B, 26, 38, & 4B. -Special Co/ors: Contact your Benjamin Moore & Co. representative. Certification: Master Painters Institute MPI #47. Formulated without lead, mercury, or chromates. Formulated with non-photochemically reactive solvents. Federai Specifications Generic Equivalent: T'i-E-509-B. TT-E-508-C. Technical Assistance Available through your local authorized independent BENJAMIN MOOREa retailer. For the locaiion of the retailer nearest you, call 1-500-826-2623, see www.benjaminmoore.com, or consult your local Yellow Pages. Technica/ Data wh/te Vehicle Type Alkyd Pigment Type° Titanium Dioxide Volume Solids' 51 0 Theoretical Coverage At 450-500 Sq. Ft. Recommended Film Thickness Be sure to estimafe the right amoun! o/pdint lor Ihejo6. This wi!l ensure propeicove2ge and minimize fhe disposal o/excess paint. Recommentled Film Thickness - Wet 32-3.6 Mils - Dry 1.6-1.8 Mils - - - Dry Time @ 77° F- Dry To Touch 4-6 Hours (25° C) @ 50% RH -TO Pecoat 16 Hours - To Hard Dry 76 Hours Dries By Evaporation, Oxidation Viscosiry° 93 t 3 KU Flash Point (Seta) Combustible 60' Specular Gloss Semi-Gloss Surface Temperafure at application - Min. 50° F - Max. 90° F Thin With: Do Not Thin Clean Up Thinner° Mineral Spirits Weight Per Gallon 10.7 Ibs. Storage Temperaiure - Min. 40' F - Max. 90° F Volatile Organic Compounds (VOC) Unthinned, this product is formulated nof to exceed 380 Grams/Litec ^ Contact Benjamin Moore& Co.loracNallevels, which may or may no[ be subsfantially less ihan sfate0. 0 Ualues given are (orcolorshown; othercolors may vary. MOORCRAR Super Spec Alkyd Semi Gloss Enamel (C277) . . . . _ : . . .w,v.sb: ,,,.s..:e...w_-..__-•...._...;.N.~-~,..f.~,:~.,,,-'~-.._~,..s:`,.._._ :~4.F, ah. . . Surface Preparation Surfaces must 6e clean, dry, and free of grease, wax, dusl, miltlew, mst, and loose and scaling paint. Glossy surfaces shouid be dulled. New piaster and masonry must be thoroughly cured before painting. Spot prime before antl after filling naii holes, cracks, antl other surface imperfections. WARNING! It you scrape, santl or remove old paint, you may release lead tlust. LEAD IS TOXIC. EXPOSUPE TO LEFO DUST CAN CAUSE SERIOUS ILlNESS, SUCH AS BNAIN OAMAGE, ESPECIALLY IN CHILOHEN. PREGNRNT WOMEN SNOlILO ALSO AVOIU EXPOSURE. Wear a NIOSH-approvetl respirator to control lead exposure. Carefully clean up with a HEPA vacuum antl a wet mop. Before you start, find ou[ how to protect yourself antl your famiiy 6y contacting the National Leatl Information Hotline a[ 1-800-424-LEAD or log on to www.epaoov/Iud. Primer/Finish Systems For best hiding resW[s, tint Ihe primeduntlercoater to Ihe approximate finish coat cobr. Speciai Note: Cedain custom colors require a Deep Color Base Primertintetl to a speciai prescription formula to achieve the desiretl coloc Consult your retailer. Note: All alkytl-based enamels experience a certain amount of yeliowing. This effect is accelerated in dark or poorty ventilatetl areas. In these problem areas, a Iatex enamei such as MOORCRAFr SUPER SPEC°' Latex Semi-61oss Enamel (276) is recommentled. Benjamin Moore & Co. otfers a number of specialry primers tor use over tliffi- cult su65trates such as bieetling wootls, grease, crayon markings, hartl glossy surfaces, galvanized metal, or other substrates where paint adhesion or stain suppression is a particular pro6lem. Your BENJAMIN MOOREO retailer can recommend the right pmblem-soiving primer foryour special needs. Waotl, New: Primer: MOORCRAFf SUPER SPECd' Alkyd Enamel Undercoater & Primer Sealer (C245) or MOORCRAFf SUPER SPEC° Latex Enamel Untlercoater & PrimerSealer (253) Pinish: i or 2 coats MOORCRAFT SUPER SPEC` Alkytl Semi-Gloss Enamel (C271) Wootl, Hepaint: Ptimer: Prime or spot prime as needed with MOORCRAFf SUPER SPEG" Alkytl Enamel Undercoater & Pnmer Sealer (C245) or MOOflCRAFf St1PER SPEC~ Latex Enamei UndercoatedPrimer Sealer (253) Finish: 1 or 2 coats MOORCRAFT SUPER SPEC8 Aikyd Semi-Gloss Enamel (C271) Plaster/Drywall, New: Primer. MOORCRAFT SUPER SPEV Latex Enamel Undercoater & Primer Sealer (253) Finish: 1 or 2 coats MOORCRAfT SUPER SPECe Alkyd Semi-Gloss Enamel (C271) Plasfer/Drywall, Repain[: Primer: Prime or spot prime as neetled with MOORCRAFT SUPER SPEGO Latex Enamel Undercoater & Primer Sealer (253) Finish: t or 2 coats MOORCRAFT SUPER SPEO Alkyd Semi-Gloss Enamel (C271) Masanry, New: Hough or Pitled Masonry: Primer. MOORCRAFT SUPER CRAM Latex Block Filler (285) Pinish: t or 2 coats MOORCRAFT SUPER SPEC" Alkyd Semi-Gloss Enamel (C271) Smooth Pouretl or Precast Concrete: Primer: MOORCRAFT SUPER SPEC"-' Latex Enamel Undercoater & Primer Sealer(253) Finish: 1 or 2 coats MOORCRAFT SUPER SPEC'" Alkytl Semi-Gloss Enamel (C271) Application Stir ihoroughly hefore antl occasionaliy tluring use. Apply one or hvo coats. For best results, ase a BENJAMIN MOOREO Professional custom-blendetl nylon polyester or china bristle bmsh, BENJAMIN MOOREO Professional roller, or similar protlucts. This protluct can aiso be sprayed. If a secontl coat is requiretl, allow 24 hours to Ory, lightly santling between coats. Untler normal tlrying contlitions, MOORCRAFT SUPER SPEC8Alkytl Semi-Gioss Enamei (C271) reaches its final semi-gloss tinish in 3-4 weeks. Spray, Airiesr. Fluitl Pressure - 1,500 ta 3,000 PSI; Tip-.017-.0190rifice; Filter- 100 mesh. Thinning/Cleanup Do nat thin. Clean bmshes antl equipment with mineral spirits. USE COMPLETELY Oli DISPOSE OF PROPERLY. This pmtluct contains organic soi- vents which may cause adverse effects to the environment if hantlied improperly. Save unusetl protluct for rouch up purposes or househoid hazartlous was[e collec- tion program. Dry, empry containers may he recycletl in a can recyciing program. Local disposal requirements vary; cansult yaur sanitation department or state- designated environmental agency on disposal options. Environmental, Health & Safety Information CRIITION! COMBUSTIBLE LIQUID AND VAPOR Contains HydraVeated Naphtha and Crystalline Silica CA115E51RRITATION TO EYES, SKIN AND RESPIflATORYTRACT NOTICE: Repeated and prolonged exposure to organic solvents may leatl to perma- nent hrain antl nervaus system damage. Intentional misuse 6y tleliherately concen- trating and inhaling the contenis may be harmful or fatal. Crystalline Silica may cause cancer when in respirahie form (spray mist or sand- ing tlust). Keep away from heai and flame. Use anlp with atlequate ventilafian. Oo not breathe vapors, spray misi, or santlinq tlust. Avoid contaci with eyes antl pmlonged or repeatetl contact with skin. Wear eye prolection antl gloves. To avoitl breathing vapors or spray mis[, open wintlows and doors antl or use other means to ensure fresh air entry tluring application and tlrying. Aspiration Hazartl. Small amounts aspimted into ihe respiratory system may cause mild to severe pulmonary injury. If you experience eye watering, heatlache, or tliuiness, increase fresh air ar wear a properly fitted vaDodpadiculate NIOSH approved respirator during appiication, santling and clean up. In all cases, follow respirator manufacturer's directions. Close container atter each use. fIflST plD: If affectetl by inhalation of vapors or spray mist, remove to fresh air. In case of eye Contacl, (lush immetliately wilh plenty of water for at leas[ 15 minUtes antl cail a physician. For skin, wash thoroughly with soap antl water. In case of ingestion, DO NOT INDUCE VOMITING. Cali physician immetliately. IN CASE OF: FIRE - Use foam, COz, tlry chemical, or water fog. SPILL -Absorh with inert material antl tlispose of as specifietl untlBl"CLEANUP" KEEP OUT OF REACH OF CHILDflEN Material SafeTy Data Sheets available . on request trum your servicing retailer. Masonry, RepainC Primer: Spot prime as needetl with MOORCRAfT SUPER SPEC' Latex Enamel Undercoater & Primer Sealer (253) Finish: 1 or 2 coats MOORCRAFT SUPEfi SPEC'e Alkyd Semi-Gloss Enamel (C271) Unpainted Metal (Ferrous): Primer. IRONCLADO Latex Low Wstre Metai & Wood Enamel (363) or IRONCLAD~Alkyd Low Wstre Metal & Wood Enamel (C163) Finish: 1 or 2 coats MOORCRAFf SUPER SPECO Alkyd Semi-Gloss Enamel (C271) 15~J R¢YClcd Papcr M A T E R I A L S A F E T Y D A T A S H E E T Rev. 09B For Coating, Resins, and Related Materials NPCA 1-84 Manu£acturer's Name Emergency Telephone No. BENJAMIN MOORE & C0. 800-924-9300 (CHEMTREC) 51 CHESTNUT RIDGE RD MONTVALE, NJ 07645 Date Prepared Last Rev Date Information Telephone No. 06-21-05 01-19-01 201-573-9600 For the most up-to-date MSDS in£ormation please visit our website www.benjaminmoore.com/msds/go.html SECTION I - PRODUCT ID _ HMIS CODE PRODOCT*: 271, n271 HEALTH: 2* CLASS: SOLVENT THINNED PAINT FLAMMAffiLITY: 2 NAME: MOORCRAFT SUPER SPEC ALKYD SEMI-GLOSS ENAMEL REACTIVITY: 0 COLOR: ALL PERSONAL PROT: SARA TTTLE 312 ACUTE: Y CHRONIC: Y FIRE: Y PRESSURE: N REACTIVITY: N For a complete description of HMIS and an explanation of the PERSONAL PROT: code, see Section XX. *NOTE: In the PRODUCT code a little n canbe any capital letter of the alphabet except P or Q. SECTION II HAZARDOOS INGREDIENTS INGREDIENT HAZ SARA MAX `s CAS # TLV PEL STEL CEIL MM Hg Ethyl Benzene Y N .2 000100-41-4 100 ppm 100 ppm 125 ppm N/E 10 @ 20C Silica, Crystalline Y N .1 019808-60-7 .1 mg/M3 .1 mg/M3 N/E N/E N/A Titanium Dioxide Y N 22.9 013463-67-7 10 mg/M3 15 mg/M3 N/E N/E N/A Hydrous Aluminum Silicates Y N 11.9 001332-58-7 2 Mg/M3 5 mg/M3 N/E N/E N/A Calcium Carbonate Y N 32.7 000471-34-1 10 mg/M3 5 mg/M3 N/E N/E N/A Methyl Ethy1 Ketoxime . Y N .2 000096-29-7 0.1 ppm N/E N/E N/E 2.0 @ 68 This product contains one or more reported carcinogens or suspected carcinogens which are noted NTP, IARC, or OSHA-2 in the other limits recommended column. +~..+~.+++<+++++~++++++.~++~.~~++.+.«~«++~~++~++<+++.+«~+~+++++<+~++++.~«++ Note: This product contains pigments which may become a dust nuisance when removed by abrasive blasting, sanding, or grinding. This product may contain small amounts of materials known to the State of California to cause cancer and reproductive haxm. MSDS # : MSDS271 SECTION III PHYSICAL DATA BOIL RANGE: 350.0 to 915.0 WT/GL: 9.6 to 10.9 °sVOL/VOL: 98.7 to 99.8 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: HEAVIER THAN AIR SECTION IV FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASS.: COMBUSTIBLE FLASH POINT: 119 F PMCC LEL o: 0.6 EXTING[JISHING MEDIA: FOAM C02 DRY CHEMICAL WATER FOG ONOSOAL FIRE AND EXPLOSION HAZARDS: Toxic gases may £orm when product burns. Closed containers may burst i£ exposed to extreme heat or fire. SPECIAL FIRE FIGHTING PROCEDURES: Cool exposed containers with water. Use self-contained breathing apparatus Do not use water stream on burning liquid. Use self-contained breathing apparatus. SECTION V HEALTH AAZARD DATA Page 2 EFFECTS OF OVEREXPOSURE - ACUTE: Inhalation - Harmful if inhaled. May a£fect the brain or nervous system causing dizziness, headache or nausea. Contact - Causes eye irritation. Contact - Causes skin irritation. Ingestion - Irritation of the digestive tract and nervous system depression (drowsiness, dizziness, loss of coordination and £atigue). Aspiration Hazard - This material can enter lungs during swallowing or vomiting and cause lung inflammation and damage. EFFECTS OF OVEREXPOSURE - CHRONIC: Contains: Crystalline Silica which has been determined to be carcinogenic to humans (1) by IARC when in respirable form. Risk o£ cancer depends on duration and level o£ inhalation exposure to dust from sanding the dxied paint or spray mist. NOTICE: Reports have associated permanent brain and nervous system damage with repeated, prolonged overexposure to solvents among persons engaged in the painting trade. Intentional misuse by deliberately concentrating and inhaling the contents may be harm£ul or fatal. IARC has classified Ethyl Benzene as possibly carcinogenic for humans (2B). MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSURE: None expected when used in accordance with Safe Handling and Use Information (Section VIII). Inhalation statement: Sanding dust inhalation may cause lung damage. Contains Methyl Ethyl Ketoxime (MEKO) which has been identiPied as a potential animal liver carcinogen. Currently, MEKO is not listed as a potential carcinogen by IARC, NTP or OSHA. PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES : Inhalation - Remove from hazard area, maintain breathing, call physician. Skin Contact - Remove with soap and water. Eye Contact - Flush immediately with large amounts o£ water. Call physician Ingestion - Drink 1 or 2 glasses o£ water to dilute. DO NOT induce vomitinq. Call physician. SECTION VZ REACTIVITY DATA MSDS # : MSDS271 STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCC[7R HAZARDOUS DECOMPOSITION PRODUCTS: Burning may produce carbon dioxide and carbon monoxide. CONDITIONS TO AVOID: Elevated temperatures and build up of vapors INCOMPATABILITY (MATERIALS TO AVOID): None reasonably foreseeable. SECTION VII SPILL OR LEAK PROCEDORES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Remove all sources of ignition.. Avoid breathing vapors. Use non-sparking tools to return materials to container. Absorb residue with Fullers earth WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinexate sealed containers. SECTION VIII SAFE HANDLING AND OSE INFORMATION Page 3 RESPIRATORY PROTECTION: Wear a properly fitted vapor/particulate respirator approved by NIOSH £or use with paints during application or sanding and until all vapors and spray mist are exhausted. In confined spaces or in situations where continuous spray operations are typical, or if proper respirator fit is not possible, wear a positive-pressure, supplied air respirator approved by NIOSH. VENTILATION: Adequate to maintain workinq atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentrations). Mechanical exhaust may be required in confined areas. Discharge exhaust only in area away from ignition sources. PROTECTIVE GLOVES: Solvent impermeable gloves are required. EYE PROTECTION : Splash.goggles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adequate to protect skin. HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands be£ore eating, smoking or using the washroom. SECTION IX SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Combustible - Keep away from heat and flame OTHER PRECAUTIONS : Use only with adequate ventilation. Avoid prolonged contact with skin and breathing of vapor spray mist or sandinq dust. Close container after each use. Keep out of reach of children. Do not take internally. SECTION XX HMIS (Hazardous Materials Identification System)(R) NPCA HMIS is a recognized workplace Hazard Communications System as required by OSHA (29 CFR 1910.1200). Information on establishing a compliant hazardous communication program using HMIS is available from: American Labelmark Co., Inc., Labelmaster Division 5729 N. Pulaski Rd., Chicago, IL 60696 1-800-621-5808 The ratings assigned by Benjamin Moore & Co. are only suggested ratings; the contractor/employer has ultimate responsibility for HMIS rating where MSDS # : MSDS271 Page 4 this system is used. PERSONAL PROTECTION: This code is left blank on Benjamin Moore & Co. MSDS's as it depends on application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appropriate protective equipment and beginning work. There are codes available £or this section which can be obtained from Labelmaster. Note: There are no SARA reportable materials in this product. DISCLAIMER The information contained hexein is presented in good faith and believed to be accurate as of the effective date shown above. This information is £urnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination o£ suitability and completeness of information £rom all sources to assure proper use o£ these materials and the sa£ety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and local laws and regulations. NOTICE: Removal of old paint by sanding, scraping or other means may generate dust or fumes which contain lead. Exposure to lead dust or fumes may cause adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of propex protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For additional information, contact the OSEPA/Lead Information Hotline at 1-800-LEAD-FYI. a 'n oorel Go. A Excellent hiding A Great touch up ♦ Spatter resisiant A Highly durabie A Low sheen finish ♦ Painted surfaces can be washed atter t week MooncnaFr Super Spee Latex Eggshell Enamel C274 - Description ♦ Washable An acrylic blended latex eggsheii enamel designed for ♦ Quick dry application to a wide variety of interior surfaces such as trim, walls and ceilings. This highly durable, low sheen finish ♦ Low odor enamel has excellent hiding and touch up along with easy • Easy application application and soap and water clean up. A Soap & water clean up For interior trim, wails and ceilings. Ideal for new or previousiy painted plaster, drywall, and masonry as well as primed or previousiy painted wood and metal. • Do not appiy when air and surface temperatures are below 50° F (10° C) Colors: -Tint Bases: Benjamin Moore'" Color PrevievJa bases 1 B, 2B, 3B, 48 (May be tinied with up to 2.0 fl. oz. of Benjamin Moore Color Previews' colorants per gallon.) -Special Co/ors: Contact your Benjamin Moore & Co. representative Certificafion: Master Painters Institute MPI #44 Formulated without lead, mercury, or chromates. Technical Assistance Available thmugh your locai authorized independent Benjamin Moore° retailer. Forthe bcation of the retailer nearest you, call 1-800-826-2623, see www.benjaminmoore.com, or consult your local Yellow Pages. Technica/ Dafa Pastel Base Vehicle Type Acrylic Blended Latex PigmentType° TitaniumDioxide Volume Solids' 33 % Theoretical Coverage At 400-450 Sq. Ft. Recommended Fiim Thickness Be sme fo es(imale Ihe right amount olpaint torthejob. IDis will enswe proper coverage and minimize the disposal ofexcess paint Recommended Film Thickness- Wet 4.7 Mils - Dry 1.3 Mils Dry Time @ 77 F- Dry To Touch 2 Hours (251 C) @ 50 % RH -To Recoai Overnight -To Hard Dry 24 Hours Dries By Evaporation, Coalescence Viscosity° - 86 ± 2 KU Flash Point (Seta) None 60' Specular Gloss Eggshell Surface Temperature at application - Min. 50° F - Max. 90' F Thin With: Clean Water Clean Up Thinner Glean Water Weight Per Gallon° 10.41bs. Storage Temperature - Min. 40° F - Max. 90° F Volatile Organic Compounds (VOC) Unthinned, fhis product is formulated not to exceed 150 Grams/Liter" "Contact Benjamin Moore & Co. lor actual le✓els, which may or may not 6e substantially less Man slaied. 0 Values given are hr color shown; other colors may vary. MOORCR11Ff Super Spee Latex Eggshell Enamel (C274) ~ i'...5 =c~3+.» ......_vs..... ..~rv= v..»*~n`- .~C.. i . . ,rv..a.u. k-'aGr.t.S~,....4. iYSlfiih"n0. ~ ~ . • ~ ~ r .~......~......n'.. . . Surface Preparation Surfaces to be Daintetl must be clean antl free from wax, oil, grease, dust, miltlew, loose scaling paint, antl water soluble materials. Glossy areas should be tlWled. If mildew is evitlent it musi be removetl 6y apDlication of a commer- cial mildew wash. CAUTION: Follmv manufacturer's application and satety directions. Spot prime hefore and after filiing in nail holes, cracks, and other surface imperfections. New plaster and masonry must be thoroughly cured before painting. Unpainted metal surfaces should 6e primed with an apDropri- ate Benlamin Moore primer. WAHNING! If you scrape, sand or remove old paint, you may release lead dust. LEAO IS TOXIC. EXPOSUflE TO LEAD UUST CIIN CAUSE SEHIOUS ILLNESS, SUCN AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PpEGNANT WOMEN SHOULD ALSO IVVOID EXPOSUBE. Wear a NIOSH-approvetl respirator to con- trol leatl exposure. Careiuily ciean up with a HEPA vacuum and a wet mop. Before you start, find out how to protect yourseif antl yourfamily by contacting the National Lead Information Hotline at 1-800-424-LEAD or log on to www.epa.qov/leatl. Application Stir thoroughly before use. Apply one or two coats. For best results, use a Ben- jamin Moore° Professional custom-blended nyloNpolyester bmsh, Benjamin Moorea Protessional roller, or a similar protluct This product can also be sprayetl. Spray, Canventional: See ThinninyCleanup Spray, Airless: Fluitl Pressure-1,SUOto 3,000 PSI; Tip-.017-.Oi90rifice; filter-60mesh. Thinning/Cleanup Thinning is unnecessary, but if required [o obtain desired application pmper ties, a small amount ot ciean vdater may be atltled. Never adtl other paints or salvents. Clean bmshes, rollers and other painting tools in warm soapy water after use. Spray equipment should 6e given a final rinse with mineral spirits to prevent rusting. Primer/Finish Systems for best hitling results, tint the primeduntlercoater to the approximate finish coat color. A primer is not requiretl on previously paintetl surtaces in gootl wntlition and similar color. Benjamin Mooreoffers a number of specialty primers for use over diflicWt su6- sirates such as bleetling woods, grease, crayon markings, hard giossy sur- faces, galvanizetl metal, or other subshates where paint adhesion or stain sup- pression is a particular problem. Your Benjamin Moore~ retailer can recommend the right problem-solving primer for your special neetls. Special Note: Certain cus[om colors require a Deep Cobr Base Primertintetl to a special prescription formula to achieve the tlesiretl color. Consult your retailer. Previously Painted SuAaces and Wall6aartl: Primer: Moorcratt Super Spec'" Latex Enamel Undercoater & Primer Sealer (253) can be used where a hvo coat system is indicatetl Finish: 1 or 2 coats Moorcraft Super SpecP Latex Eggshell Enamel (C274) Unpaintetl Wood antl Unpainted Cured Plaster or Masonry: Primer. MoomraR Super Spe0 Latex Enamel Undercoater & Primer Sealer (253) or MoorcraR Super SpeO Alkytl Enamel Undercoater & Primer Sealer (C245) Finish: 1 or 2 coats Moomraft Super SpecP Latex Eggsheil Enamel (C274) Hough or Pitted Masonry: Primer: Moorcraft Super Craft'~ Latex Block Piller (285) Pinish: 7 or 2 coats Moorcraft Super Spec" Latex Eggshell Enamel (C274) Unpainted Metal (Fetmus): Primer: IronClatl~ Latex Low Lusire Metal 8 Wood Enamei (363) or Moorcraft Super Spec° DTM Alkytl - Low Lustre (Z763) Finish: 1 or 2 coats Moorcraft Super SpeO Latex Eggshell Enamel (0274) USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empry containers may be recycietl in a can recycling program. Local tlisposal requirements vary; can- sult your sanitation tleparlment or state-designatetl envimnmental agency on disposai options. Environmental, Health & Safety Information Use onty with adequate ventilation. Do not breathe sDray mis[ or sanding tlust. Avoid contact with eyes and prolonged or repeated contact with skin. Wear eye pmtection and gloves during application or sanding. A tlusVparticu- late respirator approvetl by NIOSH should be worn when sanding or spraying. Close container after each use. FINST AID: if you experience tliffiwlty in breathing, leave area to ohtain fresh air. IN CASE OF SPIIL: Absorb with inert material antl dispose ot as specified untlef"CLEAN UP". KEEP OUT OF REACH OF CHILDREN PROTECT FROM FREEZING Reier tu Material Safety Data Sheet available from your retailer for futher safety and handling information. ~ Prinred on RccyclcG Papcr M A T E R I A L S A F E T Y D A T A S H E E T Rev. 07B For Coatinq, Resins, and Related Materials NPCA 1-84 Manufacturer's Name Emergency Telephone No. BENJAMIN MOORE & C0. 800-429-9300 (CHEMTREC) 51 CHESTNUT RIDGE RD MONTVALE, NJ 07695 Date Prepared Last Rev Date Information Telephone No. 11-30-01 01-19-01 201-573-9600 For the most up-to-date MSDS information please visit our website www.benjaminmoore.com/msds/go.html SECTION I - PRODUCT ID HMIS CODE PRODUCT*: 279, n274 HEALTH: 1* CLASS: WATER THINNED PAINT FLAMMABILITY: 0 NAME: MOORCRAFT SOPER SPEC LATEX EGGSHELL ENAMEL REACTIVITY: 0 COLOR: ALL PERSONAL PROT: SARA TITLE 312 ACUTE: N CHRONIC: Y FIRE: N PRESSURE: N REACTIVITY: N For a complete description o£ HMIS and an explanation of the PERSONAL PROT: code, see Section XX. *NOTE: In the PRODUCT code a little n can be any capital letter of the alphabet except P or Q. SECTION II HAZARDOOS INGREDIENTS INGREDIENT HAZ SARA MAX $ CAS # TLV PEL STEL CEIL MM Hg Titanium Dioxide Y N 21.3 013963-67-7 10 mg/M3 10 mg/M3 N/E N/E N/A Kaolin, calcined Y N 7.1 092704-41-1 30 mg/M3 N/E N/E N/E N/A Petroleum Defoamer Y N 1.1 000000-00-0 5 mg/M3 5 mg/M3 N/E N/E N/E Calcium Carbonate Y N 19.1 000471-39-1 10 mg/M3 5 mg/M3 N/E N/E N/A Silica, Crystalline Y N 2.8 014808-60-7 .1 mg/M3 .l mg/M3 N/E N/E N/A ~«+«+++++++.++.+...«+....+«.«.~+...«.x.s.x.+~.+~++++~+>~>+~+:e......++~+~+++ This product contains one or more reported carcinogens or suspected carcinogens which are noted NTP, IARC, or OSHA-Z in the other limits recommended column. Note: This product contains pigments which may become a dust nuisance when removed by abrasive blasting, sanding, or qrinding. This product may contain small amounts of materials known to the State of California to cause cancer and reproductive harm. SECTION III PHYSICAL DATA MSDS # : 274, n274 BOILING RANGE: N/A WT/GALLON: 9.7 to 10.9 oVOL BY VOLUME: 62.7 to 69.5 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: HEAVIER THAN AIR SECTION IV FIRE AND EXPLOSION HAZARD DATA D.O.T. FLAMMABILITY CLASS.: NOT REGOLATED FLASH POINT: > 250 F PMCC LEL: Not Applicable EXTINGOISHING MEDIA: FOAM C02 DRY CHEMICAL WATER FOG UNUSOAL FIRE AND EXPLOSION HAZARDS: Toxic gases may form when product burns. Closed containers may burst if exposed to extreme heat or £ire. SPECIAL FIRE FIGHTING PROCEDURES: Cool exposed containers with water. Use self-contained breathing apparatus. SECTION V HEALTH HAZARD DATA EFFECTS OF OVEAEXPOSURE - ACUTE: Inhalation - Irritation of the respiratory tract. Skin and Eye Contact - Primary irritation. Ingestion of large amounts could cause serious injury. EFFECTS OF OVEREXPOSURE - CHRONIC: Contains: Crystalline Silica which has been determined to be carcinogenic to humans (1) by IARC when in respirable form. Risk of cancer depends on duration and ievel of inhalation exposure to dust £rom sanding the dried paint or spray mist. MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSORE: None expected when used in accordance with Safe Handling and Use Information (Section VIII). Inhalation statement: Sanding dust inhalation may cause lung damage. PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES : Inhalation - Remove to £resh air. Get medical help £or any breathing difficulty. Eye Contact - Flush thoroughly with water. Call physician. Skin Contact - Wash with soap and water. Ingestion - Drink 1 or 2 glasses of water to dilute. DO NOT induce vomiting. Call physician. SECTION VI REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERI2ATION WILL NOT OCCOR CONDITIONS TO AVOID: Elevated temperatures HAZAADOUS DECOMPOSTTION PRODOCTS: Burning may produce carbon dioxide and carbon monoxide. INCOMPATABILITY (MATERIALS TO AVOID): None reasonably foreseeable. SECTION VII SPILL OR LEAK PROCEDORES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Flush with water. Absorb with sawdust or rags. WASTE DISPOSAL METHOD: Conventional procedures in compliance with local, state and federal regulations. Do not incinerate sealed containers. Pagc 2 SECTION VIII SAFE HANDLING AND OSE INFORMATION RESPIRATORY PROTECTION: MSDS # : 274, n274 Use NIOSH approved respirator speci£ied £or protection against paint spray mist and sanding dust in restricted or confined areas. VENTILATION: Adequate to maintain working atmosphere below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentrations). Mechanical exhaust may be required in confined areas. PROTECTIVE GLOVES: Waterproof during repeated contact. EYE PROTECTION : Splash gogqles or safety glasses with side shields. OTHER PROTECTIVE EQUIPMENT: Clothing adequate to protect skin. HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eating, smoking or usinq the washroom. SECTION IX SPECIAL PRECAUTIONS PRECAOTIONS TO BE TAKEN IN HANDLING AND STORAGE: Do not throw or drop containers. OTHER PRECAOTIONS : Avoid contact with eyes and prolonged contact with skin or breathing o£ spray mist or sanding dust. Close container after each use. Keep out of reach of children. Do not take internally. SECTION XX HMIS (Hazardous Materials Identi£ication System)(R) NPCA HMIS is a recognized workplace Hazard Communications System as required by OSHA (29 CFR 1910.1200). Information on establishing a compliant hazardous communication program using HMIS is available £rom: American Labelmark Co., Inc., Labelmaster Division 5724 N. Pulaski Rd., Chicago, IL 60646 1-600-621-5808 The ratings assigned by Benjamin Moore & Co. are only suggested ratings; the contractor/employer has ultimate responsibility for HMIS rating where this system is used. PERSONAL PROTECTION: This code is lePt blank on Benjamin Moore & Co. MSDS's as it depends on application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appropriate protective equipment and beginning work. There are codes available for this section which can be obtained from Labelmaster. Note: There are no SARA reportable materials in this product. DISCLAIMER The information contained herein is presented in qood faith and believed to be accurate as of the effective date shown above. This information is furnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information from all sources to assure proper use of these materials and the safety and health of employees. Any use of this data and information must be determined by the user to be in accordance with applicable federal, state and 1oca1 laws and regulations. NOTICE: Removal of old paint by sanding, scraping or other means may generate dust or fumes which contain lead. Exposure to lead dust or fumes may cause adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use Page 3 MSDS # : 274, n274 Page 4 of proper protective equipment, such as a properly fitted respirator (NIOSH approved) and proper containment and cleanup. For additional information, contact the OSEPA/Lead Information Hotline at 1-800-LEAD-FYI. • Excellent hiding • Great touch up • Spatter resistant • Decorative and uniform flat finish • Painted surfaces can be washetl after one week • Washable • Quick dry • Low odor • Easy application • Soap and water clean up • For new or previously painted inierior wallboard, plaster, • White and ready-made colors also suitable for limifed masonry and primed or previously painted wood or metal e#erior use: Benjamin MoorO Color PreviewA bases are for interior use only • Exterior use is limited to properly cured stucco antl masonry surtaces • Do not apply when air and surface temperatures are below 50° F (10° C) Colors: -Standard: 275 Ot White. A selection of off-whites is also available in limited areas. (White and off-whites may be tinted with up to 2.0 fl. oz. of Benjamin MoorO Color Previee colorants per gallon.) -Tint Bases: Benjamin MooreO Color PreviewO Bases 16, 2B, 36, & 46. -Special Colors: Contact your Benjamin Moore & Co. representative. 4 H Certification: ~ Master Painters InstiWte MPI #53. 0 Formulated without lead, mercury, or chromates. Federal Specifications Generic Equivalent: TT-P-29-J. Technical Assistance Available through your local authorized independent Benjamin MooreO retailer. For the location of the retailer nearest you, call 1-800-826-2623, see www.benjaminmoore.com, or consult your local Yeilow Pages. MooncxaFr Super Spee Latex Flat 275 General Description An acrylic blended latex flat enamel designed for application to a wide variety of interior surfaces and limited exterior surfaces Technical Data White Vehicle Type Acrylic Blended Latex PigmentType° TitaniumDioxide Volume Solids° 30 % Theoretical Coverage At 400-450 Sq. Ft. Recommended Film Thickness Be sure to es(imafe Ihe right amounl olpaint lor thejob 7his will ensure pmper coverage and minimize the disposal ofexcess painf Recommended Film Thickness - Wet 3.8 Mils -Dry 12Mils Dry Tme @ 77° F- Dry To Touch 7 Hour (25° C) @ 50 % RH - To Recoai 2-3 Hours -To Hard Dry 8 Hours Dries By Coalescence Viscosiry° 93 x 3 KU _ Flash Point (Seta) None 60° Specular Gloss Flat Surface Temperafure at application - Min. 50° F - Max. 90° F Thin With: Clean Water Clean Up Thinner Clean Water _ _ Weight Per Gallon° 17.7 Ibs. StorageTemperature - Min. 40° F - Mau. 90° F Volatile Organic Compounds (VOC) Unthinned, this product is formWated not to exceed 700 Grams2iter" "Contact Benjamin Moore & Co. for acluallevels, which may ar may not be substanfralty less than statetl. 0 Values given are /or crolorshown; othei colors may vary. MOONCNAFT Super Spec" Latex Flat (275) Surface Preparation Surfaces must be clean, dry, and free oi wax, grease, dusi, miltlew, and scaling paint. Glossy areas should be dulled. New plas[er and masonry must 6e thor- oughly cured before painting. Application Stir thoroughly before use. Appiy one or hvo coats. for best results, use a Benjamin MooreO Professional custom-blentletl nyloNpoiyes[er brush, Benjamin MooreO Professional rolier, or a similar protluct. This protluct can also be sprayed. Exterior: Loose, sandy masonry and stucco shoultl be tlry brushed down to a firm surface. Chalk must 6e removed by use of power wash equipment or hy wirehrushing. Remove oltl exterior cement-based paint 6y sand-6lasting. if mildew is evident it must be removetl by application of commercial miltlew wash. CAUTION: Pollow manufacturer's application and safety directions. WARNING! If you scrape, santl or remove old paint, you may release lead dust. LEAU IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SEHIOUS ILLNESS, SUCN AS BRAIN UAMAGE, ESPECIALLY IN CHILOREN. PHEGNIWT WOMEN SHOULO AlSO AV01D EXPOSUNE. Wear a NIOSH-approved respirator to con- trol lead exposure. Carefully clean up with a HEPA vacuum antl a wet mop. Before you start, find out how to protect yourself antl your family by contacting the National Leatl Information Hotline at 1-800-424-LEAD or log on to www.eoa.gov/leatl. Primer/Finish Systems For best hiding resWts, tint the primer to the approximate shatle of the finish coat Special Note: Certain custom colors require a Deep Color Base Primer tinted to a special prescription formuia to achieve the desired color. Gonsult your retailer No primer is required on most new or previously painted suriaces in good con- dition. Surfaces in good contlition, require only 1 or 2 coats Moorcraft Super SpecO Latex Flat (275). Benjamin Moore offers a number of specialry primers tor use over ditficult so6- strates such as bleeding woods, grease. crayon markings, hard glossy sur- faces, galvanized metal, or other substrates where paint atlhesion or stain sup- pression is a particuiar problem. Your Benjamin Mooree retailer can recommentl the right pmblem-solving primer for your special needs. Previously Painted SuAaces and Wallboard: Spot prime before and atter filling in nail holes, cracks, antl other surface imperfections Primer: Moorcrafl Super SpecO Latex Enamel Undercoater & Primer Sealer (253) where a two coat system is indicated Pinish:l or 2 coats Moorcraft Super SpecO Latex Flat (275) Unpaintetl Wootl antl Unpainted Curetl Piaster or Masonry: Primer: MoorcraR Super SpecO Latex Enamel Undercoater & Primer Seaier (253) or Moorcraft Super SpecO Alkytl Enamel Undercoater & Primer Sealer (C245) Finish: 1 or 2 coats Moorcraft Super SpecO Latex Plai (275) Extetiot Weathered, Unpainted Masonry: Primer. Moore'so' Alkyd Masonry Sealer (0077) or Moore'so'Acrylic Masonry Sealer(066) Finish:l or 2 coats Moorcraft Super Spec° Latex Flat (275) Rough or Pifted Masonry: Primer: Moorcraft Super CraftO Latex Block Filler (285) Pinish: 1 or 2 coats Moorcraft Super Spee Latex Flat (275) SpfBy, COfIVBIlti0n3C SBB Thinninq(Cleanup Spray,llirless: FluitlPressure-1,500to3,000PS1; Tip-.017-.0790rifice; Filter-60mesh. Thinning/Cleanup Thinning is unnecessary, but if required to obtain tlesired appiication pmper- ties, a smail amount of ciean wa[er may be atlded. Never add o[her paints or solvents. Clean hmshes, roliers and other painting tools in warm soapy water after use. Spray equipment should he given a final rinse with minerai spirits to prevent msting. USE COMPLETELY OR DISPOSE OF PROPERLY. Dry, empty containers may be recycled in a can recycling program. local disposal requirements vary; con- sult your sanitation department or state-tlesignated environmental agency on dispasal options. Environmental, Health & Safety Information Contains: Crystaiiine Silica that can cause cancer when in the respirable form (spray mist or sanding dust). Use oniy with adequate ventilatian. Do not breathe spray mist or santling dust. Avoid contact with eyes and prolonged or repeated contact witli skin. Wear eye pmtection antl gloves during application or santling. A dusllparticu- late respirator approved by NIOSH shoultl be worn when sanding or spraying. Close container after each use. FIRST AID: If you experience tliKiculry in breathing, leave the area to obtain fresh air. IN CASE OP SPILL: A6sorb with iner[ material and dispose of as specified under Thinning/Cleanup KEEP OUT OF REACH OF CHILDREN PROTECT FROM FflEEZING Material Safety Data Sheets available on request from your servicing retailer. PnrnuO an RecYCIM Paper M A T E R I A L S A F E T Y D A T A S H E E T Rev. 07B For Coating, Resins, and Related Materials NPCA 1-89 Manufacturer's Name Emergency Telephone No. BENJAMIN MOORE & C0. 800-424-9300 (CHEMTREC) 51 CHESTNOT RIDGE RD MONTVALE, NJ 07645 Date Prepared Last Rev Date Information Telephone No. 11-15-05 01-19-01 201-573-9600 For the most up-to-date MSDS in£ormation please visit our website www.benjaminmoore.com/msds/go.html SECTION I - PRODOCT ID HMIS CODE PRODUCT*: 275, n275 HEALTH: 1* CLASS: WATER THINNED PAINT FLAMMABILITY: 0 NAME: MOORCRAFT SOPER SPEC LATEX FLAT REACTIVITY: 0 COLOR: ALL PERSONAL PROT: SARA TITLE 312 ACOTE: N CHRONIC: Y FIRE: N PRESSORE: N REACTIVITY: N For a complete description of HMIS and an explanation of the PERSONAL PROT: code, see Section XX. *NOTE: In the PRODOCT code a little n can be any capital letter of the alphabet except P or Q. SECTION II HAZARDOUS INGREDIENTS INGREDIENT HAZ SARA MAX % CAS # TLV PEL STEL CEIL MM Hg Calcium Carbonate Y N 49.6 000971-39-1 10 mg/M3 5 mg/M3 N/E N/E N/A Diatomaceous Earth Y N 7.7 061790-53-2 10 mg/M3 5 mg/M3 N/E N/E N/A Silica, Crystalline Y N .2 014808-60-7 .l mg/M3 .1 mg/M3 N/E N/E N/A Titanium Dioxide Y N 14.2 013463-67-7 10 mg/M3 15 mg/M3 N/E N/E N/A Propylene Glycol Y N 2.3 000057-55-6 N/E N/E N/E N/E 0.09 @ 2 Vinyl Acetate Y N .1 000108-05-9 10 ppm 10 ppm 20 ppm N/E 88 @ 20C +~.«~.+«+~+<+++~+++«+<++++++~+~++++++«+++++~+++<++~+++,:+~+~~.~.~.«+~+~++~+ This product contains one or more reported carcinogens or suspected carcinogens which are noted NTP, IARC, or OSHA-Z in the other limits recommended column. Note: This product contains pigments which may become a dust nuisance when removed by abrasive blasting, sanding, or grinding. This product may contain small amounts o£ materials known to the State o£ Cali£ornia to cause cancer and reproductive harm. MSDS # : 275 SECTION III PHYSICAL DATA BOILING RANGE: N/A WT/GALLON: 10.7 to 12.1 %VOL BY VOLUME: 59.0 to 70.2 EVAPORATION RATE: SLOWER THAN ETHER VAPOR DENSITY: HEAVIER THAN AIR . SECTION IV FIRE AND EXPLOSION HAZARD DATA _ D.O.T. FLAMMABILITY CLASS.: NOT REGOLATED FLASH POINT: > 250 F PMCC LEL: Not Applicable EXTINGUISHING MEDIA: FOAM C02 DRY CHEMICAL WATER FOG UNUSUAL FIRE AND EXPLOSION HAZARDS: Toxic gases may form when product burns. Closed containers may burst if exposed to extreme heat or fire. SPECIAL FIRE FIGHTING PROCEDORES: Cool exposed containers with water. Use self-contained breathing apparatus SECTION V HEALTH HAZARD DATA EFFECTS OF OVEREXPOSURE - ACUTE: Inhalation - Causes nose and throat irritation. Inhalation - Causes lung irritation. Skin and Eye Contact - Primary irritant. Ingestion of large amounts could cause serious injury. EFFECTS OF OVEREXPOSORE - CARONIC: Contains: Crystalline Silica which has been determined to be carcinogenic to humans (1) by IARC when in respirable £orm. Risk o£ cancer depends on duration and level o£ inhalation exposure to dust from sanding the dried paint or spray mist. IARC has classified Vinyl Acetate Monomer as possibly carcinogenic to humans (2B). MEDICAL CONDITIONS PRONE TO AGGRAVATION BY EXPOSORE: None expected when used in accordance with Safe Handling and Ose Information (Section VIII). Inhalation statement: Sanding dust inhalation may cause lung damage. PRIMARY ROUTE(S) OF ENTRY: DERMAL INHALATION INGESTION EMERGENCY AND FIRST AID PROCEDURES : Inhalation - Remove to fresh air. Get medical help for any breathing difficulty. Eye Contact - Flush thoroughly with water. Call physician. Skin Contact - Wash with soap and water. Ingestion - Give 1 or 2 glasses o£ water to dilute. Do NOT induce vomiting. Call physician. SECTION VI REACTIVITY DATA STABILITY: STABLE HAZARDOUS POLYMERIZATION WILL NOT OCCUR CONDITIONS TO AVOID: Elevated temperatures HAZARDOOS DECOMPOSITION PRODOCTS: Burning may produce carbon dioxide and carbon monoxide. INCOMPATABILITY (MATERIALS TO AVOID): None reasonably foreseeable. Page 2 SECTION VII SPILL OR LEAK PROCEDURES STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED: Flush with water. Absorb with sawdust ox xags. WASTE DISPOSAL METHOD: MSDS # : 275 Page 3 Conventional procedures in compliance with local, state and federal ' regulations. Do not incinerate sealed containers. SECTION VIII SAFE HANDLING AND OSE INFORMATION RESPIRATORY PROTECTION: Use NIOSH approved respirator specified £or protection against paint spray mist and sanding dust in restricted or con£ined areas. VENTILATION: Adequate to maintain working atmosphexe below T.L.V. and L.E.L. (See Sect. II for ingredient data and concentrations). Mechanical exhaust may be required in confined areas. PROTECTIVE GLOVES: Waterproo£ during repeated contact. EYE PROTECTION : Splash goqgles ox safety glasses with side shields. OTHER PROTECTIVE EQOIPMENT: Clothing adequate to protect skin. . HYGIENIC PRACTICES: Remove and wash clothing before reuse. Wash hands before eatinq, smoking or using the washroom. SECTION IX SPECIAL PRECAUTIONS PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE: Do not throw or drop containers. OTHER PRECAOTIONS : Avoid contact with eyes and prolonged contact with skin or breathing of spray mist or sanding dust. Close container after each use. Keep out of reach of childxen. Do not take internally. SECTION XX HMIS (Hazardous Materials Identification System)(R) NPCA HMIS is a recognized workplace Hazard Communications System as required by OSHA (29 CFR 1910.1200). Information on establishing a compliant hazardous communication program using HMIS is available from: American Labelmark Co., Inc., Labelmaster Division 5729 N. Pulaski Rd., Chicago, IL 60696 1-800-621-5808 The ratings assigned by Benjamin Moore & Co. are only suggested ratings; the contractor/employer has ultimate responsibility £or HMIS rating where this system is used. PERSONAL PROTECTION: This code is left blank on Benjamin Moore & Co. MSDS's as it depends on application technique and the workplace ventilation. Please read Sections II through IX of this MSDS before deciding on appropriate protective equipment and beginning work. There are codes available for this section which can be obtained from Labelmaster. Note: There are no SARA reportable materials in this product. DISCLAIMER ' The infoxmation contained herein is presented in good £aith and believed -to be accurate as of the effective date shown above. This in£ormation is £urnished without warranty of any kind. Employers should use this information only as a supplement to other information gathered by them and must make independent determination of suitability and completeness of information £rom all sources to assuxe proper use of these materials and the safety and health of employees. Any use o£ this data and information MSDS # : 275 Page 4 must be determined by the user to be in accordance with applicable federal, state and local laws and regulations. NOTICE: Removal of old paint by sanding, scraping or other means may generate dust or fumes which contain lead. Exposure to lead dust or fumes may cause adverse health effects, especially in children or pregnant women. Controlling exposure to lead or other hazardous substances requires the use of proper protective equipment, such as a properly fitted respirator (NIOSH appxoved) and proper containment and cleanup. For additional information, contact the OSEPA/Lead Information Hotline at 1-800-LEAD-FYI. . Ll,Llldlllg 1 Vllllll. . . PermitN19477 ~ CTTY OF WHEAT RIDGE 7500 we5t 29TTI nvenue 11/9/2005 Wheatddge, Co Booss Inspecfion Line . . . 303-235-2855 303-234-5933 Commercial Plumbing PROPERTY 11220 : . 45thaV . Uillt: . . . owivEx: Wheatridge Police Evidence (303)937-8369 . Description . . . . . . . . . . . . . . . . IFEES ILicense IName Units. . Occupancy: Walls: Roof: Stories: Sq Feet 0 . . ' IheretiycertiyNa[NeuffieckdispncuproposedbytAispermi[appllretiovareaccunle,entldomtvioh[cappltcableardinauces,rWesorregNafionsofNeCityaf . .WFee[Rldgeotcovenaots,easemeulsorrestricfionaofrernrd;thata0measurcmentsshowu;antlallegatlovsmedeareatturah;tLatlAaverutlandcgree[oabitle6y. 'ali covditio¢s printed on tFb appllcv[ian, and tM1a[ I assume (WI responsibi111y toF compVance wiN the Wheet Ridge BuflNvg Cade (I..B.C.) and WI ot1erapp4cable . . Whw[Ititlg~eor~tliumcu,(orworkundaNispermic . . . . . . . ~L ~RAA ~ )m r . . . . (OWNER)(CONTRACTOR) . . . SIG[iEDOATE . 1TW p rt was iuued in ccardance with the provRio e[ forlM1 in you ppL hov antl ie subJect ro the bws of We 5[a[e af Coloredo avd m the Zoning . RegWemosandBuJtlingCatleofWhea[RidgqColondooranyoNerapplleahleordinanecvoftheCity. . . 2. EVery peFmft tsmed shallbecome imelid wless fhe wark on [tie site auNOrized by such permi[ is commenced wi[M1in 180 deys eRer its issuantt, or if the work au[horizedontM1esfhbysochpermitususpmtlMOrabandonedfareperiado(180daysafrereheomeofworkiscommenced. 3 ifehispermi[expires;avewpermi[maybeecquiredfarafaofono-haVthe'amountnor.nellyrequ'ved,providetlvacM1angeshav¢beenorwiH bemedeNthe original plans and specificatious end any mspensiov or abaudomnmt haa m[ uceeded one (I) yeee Itchaugu are made or if suspcnsfon or vbandanment ceetlsone(3) yeeyfWlteevshelibepaitl6rapewpermie ' . . . . , 4 NOworko(auymanvushalibedovethv[willrhangetheuatwaltlawofwehrcvus(ngsdrainageproblem. 5 COntrac[orsM1allnotdytheBuildinglnsputarlwenty-four(ZO)haursinadveuttfareLLinspections andshallreeeivewritteuappmvalooinspecrioucard6efare ` , pmreedin%mthmccessivephssesoftheJOb. . . . . . 6 1Te3ssu eo(apermi[ortheapprv w'ngs d peeldesffiussllUvo[beconstrned[o6eapermi[foyvaranapprovalof,enynobfionafthe .-pr sof[Hebuild(ngcud otl~ qiaw,mlearregulatilu. %A~ CM1icBu.W. nglnspecmr SIGNED DATE - Wednesday, November 09, 2005 . . . . Page 1 of 1. . COMMUNITY DEVELOPMENT DEPARTMElST Building Permit Number: ~of WH~"T,~ BUILDING INSPECTION LINE - 303-234-5933 Date: ~ CITY OF WHEAT RIDGE ° m 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) ~~CORPO~ "l`l•FWEIHF./'1F ' . •PropertyOwner: V k C t~-OCC'_ t VtD~Z_o C(,'~~ D G rl PropertyAddress: 1 (zZG Phone: Contractor License No.: Company: ~ IU o'1'1 ~ lYl,q Phone: 3 p',~ A 5 7I g OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I Buildinn Dept. Valuation Figure: I hereby certify that the setback distances proposed by this permitapptication are accurate, and do not violate applicable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; that aIl measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this applicatlon and that I assume full responsibility for compliance with the Wheat Rldge Building Code (I.B.C) and all otherapplicable Wheat Ridge Ordinances, for work under this pertnit. Plans subject to field inspectlon. _ (OWNER)(CONTRACTOR):SIGNED K-[cVY1 1DATEIO ~G (OWNER)(CONTRACTOR):PRINTED 1C.GACL(A1X M _!L~ATE 1V a V31ll0:$ Pemut Fee:$ Plan Review Fee:$ se T TOt31:$ Use of Space (description): Description of work: Unc\plum~ji~~ RGUq~'1 - J Sq. Ft. added COMMENTS: Approval: Zoning: COMMENTS: Approval: (ORKS COMMEN7S: Approyal: BUII.DING DEPARTMENT USE DEPARTMENT COMMENTS: Approval: Walls: Roof: Stories: Residential Units: Sq.Ft.: Electrical License No: Plumbing License No: Mechanicai License No: Company: Cornpany: Company: Expiration Date: Expiration Date: Expiration Date; Approval: Approval: Approval: (1) This permitwas issued Inaccordance with the provisions setforth in your application and is su6jectto the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any oiher applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the 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-6alfthe amount normaliy required, provided no changes have beer or•41115e made in the origin2l plans 2nd specificatio.^.s and anysuspension orab2ndonment 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 woric of any manner shall be done that will change the natural flow of water causing a drainage problem. (5) Contractor shail notify the Building Inspector lwenty-four (24) hours in advance for all Inspections and shali receive written approval on inspection card before proceeding with successive phases of the job. (6) The Issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approvai of, anyviolation ofthe provisions of the buiiding codes or anyother ordinance, law, rule orregulation. All plan review Is subject to Fleld inspections. Chief Building Official l`~~ I LL ( _ c.~ . ..-J.J JT w I - W ~y ~ Ey W L P ~ ~ (/J A W d ~ S ~ W U O Cw7 0 ¢ w op 'i ~ a 3 ao~3 i a I ¢ O O J ~ LL Z g ~ g o e ' N N § ~ - ~ k ~ ¢ > AL 3 ~.~~:ee~.~.;i • LL V Z 4 3 fia ~°i: y~p~ ~vs ~ ~ Ydfii ~da• a i e a~ y h ~ 6~A~A _ _ . - _ Of0Ad p p i OZ Architecture Page 1 of 1 ROME I GOHTAGI` UZ ' r ~ HBUUTUZ A B O U T OZ Since 1964, OZ Architecture has provided fine architectural design to local, ❑ational and international clients. We provide a full range of architecmral, planning, NllClpm) PNf1lBS and in[erior design services [hat emphasize understanding your project goals. At $tud1oS OZ, we believe the s[rength of our designs lies in our highly diverse project experience. Knowledge of many building types provides our clients with [he unique A~~I'~~ benefits of a broad-based viewpoint when it comes to the design and management TechnotagY of their project . ~~g~~ Our design experience includes urban planning, site analysis, civic buildings, elderly housing, historic preservation, resorts, schools and university buildings, Employment condominiums, ski area and mountain projects, custom residences, corporate headquarters, banks office and retail buildings, pazking structures, librazies, high Opportunities technology research facilities and manufacturing facilities. CdntaCt OZ With a current staff of 110 full time employees in three studios. Our staff includes 42 registered architects, 2 planners, 16 interior designers, 21 azchitectural iuterns, 2 CADD Technicians, and 2landscape azchitects,. We have studios in Denver, Boulder and Summit Coun[y, Colorado. Honored as the 2000 Firm of the Year Award winner by the American Institu[e of Architects (AIA) Wes[ern Mountain Region and as the 1997 AIA Colorado Firm of the Year Award winner, OZ is a proven leaderin design excellence. The largest archi[ectural firm in Colorado (Denver Business Journal) and top [en regionally, OZ has received over 100 design awards. We utilize [he latest technology in architectural, planning, project management, and design. We take great pride in our staff's proficiency with these technologies and remain committed to keeping pace with the benefits of technology through on-going training and technology upgrades. Back tu Top Copyright O 1999-2004 OZ fvchitecmre, All Right Reserved Main[ained by OZ Architecmre http://www.ozarch.com/about_us.html 9/22/2004 _ . _ ` . 564550F.P. 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MR~/~H390LI@L'M Y3Z4L4MLtl{ISRN71lA1lNMLG91YliT1 1 'NY_M3(1 WCtlVdV.Y13JI1NG0TWiN]II~3NI ti 19 3TIdLK ~}5 OLI .O1T£ 0 ~JC~0.'ILHd3I xN1Yi1~18M3~iw93111H1WJIYYIFq ~xawi xwm+usrwvrn.umu.va~ u w i w»n «i wrra(o t~xoxul .~ve'mmaa~`aiio-unmvx5 w m 3'JV9f'5 o[I Sa~MnN ytyM IIOLLMM~9U IIOIIdM:~3(1 I3A XJN 31G1 EWLiCAi 4t10/~ AN'"I 'ptlV~~Y4~ ' 3"YIO~i7S 3aIVPlI WI I - A-.v.rA arvx ~ NMd UNIlH0II ti001J aN003S ` i ~ i ~ [ _ I ~ ~ _ ~ ~ ~ . . . . . . . . ~ . ~ ~ ~ ~ I ~ I ~ . . ~ . . . . . . . . . ~ . . . . . . . ~ . . ` ~ . . . ~ ~ . . . ~ ~ ~ ~ - ~ . . . . ~ . ~ ~ ~ ~ . ~ ~ ~ . . ~ . ~ . ~ ~ . ~ ~ . . . . . . ~ . . ~ . r ~ ~ Table of Contents • Summary • Functions • Spaces • Existing • Program • Program • Comparison • Existing Site • Buildings to Remain • Existing Site Buildout • Expanded Site Buildout • Estimate City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan Program Spaces - Summary Comparison Administration Building Public Works Parks Employee Facilities General Use Totals Shops/Garage Public Works Parks Totals Miscellaneous Site Storage Public Works Parks Totals Parks Bulk Material Storage Pierson & Lovejoy Police Department Enclosed Campound Site Areas Fueling Canopy Employee Parking Landscaping Setback Public Works Vehicle Storage Parks Vehicle Storage Bad Order Storage Public Works Equipment Storage (heated) Parks Equipment Storage (heated) Miscellaneous Common Spaces 1,350 1,350 1,350 1,350 0 20,800 0 0 0 23,100 27,000 32,250 6,575 9,325 9,600 9,600 0 5,190 0 4,950 0 2,880 1,500 1,800 2,250 7,200 7,600 7,600 0 4,200 0 5,500 53,530 80,250 69,633 87,305 Existing Program Spaces Spaces Existing Site 2,624 3,172 see totals below 3,081 1,980 see totals below 0 2,896 see totals below 0 924 see totals below Expanded Site 5,705 8,972 9,600 9,600 2,962 4,836 6,700 6,700 2,336 2,740 2,700 2,700 5,298 8,876 9,400 9,400 8,190 14,650 11,840 12,890 12,354 16,299 0 12,750 20,544 30,949 11,840 25,640 42,604 75,336 - - 4,048 7,132 7,000 7,000 City ofWheatRidge $Urpmaf")/ Public Works/Pazks AflCHIiECTUBE Maintenance Master Plan City of Wheat Ridge Public Works/Parks Master Plan List of Functions Public Works Maintenance Facility Maintenance of City Vehicles Fueling of City Vehicles Storage of SalUSand/Mag Chloride Storage of Construction/Maintenance Materials (PW & Parks) Rock Cold Patch Recycled Asphalt Corrugated Pipe Traffic Signals Sign Poles Light Poles (aluminum) Traffic Sign Blanks Block/Pavers Traffic Barricades/Signs Iron Pipe Vehicle Washing (exterior) Vehicle Storage Traffic Signal Shop Tire Shop Parks Department Maintenance of Park's Equipment Storage of Construction/Maintenance Materials Mulch Pea Gravel Crusher Fines Top Soil Potting Mix Diamond-Tex Park Benches/Planters/Tree Gratings Block/Pavers Christmas Decorations Irrigation Shop Small Engine Shop Carpentry Shop Police Department Police Evidence Storage Archival Evidence Bicycle Automobile Automobile Evidence Testing Evidence Receipt City of Wheat Ridge E; FUIlCt10f15 Public Works/Parks ~ pRCHITECTUflE Maintenance Master Plan City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan Program Spaces - Existing Existing Spaces Notes Length Width Area Public Works Operations Manager Office 18 12 216 Administrative Assistant Office 14 12 168 Operations Supervisor Office 18 12 216 Small Conference Room 0 Traffic Control Technician Office 16 12 192 Maintenance Supervisors Office 12 12 144 Stormwater Supervisor (future) 0 Sign Shop 26 18 468 Sign Shop Storage 17 20 340 Traffic Signal Shop 20 20 400 Signal Shop Storage 8 13 104 Mail/Copy/File Storage 0 Included in admin asst space & supply closet Lunch/Assembly Room 13 17 257 JanitoriaVSupply Closet 17 7 119 Parks Parks, Forestry, Open Space Manager Office 13 17 221 Administrative Assistant 13 13 169 Parks Project Coordinator Office 11 16 176 Small Conference Room 12 16 192 Park Naturalist Office 11 16 176 Copy/Mail/File Storage 8 17 136 Map Storage/Plotting 10 16 160 Drafting Area 8 16 128 Training Room 25 19 475 Lunch Room 15 26 390 Archive File Storage 14 17 238 Server/Communications Room 8 22 176 Service Center Operations Supervisor 15 7 105 Open Space and Forestry Office 11 12 132 Crew Supervisors - 2 person office Forestry Tech 9 12 108 Shared Office 9 11 99 Multiple users for computer terminal Generel Employee Spaces Restrooms (M&F) 0 Future combined Locker Rooms (M&F) 0 Future combined Lunch Room/Assembly Room 0 Future combined Training Room 0 Future combined Janitorial Closet 0 Future combined Wet Room 0 Future combined Quiet Room Fitness Room 0 Future combined General Use Spaces Supply Storage 0 Future combined Computer/Server/Communications Room 0 Future combined Conference Room 0 Future combined Reception/Lobby 0 Future combined Vertical Circulation (assumes two levels) 0 Future combined Pubiic Works Garage/Shop Spaces Vehicle Repair Bays (2) 17 55 1870 Auto Repair Bay 18 25 450 Parts Storage 18 13 234 Tire Shop/Storage 24 17 408 Lube Room/Air Compressor 0 Included above Machine Tools/Work Bench Area 0 Included above Maintenance Office 0 Included above Manual/Reference Area 0 Included above Restroom(s) 0 In administration building Vehicle Washing (exterior) 40 30 1200 Includes pump building & O/W seperator Tool Storage 0 3 current locations Flammable Storage (Out Building) 20 20 400 Fire Proof Shed Dry Material Storage 0 Currently shared w/ flammable, need separate Site Storage Salt Barn 55 50 2750 Mag Chloride Storage 60 30 1800 3 tanks approx 23,000 gal, plan for additional 10K gal tank Material Bin Storage Recycled Asphalt 30 30 900 200 ton Asphalt Waste 30 30 900 Rock 0 Cold Mix 0 20 ton Material Laydown Area 0 Guide rail, signal poles, RR ties, block, pavers Material Storage Racks 0 Sign poles, lumber Spoils Storage Area 0 50 to 60 ton Park Benches/PlanterslTree Gratings 0 Streetscape Project - long term replacement storege Block/Pavers 0 Streetscape Project - long term replacement storage Out Building Enclosed Storage 12 20 240 Plumbing fittings/garland/controllers/edgers Site Storage City of Wheat Ridge ; Public Works/Parks ` I Maintenance Master Plan Existing 0 ARCHITECiURE City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan List of Spaces Public Works Operations Manager Office Administrative Assistant Office Operations Supervisor Office Small Conference Room Traffic Control Technician Office Maintenance Superoisors Office Stormwater Supervisor (future) Sign Shop Sign Shop Storage Traffic Signal Shop Signal Shop Storage Mail/Copy/File Storage Lunch/Assembly Room Janitorial/Supply Closet Parks Parks, Forestry, Open Space Manager Office Administrative Assistant Parks Project Coordinator Office Small Conference Room Park Naturalist Office Copy/Mail/File Storage Map Storage/Plotting Drafting Area Training Room Lunch Room Archive File Storage Server/Communications Room Service Center Operations Supervisor Open Space and Forestry Office Forestry Tech Shared Office General Use Spaces Supply Storage Computer/Server/Communications Room Conference Room Reception/Lobby Vertical Circulation (assumes two levels) Public Works Garage/Shop Spaces Vehicle Repair Bays Auto Repair Bay Parts Storage Tire Shop/Storage Lube Room/Air Compressor Machine Tools/Work Bench Area Maintenance Office Manual/Reference Area Restroom(s) Vehicle Washing (exterior) Tool Storage Flammable Storage (Out Building) Dry Material Storage Site Storage Salt Barn Mag Chloride Storage Material Bin Storage Recycled Asphalt Asphalt Waste Rock Cold Mix Material Laydown Area Material Storage Racks Spoils Storage Area Park Benches/Planters/Tree Gratings Block/Pavers Out Building Enclosed Storage City of Wheat Ridge [ 1h Public Works/Pazks Maintenance Master Plan Spaces M NOW, ARCHIiECTUBE City of Wheat Ridge Public Works/Parks Maintenance Facility ~ Master Plan a E Building Program Spaces - Proposed Proposea spaces rvotes u rora~ Length Witlth Area Public Works ~ OperetionsManagerOffice . 18 12 ' 216 % ' ~ AdministraliveAssislantOfice 12. ` ` 12 144 . . q , Opemtions.5upervisorOffice 16 12~ 192 , ~ SmallCOnference ROOm; 14 - 12 ~ 16$ T2fficConfrolTachmcianAfice 14 72 168 ' Maintenance5uperviwrsOffice 12 ° 12. .144 . StormwaterSupervisor(future) 12 12 144 .Si9nShoP'- 26 18 468 . Sign Shop Storage 20.- 20 . 400 ~ . TraffcSignal5hop 20 20 ~400 Existingspace > . Signal8hop Storage . 8` 13 164 Existing space 'Mail/COpylFile Sroiage. 10 18 160 Lunch/ASSem6lyRaom 16 24 384 ; Janitoriai/Supply Closet . 8 10 Parks Parks, Forestry, Open Sparz:Manager Ofice 78 . 12 '276 Atlministrative Assistanl 12.: . 12 - 944 J , ParksProjectCoordinaMrOffice 16 72 992 SmallCOnferenceROOm ' 14 12 - 168 - Park Naturalist ONice 14 r12 168 ~ . Copy/Mail/FileStorage . 10 1 16 . .160 4 MapStorage/Plotting.. 14 76 224 Comtiinedspacew/d2Ring d DraNngArea 0- 0- 0 Comtimedspacew/.mapstorage.(above) . Training Room 0.: 0 ` 0 Camhined spacewFPW (below) 4: Wnch Room D 0 0 Combined space w)PW (below) ~ 4 Archive File Storage 10. . 70 : 700 ~ ' . ServedCOmmunwationsROOm 8 10 80 - Service Center ' ~ Operations 6upervisor 12 ` 72 144 ` OpenSPaceantl.Forestry Office. . 12 72 : .744 . . . Farestry Tech . 12 ` ` 10 . 120 . .s6aredrnrm:: . .rz. ia izo General Employee Spaces . ' 4 Restmoms (M&F) 40 20 - 800 - Approz 45 shaB 4~ Locker Rooms (M&F) 20 . 20 = 400 Approz45 sfaff J WnchROOm/ASSemblyROOm . 20 15 300 Approx45staff Trainfng Room . . . 25 20 . ~ 500 ACwmrtadate 40 . ~ JanitorialCloset . 70 S SO . Wet Raom .:16 ~ 72 192 J QuietRoom .16 14. : 224 Stortncrews - secondary use2.. . Fitness Room 20 20 r 400 General Use Spaces ' ~ Supply 5torage 16 72 . . 192 bomputer/ServerlCOmmunicationsRoom 10 10 100 d' • Conference Room 24 : 12 288 (Large) cambined space capacity 30 . . RecePtioNLabby . . 72 12 . 144 d 2 floor 89724486 VerticalCimulation(assumestwolevels). 25- 8' . 200 Includes2stair5-lelevator . Public Works Garage/Shop Spaces , f l ' Vehicle Repair Bays (2); 20 70 2800 ety ais e . iMerior sa Eacfi 6ay double lengih w/ 5 ' Auto Repair Bay 16'1 .25 ~ 400 ~ PartsStoiage 20 20 LreShop/Storage ' 24 . 20 ~ 480 ` LubeRaom7AirCOmPmssor- 78 12 - 216 ~ ' . . ~ - MechineTOOISNVO[kBench°Afea 24 : 10. ; . 240 i . Maintenance Office ~ . 12 -10 - 120 AdjaCentto perts storage ~ Manual/Reference Area ~ ' S 80 i Restmom(e) . # 10 60 10 ; . 700 Coveretllenclosetl space 2 posNart+¢qmpme~rt room 1608 enor) . . Vehicle Washmg (e 10 8 . < : 80 ' , ~ Adjacen[lopartsstorage/ofice 6524; . ToolStorage . ' ' FlammableStore9e(OufBuilding); 20 20- 400~. ' Dry Matenal Storage 20 . ! 20 400 : . glass beatls;paint concrHe mix etc Space for16 pallets City of Wheat Ridge ~ PYOgY1111 Publicworks/Parks ; ~AflCHITECTUNE Maintenance Master Plan L Site Storage Salt Barn Mag Chlonde Stomge Materiel BIn Storaqe RecyGed Asphalf AsphaltWaste Rock Cold Mix Matenal Laydown Area Ma[enal Stomge Racks Spoils Siorage Area Park Benches/Planters/Tree Grffiings Block/Pavers Oui Buildmg Enclosed Storage Site Storage . . 55 50 2750 60 30 1800 Additionalcapacity - samefootprint 30 30 900 200 fon Police Department 30 30 900 30 30 900 Covered 12 20 240 Covered - 20 ton 80 20 7600 4 48 12 576 Coveretl - lumber, pipe, sign poles, etc. ~ 20 20 400 Covered-approx750CY ~ 16 16 256 . 6uilding = 20 20 400 Spacefori6pallets-consitlerpalletrecks J 12 20 240 Cumeniry tools & misc 2096 ~ Notindudin r, . 40. . . 30.... . 1200 Miscellaneousmaterialsscontraclortemporary storage . . : Ni v 2750 v' Site Areas Employee Parking 730 160 20800 Estimatetl 60 spaces, incl. visttor v Lantlscaped Areas 15 1540 23100 Assumes 15'sefback alon9 property perimeter d ~ t" r; Vehicle Circulafion (paved) 50 1500 75000 Estimated J FuelTankFartn 60 30 1800 ~ WasteOilTank 10 ZD ZQD ~ Waste Material Storage 70 70 100 Pad for 2 small dumpsters ' ~ Garege Apron 10 132 1320 concrete apron each side 10 jg*~', EntranceOateMeypad 40 30 7200 ~ d Tovka- F~ Dumpsters 15 10 150 Gene21 irash pick-up - 2 dumpsters E ~ Vehicle Parking (open and covered) . . d Pu61ic Works Opeo Vehicle Stomge 72 25 7800 6 trucks Should be canopied J F` Public Works Coveretl Vehicle Stomge 215 . 35 7525 Wgh roof canopy BarksCoveredVehicleStorage,. 150 25 3750 Shoultlbecanopietl-151mcks 4 Parks Works Open Vehicle 5tordge 72 20 1440 Miscellaneous eqwpment -seasonal ~ ShowWa9onStorage 12 . 40 980 Relocatedoffsite? 17875~ J f'•, Bad Order Padcing . 98 , 30 2880 Estimated 8 spaces . . . . , Mulch 80 300 24000 Remam at Nierson a LaveJoyr Eqwpmeni Stomge (heeted) ' _ h l ~ Pea Gravei 10 70 100 Remain at Pierson 8 Lovejoy? __PublicWorks 180 40 7200 ic es . 2 buildin9s (1 exishn )-12 ve . . 9 : 11 0 d Cmsher Fines 10 10 100 Remain at Pierson 8 Lovejoy.? J ~r Parks . . 120 35 4200 , Estimated space-.some seasonal storage . 40 Top Soil 72 16 192 Remain at Pierson & Lovejoy? Ni F ' Poriing Mix B 8 64 Remain at Pierson & Lovejoy? Other Potenhal Spaces ~ in Sho s Bwltling ~ ace-Cocete d S Sh ~ . Diamond-Tex 8 S 64 Remain at Pierson 8 Lovejoy? Electncal5htip 20 30 600 p . . are - p tli 1300; Pitchers Mound Miz 8 8 64 Remein at Pierson & LoveJoy? d 173 Acres MechenicalShop' , ' 20 , 35 700 ng SharediSpace Locatem SHops Buli Mason Sand e S 64 Remain at Piereon & Lovejoy? N ~ _ ` Rip-rap 12 72 144 Remain at Pierson & Lovejoy7 Stone 12 72 744 Remain et Pierson & Lovejoy? ~ Soccer/FOOtball Goal Stomge 120 50 6000 Remain ffi Pierson & Lovejoy? Inclutles ball field fence Topsoil Compost 20 20 400 Remain at Pierson 8 Lovejo}? Stump Srora9e 80 500 40000 Remain at Pierson & Lovejoy? Slash Pile 40 100 4000 Remain at Pierson & Lovejoy? Site Storage- Miscellaneous 24 100 2400 Open stordge of misc materials - moveto 2cks? City of Wheat Ridge PYOgPaI'Tl Public Works/Pazks AflCHITECTUBE Maintenance Master Plan e City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan Exlsting Pmgram Ezpanded ProaramSoaces - SummarvComoarison Spaces Spaees Existing5lte Site Notes Public Works OperationsManagerOffce 216 216 AtlministrativeAssisbnt Office 168 144 Operatians5upervisorOffce 216 192 Small Conference Room 0 168 T2tfc ConWl Technician Office 192 168 Maintenance5upervisorsOKCe 144 144 Stormwaler5upervisor(fuNre) 0 144 Sign Shap 468 468 Sign Shop Storage 340 400 T2fficSignal5hop 400 40O Existingspace Si9nal5hop Sbrdge 104 104 Existing space MaiVCopy/File SW2ge 0 160 LuncNAssembty Room 257 384 Janitonal/SUpply Claset 119 80 Subbtal(s.f.) 2624 3172seetoGlsbelow Parks Parks, Foreshy.Open Space ManagerOHCe 221 216 AtlminisVative Assistant 169 144 Parks Pmject CoordinaWr Offce 176 192 Small Conference Raam '192 168 Park NaNralist OHCe 176 168 Copy/MaiYFile Storage 136 160 Map5to2gelPlarong 16G 224 Combinetlspace w/Orafting Orafling Fvea 128 Combinetl space w/ map sbrdge (above) T2ining Room 475 Combinetl space w/ PV✓ (below) Lunch Room 390 Cambinetl spacew/ PW (below) Archive file Storage 238 100 Server/COmmunicaBOns Room 176 80 Service Canter Operatlons Supervisor 105 144 Open Space antl Forestry OHCe 132 144 ForestryTech 108 120 Shared Otfce 99 120 Subblal (s.[) 3081 1980 see lolies below General Employee Spaces Restrooms (M&F) 800 Approx 45 staK Locker Rooms (M8F) 400 Approx 45 staR W nch RaoMASSembty Room 300 Approx 45 sfaff Training Raam 500 Accammotlae 40 Janitonal Closet 80 Wet Raam 192 Quiet Room 224 Storm crews - semntlary use? Filness Room 400 Subtotal (s.fJ 0 2896 see lotals below General Use Spaces Supply5tarage 192 Computer/Server/COmmunications Room 100 Conference ftoom 288 (Large) mmbined space -capacily 30 ReceptionlLObby 144 Vetlical Circulation (assumes lwo levels) 200 IllCllltl¢5 2 5t215 - 1¢I¢V2I0! Sumotal(s.f.) 0 924 seetohalsbelow Tolal Combined Bulltling Area (s.L) 5,105 8,972 9,600 9,600 Inclutles mechanicaVelecNCal shops Public Works Garage/Shop Spaces Vehicle Repair Bays 1810 2800 Eachbaytloublelenglhw/Sintetlorsafety aisle ANORepairBay 450 400 Patls Storzge 234 400 Tire Shop/Storage 408 480 Lube Room/Air Compressor 216 Machine ToolsN✓ork Bench Area 240 Maintenance Office 120 Adjacent to parts stordge ManuallReterence fvea 80 Restmom(s) 100 Building5ubtotal(s.f.) 2962 4836 6100 6700 Vehicle Washing (exterior) 1200 1608 Inga2ge Inga~'dge CavereQ/enclosedspace-2posiGon+equipmeniroom Too15to2ge 80 Ingarege Ingarage Adjacent topatlsslorege/oRce FlammableStorage(ONBUiltling) 400 400 400 400 Ory Matenal Storege 400 400 400 Space for 16 palle6 -glass beatls, paint, mncrete mu, ek Site Storege SallBam 2750 2750 2750 2750 MagChlontleStorage 1800 1800 1800 1600 Atlditionalcapacity - samefootpnnt Matenal Bin Slordge RecycletlAsphalt 900 900 900 900 200ton AsphaltWaste 900 900 900 900 Rack 900 900 900 Covered ColtlMU 240 240 240 Coveretl-20ton Matenal LayGOwn Area 1600 Matenal Sbrdge Racks 576 3150 3150 Covered - lumber, pipe, sign poles, etc. Spoils5torageNea 400 400 400 Coveretl-approxi50CV PaB Benches/PlanteisrTree Gratings 256 Block/Pavers 400 Space for 16 pallets -consitler pallet rocks Out BuiltlingEnclosed5torage 240 240 Cunentlylools8misc SiteStorage 1200 1050 Miscellaneousmatenals - contrac[ortemporary storage Etlerior/ONbuiltling5ubtotal(sfJ 8,190 14,650 11840 12,890 Parks Shop/Storege Spaces ImgationShoplStorege CaryeMry Shop SmaO Engirie SM1Op GenexlReoairshop PeDer Protlucls Shoage Paft Slofage TooI5lomge PeInIStorage Flammable MateMal SYO2ge BuilUing Sublo~al(s.C) Equlpmenl5brage Towea Equlpment Mowers/Snaw Browers TacloySkltl LoaGers PumpyLOmpaeswrs PlpelBUll0lrg MatanalStoage Ory Matarial5tmage HeraaciCa?estitltle Sto2ge CM1tlslmas DecoaGOn StorageBepalrSMp GamaGOn Faslival Sloiage creenMUSa Storage Nrea Sile Sto2ge - Misrnllaneous EAerlorlOUl6uiMing Subtolal(sf) Combinetl Shop Builtling (s.f.) Atltlltlonal PorbIPW CoveretllEnclasetl Sroage (s.f.) FatenorPaA5lorage Spaces MeleMal Bln Stoage Mulch Pea Gravel CruslrerFires rov san PoXing Mk oiamona-re. Pilchels MounE Mix MasonSaanM Rip-rap Swne Soweriffooticall GoalSlomge Topsoil ComDosl SlumpStorage SIasM1 Pile SubtoUlRf) 656 ]20 056 480 200 2(b aoo aoo 361 256 120 200 384 100 wateroasea palnts - palietsbrege 80 Up l0 6 Flammable malanal l.abineW 2338 2740 2700 2700 9750 10000 10000 CanopleE aao enmasea 6m EncbseJ 209 240 1200 Encbsed 8 heahetl 160 192 Canopletl 30D 300 EncloseU Slbeatetl 140 192 EncloseU & NateJ (curzenlly al Bam) ]&1 875 10p 700 Rebcatefmm BeNerHousal 320 320 300 2490 1250 Open 9omge ofmiw maletlals-moveb acksP 12,359 16,299 0 12,750 5,298 8,076 9.000 9,400 20,5M 30,90.9 11.80 25,660 12,500 24,000 RemainatPlersonBLOVefoyt 64 tOD RemainatPiersonBLOVejoy? 5p ipp RemeinalPlersonBLOVeJoyt 192 192 Remainat PiersonBLOVejoy+ 54 54 Remainat Pierson8loveloy? 64 64 RemalnalPlersonBLovejo}R sa 69 RemainatPiersonBLOVejq? 64 69 RemainalPiersonBLOVejoy? 64 164 RemalnalPierson&LOVejoy? fiq 144 RamainatPlerson&LOVejoyt 6000 RemainatPlersonBLOVe7oy? Includesballfaltlfence 400 40 RemainatPierson&LOVejoy? 25000 40000 RemelnatPlersonBLOVefoyt 4000 d000 RemainatPiersonBLOVejoy? 42,604 75336 0 a SUb101a1¢%clu4e5cimulatioNacessspace Police Department Evidence Receiving Room 12 80 100 100 Police Evidence Storage Neas Archival 288 WO 1400 7400 Evitlence WO Atljacent to receiving room Bicycle 400 500 700 700 CovereNanclosetl Automobile 2500 4480 4200 4200 Minimumi5spaces+access(extenor) ENtlence(OUttloor) 400 400 Automobile Evitlence Testing Bay 288 512 500 500 InGUdes bench/testing space Secured Storage Room 160 160 100 100 2 portable/lockable unifs Subbotal(sf) 4,048 1,132 7,000 1,000 Site Areas Common Areas Fueling Islantl 1350 1350 1350 1350 Employee Parking 20800 Estimated 60 spaces, incl. visilor LandscapetlAreas 23100 27000 32250 Assume515'seffiackalongpmperty penmeter Vehicle Cisulalion (pavetl) 50000 75000 64983 82655 Estimatetl Fuel Tank Fartn 1000 1800 WasteOilTank 200 200 Waste Matenal5torage 100 100 Pad for 2 small tlumps[ers GarageApmn 400 1320 3000 30o0 16mncreteapmneachside EnVance GateMeypatl 1200 1200 1200 1200 Dumpsters 150 150 150 150 Generaltrashpick-up-2tlumpsters Subblal(s.fJ 54,400 125,020 97,683 120,6o5 Vehicle Pa`king (open an7 coveretl) PublicWaiksOpenVehicleSbrege 1200 1800 2400 2400 Shoultlbecanopietl-6WCks Public WoMS Coveretl Vehicle Storege 5375 7525 7200 7200 High roof canopy ParksCOVeredVehicle5[orage 3750 0 3750 Shouldbecanopied-i5trucks ParksWarksOpenVehicleSinrage 1440 0 1200 MiscellaneousequipmenLSeasonal Show Wagon Storage 480 480 300 300 Relocated off site? Batl ONer Parking 2880 1800 1800 Estmatetl 8 spaces Subtotal(s.t) 7,055 1],8]5 11,700 16,650 Equipment Starage (healetl) Public WoMs Parks 2250 7200 7600 1600 2buil7ings(iexisting)-12vehicles 4200 5500 Estimatetlspace - someuasonalstorege Subtoial(sf.) 2,250 11,400 7,600 13,100 Recommended Additions to Progrem Offer Polen6al Spaces ElecNCal Shop MechanicalShop 600 INC WC SharetlSpace - LOCateinShopsBUiltling 100 INC WC SharedSpace - LOCateinShopsBUiltling City of Wheat Ridge Public Works/Pazks Maintenance Master Plan Comparison n ABCHIiECTUBE _ rv: •2e-~v o io aa qo eo~ ~ City of Wheat Ridge << Existing Public Works/Parks pRCHIiECTUBE Maintenance Master Plan ~ ~ ciryofwneacxiage f, Buildingsto Remain:2 Public Works/Parks E: ~ ABCHITECTUBE Maintenance Master Plan E ^~'I? O 10 20 ~ . •~I~~.t/ EXISTING SITE BUILDOUT KEY PROGRAMMED SPACE Fuelin Canopy PROGR4M SF 1,350 PROVIDED SF 1.350 ` E uipment Stora e(canopied and enclosed 9,296 7,600 Material Storage (enclosed) 800 800 Police Evidence 7.132 7.000 '~z;; :i 11 Public Works Garage/Shops 6,524 6,700 „.-srr,`~,'i ~ Parks Sho s 2,740 2,700 Salt Barn 2.750 2,750 Administration Buildin Vehicle Parkin (open and covered 8,972 122685 9.600 13,500 Miscellaneous Material Storage 7,316 8.450 TOTALS 54,685 55,250 ~ -rlw VE*FIG{.~ o ~c ?1, ~ Ioo ec.,a~I 0=4 ciry ofwneat xiflge Existing Site Buildout Public Warks/Parks pflCHITECTUflE ~ Maintenance Master Plan , . . . . EXPANDED SITE BUILDOUT KEY PROGRAMMEDSPACE PROGR4M SF PROVIDED SF MMIRM Fuelin Canopy ,350 1,350 Equipment Stora e(ranopied and enclosed) 24,816 24,300 S- MaterialStorage enclosed 1,484 1,380 Police Evidence 7,132 7.000 ~°r~.0M Greenhouse 320 300 ' 'n%C Public Works Garege/Shops 6,524 6,700 ~ Parka Shops 2.740 Salt Bam 2.750 Administration Building Vehicle Parking open and wvered Miscellaneous Matenal Stora e 8,972 17,875 9,412 d TOTALS 77,145 76280 00 i t: f l ~ S 1 ~ i \Y i . . P?cizK ~ "7 n ~ ~ . I U/ J~ 'wM r~~. fI F`~ ciry ofwheat xidge r Expanded Site Buildout Public Works/Pazks ABCHIiECTUBE Maintenance Master Plan Y1~J ESTIMATE OF PROBABLE COST EXPANDED SITE BUILDOUT KEY PROGRAMMED SPACE PROVIDED SF ESTIMATE $/SF ESTIMATE $ Fueling Canopy complete 1,350 90 $121,500 Fuel eqipment $60,000 Equipment Stora e canopied 10,000 50 $500,000 ; Equipment Storage enclosed 11,500 75 $862,500 Equipment sto exist 2,800 exist Material Storage (enclosed) 1,380 80 $110,400 Police Evidence 1,800 90 $162,000 Greenhouse 300 120 $36,000 Public Works Garage/Shops 6,700 130 $871,000 az Parks Shops 2,700 130 $357,000 Maintenance equipment $485,000 Salt Barn 2,750 exist Administration Building 9,600 150 $1,440,000 Vehide Parking open 5,400 4 $21,600 Vehicle Parking enciosed 2,400 75 $180,000 Vehicle parking canopy 9,450 50 $472,500 Miscellaneous Material Stora e 9,500 15 $142,500 landsca e 30,000 4 $120,000 existin landscape 2,250 exist Subtotal 109,880 paving/utilities 82,655 5.5 $454,604 Subtotal $6,390,604 Contingency 10% $639,060 TOTALS 192,535 $7,029,664 Ithis tloes not include the lana cost or tne 1.u4 acre expansion EXISTING SITE BUILDOUT KEY PROGRAMMED SPACE PROVIDED SF ESTIMATE $/SF ESTIMATE $ Fueling Canopy 1,350 90 $721,500 Fuel eqipment $60,000 Equipment Stora e enclosed 4,800 50 $240,000 Equipment Storage existing 2,800 exist Material Storage (enclosed) 800 80 $64,000 Police Evidence 1,800 90 $162,000 ~~~„~~R ~ Public Works GaragelShops 6,700 130 $871,000 Parks Shops 2,700 130 $351,000 'ggr " Maintenance equipment $485,000 Salt Bam 2,750 exist Administration Building 9,600 150 $1,440,000 ~ %b Vehicle Parking open 6,300 4 $25,200 Vehicle Parking enclosed 2,400 75 $180,000 Vehicle parking canopy 4,800 50 $240,000 Miscellaneous Material Storage 8,450 15 $126,750 landscape 24,750 4 $99,000 existing landscape 2,250 exist Subtotal 82,250 paving/utilities 64,983 5.5 $357,405 Subtotal $4,822,855 Contingency 10% $482,286 TOTALS 147,233 $5,305,141 City of Wheat Ridge Public Works/Pazks Maintenance Master Plan Estimate ~ ARCNIiECTURE Table of Contents • Summary • Functions • Spaces • Existing • Program • Program • Comparison • Existing Site • Buildings to Remain • Existing Site Buildout • Expanded Site Buildout • Estimate City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan Program Spaces - Summary Comparison Administration Building Public Works Parks Employee Facilities General Use Totals Shops/Garage Public Works Parks Totals Miscellaneous Site Storage Public Works Parks Totals Parks Bulk Material Storage Pierson & Lovejoy Police Department Enclosed Compound Site Areas Fueling Canopy Employee Parking Landscaping Setback Public Works Vehicle Storage Parks Vehicle Storage Bad OrderStorage Public Works Equipment Storage (heated) Parks Equipment Storage (heated) Miscellaneous Common Spaces Existing Program Expanded Spaces Spaces Existing Site Site 2,624 3,172 see totals below 3,081 1,980 see totals below 0 2,896 see totals below 0 924 see totals below 5,705 8,972 9,600 9,600 2,962 4,836 6,700 6,700 2,336 2,740 2,700 2,700 5,298 8,876 9,400 9,400 8,190 14,650 11,840 12,890 12,354 16,299 0 12,750 20,544 30,949 11,840 25,640 42,604 75,336 - - 4,048 7,132 7,000 7,000 1.350 1,350 1,350 1,350 0 20,800 0 0 0 23,100 27,000 32,250 6,575 9,325 9,600 9,600 0 5,190 0 4,950 0 2,880 1,800 1,800 2,250 7,200 7,600 7,600 0 4,200 0 5,500 53,530 80,250 69,633 87,305 City of Wheat Ridge Summary Public Works/Parks AflCHITECTURE Maintenance Master Plan City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan List of Functions Public Works Maintenance of City Vehicles Fueling of City Vehicles Storage of Salt/Sand/Mag Chloride Storage of Construction/Maintenance Materials (PW & Parks) Rock Cold Patch Recycled Asphalt Corrugated Pipe Traffic Signals Sign Poles Light Poles (aluminum) Traffic Sign Blanks Block/Pavers Traffic Barricades/Signs Iron Pipe Vehicle Washing (exterior) Vehicle Storage Traffic Signal Shop Tire Shop Parks Department Maintenance of Park's Equipment Storage of Construction/Maintenance Materials Mulch Pea Gravel Crusher Fines Top Soil Potting Mix Diamond-Tex Park Benches/Planters/Tree Gratings Block/Pavers Christmas Decorations Irrigation Shop Small Engine Shop Carpentry Shop Police Department Police Evidence Storage Archival Evidence Bicycle Automobile Automobile Evidence Testing Evidence Receipt City of Wheat Ridge F; FUf1Ct10t1S Public Works/Parks e', ~ pflCNITECTIIRE Maintenance MasteT Plan c City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan List of Spaces Public Works Operations Manager Office Administrative Assistant Office Operations Supervisor Office Small Conference Room Traffic Control Technician Office Maintenance Supervisors Office Stormwater Supervisor (future) Sign Shop Sign Shop Storage Traffic Signal Shop Signal Shop Storage Mail/Copy/File Storage Lunch/Assembly Room Janitorial/Supply Closet Parks Parks, Forestry, Open Space Manager Office Administrative Assistant Parks Project Coordinator Office Small Conference Room Park Naturalist Office Copy/Mail/File Storage Map Storage/Plotting Drafting Area Training Room Lunch Room Archive File Storage Server/Communications Room Service Center Operations Supervisor Open Space and Forestry Office Forestry Tech Shared Office General Use Spaces Supply Storage Computer/Server/Communications Room Conference Room Reception/Lobby Vertical Circulation (assumes two levels) Public Works Garage/Shop Spaces Vehicle Repair Bays Auto Repair Bay Parts Storage Tire Shop/Storage Lube Room/Air Compressor Machine Tools/Work Bench Area Maintenance Office Manual/Reference Area Restroom(s) Vehicle Washing (exterior) Tool Storage Flammable Storage (Out Building) Dry Material Storage Site Storage Salt Barn Mag Chloride Storage Material Bin Storage Recycled Asphalt Asphalt Waste Rock Cold Mix Material Laydown Area Material Storage Racks Spoils Storage Area Park Benches/Planters/Tree Gratings Block/Pavers Out Building Enclosed Storage CiCy of Wheat Ridge Public Works/Pazks ~ Maintenance Master Plan ~ Spaces ~ ARCHITECTUBE City of Wheat Ridge Public WorkslParks Maintenance Facility Master Plan Program Spaces - Existing Existing Spaces Notes Length Width Area Public Works Operations Manager Office 18 12 216 Administrative Assistant Office 14 12 168 Operations Supervisor Office 18 12 216 Small Conference Room 0 Traffic Control Technician Office 16 12 192 Maintenance Supervisors Office 12 12 144 Stormwater Supervisor (future) 0 Sign Shop 26 18 468 Sign Shop Storage 17 20 340 Traffic Signal Shop 20 20 400 Signal Shop Storage 8 13 104 Mail/Copy/File Storage 0 Included in admin asst space & supply closet Lunch/Assembly Room 13 17 257 Janitorial/Supply Closet 17 7 119 Parks Parks, Forestry, Open Space Manager Office 13 17 221 Administrative Assistant 13 13 169 Parks Project Coordinator Office 11 16 176 Small Conference Room 12 16 192 Park Naturalist Office 11 16 176 Copy/Mail/File Storage 8 17 136 Map Storage/Plotting 10 16 160 Drafting Area 8 16 128 Training Room 25 19 475 Lunch Room 15 26 390 Archive File Storage 14 17 238 Server/Communications Room $ 22 176 Service Center Operations Supervisor 15 7 105 Open Space and Forestry Office 11 12 132 Crew Supervisors - 2 person office Forestry Tech 9 12 108 Shared Office 9 11 99 Multiple users for computer terminal General Employee Spaces Restrooms (M8F) 0 Future combined Locker Rooms (M&F) 0 Future combined Lunch Room/Assembly Room 0 Future combined Training Room 0 Future combined Janitorial Closet 0 Future combined Wet Room 0 Future combined Quiet Room Fitness Room 0 Future combined General Use Spaces Supply Storage 0 Future combined Computer/Server/Communications Room 0 Future combined Conference Room 0 Future combined Reception/LObby 0 Future combined VeRical Circulation (assumes two levels) 0 Future combined Public Works Garage/Shop Spaces Vehicle Repair Bays (2) 17 55 1870 Auto Repair Bay 18 25 450 Parts Storage 18 13 234 Tire Shop/Storage 24 17 408 Lube Room/Air Compressor 0 Included above Machine ToolslWork Bench Area 0 Included above Maintenance Office 0 Included above Manual/Reference Area 0 Included above Restroom(s) 0 In administration building Vehicle Washing (exterior) 40 30 1200 Includes pump building & O/W seperator Tool Storage 0 3 current focations Flammable Storage (Out Building) 20 20 400 Fire Proof Shed Dry Material Storage 0 Currently shared w/ flammable, need separate Site Storage Salt Barn 55 50 2750 Mag Chloride Storage 60 30 1800 3 tanks approx 23,000 gal, plan for additional 10K gal tank Material Bin Storage Recycled Asphalt 30 30 900 200 ton Asphalt Waste 30 30 900 Rock 0 Cold Mix 0 20 ton Material Laydown Area 0 Guide rail, signal poles, RR ties, block, pavers Material Storage Racks 0 Sign poles, lumber Spoils Storage Area 0 50 to 60 ton Park Benches/Planters/Tree Gratings 0 Streetscape Project - long term replacement storage Block/Pavers 0 Streetscape Project - long term replacement storage Out Building Enclosed Storage 12 20 240 Plumbing fittings/garland/controllers/edgers Site Storage City of Wheat Ridge Public Works/Parks Maintenance Facility 2 Master Plan m E 8uiltling Program Spaces - Proposed Proposed spaces r+otes o rorai Length WidM Area . PublicWorks . ~ ' OperehonsManagerOffice 78 . 12 276 ` `AdministrativeASSistantQffice 12 12 144 ~ ~ OperalionsSupervisorOtfice 18 ~92 192 Small Conference Room 14 . 12 168 TraRcConirolTechnician:Ofiw 14. 12 168 J' Maintenance5upervisorsOfrice . 12 12 .144 ~ StormwaterSuperasor(future) 72 12 ' 144 ~ . Si9nShoP:'. ..26 18 .468 Sign Shop Sto2ge 20. 20r .400 ' 4' . Traffic Signal Shop ` 20 20 400 . Exisling space 4 . SignalSfiopStorege 8 13 ~104 ~ Existingspace : 4' MaiVCOpy/Pile Storqge W 16 ~ 160 ' LunchlASSemblyRaom 16 24 . 384 ' 4' JanNoriaUSUpplyCbset . 8 70 80 Parks ` , 4~ Parks, Forestry, Open Space Manager Office 18 ' 12 I216 AtlministialiveASSistank' 12 - 12 144 ' Park4ProjectCoordinatorOffice . 16 : 72 ~ `192 'Small Conference Room 14 72 r 168 ~ ' ParkNatu2lis[Office 14 ~ 12 188 Copy/MaiVFileStorage 10 16 : 760 / 4 MapStoragelPlotting 14 76 224 tlrathng . Combinetlspacew DreNngArea A:. 0-. 0 6ombinedspacew/mapstorage(above) 4' TminingROOm '.0 0 0 :Combinetlspacew/PW(below) ~4 Lunch Room 0 0. 0 Combined space w/ PW (bebw) 4 . Archive File Storage --70 10. 100 4 4 ServerlCommunicaeons Room 8 10 80 Service Center ` 4 ~ Operations Supervisor ~ 12 72 . 14 : J:: . OPen Space antl Forestry OiTtce 12 12 144 I ~ I .'FOrestry Tech 12 10 720 . J . . . SharedOffce 72.s 10 . ! 120 General Employee Spaces ' . ~ Reslrooms (M&F) 40 20 800 Approx45 staB LockerRooms(M&F) 20 20 400 .~Approz45sqR 4 Lunch RooMAssembly Room . 20. 15 . 300 : Approz45 staff d TrainingRoom ' 25 20 . 500f Accomrtrodate40 4 Janitorial Closet 10 8. ' 80 . 4' J Wet Room . 16 72 . 192 . J QuietRoom ' 16~ 14 . 224 Stortncrews - secondary use? . . Fitness Room 20 20 ~ . 400 4: General Use Spaces ~ ` J.. SuPPNStorage 76 ~ 12 192 4 ComputetlServedCOmmunications Room 10 70 100 'J ConferenceROOm 24 12 288 (Large)combinetlspace capacity 30 RecePtioNLabby 12. 72 744 4 4 Vertical Circulation (assumes two levels) 25 .0 200 locludes2stairs-7elevator . 8972. Public Works Garage/Shop Spaces Vehicle-RepairBays ;~.(2) Auto Repair Bay PatlsStoiage Tire Sfiop/Sbra9e 24 , 20 480 . LubeRooMAUCompressor . MacfiineTOOls/WOtlcBenchArea 24 10 240 . MaintenanceOffice Manual/ReferenceArea Resfraom(s). VeM1iGe Washing (extenor) 6524 . ToolStorage - Fld,ng)7 120 ' 213 400 'Dry Ma[enal:Storage _ , . City of Wheat Ridge Public Works/Parks Maintenance Master Plan Program ~ ABCHIiECTUBE Site Slorage ~ 2750 Salt Barn 55 60 50 30 2750 1800 Adtlitionalcapacity - samefootprint J Ma9ChlorideStora9e Material Bin Storage ~ Recycled Asphalt 30 30 900 200 ton J Asphalt Waste 30 30 900 J Rock 30 30 900 Coveretl J Cold Mix 12 20 240 Covered - 201on J Maferial Laytlown Area 80 20 1600 Maierial Storage Racks 48 72 576 Covered - lumber, pipe, sign poles, etc. j , SpoilsStorageArea. 20 20 .400 Covered-approzi50CY Gralings ParkBenches/Planters/Tree 76 20 16 20 256 400 . : . Space Poc 16 pallets consider pallet racks j . Block/Pavers Out Building Enclosed Storage 12 20 240 CurrenNy.fools & misc ~ 209fi 40 30 1200 Miscellaneousmaterials-_contractortemporary storege SiteStorage . Mulch 80 300 G40VU rcemam ai neisuu a ~ ~ Pea Gravel 10 70 100 Remain at Piemon & Lovejoy? ` Cmsher Fines 10 10 700 Remain at Pierson 8 Lovejoy? Top Soil 12 16 192 Remain at Pierson & Lovejoy? ~ N Potting Mix 8 8 64 Remain at Piemon & Lovejoy? ~ Diamond-Tex 8 8 64 Remain at Pierson & Lovejoy? ~ Pitchefs Mound Mix 8 8 64 Remain at Piemon 8 Lovejoy? Mason Sand 8 S 64 Remain at Pierson & Lovejoy? ~ Rip-mP 12 12 144 Remain at Pierson & Lovejoy? ~ Stone 12 12 744 Remain at Piemon 8 Lovejay7 J Soccer/FOOtball Goal Storage 120 50 6000 Remain at Piemon 8 Lovejoy? Includes ball field fence Topsoil Compost 20 20 400 Remain at Piemon & Lovejoy? J Stump Sto29e 80 500 40000 Remain at Piemon & LovejoyT ~ N Slash Pile 40 700 4000 Remain at Piemon 8 Lovejoy? ~ Site Storage- Miscellaneous 24 100 2400 Open s[orage of misc materials- moveto racks? 1.73 Acres r~ 975 300 Reiocate fmm Berber I Police Department Site Areas J . J 1575 Employee Parking 130 160 20800 Estimatee tiu spaces, inci. visnor ' ~ d Lantlscaped Areas 15 1540 23100 setback alon9 property perimeter Assumes 15 ` Vehicle Circulalion (paved) 50 1500 75000 Estimated 4 FuelTankFaim 60 30 1800 ~ NFaste Oil Tank 10 20 200 ~ Waste Maferial Storage 70 10 100 Pad for 2 small dumpsiers ' ~ Garage Apron 10 132 1320 concrete apron each side 70 ~ Entrance GateMeypatl 40 30 7200 ~ Dumpsters 15 70 150 General trash pick-up- 2 dumpsters Jehicle Parking (open and covered) ' iPublic Works Open Vehicle Storage 72 25 7800 trucla Shouldbe canopied 6 ~ . Publw Works Coveretl VehiGe Storege 215 . ' 35 7525 Wgh roof canopy J '.Parks Covered VeMcle Storage. 150 25 3750 Should tie canopied -,15 Uucks J Parks Works Open Veh¢le SMra9e 72 20 7440 Miscellaneous equipment - seasonal . ~ ShoW Nlagort.Storage 12 40 480 Relocated off sRe? . 17875 9ad Order PaVicing . 96 30 42880 Estima[ed 8spaces . . ' EqmpmentStorage(heated) 180 40 7200 2 6witlings (t existing)- 72 vehicles : Publm Warks : 120 35 4200 me seasonal storage Eshmated spa soce : 4.11400 Parks , . . City of Wheat Ridge Public Works/Parks r Maintenance Master Plan Ic Program ~ ABCHIIECTUBE = building Nolincludin City of Wheat Ridge Public WorkslParks Maintenance Facility Master Plan Ezisting Progrom Expantled Program Spaces - Summary Comparison spaces Spaces Existing Site sne Notes Public Works OperationsMana9erOffice 216 216 AtlminisVativePSSistantOlfice IRS 144 OperationsSUpervisorOffce 216 192 Small Con(erence Room 0 168 TraffcConVOlTechnicianOffce 192 168 Maintenance5upervisorsORce 144 144 Stormwatar5upernsor(fuNre) 0 1" Sign Shap 468 468 SignShopSlorage 340 400 400 400 ExisYng space Traffic Signal Shop 104 104 ExisUng space Signal Shop S[orage Mail/Copy/File Storage 0 160 LunchlASSembly Room 251 384 JanitotiaVSUpptyCloset 119 80 Submtal (s.f.) 2624 3172 see I olals beiow Parks Parks, Poresiry, Open Space Manager Office 221 216 AdminisVativeAssislant 169 144 ParksProjectCOOrtlinatorOKce 176 192 Small Conference Room 192 168 Park NaWralist Office 176 168 Copy/MaiVFile Storege 736 160 160 224 Combinedspacew/drafting MapSrorage/PloWng Combinetl space w/ map sto2ge (above) Orafling lvea 128 Cambined space w/ PW (below) Taining Room 475 Combinatl space w/ PW (below) Lunch Room 390 Archive File Storage 230 100 ServetlCOmmunicablonsROOm 176 BO $CNICC CEfIIE( Operelions Supervisor 105 144 OpenSpaceandFOresUyOffice 132 1~ . Foreslry Tech 108 120 Shared Office 99 120 Subtotal (s.f.) 3081 7980 see totals below General Employee Spaces Ppprox 45 staH Reslrooms (M8F) 8D0 400 Appmx 45 slaH Locker Rooms (M8f) 300 Approx 45 saff Lunch RooMAssembly Room 500 Accommotlate 40 Training Room Janitorial Closet 80 Wel Room 192 224 Storm aews - secontlary use9 puiet Room Pimess Room 400 Subtotal (s.f.) 0 2896 see rotals below General Use Spaces Supply Storage 192 ComvutedServedCOmmunications Room ioo (Large) combined space - capacity 30 Conference Room 288 ReceptioNlabby 144 200 tnclutles 2 Stairs -1 el¢vator Vertical Circula[ion (a55umes hvo levels) Subtotal (s.f.) 0 924 see mtals below Total Combinetl Building Area (s.f.) 5,705 8,972 9,600 9,600 Inclutles mechanicallelecincal shops Public Works Garage/Shop Spaces Eachbaytloublelen9thw/5'interiorsafetyaisle VehicleRepairBays 1870 2800 AutoRepairBay 450 400 Parls Storage 234 400 Tire ShoplStorage 408 480 Wbe RooMAir Gompressar 216 Machine Too1sM1NOrk Bench Area 240 120 Atljacent to patls storage Maintenance OKCe Manual/Re(erencelvea 80 ResVOam(s) 100 Buildin95ub[otal(s.L) 2962 4836 6700 6700 1200 1608 Ingarage Ingarage Covered/enciosetlspace-2position+equipment room VehicleWashing(extenor) 80 In gara9e In garege Atljacenl to parls storage/oHCe Tool Storage Flammable5torage(OutBUiltling) 400 400 400 400 dW 400 Space for 16 pallets - glass beatls, paint, concrete mix, etc pry Material Storage 400 Site Storege SapBam 2750 2750 2750 2750 MagChbritleStorege 1800 1800 1800 1800 Additionalcapacity - samefoolprint Malerial Bin Storege 900 900 900 900 200ton RecyGedASphaft 900 900 900 900 Asphalt Waste 90D 900 940 Covered Rock Cald Mix 240 240 240 Covered - 20 ton Material Laytlown Fvea 1600 576 3150 3150 Covered - lumber, pipe, sign poles, etc. Malerial Storage Racks 400 400 400 Coveretl - approx 150 CV Spoils Storage Area PaB BencheslPlanters/Tree Gratings 256 Space for 16 pallets - cansider pallet racks BlotklPavers 240 400 240 Currentlytools 8 misc Oul6uildin9 Enclosed Storage 1200 1050 Miscellaneousmalenals - contractortemporary storege SiteStorage Fx[enor/OU[building SubtoWl (s.fJ 8,19D 14,650 11,840 12,890 Parks Shop/Storage Spaces Irtgation SMp/Sto2ge Caryeniry Sfwp Small Engine SM1ap Generel Repalr Snop Paper ProtluGS Sto2ge varts Storage iooi Smrage Paint Storage Flemmable Mannal Sbraga BuilUing SubWtal (s f ) Equlpmen[SYOage Towetl Equipment Mowersl5mw BloweS Taaorsrskia Loaaers PumpslCOmpresso5 PipelBUil01ng Material5to2ge DryMa[enalStorage HerOautlelPesticitle Stoage ChnsMas Oeco2[ion StomgelRepair Slwp Camatbn Fes6val SYOrage GreenMUSe Stoa9e Nea SRe Storage - Miscellanaous ExtenorlOUtbullUlng Subtofal (s f ) Combinetl SM1Op BuIl0ing (s.f.) Atltlillonal ParkslPW CovereClEnclosetl Slorage (s.L) E.ledor Park Storaga Spaces Matenal Bin Sbrage Mulch Pea Graval Crusher Finas Top Soil Polling Mlx Diamon0-Tex Pitchefs Mountl Mu Mason Santl Riµrzp Stone SoccerlFOOlballGOal$torage TopsoilCOmpos[ SWmp Stoxge SIasM1 Plle Subtotal (s.!) Police Department 656 ]20 456 480 soo zoo 40 aoo 384 256 120 200 384 100 WaterOasatl painls- palletstorage 80 Up t0 6 flammaLle malenal cabinets 2336 2140 2700 2700 wso ioooo mooo camviea 480 EnGOSetl soo enaosea 204 240 1200 Encbsetl 6 hea[etl lgp 192 CamDietl 300 300 EnGOSetl 8 M1eateO 140 182 Endosetl&heatea(wnentyatBam) ]80 8!5 700 700 R¢IOCafe VOm B¢Nef FbuS¢? 320 320 300 2400 1250 Openstoragaofmiscmatenals-rtwveto2cks9 12,354 16,299 0 12,750 5,298 8,876 9,400 9,400 20.5E6 30.949 11.800 351640 12.500 24.000 Remain at Pierson 8 Loveloi' fip 100 Ramain at Pierson 8 Lovejoy1 56 100 RemainatPierson&LOVejoy? 192 192 Remalna[Plerson&Lwajoy? bq fiq Remain at Plerson 8 LoveJo}~l y 51, Remain at Pierson 8 Loveloy+ fiy fiq RemainalPie5on8LOVejoy? bq fiq Remaln at Pierson 8 LoveJoyl 6q ~qq RemainatPlerson&LOVejoy+ ~ ~pq Remain at Pierson 8 Lovejoyi 6000 Remaln at Pierson 8 Lovelm/! IncNUes Oall feltl fence 400 400 RemainatPiersonBLOVe)oyR 25000 40000 Remalna[Pierson&LwejoyR 4D00 4000 Remalnat PlersonBLOVejo}!! al eM 75336 0 0 Su0lotal exclutles clrwlatioNacess space EvidenceReceivingROOm 12 80 100 100 Police Evitlence Stora9e Areas Archlval 288 500 1400 1400 ENtlence 500 Atljacenttoreceivingroom Bicycle 400 500 700 700 Covered/enclosetl Aulomobile 2500 4480 4200 4200 Minimum 15 spaces+access (exterior) ENtlence (OU[door) 400 400 Automobile Evitlence Testing Bay 288 512 500 500 Inclutles beneNtesting space Securetl Storege Room 160 760 100 100 2 portable4ockable units Sublotal(s.f) 4,048 7,132 7A00 7,000 Site Areas COmmon Ar¢ds Fueling Island 1350 1350 1350 1350 Employee Parkin9 20800 EsGma[etl 60 spaces, incl. visi~or ' LandscapetlAreas 23100 2700D 32250 setbackalongpropetlypenmeter Assumesi5 VehiGeCirculation(pavetl) 50000 75000 64983 82655 Estimated Wel Tank Farm 1000 1800 Was[e Oil Tank 200 100 200 700 Pad tor 2 small dumpstars Waste Matenal Slorage 400 1320 3000 3000 10'concre[eaproneachsitle Ga29eAPron Entrance GatGKeypatl 1200 1200 1200 1200 150 150 150 150 Genereltrashpick-up-2dumpsters Dumpsters Sublolal(s.f.) 54,400 125,020 7.683 120,605 Vehfcle PaMing (open antl wveretl) 1200 1800 2400 2400 Shoultlbecanopied-6trucks PublicWOrksOpenVehicle5torage Public WoBS Covered Vehicle Storage 5315 7525 7200 7200 High mof canopy ParksCovereCVehicleStorege 3750 0 3750 Shoultlbecanopietl-15VUCks ParksWOrksOpenVehicleStorage 1440 0 1200 Miscellaneousequipment - seasonal ShowWa9on5torage 480 480 300 300 RelocaledoHSite? BadOrtlarParlting 2880 1800 1800 EsUmatetl8spaces Sublo[al(s.f.) 7,055 17,875 11,700 16,650 Equipmen[ Storage (heated) 2250 7200 7600 1600 2 buildings(1 existing) -12vehicles PublicWOrks 4200 5500 Estimatedspace-someseasonalstord9e Parks Sublotal(s.f.) 2,250 11,400 7,600 13,100 Recommended Addilions to Program OtherPOtentiaiSpaces 600 ING INC Sharetl Space - LOCate in Shops Builtling ElecMcal Shop 700 INC INC Sharetl Space- Locate in Shops Buileinq Mechanical Shop City of Wheat Ridge i, COI'Y1pa.Y15011 Public Works/Parks pflCHITECTUNE Maintenance Master Plan City of Wheat Ridge ~ Existing Public Works/Parks ~ pflCHIiECTUBE Maintenance Master Plan e ~J ~ n. -20~0 0 ~n 20 40 cicyofwneacxiage E guildingsto Remain:2 Public Works/Parks ABCHITECTUBE Maintenance Master Plan ~ Rv'K~ o to 20 ~jp. _ Lo~ ~ ~ EXISTING SITE BUILDOUT KEY PROGRAMMED SPACE Fueling Cano EquipmentStora e cano iedande M PROVIDED SF 1,350 7,600 Material Storage (enclosed) 800 Police Evidence 7,000 n~R, ; Public Works Garage/Shops t i 6,700 G.~~:ti Parks Shops 2,700 Salt Bam 2,750 Administration Buildin 9600 Vehide Parkin open and covered 5 13,500 Miscellaneous M aterial Stora e 8,450 TOTALS 54,685 55,250 ciry ofwneat xiage F; Existing Site Buildout Public Woxks/Pazks ~ ~ ARCHIiECTUflE Maintenance Master Plan EXPANDED SITE BUILDOUT PROGRAM PROVIDED KEY PROGRAMMEDSPACE SF SF Fueling Cano ,350 1,350 ~x! E uipment Storage canopied and enclosed) 24,816 24,300 Material Stora e enclosed 1,484 1,380 Police Evidence 7.132 7.000 Greenhouse 320 300 Public Works Gara e/Shops 6,524 6,700 Parks ShoPS 2.740 2.700 Salt Bam 2,750 2,750 AdministrationBuilding 8,972 9,600 ,.V> x Vehicle Parkin (open and covered) 17,875 17,250 Miscellaneous Material Stora e 9,412 9,500 TOTALS 77,145 76,280 ' n ~ ' ~ ' ~ . ~ IR E' r 1 ~✓~V~....__- N;Y ta y . _ i ~ il L^S l~ P J' (9 I<S^.~.. ~ ciryofwneatxidge ~ Expanded Site Buildout Public Works/Parks Maintenance Master Plan ~ AflCHITECTUBE 1~ ESTIMATE OF PROBABLE COST EXPANDED SITE BUILDOUT KEY PROGRAMMED SPACE PROVIDED SF ESTIMATE $/SF ESTIMATE $ Fueling Canop complete 1,350 90 $121,500 Fuel eqipment $60,000 Equipment Storage canopied 10,000 50 $500,000 t Equipment Storage enclosed 11,500 75 $862,500 Equipment sto exist 2,800 exist Material Storage (enclosed) 1,380 80 $110,400 Police Evidence 1,800 90 $162,000 Greenhouse 300 120 $36,000 Public Works Garage/Shops 6,700 130 $871,000 Parks Shops 2,700 130 $351,000 y ~a Maintenance equipment $485,000 Salt Barn 2,750 exist Administration Building 9,600 150 $1,440,000 Vehicle Parking open 5,400 4 $21,600 Vehicle Parking enclosed 2,400 75 $180,000 Vehicie parking canopy 9,450 50 $472,500 Miscellaneous Material Stora e 9,500 15 $142,500 landscape 30,000 4 $120,000 existin landscape 2,250 exist Subtotal 109,880 paving/utilities 82,655 5.5 $454,604 Subtotal $6,390,604 Contingency 10% $639,060 TOTALS 192,535 $7,029,664 (this does not inclutle the lana cost ot tne 'i.u4 acre expansion EXISTING SITE BUILDOUT KEY PROGRAMMED SPACE PROVIDED SF ESTIMATE $/SF ESTIMATE $ Fueling Canopy 1,350 90 $121,500 Fuei eqipment $60,000 Equipment Storage enclosed 4,800 50 $240,000 Equipment Storage existing 2,800 exist Material Storage (enclosed) 800 80 $64,000 Police Evidence 1,800 90 $162,000 Public Works Garage/Shops 6,700 130 $871,000 d ~ Parks Shops 2,700 130 $351,000 f Maintenance equi ment $485,000 Salt Bam 2,750 exist ' Administration Building 9,600 150 $1,440,000 Vehicle Parking open 6,300 4 $25,200 Vehicle Parkin enclosed 2,400 75 $180,000 Vehicle parking canop 4,800 50 $240,000 Miscellaneous Material Storage 8,450 15 $126,750 landscape 24,750 4 $99,000 existing landscape 2,250 exist Subtotal 82,250 paving/utilities 64,983 5.5 $357,405 Subtotal $4,822,855 Contingency 10% $482,286 TOTALS 147,233 $5,305,141 City of Wheat Ridge Public Works/Parks Maintenance Master Plan Estimate ~ AflCHIiECTURE i ' i ~ ~ Table of Contents • Summary • Functions • Spaces • Existing • Program • Program • Comparison • Existing Site • Buildings to Remain • Existing Site Buildout • Expanded Site Buildout • Estimate City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan Program Spaces - Summary Comparison Administration Building Public Works Parks Employee Facilities General Use Totals ShopslGarage Public Works Parks Totals Miscellaneous Site Storage Public Works Parks Totals Parks Bulk Material Storage Pierson & Lovejoy Police Department Enclosed Compound Site Areas Existing Program Expanded Spaces Spaces Existing Site Site 2,624 3,172 see totals below 3,081 1,980 see totals below 0 2,896 see totals below 0 924 see totals below 5,705 8,972 9,600 9,600 2,962 4,836 6,700 6,700 2,336 2,740 2,700 2,700 5,298 8,876 9,400 9,400 8,190 14,650 11,840 12,890 12,354 16,299 0 12,750 20,544 30,949 11,840 25,640 42,604 75,336 4,048 7,132 7,000 7,000 Fueling Canopy 1,350 1,350 1,350 1,350 Employee Parking 0 20,800 0 0 Landscaping Setback 0 23,100 27,000 32,250 Public Works Vehicle Storage 6,575 9,325 9,600 9,600 Parks Vehicle Storage 0 5,190 0 4,950 Bad Order Storage 0 2,880 1,800 1,800 Public Works Equipment Storage (heated) 2,250 7,200 7,600 7,600 Parks Equipment Storage (heated) 0 4,200 0 5,500 Miscellaneous Common Spaces 53,530 80,250 69,633 87,305 City ofwheatRidge ~ SummaP')/ Public Works/Parks ~ ~ pflCHITECiIIRE Maintenance Master Plan ` City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan List of Functions Public Works Maintenance of City Vehicles Fueling of City Vehicles Storage of SalUSand/Mag Chloride Storage of Construction/Maintenance Materials (PW & Parks) Rock Cold Patch Recycled Asphalt Corrugated Pipe Traffic Signals Sign Poles Light Poles (aluminum) Traffic Sign Blanks Block/Pavers Traffic Barricades/Signs Iron Pipe Vehicle Washing (exterior) Vehicle Storage Traffic Signal Shop Tire Shop Parks Department Maintenance of Park's Equipment Storage of Construction/Maintenance Materials Mulch Pea Gravel Crusher Fines Top Soil Potting Mix Diamond-Tex Park Benches/Planters/Tree Gratings Block/Pavers Christmas Decorations Irrigation Shop Small Engine Shop Carpentry Shop Police Department Police Evidence Storage Archival Evidence Bicycle Automobile Automobile Evidence Testing Evidence Receipt City of Wheat Ridge FUIlCt10IlS Public Works/Parks E+ ~ ANCHITECTUBE Maintenance Master Plan City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan Program Spaces - Existing Existin9 Spaces Notes Length Width Area Public Works Operations Manager Office 18 12 216 Administrative Assistant Office 14 12 168 Operations Supervisor Office 18 12 216 Small Conference Room 0 Traffic Control Technician Office 16 12 192 Maintenance Supervisors Office 12 12 144 Stormwater Supervisor (future) 0 Sign Shop 26 18 468 Sign Shop Storage 17 20 340 Traffic Signal Shop 20 20 400 Signal Shop Storage 8 13 104 Mail/Copy/File Storage 0 Included in admin asst space & supply closet Lunch/Assembly Room 13 17 257 Janitorial/Supply Closet 17 7 119 Parks Parks, Forestry, Open Space Manager Office 13 17 221 Administrative Assistant 13 13 169 Parks Project Coordinator Office 11 16 176 Small Conference Room 12 16 192 Park Naturalist Office 11 16 176 Copy/Mail/File Storage 8 17 136 Map Storage/Plotting 10 16 160 Drafting Area 8 16 128 Training Room 25 19 475 Lunch Room 15 26 390 Archive File Storage 14 17 238 Server/Communications Room 8 22 176 Service Center Operations Supervisor 15 7 105 Open Space and Forestry Office 11 12 132 Crew Supervisors - 2 person office Forestry Tech 9 12 108 Shared Office 9 11 99 Multiple users for computer terminal General Employee Spaces Restrooms (M&F) 0 Future combined Locker Rooms (M&F) 0 Future combined Lunch Room/ASSembly Room 0 Future combined Training Room 0 Future combined Janitorial Closet 0 Future combined Wet Room 0 Future combined Quiet Room Fitness Room 0 Future combined General Use Spaces Supply Storage 0 Future combined Computer/Server/Communications Room 0 Future combined Conference Room 0 Future combined Reception/LObby 0 Future combined Vertical Circulation (assumes lwo levels) 0 Future combined Public Works Garege/Shop Spaces Vehicle Repair Bays (2) 17 55 1870 Auto Repair Bay 18 25 450 Parts Storage 18 13 234 Tire Shop/Storage 24 17 408 Lube Room/Air Compressor 0 Included above Machine Tools/Work Bench Area 0 Included above Maintenance Office 0 Included above Manual/Reference Area 0 Included above Restroom(s) 0 In administration building Vehicle Washing (exterior) 40 30 1200 Includes pump building & O/W seperator Tool Storage 0 3 current locations Flammable Storage (Out Building) 20 20 400 Fire Proof Shed Dry Material Storage 0 Currently shared w/ flammable, need separate Site Storage Salt Barn 55 50 2750 Mag Chloride Storage 60 30 1800 3 tanks approx 23,000 gal, plan for additional 10K gal tank Material Bin Storage Recycled Asphalt 30 30 900 200 ton Asphalt Waste 30 30 900 Rock 0 Cold Mix 0 20 ton Material Laydown Area 0 Guide rail, signal poles, RR ties, block, pavers Material Storage Racks 0 Sign poles, lumber Spoils Storage Area 0 50 to 60 ton Park Benches/Planters(Tree Gratings 0 Streetscape Project - long term replacement storage Block/Pavers 0 Streetscape Project - long term replacement storage Out Building Enclosed Storage 12 20 240 Plumbing fittings/garland/controllers/edgers Site Storage City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan List of Spaces Public Works Operations Manager Office Administrative Assistant Office Operations Supervisor Office Small Conference Room Traffic Control Technician Office Maintenance Supervisors Office Stormwater Supervisor (future) Sign Shop Sign Shop Storage Traffic Signal Shop Signal Shop Storage Mail/Copy/File Storage Lunch/Assembly Room Janitorial/Supply Closet Parks Parks, Forestry, Open Space Manager Office Administrative Assistant Parks Project Coordinator Office Small Conference Room Park Naturalist Office Copy/Mail/File Storage Map Storage/Plotting Drafting Area Training Room Lunch Room Archive File Storage Server/Communications Room Service Center Operations Supervisor Open Space and Forestry Office Forestry Tech Shared Office General Use Spaces Supply Storage Computer/Server/Communications Room Conference Room Reception/Lobby Vertical Circulation (assumes two levels) Public Works Garage/Shop Spaces Vehicle Repair Bays Auto Repair Bay Parts Storage Tire Shop/Storage Lube Room/Air Compressor Machine Tools/Work Bench Area Maintenance Office Manual/Reference Area Restroom(s) Vehicle Washing (exterior) Tool Storage Flammable Storage (Out Building) Dry Material Storage Site Storage Salt Barn Mag Chloride Storage Material Bin Storage Recycled Asphalt Asphalt Waste Rock Cold Mix Material Laydown Area Material Storage Racks Spoils Storage Area Park Benches/Planters/Tree Gratings Block/Pavers Out Building Enclosed Storage City of Wheat Ridge Public Works/Parks Maintenance Master Plan Spaces ~ ANCNITECTUHE City of Wheat Ridge Pubiic Works/Parks Maintenance Facility Master Plan Program Spaces - Proposed rroposea spaces Length WidN Area Public Works Operellons Manager Office i 18 72 216 AdmmistrativeAssislantOffice 12 -12~. 144 . OperationsSupervisorOificef 16 72 . 192 Small Conference Room 14 12 768 Traffc ControLTechnician Office 14 . 12 168 MaintenanceSupervisorsOffice 12 12 . . 144 StormwaterSupervisor(finure) 12 ~ 12 744 ' SignShoP.. 26 78 `.468 'Si9d5hop Storage 20 20 400 ' TraKCSignalShop 20 20 ~400; , SignaFShopStorage 8 " 13 -104 . Mail/Copy/File Storage 10 - 16 160 Lunch/ASSem61y Raom 76 J 24 ~ 384' Jandorial/SUppiy Closet 8 70 BOi Parks Psrks, Forestry, Open Space ManagerOffice 78.. . 72 276~ AdministretiveASSistaM. :12 12 144 ParksProjectCoordinatorOffice 16~ 12 :-:192 SmellCOnferenceRaom .14 12 ` 768 . . Park Naturalist Office 14 . 12 ` 168 Copy/Mail/File Storage 10 . 16 160 ' MapStoragelPlotling 14 ' 16 .224' DreRingArea 0 0 0 Training Raam 0 0 0 Lunch Room 0' - 0 rA . Archive File Stora9e 10 10 ' 100 ServedCommumcahonsROOm 8 70 80 . Service Center Opemtions Supervisor 12 12 ~144 Open Space and Foresiry Office . 12 12 744 Forestry Tech . 12'. 10 . 120 Sfiemd ORCe 12.. 10. . 120 General Employee Spaces Restrooms (M&F) . . 40: : 20 , 800 LockerRaoms(MRF) . "20' - 20 400 W nch Room/Assembly Room . :20 15 . ~ 300 Training.ROOm 25 20 500 JanibrialCloset 10: e.. 80 Wetftaom 76 ~ .18 . ` . 792 Quiet Room . 16`. . 14 224 FAness Room . 20 - 20 400 General Use Spaces . . ~ SuPPb Stora9e . . 16. 72 3 792 Computer/ServerlCommunicanonsRoom 10 70 100 ConferenceROOm 24 12 268 Notes Slorm crews - secoF ~ d E Building ci ToGI use? J J J` y capacity30 . J. ~J2Noor ator . `4 8972 ,4486 City of Wheat Ridge [r, Public Works/Parks i' Maintenance Master Plan Program M NOW. ANCHITECTUBE ReceptioNLahby 12 12 744 . Vertical Ciiculatwn (assumes rivo levels) 25 . 0 . 200 Inclutles 2 sta Site Storege Christmas Decoiation StoragelRepair Shop , 25 35 875 J . V 1575 Salt Bam 55 50 2750 Nf 2750 Cama6on Festrval Slorage . Zo 35 700 Relocate from Berber House? Mag Chloride Srora9e 80 30 1800 Additional capadTy - same footprint d x -1r~ed o S oiag~Area ~ri?,rt.~ ~y,c ~3,ZOt q;,~_ 16 r~h"b~~~ r„_ 3,~„0 Material Bin Storage Recycled Asphalt 30 30 900 200 ton Police Department Asphatt Waste 30 30 900 ~ qock 30 30 900 Covered Ni Cold Mix 12 20 240 Covered - 201on Nf Malerlal Laydown Area 80 20 1600 ~ d . Maierial Storage Racks 46 12 576 Covered - lumber, pipe, sign poles etc E Spotls Storage Area 20 20 400 Covered - approz 150 CY r Park Benches/Planters/Tree Gratings 16 256 : . - =building Block/Pavers ' 20 20 400 Spacefori6pallets-considerpalletracks Out Bwiding Enclosed Storage : 72 . 20 240 Currenlty tools & misc ' J ~ 2096 ~f Not includin Site Storage 40 ' 30 7200 . Miscellaneous materials+contracrortemporary srorege_ Site Areas Common Areas Material Bin Storage Mulch Pea Gravel CrusherFines 7op Soil Potting Mix Diamond-Tex Pitchefs Mound Mic Mason Sand Rip-rap Stone Soccer/FOOtball Goal Storage Topsoil Compost Siump Slo29e Siash Pile SHe Storage - Miscellaneous 12 -'Ib 1tlG ~ l.anopiea-, . ~ 10 : 30 300 Enclosed& heatetl 12 16 . . 192 Enclosed & heated (wrrently at Bam) ~ 80 300 24000 Remain at Pierson 8 Lovejoy? 10 10 100 Remain at Pierson & Lovejoy? 10 10 100 Remain at Pierson & Lovejoy? Nf 12 16 192 ftemain at Pierson & Lovejoy? 8 8 64 Remain at Pierson & Lovejoy? ~ 8 8 64 Remain a[ Pierson 8 Lovejoy? ~ 8 S 64 Remain at Pierson & Lovejoy? ~ g 8 64 Remain at Pierson & Lovejoy? d 12 72 144 Remain at Pierson & Lovejoy7 Ni 12 72 144 Remein at Pierson 8 Lovejoy? ~ 120 50 6000 Remain at Pierson & Lovejoy? Includes bali fieltl fence J 20 20 400 Remain at Pierson & Lovejoy? ~ 80 500 40000 Remain at Pierson 8 Lovejoyl ~ 40 100 4000 Remain at Pierson 8 Lovejoy? ~ 24 100 2400 Open storage of misc materials- moveto racks? J 684 1.73 Acres Employee Parking 730 160 20800 EsGmatetl 60 spaces, Incl. vlsrtor v Landsraped Areas 15 1540 23100 Assumes 15'setback along property perimeter d Vehicle Circula[ion (paved) 50 1500 75000 Estimated ~ Fuel Tank Fartn 60 30 7800 Nt Waste Oil Tank 70 20 200 Nf Waste Material Sto2ge 10 70 100 Patl for 2 small dumpstere J Garage Apron 10 132 1320 10' concrete apron each side J EntranceGateMeypad 40 30 1200 Oumpsters 15 70 150 Generel trash pick-up- 2 tlumpsters d Vehicle Parking (open and covered) PubhcWorksOpenVehicleStorage 72 25 7800 Shoultlberanopied $trucks 4 ~ Public Works Covered Vehicle Storage 215 35 7525 High roof canopy ' J. Parks Corered Vehicle Storege. 'I50 25 3750 Should be canoptetl 15 Vucks d' 'ParksWOrksOpenVehicle5torage 72 20 1440 Miscellaneousequipment - seasonal ~ J. ~ Show WagonStorage 12 40 480 Relocatetl off site? 4 BadOrderPaiking . . 96 . 30 2880 Estimated8spaces . . . .4 : 17875.. Equipment Storage (heatetl) Pubhc Works 780 40 7200 2 bmldings (1 exisbng) - 72 vehicles . J ! Parks _ , 720 : 35 _ 4200 Eshmatetlspace - someseasonalstorage A 7400 Olher Potential Soaces City of Wheat Ridge ` Program Publicworks/Parks `I Fw pflCHITECTUBE Maintenance Master Plan TowedEquipment'200 50 10000Canopied. Mowers/Snow Blowers 24 20 480'. Enclosed . ~ Tractors/SkitlLoadere 20 ~ 30 600~ Enclosetl': 1o 'vn 9db' Fnr1ncM9 M1aaiwd . ~ 71320 . City of Wheat Ridge Public Works/Parks Maintenance Facility Master Plan Fxisting Pmgram Ezpantletl ProgramSpaces - Summary Comparison spaces spaces Exlstinqsite site Notes Public Works OperationsManagerOHce 216 216 Atlminisirotive Assistant Offce 768 144 Operations Supervisor Offce 276 192 Small Conference Room 0 168 TaKC Control Technician Otfce 192 168 Main[enance Supervisors Office 144 144 Stortnwater Supervisor (fuNre) 0 144 SignShop 468 468 Sign Shop Stomge 340 400 TraKCSignal5hop 400 400 Existingspace Signal Shop Storage 104 104 Existing space MaiVCOpylFile Stomge 0 160 LuncNASSembly Room 257 384 JanitonaYSUppIy Closet 119 80 Subtotal (s.t.) 2624 3172 see totals below Parks Parks, Porestry, Open Space Manager Office 221 216 AtlminisNativeASSistant 169 ibb Parks Project Coortlinator Otfice 176 192 Small Conference Room 192 168 Park Naturalist Offce 176 168 Copy/MaiVPile Stomge 136 160 MapStorege/Plotling 160 224 Combinedspacew/draiting OraPong Nea 128 Combinetl space w/ map sto2ge (above) Training Room 475 Combinad space w/ PW (below) Lunch Room 390 Combined space w/ PW (below) Archive File Storage 238 100 Server/COmmuniwGOns Raam 176 80 Service Center Operations Supervisor 105 144 Open Space antl Forestry Office 132 144 Foresiry Tech 108 120 Sharetl Office 99 120 Subtobl (s.t.) 3081 1980 see tofals below General Employee Spaces Restrooms (M&F) 800 Approx 45 sfaff Locker Rooms (M8F) 400 Approx 45 staff Wnch RooMASSembty Raom 300 Appmx 45 staR Training Room 500 Accommotlate 40 JanitonalCloset 90 Wet Room 192 Quiet Room 224 Stortn crews - secontlary use? Fitness Room 400 Subtotal (s f.) 0 2896 see tolals below General Use Spaces SupptyStordge 192 Compuler/Server/Communicatlons Room 100 Conference Room 288 (Large) cnmbinetl space - capacity 30 ReceptioNLabby 144 Vertical Cimulalion (assumes two levels) 200 IncluGes 2 stairs- 1 elevator SubWtal (s.f.) 0 924 see tolals below Total Combinetl Builtling Area (s.f.) 5,705 8,972 9,600 9,600 Inclutles mechanical/electncal shops Public Works Garage/Shop Spaces VehiGeRepairBays 1870 2800 Eachbaytloublelenglhw/Sintenor safety aisle AutaRepairBay 450 400 Paris Slorage 234 400 TireShop/Skarage 408 480 Luba RooMAir Cqmpressar 216 Machine ToolsNJO* Bench Area 240 Maintenance OKCe 120 Adjacent to parls sto2ge ManuaVRe(eance Nea 80 Reslroom(s) 100 Building SubloWl (sf ) 2962 4836 6700 6700 VehicleWashing(extanor) 1200 1608 Ingarage In9arage Coveretl/enclosetlspace-2position+¢quipmen[ioom ToolStorage 80 In ga2ge In garage Atljacent to patls sto2ge/oKre Flammable Stomge (OUt Builtling) 400 400 400 400 Ory Mai Storage 400 400 400 Space for 16 pallets - glass beatls, paint, mncrete mu, etc Site Stomge SaliBam 2750 2I50 2750 2750 MagChlontleStorage 1800 1800 1800 1800 Atltlitionalcapaciry - samefootpnnt Matenal Bin Stomge RecycletlPSphall 900 900 900 900 200ton AsphaltWaste 900 900 900 900 Rack 900 900 900 Coveretl ColdMix 240 240 240 CovereG-20ton Matenal Laytlawn Area 1600 Matenal S[orage Racks 576 3150 3150 Coveretl -lumber, pipe, sign poles, etc. Spoils Stomge Mea 400 400 400 Covered - appmx 150 CV Park BencheslPlan[ers/iree Gratings 256 BIOCWPavers 400 Space for 16 pallefs - mnsitler pallet racks OutBUildingEnclosedStorage 240 240 CurtenOyloois&misc SiteStorage 1200 1050 Miscellaneousmatenals - conVaclortempordry sfnrage FxtenotlOUNUiltling5ubtobl(s.f.) 8,190 14,650 11,840 12,890 Parks Shop/Storage Spaces imyxron snoprsmnage sss 720 Garyentry SM1OD 456 480 SmallEngineSM1op 200 200 GenerelRepelrSMD 400 400 Paper ProtluclsStorege 384 256 PaRSStoage 120 ToolStorege 240 384 PaIMStorege 100 WalerbaseJ paines - pallet sWage Flammable Materal Stomge W Up b 6 namrtable metetlel rabinets BuIltlingSUbloUl(sf.) 2336 2140 2700 2700 Equipment5torege TowetlEquipment 9750 10000 f0000 Canopled Moweis/Snow Blowers 480 EncbseJ Tactors/Skitl LoaEers 600 Encbsetl Pumps/Campresmrs 20C 240 1200 Endosetl8liealetl PipGBUiltling Meletlel Stomge 160 192 Canopied pryMatenal5torage 300 300 Encbsetl&lieatetl HekaciEelPesunEe Smrage 140 192 Encbsetl 8 neatetl (artenty at Bam) CM1reMasDecorationStoregelRepalrSM1Op 180 815 CamaOOnFesGualStoage 700 700 RelocetefromBeNer HOUSe? GreenlwuSesoageArea 320 320 300 SiteSlorage - Miscellaneous 2400 450 Openstoageofmiscmatenals-move(o2cks? Eatenor/OUWUiMingSUbtotal(s.f.) 12,3% 16,299 0 12j50 CombinetlSM1OpBUlltling(s.f.) 5,198 8,876 9,000 9,600 AtltlitionalPaMSIPWCOVeretllEnclosetl5tonge(s.t) 20,544 30,90.9 11,000 15,600 Eaterbr PaMStoage Spaces Matenal Bin Sbrage MWCM1 12,500 24.000 RemainalPierson&LOVejoyl Pea Gravel 64 100 Remaln at Plerson & Lovefoy? CmsM1erFlnes 64 100 RemainalPierson& LovejoyP Top Soil 192 192 Remaln at Plerson & Lovefoy! PotlingMk 64 64 Remainat PleSOn&LOVefoy! DOmoM-Tex 64 66 Remalnat PiersonBLOVejoyR PitcM1e(sMOUntlMix 64 64 Remalnat Pierson&LOVeJoy? MawnSaM 64 64 Remalnat Pierson&LOVeJoy? Riprap 64 144 Remaln et Plerson & Lovejo}? Slone 64 144 Remain at Pierson & Lovejoyt SoccerlFOOtbeIIGOeI5lorage 6000 Remainat Pierson&LOVejoyi IncluCesUallfelG(erce TopsoilCOmposl 000 600 Remalnat Plerson&LOVeJoy? SWmp5lorage 25000 40000 RemainatPiersonBLOVejoyR SlashPile 4000 4000 Remalnat Plerson&LOVeJoN Subtotal(sf) 02,606 75,336 0 0 Sub1oO1exclutlesdrculatioNacessspace Police Departmen[ Evitlence Receivin9 Room 12 80 100 100 Police Evidence Storage Neas Archival 288 500 1400 1400 Evidence 500 Atljacent to receiving raom Bicycle 400 500 100 700 Coveretl/enclosetl Automobile 2500 4480 4200 4200 Minimuml5spaces+amass(exterior) Evitlence (OUttlaar) 400 400 AulomobileEVidenceTestin9Bay 288 512 500 WO InclutlesbencNtestingspace Securetl Stomge Room 160 160 WO 100 2 potlablellockable units Subtotal(s.f.) 4,048 7,132 7,000 7,000 Site Areas Common Areas Fueling Islantl 1350 1350 1350 1350 Employee Parking 20800 Estimanetl 60 spaces, incl, visitor LantlscapetlAreas 23100 27000 32250 Assvmesl5'setbackalongpropatlypenmeter VehicleCimulation(pavetl) W000 75000 64983 82655 Estimated Fuel Tank Fartn 1000 1800 WasteOilTank 200 200 Waste Matenal Stomge 100 100 Pad for 2 small tlumpsiers Garage Apron 400 1320 3000 3000 10' concrete apmn each sitle Entrance Gale/Keypatl 1200 1200 1200 1200 Dumpsters 150 150 1W 150 Genereltreshpick-up-2dumpsters Subtotal(sfJ 54,400 125,020 97,683 120,605 Vehicle Parking (open antl coveretl) PublicWOtltsOpenVahiGeSbrdge 1200 1800 2400 2400 Shoultlbecanopietl-6trucks Public WoM1S Coveretl Vehicle Stomge 5375 1525 7200 7200 High mof canopy Parks Caveretl Vehicle Storage 3750 0 3750 Shoultl be wnopied -15 Vucks ParksWOrksOpenVehicle5torage 1440 0 1200 Miuellaneousequipment - seasonal Show Wagon Stomge 480 480 300 300 Relocatetl oK site? BatlONerParking 2880 1800 1800 EsGmatetl85paws Subtotal(s.f.) 7,055 17,875 11,700 16,650 Equipmenl5torage(heatetl) Public Woiks 2250 7200 7600 7600 2 builtlings (1 exsting)-'12 vehicles Parks 4200 5500 Eslimatedspace - someseasonalstorage Subtatal(s.f.) 2,250 11,400 7,600 13,100 Recommended Additions to Program Other Potential Spaces ElecNCalShop 600 INC INC Sharetl5pace-LOCateinShopsBUiltling Mechanical5hop 700 INC INC SharetlSpace-LOCatein5hopsBuiltling City of Wheat Ridge Comparison Public works/Parks 1- ~ ARCHIiECTUflE Maintenance Master Plan ~ ~ City of Wheat Ridge ~ EXIStlllg Publicworks/Parks ~AflCHITECTUBE Maintenance Master Plan ~I ~ -2~v~~o~o ~~n qp 4p 20~ n. cicy ofwneac xiage ; Buildings to Remain: 2 Public Works/Pazks ~ ARCHITECTUBE Maintenance Master Plan EXISTING SITE BUILDOUT KEY PROGRAMMED SPACE PROGRAM SF PROVIDED SF Fuelin Canopy 1,350 1.350 ` E uipment Storage (cano ied and enclosed 91296 7,600 < Material Storage (enclosed) 800 800 Police Evidence 7.132 7.000 Public Works Gara e/Shops 6,524 6,700 Parks Shops 2,740 2,700 Sali Bam 2,750 2,750 ' ii...;;-1 Administration Buildin 8,972 9,600 Vehicle Parking (open and covered) 12,685 13,500 Miscellaneous Material Store e 7,316 8,450 TOTALS 54,685 55,250 ~T °.JrD Vol- FW ~ ✓ , ~ I cityofwl,eatxiflge Existing Site Buildout Public Works/Parks ~ ~ ARCHITECTUBE Maintenance Master Plan l`~~ t ' I EXPANDED SITE BUILDOUT KEY PROGR4MMED SPACE PROGR4M SF PROVIDED SF Fueling Canopy ,350 1,350 Equipment Stora e(canopied and encbsed) 24,816 24,300 Material Storage enclosed 1,484 1,380 Police Evidence 7,132 7,000 -M Greenhouse 320 300 Public Works Garege/Shops 6,524 6,700 'i Parks Shops 2,740 2,700 Salt Bam 2,750 2,750 Administration Building 8,972 9,600 r;.;y Vehicle Parkin open and covered 17,875 17,250 :i Miscellaneous Material Sfora e 9,412 9,500 TOTALS 77,145 76,280 ~ . I5' , , , . a F 0 Ib 26 y~ ~qo ~ ~ ~ i ESTIMATE OF PROBABLE COST EXPANDED SITE BUILDOUT KEY PROGRAMMED SPACE PROVIDED SF ESTIMATE $/SF ESTIMATE $ Fueling Canopy complete 1,350 90 $121,500 Fuel eqipment $60,000 Equipment Storage canopied 10,000 50 $500,000 F fflw Equipment Storage eoclosed 11,500 75 $862,500 Equipment sto exist 2,800 exist Material Storage (enclosed) 1,380 80 $110,400 Police Evidence 1,800 90 $162,000 Greenhouse 300 120 $36,000 Public Works Garage/Shops 6,700 130 $871,000 Parks Shops 2,700 130 $351,000 Maintenance e uipment $485,000 Salt Bam 2,750 exist Administration Building 9,600 150 $1,440,000 Vehicle Parking open 5,400 4 $21,600 Vehicle Parking enclosed 2,400 75 $180,000 Vehicie parking canopy 9,450 50 $472,500 " ^ Miscellaneous Material Stora e 9,500 15 $142,500 landsca e 30,000 4 $120,000 existing landscape 2,250 exist Subtotal 109,880 paving/utilities 82,655 5.5 $454,604 Subtotal $6,390,604 Contingency 10% $639,060 TOTALS 192,535 $7,029,664 Ithis does not include tne iano cos[ or me i.u4 acre expansion EXISTING SITE BUILDOUT KEY PROGRAMMED SPACE PROVIDED SF ESTIMATE $/SF ESTIMATE $ Fueling Canopy 1,350 90 $121,500 Fuel eqipment $60,000 Equipment Stora e enclosed 4,800 50 $240,000 Equipment Storage existing 2,800 exist ' Material Storage (endosed) 800 80 $64,000 Police Evidence 1,800 90 $162,000 Public Works Garage/Shops 6,700 130 $871,000 ;ur Parks Shops 2,700 130 $351,000 Maintenance equipment $455,000 Salt Bam 2,750 exist ;;i Administration Building 9,600 150 $1,440,000 ~ Vehicle Parking open 6,300 4 $25,200 ~ Vehicle Parking enclosed 2,400 75 $180,000 Vehicle parkin canop 4,800 50 $240,000 Miscellaneous Material Stora e 8,450 15 $126,750 landscape 24,750 4 $99,000 existing landscape 2,250 exist Subtotal 82,250 paving/utiiities 64,983 5.5 $357,405 F- ISubtotal $4,822,855 Contingency 10% $482,286 TOTALS 147,233 $5,305,141 City of Wheat Ridge F Public Works/Pazks ~ Maintenance Master Plan L Esti mate ~ ABCHIIECTUflE BBREVIATIONS ~ q IC I ~ 1]! . plaEll AW; ~ ~ . mIlE11E N 0.1 ~ /INES ~ '1~/A~SOOIX ~ ~ OR M IiONR A 00 ~a I➢[f IttY ~nYmr /L45iA9E L UL Idcn~ UYl\E NW MLMY ~ KT & ¢ m ~ u ~ ~ ~IIPII IARNIAB l Y FM a LL 111E = v ~ vxe.uortvms xm wmum uwi rmxm ~ ~ I1B Aq1.IZ . 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"S°° aILDIw g°"°"5 PLUMBING .1501 M~4L SECIIONS A1.OD SOIE➢LL6 d Wpt OEf/IIS 8 WNL 1WES Ae.ro wmwi. rcnas . nm L[cam um xohs A0.01 PLAN DET11S P200 PWI@WG ilAOR PLWS yTpUCTUpqL ELECTRICAL S FqMOAiXW PLAN Nm OFV➢5 E1.00 FIE47lOGL SCFEWIES 52 UPPIX ROOR FfNWG PLAN fl.01 FIECIPoGL 91E PLW 51 NOOf FRAIBNG PLAN E200 EIFQMl1 FlLOR PLWS CLN FIECIPoCILfIWIiH/!!S ~ ANCNIiE6tURE ISBO Iivwln $aect Suia 12(10 Dmvey Cotondo 80703 phom 303.8615704 0 0 Q ~ 0 LV J O ~ W Q Li w Q ~ v/ w ~ U Q W Lu > = U Q 2 ~ N N T T rea. xo. 54052ao DRAWN: BA CHECKEO: dA. CADD FlLE: T1.OO.dwg DAIE: 06/15/2005 RENSIONS QOZ ARCHITECNRE SCHEMATIC DESIGN sxEEr nnE: TffLESHEET )ISCRIPTION OF HALLS SUBDINSION ) IN SECiION 21, TOWNSHIP 3, RANGE 69, NW QUARTER ' OF JEFFERSON, STATE OF COLORADO AV- . 15/ I 1 I I ~ ~ 64 l L E„sm,~ II , i cwa"Y ~ ' . i sur I awon / rxaemn u'+e-~ 45TH. AVE. msm~c / P,IM~ DMG GAM C~ y aNnwc P.W. wuaEs rs . I ' ' . i mnwc ~xc suu ~ ~ \ ~ ~ IG 'fR~E TO BE ED (~Y OWNER) / / ~ ~ / I/ i~ I I U ~ ~ ~ / i i / I \ \ \ \ 1 I I I I 1 ~ ~ ~ i i i ~ I I I i R a ~ / EXISTING SALT COVERED J FENCE TYP. GATES TYP. ~ /x\ ~ / v - - _ - _ - O RBCHIiE6TURE iseo ~wl. strm swm izoo nmvu, colo.aa4 8ozo3 ptone 303.861s704 ~ ~ I 1 I i 1 (D C) i= ~ Q 1 3:: 0 Q cr- O ~ O ~ LU OO p W cr- U Q Z w 9 3: > W I.IJ > W Q U = J ~ ~ ~ O N T r PRQI. N0. 5405200 DRAN?!: 8A/KV CHECKEU: IL CADD FlLE: A5.00.dwg DAIE: 06/15/2005 REVISONS: (3RAVE \ o OWNFR TO REMOVE EXIS7ING BARRIERS/STORED ITEh1S FOR SI7E ACCESS OVERALL F~„SITE PLAN rn 1 SITE PLAN GENERAL NOTES: p•~ t' - a' scue i~v.P-o' 1. flMAE WA1ER INE TU TIE WIllHG (A1FANAlE p0) u(x2n1 NOR1H 2 r3VEw wtlA[cf YAxu,u ian ~sr aF ilmaulFs ~ i I f I / / / b. ~ . j : ~ . 'PAA . ' . , . . • . : . . . . : , ~ . ..59A : v . t PRONDE 6fE~TAL R06F. . . i ` PANELS : #4) (AL \ ~ n ~ ' ~ . _ . i . 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SCNE . $f1EFT 717LE: NOR7H NOR7H FLOOR PLAN$ KEYNOTES: GENERALNOTES: n n n ,z ~s ~ WEST ELEVATION ~ NORTH ELEVATION Y scuE v,•-r-a ~ scNC,~r-r-r wACHitECruflE isaa ~.0in s~ swce 1200 nm~, commao aoams phove303.B61.5704 0 0 Q M 1..1~ 0 J 0 ~ W ~ W o ~ ~ ~ ~ ~ U Q W W Lij = U ¢ = J 0 ~ ~ O N N T T PROd N0. 5405200 ORANN: BA/KV CHEqCED: & CRDD FlLE: A5.00.dw9 DAIE 06/15/2005 RENSONS COZ ARkIIIECNRE r;'\-EAST ELEVATION ° scuc,n•-~•-v KEYNOTES: R~-xum saow ur ru+us io# owmmc % 1S CmING OOdl (I1T.FtPo1~PID) ~~wuyc,a mwut ie ~ca ra: oam soo. SOUTH ELEVATION GENERAL NOTES: res.w ea~cr uuuu ron ~r av un SCHEMA7IC DESIGN SHEET 717LE: ELEVATIONS i ~ V a9.00 - 1 ^ ~ 1] 6r 9 1PIRSCrnmr~c ~ -JZs 12 EL~llB-0 2 % 8 ~PANG WNL ' ' fL SIMICNRI.L ~SFCIXiD ~ROOR I I WNNG GNU(£ UOOR fl-T -109'-4' ~ I I AIECHINICpL Ld14FA HE IWI. BAY I I lOt f u.ux rtaax ~ socc I ¢.-i5a-o 1 PIDC£ YFNi 1' PINR ROOF W/bp+03➢ G,151EIlSERS CN JO/ fl00fNG FFLfi CN R1MVW all m40fl5 iflU55 W/R-.10 aAn i~nca (kT. N) MF51N91m IIETIy Wi1FA (ILT. /B) MUW HPNOR STORAG ~ B 0 SOfiIT JMSIS RF: $iRUCiU PR'flN5HE0 oovmmour (u.. /s) f IPP 9dNG 011 &DG. PMER ON 5/8' itPE 'If Gro. W. 4 °N 2 x s snios er is• o.c. STORAG 1 6' BRiiN51RAlI0N r~ uEa~ monc r,-'*~ BUILDING SECTION G SCUE I/1h-0' YEfk P.VEl fl00F FASIEN3R5 tll V0~~~ ~~~M$S=~ wixao eert xwuM ARCNIiECiUflE 1580 Linwln Srmt Stirc 1200 Denvc, Cdondo 80203 phone 303.861.5704 ~ O w J O W < u., 0 c~ 0 0 co w a W w j w a ~ 0 J 0 lF- d d' ~ O N N T T PROJ. N0. 5405200 DRAYM: BA/KV CHECKm: J. CADD FlLE: A5.00.dwg DA7E: 06/15/2005 REN90NS Y % Y Q1E r.-,',~ BUILDING SECTION ~ 51[YE I/4=P-ff GENERAL NOTES: i. RE~ moFCt Mnxuu roa usr a umrcms ! QOZ ARCNIlEC7URE saieMnnc oesIcN SHEET 11RE: BULLDING SECTIONS srae auws sraASECnoNs 3 STAIR SECTION `J $CNE 1/4'°1-0' /-n if ♦ ~ FRiS ON R1NWU M~ iEL1S ON P11W0 q Gl~~ ` ~ Stl5mX51RUQ W/A-SO MTf Sd55Ctlt5 iRUit WM-SII BAii ~ I erxuiwx (uz p) ixvuipx (ui. p) - W5MC Q! 9D1 PMd OI Lw 9pNC [N ~ PAPFR W ya'rn[xcm.eo.aP s/e'meY cro.eo.a/z % 6 SROS AT tYQG X B SNDS AT 16'0.C BAR W91UMN e' BATI INACAIICN ~ / 5/8- i1PE -X W. W. -5/9' TPE'%' W. B0. tll 2%6 ON R X 6 SNm 511105 2X TO ATtApI FPFiFAS (w.. a) z x ,z o ~a•o.c. rs: smucrvnu ~ (u.. a) ~ r BAff PQf S]IE➢l1E I IIN. MIING PER q1ANI1NK FNQ05JRE R) (uT xr~wa[-1 . MI00 FLOOR ON Jq51S I W. SIRUCNRN. WJW ROQi QV J01515 fE: 51RUCNR,LL ~ I ~ ~ ~ t x a uxauxtm xum ee i x n wraxim Yvao aaa EW.W9W Jm wpN9p1 JpM fE SlPiknstu RE siRUCNxu. ~ d y ~~~=-F~~~l- 11=I~~ • , •.e ' I I I I I'I- '-I I I-I I I~~I -I~I I . PR61N91m1EiAL PIf1ER (NT~) 9L .W GPP. / ~ I le ~ W SqNG ON BIDC. PMEP 0 5/B' 11PE 'C W. B0. ON 1 X 8 SMAT 16'LLG- e• mrt eauuna - m Mu rimwsun ieru - rowmauT (wr. p) m ~h~~ (xx /e) ~ m ax ~ ` DDI~ / i -rorom caxc uoax (wv A) snvm cwa noon smI ~ " ~Ill~l~l~li GENERAL NOTES: R~ PROJECT JAQWwMR UR W w~M s/e' iwc x cv., M.tllR%6W00 $NDS -MV00 Fllldt ON .p1515 RE SIIAICILPAL / ~ ~ ♦ -iwi xnTMC rm ~ 1%3 Mvao I PIRFN9ND 1liI1 PIIRIi (/LT p) A9.W ~ I ~ / -IM 90t16 ON H04 P1PFR pl 5/8' TPE cm.m.azxesnws AT IB'0.Q -e' Un ~nax -PREFW9iED IEIK OOYNSFdIT KT• is) \ ~ / ~ AfltNlifCiURE ,seo i;ocoia s~ su;m isoo Dmva, Colondo 80103 p6oae303.861.5704 O Y Q J O W Q w O (D C) V/ ~ cr U Q W w LU = U a = J O L d d- ~ 0 N N T T PROJ. N0. 5405200 ORANN: BA CHECKE1D: ,L CA00 FlLE AS.OO.dwg oaTE' 06/15/2005 RENSONS: ''QOZ ARCHIIECIDRE SCHEMATIC DESIGN sHEEr nne: Fl.WR PLANS -1 ROOM # NAME FLOOR MAT BASE WALL MAT FINISH CEILING MAT FINISH HT REMARKS 100 RECEIVING CONC. WOOD PTD* G.B. PAINT* G.B . PAIN7" 7-11" RE: ALT. # 5 101 STORAGE CONC. WOOD PTD' G.B. PAINT* G.B . PAINT* 7'-11" RE: ALT. # 5 102 BAY CONC. WOOD PTD' G.B. PAINT* G.B. PAINT" VARIES RE: ALT. # 5 103 GARAGE CONC. WOOD PTD* G.B. PAINT* G.B. PAINT* VARIES RE: ALT. # 5 104 EXTR. STORAGE CONC. LAP SIDING ROOF STRUCT. PAINT* VARIES RE: ALT. # 2, # 4 & # 6 200 STORAGE WOOD WOOD PTD' G.B. PAINT* G.B. PAINT* VARIES RE: ALT. # 5 001 STAIR WOOD G.B. PAINT* " G.B. PAINT* VARIES RE: ALT. # 5 _ _ . _ a._._.._ ;RE ALTERNATE # 5 FOR BASE BID _`N- DOOR SCHEDULE DOOR FRAME FIRE HARDW DOOR# SIZE MAT TYPE MAT NPE DETAILS RATING # REMARKS 100 3-0 X 7-0 HM FL HM 1 1&2/A7.00 1 Re: Altemate # 5 101 3-0 X 7-0 WD FL WD 1 3&4/A7.00 4 Re: Altemate # 5 102A 3-0 X 7-0 WD FL WD 1 384/A7.00 5 Re: Altemate # 5 1026 9-0 X8-0 STL CO WD 7 Re: Altemate # 3 and 6 102C 9-0 X 8-0 STL CO WD 7 Re: Altemate # 3 and 6 103A 3-0 X 7-0 W D FL WD 1 3&4/A7.00 6 Re: Altemate # 5 103B 3-0 X 7-0 HM FL HM 1 1&2/A7.00 2 Re: Altemate # 5 103C 16-0 X 14-0 STL CO W D 7 Re: Altemate # 3 and 6 Gate 3-0 X 8-0 STL C-LINK STL 3 Re: Altemate # 2 GENERAL NOTES ' 1. IIFMEYI PRPECf W1MIN. 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G ~ vix won~ + r OOOR FRNk PAINT E PNplpl WON Stl¢WIE iqt i IiPE AIO N191 AR6NItECiURE 1580 Linwla Saeet su;p 1200 Dmvc, Coloxado 80203 phone 303.8615704 O Q cc 0 J ~ ~ W ~ LlJ (D ~ U) lr ~ U Q W = Q j ~ W W ~ L~~~ Q = J O ~ ^ ~..L ~ ~ 0 N N T T PROJ. N0. 5905200 DRAWN: BA CHECKED: JL CADD FlLE: A7.00.dwg DAIE: 06/15/2005 REMSION5: I QOZ ARCHIIECNRE sa+eManc oEsicn sxEEr nnF: SCHEDULES n Wood Jamb at Wood Stud n H.M. 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PANiFD fE: SOdICiLR.LL - p00P OOIWN PAWim - w /r ~ ARCNIIE6TUflE 75801Anco1n Stntt Stice 1200 Dmvet, Colamdo 80103 pEone 303.8635704 0 Q oc 0 O ~ W < u, O 'rt V C) ~ R ~ U Q ~ 9 3: W u, ~ = U a = J iL qo- O T PRQI. N0. 5405200 ORAWN: gp CHEq(m: ,q. CAUD FlLE p9,00.dwg DAIE 06/15/2005 RENSIONS: QOZ ARCHIlEC7URE SCHEMATIC DESIGN sHEEr nnE: VEHTICAL DETAILS ccuc. .c un.rn -1 , Roof Eave Detail ~ SCAIE 1 1/1' . 1'-0' 1% 3 PIB17fD MB~ ~~,~y+.. BAg \ r,-~ Corner Plan Detail sG3E: r- f-o' Ntem~e ~ z I ,x m W ~G ON 9DC. PMDi aN 5/e' imE X mG% ws B0. azxexame is'aa NP SqXG ON 9D4 PMFR QI 5/8' I1PE'M' 67P. B0. Gtl Y% 8 MIXO SIUUS 0 18'0.C 24 G GN.V 91 [~fCtA FlA4WG m- 1/A4% WMAnm IEGl mM , Corner Detail ~JJ ScNE Y . f-a' M. Vam M. ix wom M n MEMO. ARCNIiECiUflE iseo Liamm strcc:t swu iam Dmvc, Cdarado 80203 ptwve 303.861.5704 O ~ Q M 1..1 0 J O ~ W Q u, ' CD O ~ vJ MM 1..~.~ ~ U Q W w j = U a 0 LC) m ~ ~ C) N N T T PROJ. N0. 54052.00 DRAWN: BA CHECKED: & CADD FlLE: A9.01.dwg DAIE 06/15/2IXU REN90N3 QOZ ARCHIIECNRE scHFI,unc oesIcN snEEr nne: PLAN DE7AILS Cf:eIF• ee unicn -1 sECnoN s, z =1•-o Gp1C.9ABa //NJt8Y9ABAS 9.tllf Idq: ll sE-~NQ 0 4,".v°tmn tr, iy,u.w,,aMr III IIIIIIIIIIIIIIIIIIIII II I IIIII II I III II II \ \ ~•aukZ av LriI/MA]'dMI2Y LOW~CRD ~oannt yaxrnx~ Rt 7F211t IIIIIIIIIIIIIIIIII! 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N0. 5405200 DRANN: ➢AB CHEq(m: DMH CMD FlLE: - DAIE: 06/14/2005 RENSIqNS: QOZ ARqi17ECNRE SCHEMATIC DESIGN SHEET 7111E FOUNDATION .SECT~~., ~2-=1--0 ~ UPPER FLOOR FRAM/NG PLAN • ~ MGkS9LF[i&S%/OOYIWd~lOl. NEl6~,Y~7/fM1~40~ YcS/lOSlOdrH{tllnA AN[NL(AYNAS~//WKYSIl6'acN([M ♦ PolkSRRNF3S&OIXY/INMGIE • fl'R101C/1pIwBl11&N~AlIX/ERtliWYI$IlAC1((U.YII) . I'[N.'1RF/FAm/H!a-nRliaYM'v3-SeaP aa~o.~oe lae"aenan) g/tianais tXJ *Hm aev(r,1 u ew m+crs Nwa1 • .4F9fElAfOPSMLCARKffAOPN.IV16 . BF~RN~CIpkStAUtIIC.mmle(elm attsm ~qDIRS dHIA'8S{q16[ri'~W GP MYG • P-IIOCIkTRl9/N4MIRRWI . ~ ~ns~~mfficw . ~ Ip"wkT mV/t WAP ltl[" .a[n,tx /OP.9CCSR 9FAAIW'MO AqLtlM'Hpld'I~v15 • PAGIfJlLY.BYIYL4RCtlPRN/WkSOP~~aw A/1GlR[NfU • I11Gf/GD.03/59[Y[ffl/!F%Y!0/N'ac n / a~=L JVA.Incorporatetl 13185pmu5Vae[ , ~ ~ Boukm. C08030E !~r n,=2, 0.~ro a'd r, . r , . ~ ~ ti Li) Rll! tK 9f ffiG9// 3 li Ili'IQ F.tlT/50/6'aa .I..' . : ONIIMN.IRG4 li 17 ~ Y _ ~vn,wanc 7 L eza. mrvin~mv~ L ~ ~ a-»rtKa¢ lw.m~l ~ I u--- = ~ ~L u ~ c I Y K n.•.Rl-.W9fllda ~ m L'L5~_~fL i q~~ I /1P.E4EA~ y 111'~ /-.dSWIl6'ac ; ~ ' ~ s.... tl ~ .'Y 1/i'tl/~tlS'611B'aa M1 ! . ~ ' ' ' ' ~Y K~ I &/trGpYl.(EA?]P W/616! B ac (t4 SRO)N9/lAAIF~ r/"m4 1-attat IFLqWMM"9IS , R4.U0 .nn: qerrw cwe C r ~ C C c C U V V ~ ~ 2) 4D 15e0Lincoln scree[ Suite 12(10 Denv¢, Colondo 80203 phone303.861.5704 O 0 ¢ ~ O O ~ W O 0 ~ U) m ~ U Q ~ W Q ° ~ W w j = V Q = J Lo d d ' ~ C:) N N T T PROJ. N0. 5405200 DRAIVN: ➢AB CHECKm: ➢MH CMD FllE - DA7E: 06/14/2005 RENSIONS QOZ ARCHITECNRE J SCHEMATIC DESIGN SHEET 717LE: FRAMING PLAN NA,Incorporetad 1318 Spmra So-eat eouiaer, coeowz W~.,0, F. 3IX1A1I.185/ emellNfa~Wa~re.mm AflCNITfCiURE 1$90 I.L1ICOlI1$tltG[ Suim 17AD Dmva. Colondo 802D3 phone 303.661.5704 O C) Q ~ O J 0 ~ W < W 0 0 0 ~ ~ ~ ~ c"'.) a w = W w j = U ¢ = J O ~ d d- ~ O N N T T Pea. No. 5405200 oenwN: nne cHECKm: nMH CADD FlLE - DAIE 06/14/200.5 RENSIONS (E)OZ ARCHIIECNRE 4410 . Is~icrs~r-traswar~werzow.wrAex-nemeA~ 2cS/415Ald~Mtl14'A AH[~YllN~f1AL'~/16INNSI/Cacii([M. • A'R]]W'.BYI/EDH]6Y7AU@TAIEXR9Yli1YLS11AY'XRmW . ~rzs~xeator-rm~~wwrsavae anmme !ae ~,unn~m/ ~'/r-ae,mslwJ t ~ ae ~rOJ a 84 ~ r"a SCHEMATIC DESIGN $HFET 11Ilf: ROOF FRAMING ~ ROOF FRAM/NG PLAN xirwnn ~~r-0 FAN SGI-fEDULE (EP) AIR LOCDI TIONS ELEGTRILA L FAN DRI VE SI2E (INLN ES) RAN SERVIGE IYPE GFFI SP AIR VOLTA6E MAT02 RPM pRIVE DAHFER 1~¢THOv DIA OR OPE2 MANlFALNFER ! tiOTES LODE (5400FT) I I (5U TEM~ 1 PHh6E HP OR iYPE (GRAVIiY/ OF COMROL L<W H hE16HT MODEL W. . (IN W6) °F WP.TTS MOTORIZED) (L851 EF-I 5TORA6E PROPELLER 20G1~ 0.25 95A 1 110/I 13 986 DIRELT 6RAVIT( T-STAT 12X14 24 70 GOOK 18510D 1,29 EF-2 VEHIGLE BAYS PROPELLER 1,4`A 0.25 95A 1 1204 I/b Ip6Q pIREGT 6RAVItt ThTAT p%20 70 60 GOOY Ib510D 123 NoTES. 1. JOBSITE ELEVATICiI = 5.400' A51. 2. ( ROVIDE 6RAVIlY BALKpRAFf DAMPER AT PAN DISLHAk6E T 3. PROJIDE FAGTORY INLEf 6UARD . LOUYER SGHEDULE (L) s4ze nu cHes) FlAN GOPE SERVILE L H O %FREE AREA LFM AIR VELOLItt fFPM1 M4X APp ON WSJ BLApE ~E pFAIN BLADE (YE5M0) FRPaE IYPE MqTERI.qL MAtyFPyTU3ER 1 FqDELiL'. NOTES L-I INTAKE 30 35D '100 800 OA'1 3'I50 YES FLANGE ALUMINAM RISKIN ELF6315DX I L-2 L-3 L-4 INfAKE E%HAUST INTAKE 52 90 36 u t 365 4'Ib 442 1,300 2p0O 1,450 8(~ 850 HOO OOt ODb OAS 3150 3150 315p YES YES YE5 FlAN6E FLANGE FLANGE ALUMIHW1 pLIMIt81M ALUMIN. M R~KIN ELF6315DX RUSKIN ELF6315DX RUSKIN ELF6315DX I I 1 L-5 - E%fW6T 36 442 1,450 BOO O.OS 3150 YES FLAIIGE ALUMINFI RUSKINELF63'150% I 1. PROVIDE BIRDSLREEN NOTES 1YJTE5 1. ALL YbRK SHALL BE PEIZFORMED IN AGG012DANLE WTH THE LATEST EDITIONS OF iHE RULES, REELLATIONS AND LODES OF THE STATE OF GOLORADO A~ THE LOLAL JA215piGTIONAL PNHORITY. 2. THIS GONIRAGTOR IS RESPONSIBLE FOR GWRDINATIW ALL WORK VIIDER HIS,MER LONiRPyT WITH ALL OTHER BUILDI146 TRADES. 3. THIS CONIRP4TOR SHALL RtYIEW Fj(15TIN6 FIELD fANDRIOPS PRIOR TO Tiff PIRLHASE, FABRIGATION PND INSTALLATION OF ANY EGVIPMENT, WGTWORK, PIPIN6. ETG„ AND SHALL INFORM iFE ARGHITEGT OR GENERAL GOMRPLTOR OF ANY DI'.X.REPANLIES FOR RESOLVtION. 4. THIS LONiRAGTOR SHhLL PFG/IDE ALL MANIAL AND MROMATIL STARTERS FOR THE Ep11P14EM INDILATED ON THE DftAWIIY{a WITH TNE PEAlN2E51NDILATED. . 5. 'IHERl105TAT5 SHALL BE MOIAttED AT 59' APOVE FINISV¢D FLOOR ELEVATION Y81ERE INDIGATED, UId.E% NpTED OTFERWiSE. NOTE: ALL ITtTG M4Y NDT APPEAR ON DRAWM65 srcccv im¢u cccumw (D tSTAT ~TAt 1~0 lSiAT TM$LM1JSTAT, LI!£ VGLTISE iYf£ m NOfORIgp DAFPER C B'D dSGKORPFfDPfPHt G@W AIR DEVIC£ pDIGATOR Q 6d'IIPFENIfl.PNGOpEI1UNLATOR ELEGTRIG UNIT HEATER SGHE DULE (UH) 1ffATIN6 GAPP4 IN ELEGTRIG EAN MpTOR SIZE (INLNES) PLAN GOOE SERVILE MBH KW 5TA6E5 VOLTA6E 6 PHASE AIR ROW tccrN W. HP OR Y14TT5 L W N OPER h¢I6NT n9s1 FW.NFALTI.RER 6 MODEL NO. NOTES UH-I FIRST FLR 5TORF6E 11.1 ]SA 4 2403 400 I VI15 '1 IS 18 Zl MARKEL HF255103 12 UN-1 REGEIVING 11.2 120 2 2403 400. I VI15 ~"I IS Ib 71 MARKELHF2B5103 12 I.H-3 BAY ]56 "IS 2 2403 "100 I 150 '1 11 25 50 MARKEL HF105101 1,2 UH-4 V11-5 UH-6 6ARAGE SEGOND FLR 5T02. SELOND FLR STOR 34.1 11.2 11.2 15.0 5.0 5.0 5 I I 240/3 2403 240l3 '1~ 400 400 I I I V50 I/175 VI~S ~ 1 "1 21 15 15 15 18 18 50 2"I ]'i MARKEL HF265110 MARKEL HF285103 MARKEL HF255103 12 1,2 I] NOTES~ 1. PROJIpE INiE6ftAL DISGOMIEGT 2. PROVIDE REFbTE REVERSE AGTIN6 THEW17'TAT ,41R DEVIGE SGHED ULE PLAN fQDE ttPE 1 SEftVILE NEGK SIZE FALE SIZE FRAME IYPE VOWME DAM'ER (YES/NO) MAtERiAL GOLOR FtqldlFqCTyREft d NODEL NO. NpTES TRANSFER 5EE PLAN 4ECK 52E .2 SVRF. MrtD. NO STEEL WHITE TIlUS I HOlES- I. FI%ED LOWERED &.AOES. ~ I L-i L D O J 7 ~ ~ z ~ Q ~ 0 u~ V) w ~ ~ 0 ch~ n 1580 L'mcoM Sveet Suim 121p Denvee, ColOrndo 80203 phone 303.8615704 O ~ Q M I..L O J O v W a LL, Q O ~ VJ /y~ Li ~ U W W W w U ¢ ~ 2 J 0 U-) ^ f.L ~ ~ 0 N N T T PROJ. N0. 2004-184-00 DRAWN: DJF CHECKED: MLF CADD FILE DATE: 6/14/2005 REV1510N5: Q02 ARCHI7ECNRE SCHEMATIC UESIGN SHEET TITLE: MECHANICAL . ,t r SCALE.1/e'=1'-0' 2 SECOND FLOOR MECHANICAL PLAN SCNE 1/1'.1'_p' lO MOUNT TOP OF lEATER B' BELOW STRULNRE. O NqUNt BOtTOM OF HEATER 10' A.F.P. O3 MqIMi BOTTOM OF HEATER IS AFF. 4O R20JIDE MOTORIIED pAF9IER INTERLOGKEp i0 EF-I. O5 IAd1NT TOP OF LqNER IY BELOW GEILIN6. O MOVM BOTfOM OF LOINER q'-0' A.F.P. Ol PROVIDE MdtORIZED DAhWER IMERLOLKED TO EF-2. O NLUlf BOTTOM OF 6RILLE 9'-0' AFF. Oq MGLW 00TTOM OF 6ftILLE 12' BELOW BOTTOM OF STRUGTRtE. 10 MO1NT BOTTOM OF LOINER II'-0' A.F.F. II E%TEND 3/4' GW FROM MAIMENANLE YARD. BUILDI1,16 GONTRALTOR TO VERIF( WITH OMiER WHERE Y1AlER IS TO BE SUPPI.IED FROM (ALTERNATE # 10). 12 STLB 3/4' GW UP FROM BELOW. FIDOR TERMINATE AT IB° A60VE FLOOR WTH BA1L VALVE AND LAP PIPE (ALTERNA'IE 1I0). - - PROCRE55 DW65 ONLY. GOORD OF ELEGTRIG AND 6A5 NOT GOMPLETE. a 0 (D- a IN ~ FIRST FLOOR MECHANICAL PLAN 0 OWN. ARCNItECiUIE w ~ W ^ -i LLc G O/ ~ \J ~ Q Z ~ Q C~ ~ w I w I I 0 z 0 Q z 0 cl:f (D U ~ J z 0 cf~ (-D z ~ Q ~ ~ C/) c/') W ~ ~..7 O Q:~ n 1580 L'medn $na[ Suim 12(10 Denva, Cdondo 80203 pAone 303.8615704 O ~ Q ~ 0 W J ~ C'3 W a LL; C3 0 C) 0 ~ V W Q o w W w = U Q ~ = J O U.) EL ~ 0 N N T T PROJ. N0. 2004-184-00 DRAWN: DJF CHECKED: MLH CADD FILE: DATE: 6/14/2005 REVISIONS: QOZ ARCHITECNRE SCHEMATIC DESIGN SHEET TITI.E: MECHANICAL FLOOR PLANS ♦S H...: SCALEI/4'=1'- ' SHEET NUMBER: SEGTION 15900 FIRE PROIELtION (GONiRAGtOR DE516W PPRTI - BEEFPL ~J YqRK ~xGUAm A Spfem Ceskr ReiNYMroMf a mtwbr arqve 4~ VM, uttYge aN voMe G. All NpiM, qrMCbt oN roquFeE WYg O. Reatbn pMlx qpbm.5nyb MerbNc 11 fffiAi~ Ii~FK A. Tp ECnBrPI fqnNtk'ro. `zPob enfanf CcvvLllWd pb pMSKn I. 6GMMI Feql~Femmte qryFJ b Wf `xcWm, aW Con4cia' Ynll rovbH mE aTxe b all ~ecNYOironta o 11qep MGUrqnb. 13 5Y5TEM OF516N FEp11REMEHfS A. VxYy ro4~Yamonte wN UtlCCtKnal a4m6bs, ie.. Irourmwe aRM1alty or UWdwltx, Flro Dep[rVroM x MoeM1al, tt BNltlsq pepaNbk. hv.Necyebm cpplete. Nclbnl oN 15.3~ CaMafar aldl b~e ~~4 b~pem~ty ol yy«~ W Ib ~eu'ace~eYwtbn HItF ober d eect tMM OqcMlWlbfq ptl trouKp !bcImqe ill Ee bypp ly bGt q GOaM~tkn a IpGk of verlikatbn ol roquYaments d kbOkllaiofhVaUbs. B. A BfGtbrortlfcm Ilbp wiW1tlRetdnGp yGEry1yp O((IW BIO{~Y1n9e 510 ~`CMItty~w' OI' Ib{Y9 a~t ~4MaCb b tb fM Froteclbn eyetem tlnLn carewcbEl WwNwt~M4ltbnol coe 't 0 Ib 0.rror Y M1b.synl0. G. 5yftam Nall be hp-oilCaly wkuMeA per t6PA M13,14, mp 15, D. GcNrator Nnil uw 95%oi Ibw bk presw'e Eata m Ib bme n peHpvrasce of tM Rofect Gakulallpp. E. 54 copbe ol WXFMk CakukRKn md Drmugf fbll be xUnittetl b Ne McNbct/ErcJMer fp nb.~. pwu~p enan emu aiw rorerence Govrta, np'wikanyrtmt rmate o~emchary N1'aa~ aa Frwl b~ exaTb wm da.n a n Izt tne tytra~fca~y moet romote. 1. ia lkjN Ia[o'4 we meo oi laqeet room over l5 W 5F. ar agyrapte d ISG+O SF. mFYVn IR MOIIM UYq. 1. MOP RE LbMRb9 Nn114GNMn t0 lFPA X~3 aJ{yIB~ILllcml mltofltba I'BQIF04pll{6. GfCMCE LWCfd.p NfCt(OfG TC ItlI.IXFlp[tl~IC (O BaGO D06IgA. 1M Mftem rtsy 1b wgpe~ea a. m utemate ony. 9. rWJer Na11 be wkublatl krom bn i~ou bN ebv@bn b fne higbst eprnksa ba1 F. Be re~porebie fa accuNe meroiremmb, cwFEnotbn wilM1 dM1er katlee, reqrFetl affeefe, xroWl6g, tMely xdNNab, materlob delNmy wN Job mtvnKy m0 wretrvctkn ecFS~Lbe. 6. lle a~bWy Wet~pa Mbr v.ptam wv tb corrp.ter room Moll romoh tvt eMll Fn ccpppetl ~ ~ ~r.,.m„, .,t H. wmn ai m. vW~'9 rw rroatan Sptam. 1.9 Cd1ALIT'A551.WRNGE a Tu fYm, wrtpany caparatbn mpa GimNdp productr9 aN provNSg iM1e nalerb1s m0 Wm of Nb 5ect¢n Mnll lwro p! bat 10 yer.re eq»rbrce perlormny mope oi Hork deecrbeG wd req~ve4 ty tMae Gon4at Docurekn 15 SUBMIlTrLLS A 5ubrrdt 9ap GauNqe (6 wW tm Ne iollwYg Itenm 1~ accordmce WN DNbbn I. 1. F~-axed Imrkatbn b'wNqf dwiYy maN, wW IM elevatlom, fiief. aM ratMy w4 certNbG Ilw teet Fato, bclut#g elte pla MwYg cwvwctlwro to rtoh 5biw a~cna-a, AOb, regUten, 9nwe, mrfuea-e, nea Ee~xtw, eevicec, cenhg gm. l~un ~rom~ue~~m.ncIXe>~xen msac~ce» pmc>~c~l e tdePi°gM"9 64VLYlCG~ekyll~ll~O~lYllt>.OtG. . 3. 14tralk cakololbro, WN Fytlra~le poMS d ca~wbtbre Nqll be p-apw'e0 N a fpm aF [p~.r'qr'bb Nmmfbn m raquMG qtl pGCOpWIe b op rovbuFy oN frMktbml ajercbe. All cPai~Vqa oN calwNtbro dGll W rovbuptl CM a.'cepbG W 4n f.i'kE'clbm) fYe OepaLro~Z, butld~g tlep[rNUS. iVe mw'Npl. qs typlk4b, m~tb Yax'mce carW or Mvmce rovbuvg uRM~lty prbr L. xbnHt1p ty olla9wr.m, aa ryproprqb, fMll be certx~edW noma or revb~~.r. 9~ mp eole drned to uie pbre or reproacbbs .eanrtwe to tfi 6gnex. tae wiil eeacceptee mr rmiu+aa mtn compiwnce wtn uew terme Vm been eetab~axea 5. NI dwY~ cokpirod N Nb e~kmktal McWpNy colwkRbn, eM1Oll tvar iM eiory mG ekpaM'e 04 a rcylefered WGET N DaebFw' empl0lJeppg qb cd~batM. B. SAMNt R'ttLGt DPb iCf W bIIOW[f Ifpn9 N OLGYENGeWaF ONblon I. i. vpe, muYp, roxpro, auacmek acncea va.-an, ma epacw¢bs sewmg maufaMaet wtabqro Wmmtbn. SWntt perlwmmee rat~up, rou~N detab, •ekJda. Fpeuort reqrF Ne otl PVM caroctmre. SprKb, Matla wN exukFaan. 3. 5per.blty vmves ma aevlcm. 4. Alarre uN cqmeclty tlwlws. s. rrrg aagmie ror an wucros od amre. b. 5pxipl Me xpp-mabn ryabre ccmpbb ulfM1 dl cwiponeMe eG EeNCee. l. AY wm~xeeews.conkob.xce>ew'eeatlmvlwz. G. SIdN[ pilbC L~XfPtM] 4BINLWB Otl 1'hbdClOGC DOIO f(F ~M1p FOIITwYg 11Cnp~ . i. rrwae cperetvg aa manMmee aala rwaii Rowcu wa aevwee ruprrg xrnce me mahitervee K40vq MdNys atl Gbytmp. 2. ReuM RaweYp. - a. Gakuk~tws la syotem b. test reporte !s eystem, mA Ib~u (rcsHaU preaxree. 1. YYI9 Eh3'tlEOf?Gf6WIlONd9VYC5. a. wom~ce ra,wwmen poY mrowe. ie cuorsr ccrrnrwrs 0. Laikalar M11 not fatrvate m Wtall mlLpa6n""9 wdil M 1m osxreC M1lreel! WA tln P45~ p~i.p~~~ cm~~~ba~ice"w w 9hv~iar a~ me ~MNxawa w~ aNUere or un wat a,]iM I.t WPRRANilES A~R'eON69a V3FAI u,pbt of OII ub,Wbe 4W erke~tl ~wraAb! iM 9pBGIIIL p(N%',ttent NesG PMT'1- HfLLYK15 ].I MIERkMAE~O+E-6FLiMpPIFRG A Gbead.bMe. 1. Bbck etael aM(pIvmpeq Neel YreabO or rollqMvG E eclwLb 90 corrfw'mYy b AM151/A51M A-54. Lk~3 II LrniqmYg fo AlGI AZM MBS p' MT45. AII P}O eM1Oll cadamlFPA -f3, Gepter 3. Ftt B. Y~ai 1. TroaUO Gmt tM !15 Pdl mYJmAI Rd 1~ aumMS¢ MHh [IevekpCE 91~tOm Pe%FOS, ccMOrmrq b asl &6.a. Treabd moibade ron tn pei mnmm md n acaEmce MT devebpatl aysbm pnarsae, rmPaimxg W nN51 BW3. Fbltl dpG llttK~S: Bu{Mel~ COMPYNp to M1~il 5W.9. FlTOp 4CdpRA3 to A~I 6'6]5. $xket W W GPNGrtLq f0 PIGI M.N. All wlm dJ cm'Hibd we~ p ~ accr4rce with Sectbn INIYl 3. 6roaveE fltt~p adcouyItqe Nnll wNwm to ASiM-M'I GralleNb). A51M 536 (Jx.Ybl. a AsRI.IW 6R8 PrgM etaa0. ASiM A-53 Gpp E. F. w 5 6R8 (rqylee), AI!"N 6165 wr 016J cmt Yon ad ca4m ebe; ilmges. fl!tVm aN caqlYpf mqt be a Ibtatl <onbFntkn d capllxyllttYq ad gawe pw~ IF4A, UL m] FN. LbtYp g~WCe. NI fCtHp mtl caplYV~ on bbe Irom o nFgb mmaxkrx. ~b xyrenn[aiy weltlo0 fCtHp W~II W pllpad 4. Aw,astalob HaYlpG{Vp! 01 gOT+OG 1MlN9p RE cwplHp. Vktalk, FxYroll, 0. VpNeo' 1. NI vGIVOO O'e t0 W MILOtY[j 2. All voNee UL IIebE. iN. cqproveE. 9. 6aerali a. R'P/W vpN03 CO 6POLNbE MfOYi Pd iB VeIV91CE M W pWYg4 [[rt(110U NM O'.EMYibf Otl MtOLhMib ae rooyYetl ud GFp'eFfble. b. Supply wNm far proper peeue rolFyf Eebmretl by tlnew tam rwrkYg preexree at pont or we W o1 popar Gpec fw rys~me adfnetwe FYLC@C0. 1. P,d.a, ~ss, " ro~ oF are Nosla~r .0, Mb„ „sal,oe ouhar,.iss. a. ~IVaNee ~roqr~ ~ ~+Ubn (PW w1AlNtlmv ~Ltlm ~ atarvae M o Me~wM1e Wt 4. Ktcpitl~bMaufaW'mo, a 2aIIVa1hpB, NACO.MbKW00.VKtyIK. b. 6pb blobe atl cF.eck wNee ObrcpCh N1zo, MlrimNae. G4roll, KemeA~, 5txlFan. c. LM1eck wN» ( pluh NMN, Vklal~, 6rYnell. e. e,ueny. nwa~tee.vwea~ia.dtco.srrmu. s. Bali vmvee- iw pace brave caotrvclbn with Wfkm eeate, stmava pmk bb.i at p'oof Nam antl poeHNe elwtall, witWb la 135 W. eahratetl etamn or i00 tr. rontlwck wdar peerse. N6w KT-590 a eqinl. b. Ede oN Gbtn VaNeei o. mpe enae r ud mniw. awme ~we~. avmee ~rm, nsug s~a*, rena.mie crnponum aac, nwgea a waeree xm. b. P¢» sizae 3-U]' aN lor~i N. Ktly trave Ylry rbvq ntem, OSwY, rorowoble ccapoennn anc, nw<pd am, euew n tem.Fe mt w+teea. l. Gbck VaWee, 0. FIKMEMUYydlcO(le-(~tYmWtlyl'anwbbGPDtd'pSptlb4¢MM@ rYq.TlugeO eMe. Iffit~o F-009B x e¢nl. b. W~m-GmlronGV.tlybufbriE~efyb.prtrgahate0.rvbroexat. e. enwry vaNee. e.ove may aow rom,rg,, xohiex ereei rnm win rorbn eeot. VpNe !9 XMO WIN-H ttlrptt brItN. ^auMCM1 b W umWMG F aNONA I FGwVy. 6FH ~1 a M{WL . D. 1byxT, ^a"Paie, m0 Kwssxba~ 1. All Miyen. IXlocAm~le mO tce~wenb UL. IbbE, iH, cqprwaC. 2 P er trNen SNtle eM1all ro[ be KhdeE h rm'rtal Ymtallatbn. PdmboWn tp we Yuf type aeM1OrW& Yq phm mnt W pcwplaP by 4e SVVCIU'd Eagnex prbr to akmMlYq p'kvg cr b my coMratot or a]ent rolrtlNe b Mb p'oJect. 3. FMM ro, m'm. c1GryY Makete. attahranb. Yawic, bachg, Ms wacli xrous. IU. CInS. GkfOl. SE udEro m fMquYGtl la' [pp'ryrbte YsldMkn Im anwrg ~c.e praeea 4. Eeon uq L'w pb! Gbnp! OMII WIGi~ QfttMnent bcatk.ro, kq Eean, eawm cem~. ek. w pavaea ~xn inwror.oe., up. m.wpe o. req~roa s. stPPa't vVa9 P^~' ue requremew o1 tava ]3 5HUKKLH25YS1EM aAcwptmm ~-bur«oxera. me roiwNng maur«wen an acwptmb, povbrg un poaet b ltl LpbYJw'etl b CqMala@ F waly roepCCt to W rc.RN/KbIN"O, 84JIB, rtGtbbl, f W}1, Ud wla- 'okbfl by 11a~AIbE mote md maEel. I. SXFLJe~ HCqCb. Aknry IXy mI Lblu'p VONOf. ACGlbM .tT.. Potectw' CMCk VaNee. PY IM1.tL~tMmce LnNCee.:ryYFkln" Frter9e~cy 48Mb, aKl`Facbl{b!~ GOnkPI, 6rFroll, 6em, Felbbb. VkMg4 BbM, Pot[er Elxtrt, Notlfler, W. Serpor. 3. Eswl[heon. Beatan[ubMIReIKbb,GeMmI.VkMy6EM. & SFfFkINHBWe. Motrn eme ewwng nrYe ad noaei L. F'eSWe°.+lfGMO. I. Reexra SuNCM1 fu p'e-albn vaNec. Wutatvru: Mkilbr Mcdel. PGW-I11Fiti03130 vPG - Pwl Lontacte o. supervtsoiy s.wmn 1. 6pb, 05tY, aN oHer eqiozeO rb6g abm Yye vaHa~ Mavlatven IbHilx Ib0e1~ N6V a 5SY 110V E. PyPpeVONe I. Mwiafu'e" Rolkble VaNe Siie. 1-I41' 0' mtl b' NNbL A p 2. RWOe m roqvte0 Elllxenlbl qgp, bmze eenle, 0 Mg eeab, carobte wW dl trM mtl amn exteroIwe,la we Mu, prenura eMkn w hakmen. F. ACGOktGfw' 1. MnfaGreri Relltlbb tbCel B 2 WovNe .0 Ftagal cM1eck eM1M1-o!f mtl trM m roq+FeE. 6. AYlbtifOt4L'pCpNGO~ 1. novNe aitami ar mantemce Ecee la~ E'Y Prye wNes mE my plld IMe EeWqe wlvm. 2. Plmt PF %9GH NO. R91Vbb IAM'JI A4. 3, fYwIM dl km, buttGn5.5kpNers, vaNea fa aaplete finctWM uM. x cmiwi roni 1. NO+kb preoLllCO [m4e01 papl. GONI f0 W MerbckOq NIN tNWHJ FYe NoYn P.I. 26 AIRlqMPRE;rSpR A. AcceptaWe MarviiaWrers, GLYwy. In[prsoll-RtnO, GBreral. B. Prwltlo m a~tomptlc aY cortpre9[u com.plet0 with plr cooletl aitx tAOler, bOIL C)KK'q, pVtO gka't 6t0a - HpA., stGtLer, (JProI, rolbi wlve, p'ess~e red;cing vPlvO In ConFOrmmce with NFPA-13. L. The ae compressor shall be oF suliicianL Yiorsepa+ar md iree alr cutput to provltle restorotion oi 11hB ~Ipl PI(j0 WIUYiB Nt119 9gStOIO III'lO IlNWIG6 p' IB59. D. AM tqmfN'C99IX' Sh411 roL b6 1895 tM1M I4! W. VOILacp Nd PhPSE 9hPll be vprIFIBC PM molon fu-n15heE for proper electncal etarpcperbLwe. 020V/I01. E. Provlde a bw pross.re trable alarm (IJLO Bell) with »risor an Inbt sitle oi P.R.V. Ibetween P.RV. me recewar) eat ae io psig a»ve req,eed sitttem mainkewnr.e preswra. F. R'ovl0e alr maAkemnce a»embly. GAftT 3 - 1~IpI 31 R2fPARrIiION 0. FbN Ye¢u'd~enb~ Va'Uy all EYroinMp tplors poceedvq NN NO K k. QNOF Ib'tl rtmaeu-menb fa wrk requvee N Fxi acwrah4 fkhp W oPer coreYVCtlon Be roqwneble ine aw-acy or eucn meawraronte aN precue /Hrg aA maaN y of rwMe .~at rrerarvatws a aplare re eoro at tha ~tr«.rort w.t rec e. coormntan, coaamate an.wt Wpkearont a<omponmta ~iN oGnr MMn, W rofPan+e~e la cortpbte Goxr&atbn d EwYI ad Ibld Yc~PIIptYn,lx6pNy rarcealial tbltl wak roc,aOd to elbnMte conllkb mC proYde m acepk6b (wNeE protlwt. 32 INSTALLATION A. 6aron16 FMAe a apermle eyetem deskyaE W YmWlletl 1~ nccatlmce with appltmle local.etafe.leMtalaM ktINAIGpGpp.MlpfArtant4j"lKb9OMYWIOCO/OfWjM uMeru'Ith] figGKbG. . B. a1 wptdro eM1ail b GroHMNe MII propx dn1v~ deYeee, oM troln MrmMtbro eI1Mr b ehtx4> of GIbYg a b p'oper n[epfabe wlWn WIItlM). c, nn eytom ebn cn xppoHea v,e o-roave rato pnpa ma yypi¢me etanmrm. D. Core Nnll be ftlkan bN cM1-ome platad w aMer polgMp PMkli cprynroMO w WR murrNy poea not aw to t1w fiMbh mtl Mbllolbn prwNee fw a viVam pattem aE 4m MlalloLbn. E. Hare ppnqpa5sex. tFrv rtmony rdte or cwwrote ~alle w ibars a otlwr Wilat.g umtrvctbn, eleevea T be ueed. Wnre eryoxtl PpYq passeo ilrv FMfMG uork, cMama piateC p- oNer fLMah awptpple W McFitxRepIN upll pbtee or emutcbao Malt be Feblled b IN uigly rantl ppvq. Mxe ratea uallc an PoroMa1e0. apprweG wl~g aFd, W prwkb0 at eW bie N meu-e e(IYtNMCbe EF [fApIM1V'tIpl (6 O!YO btGf. F. Pll OpOn fM pbT'j SIUUb W G1HLIfatetl o'd coa'Ambtl Wf116GMfG1 Ltn4GGt0f. IM19LOtG ~w~ai~un o`brN~t«iaa+rqe. ny awnami wnxg a oper~nj. muk nwe ero .nuen b. Gontractor eM1all corbte Ne tlabb Fterbck prealbn eprlhbrsy bm reaclJ lor apmatlon. Y~ all «apec4, m eom m poeaiNe. Mm ewtem m cortqbte ard rwxry tor emtranue apermun, atNde tle vytem fa' Ib NIenUE y0. Altx fyaldn Ms Fan aGtNabd fC GpNW0.f utp, rqty tM9ee.li pry wnl be paH Ir by Ne owmr. N. FFwhf kbn4ilw{bn slqtm oi WstNVh'0 G99LT a~Y.p[etl ty tFq hlamtk EpNk10r IrH.:Ny attacnvq nane W ol~ vdves, trew, teet comecfbre, ek. WItfi.Mn mo E awy a veMe n wcl+a xaJ tlqt Ne ak}+ccmot te ~amwetl Wlbout apen6g IFk 1. F}oNOe h pIacmC YMCatYy tlp Iou6kn d wkulpled eystem, Ne plx'?qf qpqltyIaer E00ar. OI GIPLM1Sp. NL113YIg g~l4rppe~ IIIF410 OVIlCSY1VI 01'C9BVE dY11Yd OtUC tuY d rper. Pbce Mb zlyi q! W bptem conUOi wNe. J. Ne ro Ixe bMHgc. K. All IMOpYy pnYKJ pM1pll YlNp IGllpl tMeW eeolml WItM1 ro InXe 14T 31h`GGb LhoU1Yf. . 93 PIPE ww6Q6hlwPPrsiS 0. Uae Nmte, aeFOrn, e~bn bolts or oMer q,wetl mG acepttlNe mvoe oi attxlment b concreb weWCtKK. 5et Meerle n otlvmce d cmcrote tretalbtbru proriGe reqeME reHwcemwM1 rctl lor dl bert~ cwrylg IoatlNg eryNtlaM d oro 4' Prye ar more. All Ha-4 Non M flwx win fae ol elab a w~f cmtcwg o-eert. B. FrovaEe iW fq»re waslbro Im rotln tlrv meWl Eecbg WN M aLrove rngFer. Men accepkbb ab "ove0. 0. op~proFrbte eM 'e a laaffig am elope P%~'9 rV~A ~ a 1~~µ9' D. F[tl otfeptg, y u jle WbIbtWL pluNnr kpe a' nsn ulll rot te awPfeO. Ib JEf roje dw11 Lro vw od piurb. E. Whq Ynll rot tOlvy IMn OMer plpLq a' eq~krtmt 8dro. Frov4b cdKMnNS b bAW1y eGVCiu~~e aN4. VSe trryeze, udl hmtels, enee fa-xtsa, e[¢, bwre lim~pr rob camt [n attaM1eE H~IM WaN9 pMb to efrvcWw. 3.4 PERFOWMNGE w senxai. 9preRm 9nii beaqYu wee me msv~ed ror prope~ mrenbs, eme a mamaiwe ma pG[OMpIRy, ibl IIW thU Abll W R6b b(rave wptem EMl]I Bd MtPllplb(i. 35 lESTMG AI0 GERt61LA1E OF (FiT ETILH A tb eMtra eyskm abll te hJ~rcStalkNiJ rozbU at rot lees Yvn 300 pskj la' rot b» IM1m't hztn with o pelq p-eewe trap, leete elau M WfIrossee d, tM NWtectb repreeenmWe - imitlmwy. 0. Wldn certNkate of cortQllarq aq cprybGm in frbpktknal ayenciw, mO prexn{ b Qne~ - mv~mtay. em oP sECna+ PLUMBIN6 LE6END N01E. NOTNJ. fIFFBL5l~M4YAW2ARCNpFPMN59 errea. ~mav omuamox GW POTABLE GOLP WATER HW POTABLE HOT WATER I10• f -w- 1-114140) POTABLE NOT WATER 140' F HhG POTABLE HOT WATER RELIRG. IIO• F 5AN SANITMY 5EWER (AEOVE FLOOR/6RAOE) ShNITARY SEYER (BELOh FLOOR/6RMFJ V SANITPAY (PLBB) VENT D GONDENSATE DRAIN 60.5 NwTURAL 6A5 ~ F FIREfROtELTIONSERVIGE - A 00YIPRE55ED AIR - ST STOW EEVfR(ABOVEFLOOR/6RADFJ ST STOfA15EMER (BELOW PLOOR/BFADE) RD ROOF DRAIN (ABOVE FLO0R/6RADFJ -w- RD ROOF DRAIN (BELOW FLOOR/C+R4DFJ OD WERFLOW DRAIN (ABOJE FLOOR/6FtADFJ -ao- OD OVERFLOW DFAIN (BELOW FLOOR/6RADFJ iE--%-1(~ EXISTIMS PIPIN6 TO BE REM4VED GAP PIPE GAP 9 FD FIqOR DRAIN 0 GD FLOOR DRNN . B POINT OF GONNEGTION NEYI TO EXISTWS U W J GENERAL NOTES L L] 1. SLOPE ALL SFWITARY SEWER AT I/4' PER FOOT UNLE55 NOTEP OTHERWISE. 2. IR4LVDE ALL GODE REQVIRED GLEANGUTS IN SGpPE OF WORK. f ~ I MATERIALS SPEGFIGATION -r- A60VE 6RADE. NBE~ M'E L' LOPPER (ASThI 8-08-'I01. FITTINGS. WROLGHtGOPPER(AN518163L. JOINiS' 95-5 TIN ANTIMONY (AST1832). BEIAiJ GR4~E. TIIBE~ TYPE 'K' COPPER (ASTM B-H8-~8). PITTI1465' W2qIGHi GOPPER (PN51 BIb.]y. JOINiS. BRP2IN6 FILLER METALS (AVfi BGuP-5). VALVES BALL VALVE. BRONZE,STANDAI2D PORT, STOP AND DRAIN VALVE. BRONZE, STANDARD PORT, SOLDER END, 400 WLY. BELOW PIPE AIID FITTIIItP5, 5.V. H$ AND SPIGOT GAST IRON (ASTM A14-12) ,qINTS, NEOFliENE LOMPRE5510N 6A4CET. LI_ C--) C/'), ^ V / / Wc LL_ C-D O ry Cl- ~ AflLHIifLiUBE 1$80 JIIIWlfI$tltt[ Suim 1200 DCnYQ, COI0l9d0 BMA; p6me 303.8615704 ~ Q ry LV: O W J O W a Ld ~ O ~ C) ) ~ f cr- ~ U W ¢ in W W w = U ¢ ~ J o- C~I N T T PROJ. ND. 2004-184-00 DRAWN: LAO CHECKED: aRV CADD FlLE: DATE: 6/14/2005 RENSIONS: QOZ ARCHIIECTURE SCHEMATIC DESIGN sHeer nne: PLUMBING LEGEND,NOTES . ` I Cf.AIFNONr o- ~ a- a- o-- S Q 4° SANITARY BELOW SLAB AT MINIhUM 2% SLOPE. O I' GW W TiRGWI4SLAB. LAP ANP SEAL WATER TI6Ht At 24' ABOVE FINISH FLOOR FOR R1NRE GGMiEGT10N . . 3O LOMIEGT WFESTIG WATER SERVILE TO SITE WATER SERVILE E%TENDED UP TO TNE BUILDIN6 IN TFE SITE UI'ILITIES PORTION OF TNE WORK. Q4 GONNELT &IILDIN6 SEWER TO SITE $ANIiARY SEYER EXtENDED UP TO 1FIE BUILDIN6 IN tHE 511E VfILITIES PoRTION OF'fFE WORK. Q b' FIRE W TNROWH SLAB. LAP AND SEAL Y1AtER T16Ht AT 24' ABOVE FIWSH FLOOR FOR fU11,RE GONNEGTION AT 24° ABOVE FINISH FLOOR. Q GONNEGT FIRE SERVIGE TO SITE FIRE SERVILE EXTENDED W TO THE &IILDING IN THE SITE UTILIilES PORiION OF THE WORK. o- o- o- o- o- w ~ W J ~ ~ 0 U ~ O z ~ Q C.~ ~ U W J W I I O O z 0 ~ 0 U AfltNliECi89E 15e0 cancWn stuart Suiat20o Deavey Colotado 80203 phone303.8615704 0 ~ Q ~ O LU J O W ~ U, R V O ~ VJ Q cr- ~ Z W Q m ~ w W W 2 W Q ~ V = S J 0 F-Lo CL - d ~ 0 N N T PROJ. N0. 2004-184-00 DRAWN: LAD CHECKED: ARV CADD FILE: DA7E: 6/14/2005 RENSIONS: CQOZ ARCHIIECNRE SCHEMATIC DESIGN SHEET TITLE: PLUMBING FLOOR PLANS crnirn u._„_n. ~ SECOND FLOOR PLUMBING PLAN L SwL: i/P=T-V scu LST FLOOR PLUMBING PLAN v tcaL /Cef-o• FIRE ALARM SYSTEM NOTES (GONiRAGTpR DE516W lIE FIRE ALAqd SYSTEMSNLL 6E D616N2UILD BY THE CqMFP4TOR DOCUMEIII9 5H4LL M PREPAFED A!0 51811111m TO OBTAIN PPPROJAL OF TNE WILDINi FIRE AURM SYSiB1. ALL FIRE ALAFf15Hp DRAWN65 ~IIN.L BE STAM+~ PNp 516tgp gy A RE6151FRED PROFEbIONAL EN6REER IN Tff STATE OF LOLORApp. TIE GONrttPGTOR SHNy ~i SIVOP DRAWI1455 iH4T FEET TIE RE(i11REMENFS OF LOLAL .LRISDIGTION. , 1. PRO%DE A GOFWLEiE AD2FE55AgLp iMELLi6EM PIRE ALARM SYSIEM F€ETi49 ALL LCpE LGGAL .LRISOIGiIONAL AND ADA RECd1IREMEN(5. 2. ALL DEVK%i00EADDRE55AgLE. 3. FIRE ALAWA 5Y5TEM S L BE 511E0 TO PROVIm FOF SPPQE LpppyliY. P. 0. PftOJIpE SMOKE DN•REfE LONTROL ' s. sraoeES sHAu. ee 5rNCxaauZE0. b. LCGAIE DEVILES Pgt tffPA AND LOLAL yR15pILTIOtL AFGHITEGT TO APpRG!' L.GC.ATIGNS 0F fgllplE TEST STATIqY' AND L~ MOf(TOYY)RK. "1. PROVIOE 1GSTINS AND GERTIFIGATION PER LFL AND LOLAL ,URISDILTIONNL . RE(d11RET1El!(5. ~ B. FLL OULT pETELTORS 54A,L HAVE RENq1E 1EST STATIQI AND LI64f. $IY1RlLIR0.tltGNIXlAl1415M.0qi FAMTOPoIM!£IMA. SHORT GIRCUIT SGFEWLE ' °~t LFa-LM LuiyN I #mef Wm~r I GYCOIt WitiplbI F fzbr Cerotmt Vollap of rt~ wqllobb Rpted Imped romr xxwmox gcsrnwn f M P c v kvn sz w I.Mlux iRULSFOfA1Ea ]ISI4 lQ PFNEL A 9~16 0.455 1.193 53AI] 340 410 2IS14 - - mm paro u,e mLw swt cwun caiwatars, kc• (Ipvpl4tle)W M. U(I~F) F• I.'131 x L x WdNbb3VML z V) L. roYee raM 1t 9 a`JN1N 5F0I~k rw- ca~leWro bN hrewy . V•YpIMtOtrewlkp L• imgN W . n leet Tro bre wlwNllpq In' 6YIte N(Ame LM b LY9. F~LLn [log.pr F= 0 xLxlwalbbbl0b(LZV) M!Of! [dcYbtW6 !M W IOYIt GAfCl3 Ot fF0 MVA1b1) 6kb ol a G'R51Mf r. F qIW Wa~ i.(bGMho) x VpNmYy x 1 x RSJAICLFLV K 16AIeO4) Fw' nIt4ab <p4<kn px ptqpp, pe sYyle ~p-L mlw frcm µe ItlYe Y rtult6al,ee ly 4n rveln~ q cpqe[pp pz N~iE'h plpp, l T 'ISkVA 12oY14D 3m OPEN DELTA SELONpARY POLE MLUMw m.vsFOw-ER 7.[(4u500kcmiq (a~sro)a-in°c 200A 300A 150A 4 MLB ; ~~jY METER IFxI5nu5) N 6 (946) (046) (n66) (403/0, Is46J3'G PfE.nrHErzRZOOF SIZE PER NEG 31 / I \ ONE-LINE DIACsRAM \emc~ rorroecue Nore: FXISTINFi ITFM4 G¢F 4AnW iu 1 icur i n FIEGHANIGAL EQUIPMEN T SGNEDULE EldAPMEM IAAD ~XHFIJ~ V0.15 9 gRqry(AI (aCT, CGdTIGTOW Lqy, DISCOMEGT SWITGH FU$E CIRClIIT NOlES U1 I LNIT HEATER I 93 KW 240 3 3n].NI1B. I!1 • IM[fiRAL 5~ puµ5 lH 2 IMIT IffATER 3 33 KYI 34p 3 3~13,NI16. VY iME6v'y 5[{ q,qµ5 U1 3 LNIT XEAiER 3 15 KW 24p 3 jtlp.pq5. 314' IME6RAL $ff PlANS W 4 UNIi FEAIER 9 100 KW ]90 3 3N1~K5. ~ iMESRAL SEE PLAN5 IM 5 LNIT 1EAgFR 5 33 KW 390 3 'J4ZI-13B. 1' INIFBRAL 5ff RAt5 UH 6 IMR MEATER 6 33 Kw 3i0 3 m1]JIM. V!• IN(E6FAL :g pLANS F I F)WNJST FPN I Ui M iM 1 3N3. MU6f I2• Sla Sff PLAlb ff 3 E%HNYT PAN 3 I/0 W IX! I 2-130IM V2• Sto 5H RNtS xoresPANEt. SGHEDULE PMIELtYJ A 14Am05 LCLATql4 STOFAE£ FCGN V0.TME 4L. 1b fAD.ELT. YFEA1WpBE PpL ILE EVIppGE 9TCFPbE varA~ Lc, rx .1~611~a tarr~xu~ 3Wi-b9~ IYFEi 3PN.CWGENIERTRFFIDGELtAWeIIWLE6 &5 RNTIN9. 125A SLFW M~. IOPM tuWO4.CEVILE~ 3WA nowarts~ ~sce GF CEVILE ~L~ ppMfN Ipqp LOAD pEMqNp (qlfcLlFI1 GEVILE LIR W. IJ~ F9LE VA PAGTGR S~tvID SCµyQp PAGTOR VA !qF NT5 W. I 3J I 4'~tl IM UPER LYL RELEPS Fj(iEPoCF Li5 I$ 9w I 3p J 9U'AEDSPPGE bY#DSPRCE q . 5 ' M I 13t0 I.Cd 6~Y RECER L~ 12S 1310 I 10 6 l M I I]EO 140 RECEIV57IXtREi~ LI~ I]5 1191 I ]O g ~ 4 BI%E05GKE pFPAtAIIEF 1i~ Yh6 9 30 b' II ]O I Illb I,N BFFOEE~'R. pki! - I.W ]9yy - 13 6 Xl 1 IIM IN 6MPFSE W'..it WEN - 14V P56 16 ~DSGALE LMd I.O'J 3333 3 w W• Il 30 I ILO I/N' mf=ATmlVLEP - ILd SSJ IB ~Xv lm Ix ~ - ~ ~ 31 ILl~ W3 ILU ]SM 3 30 Y1 • p - IIW IW IPo YX.V p 0 ]O 3 IIOJ Iw lHE 100 ]9W Ys ' T - - IICb Ix LH-I IGd IIw 3 30 3B • p IIGO IqD I.W IIW - - 9p 91 IS 1 N3 IW EFi IW IIW 92 SPAGE LH-] I{M II00 3 20 39 • 0 A I ]bq I~ ER] - IW IILO % 31 Xl I 3N IW HllAt12E0 VAM°EF I.CO I[M - - °•9 ~ 'A &ih~'FOLE 915fiED SPALE dp ~ a 10 ~ ~n6 ~w 6aLKe LCGR wEx ar5eo svncE az ccwsc*~ iaa vau+m 1.0ro, RI A VA. IBIbD RI A VA a FNB VA. 135W FNB VA. . Ip,5;q " FHL VA. bpLS fHLVA. IB,3B TpTN.VA= N,SI3 TOTKVAa 5p]q3 TOTN.PFF = 1]Odl ~ N'bH (Eb, 3fW LIlE TO BRqAD !a«vo)z-ar'c M+3ioY3•G 2ODA PAM1£L A L X7 J 066) TO COLD YIATER PIPE PROVIOE I BUILDIN65TEEL (483/0, 146G0'PVL lqNGREtE ENGASED ELEGTRODE PRWIDE (,03/0.Ipb60PJG Af'PRO%IMATE DISTANLE OF 445' WK 2BI% VOLTA6E pRpP ELEGTRIGAL LEGEND tt NJIE. ALL IiFFi MAY N~f APPEPR ON ORAWIN65 ~ E(IT SI6N - 51WDED IlDIGNES FPGE FIRE STFOE4 ~ 6RLUOE~SYUTGffDdFLE%PELETALLE ~ FlFEIGfM~:FEPXHtHTISiWJBE ~ vr+curoeosvi.rc-wrs~r+cc~r.w~e ' KO PoRGfiNX Vd& 1tllDER ~ 6RPR~9 RREI REC~fKAE ~ ~ REGE°fED LK~If FIAT RE 6FOLPO~ fi1PLRPAFX f~GEPTNAE . ~ SfEGIAL RRPO`.iE W~PLLE ~ @ffi+GENLY FIXILRE -'.Al4DFD ~ RG:R~ RE(.ETAGLE ❑O RGGRNQMEpDAiAW~.pf Q LEILIlSFI)(TLRE ^ ~ PAiAq11LEi Y V IEL~ATAq1RET I-P~SiRIRI6Hf . ♦ 1fl~WM1El w BATIFRY POGK EF@6BlLY LI6NT Q .uicnoxeox $ sws~aae:aurcx F JQ ~ MttMEO.uznoMBOx $o oRNHtswrcx HdIIRN@1fV15GONff4T5Y0iGH O5 SPEAKQ4PA61NiANVOR5qMD5Y5TEN ~ HilRf4NfMmqSLOMKT5HRG1 . f-A+-IftllN1JLD 11HAM~qRKoP12 SMitX G F1KiRIGALPNF1WARp EYG ELEGiRIGH51ERL00lFR EF FJOWrTFAN ~IHAL ❑T 1RAk"~FpLffR 6F1 EFqRU FP1LT INffRfdlPflN5 cGr urswrc -1.1 H(?EPoM t0 PANEI. - MROW lm~,~ ~ ~ ~~~n ~ ~V~ ~.m ~ FIREALAWAPNEL ~ Al~~«-~" Kihim 0 FIREPLWMRETI71EAV"l)ryGATOR PN&L i1B iELERqE iBAIRIAL BOMD 0 IMNIAL RLL STATIdI pJF PBOa'E FWSH ~ .05 ~J'tlAE GEiEGTOR IGN LNL65 ORERYUSE N'JIED E3* Fin ~ HMN eLl~ E Etl5TI1G t0 FE'uIN . Q PKT FIRE pEIELiGR ER EXISiINB TO BE ftELOLwiED Y5 YE4T1ffR %tLVF/GRlMiJ FPULT IMERRLp1' Fj( Eq5T1t19 T0 BE REMOV'cD IH R$TAibI q5 q~~ybppnOFPIRTIMERFWI (P) PPRTIAL GIRLUIT IN M6TIRE LOGqTlOt15 IH+ fIp15E ryqryQ hn4T/SnIE ASlP) O OETNL NOTE PI.P5TIG &5HIN5 ALLESSIBLE GEILIN6 WT1 RILL- WIRE TO AND RASTIL MYIIINGS - PROJIDE A 4' SGd/ARE = a-vaveev.uicnon eox wirx siwr~.e enxs PLASTIG PLASTER RM6 R1SHIlI6 DA7AlfELEPHONEINSTALLATIDN RCAIGH-IN DIAGRAM LOAfl SUMMARY PAST PEAK pEMAND PER XLEL ENER6Y = 30p kW X 125 PER NEL 220-35 - 36SkW • 340V, 30 : 93A WW LOAD ADDED, _ PANEL A • 5024kVA REVISEDLOAD = 80.14kVA B 240V, 30 - 2I4A RP/15ED LOAD REPRE5ENT5 THE TOTAL LOAp FOR'IVff ENfIRE 800A SERVIGE. THE ExISTiNG LOAD TO THE EXI51146 PANEL SERVED BY THE FEEPER SLATEp TO BE NqDIFIED UNpER THIS LONiRALT W5 BEEN AS ED TO 6E DMpED EOUALLY AMON65T THE (4) E`(15TIN6 DISTRILMION PANB_5 SHO4N OR l.'IkVA. W ~ W J^ G O U F"- O z V / ^ 'Q V ~ U w1 J W LL 0 z O a z ~ ~ O U ~ J z O VJ ( ^ V z ~ NQ IL ~ V J V) W ( ^ rl~ V O ^ cl:~ LL aACHirECTOaE lSsoljIIC0l1t$IICf Suke 12M IJC6YC[, COIONdO EOZO3 pFane 303.8615704 W (D C) cc ~ ~ ~ Q m 6L O J ~ O e<~ O Q V / LL W F- Z W / W LU ] W a U = J 0 Lo 1.L ~ ~ Q N N T T PROJ. N0. 2004-184-00 DRAWN: KES CHECKED: TLT CADD FlLE: DATE: 6/14/2005 REV190N5: I CQOZ ARCHIIECTURE I SCHEMATIC DESIGN SHEET 71TLE: ELECTRICAL SCALE1/8.^1'^0' - - ff___ fdAV£L PNtlQlfi ~ I I ~ I \ I \ \ , i ~ , - - - \ \ ~ ELECTRICAL SITE PLAN 1 sw~: r . m-c I I ~ CsENERAL NOTES 1. PRWIDE .UNGTIOWfl1LL80xE5 AS REGUIRED PER IgG Alm A5 NEGE55ARY TO FPGILITATE TiE R.LLIN6 OF GOImUGTORS. ALL ,LNLTION/PULLBOWS SHALL BE PER !EG 314 AND OTVffR APPLILABLE ARTILLES. PIEID VERIFY EXAGT LOGATIONS ANp VERIFY FINAL LOGATILTS WITH OYNER PRIOR TO ftGUGH-IN. FOR ,1WTIOWPULLBOXE6 LOGAiED SULH THAT VENILLE TRAFFIG WILL GR05G OJER, PROVIDE M5NT0 RATIN6 ALGOROI135LY. O DETAIL NOTES I TPP EXISTINS FEEDH2 GONRIGTORS G,RRENTLY 5ERVIN6 TPoKK PORT AND ECfEND TO NEW EVEDENLE STOFPGE WILDIN6 PNffL'A'. REFER TO ONE-LINE DIA6RAM SHEET EI00 FOR ADDITIONAL IIffORMP.TI011 2 INSTALL NEW ,WR:GTION BOX, °ARFAGE MfYMTED, ADJPLEM TO EXISITIN6 SIAtFALE MOUtfEO JJ~TION BOx 5ERVING E%STIIlS iRULK PORT. EX15TIN6]WP3P ENGLOSEO GIRCUiT BREAKER SERYIN6 E%ISTIN6 iRULK PORT ~ XGEL ENER6Y NETER w ~ w ~ ~ C) C) z V / Q C.D C~d U W J W Li ~ 0 z 0 ~ 0 U ~ V ~ Q ~ ~ ~ cn w ~ C-D 0 c):f a- ARtNliEtinflE tseoLinwmsv«K kim 1am Denva, Colondo 80203 p6im 303.8615704 O ~ Q y~ ~ 4~ O W J O (D U W ~ L., Q 0 ~ Lrj ~ cc ~ V W W W W U Q ~ _ ~ O ~ ~ ~ ~ 0 N N T T rRa. No. zaoa-.iaa-oo DRAWN: KES CHECKED: TLT CADD FILE: DAIE: 6/14/2005 REViSIONS . CQOZ ARCHI7EC7URE SCHEMATIC DESIGN SHEET 11RE: ELECTRICAL SITE PLAtd it ~i II II II II II ii ~i d-i r 3I I II ii IF V I O19j1'fi STORAGE Oaraa Oe1 e O DETA1L NOTES I DEpIGATED DLPLEX REGEPTAGLE FOR OWNER lLRNISHED AIR LON~RE:50R GOORDINATE E%ALT LOGATION HITH OYNER5 REPRESEMATIVE PRIOR TO RCU611-IN. 2 iROVIDE SEPARATE PRIGIN6 PS BID ALTERNATE I FOR WMBH4ITER. 3HP, 340V30. PFOVIDE (3010, I1106)I12'G. M41CE fINAL LOFA'ELTIGA6 PE2 tMWFA61LTiFR5 REGOMPIE1mATION5. GCORDINATE EXALT LOGATION PRIOR TO ROWH-IN. 3 MOTORIZED DMPER Ai THIS LOGATION SHALL BE INIERI.OGKED W TH ~T FAN EF-1. GOORDINATE ALL PDpITIONAL REGLIREMENiS WI1H MELHANILAL GONTRALTOR. PRWIDE ALL WGE55ARY LOIIDUIT. GONDULTq25.9JPPpR15 ETL. AS DIREGTED BY TV@ MEGNPNIGAL fANIRhGiOR. 4 NATORIZED DAMPER AT THIS LOGATIqJ SH4LL BE IMERLOGKED WTH EWU(AVST FAN EF-7. GOORDINAiE ALL ADDITIDNAL REPUIREMENfS WITH MELHANILAL LONIRALTOR PROVIDE ALL NEGEYARY COPmUIT. GONqKTORS, SUPPORTS ETG. AS DIREGTED BY THE MEGH4WGAL GONiRFGTOR 5 PRWIDE SEPARAiE PRIGIN6 AS BID ALTERlIATE 03 FOR FqTOR12ED DL1,R OPERAIEft. I/ZHP. 110V-10. MPKE FINAL GOWffLTIONS PER MAN.FAGTIFEERS RECOM4ElYJATIONS. ~ i~ II II II I II ~i ii ii II II II I ii ii II ai II ' _ ----r-----------------r1 I I - - - - - - - SECOND FLOOR POWER PLAN ~ Ll CxENERAL N07ES . ALL GRGUITS W}VEW REFER TO PANEL'A'. w ~ w 1c__LG \J ~ C) z cn C.~ cd (D- - O]8303] I I I O ~ BAY _ 102 MOTORIZED DAMPER d I 5 SiORAGE om ~ mi i ~ n •~s• U W J w LL (D z -O z 0 ~ O ~ I 5 3 _ _ _ za• _ _ ~ I GARACE 103 wu,a ~ ~ RECEIVING p ~oa MOTORIZED ~~R 3s.jaso w ~ a 3~O O • WAB~b i M a 4 - ~ P~~ 5 w TOR E%TERIOR STORkGE II I IW LJ d I ~ FIRST FLOOR POWER PLAN 5 J ; z 0 ~f ^ V z ~ ARBNItECTURE 1580 L'mwln 5rcett Suitt 120D DeAm, fq10(La0 8=3 plwme 303.8615704 ~ O W J ~ ~ W < „l 0 0 0 co ~ ~ V W a 0 ~ W uj '17 U Q = J O N N T T PROJ. N0. 2004-184-00 DRAWN: KES CHECKED: TLT CADD FILE: DATE: 6/14/2005 REVISIONS: QOZ ARCHITEC7URE SCHEMATIC DESIGN SHEET 11T1E: ELECTRICAL FLOOR PLANS sr.at v, va•_r-m DEvLWPfION N1BlIGR YWJ. PPLK f9 LAMP VOLTS MOUNtIW INFORMAiI O'Y. 11a '11p 'JiRFALE ' F33 T8 I]O GIpM ~ ~ GeNeraaL Nores wTf I. ALL GRGUITS REFER TO PANEL 'A'. [9i 1. CAtAlEGT ALL LI6HIED EXIT 516N5 AND BATfE2Y BALKED EMER6ENLY E6RE55 FI%NRES TO THE IfNSWTLNED LE6 ~ OF THE LCLAL LI6HiIN6 LIRGUT INpILATED. . ~ 3. PD.U5T FIXNRE MOUNTIN6 FE16HT5 ANp LOGATION$ A5 kE(,yIRED TO AVOID INTERFERENLE$ WITH 6ARA6E DCORS, MEGNANIGAL EpVIPNENT ETG. a 4. VERIFY E%AGT LOLATION AND MOIRItIN6 FEI6HI5 OF LUMINIARE$ WITH ARGHITELT PRIOR TO RGUGIi-IN. ~55x0YNONPWS L11332iM62 wBOJN .,~~.,o u w @r~ `°I" ~'m"'" w w O DETAIL NOtES ~ ~ m, w ^a~ ~EM 6~~i B/T M~ Hc+bW ' 'ycR.iEO wrtx ~i iap SmFnce ~ ~E E%TERIOR LIEFItING GIItLUIT VIA PFIpTOLELL OW PFIOTLELL OFF. FIqMi Pr1pTGELL dJ NORTH SIDE OF BVILDRK PROVIDE p J 4~uA eiwLiEOwlx ilolm uirvEKaLL ] 3 . TORK MOpEL 2101. GOORDINATE EXAGT LOGATION WITH ONPm25 REPRESENfATIVE PRIOR TO ROUGH-IN: LJ L@ISN~640?l1ELX UWT . _ Ll*'u PR ' ~ ~m iiorsn uavet~i.qi. gy 2 OVIDE SEPARATE PRILIN6l~5 BID ALTERNAIE dH FOR T1E E%GLV iION OF THE EXTERIOR WALL PALK LI6HTiN6 +ore eHer55 F~ uqn 5 H-.- e x po FIXILRES WTH TfE BRA1L'H GIRGUITItiS 5lIOYBi TERMINP.iEp AT A JINGTION BOX AT TFff PRpP05Ep E%TERIOR O U 6HTIN6 FIXTLRE LCLATION i. ee~cem ro.iae•,vs w~is xm~ or~wase. FALL+NO AFRLYCa AS f/GYN d1 TE RAW i- ~ i I~ ~ 6 6 ii I I 6 y T-O H nb' f3 ii ~i II z - II 6 ~ ~ f' rl9 P' q'O' 0 ~I I iORAGE e+ no _ - ii . i II I I 6 6 tlO' y A9• P3 / ~ ~ q ~l ~ / us -------Trt--- WAY AT Mop ^RL II - i~ ii \ I - ~ - _ _ _ b~ ROUiE UP 1O 3Wl,Y SWITGH AT (D- _ ~ (D- b 6 .A. 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City of W heat j jgc COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033 -8001 P: 303.235.2846 F: 303.235.2857 August 14, 2014 OFFICIAL ADDRESS NOTIFICATION NOTIFICATION is hereby given that the following address has been assigned to the property /properties as indicated below: PROPERTY OWNER(S): City of Wheat Ridge OLD ADDRESS: - 112 10 W. 45` Ave., Wheat Ridge CO 80033 NEW ADDRESS: 11220 W. 45`' Ave., Wheat Ride CO 80033 SUBDIVISION: N/A LOT(s): 0001 KEY: SECTION: 21 PARCEL NO: 39- 212 -19 -003 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: 8- / Y— I (- DISTRIBUTION: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, 100 Jefferson County Parkway, Golden, 80419 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: S. Stormer, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Jefferson County Elections, ATTN: H. Roth, 3500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 6. U.S. Post Office, 4210 Wadsworth Blvd., Wheat Ridge, CO 80033 7. Xcel Energy, ATTN: Correspondence, 1123 W. 3` Ave., Denver, CO 80223 8. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 9. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 10. Valley Water District 11. Fruitdale Sanitation District 12. Arvada Fire Department 13. Wheat Ridge Planning Division 14. Wheat Ridge Building Division 15. Wheat Ridge Police Department 16. GIS Specialist 17. Log File 18. Other: NOTE: Please notify all other parties concerned. ADDRESS MAP UPDATED BY: DATE: www.ci.w h eatridge,co. u s Vicinity Map Site A