Loading...
HomeMy WebLinkAbout11941 W I-70 Frontage Road N- R MSION -= ® FASTS/GNI Ir4^HRwi�u—••• worem.innrareawnaD t cons to Regional HousingIm MW ammrmDfld mnDnw ninon c 9ffi wcub alloy A QI IRIILMIIiHCYMIflM (DIM ® omni IONRI .- - R MSION -= Ir4^HRwi�u—••• t cons to c 9ffi wcub alloy ng. Pr",d 262"1. suras— J� 4[IIOX VIM NOTM E a UE N A=Sign Location N, FOOTHILLS ZONA HOUSING SIGN SI AN , W 5M.®. PROJECT DIRECTORY OWNER: FOOTHILLS REGIONAL HOUSING 11941 West 48th Avenue Wheat Ridge, CO 80033 PH: 303.422.8600 CONTACT: ZACK GUERIN ARCHITECT: ANDERSON HALLAS ARCHITECTS 715 W. 14TH ST GOLDEN, CO 80401 303.278.4378 CONTACT: WELLS SQUIER, PRINCIPAL BROOKE SCHUBERT, PM CIVIL AND STRUCTURAL ENGINEER JVA 1319 Spruce St Boulder, CO 80302 PH: 303.444.1951 CONTACT: XAVIER TORRENTS IP�Ixaae111U7e1Y19UL91-7NCHglC"3111gq:7 360 ENGINEERING 751 Pine Ridge Rd #360 Golden, CO 80403 PH: 303.940.2050 CONTACT: TAYLOR REESE ELECTRICAL ENGINEER: AE DESIGN 1900 Wazee St #205 Denver, CO 80202 PH: 303.296.3034 CONTACT: MORIAH TRANTHAM BRIAN FLYNN BRYAN JASS ABBREVIATIONS & AND < ANGLE @ AT A/V AUDIOVISUAL ABA ARCHITECTURAL BARRIERS ACT ABV ABOVE ACM ASBESTOS CONTAINING MATERIAL ACT ACOUSTICAL CEILING TILE ADD ADDENDUM ADJ ADJACENT or ADJUSTABLE AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT AL ALUMINUM ALT ALTERNATE APPROX APPROXIMATELY) ARCH ARCHITECTURAL ASPH ASPHALT B.O. BOTTOM OF BLDG BUILDING BLKG BLOCKING BR BACKER ROD BTVN BETWEEN CAB CABINET CJ CONTROL JOINT CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CONTRACTING OFFICER COL COLUMN CONIC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPT CARPET CT CERAMIC TILE CTBB CEMENTITIOUS TILE BACKER BOARD CTR CENTER DBL DOUBLE DEMO DEMOLITION DET DETAIL DF DRINKING FOUNTAIN DIAM DIAMETER DIM DIMENSION DN DOWN DS DOWNSPOUT <E> EXISTING E EAST EA EACH EG FOR EXAMPLE ELEC ELECTRICAL ELEV ELEVATION EMER EMERGENCY ENGR ENGINEER EQ EQUAL EQP EQUIPMENT ETR EXISTING TO REMAIN EXT EXTERIOR F.O. FACE OF FACP FIRE ALARM CONTROL PANEL FD FLOOR DRAIN FDN FOUNDATION FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FIN FINISH(ED) FIXT FIXTURE (DiVICINITY MAP SITE LOCATION b ,�, y_ ` w.s roDenver LOCATION MAP FLR FLOOR(ING) FP FIRE PROTECTION FRP FIBERGLASS REINFORCED PANEL(ING) FT FEET FTG FOOTING FURR FURRING GA GAUGE OR GYPSUM ASSOCIATION GALV GLAVANIZED GC GENERAL CONTRACTOR GD GRADE GL GLASS or GLAZING GND GROUND GRT GROUT GVVB GYPSUM WALLBOARD HM HOLLOW METAL :I_q 1ti I9 �:I_g9:7 rI�llby 1ti I_U q:7191 HDR HEADER HDW HARDWARE HORIZ HORIZONTAL HT HEIGHT HVAC HEATING, VENTILATION and AIR CONDITIONING IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER INCL. INCLUDING INFO INFORMATION INS INSULATION or INSULATED INT INTERIOR JT JOINT LAV LAVATORY LIN LINOLEUM LS LANDSCAPE MATE MATERIAL MAX MAXIMUM MECH MECHANICAL MEP MECHANICAL, ELECTRICAL and PLUMBING MFG MANUFACTURING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MO MASONRYOPENING MTD MOUNTED MTL METAL WNW N NEW N NORTH NA NOTAPPLICABLE NIC NOT IN CONTRACT NO. NUMBER NOM NOMINAL NTS NOTTO SCALE OC ON CENTER OD OUTSIDE DIAMETER OH OPPOSITE HAND OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OTE OPEN TO EXISTING OTS OPEN TO STRUCTURE OVH OVERHANG # POUND(S) or NUMBER PLAM PLASTIC LAMINATE PEAS PLASTER PLUMB PLUMBING PT PAINT PTD PAINTED PWD PLYWOOD QT QUARRYTILE RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFER TO or REFERENCE REINF REINFORCED RELOC RELOCATED REQ REQUIRED REV REVISE, REVISED or REVISION RM ROOM RO ROUGH OPENING RR RESTROOM(S) RS ROUGH SAWN (S) SEALANT S SOUTH SCHED SCHEDULE SF SQUAREFEET SHTG SHEATHING SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATION(S) SQ SQUARE SS STAINLESS STEEL STD STANDARD STL STEEL STN STAIN STRUC STRUCTURE or STRUCTURAL (T) TEMPERED T&G TONGUEAND GROOVE T.O. TOP OF TD THRESHOLD TYP TYPICAL 1pC�lp�11NNx.Y.Y�il:lq:lry1169�:C�]Ygrl VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VERT VERTICAL VIF VERIFY IN FIELD VIN VINYL VTR VENTTHROUGH ROOF W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WIN WINDOW GENERAL SHEET INDEX SHEET Ajr NUMBER SHEET NAME GENERAL FOOTHILLS GO.0 IN DEX AN D GEN ERAL NOTES Regional Housing _ - GOA CODE PLAN -I GO.2 JACCESSIBILITY DETAILS CIVIL - C0.1 GENERAL LEGEND, NOTES, AND ABBREVIATIONS C0.2 DEMO PLAN C1.0 CIVIL SITE PLAN CD1.0 PRIVATE SITE DETAILS CD1.1 PRIVATE SITE DETAILS ANDERSON CE1.0 EROSION CONTROL PLAN - -- - - CE1.1 EROSION CONTROL DETAILS H A L L A S CE1.2 EROSION CONTROL DETAILS ARCHITECTS WALL TYPES 3.3 /8" GYPSUM BOARD _ _W,77,M_ 2x4 AT 16" OC 35/8" METAL RUNNER CHANNEL BEYOND 3.12x4 3.2 AT 16" OC A1.0 GYPSUM BOARD /8" GYPSUM BOARD 3.3 /8" GYPSUM BOARD _ _W,77,M_ 2x4 AT 16" OC AO.1 /8" GYPSUM BOARD 3.2 2x4 AT 16" OC A1.0 GYPSUM BOARD 3.3 /8" GYPSUM BOARD _ _W,77,M_ 2x4 AT 16" OC AO.1 FIRST FLOOR - DEMOLITION FULL DEPTH ACCOUSTIC INSULATION SECOND FLOOR - DEMOLITION A1.0 /8" GYPSUM BOARD A1.1 FIRST FLOOR - PLAN SEAL WITH ACOUSTIC NON -HARDENING CAULKAT BASE SECOND FLOOR - PLAN A2.0 AND SIDES OF WALL. SEE TOP OF WALL DETAILS. /8" GYPSUM BOARD 3.4 _ 2x4 AT 16" OC /8" GYPSUM BOARD TILE FINISH SYMBOLS 1 ROOM A4.0 q A8.0 2 100 3 250 SF EXTERIOR INTERIOR ROOM ELEVATION ELEVATION TAG 1 1 A9.0 A5.0 DETAIL REFERENCE BUILDING SECTION N FIFLOOR V 100'-0RST" T ELEVATION MARK NORTH ARROW KEY WALL WINDOW DOOR NOTE TYPE TYPEMUMBER NUMBER OH R OH R OH R ARCHITECTURAL AO.0 BASEMENT -DEMOLITION AO.1 FIRST FLOOR - DEMOLITION AO.2 SECOND FLOOR - DEMOLITION A1.0 BASEMENT -PLAN A1.1 FIRST FLOOR - PLAN A1.2 SECOND FLOOR - PLAN A2.0 BASEMENT- REFLECTED CEILING PLAN A2.1 FIRST FLOOR- REFLECTED CEILING PLAN A2.2 SECOND FLOOR- REFLECTED CEILING PLAN A3.0 DOOR & WINDOW SCHEDULE & DETAILS A3.1 STOREFRONT ELEVATIONS A3.2 FINISH SCHEDULE A4.1 BUILDING ELEVATION A6.0 VERTICAL CIRCULATION - STAIRA ATO ENLARGED PLANS &ELEVATIONS - LOBBY A7.1 ENLARGED PLANS&ELEVATIONS - RECEPTION A7.2 ENLARGED PLANS&ELEVATIONS - RESTROOMS A7.3 ENLARGED PLANS&ELEVATIONS - KITCHEN A7.4 ENLARGED PLANS&ELEVATIONS - CORRIDOR 147 A9.0 DETAILS A9.1 DETAILS STRUCTURAL S1.1 GENERAL NOTES AND FRAMING PLANS S5.1 ISECTIONS MECHANICAL M0.0 MECHANICAL SHEETS MO.1 FIRST FLOOR MECHANICAL DEMO PLAN MO.2 SECOND FLOOR MECHANICAL DEMO PLAN M1.0 BASEMENT MECHANICAL PLAN M1.1 FIRST FLOOR MECHANICAL PLAN M1.2 SECOND FLOOR MECHANICAL PLAN PLUMBING PO.0 PLUMBING COVER SHEET PO.1 FIRST FLOOR PLUMBING DEMO PLAN P1.0 BASEMENT PLUMBING PLAN P1.1 FIRST FLOOR PLUMBING PLAN P1.2 SECOND FLOOR PLUMBING PLAN P2.0 PLUMBING DETAILS AND ISOMETRICS ELECTRICAL EO.0 ELECTRICAL COVER SHEET E0.1 ELECTRICAL DEMO PLANS EO.2 FIRST FLOOR ELECTRICAL DEMO PLANS EO.3 SECOND FLOOR ELECTRICAL DEMO PLANS E1.0 BASEMENT ELECTRICAL POWER PLANS E1.1 FIRST FLOOR ELECTRICAL POWER PLAN E1.2 SECOND FLOOR ELECTRICAL POWER PLANS E2.0 BASEMENT ELECTRICAL LIGHTING PLANS E2.1 FIRST FLOOR ELECTRICAL LIGHTING PLANS E2.2 SECOND FLOOR ELECTRICAL LIGHTING PLANS E6.0 ELECTRICAL ONE LINE DIAGRAM E7.0 ELECTRICAL SCHEDULES E7.1 ELECTRICAL PANEL SCHEDULES E8.0 ELECTRICAL LIGHTING SCHEDULES Df CO( � Co°� M4 S. l� 3.12.2021 h V �NSED AFO��� U) 1..� m LU cDco O OZ O <j O O N 0 of V < (6 Q Z N L Q0 LLJ Vr n N � NLU �/ > LL_ Q LiLl C/) L U J J 00 LL LL O � O 0 0 LL r �1. i.I[r.'IIIIIIIIIbr, ti.No. Description Dale r4rd"I dpAP�ftAYr APPitOM1�Eb GENERAL NOTES atii� 1�, tai 1. DO NOT SCALE DRAWINGS 2. ALL WORK TO BE PERFORMED TO APPLICABLE BUILDING CODES RE: SHEET GO.3 FOR yi cmaglikonN CODE INFORMATION 3. ALL DIMENSIONS ARE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED. ALL DIMENSIONS INDICATING REQUIRED CLEARANCES ARE TO FACE OF FINISH UNLESS OTHERWISE NOTED. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM OR HERSELF WITH TM err W a131111tiy PIIIIIIIIIIIIIIII THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND iadd rtr ht 0==---= be CONFIRMING THATTHE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO Lpppvwfy+Zu� 715 FOURTEENTH STREET PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFYARCHITECT IN GOISIFN, COLORADO 80401 WRITING OF ANY DISC RE FANCY WITH IN THE CONTRACT DOCUMENTS AND REQUEST P (303) 2a4378 CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. All p.trtrdI "V. F(303)2]G0521 +iL grad 5. SHOULD TH ERE BE ANY QUESTIONS CONCERNING THE CONTRACT DOCUMENTS, 5&d"�MIa�l � 1MIIIIIII1 EXISTING CONDITIONS, AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE ad&A v6LI.`- -:err dz .=XJD. +" COPYRIGHT 2021 RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ARCHITECT PRIOR TO krI Of ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROCEEDING WITH THE WORK, OR RELATED WORK IN QUESTION. e`3tr `+C�ge ArioEIRSONi HED wuns WITHOUT WRITTEN CONSENT OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE Chya r..,..�-..- unarcc�d rc ecmft�l¢ r ,mn UvarpoI PROJECT SCOPE OF WORK, SCHEDULE, AND DEADLINES. THE CONTRACTOR SHALL BE LM aam=Lh:W inxmmr Ium a -wdy iiNill APPROVED RESPONSIBLE FOR ADVISINGTHE ARCHITECT OFALL ITEMS REQUIRINGA LONG LEAD pLm"%.Iddad: purer Q.iPde TnCiil Project Number 2020680 TIME U PON NOTICE TO PROCEED THAT WILL AFFECT TH E SCH EDULE, AN D SHALL SU BMIT ryI� riII,t o,y ,p ywylrRr Ill IN raI camah,mfi. ORDER CONFIRMATIONS AND DELIVERY DATES FOR THE ITEMS IN QUESTION TO THE pLm w.AnI crem_xta &I Issue CONSTRUCTION DOCUMENTS OWNER. kirkmoney 04/12/2021 7. INSTALL ALL MANUFACTURED ITEMS, MATERIALS, AND EQUIPMENT IN STRICT I�ixa i9yer's`t' Date 03.122021 ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDED SPECIFICATIONS, IaL d EXCEPT .-.1 . plans Eoan�yr Dw° WHERE THE CONTRACT DOCUMENTS ARE MORE STRINGENT. ANYMISCELLANEOUS � i mbeftDrawn by BNS, SH ;m+•w.r...�.e�a...ruer...u.ura., ITEMS OR MATERIALS NOT SPECIFICALLY NOTED, BUT REQUIRED FOR PROPER .'. rr AL'1I Wfrd Checked by BNS, WS INSTALLATION SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THE 6.lI CONTRACTOR SHALL FU RN ISH TO TH E OWNER ALL WARRANTIES AND GUARANTEES ,Pe rep '­ n�`ae "eve-e""-W���' REQUIRED AT THE CONCLUSION OF THE PROJECT. inl ge.er rrllrqunr.,ties 'ww oxwu..»rmmrtd. pr.rr+Mr.w INDEX AND 8. ALL CONTRACTOR OR SUPPLIER REQUESTS FOR SUBSTITUTIONS OF SPECIFIED ITEMS PUI SHALL BE SU WITTED IN WRITING TO TH E ARCH ITECT WITHIN 30 DAYS OF NOTICE TO GENERAL NOTES PROCEED, AND BE ACCOMPANIED WITH THE ALTERNATIVE PRODUCT INFORMATION. SUBSTITUTIONS WILL BE CONSIDERED ONLY IF IT DOES NOT SACRIFICE QUALITY, APPEARANCE, DELIVERYTIME, OR FUNCTION. 9. GC TO NOTIFYARCHITECT IMMEDIATELY IF ANY DIMENSIONAL DISCREPANCIES ARE RECOGNIZED IN THE FIELD. G0.0 O . O 10. ANY WOOD IN CONTACT WITH MASONRY OR CONCRETE TO BE TREATED. V CODE SUMMARY APPLICABLE CODES 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC 2018 INTERNATIONAL MECHANICAL CODE (IMC) 2018 INTERNATIONAL PLUMBING CODE (IPC) 2018 INTERNATIONAL FIRE CODE (IFC) 2020 NATIONAL ELECTRIAL CODE (NEC) ANSI 117.1-2009 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 99 GENERAL INFORMATION THE NAME OF THE PROJECT IS: FOOTHILLS REGIONAL HOUSING OFFICE HEADQUARTERS TENANT REMODEL THE BUILDING IS LOCATED AT: 11941 WEST 48TH AVENUE WHEAT RIDGE, CO 80033 THE EXISTING BUILDING HAS TWO STORIES AND A BASEMENT. THE FOOTPRINT OF THE BUILDING HAS NOT CHANGED. AN CCESSIBLE ROUTE FROM THE PARKINGAREA IS BEING ADDED. THE REMODEL INCLUDES THE FOLLOWING: • BASEMENT: KITCHEN AREA (NO STOVE, NO DISHWASHER) • LEVEL 1: ENTRYVESTIBU LE, LOBBY STAIR, RECEPTION /ADMIN AREA, LEVEL 1 RESTROOMS TO BECOME (3) ADA -ACCESSIBLE SINGLE -USER, BREAK AREAS • OFFICES ON TH E SOUTH SIDE AND TH E NORTHWEST CORNER • BREAKAREAS T504.3 ALLOWABLE BU ILDING HEIGHT V -B=40 FEET EXISTING BUILDING HEIGHT= —36 FEET EXISTING VERTICAL OPENINGS EXCEPTION 5: IN GROUP B OCC, A MIN 30 -MINUTE ENCLOSURE SHALL BE PROVIDED TO PROTECT ALL VERTICAL OPENINGS NOT EXCEEDING 3 STORIES. THIS ENCLOSURE SHALL NOT BE REQ IN BUILDINGS NOT EXCEEDING 3,000 SF PER FLOOR 802.4 INTERIOR FINISH: THE INTERIOR FINISH OF WALLS AND CEILINGS IN EXITS AND CORRIDORS IN ANY WORK AREA SHALL COMPLYWITH THE IBC 805.3 NUMBER OF EXITS REQUIRED: 2, PROVIDED:2 805.4.4.4 OCCUPANT LOAD GREATER THAN 50 OR IN WHICH THE TRAVEL DISTANCE EXCEEDS 75' SHALL NOT HAVE FEWER THAN 2 EGRESS DOORWAYS 805.6 DEAD END CORRIDORS IN ANY WORK AREA SHALL NOT EXCEED 35 FEET. 805.9 EXIT STAIRWAY THAT IS PART OF THE MEANS OF EGRESS FOR ANY WORKAREASHALL BE PROVIDED WITH HANDRAILS FOR THE FULL LENGTH OF THE STAIRWAYON NOT FEWER THAN ONE SIDE. 805.11.1 EVERYOPTION PORTION OF A STAIRWAY, LANDING OR BALCONY THAT IS MORE THAN 30 INCHES ABOVE THE FLOOR SHALL BE PROVIDED WITH GUARDS IN COMPLIANCE WITH IBC 805.11.1 T1017.1 MAXTRAVEL B OCCUPANCY= 200' PROVIDED = 82' 1109 AT LEAST ONE TOILETAND LAVATORY MUST BE ACCESSIBLE T504.4 ALLOWABLE NUMBER OF STORIES =2 (3)PROVIDED EXISTING NUMBER OF STORIES = 2 THE EXISTING TOTAL GROSS SQUARE FOOTAGE IS AS FOLLOWS: • BASEMENT: 6,896 SF • LEVEL 1: 6,896 SF • LEVEL 2: 6,896 SF THE FLOOR AREA OF THE ENTIRE BU IDLING IS 13.792 SF ALLOWABLE AREA WITH FRONTAGE INCREASE =15.750 SF If = [F/P - 0.251 W/30 If= [1 -0.2511 If = [0.75] AS = [At +(N S x If)] AS = [9000 + (9000 x 0.75) AS = 15,750 SF 506.1.3 BASEMENTS NEED NOT BE INCLUDED IN THE TOTAL ALLOWABLE FLOOR AREA OF A BUILDING PROVIDED THE TOTAL AREA OF BASEMENT DOES NOT EXCEE THE AREA PERMITTED FOR A ONE- STORYABOVE GRADE PLANE BUILDING. THE OCCUPANCY CLASSIFICATION IS BUSINESS GROUP B. THE CONSTRUCTION TYPE: V-A, NON-SPRINKLERED 603.1 ALTERATION - LEVEL 2, LESS THAN 50% 801.3 NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS AND SPACES SHALL COMPLYWITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. EXCEPTIONS: 1. WHERE WINDOWSARE ADDEDTHEYARE NOT REQUIRED TO COMPLYWITH THE LIGHTAND VENTILATION REQ 2. NEWLYINSTALLED ELECTRICAL EQUIP SHALL COMPLIANT WITH 807 3. LENGTH OF DEAD-END CORRIDORS IN NEWLY CONSTRUCTED SPACES SHALL COMPLY WITH 805.6 4. MINIMUM HEIGHT OF NEWLY CREATED HABITABLE SPACES SHALL BE 7 FEET 6. NEW STRUCTURAL MEMBERS CAN COMPLYWITH ALT DESIGN CRITERIA IN 302 2902.1 WATER CLOSETS REQUIRED = 2 MALE, 2 FEMALE PROVIDED = 3 MALE, 3 FEMALE, 3 UNISEX/ FAMILY LAVATORIES 00 REQUIRED= 4 PROVIDED= 7 DRINKING FOUNTAINS REQUIRED= 1 PROVIDED= 2DUAL-HEIGHT SERVICE SINK REQUIRED= NO EXISTING PROVIDED= N/A LEGEND FE = FIRE EXTINGUISHER IN SEMI -RECESSED CABINET 10 LB ABC TYPE MAX DISTANCE BE-ENEEN EXTINGUISHERS, B OCC = 75'-0" BASEMENT 1/8" = 1'-0" EXIT = DOOR, OCCUI CAPAC SECOND FLOOR 30 OCCUPANTS REQ'D U 1/8" = 1'-0" FIRST FLOOR 1/8" = 1'-0" sNoeorc.y�ao . �u A c c .o Alr FOOTHILLS Regional Housing ANDERSON HALLAS Df CO( l� 3.12.2021 h V W m LU V co O OZ O O O N 0 V < (6 Q Z N L Q 0 LLJ r n N V � NLU �/ > LL_ Q LiLl W L U J J 00 LL LL o 0 o 0 LL 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS Checked by WS CODE PLAN GO.1 PARTITION 36" LONG x 1-1/2" DIA. REAR WALL GRAB BAR FLOOR MOUNTED /TANK TYPE WATER CLOSET <:L11:L.71111) 56" MIN. LEFT VIEW WALL - PROVIDE BLOCKING AT GRAB BAR TO SUPPORT GRAB BAR LOAD OF 250# TOP OF GRAB BAR z_ M m m F1111 to] F_UCH.I. PARTITION MANUAL FLUSH VALVE STAINLESS STEEL LOCATION (IF MANUAL SIDE - FACE HANDLE TO NEW STAINLESS STEEL SANITARY NAPKIN RECEPTACLE PROVIDED BY CONTRACTOR WIDE SIDE OF STALL) RECEPTACLE SIDE z 36" MIN. NEW STAINLESS STEEL HORIZONTAL WALL MOUNTED BABYCHANGING UNIT 12" 18" MIN. x 1-1/2" DIA. VERTICAL GRAB BARS MI MIN. a. ------�- -- -� VIEW VIEW TOP OF - y SEAT VIEW VIEW a � N � N 18" FLOOR i6 "MIN. MOUNTED 18" MAX. /TANK TYPE WATER CLOSET CL 60" HOLD 60" MIN. FRONT VIEW TYP ACCESSSIBLE STALL WITH ACCESSORIES 1/2" = 1'-0" TOILETTISSUE SANITARYNAPKIN DISPENSER DISPOSAL TRASH CAN SURFACE MOUNTED ELECTRIC HAND DRYER REINFORCE PARTITION 36" LONG x 1-1/2" DIA. OR WALL TO SUPPORT REAR WALL GRAB BAR 40" GRAB BAR LOAD OF 250# WALL - 39" MIN. VERTICAL GRAB BAR VERTICAL GRAB BAR PROVIDE 41" MAX. BLOCKING AT 42" LONG x 1-1/2" DIA. REINFORCE PARTITION GRAB BAR TO SIDE WALL GRAB BAR OR WALL TO SUPPORT SUPPORT GRAB GRAB BAR LOAD OF 250# BAR LOAD OF 54" CL �? CLEAR SPACE 250# MIN. :2CLEAR 36" LONG x 1-1/2" z ABOVE GRAB 12 - - - _ _ _42 _ - - - _ SPACE - BAR DIA. REAR WALL MAX. MIN. ABOVE GRAB TOP OF GRAB BAR GRAB BAR �— BAR FF�CLEAR ----- - - - - -- TOP OF SPACE z GRAB BAR � BELOW GRAB z �' 15 CLEAR 6m :2 :2 BAR SPACE "w BOTTOM OF m M M _ -- y :2 BELOW GRAB v m z ACCESSORY °' M BAR FLOOR STAINLESS STEEL MOUNTEDTANK TOILET PAPER SANITARY NAPKIN TYPE WATER DISPENSER RECEPTACLE CLOSET (WOMEN'S ONLY) STAINLESS STEEL 56" HOLD SANITARYNAPKIN 56"MIN. RECEPTACLE (WOMEN'S ONLY) RIGHT VIEW HORIZONTAL BABY ACCESSIBLE WALL ACCESSIBLE WALL STANDARD WALL CHANGING TABLE MOUNTED MOUNTED DRINKING MOUNTED DRINKING RECEPTACLE FOUNTAIN FOUNTAIN FRONT SIDE FRONT SIDE STAINLESS STEEL FRONT SIDE FRONT NEW STAINLESS STEEL SANITARY NAPKIN RECEPTACLE PROVIDED BY CONTRACTOR CL RECEPTACLE SIDE z X (WOMEN'S ONLY) NEW STAINLESS STEEL HORIZONTAL WALL MOUNTED BABYCHANGING UNIT o� 18" MIN. x 1-1/2" DIA. VERTICAL GRAB BARS H.1 a. - VIEW VIEW VIEW VIEW - y VIEW VIEW VIEW a � VIEW FRONT SIDE FRONT VIEW VIEW VIEW 51, MAX 5„ MAX 5.. 5.. O 15„ 5.. 000 ® 00o -__fl_-0 AE MIN MIN El z z a za a QfC' ED f21 X EaV� fC' f2 V V M �n Z VV m Z_ f2 N fC' z LL \ m (Mn rC' m I� M M 0_ y ACCESSIBLE REAR WALL ACCESSIBLE SIDE WALL GRAB BARS GRAB BARS 40" (39" MIN) (41" MAX) 36" KEEP 18" MIN AREAABOVE 54"MIN BAR CLEAR 2" MIN 24" 12" MIN MIN m z KEEP 1 1/2" z X AREA M M BELOW BAR CLEAR �M I PROTRUDING DISPENSER BELOW ACCESSIBLE WALL GRAB BAR MOUNTED LAVATORY J FRONT SIDE VIEW VIEW 42" MAX WALL MOUNTED 44 /T SINK MIN. TY ?Q XLL D QOOf 1 �0 M 0Do MM OJ mMKN V6]0 Q I L_J PROVIDE UNDER LAVATOF PLUMBING PROTECTION - TOILET ACCESSORIES MOUNTING HEIGHTS 3/8" = 1'-0" FRONT SIDE VIEW VIEW z� 6 C V 7s N FRONT SIDE VIEW VIEW SIDE VIEW YI 15" ry� ADA ACCESSIBLE SIGNAGE WITH BRAILLE, OFCI rt rt ACCESSIBLE �1TYP ADA SIGNAGE U 1/4"= 1'-0" AUTOMATIC OR MANUAL FLUSH VALVE LOCATION (IF MANUAL - FACE HANDLE TO WIDE SIDE OF STALL) 36" LONG 1-1/2" DIA. REAR WALL GRAB BAR y[H.lz 18" 17"MIN. 9" MAX. 36" MIN. 12" 24" ? STAINLESS STEEL MIN. NEW TOILET PAPER DISPENSE, INSTALLED BYCONTRACTOR MIN. NEW STAINLESS STEEL SANITARY NAPKIN RECEPTACLE PROVIDED BY CONTRACTOR CL RECEPTACLE C.1 z X (WOMEN'S ONLY) :151�1�d.11P11q p z WATER CLOSET WITH TAP. . 4„ MIN 36" SELF CUBING DOOR WITH ACCESSIBLE LATCH — PROVIDE ACCESSIBLE U -SHAPED HANDEL ON EACH SIDE OF DOOR 6 / 20" 60" HOLD 60" MIN. PLAN VIEW WALL TOILET PAPER DISPENSER 18" - 1-1/2" DIA. VERTICAL GRAB BAR 40" AFF (PREFERRED) (39" MIN. - 41" MAX.) ENSURE GRAB BAR TO SUPPORT 250 LBS - 42" LONG 1-1/2" DIA. SIDE WALL GRAB BAR ENSURE GRAB BAR TO SUPPORT 250 LBS. TOILET ACCESSORY SCHEDULE ? STAINLESS STEEL A NEW TOILET PAPER DISPENSE, INSTALLED BYCONTRACTOR SANITARYNAPKIN NEW STAINLESS STEEL SANITARY NAPKIN RECEPTACLE PROVIDED BY CONTRACTOR CL RECEPTACLE C.1 z X (WOMEN'S ONLY) NEW STAINLESS STEEL HORIZONTAL WALL MOUNTED BABYCHANGING UNIT o� 18" MIN. x 1-1/2" DIA. VERTICAL GRAB BARS H.1 a. - 42" MIN. x 1-1/2" DIA. SIDE WALL GRAB BAR m m - y (V Z L a � TOILET PAPER DISPENSER 18" - 1-1/2" DIA. VERTICAL GRAB BAR 40" AFF (PREFERRED) (39" MIN. - 41" MAX.) ENSURE GRAB BAR TO SUPPORT 250 LBS - 42" LONG 1-1/2" DIA. SIDE WALL GRAB BAR ENSURE GRAB BAR TO SUPPORT 250 LBS. TOILET ACCESSORY SCHEDULE C/) L A NEW TOILET PAPER DISPENSE, INSTALLED BYCONTRACTOR B NEW STAINLESS STEEL SANITARY NAPKIN RECEPTACLE PROVIDED BY CONTRACTOR C FREE STANDINGTRASH CAN C.1 SURFACE -MOUNTED ADA ELECTRIC HAND DRYE INSTALLED BYCONTRACTOR D NEW STAINLESS STEEL HORIZONTAL WALL MOUNTED BABYCHANGING UNIT H 18" MIN. x 1-1/2" DIA. VERTICAL GRAB BARS H.1 36" LG. x 1-1/2" DIA. REAR WALL GRAB BARS H.2 42" MIN. x 1-1/2" DIA. SIDE WALL GRAB BAR JNEW MIRROR (SEE ELEVATION FOR SIZE) K NEW WALL MOUNTED LIQUID SOAP DISPENSER, INSTALLED BYCONTRACTOR L INEVV WALL MOUNTED TOILET SEAT COVER DISPENSER GENERAL NOTES 1. ALL ACCESSIBLE FIXTURE AND ACCESSORIES SHALL BE MOUNTED IN COMPLIANCE WITH ADA 2. ALL LAVATORIES SHALL HAVE UNDER LAVATORY PROTECTION. 3. ALL FAUCETS SHALL BE ADA CERTIFIED 4. NAPKIN DISPENSERS IN ALL SINGLE USER RESTROOMS = PREFERRED MOUNTING HEIGHT A4r FOOTHILLS Regional Housing ANDERSON HALLAS ARCHITECTS l� 3.12.2021 h V "LASED Plr-t� U) m LU CD m O Z 00 O jO QO 0 of V Q (6 Q Z N Q 0 L LI (D LU > � Q LiLl C/) L U J J °O LL F - LL O � O 0 0 LL r 715 FOURTEENTH STREET GOm EN, COLORADO e0401 P'. (303) 27D437e F (303)27D0521 Cc PYRIGHT'2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS. P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS ACCESSIBILITY DETAILS G0.2 ABBREVIATIONS AASHTO AMERICAN ASSOC. OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS ABAN ABANDON AC ASPHALTIC CONCRETE PAVING ADDL ADDITIONAL AODM ADDENDUM ADJ ADJUSTABLE AL ALUMINUM ALT ALTERNATE AMT AMOUNT APPROX APPROXIMATE ARCH ARCHITECT(URAL) ARV AIR RELIEF VALVE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPH ASPHALT ASSY ASSEMBLY ASYM ASYMMETRICAL AUTO AUTOMATIC AVG AVERAGE AWWA AMERICAN WATER WORKS ASSOC. BC BACK OF CURB BEV BUTTERFLY VALVE BG FINISHED GRADE ADJACENT TO BOTTOM OF WALL BLDG BUILDING BLK BLOCK BM BENCH MARK BMP BEST MANAGEMENT PRACTICE BS BACKSIGHT BOX BOTTOM OF STEP BOT BOTTOM BSMT BASEMENT BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BW BOTTOM OF WALL CB CATCH BASIN CCW COUNTER CLOCKWISE COOT COLORADO DEPARTMENT OF TRANSPORTATION CIP CAST IRON PIPE CJ CONSTRUCTION JOINT CL CENTER LINE OR CHAIN LINK CLD CLEAR CMP CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CO CLEANOUT GONG CONCRETE CONST CONSTRUCTION CONT CONTINUOUS(ATION) COR CORNER CR CONCENTRIC REDUCER CTR CENTER CY CUBIC YARDS III /9)•d74P]IIIII I DIA DIAMETER DIAG DIAGONAL DIP DUCTILE IRON PIPE DOM DOMESTIC DN DOWN DR DRAIN DWG DRAWING DWL DOWEL E EAST EA EACH ECC ECCENTRIC EJ EXPANSION JT EL ELEVATION ELB ELBOW ELEC ELECTRICAL ENGR ENGINEER EOP EDGE OF PAVEMENT EQ EQUAL EQUIP EQUIPMENT EQUIV EQUIVALENT ESMT EASEMENT EST ESTIMATE EASE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EW EACH WAY EXP JT EXPANSION JOINT EXIST EXISTING END FOUNDATION FES FLARED END SECTION FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLOW LINE FN FENCE FOC FACE OF CONCRETE FPM FEET PER MINUTE FPS FEET PER SECOND FT FEET FTG FOOTING OR FITTING G GAS GA GAUGE GAL GALLON GALV GALVANIZED GCO GRADE CLEANOUT GIP GALVANIZED IRON PIPE GND GROUND GPD GALLONS PER DAY GPM GALLONS PER MINUTE GR GRATE GRTG GRATING OSP GALVANIZED STEEL PIPE GV GATE VALVE H HIGH HB HOSE BIB HE HORIZONTAL ELLIPTICAL HDWL HEADWALL HNDRL HAND RAIL HORIZ HORIZONTAL HP HIGH POINT HR HOUR HVAC HEATING, VENTILATION, MISC AIR CONDITIONING HWY HIGHWAY TWIT HIGH WATER LINE HYD HYDRANT INCL INCLUDED ID INSIDE DIAMETER N INLET INSUL INSULATION NV INVERT IRR IRRIGATION JTS JOINTS KO KNOCKOUT KPL KICK PLATE KWY KEYWAY L LEFT OR LITER LSCAPE LANDSCAPE(ING) LF LINEAR FOOT LP LOW POINT LT LIGHT LWL LOW WATER LEVEL MAINT MAINTENANCE MAN MANUAL MALL MATERIAL MAX MAXIMUM ME MATCH EXISTING MECH MECHANICAL MFR MANUFACTURER MH MANHOLE MIN MINIMUM MISC MISCELLANEOUS MJ MECHANICAL JOINT N NORTH NA NOT APPLICABLE NIC NOT IN CONTRACT NET NATIONAL PIPE THREAD NTS NOT TO SCALE OC ON CENTER OR OUTSIDE DIAMETER OPP OPPOSITE OPT OPTIONAL PC POINT OF CURVATURE PCO PRESSURE CLEAN OUT PCR POINT OF CURVE RETURN PI POINT OF INTERSECTION PVI POINT OF VERTICAL INTERSECTION PL PROPERTY LINE PE POLYETHYLENE PREFAB PREFABRICATED PRELIM PRELIMINARY PREP PREPARATION PROP PROPOSED PRA PRESSURE REDUCING VALVE OR ® PRESSURE RELIEF VALVE PSE POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PV PLUG VALVE PVC POLYVINYL CHLORIDE OR -11,11i POINT OF VERTICAL CURVATURE PVMT PAVEMENT QTY QUANTITY R RIGHT RAD RADIUS RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RE REFERENCE RECT RECTANGULAR REINS REINFORCE (D) (ING) (MENT) REGO REQUIRED ROW RIGHT OF WAY y11�y11nr:1a1 SD STORM DRAIN SECT SECTION SPD STANDARD PROCTOR DENSITY SPEC SPECIFICATION SQ SQUARE SQ IN SQUARE INCH SQ FT SQUARE FOOT SQ YD SQUARE YARD SS SANITARY SEWER SST STAINLESS STEEL STA STATION GTE STANDARD STL STEEL STRUCT STRUCTURAL SVC SERVICE SWOP STORMWATER MANAGEMENT PLAN SYM SYMMETRICAL TB THRUST BLOCK TBC TOP BACK OF CURB TEM TEMPORARY BENCH MARK TEMP TEMPORARY TO FINISHED GRADE ADJACENT TO TOP OF WALL TUN THICK TOB TOP OF BANK TOC TOP OF CONCRETE OR TOP OF CURB LOS TOP OF STEP TOT TOTAL TW TOP OF WALL OR CAP OF WALL TYP TYPICAL UBC UNIFORM BUILDING CODE UGE UNDERGROUND ELECTRIC UTIL UTILITY dliva�97va1[N:11 VC POINT OF VERTICAL CURVATURE VCP VITRIFIED CLAY PIPE W WIDE OR WIDTH W/ WITH W/0 WITHOUT WQCE WATER QUALITY CONTROL ELEVATION WSE WATER SURFACE ELEVATION WW WASTEWATER X SECT CROSS SECTION XFMR ELECTRONIC TRANSFORMER YH YARD HYDRANT DESIGN LEGEND IS BENCHMARK ® MANHOLE IP AREA DRAIN 8 COMBINATION INLET T70 TYPE R INLET 0 TYPE 13 FIELD INLET O ® FLARED END SECTION W/ RIPRAP 2. TEE W/ THRUST BLOCK JI BEND W/ THRUST BLOCK K END CAP W/ THRUST BLOCK ® GATE VALVE O REDUCER/INCREASER ® WATER METER J- FIRE HYDRANT SD STORM - 12" AND SMALLER m STORM - LARGER THAN 12" -RI ROOF DRAIN TD TRENCH DRAIN -11,11i UNDERDRAIN • SANITARY SEWER FY FORCE MAIN W WATER M� NON POTABLE WATER PW POTABLE WATER IRR IRRIGATION Know whaYs IRRIGATION - LARGER THAN 12" _CAl CABLE TV D DRAIN 0 ELECTRIC UE UNDERGROUND ELECTRIC OE OVERHEAD ELECTRIC T TELEPHONE FO FIBER OPTIC FUEL FUEL :� GAS QVi PVC PIPE (MISC) DETAIL TITLE DETAIL TTEE 1 - DETAIL NUMBER IDENTIFICATION C���� - SCALE C �SHEET INHERE THE SECTION OR v ELEVATION IS CUT OR CALLED OUT - INDICATES SAME DRAWING 1 DETAIL NUMBER IDENTIFICATION C1.0 SHEET WHERE THE DETAIL IS DRAWN - INDICATES SAME DRAWING x FENCE -...�-...�-- FLOW LINE OF DITCH OR WASH 5.0% SLOPE ARROW +03.54 PROPOSED SPOT ELEVATION +03.3 EXIST SPOT ELEVATION i EXIST INDEX CONTOUR O ® EXIST INTERMEDIATE CONTOUR 2. PROPOSED INDEX CONTOUR LL PERFORM THE PROPOSED WORK, INCLUDING, BUT NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT OO PROPOSED INTERMEDIATE CONTO 3, CURB AND GUTTER Lu AND/OR UTILITY OWNER AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION, PRIOR TO BACKFILLING, AND AS REQUIRED BY JURISDICTIONAL AUTHORITY AND/OR PROJECT YQ SPILL/CATCH CURB TRANSITION J- SIGN W/ POST ss SHALL DETERMINE THE EXACT SIZE, LOCATION AND TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE COMMENCING WORK. THE ENGINEER AND/OR OWNER ® CURB RAMP O SIDEWALK CHASE (TO) SIDEWALK So PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE • CONCRETE PAVING o (AM) HEAVY DUTY CONCRETE PAVING ST BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS HEAVY DUTY ASPHALT PAVING 0 OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, Know whaYs LIGHT DUTY ASPHALT PAVING 0 CURB INLET 5. GRAVEL 0 DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR OWNER AND/OR CITY APPROVAL AND PROVIDE ALL LIGHTS, SIGNS, (P) PROPOSED BUILDING oI=_ NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO COMPLY WITH THE PROVISIONS OF THE TRAFFIC CONTROL PLAN AND THE LATEST EDITION OF THE "MANUAL ON UNIFORM 1 AR BUILDING ACCESS COLA RETAINING WALL D SIGNAGE DETAILS REFER TO MUTCD SIGN NUMBERS. :� BOULDER/ROCK WALL MB LIMITS OF SAWCUT ® LIMITS OF WORK EASEMENT LINE -- PROPERTY LINE - - ADJACENT PROPERTY LINE/ROW 8. MATCHLINE UR GENERAL NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE LATEST STANDARDS AND SPECIFICATIONS OF THE CITY OF WHEATRIDGE, COLORADO DEPARTMENT OF W_ TRANSPORTATION, WEST METRO FIRE PROTECTION REQUIREMENTS, AND APPLICABLE STATE AND LOCAL STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL HAVE IN POSSESSION AT THE JOB SITE AT ALL TIMES ONE (1) SIGNED COPY OF APPROVED PLANS, STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL CONSTRUCT AND MAINTAIN x EMERGENCY ACCESS ROUTES TO THE SITE AND STRUCTURE AT ALL TIMES PER THE APPLICABLE WEST METRO FIRE PROTECTION DISTRICT REQUIREMENTS. THE CONTRACTOR SHALL J OBTAIN WRITTEN APPROVAL FOR ANY VARIANCE TO THE ABOVE DOCUMENTS. NOTIFY ENGINEER OF ANY CONFLICTING STANDARDS OR SPECIFICATIONS. IN THE EVENT OF ANY O ® CONFLICTING STANDARD OR SPECIFICATION, THE MORE STRINGENT OR HIGHER QUALITY STANDARD, DETAIL OR SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR SHALL OBTAIN, AT HIS OWN EXPENSE, ALL APPLICABLE CODES, LICENSES, STANDARD SPECIFICATIONS, PERMITS, BONDS, ETC., WHICH ARE NECESSARY TO LL PERFORM THE PROPOSED WORK, INCLUDING, BUT NOT LIMITED TO A LOCAL AND STATE GROUNDWATER DISCHARGE AND COLORADO DEPARTMENT OF HEALTH AND ENVIRONMENT OO (CDPHE) STORMWATER DISCHARGE PERMIT ASSOCIATED WITH CONSTRUCTION ACTIVITY. 3, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE REQUIRED PARTY OWNER OWNER'S REPRESENTATIVE WHEAT RIDGE INSPECTOR GEOTECHNICAL ENGINEER ENGINEER Lu AND/OR UTILITY OWNER AT LEAST 48 HOURS PRIOR TO START OF ANY CONSTRUCTION, PRIOR TO BACKFILLING, AND AS REQUIRED BY JURISDICTIONAL AUTHORITY AND/OR PROJECT YQ SPECIFICATIONS. THE CONTRACTOR SHALL CONTINUE WITH NOTIFICATIONS THROUGHOUT THE PROJECT AS REQUIRED BY THE STANDARDS AND SPECIFICATIONS. 4, THE LOCATIONS OF EXISTING UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION BASED ON INFORMATION BY OTHERS. NOT ALL UTILITIES MAY BE SHOWN. THE CONTRACTOR ss SHALL DETERMINE THE EXACT SIZE, LOCATION AND TYPE OF ALL EXISTING UTILITIES WHETHER SHOWN OR NOT BEFORE COMMENCING WORK. THE ENGINEER AND/OR OWNER ® ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR COMPLETENESS SHOWN ON PLANS. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR ANY AND ALL O DAMAGES AND COSTS WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL (TO) PUBLIC AND PRIVATE UTILITY COMPANIES AND DETERMINE THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO PROCEEDING WITH GRADING AND CONSTRUCTION. ALL WORK So PERFORMED IN THE AREA OF UTILITIES SHALL BE PERFORMED AND INSPECTED ACCORDING TO THE REQUIREMENTS OF THE UTILITY OWNER. LIKEWISE, THE CONTRACTOR SHALL BE • RESPONSIBLE FOR LOCATING AND MAPPING ANY EXISTING UTILITY (INCLUDING DEPTH) WHICH MAY CONFLICT WITH THE PROPOSED CONSTRUCTION, AND FOR RELOCATING ® (AM) ENCOUNTERED UTILITIES AS DIRECTED BY THE ENGINEER. CONTRACTOR SHALL CONTACT AND RECEIVE APPROVAL FROM CITY OF WHEAT RIDGE/UTILITY OWNER AND ENGINEER ST BEFORE RELOCATING ANY ENCOUNTERED UTILITIES. CONTRACTOR RESPONSIBLE FOR SERVICE CONNECTIONS, AND RELOCATING AND RECONNECTING AFFECTED UTILITIES AS COORDINATED WITH UTILITY OWNER AND/OR ENGINEER, INCLUDING NON -MUNICIPAL UTILITIES (TELEPHONE, GAS, CABLE, ETC., WHICH SHALL BE COORDINATED WITH THE UTILITY b@IOW. OWNER). THE CONTRACTOR SHALL IMMEDIATELY CONTACT ENGINEER UPON DISCOVERY OF A UTILITY DISCREPANCY OR CONFLICT. AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, Know whaYs THE CONTRACTOR SHALL NOTIFY THE UTILITY NOTIFICATION CENTER OF COLORADO (1-800-922-1987, WWW.UNCC.ORG). SEE SURVEY UTILITY LOCATION INFORMATION BELOW. Call before you dig. CURB INLET 5. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS AT AND ADJACENT TO THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY -UE- DURING THE PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PREPARE A TRAFFIC CONTROL PLAN FOR OWNER AND/OR CITY APPROVAL AND PROVIDE ALL LIGHTS, SIGNS, (P) BARRICADES, FENCING, FLAGMEN OR OTHER DEVICES NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO oI=_ NORMAL WORKING HOURS. THE CONTRACTOR AGREES TO COMPLY WITH THE PROVISIONS OF THE TRAFFIC CONTROL PLAN AND THE LATEST EDITION OF THE "MANUAL ON UNIFORM (R) TRAFFIC CONTROL DEVICES," PART VI, FOR CONSTRUCTION SIGNAGE AND TRAFFIC CONTROL. ALL TEMPORARY AND PERMANENT TRAFFIC SIGNS SHALL COMPLY TO THE MANUAL ON COLA UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) WITH REGARD TO SIGN SHAPE, COLOR, SIZE, LETTERING, ETC. UNLESS OTHERWISE SPECIFIED. IF APPLICABLE, PART NUMBERS ON SIGNAGE DETAILS REFER TO MUTCD SIGN NUMBERS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ANY GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION OF ANY PORTION OF THIS PROJECT. GROUNDWATER SHALL MB BE PUMPED, PIPED, REMOVED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE FLOODING OF EXISTING STREETS NOR EROSION ON ABUTTING PROPERTIES IN ORDER TO ® CONSTRUCT THE IMPROVEMENTS SHOWN ON THESE PLANS. GROUNDWATER TO BE PUMPED SHALL BE TESTED, PERMITTED, AND PUMPED PER THE STATE OF COLORADO AND LOCAL GROUNDWATER DISCHARGING PERMIT REQUIREMENTS. 7. RIM AND GRATE ELEVATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY AND ARE NOT TO BE TAKEN AS FINAL ELEVATIONS. THE CONTRACTOR SHALL ADJUST RIMS AND OTHER 0 IMPROVEMENTS TO MATCH FINAL PAVEMENT AND FINISHED GRADE ELEVATIONS. 8. THE EXISTING AND PROPOSED ELEVATIONS OF FLATWORK, SIDEWALKS, CURBS, THRESHOLDS, PAVING, ETC. AS SHOWN HEREON ARE BASED ON EXTRAPOLATION OF FIELD SURVEY DATA, EXISTING CONDITIONS, AND DATA PROVIDED BY OTHERS. AT CRITICAL AREAS AND SITE FEATURES, CONTRACTOR SHALL HAVE FORMWORK INSPECTED AND APPROVED BY OWNER, OWNER'S REPRESENTATIVE, OR ENGINEER PRIOR TO PLACING CONCRETE. MINOR ADJUSTMENTS, AS APPROVED, TO PROPOSED GRADES, INVERTS, ETC. MAY BE REQUIRED TO PREVENT PONDING OR SLOPE NOT IN CONFORMANCE WITH MUNICIPAL STANDARDS. ALL FLATWORK MUST PREVENT PONDING AND PROVIDE POSITIVE DRAINAGE AWAY FROM EXISTING EV AND PROPOSED BUILDINGS, WALLS, ROOF DRAIN OUTFALLS, ACROSS DRIVES AND WALKS, ETC., TOWARDS THE PROPOSED INTENDED DRAINAGE FEATURES AND CONVEYANCES. 9. FINAL LIMITS OF REQUIRED ASPHALT SAWCUTTING AND PATCHING MAY VARY FROM LIMITS SHOWN ON PLANS. CONTRACTOR TO PROVIDE SAWCUT AND PATCH WORK TO ACHIEVE POSITIVE DRAINAGE AND A SMOOTH TRANSITION TO EXISTING ASPHALT WITHIN SLOPES ACCEPTABLE TO THE ENGINEER AND WITHIN MUNICIPAL STANDARDS. CONTRACTOR SHALL D PROVIDE ADDITIONAL SAWCUTTING AND PATCHING AT UTILITY WORK, CONNECTION POINTS TO EXISTING PAVEMENT AND FEATURES, ETC. THAT MAY NOT BE DELINEATED ON PLANS. 10.ANY EXISTING MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. TO BE PROTECTED AND TO REMAIN IN SERVICE. IF FEATURES EXIST, EXTEND OR LOWER TO FINAL SURFACE WITH LIKE KIND CAP WITH STANDARD CAST ACCESS LID WITH SAME MARKINGS. IN LANDSCAPED AREAS PROVIDE A CONCRETE COLLAR (18"x18"x6" THICK) AT ALL EXISTING AND PROPOSED MONITORING WELLS, CLEANOUTS, VALVE BOXES, ETC. 11. OWNER TO APPROVE ALL PRIVATE CONCRETE FINISHING, JOINT PATTERNS AND COLORING REQUIREMENTS PRIOR TO CONSTRUCTION. SUBMIT JOINT LAYOUT PLAN TO OWNER FOR 4 APPROVAL PRIOR TO CONSTRUCTION. SECTION CALLOUT 12.PIPE LENGTHS AND HORIZONTAL CONTROL POINTS SHOWN ARE FROM CENTER OF STRUCTURES END OF FLARED END SECTIONS ETC. SEE STRUCTURE DETAILS FOR EXACT HORIZONTAL CONTROL LOCATION. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ACTUAL PIPE LENGTHS TO ACCOUNT FOR STRUCTURES AND LENGTH OF FLARED END SECTIONS. SECTION NUMBER IDENTIFICATION 13.ALL SURPLUS MATERIALS, TOOLS, AND TEMPORARY STRUCTURES, FURNISHED BY THE CONTRACTOR, SHALL BE REMOVED FROM THE PROJECT SITE BY THE CONTRACTOR. ALL A DEBRIS AND RUBBISH CAUSED BY THE OPERATIONS OF THE CONTRACTOR SHALL BE REMOVED, AND THE AREA OCCUPIED DURING CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO SHEET WHERE THE SECTION IS ITS ORIGINAL CONDITION, WITHIN 48 HOURS OF PROJECT COMPLETION, UNLESS OTHERWISE DIRECTED BY THE MUNICIPALITY OR OWNER'S REPRESENTATIVE. - INDICATES SAME DRAWING 14.THE CONTRACTOR IS REQUIRED TO PROVIDE AND MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION, THE STATE OF COLORADO, MILE HIGH FLOOD DISTRICT "URBAN STORM DRAINAGE CRITERIA MANUAL VOLUME 3", THE M -STANDARD PLANS OF THE COLORADO DEPARTMENT OF TRANSPORTATION, AND THE Q DETAIL MARKER APPROVED EROSION CONTROL PLAN. JURISDICTIONAL AUTHORITY MAY REQUIRE THE CONTRACTOR TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AT THE CONTRACTOR'S EXPENSE DUE TO UNFORESEEN EROSION PROBLEMS OR IF THE PLANS DO NOT FUNCTION AS INTENDED. THE CONTRACTOR IS RESPONSIBLE FOR PROHIBITING SILT AND DEBRIS LADEN RUNOFF FROM LEAVING THE SITE AND FOR KEEPING ALL PUBLIC AREAS FREE OF MUD AND DEBRIS. THE CONTRACTOR IS RESPONSIBLE FOR RE-ESTABLISHING FINAL REVISION CLOUD GRADES AND FOR REMOVING ACCUMULATED SEDIMENTATION FROM ALL AREAS INCLUDING SWALES AND DETENTION/WATER QUALITY AREAS. CONTRACTOR SHALL REMOVE TEMPORARY REVISION NUMBER EROSION CONTROL MEASURES AND REPAIR AREAS AS REQUIRED AFTER VEGETATION IS ESTABLISHED AND ACCEPTED BY OWNER AND MUNICIPALITY. 15.ADA COMPLIANCE: THE CROSS -SLOPE OF ALL WALKS MUST BE LESS THAN 1:48 (20%) PERPENDICULAR TO DIRECTION OF TRAVEL. RUNNING SLOPE OF ACCESSIBLE WALKS MUST C: BE NOT STEEPER THAN 1:20 (5 0%) IN DIRECTION OF TRAVEL MAXIMUM GRADE OF ACCESSIBLE CURB RAMPS AND RAMPS IS 1:12 (83%) CURB RAMPS SHALL PROVIDE A NOTE: SHADED ITEMS REPRESENT EXIST FEATURES LANDING AT THE TOP AND RAMP RUNS PROVIDE LANDINGS AT THE BOTTOM AND TOP OF EACH RAMP RUN AT A SLOPE NOT TO EXCEED1:48. RAMPS RUNS EXCEEDING SIX INCHES SHALL INCLUDE HANDRAILS. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT TYPICAL REQUIRED GRADES FROM BEING ACHIEVED. ALL RAMPS, STAIRS, EDGE PROTECTION, AND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA STANDARDS. ACCESSIBLE CURB RAMPS SHALL CONFORM TO THE CDOT M -STANDARDS (SEE DETAIL M-608-1, ETC). ACCESSIBLE FEATURE WITHIN THE PUBLIC RIGHTS-OF-WAY SHALL BE CONSTRUCTED TO CONFORM TO THE LOCAL AUTHORITY HAVING JURISDICTION REQUIREMENTS. 16.PROTECT ALL TREES AND VEGETATION. PLACE CONSTRUCTION FENCING AT DRIP LINE OF TREES AND PLANTS NEAR THE WORK ZONE. DEEP WATER TREES WEEKLY. HAND EXCAVATION REQUIRED AT ROOT ZONES WHERE PROPOSED PAVING OR UTILITY WORK IS WITHIN DRIPLINE OF TREES. 17. SURVEY INFORMATION: 17.1. BENCHMARK INFORMATION: TOPOGRAPHIC INFORMATION WAS PROVIDED BY ENGINEERING SERVICE COMPANY. SEE ALTA/NSPS LAND TITLE SURVEY DATED 10/20/2020. BENCHMARK: CITY OF WHEAT RIDGE BM#13109-3 1/4" DIAMETER BRASS CAP F.S. NO. 13212 IN RANGE BOX BEING THE S 1/4 CORNER OF SECTION 17, T,3S., R.69W, OF THE 6TH P.M. ELEVATION: 5468.69 FEET (NAVA 1988 DATUM) PER SURVEY. COORDINATE AND VERIFY ALL VERTICAL AND HORIZONTAL DATA SHOWN IN SURVEY AND REPORT ANY IRREGULARITIES OR DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 17.2. BASIS OF BEARINGS: SEE PLANS. 17.3. HORIZONTAL CONTROL INFORMATION: HORIZONTAL CONTROL COORDINATES ARE BASED ON THE REFERENCED SURVEY AND ARE PROVIDED BY THE FOLLOWING POINTS AS SHOWN ON THE PLANS: CP -9000 N 3103988.51 E 1711529.22 ELEV 5434.68 CP -9004 N 3104032.15 E 1711345.17 ELEV 5430.26 CP -9002 N 3104034.98 E 1711432.70 ELEV 5434.43 18.4 SURVEY UTILITY LOCATION INFORMATION PER THE SURVEYOR: SUBSURFACE UTILITIES ARE SHOWN IN APPROXIMATE HORIZONTAL AND VERTICAL LOCATIONS CONSISTENT WITH ASCE 38-02 QUALITY LEVEL "B" (INFORMATION OBTAINED BY THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF VIRTUALLY ALL UTILITIES WITHIN THE PROJECT LIMITS. THE INFORMATION OBTAINED IN THIS MANNER IS SURVEYED TO PROJECT CONTROL.) AND QUALITY LEVEL "C" (INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D; INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS), AND BASED ON FIELD MEASUREMENTS PROVIDED BY THE OWNER AND THE CONTRACTOR. SUBSURFACE UTILITIES ARE NOT DEPICTED TO THE EXTENT SET FORTH IN ASCE 38-02 QUALITY LEVELS "A" (INFORMATION OBTAINED THROUGH THE NONDESTRUCTIVE EXPOSURE OF UNDERGROUND UTILITIES, AND ALSO PROVIDES THE TYPE, SIZE, CONDITION, MATERIAL AND OTHER CHARACTERISTICS OF UNDERGROUND FEATURES.). TO THE EXTENT DEEMED NECESSARY FOR THE PROTECTION OF PERSONS AND PROPERTY, POTHOLING OR OTHER PRECISE MAPPING MAY BE COMPLETED TO CONFIRM THE EXACT LOCATION OF ANY SUBSURFACE UTILITIES. NOTIFY OWNER AND ENGINEER WITH ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION.VISIT HTTPS://WWW. FH WA.DOT.GOV/PROGRAM ADM I N/SU EIN DEX. CFM FOR MORE INFORMATION. 18.THE CONTRACTOR AT THE CONTRACTORS EXPENSE SHALL FURNISH THE OWNER AND ENGINEER OF RECORD A COMPLETE SET OF CONSTRUCTION RECORD DRAWINGS ("AS-BUILTS") FOR THE CONSTRUCTED IMPROVEMENTS. THE AS -BUILT SET SHALL SHOW SUFFICIENT DIMENSION TIES TO PERMANENT SURFACE FEATURES OR NORTHING/EASTING POINTS FOR ALL BURIED FACILITIES TO ALLOW FOR FUTURE LOCATING. THE AS -BUILT SET SHALL SHOW AS -BUILT CONTOURS AND ELEVATIONS OF ASPHALT AND CONCRETE FLATWORK, FLOWLINES, GRADE BREAKS, STAIRS, CROSS -SLOPES, HIGH AND LOW POINTS, AND ADDITIONAL ELEVATIONS TO DEMONSTRATE IMPROVEMENTS WERE CONSTRUCTED PER PLANS. THE AS -BUILT SET SHALL SHOW ELEVATIONS OF ALL DETENTION/WATER QUALITY FACILITIES, INCLUDING BUT NOT LIMITED TO BERMS, SPILLWAYS, BASIN BOTTOM, PIPE INVERTS, AND CONTROL STRUCTURE FEATURES (AS SURVEYED AND STAMPED BY A CERTIFIED BLS.). THE AS -BUILT SET SHALL ALSO INCLUDE ELEVATIONS OF MANHOLES, PIPES, INLETS, GRATES, AND SIZES OF ALL UTILITIES. THE AS -BUILT SET SHALL SHOW ANY AND ALL VARIATIONS FROM THE APPROVED PLAN. ENGINEER WILL PRODUCE FINAL RECORD DRAWINGS. speeov.y�� v eu (2 ANDERSON HALLAS ARCHITECTS JVa, Inc. 13199ewee Will semen, co m eae.a10.1911 wwwJeelva.com Boulder Edo Collins. Winner Pard Glenwood springs. Denver 'U) W W CIDM O z 00 SURVEY LEGEND O Qp W_ WATER LINE BENCHMARK AS DESCRIBED x WATER VALVE J FOUND MONUMENT O ® WATER METER s Qp LL OO FOUND MONUMENT 7 FIRE HYDRANT Lu � YQ O S r ss SANITARY SEWER LINE ® TEST CP O SANITARY SEWER MANHOLE (TO) UTILITY LOCATED FROM MAP So STORM DRAINAGE LINE (AM) AS MEASURED AT TIME OF SURVEY ST STORM DRAINAGE MANHOLE (C) CALCULATED FROM RECORD AND AS CURB INLET MEASURED INFORMATION -UE- UNDERGROUND ELECTRICAL LINE (P) PLAT oI=_ OVERHEAD ELECTRICAL LINE (R) RECORDED COLA ELECTRICAL POLE o GUY WIRE MB MAILBOX ® ELECTRICAL TRANSFORMER 0 CONCRETE ER ELECTRICAL RISER EDGE OF ASPHALT EV ELECTRIC VAULT D GRAVEL K;( LIGHT POLE x FENCE 4 DECORATIVE LIGHT _ _ _ _ GUARDRAIL TO FIBEROPTIC LINE ® BOLLARD T TELEPHONE LINE TR TELEPHONE RISER -� SIGN x"/x' G GAS LINE CONIFEROUS TREE (TRUNK x"/x' DIAMETER/DRIP LINE RADIUS) INDICATION OF ACCESS DECIDUOUS TREE (TRUNK DIAMETER/DRIP LINE RADIUS) 0 BUILDING O BOULDER NOTE: SHADED ITEMS REPRESENT EXIST FEATURES LANDING AT THE TOP AND RAMP RUNS PROVIDE LANDINGS AT THE BOTTOM AND TOP OF EACH RAMP RUN AT A SLOPE NOT TO EXCEED1:48. RAMPS RUNS EXCEEDING SIX INCHES SHALL INCLUDE HANDRAILS. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT EXCEED 1:48 IN ALL DIRECTIONS. CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PLACEMENT OF FLATWORK OF SITE CONDITIONS OR DISCREPANCIES WHICH PREVENT TYPICAL REQUIRED GRADES FROM BEING ACHIEVED. ALL RAMPS, STAIRS, EDGE PROTECTION, AND RAILINGS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT ADA STANDARDS. ACCESSIBLE CURB RAMPS SHALL CONFORM TO THE CDOT M -STANDARDS (SEE DETAIL M-608-1, ETC). ACCESSIBLE FEATURE WITHIN THE PUBLIC RIGHTS-OF-WAY SHALL BE CONSTRUCTED TO CONFORM TO THE LOCAL AUTHORITY HAVING JURISDICTION REQUIREMENTS. 16.PROTECT ALL TREES AND VEGETATION. PLACE CONSTRUCTION FENCING AT DRIP LINE OF TREES AND PLANTS NEAR THE WORK ZONE. DEEP WATER TREES WEEKLY. HAND EXCAVATION REQUIRED AT ROOT ZONES WHERE PROPOSED PAVING OR UTILITY WORK IS WITHIN DRIPLINE OF TREES. 17. SURVEY INFORMATION: 17.1. BENCHMARK INFORMATION: TOPOGRAPHIC INFORMATION WAS PROVIDED BY ENGINEERING SERVICE COMPANY. SEE ALTA/NSPS LAND TITLE SURVEY DATED 10/20/2020. BENCHMARK: CITY OF WHEAT RIDGE BM#13109-3 1/4" DIAMETER BRASS CAP F.S. NO. 13212 IN RANGE BOX BEING THE S 1/4 CORNER OF SECTION 17, T,3S., R.69W, OF THE 6TH P.M. ELEVATION: 5468.69 FEET (NAVA 1988 DATUM) PER SURVEY. COORDINATE AND VERIFY ALL VERTICAL AND HORIZONTAL DATA SHOWN IN SURVEY AND REPORT ANY IRREGULARITIES OR DISCREPANCIES TO ENGINEER PRIOR TO CONSTRUCTION. 17.2. BASIS OF BEARINGS: SEE PLANS. 17.3. HORIZONTAL CONTROL INFORMATION: HORIZONTAL CONTROL COORDINATES ARE BASED ON THE REFERENCED SURVEY AND ARE PROVIDED BY THE FOLLOWING POINTS AS SHOWN ON THE PLANS: CP -9000 N 3103988.51 E 1711529.22 ELEV 5434.68 CP -9004 N 3104032.15 E 1711345.17 ELEV 5430.26 CP -9002 N 3104034.98 E 1711432.70 ELEV 5434.43 18.4 SURVEY UTILITY LOCATION INFORMATION PER THE SURVEYOR: SUBSURFACE UTILITIES ARE SHOWN IN APPROXIMATE HORIZONTAL AND VERTICAL LOCATIONS CONSISTENT WITH ASCE 38-02 QUALITY LEVEL "B" (INFORMATION OBTAINED BY THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF VIRTUALLY ALL UTILITIES WITHIN THE PROJECT LIMITS. THE INFORMATION OBTAINED IN THIS MANNER IS SURVEYED TO PROJECT CONTROL.) AND QUALITY LEVEL "C" (INFORMATION OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION TO QUALITY LEVEL D; INFORMATION DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS), AND BASED ON FIELD MEASUREMENTS PROVIDED BY THE OWNER AND THE CONTRACTOR. SUBSURFACE UTILITIES ARE NOT DEPICTED TO THE EXTENT SET FORTH IN ASCE 38-02 QUALITY LEVELS "A" (INFORMATION OBTAINED THROUGH THE NONDESTRUCTIVE EXPOSURE OF UNDERGROUND UTILITIES, AND ALSO PROVIDES THE TYPE, SIZE, CONDITION, MATERIAL AND OTHER CHARACTERISTICS OF UNDERGROUND FEATURES.). TO THE EXTENT DEEMED NECESSARY FOR THE PROTECTION OF PERSONS AND PROPERTY, POTHOLING OR OTHER PRECISE MAPPING MAY BE COMPLETED TO CONFIRM THE EXACT LOCATION OF ANY SUBSURFACE UTILITIES. NOTIFY OWNER AND ENGINEER WITH ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION.VISIT HTTPS://WWW. FH WA.DOT.GOV/PROGRAM ADM I N/SU EIN DEX. CFM FOR MORE INFORMATION. 18.THE CONTRACTOR AT THE CONTRACTORS EXPENSE SHALL FURNISH THE OWNER AND ENGINEER OF RECORD A COMPLETE SET OF CONSTRUCTION RECORD DRAWINGS ("AS-BUILTS") FOR THE CONSTRUCTED IMPROVEMENTS. THE AS -BUILT SET SHALL SHOW SUFFICIENT DIMENSION TIES TO PERMANENT SURFACE FEATURES OR NORTHING/EASTING POINTS FOR ALL BURIED FACILITIES TO ALLOW FOR FUTURE LOCATING. THE AS -BUILT SET SHALL SHOW AS -BUILT CONTOURS AND ELEVATIONS OF ASPHALT AND CONCRETE FLATWORK, FLOWLINES, GRADE BREAKS, STAIRS, CROSS -SLOPES, HIGH AND LOW POINTS, AND ADDITIONAL ELEVATIONS TO DEMONSTRATE IMPROVEMENTS WERE CONSTRUCTED PER PLANS. THE AS -BUILT SET SHALL SHOW ELEVATIONS OF ALL DETENTION/WATER QUALITY FACILITIES, INCLUDING BUT NOT LIMITED TO BERMS, SPILLWAYS, BASIN BOTTOM, PIPE INVERTS, AND CONTROL STRUCTURE FEATURES (AS SURVEYED AND STAMPED BY A CERTIFIED BLS.). THE AS -BUILT SET SHALL ALSO INCLUDE ELEVATIONS OF MANHOLES, PIPES, INLETS, GRATES, AND SIZES OF ALL UTILITIES. THE AS -BUILT SET SHALL SHOW ANY AND ALL VARIATIONS FROM THE APPROVED PLAN. ENGINEER WILL PRODUCE FINAL RECORD DRAWINGS. speeov.y�� v eu (2 ANDERSON HALLAS ARCHITECTS JVa, Inc. 13199ewee Will semen, co m eae.a10.1911 wwwJeelva.com Boulder Edo Collins. Winner Pard Glenwood springs. Denver 'U) W W CIDM O z 00 715 FOURTEENTH STREET GOLDEN, COLORADO 80401 P.(303)278 4378 E (303) 278 041 C0PYRIGHT2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS I PRORBITED WITHOUT THE wRITTEN CONSENT OF ANDERSON DALLAS ARCHITECTS, P.C. Project Number 2020660 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT ENERAL LEGEND, NOTES, AND ABBREVIATIONS CC.1 FJ5 O Qp L a� J � 0 Z s Qp LL W (D 7 Lu � rn O Q 715 FOURTEENTH STREET GOLDEN, COLORADO 80401 P.(303)278 4378 E (303) 278 041 C0PYRIGHT2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS I PRORBITED WITHOUT THE wRITTEN CONSENT OF ANDERSON DALLAS ARCHITECTS, P.C. Project Number 2020660 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT ENERAL LEGEND, NOTES, AND ABBREVIATIONS CC.1 W (n L UJ00 LL LL 0 � rn O LL r 715 FOURTEENTH STREET GOLDEN, COLORADO 80401 P.(303)278 4378 E (303) 278 041 C0PYRIGHT2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS I PRORBITED WITHOUT THE wRITTEN CONSENT OF ANDERSON DALLAS ARCHITECTS, P.C. Project Number 2020660 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT ENERAL LEGEND, NOTES, AND ABBREVIATIONS CC.1 I� I 3/12/2021 APPROXIMATE LIMITS ASPHALT SAWCUT ss ss Ss� a oo' \ \ O I I 03 0 0 � I \ CONCRETE I PAD ANDERSON I I I HALLAS I ARCHITECTS I MG GDRB A D GUTTER EXIST BLDG I FFE 5435.68 APPROXIMATE LIMIT OFI RE OVE CDNCR CONCRETE SAWCUT AT — — — B CAR NOT AITC ED i v",'```g•�,m`'`;," NEAREST JOINT I I TO CONCRETE PA . \% OWN UUY 0.13' rva, Inc. 1319lipm"9Cnn1 a9ultlx, CO III 301. 1951 www.JvaJva.wm DEMO ASPHALT Boulder. Fort Collins . Winner Pard 1 3 83 - Glenwood springs I Denver I I I STEP I I I y I COLUMNS TO BE PROTECTED IN PLACE AI I U I �I 23.09 R EXIST BLDG '� U) EEE 5435.68 Wr> Inin—z o 00 N I D o N Q o I I O EASTERN EXIT 0 J BUILDING DEMO CONCRETE SCALE: =5 N OVERHANG 0 z Q O 1 - W I I — � P K � 0 2 ww DEMO CONCRETE PAN / SD SID D B D D W V J L coMM 00 COMM -COMM aMu 1 � °MMS EXIST BLDG I 1 FEE 5435.68 £III LL O / /COMM 9711111 9711111 9711111 I O a r TREES BE PROTECTED \ o000 �`1 P\Y A No. Description Date / oMM/ GON019 �, o SID � M / EASTERN EXIT °MM W �a�� RO �� R� \ /S w Yc� /� / 715 FOURTEENTH STREET GOLDEN, COLORAD080401 so / ADA PARKING AREA P. POP 278-4378 ADA PARKING AREA F POPPYR nao4, SCALE: 1 =5 COPORIAUT] , ANY UNAUTHORIZED THOU UTHE TE WRITTEN CONSENT Is PROHIBITED WITHDALLAS ARCHWRITTENCONSENT oF. KEYMAP NTS NH9ER5aH 9NLLN5 NR 9lTE TS,P P.C. DEMOLITION LEGEND Project Number 2020630 •����������������• DEMO SUBSURFACE FEATURE 9�spyeougm_ Issue CONSTRUCTION DOCUMENTS DEMO SURFACE FEATURE �i Date 03.122021 ® DEMO BUILDING C.A.A. Drawn by CDH B c Checked by KAT ABANDON SUBSURFACE FEATURE G2o}n9 M`�3so LIMITS OF SAWCUT DEMO PEAK REMOVE EXISTING TREE PROTECT EXISTING TREE 5 0 5 10 SCALE IN FEET C 2 . 2 DEMOLITION NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY LOCATION AND PROTECTION. 2. ACTUAL LIMITS MAY VARY, CONTRACTOR IS RESPONSIBLE FOR ADJUSTING LIMITS OF DEMOLITION AND CONSTRUCTION AS NECESSARY. COORDINATE DEMOLITION REQUIREMENTS, LIMITS OF DEMOLITION, SALVAGE ITEMS, PROTECTION OF ITEMS TO REMAIN, TREES, FENCING, ETC. WITH OWNER, ARCHITECT, ENGINEER, AND RELEVANT CONSTRUCTION AND PHASING PLANS. 3. IF BUILDING DEMOLITION IS REQUIRED, REFER TO ARCHITECT AND APPLICABLE ENGINEERS FOR DETAILED DEMOLITION INFORMATION. 4. REPLACE EXISTING FLATWORK AT UTILITY TRENCHES AS REQUIRED. 5. ALL SAWCUTTING AND PAVEMENT REMOVAL SHOULD BE TO THE NEAREST JOINT. 6. ALL DRY UTILITY AND ELECTRIC DEMOLITION OR RELOCATION SHOULD BE COORDINATED WITH PROPERTY OWNER, UTILITY OWNER, MECHANICAL ENGINEER, AND ARCHITECT PRIOR TO CONSTRUCTION. 7. ALL NECESSARY EROSION AND SEDIMENTATION CONTROLS MUST BE INSTALLED PRIOR TO CONSTRUCTION. 8. CONTRACTOR TO COMPLY WITH ALL REGULATORY REQUIREMENTS FOR HAZARDOUS MATERIAL REMOVAL AND DISPOSAL. 9. REFER TO GENERAL NOTES FOR TREE PROTECTION. COORDINATE WITH LANDSCAPE ARCHITECT FOR TREE REMOVAL. 10. CONTRACTOR TO MAINTAIN SAFE PEDESTRIAN ACCESS. PROVIDE TEMPORARY ROUTE AND SIGNAGE AS NEEDED. 11. CONTRACTOR TO TAKE NECESSARY PRECAUTIONS TO PROTECT AND MAINTAIN SERVICES DURING CONSTRUCTION. 12 CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING FLATWORK OR SITE FEATURES NOT INTENDED FOR DEMOLITION. SD \\SD SD SD SD SD SD SD SO — � Sp Sp / — WINDOWWELL / — (TYPICAL) — / ACCESS \� — 1 _ POINT 5434.00 I JS or I - - - - - — — &� O I 921' i 9 \ 395 020 CONCRETE Mc30' I 1 REMOVABLE DOMED CONSTRUCTION MATT O 5p� III 1 ® CWA 1 VTC �O O �.--- -. ----. ------ IIIII . -- c 038 lb 391 OO O O -/ o / / / / / / 2 O / / 5k� ou / y , }.t -- I I \ I I a I y CONCRETE ! _-- -- /' l\ PAN \ 'r\-_ 15 ---- \ // i / SCL 13' EXIST BLDG FFE 5435.68 NG HEIGHT -28 09'± Sp SD - Sp B SD D ER tJ! / / 1 N t- 0 COMM COMM COMM— 009— 94.36 (TYPICAL) EXIST BLDG FFE 5435.68 01 SD A / "zrylo / � v h h x/5434 X0/5433?0 /.�/ COMM \ / / wP1X -" A' --- / \ AR �p0 5431 / cz0 O O CURBS 0 OPENING / SD NV C / r / s 0 Vd� So / 1NV OSS VsE STORM MANHOLE RIMC4297 wV IN (15" RCP N)-5423 77 INVIN 0 6" RCP E)A542057 INV OUT 06" RCP SMA542047 ED SID / / SD SD EROSION CONTROL LEGEND EXISTING INDEX CONTOUR 3/12/2021 EXISTING INTERMEDIATE CONTOUR PROPOSED INDEX CONTOUR PROPOSED INTERMEDIATE CONTOUR VTC F*] VEHICLE TRACKING CONTROL SGL ANDERSON -------- Sl SEDIMENT CONTROL LOG HAL LAS ARCHITECTS CS /yp CURB SOCK (3N CONCRETE WASHOUT AREA IIh fflei� ovoovas� EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT—OF—WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. s PVOOV �4a a�. a CA.4 Eu �Gz/ digs p�P"♦�c 10 0 10 20 SCALE IN FEET IVa, Inc. 13194PIuu SCnn1 Bnu13nr,CCBOB01 301A 1951 w vIsjI alwa.eam Boulder. Fort Collins. Winner Hard Glenwood springs. Denver IS W 69.21' 017 00 O Q pco a� J O i WLLIV POSTED ADDRESS11941 / 7 _ N L I_ / // / W00 23.69' i\/// / M6 J --------------------- LL H LL 0 O O a- MAIII OFF - - --_I^Be / - - - - - - C M - x/5434 X0/5433?0 /.�/ COMM \ / / wP1X -" A' --- / \ AR �p0 5431 / cz0 O O CURBS 0 OPENING / SD NV C / r / s 0 Vd� So / 1NV OSS VsE STORM MANHOLE RIMC4297 wV IN (15" RCP N)-5423 77 INVIN 0 6" RCP E)A542057 INV OUT 06" RCP SMA542047 ED SID / / SD SD EROSION CONTROL LEGEND EXISTING INDEX CONTOUR 3/12/2021 EXISTING INTERMEDIATE CONTOUR PROPOSED INDEX CONTOUR PROPOSED INTERMEDIATE CONTOUR VTC F*] VEHICLE TRACKING CONTROL SGL ANDERSON -------- Sl SEDIMENT CONTROL LOG HAL LAS ARCHITECTS CS /yp CURB SOCK (3N CONCRETE WASHOUT AREA IIh fflei� ovoovas� EROSION AND SEDIMENTATION NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR INSTALLING AND MAINTAINING ALL CONTROLS DURING INITIAL, INTERIM, AND FINAL CONDITIONS. 2. ALL CONTROLS SHALL BE INSTALLED WITHIN THE PROPERTY LINES UNLESS OTHERWISE SPECIFIED. WHEN CONSTRUCTION ACTIVITIES DISTURB ADJACENT AND/OR RIGHT—OF—WAY PROPERTIES, COORDINATION WITH PROPERTY OWNERS IS REQUIRED PRIOR TO CONSTRUCTION. s PVOOV �4a a�. a CA.4 Eu �Gz/ digs p�P"♦�c 10 0 10 20 SCALE IN FEET IVa, Inc. 13194PIuu SCnn1 Bnu13nr,CCBOB01 301A 1951 w vIsjI alwa.eam Boulder. Fort Collins. Winner Hard Glenwood springs. Denver IS W M MC f) In—nnZ 00 O Q pco a� J O i WLLIV 7 _ N L I_ C > W00 L7 t UJ J LL H LL 0 O O a- 715 FOURTEENTH STREET GOLDEN, COLORAD080401 P'. (303) 278 4378 E (303) 278 041 C0PYRIGHT2021 ANY UNAUTHORIZED USE of THESE DOCUMENTS IS PROHIBITED WTHOUT THE WRITTEN CONSENT OF ANDERSON DALLAS ARCHITECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT EROSION CONTROL PL -AN C C 1 . C I Concrete Washout Area (CWA) MM -1 12' TYP. CONCRETE WASHOUT AREA PLAN COMPACTED BERM AROUND /THE PERIMETER VEHICLE TRACKING CONTROL (SEE VTC DETAIL) OR OTHER STABLE SURFACE 2% SLOPE 1 T MIN. T ')i }3;'.,�'t. e:77 UNDISTURBED OR� COMPACTED SOIL VEHICLE TRACKING 8 X 8 MIN. CONTROL (SEE VTC SECTION A DETAIL ) CWA-1. CONCRETE WASHOUT AREA CWA INSTALLATION NOTES 1. SEE PUN VIEW FOR: -CWA INSTALLATION LOCATION. 2. DO NOT LOCATE AN UNLINED CWA WITHIN 400OF ANY NATURAL DRAINAGE PATHWAY OR WATERBODY. DO NOT LOCATE WITHIN 1,000' OF ANY WELLS OR DRINKING WATER SOURCES, IF SITE CONSTRAINTS MAKE THIS INFEASIBLE, OR IF HIGHLY PERMEABLE SOILS EXIST ON SITE, THE CWA MUST BE INSTALLED WITH AN IMPERMEABLE LINER (16 MIL MIN. THICKNESS) OR SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE GROUND STORAGE ARE SHOULD BE USED. 3. THE CWA SHALL BE INSTALLED PRIOR TO CONCRETE PLACEMENT ON SITE. 4. CWA SHALLINCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST B' BY IT SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1 OR FLATTER. THE PIT SHALL BE AT LEAST 3' DEEP. 5. BERM SURROUNDING SIDES AND BACK OF THE CWA SHALL HAVE MINIMUM HEIGHT OF 1'. 6. VEHICLE TRACKING PAO SHALL BE SLOPED 2% TOWARDS THE CWA. 7. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE CWA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CWA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. 8. USE EXCAVATED MATERIAL FOR PERIMETER BERM CONSTRUCTION. November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 MM -1 Concrete Washout Area (CWA) CWA LIAINTENAIDCG NOTES 1, INSPECT BMPs EACH WORKDAY, PND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AMC) PERFORM NECESSARY MAINTENANCE. 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION INSPECTIONS AND CORRECTNE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3, WHERE BMPs HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. THE CWA SHALL BE REPAIRED, CLEANED, OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE. CONCRETE MATERIALS, ACCUMULATED IN PIT, SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'. 5. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN A WATER -TIGHT CONTAINER AND DISPOSED OF PROPERLY, 6. THE CWA SHALL REMAIN IN PUCE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED, 7. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOP SOIL, SEED AND MULCH OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAIL MVRD FROM DOUGLAS Mi OREXMDO AND ME ON OF PNIII cn.PAAM. NOT AV/JlA®E A NITOOMr. NOTE: MANY JURISOICTIONS HAVE BMP DETAILS THAT VARY FROM LI STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. Sediment Control Log (SCL) SC -2 IFI . 115" . 'B' (MIN) WOODEN STAKE IS 9- DIAMETER (MIN) SEDIMENT CONTROL LOG Fa INA ." NOTESwG: IW OF SCL QIAM. / I.LARGER DIAMETER T P ED , ; SEDIMENT coNrRa / LOOS MAY NEED TO BE EMBEDDED DEEPER 4,rto 2.PLACE LOC AGAINST �. SIDEWALK OR BACK -,F CURB WHEN ADJACEYT TO THESE FEATURES TRENCHED SEDIMENT CONTROL LOG CENTER STAKE IN CONTROL LOG COMPACTED EXCAVATED 3• 9- DIAMETER (MIN) TRENCH SOIL J SEDIMENT CONTROL LOG FLOw -- $ DIAM. SCL (TYP.) 6' \/Y SECTION A TRENCHED SEDIMENT CONTROL LOG OVERLAP �- 41IIII11111111111111111WOODEN • /`�II�IIIIIIIIIIIIIIIIIIIL�II SEDIMENT LOG JOINTS CWA-3 CWA4 Urban Drainage and Flood Control District November 2010 November 2015 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SC -5 Rock Sock (RS) RS 115` (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH IFN` (MINUS) CRUSHED ROCK ENCLOSED IN WIRE MESH WIRE RE ENDS - - �AM 4" T06` MA% AT TO' ON BEDROCK OR GROUND SURFACE CURBS, OTHERWISE HARD SURFACE, 2' 6"-10" DEPENDING IN SOIL ON EXPECTED SEDIMENT LOADS ROCK SOCK SECTION ROCK SOCK PLAN MY CAP AT JOINT SHALL BE FILLED WITH AN ADEQUATE AMOUNT OF 1T5" (MINUS) CRUSHED ROCK AND WRAPPED WITH ADDITIONAL WIRE MESH SECURED TO ENDS OF ROCK ROCK SOCK, REINFORCED SOCK. AS AN ALTERNATIVE TO FILLING JOINTS TYPBETWEEN ADJOINING ROCK SOCKS WITH CRUSHED ROCK AND 12" 12" ADDITIONAL WIRE WRAPPING, ROCK SOCKS CAN BE OVERLAPPED (TYPICALLY 12 -INCH OVERLAP) TO AVOID GAPS. ROCK SOCK JOINTING GRADATION TABLE SIEVE SIZE MASS PERCENT PASSING Inininninz SQUARE MESH SIEVES DO NO. 4 2" 1g, 90100100 O 20 - 55 � 0- 15 g" 0-5 MATCHES SPECIFICATIONS FOR NO. 4 COARSE AGGREGATE FOR CONCRETE PER A45MT0 N4J. ALL ROCK SHALL BE FRACTURED FACE, ALL SLOES. ROCK SOCK INSTALLATION NOTES 1. SEE PLAN VIEW FOR: -LCCATION(S) OF ROCK SOCKS. 2. CRUSHED ROCK SHALL BE 1)5" (MINUS) IN SIZE WITH A FRACTURED FACE (ALL SIDES) AND SHALL COMPLY WITH GRADATION SHOWN ON THIS SHEET (05- MINUS). 3, WIRE MESH SHILL BE FABRICATED OF 10 GAGE POULTRY MESH, OR EQUIVALENT, WITH A MAXIMUM OPENING OF $', RECOMMENDED MINIMUM ROLL WIDTH OF 48- 4. WIRE MESH SHALL BE SECURED USING 'HOG RINGS" OR WIRE TIES AT 6' CENTERS ALONG ALL JOINTS AND AT 2" CENTERS ON ENDS OF SOCKS. 5. SOME MUNCIPAUTIES MAY ALLOW THE USE OF FILTER FABRIC AS AN ALTERNATIVE TO WIRE MESH FOR THE ROCK ENCLOSURE. RS -1. ROCK SOCK PERIMETER CONTROL Rock Sock (RS) SC -5 RD JT S R MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT Ell AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION, AND PERFORM NECESSARY MAINTENANCE, 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPB IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4 ROCK SOCKS SHALL BE REPLACED IF THEY BECOME HEAVILY SOILED, OR DAMAGED BEYOND REPAIR. 5. SEDIMENT ACCUMULATED UPSTREAM OF ROCK SOCKS SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY Fy OF THE HEIGHT OF ME ROCK SOCK. 6. ROCK SOCKS ARE TO REMAIN IN PLACE UNTIL THE UPSTREAM DISTURBED AREA IS STABNZED AND APPROVED BY THE LOCAL JURISDICTION. 7, WHEN ROCK SOCKS ARE REMOVED, Al DISTURBED AREAS SHALL BE COVERED WITH TOPSOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED AS APPROVED BY LOCAL JURISDICTION. (ORAL MMTED PROM TOWN OF PARKA, DOLgUDp AND ON OF MYgBA ODL RI NOT AVA AELE N WIIX.ID) NOTE: MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. UM THE DETAILS INCLUDED WITH THIS FACT SHEET SHOW COMMONLY USED, CONVENTIONAL METHODS OF ROCK SOCK INSTALLATION IN THE DENVER MEIRROPOUTAN AREA. MERE ARE MANY OTHER SIMILAR PROPRIETARY PRODUCTS ON THE MARKET. UDFCD NEITHER NOORSES NOR DISCOURAGES USE OF PROPRIETARY PROTECTION PRODUCTS; HOWEVER, IN ME EVENT PROPRIETARY METHODS ARE USED, THE APPROPRIATE DETAIL FROM THE MANUFACTURER MUST BE INCLUDED IN THE SWMP AND THE BMP MUST BE INSTALLED MID MAINTAINED AS SHOWN IN THE MANUFACTURER'S DETAILS. RS -2 Urban Drainage and Flood Control District November 2010 November 2010 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 SCL-3 SC -2 Sediment Control Log (SCL) )IMENT CONTROL LOG INSTALLATION NOTES SEE PLAN VIEW FOR LOCATION AND LENGTH OF SEDIMENT -0`:TrCL LOGS 2. SEDIMENT CONTROL LOGS THAT ACT AS A PERIMETER CONTROL SHALL BE INSTALLED PRIOR TO ANY UPGRADIENT LAND -DISTURBING ACTIVITIES. 3. SEDIMENT CONTROL LOGS SHALL CONSIST OF STRAW. COMPOST, EXCELSIOR OR COCONUT FIBER, AND SHALL BE FREE OF ANY NOXIOUS WEED SEEDS OR DEFECTS INCLUDING RIPS, HOLES AND OSMOUS WEAR. 4. SEDIMENT CONTROL LOGS MAY BE USED AS SMALL CHECK DAMS IN DITCHES AND SWALES. HOWEVER, THEY SHOULD NOT BE USED IN PERENNIAL STREAMS. 5. R IS RECOMMENDED THAT SEDIMENT CONTROL LOGS BE TRENCHED INTO THE GROUND TO A DEPTH OF APPROXIMATELY IS OF THE DIAMETER OF THE LOC, IF TRENCHING TO THIS DEPTH IS NOT FEASIBLE AND/OR DESIRABLE (SHORT TERM INSTALLATION WITH DESIRE NOT TO DAMAGE LANDSCAPE) A LESSER TRENCHING DEPTH MAY BE ACCEPTABLE WITH MORE ROBUST STAKING. COMPOST LOGS THAT ARE 8 LB/FT DO NOT NEED TO BE TRENCHED. 6. THE UPHILL SIDE OF THE SEDIMENT CONTROL LOG SHALL BE BACKFILLED WITH SOIL OR FILTER MATERIAL THAT IS FREE OF ROCKS AND DEBRIS, THE SOIL SHALL BE TIGHTLY COMPACTED INTO THE SHAPE OF A RIGHT TRIANGLE USING A SHOVEL OR WEIGHTED LAWN ROLLER OR BLOWN IN PLACE. 7. FOLLOW MANUFACTURERS' GUIDANCE FOR STAKING. IF MANUFACTURERS' INSTRUCTIONS DO NOT SPECIFY SPACING, STAKES SHALL BE PLACED ON 4' CENTERS AND EMBEDDED A MINIMUM OF 6' INTO THE GROUND. 3" OF THE STAKE SHALL PROTRUDE FROM THE TOP OF THE LOC. STAKES THAT ARE BROKEN PRIOR TO INSTALLATION SHALL BE REPLACED. COMPOST LOGS SHOULD BE STAKED 10' ON CENTER. SEDIMENT CONTROL LOG MAINTENANCE NOTES 1. INSPECT BMPs EACH WORKDAY, AND MAINTAIN THEM IN EFFECTIVE OPERATING CONDITION. MAINTENANCE OF BMPs SHOULD BE PROACTIVE, NOT REACTIVE INSPECT BMPs AS SOON AS POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE EROSION. AND PERFORM NECESSARY MAINTENANCE 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMPs IN EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED THOROUGHLY. 3. WHERE BMPs HAVE FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF THE FAILURE. 4. SEDIMENT ACCUMULATED UPSTREAM OF SEDIMENT CONTROL LOG SHALL BE REMOVED AS NEEDED TO MAINTAIN FUNCTIONALITY OF THE BMP, TYPICALLY WHEN DEPTH OF ACCUMULATED SEDIMENTS IS APPROXIMATELY 15 OF THE HEIGHT OF THE SEDIMENT CONTROL LDC. 5. SEDIMENT CONTROL LOG SHALL BE REMOVED AT THE END OF CONSTRUCTION.COMPOST FROM COMPOST LOGS MAY BE LEFT IN PUCE AS LONG AS BAGS ARE REMOVED AND THE AREA SEEDED. IF DISTURBED AREAS EXIST AFTER REMOVAL, THEY SHALL BE COVERED WITH TOP SOIL, SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE LOCAL JURISDICTION. (DETAILS ADAPTED FROM TOWN OF PARKER. DOLDRMO. JEFFERSON COUNTY. ODUMADO, COUNWAS COWRY, COLORADO, AND ON OF AURORA COLORADO. NOT AVAO.WIE IN AUIOCAO) NQKF; MANY JURISDICTIONS RAVE BMP DETAILS THAT VARY FROM UDFCD STANDARD DETAILS. CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN DIFFERENCES ARE NOTED. RS -3 SCL-6 Urban Drainage and Flood Control District November 2015 Urban Storm Drainage Criteria Manual Volume 3 ANDERSON HALLAS ARCHITECTS LVA, Inc. 13H Sprue Amt Boull ea"3D1 309."4.1951 WWW.lvalval Boulder. Pore coons. Winter Park Glenwood springs. Denver S W�F� M O Inininninz z DO O Q � O a� 2 -8 CY J Q W UI N W > W Cl L DO UJ J CD LL LL 0 O O LL r Date 7I5 FOURTEENTH STREET GOLDEN, COLORADO 80401 P'. (303) 278 4378 F (303) 278 0521 COPYRIGHT2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHITECTS, P.C. Project Number 2020660 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT EROSION CONTROL DETAILS CC1.1 (ID9 1�► ANDERSON HALLAS ARCHITECTS Vehicle Tracking Control (VTC) SM -4 SM -4 Vehicle Tracking Control (VTC) Al �r,at "" a.mt, a.mwaox sos.eaa.1.xssx wwwJva)va.com Boulder. Fort Collins • Winter Park Glenwood Springs I Denier VTC/ VTC STABILIZED CONSTRUCTION FINTRANCE/l INSTALLATION NOTES CM TR 1. SEE PUN MEW FOR III -LOCATION OF CONSTRUCTION ENmANCE(S)/E%IT(5). -TYPE OF CONSTRUCTION ENTRANCES)/EXITS(S) (WITH/WITHOUT WHEEL WASH, CONSTRUCTION MAT OR TRM). 2. CONSTRUCTION MAT OR TRM STABILIZED CONSTRUCTION ENTRANCES ARE ONLY TO BE USED ON SHORT DURATION PROJECTS (TYPICALLY RANGING FROM A WEEK TO A MONTH) DISTURBED AREA. WHERE THERE WILL BE LIMITED VEHICULAR ACCESS. CONSTRUCTION SITE. STABILIZED STORAGE AREA 3. A STABIUZEO CONSTRUCTION ENTRANCE/EXIT SHALL BE LOCATED AT ALL ACCESS POINTS OR STAGING AREA WHERE VEHICLES ACCESS THE CONSTRUCTION SITE FROM PAVED RIGHT-OF-WAYS. EXISTING4. STABILIZED CONSTRUCTION ENTRANCE/W SHALL BE INSTALLED PRIOR TO ANY LAND PAVED CONSTRUCTION MATS, WOVEN OR TRM DISTURBING ACTIVITIES. ROADWAY S. A NON -WOVEN GEOIE%TIIE FABRIC SHALL BE PLACED UNDER THE STABILIZED 50' MIN CONSTRUCTION ENTRANCE/EXIT PRIOR TO THE PLACEMENT OF ROCK. 6. UNLESS OTHERWISE SPECIFIED BY LOCAL JURISDICTION. ROCK SHALL CONSIST OF DOT SECT. #703, A4SHT0 03 COARSE AGGREGATE OR 6- (MINUS) ROCK. W `/ / � M o I . INSPECT BMP. EACH WORKDAY, AND MAINTAIN THEM IN EFFECT VE OPERATING CONDITION. 7 C t8' MIN MAINTENANCE OF El SHOULD BE PROACTIVE, NOT REACTIVE. INSPECT BMP. AS SOON AS L 00 POSSIBLE (AND ALWAYS WITHIN 24 HOURS) FOLLOWING A STORM THAT CAUSES SURFACE O'6 STAKSPIKES OR EROSION, AND PERFORM NECESSARY MAINTENANCE. IEir OES 2. FREQUENT OBSERVATIONS AND MAINTENANCE ARE NECESSARY TO MAINTAIN BMP. IN ` V EFFECTIVE OPERATING CONDITION. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE M1OG`' TRM END OVERLAP WITH DOCUMENTED THOROUGHLY. O 6 �G SPIKES OR STAKES < QO'fyyll4CONSTRUCTION MATS. WOVEN 3. WHERE BMPa HAVE FAILED. REPAIR OR REPLACEMENT SHOULD BE INITIATED UPONTO R O<tiP G. OR TURF REINFORCEMENT STRAP DISCOVERY OF THE FAILURE. ����? MAY (TRM) CONNECTORS �_ 4. ROCK SHALL BE REAPPLIED OR REGRADED AS NECESSARY TO THE STABILIZED [ 7 J LL o ENTRANCE/EXIT TO MAINTAIN A CONSISTENT DEPTH. CONSTRUCTION MAT END a L4 OF RESTRICT CONST. VEHICLE OVERLAP INTERLOCK WITH 5. SEDIMENT TRACKED ONTO PAVED ROADS IS TO BE REMOVED THROUGHOUT THE DAY AND Q L ACCESS TO SIDES OF MAT STRAP CONNECTORS AT THE END OF THE DAY BY SHOVEUNG OR SWEEPING. SEDIMENT MAY NOT BE WASHED T DOWN STORM SEWER DRAINS. O 1 NQTE' MANY JURISDICTIONS HAVE BMP DETAILS THAT VARY FROM UDFCO STANDARD DETAILS. 20' OR AS REQUIRED CONSULT WITH LOCAL JURISDICTIONS AS TO WHICH DETAIL SHOULD BE USED WHEN (n TO ACCOMMODATE 04FFERENCES AAE NOTED `.! ANTICIPATED 1 1 I C TRAFFIC (WIDTH (RTALS AWNED All CHY OF a Mn 0. COLORADO. Not AVNU$E N AsNOl CAN BE LESS IF CONST. VEHICLES LJ— i ARE PHYSICALLY Q CONFINED ON BOTH , , 1 U) SIDES) W vJs... J ao VTC -3. VEHICLE TRACKING CONTROL W1 CONSTRUCTION U J y MAT OR TURF REINFORCEMENT MAT (TRM) LL 0 Ict 0)LLO November 2010 Urban Drainage and Flood Control District VTC -5 VTC -6 Urban Drainage and Flood Control District November 2010 Urban Storm Drainage Criteria Manual Volume 3 Urban Storm Drainage Criteria Manual Volume 3 7I5 FOURTEENTH STREET GOLDEN, COLORAD080401 P'. COD 278 4378 F. COD 278 0521 C0PYRIGHT2f21 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHITECTS, P.C. Project Number 2020660 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT EROSION CONTROL sApeovgA DETAILS v su ��A�ng DN`y\oc CEI, E1, 2 E N 1711480.65 E3104004.45 I I ASPHALT T -PATCH 1 (TYP) CD1.0 I , 1 ASPHALT PAVING, CROSS-SECTION BASED OFF OF MINIMUM STANDARDS VERIFY EXISTING CONDITIONS AND CONTACT ENGINEER WITH ANY DISCREPANCIES. I 34.50 MEQ I I i ' I A ' ' I A A ' I iA ' I A, CONCRETE PAN CD I I I I I I I I I 34.66 34.61 038- 34.74 34. -.--4DA PARKING SYMBOL CD1.0 ' (TYP) i o' \A -- ADA RAMP TYPE 2C "1711444.56 C1.0 E31 0401S5161 34.27 FLS 34.20 FL y 1� K 1 34. 391 CATCH CURB ADA RAMP TYPE 18 - 34.94 I I� l X34 65 ME 480.64 34.23y� b9.44 N \ X35.3 WALL ATTACHED ADA SIGN \\." ADA RAMP R7-8 35.56 3.59' 1 35.6 1A SOO' 07' 12"E 35 9 \ AA 00' 2 36. A 0% CD1.1 EXPANSION JOINT(TYP) A 34.86 7 35.68 AT BUILDING AND CD1.0 ADA SIGN COLUMNS `� BEGIN TRANSITION TO 8" CURB IN NC sod "1711445.82 35.51 GB B ARD E3104061.97 As �\b -- ---R - 23.08' i SPILL CURB U 35.49\ TO 1 \ 35.55 GB � 34.98 BG 8 CURB CATCH TO SPILL CD1.O 34\71 35.45 35.68 GRADE BREAK (1 P) C , TRNSITION QCDCRETE PAVVPMENTAAAy\ / 1 ,7 As 0 286' \ y_ _ 35.38 3 . TO 7 5 ' /' 34.59 CATC CURB \ 7 ' HAND RAIL, `34.38 \ \I BEGIN TRANSITION TO 0" CURB/A 434.84 AL=7.86' -0'1,4.36 R=4.00' Q y, 4 400 /A-11232'53" 9 34.17 ' a 34.28- CONCRETE N1711427.24 1 I1 34.06 FL - E3104004.50 1 PAN \N1711428.60 34.20 ME 3104031.31 34. 34.11 MEJ \\ TRANSITION CONCRETE PAN TO CURB AND GUT R / 1.5' URB AND GUTTER - / DRAINAGE MAP LEGEND WALL ATTAC ED _ ' \Sz27 EXISTING INTERMEDIATE CONTOUR PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY PROPOSED INDEX CONTOUR VAN ACCE IBLE ADA +03.3 EXISTING SPOT ELEVATION +03.54 PROPOSED SPOT ELEVATION SIGN NO TO THEIR ORIGINAL CONDITIONS. / ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE _ 34.72 BG,� R7-8 A D R7-83 EXIST BLDG --_____ --- ARE 35.39 PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT C > FINISHED GRADES (EXPOSED WALL, CAP/FOOTER, ETC.) 0,55°/40300- 4" CONCRETE CURB TO BE ADDED EEE 5435.68 711430. J J UP TO EXISTING GRADES AGAINST 10403.30 >� LL BUILDING AND COLUMN FACIA TO COVER ANY / O 4/ r UNACCEPTABLE EXISTING MASONRY SIi10N--_--_-- ALK ITT 6" TURD-'� CUP 8.2 0 5.00' 35.25 35.3 0.13' LANDING BUILDING HEIGHT=28.09'± 0" URB CD1.1 0 EDGE 9 / T05 TURNED / DOW E 50 / O 35.8 _ _ 54.5'\ 34.23y� b9.44 N \ X35.3 WALL ATTACHED ADA SIGN \\." ADA RAMP R7-8 35.56 3.59' 1 35.6 1A SOO' 07' 12"E 35 9 \ AA 00' 2 36. A 0% CD1.1 EXPANSION JOINT(TYP) A 34.86 7 35.68 AT BUILDING AND CD1.0 ADA SIGN COLUMNS `� BEGIN TRANSITION TO 8" CURB IN NC sod "1711445.82 35.51 GB B ARD E3104061.97 As �\b -- ---R - 23.08' i SPILL CURB U 35.49\ TO 1 \ 35.55 GB � 34.98 BG 8 CURB CATCH TO SPILL CD1.O 34\71 35.45 35.68 GRADE BREAK (1 P) C , TRNSITION QCDCRETE PAVVPMENTAAAy\ / 1 ,7 As 0 286' \ y_ _ 35.38 3 . TO 7 5 ' /' 34.59 CATC CURB \ 7 ' HAND RAIL, `34.38 \ \I BEGIN TRANSITION TO 0" CURB/A 434.84 AL=7.86' -0'1,4.36 R=4.00' Q y, 4 400 /A-11232'53" 9 34.17 ' a 34.28- CONCRETE N1711427.24 1 I1 34.06 FL - E3104004.50 1 PAN \N1711428.60 34.20 ME 3104031.31 34. 34.11 MEJ \\ TRANSITION CONCRETE PAN TO CURB AND GUT R / 1.5' URB AND GUTTER - / DRAINAGE MAP LEGEND u EXISTING INDEX CONTOUR _ ' \Sz27 EXISTING INTERMEDIATE CONTOUR PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY PROPOSED INDEX CONTOUR - PROPOSED INTERMEDIATE CONTOUR +03.3 EXISTING SPOT ELEVATION +03.54 PROPOSED SPOT ELEVATION t C I CD1.1 2 i ACY 34.62 0.9% 34.69 I 35.22 v N O O 0 N1711436.03MI M 711436.06 Q X00 h N171)435.65 E3104035,29 E y04048.15 ^� / N1711430. 8 --- 34.80 BG E3 E3US4061.78 G 131 Q47056. U NG O yR34p EXISTING ROCK MOLCH 33.49 ME N1711414. 34.71 -�_ - 35.22 TG 35.2 TGA 'S;h_, �' - TO BE REMOVED, STOCKPILFF�� MAP EXISTING PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY PLAN USING - AND REPLACLD AT NEW GICADES i 34.71 3¢,-72 BG� "Sq M° `J43��0 AFJE-R C NO TO THEIR ORIGINAL CONDITIONS. / ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE _ 34.72 BG,� riLL D URBED L G IF WALL IS SHOWN, TO DENOTES THE FINISHED GRADE ADJACENT TO 0" CURB / --_____ --- ARE PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT C > FINISHED GRADES (EXPOSED WALL, CAP/FOOTER, ETC.) 0,55°/40300- (n t 711430. J J 10403.30 >� LL 0 / O 4/ r 7114 0.4 1040 1.6QDN�TRA SIi10N--_--_-- ALK ITT 6" TURD-'� 0" URB CD1.1 0 EDGE / T05 TURNED / DOW E 50 / GOMM- _ _ 54.5'\ / -------' GOMM - II / S22'/38' 53"Y '� ----'- / 17./7' �� 443\p0 coMM/ / _, / //coMM A A, - ADA PARKING AREA SCALE: 1 =5 Goll R7-8 GRADING AND DRAINAGE NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES MAP EXISTING PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY PLAN USING LOCATION AND PROTECTION. 2. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION COMPLETION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. 3. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS TO THEIR ORIGINAL CONDITIONS. 4. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE UNLESS OTHERWISE SPECIFIED. 5. IF WALL IS SHOWN, TO DENOTES THE FINISHED GRADE ADJACENT TO THE HIGH SIDE OF THE WALL. BG DENOTES THE FINISHED GRADE I ADJACENT TO THE LOW SIDE OF THE WALL. REFER TO ARCH PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT C > FINISHED GRADES (EXPOSED WALL, CAP/FOOTER, ETC.) W00 Goll HORIZONTAL CONTROL NOTES: 1. ALL DIMENSIONS AND RADII ARE TO FACE OF CURB, FACE OF BUILDING AND EDGE OF WALK UNLESS OTHERWISE NOTED. 2 CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING FLATWORK OR SITE FEATURES NOT INTENDED FOR DEMOLITION. 1 REFER TO GRADING AND DRAINAGE PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. SIGNAGE LEGEND R7-8 IRRIGATION NOTES: Innininni 1. PRIOR TO CONSTRUCTION, CONTRACTOR TO TEST AND MAP EXISTING SYSTEM WITH OWNER, AND SUBMIT REVISED IRRIGATION PLAN USING LIKE -KIN EQUIPMENT, PARTS, SPRAY HEADS, ETC. Q 2. CONTRACTOR TO TEST REVISED IRRIGATION SYSTEM AT COMPLETION OF CONSTRUCTION. p 2 3. RELOCATE IRRIGATION BOXES OUT OF PROPOSED WALK. 4. AMEND SOIL AND ADD SOD AT ALL DISTURBED AREAS. TOPSOIL SUBGRADE TO BE 2" BELOW ADJOINING WALK. HORIZONTAL CONTROL NOTES: 1. ALL DIMENSIONS AND RADII ARE TO FACE OF CURB, FACE OF BUILDING AND EDGE OF WALK UNLESS OTHERWISE NOTED. 2 CONTRACTOR TO REPAIR/REPLACE ALL DAMAGE TO EXISTING FLATWORK OR SITE FEATURES NOT INTENDED FOR DEMOLITION. 1 REFER TO GRADING AND DRAINAGE PLAN FOR FURTHER INFORMATION PERTAINING TO CURB & GUTTER, CHASES, AND DRAINAGE PANS. SIGNAGE LEGEND R7-8 M Cl Innininni Z R7 -8a vee acccssleLc RESERVED PARKING ® VERIFY EXISTING GRADES PRIOR TO CONSTRUCTION REMOVE CONCRETE NECESSARY TO MAINTAIN 2% CROSS -SLOPE 2 STEP WITH 2 7s" RISERS C2 AND ONE 12" RUN I SE Doss \ ss -Sy�2 I ESQ C ` I o 42J ` I S� ` I C I \\ \ \ � P I 5834.00, \ I II 1 � I I I 1 1171150444 311104160.99 I 11 1N17115(.4 E3TOT 1.5 S�pSO I 34.22 3¢.201 I �\ 34.25 1 34.271 Rnk SS 3/12/2021 I ETE I ANDERSON HALLAS ARCHITECTS A f EXISTING R CK iTM1�1LCH TO BE REM VED, STQCKPILED, AND FELLA D AT NEW,GRADES AFTER CONS UCTION ALONE ALL DISTURB D LANDSCAPING`, AREAS. .31 BOSS .54 TOS i I 383, b 35.64 TOS ,07 o EXPANSION JOINT I ` q 54 L ,n 3) 54 TG 35.64 64 J £ STEP Co .1 8' I U NED DOWN EDGE I II I II \ 1 A N5°l 15.0 5 N E 10/41611 EXIST BLDG - yN!N��S°' ;I� EEE 5435.68 11 IS II , I Sti /I I a', / l EASTERN EXIT SCALE: 1 =5 w -SD- SD D B D rm EXIST BIDG FEE 5435.68 liff 17 ■INII� Tin nJ ' � �� �� !_1111■ ADA PARKING AREA sa KEYMAP NTS - SD - EASTERN EXIT spbbbtt Asso �2J✓ �Gi/Q./�0 �AN�y���� 5 0 5 10 SCALE IN FEET JV&leu 19199ereee street InullCO=02 303."9.1991 w alvefve.coln Boulder FOP Collins. Wnter Park Glenwood springs. Denver I W U' M Cl Innininni Z 00 Q �O p 2 � J � 0 W I 7 ww C > W00 (n t U J J LL >� LL 0 O 0 r 715 FOURTEENTH STREET GOLDEN, COLORAD080401 P'. (303) 278 4378 E POP 2780521 C0PYRIGHT2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHOLES WITHOUT THE WRITTEN CONSENT OF ANDERSON DALLAS ARCHITECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT CIVIL SITE PLAN C1.0 12" (TYP) Z -U EXISTING MILL & Ir PAVEMENT OVERLAY I SURFACE (2" THICK) EXISTING ASPHALT EXISTING SUBGRADE OVEREXCAVATED, MOISTURE -TREATED, AND NOTE: RECOMPACTED SUBGRADE PER PAVEMENT SECTION 1. MATCH EXISTING DEPTH TV' (ASSUMES 5" EXISTING DEPTH) 2. MATCH EXIST SUBGRADE DEPTH UNLESS OTHERWISE SPECIFIED 3. APPLY TACKIFIER AT SAWCUT AND MILL PRIOR TO PAVING. ASPHALT "T" PATCH DETAIL NTS C1.0 EXPANSION JOINT FOR CONC ONLY JOINT NOT REQUIRED FOR LANDSCAPE OR ASPHALT 10' MAX (SEE THIS SHEET FOR JOINT DETAILS) BACK OF CURB LIP CONTRACTION / EXPANSION JOINT FLOWLINE (SEE THIS SHEET FOR JOINT DETAILS) 1'-6" 1'-6" 12" (TYP) zv"� ".'.7"SPILL CATCH OVEREXCAVATED, MOISTURE -TREATED, AND RECOMPACTED SUBGRADE PER PAVEMENT SECTION, (TYP) 1' CURB AND GUTTER (MEDIAN) PRIVATE CURB AND GUTTER DETAIL/077\ NTS o 4' MIN. o (SEE PLANS) ' M �1 m 3% 6' 4' MIN. 6' r �rA CURB RAMP TYPE 1B DETAIL CONCRETE CURB AND GUTTER (TYP) MIN 5' LANDING/ r B TURNING TURNING SPACE CURB `SPACE RAMP 5 // 5' C MIN FT - ry 0 o I 1 N N 0 8 39 MM K ARIES 2 B CURB RAMP TYPE 2C 2 DETECTABLE � z CDH WARNING FL 9 5' MIN. RAMP O WHEELCHAIR -,� 6" TO 8" 6" MIN, � j J TOP OF 2.0% 8.3% MAX. 5% PAVEMENT 12" (TYP) Z -U EXISTING MILL & Ir PAVEMENT OVERLAY I SURFACE (2" THICK) EXISTING ASPHALT EXISTING SUBGRADE OVEREXCAVATED, MOISTURE -TREATED, AND NOTE: RECOMPACTED SUBGRADE PER PAVEMENT SECTION 1. MATCH EXISTING DEPTH TV' (ASSUMES 5" EXISTING DEPTH) 2. MATCH EXIST SUBGRADE DEPTH UNLESS OTHERWISE SPECIFIED 3. APPLY TACKIFIER AT SAWCUT AND MILL PRIOR TO PAVING. ASPHALT "T" PATCH DETAIL NTS C1.0 EXPANSION JOINT FOR CONC ONLY JOINT NOT REQUIRED FOR LANDSCAPE OR ASPHALT 10' MAX (SEE THIS SHEET FOR JOINT DETAILS) BACK OF CURB LIP CONTRACTION / EXPANSION JOINT FLOWLINE (SEE THIS SHEET FOR JOINT DETAILS) 1'-6" 1'-6" 12" (TYP) zv"� ".'.7"SPILL CATCH OVEREXCAVATED, MOISTURE -TREATED, AND RECOMPACTED SUBGRADE PER PAVEMENT SECTION, (TYP) 1' CURB AND GUTTER (MEDIAN) PRIVATE CURB AND GUTTER DETAIL/077\ NTS o 4' MIN. o (SEE PLANS) ' M �1 m 3% 6' 4' MIN. 6' r �rA CURB RAMP TYPE 1B DETAIL CONCRETE CURB AND GUTTER (TYP) MIN 5' LANDING/ r B TURNING TURNING SPACE CURB `SPACE RAMP 5 // 5' C MIN FT - ry 0 o I 1 N N 0 8 39 MM K ARIES 2 B CURB RAMP TYPE 2C 1/8" R 1/3 OF CONCRETE TOOLED JOINT ifi//-ORR SAlWCUT THICKNESS ASI-3055 NOTE: CONTRACTION JOINTS AT INTERVAL TO MATCH WIDTH OF SIDEWALK (TYP). CONTRACTION JOINT DETAIL ri NTS REV DATE 01 2016 C1.0 A CATCH GUTTER A 2' MIN - 5' MAX 0 1'/FT 0.08 (1' GUTTER) 0.12 (1.5' GUTTER) 0.15 (2' GUTTER) SECTION A -A PEDESTRIAN CURB 6" x 12" (SEE NOTE 18) CONCRETE PER CURB SEE NOTE 18 FL CURB SLOPE PEDESTRIAN TRANSITION CURB (SEE NOTE 18) SIDEWALK 83% 2, 4Z%' MAX. MIN MIN. GUTTER FACE OF CURB DETECTABLE WARNING CURB RAMP TYPE 4A S N ACCESSIBLE SYMBOL DETAIL NTS c1.o R USE WITH VERTICAL OR IUNTABLE CURB INDICATED IN PLANS L•] 2' MIN - 5' MAX 0.0 1/2./FT -0.04 (1' GUTTER) -0.06 (1.5' GUTTER) -0.08 (2' GUTTER) SECTION B -B 5' MIN. FL 2' 6" TO 8" SEE NOTE 16 ;ETECTABL GTOP OF 5% PAVEMENT 2.0% 1 Tee MAX 6" RAMP 8" SECTION B PAVERS 6' MIN. (SEE PLANS) 5' MIN SIDEWALK 1 GRADE BREAK 6" MIN. 8.39 "MAX. GRADE BREAK 3/8" EXPANSION 1 CURB RAMP CONCRETE JOINT (TYP.) PEDESTRIAN CURB SECTION C (SEE NOTE 18) CURB RAMP DETAIL e NTS o T 0 CAULK VOID SPACE BETWEEN SIGN POST AND ANCHOR POST PAINTED 6"0 SCT 40 STL PIPE FILL W/ GONG EXP JT WHEN - ADJ TO GONG PVMT, (TYP) R7-8bL R7-8bC R7-8bR \/ \/\\ \\�\ NOTES: /// 1. SIGNS SHALL CONFORM TO MUTCD \// STANDARDS FOR MATERIAL AND .� PLACEMENT, SEE DETAIL 5-614-2. // \/ a // 2. CLASS 1 SIGNS SHALL BE A MIN. OF o 4 0.080 GAUGE ALUM. (12"-36") AND 0.100 GAUGE ALUM (36" OR LARGER). //\� J. SIGNS MAY REQUIRE SPECIAL PLACEMENT OR ROTATION. COORDINATE WITH ENGINEER. V-6' 4. STL PIPE SHALL BE PAINTED PER SPECIFICATIONS SIGN W1 BOLLARD DETAIL NTS C1.0 GONG ENCASEMENT CONCRETE PAVING OVEREXCAVATED, MOISTURE -TREATED AND RECOMPACTED SUBGRADE PER SPECIFICATIONS NOTES: 1. CONCRETE THICKNESS: 6" FOR DRIVES AND WALKS 2. SEE SPECIFICATIONS FOR REINFORCEMENT REQUIREMENTS. 3. SEE CONTRACTION JOINT AND EXPANSION JOINT DETAILS. 12" x 18" ALUM SIGN (.100 GA) WITH TWO TL -3806 PG DRIVE RIVETS & WASHERS f1 1/2" SQUARE GALS STEEL POST TWO TL -3806 DRIVE RIVETS 0 1 3/4" SQUARE GALV STEEL ANCHOR POST 2" CROWN SIGN OPTMS RESERVED PARKING R7-8 VAN ACCESSIBLE 2 DETECTABLE � z CDH WARNING FL KAT 5' MIN. RAMP O WHEELCHAIR -,� 6" TO 8" 6" MIN, � J TOP OF 2.0% 8.3% MAX. 5% PAVEMENT PG p JNO W MAX. Ae C 0<1 1 (n CONCRETE J SIDEWALK U GUTTER FLARED SIDE 8" BREAKPOINT 3/8" EXPANSION U. PAVERS JOINT (TYP.) SECTION A rn Op 1/8" R 1/3 OF CONCRETE TOOLED JOINT ifi//-ORR SAlWCUT THICKNESS ASI-3055 NOTE: CONTRACTION JOINTS AT INTERVAL TO MATCH WIDTH OF SIDEWALK (TYP). CONTRACTION JOINT DETAIL ri NTS REV DATE 01 2016 C1.0 A CATCH GUTTER A 2' MIN - 5' MAX 0 1'/FT 0.08 (1' GUTTER) 0.12 (1.5' GUTTER) 0.15 (2' GUTTER) SECTION A -A PEDESTRIAN CURB 6" x 12" (SEE NOTE 18) CONCRETE PER CURB SEE NOTE 18 FL CURB SLOPE PEDESTRIAN TRANSITION CURB (SEE NOTE 18) SIDEWALK 83% 2, 4Z%' MAX. MIN MIN. GUTTER FACE OF CURB DETECTABLE WARNING CURB RAMP TYPE 4A S N ACCESSIBLE SYMBOL DETAIL NTS c1.o R USE WITH VERTICAL OR IUNTABLE CURB INDICATED IN PLANS L•] 2' MIN - 5' MAX 0.0 1/2./FT -0.04 (1' GUTTER) -0.06 (1.5' GUTTER) -0.08 (2' GUTTER) SECTION B -B 5' MIN. FL 2' 6" TO 8" SEE NOTE 16 ;ETECTABL GTOP OF 5% PAVEMENT 2.0% 1 Tee MAX 6" RAMP 8" SECTION B PAVERS 6' MIN. (SEE PLANS) 5' MIN SIDEWALK 1 GRADE BREAK 6" MIN. 8.39 "MAX. GRADE BREAK 3/8" EXPANSION 1 CURB RAMP CONCRETE JOINT (TYP.) PEDESTRIAN CURB SECTION C (SEE NOTE 18) CURB RAMP DETAIL e NTS o T 0 CAULK VOID SPACE BETWEEN SIGN POST AND ANCHOR POST PAINTED 6"0 SCT 40 STL PIPE FILL W/ GONG EXP JT WHEN - ADJ TO GONG PVMT, (TYP) R7-8bL R7-8bC R7-8bR \/ \/\\ \\�\ NOTES: /// 1. SIGNS SHALL CONFORM TO MUTCD \// STANDARDS FOR MATERIAL AND .� PLACEMENT, SEE DETAIL 5-614-2. // \/ a // 2. CLASS 1 SIGNS SHALL BE A MIN. OF o 4 0.080 GAUGE ALUM. (12"-36") AND 0.100 GAUGE ALUM (36" OR LARGER). //\� J. SIGNS MAY REQUIRE SPECIAL PLACEMENT OR ROTATION. COORDINATE WITH ENGINEER. V-6' 4. STL PIPE SHALL BE PAINTED PER SPECIFICATIONS SIGN W1 BOLLARD DETAIL NTS C1.0 GONG ENCASEMENT CONCRETE PAVING OVEREXCAVATED, MOISTURE -TREATED AND RECOMPACTED SUBGRADE PER SPECIFICATIONS NOTES: 1. CONCRETE THICKNESS: 6" FOR DRIVES AND WALKS 2. SEE SPECIFICATIONS FOR REINFORCEMENT REQUIREMENTS. 3. SEE CONTRACTION JOINT AND EXPANSION JOINT DETAILS. 12" x 18" ALUM SIGN (.100 GA) WITH TWO TL -3806 PG DRIVE RIVETS & WASHERS f1 1/2" SQUARE GALS STEEL POST TWO TL -3806 DRIVE RIVETS 0 1 3/4" SQUARE GALV STEEL ANCHOR POST 2" CROWN SIGN OPTMS RESERVED PARKING R7-8 VAN ACCESSIBLE NOTES: 1. ALL DETECTABLE WARNING SURFACES SHALL BE INSTALLED AT SIDEWALK TO STREET TRANSITIONS.THEY SHALL HAVE A TRUNCATED DOME SURFACE. THE DOMES SHALL BE IN A SQUARE GRID PATTERN AND ALIGNED WITH PEDESTRIAN TRAFFIC. THE DETECTABLE WARNINGS SHALL BE CONTRASTING COLOR TO THE SURROUNDING SIDEWALK. 2. ALL DETECTABLE WARNING SURFACES SHALL START A MINIMUM OF 6 INCHES FROM THE FLOWLINE OF THE CURB AND NOT BE MORE THAN A MAXIMUM OF 8 INCHES FROM ANY POINT ON THE FLOWLINE OF THE CURB, WITH EXCEPTION FOR TYPES 1B MODIFIED AND 3B MODIFIED CURB RAMPS AS THIS DIMENSION MAY BE GREATER THAN 8 INCHES ON ONE SIDE OF THE RADIUS. 3. THE RAMP SLOPE AND DETECTABLE WARNING SURFACE SHALL BE 8.3% OR FLATTER. 4. RAMP SLOPE MAY NOT EXCEED 8.3%, CROSS SLOPE MAY NOT EXCEED 2.0%. MAXIMUM SLOPES MAY NOT BE EXCEEDED REGARDLESS OF TOLERANCES, EXCEEDING THE MAXIMUM SLOPE WILL NOT BE ACCEPTED. ADJUST ALL DIMENSIONS PER PLAN. 5. THE MINIMUM WIDTH FOR SIDEWALK IS 4 FEET. 6. DRAINAGE STRUCTURES TRAFFIC SIGNAL EQUIPMENT, OR OTHER OBSTRUCTIONS SHALL NOT BE INSTALLED IN THE CURB RAMP OR TURNING SPACE AREAS. 7. CONSTRUCTION OF THE CONCRETE PEDESTRIAN CURB SHALL BE INCLUDED IN THE BID PRICE OF THE CONCRETE CURB RAMP. 8. IF THE PLACEMENT OF THE PEDESTRIAN PUSH BUTTON ASSEMBLY ON A TRAFFIC SIGNAL MAST POLE WILL NOT BE WITHIN EASY REACH (10 INCHES OR LESS AND UNOBSTRUCTED) OF ALL PEDESTRIANS (IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT), THEN A SEPARATE PEDESTRIAN PUSH BUTTON POST ASSEMBLY (PPBPA) SHALL BE INSTALLED WITHIN ADA REACH RANGES. THE PPBPA SHALL MEET THE PROVISIONS FOUND IN "SECTION 4608 THROUGH 4E.13 - PEDESTRIAN DETECTORS" OF THE 2009 MUTCD MANUAL WITH REVISIONS 1 AND 2. N .,... ATER, MOISTURE -TREATED AND RECOMPACTED SUBGRADE PER SPECIFICATIONS NOTES: 1. ASPHALT CROSS-SECTION BASED OFF OF MINIMUM STANDARDS. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND CONTACT ENGINEER WITH ANY DISCREPANCIES. 9. DIAGONAL CURB RAMPS (ON THE APEX) ARE NOT PREFERRED IN NEW CONSTRUCTION. A SINGLE DIAGONAL CURB RAMP (ON THE APEX) WILL ONLY BE PERMITTED DURING RECONSTRUCTION OR ALTERATION WHERE PHYSICAL OR SITE CONSTRAINTS PREVENT TWO CURB RAMPS FROM BEING INSTALLED. THE ENGINEER SHALL PROVIDE APPROVED JUSTIFICATION DOCUMENTATION (CDOT CURB RAMP DESIGN VARIANCE REQUEST FORM) FOR CDOT PROJECTS. ALL CURB RAMPS INSTALLED ON THE APEX MUST MEET THE STANDARDS AS DEFINED IN M-608-1. 10. CURB RAMPS (EXCLUDING FLARED SIDES OR BLENDED TRANSITIONS) SHALL BE WHOLLY CONTAINED WITHIN THE WIDTH OF THE CROSSWALK AND/OR THE PEDESTRIAN STREET CROSSING THEY SERVE. 11. ALL CURB RAMP JOINTS AND GRADE BREAKS SHALL BE FLUSH (0" - 1/8"). THE JOINT BETWEEN THE ROADWAY SURFACE AND GUTTER PAN SHALL BE FLUSH. 12. THE CONTRACTOR SHALL VERIFY REMOVAL LIMITS ARE SUFFICIENT TO PROVIDE POSITIVE DRAINAGE, MAINTAIN EXISTING DRAINAGE PATTERNS, AND AVOID PONDING IN THE FINAL CONFIGURATION. 13. TO AVOID CHASING GRADE INDEFINITELY WHEN TRAVERSING THE HEIGHT OF CURB, THE RAMP LENGTH SHALL NOT EXCEED 15 FEET. ADJUST THE RAMP SLOPE AS NEEDED TO PROVIDE ACCESS TO THE MAXIMUM EXTENT TECHNICALLY FEASIBLE. 14. THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP AND ADJOINING ROAD SURFACE SHALL NOT EXCEED AN ALGEBRAIC DIFFERENCE OF 13.33%. THE COUNTER SLOPE OF THE GUTTER OR ROAD AT THE FOOT OF A CURB RAMP, TURNING SPACE, OR BLENDED TRANSITION SHALL NOT EXCEED 5.0%. 15. FLARED SIDE SLOPES MAY EXCEED 10% ONLY WHERE THEY ABUT A NON -WALKABLE SURFACE OR THE ADJACENT CIRCULATION PATH IS BLOCKED. 16. THE STANDARD TURNING SPACE IS 5 FEET BY 5 FEET. 17. CURB RAMP TYPE 1B, 2B, AND 3B MAY BE USED IN MID -BLOCK. 18. THE PEDESTRIAN CURB IS REQUIRED UNLESS OTHERWISE SPECIFIED 19. FOR FULL DETAIL INCLUDING BAR LIST AND DIMENSION TABLE, SEE CDOT DETAIL M-604-1 SHEETS 1 THROUGH 10. 20. REFER TO PLANS, DETAILS AND SPECIFICATIONS FOR FLATWORK INFORMATION, SUBGRADE PREPARATION, WALK WIDTHS, CONCRETE THICKNESS, ETC. ANDERSON HALLAS ARCHITECTS wa Inc. 1319 Sln xSOeN 11oulaer,will 301A 1951 www.jvajva.WM Boulder Edo Collins , Winner Pard Glenwood Springs I Denver W c� M o � z CDH Checked by KAT ago WHEELCHAIR O WHEELCHAIR -,� ACCESS AISLE 2 � J ABSOLUTELYNOO PG p JNO W NOO PG Ae C NOTES: 1. ALL DETECTABLE WARNING SURFACES SHALL BE INSTALLED AT SIDEWALK TO STREET TRANSITIONS.THEY SHALL HAVE A TRUNCATED DOME SURFACE. THE DOMES SHALL BE IN A SQUARE GRID PATTERN AND ALIGNED WITH PEDESTRIAN TRAFFIC. THE DETECTABLE WARNINGS SHALL BE CONTRASTING COLOR TO THE SURROUNDING SIDEWALK. 2. ALL DETECTABLE WARNING SURFACES SHALL START A MINIMUM OF 6 INCHES FROM THE FLOWLINE OF THE CURB AND NOT BE MORE THAN A MAXIMUM OF 8 INCHES FROM ANY POINT ON THE FLOWLINE OF THE CURB, WITH EXCEPTION FOR TYPES 1B MODIFIED AND 3B MODIFIED CURB RAMPS AS THIS DIMENSION MAY BE GREATER THAN 8 INCHES ON ONE SIDE OF THE RADIUS. 3. THE RAMP SLOPE AND DETECTABLE WARNING SURFACE SHALL BE 8.3% OR FLATTER. 4. RAMP SLOPE MAY NOT EXCEED 8.3%, CROSS SLOPE MAY NOT EXCEED 2.0%. MAXIMUM SLOPES MAY NOT BE EXCEEDED REGARDLESS OF TOLERANCES, EXCEEDING THE MAXIMUM SLOPE WILL NOT BE ACCEPTED. ADJUST ALL DIMENSIONS PER PLAN. 5. THE MINIMUM WIDTH FOR SIDEWALK IS 4 FEET. 6. DRAINAGE STRUCTURES TRAFFIC SIGNAL EQUIPMENT, OR OTHER OBSTRUCTIONS SHALL NOT BE INSTALLED IN THE CURB RAMP OR TURNING SPACE AREAS. 7. CONSTRUCTION OF THE CONCRETE PEDESTRIAN CURB SHALL BE INCLUDED IN THE BID PRICE OF THE CONCRETE CURB RAMP. 8. IF THE PLACEMENT OF THE PEDESTRIAN PUSH BUTTON ASSEMBLY ON A TRAFFIC SIGNAL MAST POLE WILL NOT BE WITHIN EASY REACH (10 INCHES OR LESS AND UNOBSTRUCTED) OF ALL PEDESTRIANS (IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT), THEN A SEPARATE PEDESTRIAN PUSH BUTTON POST ASSEMBLY (PPBPA) SHALL BE INSTALLED WITHIN ADA REACH RANGES. THE PPBPA SHALL MEET THE PROVISIONS FOUND IN "SECTION 4608 THROUGH 4E.13 - PEDESTRIAN DETECTORS" OF THE 2009 MUTCD MANUAL WITH REVISIONS 1 AND 2. N .,... ATER, MOISTURE -TREATED AND RECOMPACTED SUBGRADE PER SPECIFICATIONS NOTES: 1. ASPHALT CROSS-SECTION BASED OFF OF MINIMUM STANDARDS. CONTRACTOR TO VERIFY EXISTING CONDITIONS AND CONTACT ENGINEER WITH ANY DISCREPANCIES. 9. DIAGONAL CURB RAMPS (ON THE APEX) ARE NOT PREFERRED IN NEW CONSTRUCTION. A SINGLE DIAGONAL CURB RAMP (ON THE APEX) WILL ONLY BE PERMITTED DURING RECONSTRUCTION OR ALTERATION WHERE PHYSICAL OR SITE CONSTRAINTS PREVENT TWO CURB RAMPS FROM BEING INSTALLED. THE ENGINEER SHALL PROVIDE APPROVED JUSTIFICATION DOCUMENTATION (CDOT CURB RAMP DESIGN VARIANCE REQUEST FORM) FOR CDOT PROJECTS. ALL CURB RAMPS INSTALLED ON THE APEX MUST MEET THE STANDARDS AS DEFINED IN M-608-1. 10. CURB RAMPS (EXCLUDING FLARED SIDES OR BLENDED TRANSITIONS) SHALL BE WHOLLY CONTAINED WITHIN THE WIDTH OF THE CROSSWALK AND/OR THE PEDESTRIAN STREET CROSSING THEY SERVE. 11. ALL CURB RAMP JOINTS AND GRADE BREAKS SHALL BE FLUSH (0" - 1/8"). THE JOINT BETWEEN THE ROADWAY SURFACE AND GUTTER PAN SHALL BE FLUSH. 12. THE CONTRACTOR SHALL VERIFY REMOVAL LIMITS ARE SUFFICIENT TO PROVIDE POSITIVE DRAINAGE, MAINTAIN EXISTING DRAINAGE PATTERNS, AND AVOID PONDING IN THE FINAL CONFIGURATION. 13. TO AVOID CHASING GRADE INDEFINITELY WHEN TRAVERSING THE HEIGHT OF CURB, THE RAMP LENGTH SHALL NOT EXCEED 15 FEET. ADJUST THE RAMP SLOPE AS NEEDED TO PROVIDE ACCESS TO THE MAXIMUM EXTENT TECHNICALLY FEASIBLE. 14. THE CHANGE IN GRADE AT THE BOTTOM OF THE CURB RAMP AND ADJOINING ROAD SURFACE SHALL NOT EXCEED AN ALGEBRAIC DIFFERENCE OF 13.33%. THE COUNTER SLOPE OF THE GUTTER OR ROAD AT THE FOOT OF A CURB RAMP, TURNING SPACE, OR BLENDED TRANSITION SHALL NOT EXCEED 5.0%. 15. FLARED SIDE SLOPES MAY EXCEED 10% ONLY WHERE THEY ABUT A NON -WALKABLE SURFACE OR THE ADJACENT CIRCULATION PATH IS BLOCKED. 16. THE STANDARD TURNING SPACE IS 5 FEET BY 5 FEET. 17. CURB RAMP TYPE 1B, 2B, AND 3B MAY BE USED IN MID -BLOCK. 18. THE PEDESTRIAN CURB IS REQUIRED UNLESS OTHERWISE SPECIFIED 19. FOR FULL DETAIL INCLUDING BAR LIST AND DIMENSION TABLE, SEE CDOT DETAIL M-604-1 SHEETS 1 THROUGH 10. 20. REFER TO PLANS, DETAILS AND SPECIFICATIONS FOR FLATWORK INFORMATION, SUBGRADE PREPARATION, WALK WIDTHS, CONCRETE THICKNESS, ETC. ANDERSON HALLAS ARCHITECTS wa Inc. 1319 Sln xSOeN 11oulaer,will 301A 1951 www.jvajva.WM Boulder Edo Collins , Winner Pard Glenwood Springs I Denver W c� M o � z CDH Checked by KAT ago O O 2 � J � p W c� w C W (n L J U IL U. 0 rn Op U_ 715FOURTEENTH STREET GOLDEN COLOR0080401 P'.POP 278 4378 E (303) 278 0521 COPYRIGHT2021 ANY UNAUTHORIZED USE of THESE DOCUMENTS Is PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHITECTS. P.C. Project Number 2020660 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT PRIVATE SITE DETAILS CD1 .0 0 3-#4 LINEAR REBAR AND #4 PERPENDICULAR DEBAR AT 24" O.C. (25' CLEAR FROM GONG FACES) ��•_- CONCRETE PAN W/ DEBAR OVEREXCAVATED, MOISTURE -TREATED, AND RECOMPACTED SUBGRADE PER PAVEMENT NOTES: SECTION 1. THIS PAN IS INTENDED FOR USE AT DRIVE AREAS. 2. SEE PLANS FOR INVERT ELEVATIONS AND HORIZONTAL CONTROLS. 3. SEE THIS SHEET FOR CONTRACTION AND EXPANSION JOINT DETAILS. 4. PROVIDE JOINT LAYOUT PLAN TO OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. JOINTS TO MATCH ADJOINING SIDEWALK. REINFORCED CONCRETE PAN DETAIL C1.0 1 NTS EXISTING BUILDING OR STRUCTURE SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 1/2" DEEP X 1/2" WIDE 1/2" PREFORMED NON -EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO M-213. 1 a a AGAINST STRUCTURE 1/8" R SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 1/2" DEEP X 1/2" WIDE 6" (MIN) 1/2" PREFORMED NON -EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO M-213. i AGAINST NON-UNIFORM SURFACE SEAL EXPANSION JOINT W/ POLYURETHANE JOINT SEALANT 1/2" DEEP X 1/2" WIDE - 1/2" PREFORMED NON -EXTRUDING AND RESILIENT TYPE JOINT MATERIAL TO MEET AASHTO M-213. SIDEWALK NOTES: 1. CURB EXPANSION JOINTS EVERY 100' MAX AND WHEREVER SIDEWALK ABUTS EXISTING & PROPOSED CONCRETE STRUCTURES (TYP) - SEE PLAN 2 REMOVE PLASTIC FORMING MATERIAL ("ZIP STRIPS") FROM PREFORMED JOINT MATERIAL PRIOR TO PLACING SEALANT EXPANSION JOINT DETAIL NTS C1.0 #4 X 4'-0" Date @ 18" O.C. FIELD BEND Checked by INTO SLAB 1/2" CLEAR FROM °II CONC FACES) WEEPHOLES - @ 10.0' MAX #4 CONT MIDHEIGHT (3" CLEAR FROM CONC FACES) 2-#4 CONT TOP & BOTTOM (TYP) 1"R (TYP) 3"0 STD PIPE BEYOND 3/4"0 WELD HANDRAIL BRACK #4 REBAR EXPANSION JOINT, TYP. Z, <�� MIN REARCH WHEN ABUTTING BUILDING In 1 #4 REBAR @ 12" O.C. da 'M a OVEREXCAVATED, MOISTURE -TREATED, AND .� RECOMPACTED SUBGRADE PER PAVEMENT SECTION Qus 8" WIDE INTEGRAL GONG CHEEK WALL (BEYOND) rw 1 EXTEND 18" BELOW GRADE (24" MIN HEIGHT). ^ w 8 W/ #4 REBAR @ 9" O.C. BOTH WAYS. POUR TYP. MONOLITHICALLY W/ STAIR FLIGHTS OR DOWEL - z TO STAIRS W/ #4 REBAR @ 12" O.C. Crrr Tl(GNI A A OTAIDC -TD OD WELDED ANDRAIL COMPACTED SUBGRADE SECTION AT INTERIOR HANDRAIL POST NOTE: FOR EGRESS STAIRS, AN INTERIOR HANDRAIL MUST BE PROVIDED EVERY 60" (CLEAR SPACING) e=I.. 8" SIDEWALK W/ TURNED DOWN EDGE�41 NTs c1.o TYP z RS e N o 1/8" MIN RADIUS 3/4°0 WELDED HANDRAIL BRACKET STANDARD HANDRAIL DETAIL ADD ADDITIONAL VERTICAL POST(S) WHEN SPACING EXCEEDS 10'-0" 1/4" PLATE AT TOP, TYP. TUBULAR PIPE HANDRAIL (1.25"0 MIN, 2.0"0 MAX) ASTM TYPE "S". TYP. FB A.a N Aoz a , weN 2 o NOSE of ° TOP RISER o ° a a MIN. 5' LANDING AT J 1.9% MAX SLOPE IN ALL DIRECTIONS. EXPANSION JOINT NUMBER OF RISERS AS `MIN. 5' LANDING AT 1.9% MAX SLOPE IN ALL DIRECTIONS. NUIEU ulv LLPIvn N Date 03.122021 z a CDH Checked by � CONTINUOUS °II w FILLET WELD N GRIND SMOOTH e=I.. 8" SIDEWALK W/ TURNED DOWN EDGE�41 NTs c1.o TYP z RS e N o 1/8" MIN RADIUS 3/4°0 WELDED HANDRAIL BRACKET STANDARD HANDRAIL DETAIL ADD ADDITIONAL VERTICAL POST(S) WHEN SPACING EXCEEDS 10'-0" 1/4" PLATE AT TOP, TYP. TUBULAR PIPE HANDRAIL (1.25"0 MIN, 2.0"0 MAX) ASTM TYPE "S". TYP. FB A.a N Aoz a , weN 2 o NOSE of ° TOP RISER o ° a a MIN. 5' LANDING AT J 1.9% MAX SLOPE IN ALL DIRECTIONS. EXPANSION JOINT NUMBER OF RISERS AS `MIN. 5' LANDING AT 1.9% MAX SLOPE IN ALL DIRECTIONS. NUIEU ulv LLPIvn CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT 1-#4 REBAR T&B, TYP. °II M O Z DO 1nin- l6 FJ5 O a O D 2 -o J � all O a a N 7 ui C Q W G7 L a11', DO UJ CD LL LL O 1 O O LL r as a °° it �g PLAN VIEW NOTES: #4 DEBAR 1. PROVIDE FINAL DESIGN AND LAYOUT DETAILS TO OWNER, ARCH AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION (INCLUDING DIMENSIONS, DEBAR, ETC.). 2 SEE PLANS FOR RISER QUANTITIES, WIDTHS, AND OTHER LAYOUT INFORMATION. e ` 3. SLOPE TREADS TO DRAIN (1.9% MAX). 4. ALL RISERS SHALL BE A UNIFORM HEIGHT (MIN. 4" AND MAX 7 3/4" HEIGHT). 5. CONCRETE SHALL BE 4,500 PSI. (AT 28 DAYS) EXPANSION 6. COMPACT SUBGRADE TO 95% STANDARD PROCTOR o JOINT, TYP. MOISTURE CONDITION PER SPECIFICATIONS. 7. PROVIDE A 5' x 5' MIN. LANDING AT 1.9% IN ALL DIRECTIONS AT TOP AND BOTTOM OF STAIRS. TUBULAR PIPE (1.25"0 MIN, 2.0"0 MAX) ASTM TYPE "S", TYP. INSTALLATION, TYP. OVEREXCAVATED, MOISTURE -TREATED, AND RECOMPACTED SUBGRADE PER PAVEMENT SECTION TYPICAL RAIL SECTION CAULK OR EPDXY GROUT AROUND BASE PLATE 6"x8"x1/4" STL WELD POST TO BASE PLATE BASE PLATE 1.5" R_1/2" 4"x8%1/4" STL BASE PLATE n O oo - 4"x1/2" SST o e EXPANSION ANCHOR 8" P * TYP. SURFACE MOUNT INSTALLATION RAILING DETAIL 5 NTS o STAIR DETAIL 2 NTS c1.0 NOTES: 1. PROVIDE FINAL DESIGN AND LAYOUT DETAILS TO OWNER, ARCH AND ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION (INCLUDING DIMENSIONS, COLORS, ETC.). 2. HANDRAILS AND ACCESSORIES TO BE GALVANIZED STEEL. 3. ALL HARDWARE SHALL BE GALVANIZED STEEL. 4. CONCRETE SHALL BE 4,500 PSI. (AT 28 DAYS) 5. COMPACT SUBGRADE TO 95% STANDARD PROCTOR MOISTURE CONDITION PER SPECIFICATIONS. EXPANSION JOINT, TYP. NOSE OF BOT RISER TIE #4 DOWELS REBAR 2'-6" TYP. x 8"F @ 12" O.C. OVEREXCAVATED, MOISTURE -TREATED, AND RECOMPACTED SUBGRADE PER PAVEMENT SECTION SECTION B-H - STAIRS ANDERSON HALLAS ARCHITECTS Jva Inc. 13195pi ffieck aoull C0 B09a1 303.000.1951 viww.Jvajva.corn Boulder. Porccoulns. Winter Park Glenwood springs. Denver speeouas� v �W e. A�.�ng DN\y\oc/ Date 715 FOURTEENTH STREET GOLDEN, COLORADO 80401 P'. POD 278 4378 E POD 278 0521 coPYRIGHT2021 ANY UNAUTHORIZED USE of THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON NALLAS ARCHITECTS, P.C. Project Number 2020660 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT 1-#4 REBAR T&B, TYP. Ui M O Z DO 1nin- FJ5 O Q O D 2 -o J � O W ( N 7 ui C Q W G7 L DO UJ CD LL LL O O O O LL r speeouas� v �W e. A�.�ng DN\y\oc/ Date 715 FOURTEENTH STREET GOLDEN, COLORADO 80401 P'. POD 278 4378 E POD 278 0521 coPYRIGHT2021 ANY UNAUTHORIZED USE of THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON NALLAS ARCHITECTS, P.C. Project Number 2020660 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by CDH Checked by KAT PRIVATE SITE DETAILS CD1 .1 DEMOLITION GENERAL NOTES 1 2 3 4 5 6 t PROTECT ALL <E> ELEMENTS AND FINISHES TO REMAIN. AIr 2, REMOVE WALLS AS INDICATED IN PLAN, CLEAN AND REPAIR <E> CEILING ELEMENTS TO REMAIN AT TOP OF <E> WALL AFTER WALL FOOTHILLS REMOVAL. 3. REMOVE ALL <E>FLOORING AT FIRST FLOOR, SECOND FLOOR, RB iond HOUSII'1 AND ENTRY STAIR.FULL g g 4. REFER TO MECHANICAL, ELECTRICAL, AND CIVIL SHEETS FORTH E 5. SALVAGES EL O ED DOORS AND EEMOLITION ADJACENT SIDELITE WINDOWS FOR 6. CONFIRM WITH OWNER ANYFIXTURESTO BE SALVAGED AND/OR REUSED. (2 O ELEC ANDERSON 009 19 SF DEMO LEGEND HALLAS D <E>WALL TOREMAIN ARCHITECTS ITC HEN _ _ _ _ ] <E> WALL TO BE REMOVED/ DEMOLISHED 0022 272 SF I I C) KEYNOTE pF COtp9 M S F Z=z=<E>DOORANDFRAMETOBE REMOVED/ 5P GAO DS DEMOLISHED, RE: KEYNOTES ;40 STAFF LOUNGE OFFICE STORAGE AAA J 001 012 010 \�. 1496 SF 106 SF 2430 SF <E> WINDOW TO BE REMOVED/ AR DEMOLISHED, gRCN���� DEMOLISHED, RE: KEYNOTES MECHF ILI KEYNOTES 003 EC 183 S DS REMOVE<E>COUNTERTOPS, CASEWORK, AND ANY REMAINING CARPET BENEATH CASEWORK. STORAGE 008 773 SF r n V MEN w' 004 IL.YL 8 SF co co LU Ozo Ey co -- - - -- -- - - - -� j O nw a 0O f�y� r ^ J M �J (6 Z Q O COPY LU V 011 LU ; 144 SF N STG STG LL Q 006 007 239 SF 87 SF C\ w J 00 V -� - - DP - - - - - - - - - - - -� LL H LL O O OL STAIR A 112 No. Description Date ABASEMENT DEMO PLAN U 3/16" = T-0" 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS BASEMENT - DEMOLITION ppeottgye_ A ec / \O.O 0 . spry/n D1��5• DEMOLITION GENERAL NOTES 1. PROTECT ALL <E> ELEMENTS AND FINISHES TO REMAIN. 2. REMOVE WALLS AS INDICATED IN PLAN. CLEAN AND REPAIR <E> Alr 1 3 4 5 6 CEILING ELEMENTS TO REMAIN AT TOP OF <E> WALL AFTER WALL REMOVAL. FOOTHILLS 3. REMOVE ALL <E> FLOORING AT FIRST FLOOR, SECOND FLOOR, AND ENTRY STAIR. Regiond Housing 4. REFERO ELECTRICAL, AND CIVIL SHEETS FORTH E FULL SCOPE OF DEMOLITION WORK. D 5. SALVAGE ALL <E> DOORS AND <E> ADJACENT SIDELITE WINDOWS FOR REUSE. 6. CONFIRM WITH OWNER ANY FIXTURES TO BE SALVAGED AND/OR REUSED. DEMO LEGEND ANDERSON HALLAS D <E> WALL TO REMAIN ARCHITECTS [---- ] <E> WALL TO BE REMOVED/DEMOLISHED O KEYNOTE P10 Df Coto 9 S(D9 F----- <E>DOOR AND FRAMETOBEREMOVED/ CO t DEMOLISHED, RE: KEYNOTES v FF l� 3.12.2021 h �F----oq� DEMOLISHED,RE: REMOVED TES / PFNSED AF0�\��o 14 II I 138 L 11 r� ,3 18 D17 11I1I 13 J� _II I 134 I / u I\ III 14 JI STOREFRONT I E / III � I FIRST FLOOR DEMO PLAN 3/16" = T-0" D9 21 121 D13 ONT L IfsPiT16N 131 \ J STORtlFRONT ILI 1 A4.1 D10 1 KEYNOTES Di REMOVE <E> RECEPTION DESK. D2 REMOVE <E> ENTRY DOOR ASSEMBLY. REPLACE PER DOOR SCHEDULE. D3 REMOVE <E>VESTIBULE. D4 REMOVE <E> BOTTOM RUN OF STAIR TO FIRST LANDING. D7 REMOVE <E>HALF-HEIGHTWALL. D8 REMOVE<E> RAILINGAND BASE TRIM AT STAIR. D9 REMOVE <E> FRONT OF CLOSET WING WALLS AND DOORS. ' A D10 REMOVE <E>COUNTERTOP. PROTECT<E> CASEWORK AND V/I WATERLINE TO REMAIN. D11 REMOVE <E> CLOSET ROD. D13 REMOVE AND SALVAGE <E> DOOR FOR REUSE PER DOOR co SCHEDULE. co D14 DEMO <E>WALL, TIP. CD D15 DEMOWALL FOR <N> MAILBOX INSTALL. COORDINATE Z 00 DIMENSIONS WITH OWNER -PROVIDED MAILBOXES. PLACE WITHIN ADA REACH RANGE. Fn Q D17 DEMO WE> RESTROOM FINISHES AND FIXTURES. SALVAGE U VANITIES FOR PLACEMENT IN BASEMENT RESTROOMS. D18 REMOVE AND REPLACE<E>TOILETS. FLANGE LOCATION TO O N REMAIN FOR INSTALL OF <N> TOILET. T 0) D20 REMOVE WE> DOOR. 1 D21 REMOVE AND SALVAGE WE> SIDELITE FOR REUSE.��( J of ��/(6 Q Z Q O LLJ = ww�/ > LL Q W C/) L J °O U J A-� � LL H O � 0 O ILL r 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EE/ Checked by WS FIRST FLOOR - DEMOLITION ies Nbbott Asyec uA AO.1 I A I � I D13 204 \ D14 r I 19 � \ 2008 D13 \ 206 D13 \ 200A D13 D14 \ D13 1 217 202 S/ D13 D14 Li \\\ \� STOREFRONT _ CONF`ER7=NCE 240 1 STORQQECCF��RONT D7 CONF`€R'ENCE LL=3 --- C 240 I � D13 \ — 226 I I I I D7 v 3I I SECOND FLOOR DEMO PLAN 3/16" = T-0" D10 D13 220C\ \ \ 2208 13 1= DEMOLITION GENERAL NOTES 1. PROTECTALL<E> ELEMENTSAND FINISHESTO REMAIN. 2. REMOVE WALLS AS INDICATED IN PLAN. CLEAN AND REPAIR <E> °O CEILING ELEMENTS TO REMAIN AT TOP OF <E> WALL AFTER WALL REMOVAL. 3. REMOVE ALL WE> FLOORING AT FIRST FLOOR, SECOND FLOOR, AND ENTRY STAIR. 4. AL, AND CIVIL SHEETS FOR THE MECHANEOFDE REFFULL MUTTON WOR FULL SCOPE OF DEMOLITION WORK. SCO D 5. SALVAGEALL<E>DOORSAND<E> ADJACENT SIDE LITE WIN DOWS FOR REUSE. 6. CONFIRM WITH OWNER ANYFIXTURES TO BE SALVAGED AND/OR REUSED. DEMO LEGEND <E> WALL TO REMAIN [ _ _ _ _ I <E> WALL TO BE REMOVED / DEMOLISHED O KEYNOTE F----- <E> DOOR AND FRAMETO BE REMOVED/ DEMOLISHED, RE: KEYNOTES -� (` � IF=====r DEMOLISHED, DOW TUBE REMOVED/ \`"// �F-----�� DEMOLISHED, RE: KEYNOTES O 0 KEYNOTES D7 REMOVE<E>HALF-HEIGHTWALL. D10 REMOVE WE> COUNTERTOP. PROTECT<E> CASEWORK AND WATERLINE TO REMAIN. D13 REMOVE AND SALVAGE <E> DOOR FOR REUSE PER DOOR SCHEDULE. D14 DEMO <E>WALL, TYP. D19 DEMO WE>SOFFIT. D21 REMOVE AND SALVAGE <E> SIDELITE FOR REUSE. Alr FOOTHILLS Regional Housing (2 ANDERSON HALLAS ARCHITECTS l� 3.12.2021 h V U) 1..� m LU V co C:) z 00 o j O QU N D O 0 of V < (6 Q Z N L Q 0 L LI (D a> LU Q L1J C/) U J J °O LL F � o o 0LL 0 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS SECOND FLOOR - DEMOLITION BASEMENT PLAN 3/16" = T-0" FLOOR PLAN GENERAL NOTES REFER TO SHEET G0.3 FOR TYPICAL MOUNTING HEIGHTS AND DIMENSIONS. Alr 1. PROVIDE BLOCKING IN WALLS FOR OBJECTS MOUNTED TO WALLS, FOOTHILLS I.E. CABINETS, SHELVES, CASEWORK, GRAB BARS, MISC. METAL BRACKETS, ETC. 2. DIMENSIONS ARE SHOWN FROM FACE OF STUD OR FACE OF FINISH IN RegIOnd Housing D RESTROOS, U.O.N. 3. DIMENSIONS ATWINDOWS ARE TO FACE OF ROUGH OPENING. 4. DIMENSIONS AT DOORS ARE TO OUTSIDE FACE OF FRAME 5. CONTRACTOR TO COORDINATE LOCATIONS ADDITIONAL PENETRATIONS THROUGH MASONRY WALLS,, R RE: MECH, PLUMBING AND ELECTRICAL 6. REFER TO SHEETGO.0 FOR WALLTYPES 7. EXISTING CASEWORKAND FF&E NOT IDENTIFIED OR INDICATED ON DOCUMENTS IS TO REMAIN UNLESS OTHERWISE NOTED TO BE REMOVED COORDINATE W/ OWNER ANDERSON 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM OR HERSELF WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD HAL LAS CONDITIONSAND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFYARCHITECT IN ARCHITECTS WRITING OF ANY D ISC REPANCY W ITH IN THE CONTRACT DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 9. ALL APPLIANCES ARE OWNER FURNISHED AND TO BE INSTALLED BY GC (OFCI). 1� D��Cslnto�*16' 5P_, Mf.IGi l� 3.12.2021 h 0 C PFNSED AF'r-'o NEW LEGEND D <E> WALL TO REMAIN D <N> WALL, REFER TO TAG FOR TYPE 101 DOORTAG WALL TYPE TAG ii STOREFRONT TYPE TAG O WIN DOW TYPE TAG ® KEYNOTE I..1. LL M LLICM O �\ / 1 z 0 Q KEYNOTES Q O N2 <N> 3'-0" X 8'-0" MOVABLE TABLE, WOOD TOP WITH METAL � _ -O LEGS ON CASTERS, OFCI. of N7 PROVIDE<N> CHASE TO ENCLOSE WE>SUMP PUMP AND i� J }, ADJACENT ELECTRICAL OUTLET. ACCESS PANEL LOCATED 6" AFF TO PROVIDE 24"X24" CLEAR OPENING. CONTRACTOR v TOVERIFY LOCATION OF SUMP PRIOR TO CONSTRUCTION. Q z N9 36"W X 34"D X 70"H REFRIGERATOR, OFCI. O N13 14-1/2"W X 24"D X 32-1/2"H ADA -COMPLIANT ICE -MAKER, N14 OFCI. PROVIDE <N>SIDE-APPROACH ADA -ACCESSIBLE \ w /— `/ Z) UNDERMOUNT STAINLESS STEEL SINK WITH REAR OFFSET i i UJ Nib DRAIN AND GARBAGE DISPOSAL: REF. PLUMB. BOOTH SEATINGAND SCREEN PARTITIONS SHOWN FOR T 1 > > REFERENCE ONLY. TO BE PROVIDED BYOWNER, NIC. L LLI J °O U J A� LL LL O O 0LL � 0 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS BASEMENT - PLAN \sppeorcgsao a x � A1.0 \e c c .o a 0 FLOOR PLAN GENERAL NOTES 1 2 3 4 5 6 REFER TO SHEET GO.3 FOR TYPICAL MOUNTING HEIGHTS AND AIr DIMENSIONS. �J c 1. PROVIDE BLOCKING IN WALLS FOR OBJECTS MOUNTED TO WALLS, FOOTHILLS FOO I'{H I LLS I.E. CABINETS, SHELVES, CASEWORK, GRAB BARS, MISC. METAL HOU$ 10 Re 1101 l'1 BRACKETS, ETC. g g 2. DIMENSIONSARE SHOWN FROM FACE OF STUD OR RESTROOMS, U.O.N. 4. DIMENSIONS AT DOORS ARE TO OUTSIDE ACED OF FRAME FINISH IN NG 5. PENETRATIONS LOCATIONS RE: PENETRATIONS TH ROUGH MASONRY WALLS, RE: MECH, PLUMBING AND ELECTRICAL = 6. REFER TO SHEET GO.0 FOR WALL TYPES 7. EXISTING CASEWORK AND FF&E NOT IDENTIFIED OR INDICATED ON O CLOSET OFFICE OFFICE I �flFFICE F DOCUMENTS IS TO REMAIN UNLESS OTHERWISE NOTED TO BE ANDERSON 100 100A 102 104 6 1 8 1 REMOVED COORDINATE W/OWNER 1 F 60 SF 129 SF 154 SF 15 196 SF 1 F 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM H A L L A S ROOM— — — F OR HERSELF WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK ARCHITECTS 42 MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH SF CONSTRUCTION. CONTRACTOR SHALL NOTIFYARCHITECT IN 14"M IHN H H H H H WRITING OF ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS 2AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH A9.1 CONSTRUCTION. DF CD( m q7 g 9. ALL APPLIANCES ARE OWNER FURNISHED AND TO BE INSTALLED BY .`�(. D/➢� 1 GC (OFCI). 4Q' N1 S 2 1 7.1 G/ 3.1 J au N it 03.12.202 1 FE h 10 Ir-- 33 — �NSED AF��\t 4 ADMIN I ROOM M 147 A9.0 101 102 SF 103 OFFICE 81 SF 32 32 115 it I RO M STAIR NEW LEGEND 5'-0" I 102 SF B D <E> WALL TO REMAIN 714 I 30 31 I) I INTERN D WNW WALL, REFER TO TAG FOR TYPE J� °2 82 SF 23 - Ir�/ 49 3 A 101 DOOR TAG ro ffm 127 WALL TYPE TAG 144 IF--- 113 136I OF E NOO — ii STOREFRONT TYPE TAG MEN 3 3.4 I) 145 U)^' 3 3 125 2 S O WIN DOW TYPE TAG 1..� 59 SF 135 146A m 3 -- M 11O ro _ A7.4 m ® KEYNOTE M Ni ___ 29 INTER A A LL O 125 23 O EN— I— — — — 3.3 82 SF— — — — — N1 Z co �_ LE0 RR -- -- - -- 3 M -- J 14CORRIDOR OFFI4 KEYNOTES Q 0 (1) 4SF BB 123 61 SF \ 0) 134 N1 <N> TOILETS AND SINKS OFCI. D 65 SF 3 N10 18"W X 14"D X 11"H ADA -COMPLIANT MICROWAVE, OFCI. J of 134 - - 3.2 a N11 24"W X23"DX 32"H ADA -COMPLIANT UNDER -COUNTER 1468 v ALIGNI MINI -FRIDGE, OFCI. -� 3 v N23 INSTALL SALVAGED SIDELITE, RE: WINDOW SCHEDULE. VERIFY Q Z IF (E) GLASS IS TEMPERED AND RE -INSTALL NEXT TO DOOR ONLY IF TEMPERED 6-27/8„ N29 NEWWINDOVV, RE: WINDOW SCHEDULE. Q O �I N30 MAILBOXES, OFCI, BUILD SUPPORT WALL PER MFR LLJ V RECCOMEN DATION. � N31 OPENING IN WALL. W Q ALIGN N32 ALIGN WINDOWS. LNL UPS �IIII FFICE I E OFFICE OFFICE F N33 FUR OUT WALL FLUSH WITH COLUMN FOR ELECTRICAL BOX. ♦/1 gy N37 INSTALL TR -4 AT FLOORING TRANSITION PER SPEC. EII 1 6 122 120 1 116 1 1 100 A6.0 Sm F 1 5 SF 125 SF 1 F J 00 J_ dillLLL— _ — — — — — �1 a> TO IF 1328 III I LL O AA _ _ — In UI O r 5' -1 3/8,, rL ' L I/— ENTR-e 86 LC 132A 132 II 39 SF ( I No. Description Date 6.0 5 A4.1 7.0 lam' FIRST FLOOR PLAN v 3/16 = 1 —0 GOIDEN, COLORADO 30401 �� �� ],5 FOURTEENTH STREET P'. (303) 27e437e F (303)27e0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS FIRST FLOOR - PLAN \sppeorcgsao a x � A1.1 \e c c .o SECOND FLOOR PLAN 3/16" = T-0" FLOOR PLAN GENERAL NOTES REFER TO SHEET GO.3 FOR TYPICAL MOUNTING HEIGHTS AND DIMENSIONS. Alr 1. PROVIDE BLOCKING IN WALLS FOR OBJECTS MOUNTED TO WALLS, FOOTHILLS I.E. CABINETS, SHELVES, CASEWORK, GRAB BARS, MISC. METAL BRACKETS, ETC. Regiond Housing 2. DIMENSIONS ARE SHOWN FROM FACE OF STUD OR FACE OF FINISH IN RESTROOMS, U.O.N. D 3. DIMENSIONS ATWINDOWS ARE TO FACE OF ROUGH OPENING. 4. DIMENCONTRACTORONS CORS ORDINATE TO OUTSILOCATIONS OF D FRAME 5. CONTRACTOR TO COORDINATE LOCATIONS OF ADDITIONAL PENETRATIONS THROUGH MASONRYWALLS, RE: MECH, PLUMBING AND ELECTRICAL 6. REFER TO SHEET GO.0 FOR WALL TYPES 7. EXISTING CASEWORK AND FF&E NOT IDENTIFIED OR INDICATED ON DOCUMENTS IS TO REMAIN UNLESS OTHERWISE NOTED TO BE ANDERSON REMOVED COORDINATE VV/ OWNER 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIM H A L L A S OR HERSELF WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONS AND DIMENSIONS, AND CONFIRMING THAT THE WORK ARCHITECTS MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFYARCHITECT IN WRITING OF ANY DISCREPANCY WITHIN THE CONTRACT DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 9. ALL APPLIANCES ARE OWNER FURNISHED AND TO BE INSTALLED BY Q,0F Coto* GC (OFCI). Q1 S411 l� 3.12.2021 h 0 C OFNSED AFCo NEW LEGEND I� <E> WALL TO REMAIN D <N> WALL, REFER TO TAG FOR TYPE 101 DOOR TAG WALL TYPE TAG ii STOREFRONT TYPE TAG ^ OX WINDOW TYPE TAG v / ® KEYNOTE co LLI V co Z 00O KEYNOTES Q j N10 18"W X 14"D X 11"H ADA -COMPLIANT MICROWAVE, OFCI. O N 11 24"W X 23"D X 32"H ADA -COMPLIANT UNDER -COUNTER MINI -FRIDGE, OFCI. ry J N23 INSTALL SALVAGED SIDELITE, RE: WINDOW SCHEDULE. VERIFY IF (E) GLASS IS TEMPERED AND RE -INSTALL NEXT a TO DOOR ONLY IF TEMPEREDQ 7 L L N39 INFILL <E> DOOR OPENING. < rOnn L V N NLU �/ > LL Q LLl C/) L J °O U J A� LL H O � � 0 O 0 LL 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS SECOND FLOOR - PLAN ies Nbbott Asyec CAA A1.2 RCP GENERAL NOTES 1 3 4 5 6 1. MECHANICAL & ELECTRICAL EQUIPMENT IS SHOWN FOR REFERENCE Alr ONLY. SEE MECHANICAL & ELECTRICAL SHEETS OR TYPE & FOOTHILLS LOCATIONS. 2. COORDINATE WITH STRUCTURAL, MECHANICAL, ELETRICAL& Re iond Housing T-5 3'-5" 3 5' 3 5" PLUMBING DRAWINGS FOR LOCATIONS OF CEILING FIXTURES 3LINES . / g g 4. IDENATEWITHARC CT RIOR THITECTALLAL TO FIRE DEPARTMENT.O COORFINAL LOCATION OF LIGHT' FIXTURES PRIOR INSTALLATION v 5. CENTER ALL LIGHTS AND LAV -IN CEILING GRIDS IN ALL SPACES (OFFICES, HALLWAYS, CONFERENCE ROOMS, ETC.) U.O.N. LEC ANDERSON J 099 CEILING FINISH LEGEND: HALLAS BLACK LINES/HATCH DENOTE <N>, LIGHT GREY DENOTES <E> TO REMAIN ARCHITECTS KI ::HEN STAFF OLJIJGE IIJ2 001 E -ACT - EXISTING 24"x48" C EILING TILE Df DSto9 M CO STO G ACT -I -NEW 24"x24" CEILING TILE W 01 01 O ; 4D I l� 3.12.2021 Vh C GYP -1 -GYP BD CEILING SED AFS I I OPEN TO ABOVE - 24"X48" LIGHT FIXTURE ® 24"X24"LIGHT FIXTURE El24"X24"SUPPLYAIR GRILLE 24"X24" RETURN AIR GRILLE ®KEYNOTE w fD O O Z � CEILING ELEVATION _ 00 U O 0 STORAGE J OO8 KEYNOTES ca Z O Q rn - C PY V j 2 �ul I LU LU Q I U J00 LL -� A � F - LL � O 1;T O 0 LL BASEMENT 3/16" = T-0" 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 2]D43]e F (303)2]D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS BASEMENT - REFLECTED CEILING PLAN A2.0 0 0 0 0 0 0 6 A9 1 - W L U J J BO ARE RO IA LL F 30 SF SH O 0 o S LL 11 S 140 1208 SIF FILIE ROOM 236 113 IF 83 - GYP -1 GYP -1 -- MEN 136,-. -,'-'59-SF--GYP-1,-- - .WOME 135 GYP -1 -- 52 SF1 ..-.. RR 13'4 65 SF GYP -1 f- 41 1( 139 1gOA 3 SF NIMIT Iii . l M LOBBY 130 455 SF IT---- IIb GYP -1 , 11 - E;I`1TRY: r86 1.32, 39 SIF FIRST FLOOR 3/16" = T-0" iii 103 1 SI ACT -1 ACT -1 1 1 144 SF 1 191.1 =1C 151= ICE 11 101 II CE 0� �101SF 1E 23 1 M 1 FFI 111 38 )F ICE 112 6 F STAIR B 152 SF )FICE 114 61 F 0 0 WN 0 RCP GENERAL NOTES Ir 1. MECHANICAL & ELECTRICAL EQUIPMENT IS SHOWN FOR REFERENCE ONLY. SEE MECHANICAL & ELECTRICAL SHEETS OR TYPE & LOCATIONS.FOOTHILLS 2. COORDINATE WITH STRUCTURAL, MECHANICAL, ELETRICAL & PLUMBING DRAWINGS FOR LOCATIONS OF CEILING FIXTURES. RB IOIIG HOUSIn 3. COORDINATE LOCATION OF FIRE SPRINKLER LINES & RISERS W/ g g ARCHITECT PRIOR TO SUBMITTAL TO FIRE DEPARTMENT. 4. COORDIINATE WITH ARCHITECT ALL FINAL LOCATION OF LIGHT FIXTURES PRIOR TO INSTALLATION 5. CENTER ALL LIGHTS AND LAV CEILING GRIDS IN ALL SPACES (OFFICES, HALLWAYS, CONFERENCE ROOMS, ETC.) U.O.N. CEILING FINISH LEGEND: ANDERSON HALLAS BLACK LINES/HATCH DENOTE <N>, LIGHT GREY DENOTES <E> TO REMAIN ARCHITECTS E -ACT - EXISTING 24"x48" CEILING TILE Df Coto9 �P MSG�o ACT -1 -NEW 24"x24" CEILING TILE W 40 3.12.2dL1 GYP -1 -GYP BD CEILING ZAP �Vh �NSED AFC\ OPEN TO ABOVE 24"X48" LIGHT FIXTU RE 24"X24"LIGHT FIXTU RE 24"X24" SU PPLY AIR GR ILLE El24" X 24" RETURN AIR GRILLE �/ `/) ® KEYNOTE co W V co O CEILING ELEVATION Z O 00 KEYNOTES N36 FINISH EDGE OF SOFFIT WHERE WALL WAS REMOVED TO BE FLUSH. ATTACH <E> GRID TO WNW GYP, REPAIR OR REPLACE GRID AS NECESSARY. LiLl W L U J J 00 1;T Drawn by BNS, SH, EV Checked by LL F � tF 114 SH O 0 o S LL 11 S FILIE ROOM 236 113 IF M 1 FFI 111 38 )F ICE 112 6 F STAIR B 152 SF )FICE 114 61 F 0 0 WN 0 RCP GENERAL NOTES Ir 1. MECHANICAL & ELECTRICAL EQUIPMENT IS SHOWN FOR REFERENCE ONLY. SEE MECHANICAL & ELECTRICAL SHEETS OR TYPE & LOCATIONS.FOOTHILLS 2. COORDINATE WITH STRUCTURAL, MECHANICAL, ELETRICAL & PLUMBING DRAWINGS FOR LOCATIONS OF CEILING FIXTURES. RB IOIIG HOUSIn 3. COORDINATE LOCATION OF FIRE SPRINKLER LINES & RISERS W/ g g ARCHITECT PRIOR TO SUBMITTAL TO FIRE DEPARTMENT. 4. COORDIINATE WITH ARCHITECT ALL FINAL LOCATION OF LIGHT FIXTURES PRIOR TO INSTALLATION 5. CENTER ALL LIGHTS AND LAV CEILING GRIDS IN ALL SPACES (OFFICES, HALLWAYS, CONFERENCE ROOMS, ETC.) U.O.N. CEILING FINISH LEGEND: ANDERSON HALLAS BLACK LINES/HATCH DENOTE <N>, LIGHT GREY DENOTES <E> TO REMAIN ARCHITECTS E -ACT - EXISTING 24"x48" CEILING TILE Df Coto9 �P MSG�o ACT -1 -NEW 24"x24" CEILING TILE W 40 3.12.2dL1 GYP -1 -GYP BD CEILING ZAP �Vh �NSED AFC\ OPEN TO ABOVE 24"X48" LIGHT FIXTU RE 24"X24"LIGHT FIXTU RE 24"X24" SU PPLY AIR GR ILLE El24" X 24" RETURN AIR GRILLE �/ `/) ® KEYNOTE co W V co O CEILING ELEVATION Z O 00 KEYNOTES N36 FINISH EDGE OF SOFFIT WHERE WALL WAS REMOVED TO BE FLUSH. ATTACH <E> GRID TO WNW GYP, REPAIR OR REPLACE GRID AS NECESSARY. LiLl W L U J J 00 1;T Drawn by BNS, SH, EV Checked by LL F � o 0 o 0 LL 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 2]D43]e F (303)2]D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALL45 ARCHRECTS. P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS FIRST FLOOR REFLECTED CEILING PLAN FAM �f RCP GENERAL NOTES 1 2 3 4 5 6 1. MECHANICAL & ELECTRICAL EQUIPMENT IS SHOWN FOR REFERENCE Alr ONLY, SEE MECHANICAL & ELECTRICAL SHEETS OR TYPE LOCATIONS. & FOOTHILLS 2. COORDINATE WITH STRUCTURAL, MECHANICAL, ELETRICAL& Re 1011G HOU$In PLUMBING DRAWINGS FOR LOCATIONS OF CEILING FIXTURES. g g 3. COORDINATE LOCATION OF FIRE SPRINKLER LINES & RISERS ARCHITECT PRIOR SUBMITTAL CIOORDES PRIORITOOINSTALLATION LLOFINAL LOCATION OF LIGHTi/ FIRE DEPARTMENT. EQ EQ A9 1 5. CENTER ALL LIGHTS AND LAV CEILING GRIDS IN ALL SPACES ACT -1 ACT -1 OF IC —ACT-1—(OFFICES, HALLWAYS, CONFERENCE ROOMS, ETC.) U.O.N. OF �C OFFI E O FI E 9 SF OF IC OF ICE FFI E ANDERSON 202 204 206 2 0 2 2 21 CEILING FINISH LEGEND: HALLAS 17 SF O OP N FFI E EN F ICE BLACK LINES/HATCH DENOTE <N>, LIGHT GREY DENOTES <E> TO REMAIN ARCHITECTS 231 ACT -1 E -ACT -EXISTING 24"x48" CEILING TILE FCO o ca 3 366 SIF SP�� 34 ACT -1 - NEW 24"x24" CEILING TILE77 40 OFFICE F - - - - 216 ACT -1 — — — — — — — — — — _ — — GYP -1 -GYP BD CEILING PFNSED AF����� ACT -1 FF E OPEN TO ABOVE 20 7-7 T_1 O „ n T IF IE I 24"X48" LIGHT FIXTURE RELAX / ACT -1 MOI HE 'S ® 24" X 24" LIGHT FIXTURE ROOM 15 201 2Q3 O5 86 SF 97 F 9 SF lz 24" X24" SUPPLYAIR GRILLE MENS CO FE EN E OP `^ 36; 240 213 1 3 SF Li I 24"X24" RETURN AIR GRILLE '^r' 1..� m - 8' 10" # KEYNOTE v'r, O O r� CEILING ELEVATION z 00 211 209 2C 17 7 1 8 S 87 SF 97 F Li ACT -1 U As.i < /r ai O 0 NjEnrs - As., off234- 8'_2" 35 ACT -1 1 1 ASF _ 8'-,0" C RRIDO Ci 238 I (6 216 SIF 3a KEYNOTES Q z Cl HOLD Q D N34 TIE NEW CEILING GRID INTO EXISTING GRID AT 2X4 . � r n W INCREMENT AND ALIGN GRID; EXTEND TO NEW WALLS. W l.! XE UTI E N35 EXTEND <E> SOFFIT BULKHEAD TO WNW CONFERENCE ROOM w WALL. OF IC OFFICE FFI CE O= ICE OIRE CTOR Q 26 224 222 0 OF FtCE.— 14 SF Cl 143 S 57 F Cl 1:57 S 18 1 1 1 J 30 SIF100 U J -�- - - - - - - - - - --� LL LL o O oL No. Description Date SECOND FLOOR U3/16" = T-0" GOLF EN P'. (303) 27e437e F (303)27e0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALOS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS SECOND FLOOR - REFLECTED CEILING PLAN A2.2 o��d. 01J`s�o 12" MIN' 305 560 12"MND 305 Z N +=l o l 24" MIN 610 of 22"MIN ._________,I 560 (A) HINGE APPROACH, (B) FRONT APPROACH, (C&D) HINGE APPROACH, (E) HINGE APPROACH, (G) LATCH APPROACH, (F) LATCH APPROACH, PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE PUSH SIDE PULL SIDE 'IF BOTH CLOSER & X= 36" (915) MIN IF Y= 60" I I I Z N i CLOSER IS PROVIDED CLOSER IS PROVIDED Leaf -F IF Y= 54" (1370) 0 T-0" I I I ro J Leaf -FG I I I v DIRECTION w 560 12"MND 305 Z N +=l o l 24" MIN 610 of 22"MIN ._________,I 560 (A) HINGE APPROACH, (B) FRONT APPROACH, (C&D) HINGE APPROACH, (E) HINGE APPROACH, (G) LATCH APPROACH, (F) LATCH APPROACH, PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE PUSH SIDE PULL SIDE 'IF BOTH CLOSER & X= 36" (915) MIN IF Y= 60" 'IF BOTH CLOSER & LATCH '48" MIN (1220) IF '54" MIN (1370) IF LATCH ARE PROVIDED (1525); X=42" (1065) MIN ARE PROVIDED CLOSER IS PROVIDED CLOSER IS PROVIDED Leaf -F IF Y= 54" (1370) "48" MIN (1220) IF BOTH T-0" LH 05 INTERIOR SOUNDPROOF GLASS WINDOW, CLOSER & LATCH J Leaf -FG ALUM J PROVIDED = DOORAPPROACH DIRECTION DOOR CLEARANCES 1/4" TYP DOUBLE W D STUDS AT HEADER HOLLOW ME FRAME AS SCHEDULED RE: DOOR SCHEDULE DOOR PANE SCHEDULED RE: DOOR SCHEDULE WALL THICKNESS RE: WALLTYPES /A TYP GYP.BD. WALL FINISH EACH SIDE OF METAL STUDS TYP HM DOOR HEAD 311 = 1'-0" TYP GYP.BD. WALL FINISH EACH SIDE OF META' FOR DOOR SIZE U) � � W Leaf -F Frrn_02 W T-0" RH Z LL 125 Y Leaf -F Frrn_02 U T-0" RH 05 J 127 EXTG Leaf -F Frrn_02 H T-0" LH 05 INTERIOR SOUNDPROOF GLASS WINDOW, 132A J Leaf -FG ALUM J . RHR AL01 w 132B TYP DO METAL ATJAML TYP HM DOORJAMB K31Bi1Qi]Y L DOOR PANEL AS SCHEDULED, RE: DOOR SCHEDULE HOLLOW METAL FRAME AS SCHEDULED, RE: DOOR SCHEDULE GYP. BD. FINK WALLTYPES PROVIDE MTL EDGE PROI EA. SIDE OF F 1IUIU//RNR W D STUD WITH INSULATION -RE WALL TYPE FOR ADDITIONAL INFORMATION BACKER ROD AND SEALANT, TYP EA. SIDE OF FRAME HOLLOW METAL FRAME - PT ,ranauzna�yc.�a�i DOOR SCHEDULE SALVAGEDTYPE SIZE NO. DOOR/FRAME LEAF FRAME HEIGHT WIDTH LH/RH HARDWARE COMMENTS FIRST FLOOR 123 EXTG Leaf -F Frrn_02 T-0" T-0" RH 05 STC -48 INTERIOR TEMPERED GLASS WINDOW, 125 EXTG Leaf -F Frrn_02 T-0" T-0" RH 05 BOD: ACOUSTICAL SURFACES NOISE S.T.O.P. 127 EXTG Leaf -F Frrn_02 T-0" T-0" LH 05 INTERIOR SOUNDPROOF GLASS WINDOW, 132A NEW Leaf -FG ALUM T-0" T-0" RHR AL01 PROVIDE ADA OPENER 132B NEW Leaf -FG ALUM T-0" T-0" RHR AL02 PROVIDE ADA OPENER 134 NEW Leaf -F Frrn_02 T-0" T-0" LH 01 PROVIDE OCCUPANCY INDICATOR LOCK 135 NEW Leaf -F Frrn_02 T-0" T-0" RH 01 PROM DE OCCU PANCY IN DICATOR LOCK 136 NEW Leaf -F Frrn_02 T-0" T-0" RH 01 PROM DE OCCU PANCY IN DICATOR LOCK 144 NEW Leaf -F 1'-4" 9'-11/2" T-6" RHR 04 SLIDING CLOSET DOOR 146A NEW Leaf -FG Frrn_02 T-0" T-0" RHR 02 OFCI ACCESS CONTROL 146B NEW Leaf -FG Frrn_02 T-0" T-0" RHR 03 PROVIDE ADA OPENER, OFCI ACCESS CONTROL 147 NEW Leaf -F F" 02 T-0" T-0" RH 03 PROVIDE ADA OPENER, OFCI ACCESS CONTROL 614. ejkIIAil 191N 200 EXTG Leaf -F Frrn_02 T-0" T-0" RH 05 STC -48 INTERIOR TEMPERED GLASS WINDOW, 202 EXTG Leaf -F Frrn_02 T-0" T-0" LH 05 BOD: ACOUSTICAL SURFACES NOISE S.T.O.P. 204 EXTG Leaf -F Frrn_02 T-0" T-0" RH 05 INTERIOR SOUNDPROOF GLASS WINDOW, 206 EXTG Leaf -F Frrn_02 T-0" T-0" LH 05 BRONZE ANNODIZED 214 EXTG Leaf -F Frrn_02 T-0" T-0" LH 05 STC -48 INTERIOR TEMPERED GLASS WINDOW, 222 EXTG Leaf -F Frrn_02 T-0" T-0" LH 05 BOD: ACOUSTICAL SURFACES NOISE S.T.O.P. 226 EXTG Leaf -F Frrn_02 T-0" T-0" LH 05 INTERIOR SOUNDPROOF GLASS WINDOW, 230 EXTG RHR 05 OFCI ACCESS CONTROL 238 EXTG 3'-4" 1'-4" 9'-11/2" RHR 05 EXTG TO REMAIN IN PLACE, OFCI ACCESS CONTROL 240 NEW Leaf -FG Frrn_02 T-0" T-0" RH AL03 OFCI ACCESS CONTROL 240B EXTG Leaf -F F" 02 T-0" T-0" LH 05 WINDOW SCHEDULE SALVAGED/DETAILS TYPE NEW WIDTH HEIGHT HEAD HEIGHT SILL HEAD JAMD COMMENTS FIRST FLOOR A NEW 1'-4" 5'-101/2" T-1 1/2" 6/A3.0 5/A3.0 STC -48 INTERIOR TEMPERED GLASS WINDOW, LL LI O � O BOD: ACOUSTICAL SURFACES NOISE S.T.O.P. O U- r INTERIOR SOUNDPROOF GLASS WINDOW, BRONZE ANNODIZED B NEW 1'-4" 4'-0" 6/A3.0 5/A3.0 STC -48 INTERIOR TEMPERED GLASS WINDOW, BOD: ACOUSTICAL SURFACES NOISE S.T.O.P. INTERIOR SOUNDPROOF GLASS WINDOW, BRONZE ANNODIZED D NEW 3'-4" 1'-4" 9'-11/2" 6LUUNU FLUUK C SALVAGED 1'-4" 5'-101/2" 6-10" VERIFY EXISTING DIMENSIONS STC -48 INTERIOR TEMPERED GLASS WINDOW, BOD: ACOUSTICAL SURFACES NOISE S.T.O.P. INTERIOR SOUNDPROOF GLASS WINDOW, BRONZE ANNODIZED SEALED GLAZING ASSEMBLY TYP. SECTION DETAIL AT HM WINDOW AT HEAD 311 = 1'-0" WINDOW GASKETS ¢w Oo ow z_x NN W m PROVIDE MTL J -BEAD EDGE PROTECTION, TYP EA. SIDE OF FRAME WD STUD WITH INSULATION - RE: WALL TYPE FOR ADDITIONAL INFORMATION 7 1/4" L SEALED GLAZING ASSEMBLY 2" 2" L 3 1/4" STC -48 INTERIOR TEMPERED GLASS 1 WINDOW, BOD: ACOUSTICAL SURFACES NOISE S.T.O.P. INTERIOR SOUNDPROOF GLASS WINDOW, BRONZE ANNODIZED \ WINDOW STOP HOLLOW METAL FRAME - PT RE: SCHEDULE 1 1/2" 1 1/2" N� 02 > RE: SCHEDULE nDOOR FRAME U 3/8" = 1'-0" > N BACKER ROD AND SEALANT, TYP EA. SIDE OF FRAME TYP. SECTION DETAIL AT HM WINDOW SILL/JAMB 311 = 1'-0" DOOR GENERAL NOTES M�� 1. REFER TO SPECIFICATIONS FOR HARDWARE SET. 2. G.C. SHALL VERIFYALL EXISTING OPENING SIZES PRIOR TO START OF CONSTRUCTION. FOOTH I LLS 1 C 3. ALL DOORS SHALL OPEN WITH A FORCE NOTTO EXCEED r 1 n LLJ SFT. Regional Housing 4. EXTERIOR DOOR SHALL BE FULLY INSULATED WITH WEATHER STRIPPING, DOOR SWEEPS, AND RAIN DRIPS. 5. AT ALL EXTERIOR ENTRANCE DOORS, PROVIDE A SIGN ABOVE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS". 6. ALL PANIC HARDWARE SHALL INCLUDE CONCEALED RODS. 7. PROVIDE DOOR STOPS AT ALL INTERIOR DOORS. 8. ALL NEW GLAZING IN DOOR AND WINDOWS WITHIN 24" OF DOORS (IN SAME PLANE AS DOORS) SHALL BE TEMPERED. 9. LOCKSETSSHALL BEOFTYPEANDMFGTHATWILLRECEIVE ANDERSON INTERCHANGEABLE CORES THAT ARE COMPATIBLE WITH THE BEST LOCKING SYSTEM; CORES WILL BE KEYED BY LOCKSMITH AT CONTRACTOR EXPENSE. H A L L A S 10. SALVAGE AND RE -USE EXISTING DOORS; COORDINATE WITH OWNER ON REPLACEMENT OF EXISTING DOOR HARDWARE, ARCHITECTS OFCI. 11. OWNER IS PROVIDING APPLICATION -BASED DIGITAL ACCESS CONTROL AT DOORS AS NOTED, NO ELECTRICAL HARDWIRE NEEDED. ACCESS CONTROL OFCI. �� pF Coto , M� SQco G �o RFSCHFIHII F RF' SCHFIHII F FG O =TEMPERED GLAZING F DOOR LEAF 3/8" = 1'-0" T-4" 4" V.I.F. K o O 0 0 / o A LL y O N W LL N N O O O N Z O > > A B C D WINDOW ELEVATION !� 3.12.2D21 h O �NSED ARC��� U) LU (DC:) OZ O <j O 0 V < (6 Q Z N L Q 0 UJ rn N V � > LL_ Q W L U J J °O LL LI O � O O U- r 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e E )B0B)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENTOF ANOENSON HALUS ARCHREUS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Dale 03.122021 Drawn by BNS, SH, EV Checked by WS OT =TEMPERED GLAZING DOOR & WINDOW SCHEDULE & pe,o,,�9 DETAILS m o. e c A3.0 ,o OT =TEMPERED GLAZING t � 4'-4" 1 6'-43/8" 2"—,4'- 0" 2" 2„ 2' -10 3/8" 2" 3'- 0" 2 FOOTHILLS Regional Housing / N O 3� ANDERSON / HALLAS / ARCHITECTS O / FIRST FLOOR 0" V pF COta9 nSTOREFRONT AA - ENTRY 132 CO M s Goo STOREFRONT BB -CORRIDOR 147 1 3/8" = 1'-0"aooa , 3/8 = 1 -0 !� 3.12.2D21 ti v cFNSED ARp���� 7 A9.1 3'-97/8" 10'-7" 2" 3'- 3 7/8" s4" 4" 3'-4 1/2" 2" 3'-4 1/2" 2" 3'- 0" 2" N EQ EQ \ N O ° 240 MM LU cD / O / z 00 / — o SECOND FLOOR n N O SECOND FLOOR n D U 12'_0" V - -12 _0 V O a) (STOREFRONT DD - CONFERENCE 240 nSTOREFRONT CC - CONFERENCE 240 J U 3/8" = 1'-0" 3/8" = 1'-0" Q Z Q O L LJ UJ A9.0 Q 10'- 10 1/8" C/) L - U J LL F - LL O O O V V N N No. Description Date 0 in N FIRST LOOK n Ill 1.1RTEENT1 STREET GosDEN, cosoRADo ewol P'. (303) 27e437e F (303)27e0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS STOREFRONT EE - RECEPTION 131 ANDERSONHIBITEDALUS RHFwRITTE.eDN3ENTDF NNOENSONH WITHOUT TTHRECTS,P.C. 1/2" = 1'-0" Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS STOREFRONT ELEVATIONS �eeorc s a E cA3.1 �A oc Gi/ryr� �i�sS� AIr FOOTHILLS Regional Housing FINISHES LEGEND CODE DESCRIPTION TREATMENT NOTES <E> EXISTING FINISH TO REMAIN - ANDERSON GWB MOISTURE-RESISTANT GYP BOARD PROVIDE NEW CT-1 SLIP-RESISTANT PORCELAIN TILE FLOOR, OFCI PROVIDE NEW INSTALL PATTERN: 1/4 OFFSET RUNNING BOND H A L L A S CT-2 CERAMIC WALL TILE- RESTROOMS PROVIDENEW INSTALL PATTERN: HORZONTAL STACK BOND CT-3 CERAMIC WALL TILE- YELLOW PROVIDE NEW CT-5 CERAMIC WALL TILE -WHITE L2 PROVIDE NEW PT-1 PAINT- SW AGREEABLE GRAY PROVIDE NEW PT-2 PAINT -SW SAUCYGOLD PROVIDE NEW PT-3 PAINT -SW EVERGREEN FOG PROVIDE NEW PTS PAINT -SW HPT-4 PAINT - SVV ATERLOO PROVIDE NEW UNDERGRAY PROVIDENEW 'lF'pF COi719y CO $ G� WP-1 WALL PANEL-WOOD TEXTURE, OFCI PROVIDE NEW WP-2 WALL PANEL- GEOMETRIC TEXTURE, OFCI PROVIDE NEW W WB-1 RUBBERIZED WALL BASE, OFCI PROVIDE NEW ; 4p FL-01 CARPET TILE FLOORING, OFCI PROVIDE NEW INSTALLPATTERN:1/2 OFFSET RUNNING BOND 3.j2,2Q'L� I h : �C 4 TR-2 COVECORNERTRIM: SCHLUTER-DILEX-AHK PROVIDENEW FNSEp ARpN��� TR-3 SCHLUTER JOLLY- TILE EDGING WALL TRIM PROVIDENEW TR-4 SCHLUTER RENO-TK-TILE FLOOR TO CARPET PROVIDENEW TERMINATION PROFILE NOTE: FINAL PAINT COLOR SELCETION TO BE CONFIRMED BYOWNER PRIOR TO PAINTING. ' W O z O N O 0 `/y� V <(6 N >L W rn N V N��/ > LL Q W L J U J O � LL O v O LL r 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS FINISH SCHEDULE pyean,y,_ A3.2 n c 0 P1 5 FINISH SCHEDULE CT-4 CERAMIC WALL TILE- WHITE Li PROVIDE NEW ARCHITECTS ACT -1 SUSPENDED ACOUSTIC CEILINGTILE PROVIDE NEW SF -1 STOREFRONT SYSTEM - DARK BRONZE PROVIDE NEW QTZ-1 3 CM QUARTZ COUNTERTOP, OFCI PROVIDE NEW TR -1 COVE BASE TRIMSCHLUTER-DILEX-AHK PROVIDE NEW 00 O Z O °O No. Description Date ROOM NUMBER NAME AREA FLOOR FINISH CEILING FINISH NORTH EAST SOUTH WEST WALL FINISH BASE WALL FINISH BASE WALL FINISH BASE WALL FINISH BASE 001 STAFF LOUNGE 1,495.90 SF CT -1 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 002 KITCHEN 272.48 SF CT -1 <E> PT -1 WB -1 - - PT-1/CT-3 WB -1 PT-1/CT-3 WB -1 003 MECH 183.47 SF - - - - - - - - - - 004 MEN 88.36 SF - - - - - - - - - - 005 WOMEN 86.71 SF - - - - - - - - - - 006 STG 238.69 SF - - - - - - - - - - 007 STG 87.00 SF - - - - - - - - - - 008 STORAGE 773.09 SF - - - - - - - - - - 009 ELEC 119.38 SF - - - - - - - - - - 010 STORAGE 2,430.17 SF - - - - - - - - - - 011 COPY 144.41 SF - - - - - - - - - - 012 OFFICE 105.71 SF - - - - - - - - - - 100 OFFICE 139.00 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 100A CLOSET 59.58 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 101 ADMIN 101.88 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 102 OFFICE 129.00 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 103 RELAX/MOTHER'S ROOM 80.76 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 104 OFFICE 154.15 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 105 OFFICE 103.41 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 106 OFFICE 154.15 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 107 OFFICE 100.91 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 108 OFFICE 196.06 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 109 OFFICE 103.73 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 110 OFFICE 189.25 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 111 FINISHES ROOM 114.21 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 112 OFFICE 69.23 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 113 FILEROOM 235.83 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 114 OFFICE 60.76 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 115 OFFICE 102.20 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 116 OFFICE 138.39 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 118 OFFICE 96.38 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 120 OFFICE 125.18 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 121 INTERVIEW 101.56 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 122 OFFICE 105.38 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 123 INTERVIEW 103.18 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1U) 124 OFFICE 172.08 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 125 INTERVIEW 81.87 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 126 OFFICE 141.03 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 127 INTERVIEW 82.26 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1(D 130 LOBBY 454.76 SF CT -1 ACT-1/GWB PT-2/WP-1/WP-2 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 131 RECEPTION 199.22 SF FL -01 <E> PT-2/CT-1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 132 ENTRY 39.43 SF CT -1 GWB SF -1 - SF -1 - PT -1 WB -1 PT -1 WB -1 134 RR 65.07 SF CT -1 GWB PT -1 /CT -2 - PT -1 /CT -2 - PT -1 /CT -2 - PT -1 /CT -2 - 135 WOMEN 51.55 SF CT -1 GWB PT -1 /CT -2 - PT -1 /CT -2 - PT -1 /CT -2 - PT -1 /CT -2 - 136 MEN 59.47 SF CT -1 GWB PT -1 /CT -2 - PT -1 /CT -2 - PT -1 /CT -2 - PT -1 /CT -2 - 140 CONFERENCE 208.24 SF FL -01 <E> PT -1 WB -1 - - PT -1 WB -1 PT -1 WB -1 142 BOARDROOM 307.22 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 143 BREAK AREA 14.86 SF - GWB PT -2 - CT -4 - PT -2 - - - 144 CLOSET 7.83 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 145 COFFEE NOOK 12.47 SF - <E> PT -2 - CT -4 - PT -2 - - - 146 CORRIDOR 859.17 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB-1Q 147 CORRIDOR 144.23 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 150 HALL 123.17 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 200 OFFICE 178.06 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 201 OFFICE 86.19 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 202 OFFICE 171.21 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 203 OFFICE 97.04 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 204 OFFICE 88.01 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 205 OFFICE 95.98 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 206 OFFICE 130.18 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 207 OFFICE 96.81 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 208 OFFICE 95.56 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 209 OFFICE 87.10 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 210 OFFICE 96.34 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 211 OFFICE 107.90 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 212 OFFICE 171.27 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 213 COPY 162.55 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 214 OFFICE 132.45 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 215 RELAX/MOTHER'S ROOM 100.77 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 216 OFFICE 79.47 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 218 EXECUTIVE DIRECTOR OFFICE 307.26 SF FL -01 ACT -1/<E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 220 OFFICE 156.58 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 222 OFFICE 156.58 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 224 OFFICE 143.42 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 226 OFFICE 144.80 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 230 OPEN OFFICE 1,366.27 SF FL -01 ACT -1 /<E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 231 OPEN OFFICE 248.45 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 233 BREAK AREA 14.38 SF - GWB PT -2 - - - PT -2 - CT -5 - 234 MENS 100.76 SF - - - - - - - - - - 235 COFFEE NOOK 12.31 SF - <E> PT -2 - CT -5 - PT -2 - - - 236 WOMENS 102.64 SF - - - - - - - - - - 238 CORRIDOR 215.73 SF FL -01 <E> PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 240 CONFERENCE 260.35 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 250 LANDING 225.58 SF FL -01 ACT -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 PT -1 WB -1 Alr FOOTHILLS Regional Housing I-- - — - — -— - - ANDERSON �® a ROOF LEVEL n HALLAS 24'_0" v ARCHITECTS Df Coto 000 0 0 000 0 0 000 CO au r SECOND FLOOR 12'_0� v lac �Vti �NSED AF��\'� 000 0 0 000 0 0 000 FIRST FLOOR n 0" SOUTH BUILDING ELEVATION U) U 3/16" = T-0" r> W (Dc� o Z co o jO a; 0) O 0 0 J � 3 Q Z Q O W 0��/ LL Q W C/)L J °O HEAD OF LL WINDOW LL O r O � O U r No. Description Date SPIN -MOUNTED LETTERING U 3/8" = T-0" 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 2]D43]e F (303)2]D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS BUILDING ELEVATION pyean,y,_ `cif"N C.1"A4.1 \e c c .o 2 EQ EQ 11'-6"VIF 11'-6"VIF 2'-4'VIF 18'-4"ALUMINUM PIN -MOUNTED LETTERING, ARIAL NARROW FONT 2'-4"VIF NEW RESILIENT TREAD AND RISER NEW WOOD TREADS, NEW WOOD STRINGER BEYOND, RE: STRUC. DETAIL - STAIR TREADS 1 1/2" = T-0" 1 1/2" SQ. MTL GUARDRAIL 1/4" DIA. MTL TENSION WIRE SYSTEM MTL BALUSTER BEYOND RE: STRUCT F( BOLTED CONNECTI( AND REQ'D BLOCKIP TOP OF EXISTING STAIR LANDING NEW STAIR INTO STING STAIR JDING, RE: STRUC. SECOND FLOOR n 12'-0" V 1 1/2" SQ. MTL GUARDRAIL STL HAN DRAIL - PNT 1 1/2" 3" 1/4" PLATE STEEL, WELDED TO POST— 05 a Ell 1/4" DIA. MTL TENSION WIRE SYSTEM MTL BALUSTER BEYOND RE: STRUCT FOR BOLTED CONNECTION AND REQ'D BLOCKING TOP OF EXISTING STAIR / LANDING 0 DETAIL - GUARDRAIL @ L2 DETAIL - GUARDRAIL U1 1 /2" = 1'-0" U 1 1 /2" = T-0" MTL. GUARDRAIL (1-1/2" SQ.) PROVIDE POWDER COAT FINISH TYP. STEEL SUPPORTS WI TENSION WIRE SYSTEM 1-1/2" DIAM. MTL HANDRAIL W/ MTL WALL BRACKETS AT ALL STAIR WALLS. PROVIDE POWDER COAT FINISH TYP. RETU STAIR ISOMETRIC FLOOR 0" V SECTION - STAIR A 1/4" = 1'-0" VERTICAL CIRCULATION NOTES 1. SHOP DRAWINGS ARE REQUIRED FOR ALL STAIRS AND RAILINGS FOR OWNER /ARCHITECT/ ENGINEER APPROVAL. ECOND FLOOR n 12'-0" V n3 1ANDRAIL DRAIL IL TO STAIR O ENLARGED PLAN - STAIR A 2ND FLR 1/4" = 1'-0" RETURN HANDRAIL TO WALL RETURN HANDRAIL TO FLOOR RETURN HANDRAIL TO GUARDRAIL FIRST FLOOR 0" V n 3 A6.0 I o Q - w N � ~ O LL O 00 > m I - I 3'- 8 7/8" 1'- 0 1/8" 3'- 11 3/4" CLR. CLR. I I ENLARGED PLAN -STAIR A FIRST W' 1/4" = 1'-0" A� Ing 00\'Io AIr FOOTHILLS Regional Housing (2 ANDERSON HALLAS ARCHITECTS Df CO( 'P1" M4 S.q? l� 3.12.2021 h 0 '^fir'/ 1..� m LTJ V co co Z 00 00 jO Q O (1)i 0 of V < (6 Q Z N L Q 0 LLJ = w > � Q L1J W00 U J !n LL F - LL O � O 0LL 0 Ill EE GO NTOR ET EOURTSTREET ET P'. (303) 27e437e F (303)27e0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS. P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS VERTICAL CIRCULATION STAIR A A6.0 SECOND FLOOl 12'-0" LJ FIRST FLOOR n 0" J LOBBY INTERIOR ELEVATION - WEST 1/4" = 1'-0" LOBBY INTERIOR ELEVATION - NORTH 1/4" = 1'-0" KEYNOTES N6 PROVIDE WNW DATA AND POWER FOR (2) WORKSTATIONS: REF. ELEC. N ------------------------- J omillllm� ALIGN TOP OF ENTRY VESTIBULE WITH HEAD _ _ OF WINDOW FIRST FLOOR n 0.. J LOBBY INTERIOR ELEVATION - SOUTH 1/4" = 1'-0" LOBBY INTERIOR ELEVATION - EAST 1/4" = 1'-0" COND FLOOR 12'-0" o FIRST FLOOR 0" AIr FOOTHILLS Regional Housing ANDERSON HALLAS ARCHITECTS pF CO( Co°� M4 S.� l� 3.12.2021 h 0 "LASED Plr-t� A6.0 Fn 0 Q o _0 == _ CY Q 4 0 z ATO QO LU V 2 � T w III i � Q L—UF I ♦�1 L vJ 00 FLOOR n A6.0 12'-0�� `J 1 LJ - I0 � !n LL u LL ■1, P�kk 0 ° FLOOR 0" o P ENLARGED PLAN - LOBBY 1/4" = 1'-0" 3D VIEW - LOBBY N.T.S. 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 2]D43]e F (303)2]D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020130 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS ENLARGED PLANS & ELEVATIONS - LOBBY A7.0 AIr GENERAL NOTES FINISHES FOOTHILLS 1. REFER TO SHEET G0.2 FOR TYPICAL ACCESSORIES ELEVATIONS AND ADDITIONAL RegIOnd Housing INFORMATION. 2. ALL DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ARE TO FACE OF FINISH U.O.N. 3. INSTALL CTBB BEHIND ALL TILE WHERE NEW WALLS ARE PROVIDED. INSTALL MOISTURE RESISTANT GWB AT ALL RESTROOM WALL LOCATIONS ABOVE TILE BACKER BOARD. 4. GC TO COORDINATE AND PROVIDE WOOD BLOCKING AS REQUIRED FOR MOUNTING OF All q TOILET AND BATH ACCESSORIES, TYPICAL ALL LOCATIONS. 0 5. INSTALL SCHLUTER TRIMS AT ALL TILE TRANSITIONS, INCLUDING BASE COVE, CORNERS, A9.0 AND TOP EDGE TERMINATIONS; REFER TO FINISH SCHEDULE A3.2 FOR DETAIL 6'.V. 1. F 6. PROVIDE PIPE PROTECTION ATALL LAVATORIES. V.I.F. ANDERSON HALLAS WNW SHELVES (2). BOTTOM---" OTTOM ARCHITECTS SH ELF TO REMAIN WITHIN ADA SIDE -APPROACH REACH RANGE 4-6= 18"WX14"DX 11"H - Df Coto9 ADA -COMPLIANT 4Q' M $ COUNTERTOP CO G� ® OI 0 MICROWAVE, OFCI - v w 40 O ADA -H EIGHT 24" W x 24" D UNDER -COUNTER MINI -FRIDGE o PFNSED AFC���� 5/8"VIF 2'-0" 1'-0" 1'-6" 2'-0" 11"FILLER VIF _E>FN 101 � STAFF BREAK AREA BREAK AREA 4 � n i n A9.0 NTS FOR REFERENCE ONLY 1 /2 =l -0 13C A7.1 Y FINISH EXISTING SOFFIT WHERE WALL IS REMOVED , z A9.0 M W cD O — — — — — — — — — — — — — — — — — — — — — — O 5'-0" 3'-6" Z00 ___ ________ _ALIGN ♦♦♦//5 0 CRL BULLET- U RESISTANT 3/4" 3 -DRAWER CABINET _ _ _ _ _ _ _ _ _ _ _ _ _ _ LEVEL WITH FILE CABINET -0O GLASS 0)LEXGARD N GLASS WITH BASE DRAWER NARROW INSET OPEN SHELVING UNIT _ _ o O BRONZE WITH BACK PANEL, of O ANNODIZED CUSTOM DEPTH TO FACE 30 J ALUMINUM OF COLUMN (APPROX 10" COUNTERH FRAME N DEEP, VIF) < N Hz Z V-0" 1'-43/4" O'o EXTEN D EN D PAN E L TO FACE OF KNEE WALL O QTZ-1 LOW WALL _ v COUNTER 1 1 00 a 0000 e e e 1 1 1 w o UJ C/) 00N 131 V _ a 2" FILLER 3'-0" 1'-6" T-0" T-0" V-9 V-9" 1'- 3" 4'- 73/4" 1 0 m 2 -FILE DRAWER 3 -DRAWER VIF ED CABINET WITH LOW FILE ' LL O V DRAWER �\ RECEPTION -SOUTH SOLID SURF ACED. SUBSRATE 5 RECEPTION- EAST / 4 1 OVER 3/4"PLYWD. SUBSTRATE O LL O 1/2" = 1'-0" 1/2" = 1'-0" No. Description Date 30 146A A7.1 4 0 1 SAFETY PARTITION WITH 0 A90 TRANSACTION COUNTER CRL BULLET- 0 RESISTANT 3/4" 0 LEVEL LEXGARD 0 GLASS WITH NARROW INSET 0 o EDGE OF Tis FOURTEENTHSTREETEET BRONZE 0Z COUNTER coLDEN, COLORADO ewoi ANNODIZED 0 BELOW P (e0M 27a4e7e ALUMINUM F (303) 27F0521 o FRAME 0 ____________a _____ — L_______ 0 m COPYRIGHT 2021 WIT O 0 r —y ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is E131 0 0 - ANDERSON ARHEwRITTEN CONSENT OF O y EE NNOENSON H4LL45 NNCHRECTS, P.C. O M I I 0 D QTZ-1 COUNTER, 42" H Project Number 2020680 0 WATERFALL QTZ-1, RETURN 0 TO GROUND EDGE OF WALL Issue CONSTRUCTION DOCUMENTS o BELOW 30"X48" ADA FRONT Date 03.122021 iu APPROACH UP TO 27" FOR KNEE CLEARANCE Drawn by END, SH, EE/ —CLEAR CENTERED ON 2 Checked by WS 3'- 6" 5' - 0"4_17SAFETY GLASS A9.0 ENLARGED PLANS & ADMIN INT ELEVATION - SOUTH PRECEPTION -WEST ENLARGED PLAN - RECEPTION / ADMIN ELEVATIONS - 1 1/2" - 1'-0" rpouaty e RECEPTION U 1 /2 1 0 U 1 /2" = 1'-0" - ��� A7.1 AMEN -WEST ELEVATION WOMEN - WEST U 1/2" = 1'-0" AMEN -SOUTH ELEVATION U 1/2" = 1'-0" n RR - WEST ELEVATION U 1/2" = 1'-0" WOMEN - SOUTH PT -1 n RR -SOUTH ELEVATION U 1/2" = 1'-0" U AMEN - EAST ELEVATION U 1/2" = 1'-0" AMEN - NORTH ELEVATION 2 1/2" = 1'-0" WOMEN - EAST — 1/2" 1/2" = 1'-0" n RR - EAST ELEVATION U 1/2" = 1'-0" WOMEN - NORTH U 1/2"11'-0" I. FIIN (� (� I�ni.. n RR - NORTH ELEVATION U 1/2" = T-0" GENERAL NOTES FINISHES 1. REFER TO SHEET G0.2 FOR TYPICAL ACCESSORIES ELEVATIONS AND ADDITIONAL INFORMATION. 2. ALL DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ARE TO FACE OF FINISH U.O.N. 3. INSTALL CTBB BEHIND ALL TILE WHERE NEW WALLS ARE PROVIDED. INSTALL MOISTURE RESISTANT GWB AT ALL RESTROOM WALL LOCATIONS ABOVE TILE BACKER BOARD. 4. GC TO COORDINATE AND PROVIDE WOOD BLOCKING AS REQUIRED FOR MOUNTING OF All TOILET AND BATH ACCESSORIES, TYPICAL ALL LOCATIONS. 5. INSTALL SCHLUTER TRIMS AT ALL TILE TRANSITIONS, INCLUDING BASE COVE, CORNERS, AND TOP EDGE TERMINATIONS; REFER TO FINISH SCHEDULE A3.2 FOR DETAIL 6. PROVIDE PIPE PROTECTION ATALL LAVATORIES. TOILET ACCESSORY SCHEDULE A NEW TOILET PAPER DISPENSE, INSTALLED BYCONTRACTOR B NEW STAINLESS STEEL SANITARYNAPKIN RECEPTACLE PROVIDED BYCONTRACTOR C FREE STANDINGTRASH CAN C.1 SURFACE-MOUNTEDADA ELECTRIC HAND DRYE INSTALLED BYCONTRACTOR D NEW STAINLESS STEEL HORIZONTAL WALL MOUNTED BABY CHANGING UNIT H 18" MIN. x 1-1/2" DIA. VERTICAL GRAB BARS H.1 36" LG. x 1-1/2" DIA. REAR WALL GRAB BARS H.2 42" MIN. x 1-1/2" DIA. SIDE WALL GRAB BAR J NEW MIRROR (SEE ELEVATION FOR SIZE) K NEW WALL MOUNTED LIQUID SOAP DISPENSER, INSTALLED BY CONTRACTOR L NEW WALL MOUNTED TOILET SEAT COVER DISPENSER KEYNOTES N24 INSTALL WNW CERAMIC TILE (CT -2) WAINSCOTT OVER CTBB. TERMINATE TILE AT 5'-4" AFF WITH TR -3, PER SPEC. N37 INSTALL TR -4 AT FLOORING TRANSITION PER SPEC. ENLARGED PLAN - RESTROOMS 1/2" = 1'-0" CAIA ���ryigo f:F'ss AJr FOOTHILLS Regional Housing ANDERSON HALLAS of CO( AP1 M4 S.q? l� 3.12.2021 h V �NSED AFC��� U) 0. W I..L Q 0 Q 2 LU U_ LL LL O 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 co co O O 00 O N 0) of C6 >L N C N Q L 00 v a> v rn COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EE/ Checked by WS ENLARGED PLANS & ELEVATIONS - RESTROOMS A7.2 0 N_ 11 KITCHEN SOUTH ELEVATION 1/2" = 1'-0" BASEMENT -11'-2" �J KITCHEN WEST ELEVATION 1/2" = 1'-0" CL ENLARGED PLAN - KITCHEN 1/2" = T-0" KEYNOTES AIr FOOTHILLS N2 WNW 3'-0"X8'-0"MOVABLE TABLE, WOOD TOP WITH METAL LEGS ON CASTERS, Regiond Housing OFCI. N9 36"W X 34"D X 70"H REFRIGERATOR, OFCI. N13 14-1/2"W X 24"D X 32-1/2"H ADA -COMPLIANT ICE -MAKER, OFCI. - N14 PROVISTEEL INKV WNW SIDE -EAR OFFCH SET ADA -ACCESSIBLE AND GARBAGE STAINLESS STEEL SINK WITH REAR OFFSET DRAIN AND GARBAGE DISPOSAL: REF. PLUMB. N15 INSTALL WNW CERAMIC TILE (CT -3) BACKSPLASH OVER CTBB. TERMINATE TILE AT 7'-0" AFF WITH TR -3, PER SPEC. o N17 INSTALL WNW FLOATING SHELVES (2). BOTTOM SHELF TO BE WITHIN ADA -ACCESSIBLE SIDE -APPROACH REACH RANGE AT 48" MAX. ANDERSON N18 WNW LIGHT FIXTURE: REF. ELEC, OFCI. N25 BUILT-IN ADA -COMPLIANT MICROWAVE; BOD GE MODEL PEB7227ANDD. OFCI. H A L L A S N27 ADA -COMPLIANT FAUCET, OFCI. N28 COORDINATE EXACT SCREEN LOCATION WITH OWNER PRIOR TO INSTALL. ARCHITECTS SCREENS OFCI. N38 BLANK CORNER CABINETWITH PULL-OUT SHELVES. �Df Coto KITCHEN GENERAL NOTES SP1 M S Geo REFER TO SHEET GO.3 FOR TYPICAL MOUNTING HEIGHTS AND W DIMENSIONS. 1. PROVIDE BLOCKING IN WALLS FOR OBJECTS MOUNTED TO WALLS, I.E. CABINETS, SHELVES, CASEWORK, GRAB BARS, MISC. METALBRACKETS, ETC. I/ ~ 2. CONTRACTOR TO COORDINATE LOCATIONS OF ADDITIONAL cSNSEp 0,0"�� PENETRATIONS THROUGH WALLS, RE: MECH, PLUMBING AND ELECTRICAL 3. REFER TO SHEET GO.0 FOR WALL TYPES 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELF WITH THE CONTRACT DOCUMENTS, VERIFYING FIELD CONDITIONSAND DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL NOTIFYARCHITECT IN WRITING OF ANY D ISC REPANCY W ITH IN THE CONTRACT DOCUMENTS AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH CONSTRUCTION. 5. ALLAPPLIANCES ARETO BE ADA -COM PLIANT AND WILL BE OWNER FURNISHED AND TO BE INSTALLED BY GC (OFCI). 6. ALL CABINETS TO BE PREFINISHED DARK BLUE FROM MFR STANDARD COLORS. 7. CABINETS TO HAVE SHAKER STYLE DOORS. 8. CABINET PULLS OFCI. 9. ALL COUNTERTOPS TO BE 34" HIGH UNLESS OTHERWISE NOTED. /� 10. ALL KITCHEN AND BREAK AREAS WITH NEW CASEWORK TO BE ADA- �/ COMPLIANT. LU M LEGEND z 00 o 101 DOORTAG O WALL TYPE TAG Q TO N 2 0 ii WIN DOW TYPE TAG J ® KEYNOTEQ Z N L C O TOILET ACCESSORY TAG < O [J r n N J V � GENERAL NOTES FINISHES 1. REFER TO SHEET G0.2 FOR TYPICAL ACCESSORIES ELEVATIONS AND ADDITIONAL J DO INFORMATION. J V 2. ALL DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ARE TO FACE OF FINISH U.O.N. 3. INSTALL CTBB BEHIND ALL TILE WHERE NEW WALLS ARE PROVIDED. INSTALL MOISTURE U RESISTANT GWB AT ALL RESTROOM WALL LOCATIONS ABOVE TILE BACKER BOARD. 4. GC TO COORDINATE AND PROVIDE WOOD BLOCKING AS REQUIRED FOR MOUNTING OF All TOILET AND BATH ACCESSORIES, TYPICAL ALL LOCATIONS. LL O 5. INSTALL SCHLUTER TRIMS AT ALL TILE TRANSITIONS, INCLUDING BASE COVE, CORNERS, AND TOP EDGE TERMINATIONS; REFER TO FINISH SCHEDULE A3.2 FOR DETAIL O V 6. PROVIDE PIPE PROTECTION ATALL LAVATORIES. O LL r STAFF KITCHEN AND LOUNGE - 3D VIEW 02 NTS - FOR REFERENCE ONLY 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS ENLARGED PLANS & ELEVATIONS - ,�,„ ,ABN KITCHEN A7.3 °id9 O1J`5o Alr ALIGN TOP OF WINDOW ALIGN TOP OF WINDOW FOOTHILLS WITH TOP OF DOOR, TIP.WITH TOP OF DOOR, TIP. Regiond Housing \ \ / \ \ / V A / \ \ / A � A \ O \ / O ANDERSON \ \ / HALLAS E121 123 125 127 / / v ARCHITECTS / / A / / A CO P� W 40 3 61/2° l'- 4" s' -,3/a° l'- 4" ' l� 3.12.2021 h RRIDOR 147 -EAST ELEVATION CORRIDOR 147 - WEST ELEVATION c`�NSEpAac����� COn - 1 1/2" = 1'-0" U 1/2 = 1 0 KEYNOTES N8 WNW DOOR, TYP. N17 INSTALL WNW FLOATING SHELVES (2). BOTTOM SHELF TO BE WITHIN ADA -ACCESSIBLE SIDE -APPROACH REACH RANGE AT 48" MAX. N40 INSTALL WNW CERAMIC TILE (CT -4 OR CT -5) BACKSPLASH, RE: FINISH SCHEDULE N41 REMOVE EXISTING COUNTERTOP AND REPLACE WITH QTZ-1 COUNTER U) W cD O z 00 O jO Qai O 0 Q Z � Q O W cD = w _ � Q FIRST FLOOR W U) U t, 00 J !n N V.I.F. LL r COFFEE NOOK 145/235- EAST ELEVATION 0 D U 1/2" — 1 —0 LL No. Description Date 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHREUS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS ENLARGED PLANS & ELEVATIONS — pe,,,� o90 , CORRIDOR 147 `� �e A7.4 .o 0 � 41 z� o MQ U EXISTING CASEWORK 5'- 3 1/4" Alr FOOTHILLS Regional Housing 3 A9.0 EXISITING COLUMN EXISTING SOFFIT ANDERSON -" - ," I4'11" ,5'81/8" VIF <E> SUSPENDED B ACT CEILING TO HALLAS 2'-0" T-0" 2'-0" REMAIN F ARCHITECTS <N> 2X FRAMED SOFFIT, GWB CRL BULLET-RESISTANT 3/4" LEVEL 1 FINISH - PT. � DF CO(p \ LEXGARD GLASS WITH NARROW INSET <N> LIGHT FIXTURE BY 990 \ �RONZE ANNODIZED ALUMINUM FRAME u_ ,lP N1 S XCEL ENERGY, NIS CO , <E> SOFFIT TO REMAIN, u_ > G SEE A2.1 \ \ N 21 21 <N> GWB SOFFIT, ;40 \ � T-10" AFF VIF / 0" / \ EQ EQ CUSTOMEQ EQ CUSTOM HINGED HINGED <N> CERAMIC TILE (CT 4) C \FINISH OVER CTBB 1,_0„ PASS-THRU PASST AF�N� 146A / WALL BEYOND. PT / PER A3.1 � 2 / n CRL BULLET-RESISTANT 3/4" LEVEL 1 LEXGARD GLASS WITH NARROW INSET / BRONZE ANNODIZED ALUMINUM FRAME / N QTZ-1 TO RETURN TO WALL, 3 CM QUARTZ------------ \'-QTZ-1 COUNTER WITH SEAL PERPENDICULAR JOINT TR-1, COVE BASE WATERFALL EDGE RETURN TO BE-ENEEN WALL AND QUARTZ AT FLOOR FLOOR FOR ADA-COMPLIANT CANE DETECTION WALL BEYOND n RECEPTION DESK - INTERIOR ELEVATION ' 0.fir' 1/211 = 1-011 = <N> SHELVES (2)./ui I� M BOTTOM SHELF TO V O O REMAIN WITHIN ADA Z 00 SIDE-APPROACH REACH RANGE 0 U 42"H STANDING-HEIGHT TRANSACTION COUNTER 0 0) BEYOND CUSTOM HINGED PASS-THRU _ s� - - QTZ-1 N ALIGN COUNTERTOP TO _ - COUNTERTOP Z F.O. WALL BEYOND : �t - s MIN. 50% OF BREAK (� AREA STORAGE TO °' EEE w �+ REMAIN WITHIN ADA UJ N SIDE-APPROACH 18"W X 14"D X 11"H ADA- i TERMINATE TILE WITH REACH RANGE. COMPLIANT COUNTERTOP ♦�1 ALUMINUM EDGE MICROWAVE, OFCI CASEWORK PROTECTION J 00 U J w<N> ADA-COMPLIANT 2 N = z xxA CASEWORK o Q LL 0 � O iv U D 0� s � o " O---------- -'w --- -- ---------------- LL 0 0 r 2X4 WD FRAMED PONY O LL � WALL- CERAMIC TILE FINISH OVER CTBB o M HOLD F.O. TILE 1" BACK - No. Description Dale FROM F.O. COLUMN FINISH <N> WB-1 FIRST FLOOR FIRST FLOOR 0 0 DETAIL -SECTION AT RECEPTION PRECEPTION DESK - 3D VIEW DETAIL - SECTION AT BREAK AREA 715 FOURTEENTH STREET U 1 1/2" = T-0" U U 1 1/2" = T-0" GOIOEN COLORADO 30401 P'. (303) 2]e43]e F (303)2]e0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. KEYNOTES Project Number 2020630 N21 INSTALL WNW SAFETY PARTITION SYSTEM WITH(2) TRANSACTION PASS-THROUGHS. ONE TRANSACTION PASS-THROUGH TO BE ADA-ACCESSIBLE. Issue CONSTRUCTION DOCUMENTS N22 PROVIDE FRONT-APPROACH ADA-COMPLIANT TRANSACTION COUNTER. Date 03.122021 Drawn by BNS, SH, EV Checked by WS DETAILS 9�spyeougm- A9.0 q A�c / \V . O G�/ry/n OJ`5�o 3ASEM_ENT -11-2-'0 CASEWORK DETAIL - TALL CABINET 1 1/2" = T-0" TILE BACKSPLASH: REF. A7.3 AND A3.1 2'-1 1/2" U.N.O.2CM QUARTZ COUNTER OVER P LYWD SUBSTRATE, TYP. CABINET BACK ICE MAKER, RE: SPEC BLOCKING BY G.C. I1gl BASEM_ENJJ� -11'-2" CASEWORK DETAIL - BASE CABINET AT ICE MAKER 1 1/2" = T-0" Lel COLUMN AT CONF RM (a 1 1/2" = T-0" DIAGONAL BRACING AT 36" O.C. — ANCHORED TOSTRUCTURE ABOVE 1 T-0" 4" DEPTH ACOUSTIC BATT :OLUMN BATT DD AND SEALANT STOREFRONT T-0" u 4" DEPTH ACOUSTIC BATT NEW CEILING, J OFFICE OFFICE RE: RCP WALL TYPE VARIES, RE: FLOOR PLAN STOP OF WALL DETAIL RE Igi] 2'-1 1/2" U.O.N L- BLOCKING U J J °O DOOR HARDWARE CABINET BACK ° 0 0 LL CABINET BLOCKING � MELAMINE CABINET BACK o ADJUSTABLE MELAMINE CABINET SHELVES o 0 0 0 0 PREMANUFACTURED PREFINISHED TALL CABINET WITH MELAMINE INTERIOR v NOTE: MILLWORK PER CURRENT EDITION OF AWI STANDARDS CUSTOM GRADE RUBBER BASE v 0 44 BLOCKING BLOCKING CABINET BACK BLOCKING 2X BLOCKING 3ASEM_ENT -11-2-'0 CASEWORK DETAIL - TALL CABINET 1 1/2" = T-0" TILE BACKSPLASH: REF. A7.3 AND A3.1 2'-1 1/2" U.N.O.2CM QUARTZ COUNTER OVER P LYWD SUBSTRATE, TYP. CABINET BACK ICE MAKER, RE: SPEC BLOCKING BY G.C. I1gl BASEM_ENJJ� -11'-2" CASEWORK DETAIL - BASE CABINET AT ICE MAKER 1 1/2" = T-0" Lel COLUMN AT CONF RM (a 1 1/2" = T-0" DIAGONAL BRACING AT 36" O.C. — ANCHORED TOSTRUCTURE ABOVE 1 T-0" 4" DEPTH ACOUSTIC BATT :OLUMN BATT DD AND SEALANT STOREFRONT T-0" u 4" DEPTH ACOUSTIC BATT NEW CEILING, J OFFICE OFFICE RE: RCP WALL TYPE VARIES, RE: FLOOR PLAN STOP OF WALL DETAIL RE Igi] 2'-1 1/2" U.O.N L- BLOCKING U J J °O CABINET BACK ° 0 0 LL ADJUSTABLE � o MELAMINE SHELF o 0 0 0 0 BLOCKING 4„ IA ACOUSTIC BATT, EXTEND 4'- 0" INTO ROOM NEW SUSPENDED ACT CEILING NEW SUSPENDED ACT CEILING BACKER ROD AND SEALANT ALUMINUM STOREFRONT SYSTEM, DARK BRONZE ALUMINUM FRAME INTERIOR STOREFRONT HEAD 1 1/2" = 1'-0" ACOUSTIC BATT, T-0" OF INSULATION, EITHER SIDE OF WALL OVER OFFICE SPACES NEW CEILING, RE: RCP TILE BACKSPLASH: REF. A7.3 AND A3.1 2CM QUARTZ COUNTER OVER P LYW D SUBSTRATE, TYP. DRAWER PULL PREMANUFACTURED PLAM BASE CABINET WITH MELAMINE INTERIOR 0 N PLAM FLAT PANEL LOCKABLE DOOR RUBBER BASE BASEMENT 11'-2" CASEWORK DETAIL - BASE CABINET 1 1/2" = T-0" 3/8" MAX GAP SCRIBE GYP WALLBOARD —y --TO FRAME, SEAL WITH BACKER ROD AND ACOUSTIC SEALANT BOTH SIDES OF WALL f(E) WINDOW BACKER ROD AND SEALANT SCRIBED EDGE OF NEVVVVALL WALL TO WINDOW 1 1 /2" = T-0-- TILE BACKSPLASH: REF. A7.3 AN D A3.1 2'-1 1/2" U.O.N. 2CM QUARTZ COUNTER OVER PLYVVD SUBSTRATE, TYP. BLOCKING CABINET BACK BLOCKING 4 DRAWER PULL. PREMANUFACTURED PLAM BASE CABINET WITH MELAMINE INTERIOR - 0 LOCKABLE DRAWER BASEMENT n -11'-2'" J CASEWORK DETAIL - 3 DRAWER BASE CABINET 1 1/2" = T-0" Alr FOOTHILLS Regional Housing ANDERSON HALLAS ARCHITECTS l� 3.12.2021 h V "LASED Plr-t� U) 1..� m LU V co O OZ O <j O N V < (6 Q Z N L Q O LLJ Vr n N � LU > Q L1J C/) U J J °O LL LL O � O 0 0 LL 715 FOURTEENTH STREET GOIDEN, COLORADO 30401 P'. (303) 27D437e F (303)27D0521 Cc PYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALUS ARCHRECTS, P.C. Project Number 2020630 Issue CONSTRUCTION DOCUMENTS Date 03.122021 Drawn by BNS, SH, EV Checked by WS DETAILS A9.1 T NOTES STRUC URAL GENERAL DESIGN LOADS: 1. DESIGN LOADS: 2018 INTERNATIONAL BUILDING CODE WITH CITY OF WHEAT RIDGE AMENDMENTS, ASCE 7-16 2. RISK CATEGORY: II STANDARD 3. FLOOR LIVE LOADS: OCCUPANCY OR USE UNIFORMLY DISTRIBUTED (PSF) CONCENTRATED LOAD (LBS) LIVE LOAD REDUCTION PUBLIC SPACES 100 2,000 NO FIRST FLOOR CORRIDORS 100 2,000 NO STORAGE AREAS ABOVE CEILINGS 20 N/A NO STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360) AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303) BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. OTHER ROLLED SHAPES, INCLUDING PLATES, CHANNELS, WTS, AND ANGLES SHALL CONFORM TO ASTM A36, 36 KSI YIELD. 3. HOLLOW STRUCTURAL SECTION (HSS) RECTANGULAR SHAPES SHALL CONFORM TO ASTM A500, GRADE C, 50 KSI YIELD. 4. WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH THE AISC DOCUMENTS LISTED ABOVE, THE AMERICAN WELDING SOCIETY (AWS) D1.1: STRUCTURAL WELDING CODE, AND THE RECOMMENDATIONS FOR USE OF WELD E70 ELECTRODES. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 3/16" FILLET BY LENGTH OF CONTACT EDGE. STRUCTURAL WOOD FRAMING: 1. IN -GRADE BASE VALUES HAVE BEEN USED FOR DESIGN. 2. DIMENSIONAL LUMBER FRAMING SHALL BE S4S HEM FIR NO. 2 AND BETTER LINO. 3. STUDS SHALL BE HEM FIR STUD GRADE AND BETTER LINO. 4. TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR -LARCH NO.2 AND BETTER LINO. 5. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION LINO. 6. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED ON THE STRUCTURAL DRAWINGS. 7. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO CLOSING IN OF WALLS, FLOORS, AND ROOFS. 8. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND/OR NUT, LINO. 9. METAL FRAMING ANCHORS SHOWN OR REQUIRED, SHALL BE SIMPSON STRONG -TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH ALL HOLES FILLED (ROUND AND TRIANGULAR) WITH THE MAXIMUM SIZE NAIL RECOMMENDED BY THE MANUFACTURER TO DEVELOP THE MAXIMUM RATED CAPACITY.. 10. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1... 11. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 12. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 13. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER AT THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. 14. CONVENTIONAL LIGHT FRAMING SHALL COMPLY WITH IBC SECTION 2308. 15. COLUMNS / MULTIPLE STUDS IN BEARING WALLS SUPPORTING ALL BEAMS AND HEADERS SHALL OCCUR ... ........ CONTINUOUSLY THROUGH EACH FLOOR LEVEL DOWN TO THE FOUNDATION OR ANOTHER SUPPORT BEAM. SOLID SQUASH BLOCKING EQUIVALENT IN AREA TO THE COLUMN/MULTIPLE STUDS ABOVE SHALL BE PROVIDED WITHIN THE JOIST SPACE BENEATH THE COLUMN/MULTIPLE STUDS. 16. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. 17. 2X BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, LINO. 18. PROVIDE A MINIMUM OF (3) STUDS AT EACH CORNER, LINO. 19. ALL JOISTS AND BEAMS (EXCLUDING I -JOISTS) SHALL BE SEAT -CUT FOR FULL UNIFORM BEARING AT SUPPORTS, SEATS, CAPS, ETC. 20. EXCEPT AS NOTED OTHERWISE, MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED IN TABLE 2304.9.1 "FASTENING SCHEDULE" (2304.10.1 IN 2015 IBC) OF THE IBC. 21. ALL MULTIPLE MEMBER BEAMS SHALL BE NAILED TOGETHER WITH MAX NUMBER OF 10D NAILS VERTICALLY @ 3" AND HORIZONTALLY @ 12" PER PLY. WOOD SHEATHING: 1. PLYWOOD AND ORIENTED STRAND BOARD (OSB) FLOOR AND ROOF SHEATHING SHALL BE APA RATED WITH STAMP INCLUDING APA TRADEMARK AND PANEL SPAN RATING. A. MINIMUM ROOF SHEATHING: 15/32" OSB OR CDX PLYWOOD, APA 32/16, NAILED. 2. NAIL WALL SHEATHING WITH MINIMUM 8D COMMON OR 10D BOX AT 6" AT PANEL EDGES, AND 12" AT INTERMEDIATE FRAMING EXCEPT AS NOTED. BLOCK AND NAIL ALL EDGES BETWEEN STUDS. 3. MINIMUM (3) 8D NAILS PER STUD. NAIL ALL PLATES USING EDGE NAIL SPACING INDICATED. 4. SHEATHING SHALL BE CONTINUOUS FROM BOTTOM PLATE TO TOP PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. LAP SHEATHING OVER SINGLE 2X PLATE MEMBER AT RIM JOIST. AT RIM JOIST PROVIDE A MINIMUM OF 3" BETWEEN SHEATHING EDGE AND TOP/BOTTOM EDGE OF RIM. 5. ALL SHEATHING SHEETS SHALL HAVE 1/8" GAP AT ALL EDGES AND JOINTS. SHOP DRAWINGS: 1. THE STRUCTURAL DRAWINGS ARE COPYRIGHTED AND SHALL NOT BE COPIED FOR USE AS ERECTION PLANS OR SHOP DETAILS. USE OF JVA'S ELECTRONIC FILES AS THE BASIS FOR SHOP DRAWINGS REQUIRES PRIOR APPROVAL BY JVA, A SIGNED RELEASE OF LIABILITY BY THE GENERAL CONTRACTOR AND/OR HIS SUBCONTRACTORS, AND DELETION OF JVA'S NAME AND LOGO FROM ALL SHEETS SO USED. .2. THE GENERAL CONTRACTOR SHALL SUBMIT IN WRITING ANY REQUESTS TO MODIFY THE STRUCTURAL DRAWINGS OR PROJECT SPECIFICATIONS. 3. ALL SHOP AND ERECTION DRAWINGS SHALL BE CHECKED AND STAMPED (AFTER HAVING BEEN CHECKED) BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION FOR STRUCTURAL ENGINEER'S REVIEW; SHOP DRAWING SUBMITTALS NOT CHECKED BY THE GENERAL CONTRACTOR PRIOR TO SUBMISSION TO THE STRUCTURAL . ENGINEER WILL BE RETURNED WITHOUT REVIEW. 4. FURNISH ELECTRONIC VERSION (PDF) OF SHOP AND ERECTION DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION FOR: A. STRUCTURAL STEEL 5. SUBMIT IN A TIMELY MANNER TO PERMIT 10 WORKING DAYS FOR REVIEW BY THE STRUCTURAL ENGINEER. 6. SHOP DRAWINGS SUBMITTED FOR REVIEW DO NOT CONSTITUTE "REQUEST FOR CHANGE IN WRITING" UNLESS SPECIFIC SUGGESTED CHANGES ARE CLEARLY MARKED. IN ANY EVENT, CHANGES MADE BY MEANS OF THE SHOP DRAWING SUBMITTAL PROCESS BECOME THE RESPONSIBILITY OF THE ONE INITIATING THE CHANGE. co FIELD VERIFICATION OF EXISTING CONDITIONS: 1. THE GENERAL CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY THE EXISTING STRUCTURE TO VERIFY CONDITIONS THAT AFFECT THE WORK SHOWN ON THE DRAWINGS. 2. THE GENERAL CONTRACTOR SHALL REPORT ANY VARIATIONS OR DISCREPANCIES TO THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING. STRUCTURAL ERECTION AND BRACING REQUIREMENTS: 1. THE STRUCTURAL DRAWINGS ILLUSTRATE AND DESCRIBE THE COMPLETED STRUCTURE WITH ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED, CONNECTED, AND/OR BRACED. 2. THE STRUCTURAL DRAWINGS ILLUSTRATE TYPICAL AND REPRESENTATIVE DETAILS TO ASSIST THE GENERAL CONTRACTOR. DETAILS SHOWN APPLY AT ALL SIMILAR CONDITIONS UNLESS OTHERWISE INDICATED. ALTHOUGH DUE DILIGENCE HAS BEEN APPLIED TO MAKE THE DRAWINGS AS COMPLETE AS POSSIBLE, NOT EVERY DETAIL IS ILLUSTRATED AND NOT EVERY EXCEPTIONAL CONDITION IS ADDRESSED. 3. ALL PROPRIETARY CONNECTIONS AND ELEMENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' RECOMMENDATIONS. 4. ALL WORK SHALL BE ACCOMPLISHED IN A WORKMANLIKE MANNER AND IN ACCORDANCE WITH THE APPLICABLE CODES AND LOCAL ORDINANCES. 5. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK, INCLUDING LAYOUT AND DIMENSION VERIFICATION, MATERIALS COORDINATION, SHOP DRAWING REVIEW, AND THE WORK OF SUBCONTRACTORS. ANY DISCREPANCIES OR OMISSIONS DISCOVERED IN THE COURSE OF THE WORK SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR RESOLUTION. 6. CONTINUATION OF WORK WITHOUT NOTIFICATION OF DISCREPANCIES RELIEVES THE ARCHITECT AND STRUCTURAL ENGINEER FROM ALL CONSEQUENCES. 7. UNLESS OTHERWISE SPECIFICALLY INDICATED, THE STRUCTURAL DRAWINGS DO NOT DESCRIBE METHODS OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PERFORM OR SUPERVISE ALL WORK NECESSARY TO ACHIEVE THE FINAL COMPLETED STRUCTURE, AND TO PROTECT THE STRUCTURE, WORKMEN, AND OTHERS DURING CONSTRUCTION. SUCH WORK SHALL INCLUDE, BUT NOT BE LIMITED TO TEMPORARY BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR EXCAVATION, FORMWORK, SCAFFOLDING, SAFETY DEVICES AND PROGRAMS OF ALL KINDS, SUPPORT AND BRACING FOR CRANES AND OTHER ERECTION EQUIPMENT.. . 9. TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL ALL FLOORS, WALLS, ROOFS AND ANY OTHER SUPPORTING ELEMENTS ARE IN PLACE. 10. THE ARCHITECT AND STRUCTURAL ENGINEER BEAR NO RESPONSIBILITY FOR THE ABOVE ITEMS, AND OBSERVATION VISITS TO THE SITE DO NOT IN ANY WAY INCLUDE INSPECTIONS OF THESE ITEMS. SPECIAL INSPECTIONS - 2018: 1. THE FOLLOWING SPECIAL INSPECTIONS AND TESTING SHALL BE PERFORMED BY A QUALIFIED SPECIAL INSPECTOR, RETAINED BY THE OWNER, IN ACCORDANCE WITH THE FOLLOWING SECTIONS OF IBC CHAPTER 17: A. SECTION 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY, AND STRUCTURAL OBSERVATIONS AND THE FOLLOWING SUB -SECTIONS: 1. 1704.2 SPECIAL INSPECTIONS AND TESTS 2. 1704.3 STATEMENT OF SPECIAL INSPECTIONS B. SECTION 1705 REQUIRED VERIFICATION AND INSPECTION AND THE FOLLOWING SUB -SECTIONS: 1. 1704.6 WOOD CONSTRUCTION (DETAILS) 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. THE APPROVED INSPECTOR MUST BE INDEPENDENT FROM THE CONTRACTOR RESPONSIBLE FOR THE WORK BEING INSPECTED. 3. DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR SHALL BE TO INSPECT AND/OR TEST THE WORK OUTLINED ABOVE AND WITHIN THE STATEMENT OF SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE IBC FOR CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 4. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 5. PER SECTION 1704.2.4 THE SPECIAL INSPECTOR SHALL FURNISH REGULAR REPORTS TO THE BUILDING OFFICIAL AND THE STRUCTURAL ENGINEER. PROGRESS REPORTS FOR CONTINUOUS INSPECTION SHALL BE FURNISHED WEEKLY. INDIVIDUAL REPORTS OF PERIODIC INSPECTIONS SHALL BE FURNISHED WITHIN ONE WEEK OF INSPECTION DATES. THE REPORTS SHALL NOTE UNCORRECTED DEFICIENCIES, CORRECTION OF PREVIOUSLY REPORTED DEFICIENCIES, AND CHANGES TO THE APPROVED CONSTRUCTION DOCUMENTS AUTHORIZED BY THE STRUCTURAL ENGINEER OF RECORD. 6. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT WITHIN 10 DAYS OF THE FINAL SPECIAL INSPECTION STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE IBC. WORK NOT IN COMPLIANCE SHALL BE NOTED IN THE REPORT. 7. EXCEPT AS NOTED, THE SPECIAL INSPECTIONS OUTLINED ABOVE ARE IN ADDITION TO, AND BEYOND THE SCOPE OF, PERIODIC STRUCTURAL OBSERVATIONS AS DEFINED IN SECTION 1704.6. STRUCTURAL OBSERVATIONS ARE INCLUDED IN THE STRUCTURAL ENGINEERING DESIGN AND CONSTRUCTION ADMINISTRATION SERVICES PROVIDED BY THE STRUCTURAL ENGINEER. (E) 3/4" PLYWOOD W/ (E) 1 1/2" TOPPING SLAB, VIF (N) 2x4 WOOD WALL (E) CONCRETE FOUNDATION WALL (E) 2x EXTERIOR WALL (N) 2x4 WOOD STAIR WALL - `� S2 0 6 S5.1 LU S5.1 s S5.1 III I I (N) STAIR, SEE ARCH (N) 2x10 [FLAT] BETWEEN (E) I -JOIST AND FLUSH TO UNDERSIDE OF (E) PLYWOOD. LOCATE BELOW BOTTOM OF (N) STAIR, TYP (E) 2x4 STAIR WALL (N) 2x4 WOOD \ WALL II III Il (N) 2x6 [FLAT] @ 16" BETWEEN (E) I -JOIST AND FLUSH TO UNDERSIDE OF (E) PLYWOOD. LOCATE BELOW BOTTOM OF (N) WALL, TYP VESTIBULE FLOOR PLAN qW1/411 _ 11.011 NORTH 0 1' 2' 4' 8' • TOP OF (E) INTERIOR FLOOR SLAB ELEVATION = 100'-0 UNLESS NOTED THUS: vXXX X VESTIBULE CEILING FRAMING PLAN %7 1/411 _ 11.011 NORTH • TOP OF PLATE HEIGHT = 113'-1 7/8 UNLESS NOTED THUS: PL XXX' -X TYPICAL SHEATHING: 15/32" APA 32/16 RATED SHEATHING FASTENED WITH 8d NAILS (0.113"0 x 2 3/8") @ 6" ALONG PANEL EDGES AND @ 12" ALONG INTERMEDIATE FRAMING MEMBERS. LAY PANELS PERPENDICULAR TO FRAMING MEMBERS AND STAGGER PANEL JOINTS. (E)STAIR AND Ppo RIF 7 m: �SS�DNALENG� AN DE RSON HALLAS ARCHITECTS JVA, Inc. 1319 Spruce Street Boulder, Co 80302 303.444.1951 www.jvajva.com Boulder • Fort Collins • Winter Park Glenwood Springs , Denver JVA # 20615 P No. Description Date LANDING 715 FOURTEENTH STREET GOLDEN, COLORADO 80401 P: (303) 278-4378 F: (303) 278-0521 STRUCTURAL DRAWING LIST COPYRIGHT 2021 SHEET TITLE ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS GENERAL NOTES & FRAMING PLANS PROHIBITED WITHOUT THE WRITTEN CONSENT OF: SECTIONS ANDERSON HALLAS ARCHITECTS, P.C. Project Number .......... 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by DSA/DJM CAA Checked by DMP 1���'/ GENE RAL NOTES & FRAMING PLANS STRUCTURAL DRAWING LIST SHEET NO SHEET TITLE S1.1 GENERAL NOTES & FRAMING PLANS S5.1 SECTIONS S1. 1 M zEXISTING 2x EXTERIOR WOOD WALL, VIF SHTG, SEE PLAN TOP OF SHTG SEE PLAN 2x6 JOIST W/ SIMPSON LUS26 HANGER TO LEDGER - FILL ALL NAIL HOLES ON HANGER PA 55:.1 3/4.. _ 1,_0„ 2x4 WOOD STUD WALL, SEE PLAN 16d NAILS @ 16" LOCALLY DEMO (E) TOPPING SLAB FOR INSTALLATION OF (E) CONCRETE TOPPING, (N) 2x4 SILL PLATE. DO NOT VIF CUT (E) SHEATHING BELOW (E) FLOOR SHEATHING, VIF 2x10 BLOCKING [FLAT] (E) I -JOIST BETWEEN (E) I -JOISTS FRAMING, VIF LOCATED BELOW (N) 2x4 WOOD STUD WALL. SECTION 55.1 3A _ 1,_0„ 4'- 0" MIN LAP (22) 12d NAILS, LOCATE SPLICE STAGGERED EA SIDE, OVER STUD TYP LINO LOCATE SPLICE OVER STUD TYP STUDS PER PLAN PLATES SPLICE OVER DIFFERENT STUDS LOCATE SPLICE MSTC28 W/ (36) 16d OVER STUD SINKERS, BOTH SIDES OF WALL BOTH PLATES SPLICE OVER SAME STUD TYPICAL TOP PLATE SPLICE SECTION 0 6" 1 2' 3' :XISTING 2x EXTERIOR VOOD WALL, VIF L30, TYP AT BLKG SHTG, SEE PLAN TOP OF SHTG 10. SECTION S5..1 3/411 _ 1,_0„ 2x4 WOOD STUD WALL, SEE PLAN LOCALLY DEMO (E) TOPPING SLAB FOR INSTALLATION OF (N) 2x4 SILL PLATE. DO NOT CUT (E) SHEATHING BELOW 2x6 BLOCKING [FLAT] BETWEEN (E) I -JOISTS @ 16" LOCATED BELOW (N) 2x4 WOOD STUD WALL. FASTEN TO (E) I JOIST W/ (3) 16d NAILS, TVP SECTION SEE PLAN 2x6 BLKG @ 24", TYP CEILING SEE ARCH 2x6 LEDGER, ATTACH W/ (2) 8d EA STUD 16d NAILS @ 16" (E) CONCRETE TOPPING, VIF (E) FLOOR SHEATHING, VIF (E) I -JOIST FRAMING, VIF (2) 12d @ 12 2x STUD COLUMN STAGGER FROM NAILS. FASTEN EACH . ON OPPOSITE SIDE f ADDITIONAL . .. 2x W/ (2) 12d @ . 12„ 0 d - (2) 12d @ 12" ... . ................ ................ TYPICAL BUILT-UP STUD COLUMN SECTION PANEL RIM BI 2x DBI 2x4 W, WALL 4" 4" (3) 3/8"0 THRU BOLTS AT EA HSS GUARD POST GUARD RAIL POST TOP PL v M II a o 0 0 0 0 M At STL PL W/ (4) A=A f LAG SCREWS x II llQ °°LU II N c/LU )C • I TOW, SEE ARCH M TOP OF STRAP o � TOP OF (E) VIF A LSTA18 STRAP AT EA STUD - (7) FASTENERS AT BUILT UP PLATE MEMBER AND (7) FASTENERS AT STUD (E) 2x WOOD STUD WALL. CUT DOWN TOP OF WALL FOR INSTALLATION OF (5) 2x4 TOP PL FOR RAIL POST ATTACHMENT. DO NOT SPLICE PLATES AT BOLTS - SPLICE BETWEEN RAIL POST LOCATIONS. (N) 2x4 WOOD STUD WALL AT SIM 11 SECTION S5.1 3/4.. _ 1,_0„ SIM OR BLKG W/ 10d NAILS @ 6" 4 @ 48" MAX TO BLKG SEE PLAN SECTION S5: 3/411 _ 1 1.011 DBL 2x CONT TOP PLATE IOIST, SEE PLAN CEILING SEE ARCH 'SON LUS26 HANGER TO 3ER - FILL ALL NAIL HOLES iANGER -EDGER, ATTACH W/ (2) 8d EA STUD MATCH TRIM STUDS ABOVE & BELOW HDR TYP STUDS PER PLAN BOTH PLATES SPLICE OVER SAME STUD TYPICAL TOP PLATE SPLICE SECTION 0 6" 1 2' 3' :XISTING 2x EXTERIOR VOOD WALL, VIF L30, TYP AT BLKG SHTG, SEE PLAN TOP OF SHTG 10. SECTION S5..1 3/411 _ 1,_0„ 2x4 WOOD STUD WALL, SEE PLAN LOCALLY DEMO (E) TOPPING SLAB FOR INSTALLATION OF (N) 2x4 SILL PLATE. DO NOT CUT (E) SHEATHING BELOW 2x6 BLOCKING [FLAT] BETWEEN (E) I -JOISTS @ 16" LOCATED BELOW (N) 2x4 WOOD STUD WALL. FASTEN TO (E) I JOIST W/ (3) 16d NAILS, TVP SECTION SEE PLAN 2x6 BLKG @ 24", TYP CEILING SEE ARCH 2x6 LEDGER, ATTACH W/ (2) 8d EA STUD 16d NAILS @ 16" (E) CONCRETE TOPPING, VIF (E) FLOOR SHEATHING, VIF (E) I -JOIST FRAMING, VIF (2) 12d @ 12 2x STUD COLUMN STAGGER FROM NAILS. FASTEN EACH . ON OPPOSITE SIDE f ADDITIONAL . .. 2x W/ (2) 12d @ . 12„ 0 d - (2) 12d @ 12" ... . ................ ................ TYPICAL BUILT-UP STUD COLUMN SECTION PANEL RIM BI 2x DBI 2x4 W, WALL 4" 4" (3) 3/8"0 THRU BOLTS AT EA HSS GUARD POST GUARD RAIL POST TOP PL v M II a o 0 0 0 0 M At STL PL W/ (4) A=A f LAG SCREWS x II llQ °°LU II N c/LU )C • I TOW, SEE ARCH M TOP OF STRAP o � TOP OF (E) VIF A LSTA18 STRAP AT EA STUD - (7) FASTENERS AT BUILT UP PLATE MEMBER AND (7) FASTENERS AT STUD (E) 2x WOOD STUD WALL. CUT DOWN TOP OF WALL FOR INSTALLATION OF (5) 2x4 TOP PL FOR RAIL POST ATTACHMENT. DO NOT SPLICE PLATES AT BOLTS - SPLICE BETWEEN RAIL POST LOCATIONS. (N) 2x4 WOOD STUD WALL AT SIM 11 SECTION S5.1 3/4.. _ 1,_0„ SIM OR BLKG W/ 10d NAILS @ 6" 4 @ 48" MAX TO BLKG SEE PLAN SECTION S5: 3/411 _ 1 1.011 DBL 2x CONT TOP PLATE IOIST, SEE PLAN CEILING SEE ARCH 'SON LUS26 HANGER TO 3ER - FILL ALL NAIL HOLES iANGER -EDGER, ATTACH W/ (2) 8d EA STUD MATCH TRIM STUDS ABOVE & BELOW HDR DROPPED HDR PER PLAN TRIM STUDS, HDR SHALL BEAR TYP, SEE PLAN DIRECTLY ON TRIM STUDS, TYP TYPICAL DOOR Z (INTERIOR) KING STUDS (FULL HT) EA SIDE OF OPNG, TYP, SEE PLAN PT SILL PL 1 1/2"x1 1/2"x1/4" GUARDRAIL POST @ 4'-0 MAX, SEE ARCH FOR EXACT SPACING SIC RAIL POST.TO PL PL5/8x6x0'-8 W/ (2) 1/2 00" LONG LAG SCREWS TOP AND BOTTOM (4"x6" GAGE - CENTER IN 2x PL, 4 TOTAL). 15/32" SHEATHING FASTENED WITH SDS25200 SCREWS @ 6" ALONG 2x4 PLATE AND 2x6 BLKG (N) 2x6 BLKG FLUSH WITH INSIDE FACE OF STAIR BETWEEN EA (E) 2x4 STUD, VIF (E) WOOD STAIR TREAD, VIF. (N) WOOD STAIR TREAD AT SIM (E) WOOD STAIR STRINGER, VIF. (N) WOOD STAIR STRINGERAT SIM 16D 2x DBI 2x4 Wl WALL "^ `A @ 48" MAX TO BLKG SEE PLAN IOIST, SEE PLAN 3LKG @ 24" .(3) 2x4 STUD CORNE W/ 12d @ 8" EA STU I 2x4 WOOD STUD _---I .....---- WALL, TYP STUDS AT CORNER SECTION Ppv RIF 7 m: �SS�DNALENG� AN DE RSON HALLAS ARCHITECTS JVA, Inc. 1319 Spruce Street Boulder, Co 80302 303.444.1951 www.jvajva.com Boulder • Fort Collins • Winter Park Glenwood Springs , Denver JVA # 20615 P No. Description Date (E) 2x WOOD STUD WALL O J 715 FOURTEENTFL STREET 0 GOLDEN, COLORADO 80401 (N) 2x4 WOOD x o P: 303 278-4378 STUD WALL N 2x4 INFILL STUD z� W/ 16d @ 6" F: (303) 278-0521. COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF: 0 J ANDERSON HALLAS ARCHITECTS, P.C. D 0 (3) STUD CORNER W/ �, Project Number 2020680 12d @ 8" EA STUD 11J (E) 2x WOOD STUD Issue CONSTRUCTION DOCUMENTS if Date 03.12.2021 (N) STUDS AT INTERSECTION OF (E) STUDS (N) STUD WALL AT (E) STUD WALL - STAIR Drawn by DSA/DJM Checked by DMP TYPICAL PLAN VIEW OF. STUD WALL INTERSECTIONS SECTIONS . 1\F" �r CAAS501 ......... .........c .......... �Ofing `��5� v OUTSIDE AIR CALCULATION (CALCULATIONS BASED ON 2018 IMC TABLE 403.3) ROOM NAME ROOM # SQUARE FEET OA CFM/ PERSON OA CFM/SF OCCUPANT LOAD 91000 SF AIR DIST. EFFECTIVENESS OA PERCENTAGE SA PROVIDED OA PROVIDED OA REQUIRED OFFICE 200 178 5 0.06 5 0.8 20% 400 80 18.9 OFFICE 202 173 5 0.06 5 0.8 20% 500 100 18.4 OFFICE 204 88 5 0.06 5 0.8 20% 150 30 9.4 OFFICE 206 131 5 0.06 5 0.8 20% 200 40 13.9 OFFICE 208 96 5 0.06 5 0.8 20% 150 30 10.2 OFFICE 210 97 5 0.06 5 0.8 20% 150 30 10.3 OFFICE 212 170 5 0.06 5 0.8 20% 200 40 18.1 OFFICE 214 133 5 0.06 5 0.8 20% 200 40 14.1 OPEN OFFICE 231 234 5 0.06 5 0.8 20% 500 100 24.9 OFFICE 216 79 5 0.06 5 0.8 20% 250 50 8.4 OFFICE 205 96 5 0.06 5 0.8 20% 75 15 10.2 OFFICE 203 97 5 0.06 5 0.8 20% 75 15 10.3 OFFICE 201 86 5 0.06 5 0.8 20% 75 15 9.1 OPEN LOUNGE 230 408 5 0.06 5 0.8 20% 250 50 43.4 OPEN OFFICE 230 272 5 0.06 5 0.8 20% 300 60 28.9 COPY 213 165 5 0.06 5 0.8 20% 225 45 17.5 RELAX/ MOTHERS ROOM 215 100 5 0.06 5 0.8 20% 75 15 10.6 CONFERENCE 240 254 5 0.06 50 0.8 20% 500 100 98.4 OFFICE 211 108 5 0.06 5 0.8 20% 75 15 11.5 OFFICE 209 87 5 0.06 5 0.8 20% 75 15 9.2 OFFICE 207 97 5 0.06 5 0.8 20% 75 15 10.3 OPEN OFFICE 219 164 5 0.06 5 0.8 20% 200 40 17.4 COFFEE NOOK 235 102 5 0.06 30 0.8 20% 150 30 26.8 EXECUTIVE DIRECTOR OFFICE 218 298 5 0.06 5 0.8 20% 600 120 31.7 OFFICE 220 129 5 0.06 5 0.8 20% 350 70 13.7 OFFICE 222 166 5 0.06 5 0.8 20% 350 70 17.6 OFFICE 224 136 5 0.06 5 0.8 20% 350 70 14.5 OFFICE 226 137 5 0.06 5 0.8 20% 350 70 14.6 BREAKAREA 233 175 5 0.06 30 0.8 20% 250 50 45.9 CORRIDOR 230 513 0 0.06 0 0.8 20% 200 40 38.5 OFFICE 102 129 5 0.06 5 0.8 20% 200 40 13.7 OFFICE 104 156 5 0.06 5 0.8 20% 200 40 16.6 OFFICE 106 156 5 0.06 5 0.8 20% 200 40 16.6 OFFICE 108 197 5 0.06 5 0.8 20% 200 40 20.9 OFFICE 110 190 5 0.06 5 0.8 20% 300 60 20.2 OFFICE 112 69 5 0.06 5 0.8 20% 275 55 7.3 OFFICE 114 60 5 0.06 5 0.8 20% 275 55 6.4 OFFICE 116 134 5 0.06 5 0.8 20% 300 60 14.2 OFFICE 118 92 5 0.06 5 0.8 20% 200 40 9.8 OFFICE 126 135 5 0.06 5 0.8 20% 350 70 14.3 INTERVIEW 125 82 5 0.06 5 0.8 20% 100 20 8.7 INTERVIEW 127 82 5 0.06 5 0.8 20% 100 20 8.7 RELAX/MOTHERS ROOM 103 81 5 0.06 5 0.8 20% 100 20 8.6 ADMIN 101/131 303 5 0.06 5 0.8 20% 200 40 32.2 OFFICE 120 119 5 0.06 5 0.8 20% 350 70 12.6 OFFICE 122 101 5 0.06 5 0.8 20% 350 70 10.7 OFFICE 124 165 5 0.06 5 0.8 20% 350 70 17.5 CONFERENCE 140 207 5 0.06 50 0.8 20% 550 110 80.2 BOARD ROOM 142 307 5 0.06 50 0.8 20% 675 135 119.0 OFFICE 100 139 5 0.06 5 0.8 20% 175 35 14.8 CLOSET 100A 60 0 0.06 0 0.8 20% 100 20 4.5 OFFICE 115 102 5 0.06 5 0.8 20% 100 20 10.8 OFFICE 105 104 5 0.06 5 0.8 20% 100 20 11.1 FINISHES ROOM 111 117 5 0.06 5 0.8 20% 100 20 12.4 INTERVIEW 121 102 5 0.06 5 0.8 20% 100 20 10.8 INTERVIEW 107 102 5 0.06 5 0.8 20% 100 20 10.8 FILE ROOM 113 237 5 0.06 5 0.8 20% 200 40 25.2 INTERVIEW 123 103 5 0.06 5 0.8 20% 100 20 10.9 OFFICE 109 104 5 0.06 5 0.8 20% 100 20 11.1 BREAKAREA 143 125 5 0.06 30 0.8 20% 200 40 32.8 COFFEE NOOK 145 61 5 0.06 30 0.8 20% 100 20 16.0 CONTRACTOR TO BALANCE OUTSIDE AIR DAMPERS ON BOTH RTU'S TO 20% 2810 1236.3 CHANGEOVER BYPASS VAV DAMPER SCHEDULE MECHANICAL LEGEND TAG TAG MANUFACTURER AIRFLOW SIZE MODEL MANUAL BALANCING DAMPER REMARKS FINISH REMARKS A (EXISTING) - SUPPLY - MAX MIN VVT-1-1 1,3 SPECIFIED CONTROLS 1900 275 14"0 SC -ZD -14 //\ 1,2,7 VVT-1-2 2 SPECIFIED CONTROLS 1200 275 14"0 SC -ZD -14 LOCATION 1,2,7 VVT-1-3 4,5 SPECIFIED CONTROLS 1075 275 14"0 SC -ZD -14 o DRAW BAND WITH SILICONE SEALER 1,2 VVT-1-4 PROVIDE SOUND BOOT WHERE CALLED OUT ON PLANS. SPECIFIED CONTROLS 1225 275 14"0 SC -ZD -14 SP -B90 1,2 VVT-1-5 CEILING DIFFUSER SPECIFIED CONTROLS 1550 275 14"0 SC -ZD -14 `J 1' •^ 1,2 VVT-1-B1 12 SPECIFIED CONTROLS 3500 0 24X20" SC -EB -2420 Q 4,5,6 VVT-1-B2 EXHAUST SPECIFIED CONTROLS 2050 0 18X12" SC -EB -1812 MOUNT FAN FROM STRUCTURE ABOVE 4,5,6 VVT-2-1 NT SPECIFIED CONTROLS 1650 275 14"0 SC -ZD -14 EF -1-1 1,3 VVT-2-2 FIRST FLOOR RR SPECIFIED CONTROLS 950 275 14"0 SC -ZD -14 O 1,3 VVT-2-3 60 SPECIFIED CONTROLS 1325 275 14"0 SC -ZD -14 1,2 1,3,7 VVT-2-4 SP -B90 SPECIFIED CONTROLS 1650 275 14"0 SC -ZD -14 700 1,3 VVT-2-5 1 SPECIFIED CONTROLS 1725 275 14"0 SC -ZD -14 10 1,3,7 VVT-2-B1 GREENHECK SPECIFIED CONTROLS 2900 0 24X24" SC -EB -2424 0.10 4,5,6 VVT-2-B2 115 SPECIFIED CONTROLS 2900 0 24X24" SC -EB -2424 7 4,5,6 NOTES: EF -2-1 GREENHECK SP -B90 SECOND FLOOR RR 1. FURNISH AND INSTALL WITH WALL -MOUNTED ZONE SENSOR (SC -Z20 -T) 150 0.10 2. ALL VVT-1- DAMPERS SERVE THE FIRST FLOOR RTU 115 1 3. ALL VVT-2- DAMPERS SERVE THE SECOND FLOOR RTU. 12 14 4. BYPASS DAMPER CONNECTING SUPPLY & RETURN DUCTS. 1,2 EF -2-2 5. BYPASS DAMPERS DUCTED IN PARALLEL, INTERLOCKED TO ACTUATE DAMPERS SIMULTANEOUSLY. SECOND FLOOR RR EXHAUST 6. STATIC PRESSURE CONTROLLER TO BE FURNISH AND INSTALLED WITH EACH BYPASS DAMPER PAIR (SC -SPC -800). MOUNT ON BYPASS DAMPER, WITH THE 1050 2.5 STATIC PRESSURE SENSOR IN A STRAIGHT RUN OF DUCT ON THE MAIN SUPPLY OVER 3' FROM RTU. 1 60 7. ZONE DAMPER INSTALLED WITH TWO THERMOSTATS OPERATING SIMULANEOUSLY VIA VOTING SYSTEM. 14 GENERALNOTES: 10 1,2 NOTES: 1. 2. EXHAUST FANS SHALL BE CONTROLLED BY THE RESTROOM LIGHT SWITCH. PROVIDE WITH BACKDRAFT DAMPER. 1. FURNISH AND INSTALL (2) SPECIFIED CONTROLS 20 ZONE LOGIC PANEL (SC -Z20), (1) SERVING EACH RTU. THESE PANELS PROVIDE 24V POWER TO ALL ZONE AND BYPASS DAMPERS SERVING THE RTU, AND WILL NEED WIRED INTO THE EXISTING RTU'S. 2. FURNISH AND INSTALL (2) SPECIFIED CONTROLS TOUCH -SCREEN NIGHT STAT (SC -Z20 -NS), (1) SERVING EACH RTU. THIS 7 -DAY PRORAMMABLE THERMOSTAT CONTROLS RTU SETBACKS DURING UNOCCUPIED HOURS. COORDINATE LOCATION WITH OWNER. 3. CONTRACTOR TO COORDINATE EXACT CONTROL PANEL LOCATION IN THE FIELD TO ALLOW FOR 36" NEC REQUIRED CLEARANCE. 4. CONTRACTOR TO BALANCE OUTSIDE AIR DAMPERS ON BOTH RTU'S TO 20% MECHANICAL NOTES GENERAL A. ALL WORK SHALL BE IN ACCORDANCE WITH SMACNA STANDARDS AND SPECIFICATIONS, AND LOCAL AUTHORITY HAVING JURISDICTION. B. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO SHOWALL TRANSITIONS, OFFSETS, ETC. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND PROVIDE ALL NECESSARY FITTINGS TO COMPLETE THE INTENT OF THE DRAWINGS. ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE ENGINEER FOR RESOLUTION. CONTRACTOR MAY LOCATE MECHANICAL EQUIPMENT DIFFERENTLY THAN SHOWN ON DRAWINGS DUE TO CONFLICTS, AS LONG AS FUNCTION AND/OR APPEARANCE ARE NOT AFFECTED. C. COORDINATE SPACE REQUIREMENTS, SUPPORTS, AND INSTALLATION OF MECHANICAL WORK, WHICH ARE INDICATED DIAGRAMMATICALLY ON THE DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES AND DUCTS AS CLOSELY AS PRACTICABLE ,PLACE RUNS PARALLEL WITH LINES OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIRS. D. COMPLY WITH MANUFACTURER'S INSTRUCTIONS INCLUDING EACH STEP IN SEQUENCE. SHOULD MANUFACTURERSINSTRUCTIONS CONFLICT WITH THE DRAWINGS, REQUEST CLARIFICATION FROM THE ENGINEER BEFORE PROCEEDING. E. DUCT SIZES ARE INSIDE DIMENSION. F. CONTRACTOR SHALL REVIEW THESE DOCUMENTS CAREFULLY. CONTRACTOR SHALL CONTACT THREE SIXTY (360) ENGINEERING, INC. (303-940.2050), FOR RESOLUTION OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS, BEFORE BID DATE. IN THE EVENT THAT AN INTERPRETATION OF BID DOCUMENTS IS NECESSARY AFTER THE BID DATE, THE DECISION OF 360 SHALL BE FINAL AND BINDING. G. PRODUCTDELIVERY,STORAGE, AND HANDLING. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY METHODS TO PREVENTDAMAGE. PROMPTLY INSPECT SHIPMENTS TO ENSURE THAT PRODUCTS ARE UNDAMAGED. STORE AND PROTECT PRODUCTS IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS. H. ALL REMOVED EQUIPMENT AND DUCTWORK SHALL BE PROPERLY DISPOSED OFF SITE. I THE CONTRACTOR IS RESPONSIBLE FOR THE COSTS OF ALL CHANGE ORDERS, WHICH THE OWNER AND ENGINEER HAVE NOT APPROVED IN WAITING PRIOR TO THE EXECUTION OF THE ASSOCIATED WORK. J. IN THE CASE OF A CONFLICT, UNLESS OTHERWISE NOTED, KEYNOTES ON MECHANICAL PLANS SHALL SUPERCEDE ANY GENERAL NOTES ON THE PLANS. II. EQUIPMENT A. THERMOSTAT WIRING. PLENUM RATED B. THERMOSTATS. SPECIFIED CONTROLS SG220 T(1)PER ZONE , SPECIFIED CONTROLS SC Z20-NS(1)PER RTU/CONTROL PANEL. C. REWARD EXISTING DIFFUSERS. 1. DESIGNATION. NECKSIZE CFM D. NEW RIGID ROUND DUCTWORK. 4. GALVANIZED STEEL SNAP LOCK DUCT WITH FLEX MASTER THERMO SLEEVE TYPE TOM -MINIMUM R-6. E. NEWRECTANGULARDUCTWORK 1. ZINC COATED GALVANIZED STEEL WITH 1" ACOUSTICLINER. E FLEXIBLE DUCTWORK 1. LOW PRESSURE. FLEX MASTER TLS (ALUM.FLEX/METAL JACKET), UL181-CLASS 1APPROVED,6'0" MAXIMUM LENGTH. III. EXECUTION A. BALANCING. 1. CONTRACTOR SHALL ADJUST AND BALANCE ZONE DAMPERS, ROOFTOPUNITS, OUTSIDE AIR DAMPERS, AND DIFFUSERS TO THE QUANTITIES SHOWN ON THE DRAWING. BALANCING WORK SHALL BE PERFORMED IN ACCORDANCE WITH HERB OR JAZZ STANDARDS BYA HERB OR JAZZ CERTIFIED CONTRACTOR. SUBMIT BALANCING REPORT TO THE ENGINEER. 2. TERMINAL BOX DESIGNATION INDICATES MAXIMUM CFM ADJUST MINIMUM TO VALUE SHOWN IN SCHEDULE. B. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AND NOTIFY 360 ENGINEERING, INC. IF ANY CONFLICTS OCCUR. C. THERMOSTAT LOCATIONS AND HEIGHTS TO BE COORDINATED WITH BUILDING MANAGEMENT, VERIFIED BY THE ENGINEER. CONTRACTOR TO CALIBRATE ALL THERMOSTATS SHOWN ON THIS PLAN. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL EXISTING THERMOSTATS REMAIN INTACT DURING DEMOLITION. HEATING THERMOSTATS MUST REMAIN OPERATIONAL AT ALL TIMES. IF REQUIRED FOR BETTER PROTECTION, THERMOSTATS MAYBE TEMPORARILY MOUNTED IN THE CEILING PLENUM DURING DEMOLITION. D. PROVIDE VOLUME DAMPERS AT ALL DIFFUSER TAKEOFFS. E. ALL TAKEOFFS,RUNOUTS, AND FLEX DUCTWORK TO DIFFUSERS SHALL BE THE SAME SIZE AS DIFFUSER INLET UNLESS OTHERWISE NOTED F. MECHANICAL CONTRACTOR TO CHECK OPERATION AND CONDITION OF ALL EXISTING MECHANICAL EQUIPMENT WITHIN THE CONFINES OF THIS SPACE AND PREPARE A WRITTEN LIST OF ANY DEFICIENCIES IN EQUIPMENT OPERATION OR CONDITION. LIST SHALL BE SUBMITTED TO PROPERTY MANAGER TWO WEEKS AFTER THE AWARD OF THE CONTRACT. G. THERMOSTAT CONTROL WIRING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4'0". H. PROVIDE EXTERNAL INSULATION ON ALL NEW RIGID ROUND DUCTWORK. I. ALL PIPE AND DUCT PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED PER 2018 IBC J. CONTRACTOR SHALL NOT RUN ANY FLEXIBLE DUCTWORK OVER GYPSUM BOARD CEILINGS. K. PROVIDE ADHESIVE, MULTICOLOR PIPE LABELS FOR ALL SYSTEMS. PROVIDE EVERY 50 FEET, AND EVERY 25 FEET IN CONGESTED AREAS. GRILLES, REGISTERS, AND DIFFUSERS SCHEDULE MECHANICAL LEGEND 03.12.2021 TAG MANUFACTURER MODEL SERVICE MATERIAL MANUAL BALANCING DAMPER FACE SIZE FINISH REMARKS A (EXISTING) - SUPPLY - (E) 24X24" - 1,3 B PRICE PDDR RETURNSTEEL ELECTRICAL //\ PER PLANS WHITE 2 C PRICE SCD SUPPLY STEEL LOCATION 24X24" WHITE 4,5 NOTES: MANUAL DAMPER SOUND [SONES] 1. RELLOCATE PER PLANS IF NECESSARY. o DRAW BAND WITH SILICONE SEALER FLA (A) 2. PROVIDE SOUND BOOT WHERE CALLED OUT ON PLANS. HEIGHTWEIGHT [IN] [LBS] 3. REBALANCE EXISTING SUPPLY DIFFUSER TO VALUE SHOWN ON PLANS. SP -B90 4. PROVIDE WITH LAY -IN MOUNTING FRAME. CEILING DIFFUSER < 5. BALANCE NEW SUPPLY DIFFUSER TO VALUE SHOWN ON PLANS. 2.5 W USE DUCT SEALANT OR GASKETED FITTING ROUND TWIST -IN FITTING WITH MANUAL DAMPER, HANDLE AND LOCK NUT 7T,6 FOOT LENGTH a DRIVE WITH S . CLAMP Engineering, Inc. 751 PL, Rdg, RM Slur 360 Colt CO. 80403 3039402050 201®e TFA ANDERSON HALLAS ARCHITECTS Z:�)�) ROUND DUCT TAKE -OFF DETAIL MECHANICAL LEGEND 03.12.2021 Drawn by EXISTING TO BE REMOVED Checked by NEW DUCT MANUAL BALANCING DAMPER �T AIRFLOWARROW O THERMOSTAT NEW TO EXISTING (N) NEW (E) EXISTING USE DUCT SEALANT OR GASKETED FITTING ROUND TWIST -IN FITTING WITH MANUAL DAMPER, HANDLE AND LOCK NUT 7T,6 FOOT LENGTH a DRIVE WITH S . CLAMP Engineering, Inc. 751 PL, Rdg, RM Slur 360 Colt CO. 80403 3039402050 201®e TFA ANDERSON HALLAS ARCHITECTS Z:�)�) ROUND DUCT TAKE -OFF DETAIL Date 03.12.2021 Drawn by SCALE: NTS Checked by TJR PROVIDE HANGER SUPPORT TO PREVENT KINKING OR SAGGING OF DUCT PROVIDE BTING TH SPIN -INE BELL SUPPLYDUCT W GENERAL M O FLEX MAX 6'-0" � V z O 00 FLEX DUCT SIZES HALL MATCH NECK SIZE ELECTRICAL //\ O PHYSICAL Q � v TAG MANUFACTURER O LOCATION CEILING TYPE AIRFLOW [CFM] 0 MANUAL DAMPER SOUND [SONES] J rervv o DRAW BAND WITH SILICONE SEALER FLA (A) LENGTH [IN] WIDTH [IN] HEIGHTWEIGHT [IN] [LBS] Z EF -B-1 GREENHECK SP -B90 0 EXHAUST CEILING DIFFUSER < 0.10 N 2.5 W `J 1' •^ � DIFFUSER CONNECTION DETAIL 12 LU 7 10 1,2 EF -B-2 Q SCALE: NTS BASEMENT RR EXHAUST CEILING U 0.10 //0J VJ i MOUNT FAN FROM STRUCTURE ABOVE 1 J00 J NT WITH METAL STRAPS 14 7 W & VIBRATION ISOLATION EF -1-1 GREENHECK SP -B90 FIRST FLOOR RR LL F- 90 0.10 LL O NT 1 60 O V FLEXIBLE O U 1,2 CONNECTION GREENHECK SP -B90 FIRST FLOOR RR DUCT TO LOW PROFILE SIDEWALL VENT, MATCH SAME VENT AS EXISTING EXHAUST FANS i AMOUNT FAN IN CEILING PROVIDE WITH BACK DRAFT DAMPER CEILING MOUNTED EXHAUST FAN DETAIL Z( Al C NTC FAN SCHEDULE Date 03.12.2021 Drawn by ASF Checked by TJR GENERAL PERFORMANCE (@ 5,300 FT) ELECTRICAL PHYSICAL NOTES TAG MANUFACTURER MODEL LOCATION SERVICE TYPE AIRFLOW [CFM] ESP [IN. W.C.] SPEED [RPM] SOUND [SONES] VOLTAGE [V] 0 FREQ. [HZ] FLA (A) LENGTH [IN] WIDTH [IN] HEIGHTWEIGHT [IN] [LBS] EF -B-1 GREENHECK SP -B90 BASEMENT RR EXHAUST CEILING 150 0.10 1050 2.5 115 1 60 1.8 12 14 7 10 1,2 EF -B-2 GREENHECK SP -B90 BASEMENT RR EXHAUST CEILING 150 0.10 1050 2.5 115 1 60 1.8 12 14 7 10 1,2 EF -1-1 GREENHECK SP -B90 FIRST FLOOR RR EXHAUST CEILING 90 0.10 700 0.9 115 1 60 .19 12 14 7 10 1,2 EF -1-2 GREENHECK SP -B90 FIRST FLOOR RR EXHAUST CEILING 90 0.10 700 0.9 115 1 60 .19 12 14 7 10 1,2 EF -1-3 GREENHECK SP -B90 FIRST FLOOR RR EXHAUST CEILING 90 0.10 700 0.9 115 1 60 .19 12 14 7 10 1,2 EF -2-1 GREENHECK SP -B90 SECOND FLOOR RR EXHAUST CEILING 150 0.10 1050 2.5 115 1 60 1.8 12 14 7 10 1,2 EF -2-2 GREENHECK SP -B90 SECOND FLOOR RR EXHAUST CEILING 150 0.10 1050 2.5 115 1 60 1.8 12 14 7 10 1,2 NOTES: 1. 2. EXHAUST FANS SHALL BE CONTROLLED BY THE RESTROOM LIGHT SWITCH. PROVIDE WITH BACKDRAFT DAMPER. �' Ippeonq� �aN 9 DN`g\oc 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 2784378 F'. (303) 278 0521 COPYRICHT'2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS I8 PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON H4LL45 ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR MECHANICAL COVER SHEET M0.0 ©m Engineering, Inc. 751P,RdeeA Site}60 G.G', CO. 00403 3039402050 201®A TfA ANDERSON HALLAS 0 MECHANICAL DEMO KEYNOTES ARCHITECTS 1 DEMO HATCHED RETURN GRILLE. 1 2 3 4 5 6 2 DEMO HATCHED SUPPLY DUCTAND FLEX, DIFFUSER TO REMAIN IN CURRENT LOCATION FOR UPSIZED BRANCH DUCT. 3 DEMO HATCHED SUPPLY DIFFUSER AND FLEX, EXISTING BRANCH DUCT AND DAMPER TO REMAINFOR NEW DIFFUSER C�u['.e 4 MPER FO REPLA EMENTPER MEDEMOHATCHEDZONEDIADIEMO ALL ASSOCIATED �!,, 'R6w1_.1 CONTROLS AND THERMOSTATS. S7S16 1 5 DEMO HATCHED EXHAUST FAN FOR REPLACEMENT PER M1.1. DEMO BACK EXISTING DUCT AS NEEDED FOR NEW EXHAUST FAN CONNECTION.jOMa f� All —CC) W F F rc 1 4 - 00Iy ��==44 - 1 t 4 �O1 U 3 1 �\ EXISTING 48X24" RETURN GRILLE (TY) P F O s -- Eff " w Q — — — — — — — — — — — — — — — — — — —B 00 ao II � LL—� f LL - (D n II LL NT 0 0 rn LL. 'y li -- � �� � No. Description Dale NOWORK IN THIS AREA ------ - - - - - - -CA) EXISTING 24X24" RETURN GRILLE (TYP) EXISTING 24X12" RETURN GRILLE (TYP) 715 STREET GOLDEN, COLORED0 8E401 P'. (303) 2184318 F'. (303) 278-0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HAN-AS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR FIRST FLOOR MECHANICAL DEMO PLAN FIRST FLOOR 3/16"= V-0�'_0° MECHANICAL DEMO PLAN Mo.1 o��d. 01J`s�o ©m Engineering, Inc. 751 PL, Rdg,A Sit, 360 G.G', CO. 00403 3039402050 201®A TfA ANDERSON HALLAS O MECHANICAL DEMO KEYNOTES ARCHITECTS 1 DEMO HATCHED SUPPLY DIFFUSER AND ASSOCIATEDHATCHED DUCT, CAP AT DUCT 1 2 3 4 5 6 2 DEMO HATCHED RETURN GRILLE. N. 3 EXISTING DIFFUSER SUPPLIED UPSTREAM OF ZONE DAMPER. DEMO HATCHED SUPPLY DIFFUSER AND ASSOCIATED HATCHED DUCT, CAP AT DUCT MAIN. 4 DEMO HATCHED SUPPLY DUCT AND FLEX, DIFFUSER TO CD REMAIN IN CURRENT LOCATION FOR UPSIZED BRANCH DUCT. 'x 5 HATCHED ZCONTROLS DAMPER FOR ANETHERMOSTATS.PER M1.2 DEMO H S�7S16 t a t \ a 1 a 6 DEMO HATCHED BYPASS DAMPER FOR REPLACEMENT PER M1.2. DEMO ALL ASSOCIATED CONTROLS. V EXISTING 24X12" 7 DEMO HATCHED EXHAUST FAN FOR REPLACEMENT PER M1.2.ipNµ RETURN GRILLE (NP) DEMO BACK EXISTING DUCTAS NEEDED FOR NEW EXHAUST ,. `' hlfr FAN CONNECTION. aRy 8 DEMOHATCHED SUPPLY DIFFUSER AND FLEX, EXISTING Z W _ BRANCH ��i DUCTAND DAMPER TO REMAIN FOR NEW DIFFUSER \ m 9 DEMO HATCHED SUPPLY DIFFUSER AND ASSOCIATED HATCHED DUCT, DIFFUSER TO BE SALVAGED FOR V RELLOCATION. r I FFl EXISTING 48X24" a a RETURN GRILLE (TYP) 2 III F F LL I _ f III `fes f - ^ 5 3 3 \ f C co r> 00 a 0 d d � C/)�- � Q 0 a� �oADD z 7 Q O -� - --CB) w J 0000 U7 s EXISTING 24X24„ J RETURN GRILLE (NP) � I --- LL O O °' EEEE IT, a a No. Description Date NO WORK IN THIS AREA F —TIII ,5 v 715 FOURTEENTH STREET GOLDEN, COLOxaDo 8o401 P'. (303) 2784378 F'. (303) 278-0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANOENSON MN -AS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR SECOND FLOOR n SECOND FLOOR MECHANICAL DEMO PLAN MECHANICAL DEMO sn s„ _ �,_o„ P,'wL`\A//Nw,'O . 2�) c , Y , G/7o,/no ©m Engineering, Inc. 751 PL, RdeeA Sit, 360 G.G', CO. 00403 3039402050 201®A TfA ANDERSON O MECHANICAL KEYNOTES RACERS 1 2 3 4 5 6 1 DEMOLISH EXISTING EXHAUST FAN. FURNISH AND INSTALL NEW EXHAUST FAN REPLACEMENT, ARCHITECTS CONNECTTO EXISTING DUCTWORK. 'X 1. S7S16 �~1D/IAL /f III REF — — — — — — — — — — — — — — — C ('7 CD CD ('7 00 --I C/)o 24 1 eF-&1 -RlR LU W V C �BIo w�� B_2 J 00 U E' -- LL F NT 0 LL No. Description Date LlaI CA�u�------J II 715 FOURTEENTH STREET GOLDEN, COLORADO 80101 P'. (303) 27843]8 F'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANCENSON MNAS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR BASEMENT n BASEMENT MECHANICAL PLAN MECHANICAL PLAN 1�_0 F CAA M1.0 �A oc ©m Engineering, Inc. 751P,Rdg,A Site}60 G.G', CO. 00403 3039402050 201®A TfA 1 2 3 4 5 6 ANDERSON HALLAS O MECHANICAL KEYNOTES ARCHITECTS 1 INSTALL NEW DUCT AND —C ATED SUPPLY DIFFUSER, D) BALANCE TO VALUES SHOWN. 2 INSTALL NEWUPSIZED DUCT OCEXISTNGSUP PLY DIFFUSER, 80 100 100 10 0A ns cFM (A zoo cFM A zoo cFM A zoo cFM AA 20�' O CFM A 300 100 BALANCE TO VALUES SHOWN. TRANSITION DOWN TO f f r f f f cFM f DIFFUSER NECK SIZE DIRECTLY AT DIFFUSER. 3 FURNISH AND INSTALL NEW DUCT AND NEW SUPPLY i i � DIFFUSER, BALANCETOVALUES SHOWN. V. o"C A 4 FURNISH AND INSTALL NEW TYPE "B" 24X12" RETURN GRILLE. 325 cFM 5 FURNISH AND INSTALL NEW ZONE DAMPER, TRANSITION AS �, SZS16 j A 6C _ _ i YA%NEEDED TO CONNECTTO EXISITING DUCNVORK.BALANCE 10o cFM i �y \\ ZONE DAMPER PER MAXIMUM AND MINIMUM AIRFLOWS LISTED A 10CF = % IN THE DAMPER SCHEDULE ON M0.0. jpMa� iso cFM — 6 FURNISH AND INSTALL NEW EXHAUST FAN REPLACEMENT, CONNECT TO EXISTING DUC-ENORK. O7 FURNISH AND INSTALL NEW EXHAUST FAN, DUCTTO LOW T T — PROFILE SIDEWALL VENT. SIDEWALL VENT FITTING TO MATCH EXISTING EXHAUST PENETRATIONS. a�r200 — — — a a ( 12 x12 a a 4 8 INSTALL -ENO THERMOSTATS ON WT -1-1 DAMPER, THERMOSTATS TO SIMULTANEOUSLY CONTROL THE DAMPER T 12 12 8„g VIA AVOTING SYSTEM WITH THE BOARD ROOM THERMOSTAT 22x1 z' 3 C xx A 175CFM ) TAKING PRIORITY. CC22x12'9 INSTALL NVO THERMOSTATS ON WT -1-2 DAMPER, j CFM THERMOSTATS TO SIMULTANEOUSLY CONTROL THE DAMPER JE J 3 s O T VIA A VOTING SYSTEM WITH THE EXTERIOR OFFICE '-O-` 100CFM L THERMOSTAT TAKING PRIORITY. 250 ��E Q /IC 1o6 0 — — — — — —10 FURNISH AND INSTALL NEW NIGHT SETBACK THERMOSTAT 3 f A s°C CC FOR RTU -1. A aCFM I - = 100 CFM � � � 10"e — 08 A 101 CFM / C 6"C V T-1-2 4 — — — — — — _ — — 10 0 CFM �� 0"C V A 300 CFM 10"e 2 °v. III III e EXISTING 48X24" VAT 1 1 _ - 3 C 100 m M A 106 CFM RETURN GRILLE (TYP) 5 6„C C s°C 3 00 C 100 CFM — 100 CFM q/- f A 6„g 1� ■i O T — — 1ooCFM I 10 6 --- - 0 0 EF- -1 - J 3 10"C— Qi 6„g C 60 VVT-14, A 100 CFM � li I � i/1 0 0 0— C 100 CFM —VVT-1-5 100 CFM _ J f O �� �p --- J \ — — — — — — — — \ — — — q AD 6g ` CA— 80 — � /— F-1-3 ° 100 CFM 00 275CFM W 0 o A7 EF --z ° 100cFM 12x12' - //L.//L�� 6 BC 2 VJ RE' l A 200 CFM J v V J 4 N 12x12' = 22x12' DNo LL F L.L O _ Z T — 0 rn UP NT T 4 4 O L.L. I III + 10" +0 CFAP 10C +PAP 1"+ A 10"C + NO. D¢SCfIP[IOO Date C_ A F—P 0 CF300 CFMFCCoC 3 3 NOWORKIN THISAREA EXISTING 24X24" RETURN GRILLE (TYP) EXISTING 24X12" RETURN GRILLE (TYP) LDEN, OLORESTREET ooEEEH, conoEewo aoaol P'. (303) 278A378 F'. (303) 278-0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS ❑ ❑ PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HAN-AS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR FIRST FLOOR MECHANICAL PLAN FIRST FLOOR s 1s"= -o” MECHANICAL PLAN yyean,iy BN M 1.1 o��d. O1J`sxo ©m Engineering, Inc. 751P,RdeeA Sit, 360 G.It CO. 00403 3039402050 201®A TfA ANDERSON HALLAS o MECHANICAL KEYNOTES ARCHITECTS 1 2 3 4 5 6 1 FURNISH AND INSTALL NEW SC -Z20 CONTROL PANEL ABOVE CEILING IN THIS LOCATION, SERVING 2ND FLOOR RTU. 2 FURNISH AND INSTALL NEW SC -Z20 CONTROL PANEL ABOVE CEILING IN THIS LOCATION, SERVING 1ND FLOOR RTU. 3 INSTALL NEW DUCT AND RELLOCATED SUPPLY DIFFUSER, BALANCE TO VALUES SHOWN. . J. 4 FURNISH AND INSTALL NEW TYPE "B" 24X24" RETURN GRILLE. 5 FURNISHAND INSTALLNEW UCTANDNEW SUPPLY DIFFUSER, 5 cFM 5 u 5 zoo cFM 15o cFM 15o CFM zoo CFM _ Iso cFM — 1so CFM 350 BALANCE TO VALUES SHOWN. 'SZS16 j m^80 80 8 80 80 c c c n n n n _� 6 INSTALL NEW UPSIZED DUCT TO EXISITNG SUPPLY DIFFUSER, 300 c FM BALANCE TO VALU ES SH OWN. TRANSITION DOWN TO DIFFUSER ;� •I f NECK SIZE DIRECTLYAT DIFFUSER. f f µ 7 FURNISH AND INSTALL NEW ZONE DAMPER, TRANSITION AS NEEDED TO CONNECT TO EXISITING DUCNVORK. BALANCE ZONE l l 11 11 l 11 _ DAMPER PER MAXIMUMAND MINIMUM AIRFLOWS LISTED IN THE _ DAMPER SCHEDULE ON M0.0. Qr -fl T r771m 8 FURNISH AND INSTALL NEW BYPASS DAMPER, TRANSITION AS 13 zzxl z" NEEDED TO CONNECT TO EXISITING DUC-ENORK. = T EXISTING 24X12" 9 FURNISH AND INSTALL NEW EXHAUST FAN REPLACEMENT, IT _ RETURN GRILLE (TYP) CONNECT TO EXISTING DUCNVORK. T Ta �� 10 FURNISH AND INSTALL NEW SOUND BOOT FOR RETURN GRILLE. c uo M s vv IsoCFM n T 8m 11 FURNISH AND INSTALL NEW TYPE "B" 2-X DA RETURN GRILLE. r cFM 12 INSTALL -ENO THERMOSTATS ON WT -2-S DAMPER, THERMOSTATS C 8" Li A 8"Li 13 T zoo CFM 3 n em TO SIMULTANEOUSLY CONTROL THE DAMPER VIA AVOTING SYSTEM WITH THE EXTERIOR OFFICE THERMOSTAT TAKING 5 uo cFM n Iso cFM n 200 m zso CFM EXISTING 48X24" PRIORITY. RETURN GRILLE (TYP) 13 INSTALL -ENO THERMOSTATS ON WT -2-3 DAMPER, THERMOSTATS TO SIMULTANEOUSLY CONTROL THE DAMPER VIA A VOTING 5 c zso CFM 2 ~ / SYSTEM WITH THE OPEN OFFICE THERMOSTAT TAKING PRIORITY. I� • \ / + 14 FURNISH AND INSTALL NEW BYPASS DAMPER Wi-1-B2, NEW ' ^ 18X12" DUC-ENORK TO TIE INTO EXISTING MAINS AS SHOWN. \/ J 15 FURNISH AND INSTALL NEW NIGHT SETBACK THERMOSTAT FOR RTU -2. c> o w Q o u a 0 VVT-2-2 o s O VVT-2-3— H 00 5 VV -2 B1 VVT- I2 = C 0C- - - - - 0 CFM 1oC N C 250 CFM _,i 5 + e ♦ O ° 2 "x12" t I T VVT-25 ry a 60 LL m (10 S CO75 CFM 225 CFM 6 m 6 8 75 CFM 6 A60sCF , c zso FMZ n 8 n 75 CFM (A 75 CFM n uo CFM y EXISTING 24X24" Q 7 of RETURN GRILLE (TYP) L � 5 VVT 24 < 0 /� 2 N 10g W V tC 250 CFM \ VVT- I / A 6"Li ♦ FA) 6"Li LU ami T Q14 - 75 CFM - 75 CFM � 5 0„g - - � V) +�+ 2� 10 A 68 T -225 CFM 00 T 7s CFM 1a°;:1r' 8"m 12 A 200 CFM l , V T-1-31 - - - JLL EF -2-2 ` �` J/� 8 O o D LL T O Cl) LL T 10"0 1z 10„g 11 F11 C 350 CFM '71010°0 �5 c 10g No. Description Dale 1°°ID C f 350 CFM 0„ID 10 - 350 CFM 1 NO WORK IN THIS AREA „g c 371 CFM (D-350 CFM 4 5 5 715 FOURTEENTH STREET 60LDEN, COLORADO 80.401 P'. (303) 2784378 F'. (303) 278-0521 COPYRIGHT'2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS -- PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDENS ON MIL US ARCHREUS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR SECOND FLOOR n SECOND FLOOR MECHANICAL PLAN MECHANICAL PLAN 3/16” = 1'-0” q\eS pObott Agya U �u M1.2 PLUMBING FIXTURE SCHEDULE REMOVED FIXTURES / EQUIPMENT TAG CW [IN.] HW [IN.] HWC [IN.] TAG DESCRIPTION MANUFACTURER MODEL NUMBER FINISH MANUFACTURER MODEL NUMBER FINISH GPM/GPF ELECTRICAL REMARKS WC -1 WATER CLOSET- FLOOR MOUNTED (OFCI) (OFCI) - - - - - - 1 1-1/2" (ADA) S-1 1/2" 1/2" -- 2" 1-1/2" -- GDU-1 - L-1 LAVATORY -COUNTER MOUNTED (OFCI) (OFCI) - (OFCI) (OFCI) - - - 3,5,6,7 -- (ADA) 1/2" -- -- 2" 1-1/2" -- REMARKS: 1. 2. 3. CONNECT HOT WATER RECIRUCLATION TO HOT WATER LINE PER 20181ECC TABLE C404.5.1 WATER CLOSET PROVIDED BY OWNER. LAV BASIN PROVIDED BY OWNER. S-1 BREAK SINK JUST US -ADA -1618-A STAINLESS (OFCI) (OFCI) - - - 3,4,5,6 (ADA) STEEL (18 GA) S-2 BREAK SINK JUST US -ADA -1830-A STAINLESS (OFCI) (OFCI) - - - 3,4,5,6 (ADA) STEEL (18 GA) GDU-1 GARBAGE DISPOSAL UNIT INSINKERATOR BADGER 5 - - - - - 120/60/1 - 1/2 HP EWC-1 ELECTRIC WATER COOLER (ADA) ELKAY LZSTL8WSLP LIGHT GRAY - - - - 120/60/1 2,3 RECESSED HI/LOW BF -1 BOTTLE FILLER ELKAY LZWSSM STAINLESS - - - - - 2,3 REMARKS: 1. LOOSE KEY ANGLE STOP, STAINLESS STEEL BRAIDED SUPPLIES 2. PROVIDE WITH CONCEALED FLOOR MOUNTED CARRIER (COORDINATE WITH WALL THICKNESS) 3. 17 GA. P -TRAP, LOOSE KEY ANGLE STOPS, STAINLESS STEEL BRAIDED SUPPLIES 4. 6" DEEP BOWL, REAR CENTER DRAIN LOCATION 5. PROVIDE LEONARD #270 -LF MIXING VALVE UNDER FIXTURE. (ASSE 1070 RATED) 6. PROVIDE WITH TRUEBRO #103 E -Z P -TRAP AND SUPPLIES INSULATION KIT 7. PROVIDE WITH 10 -YEAR BATTERY PACK AND HOLDER GENETAL NOTE: 1. (OFCI)-OWNER FURNISHED, CONTACTOR INSTALLED PLUMBING FIXTURE CONNECTION SCHEDULE REMOVED FIXTURES / EQUIPMENT TAG CW [IN.] HW [IN.] HWC [IN.] WASTE [IN.] VENT [IN.] REMARKS WC -1 1/2" -- -- 4" 2" 2 L-1 1/2" 1/2" 1/2" 2" 1-1/2" 1,3 S-1 1/2" 1/2" -- 2" 1-1/2" -- S-1 1/2" 1/2" -- 2" 1-1/2" -- GDU-1 - -- -- -- -- -- EWC-1 1/2" -- -- 2" 1-1/2" -- BF-1 1/2" -- -- 2" 1-1/2" -- REMARKS: 1. 2. 3. CONNECT HOT WATER RECIRUCLATION TO HOT WATER LINE PER 20181ECC TABLE C404.5.1 WATER CLOSET PROVIDED BY OWNER. LAV BASIN PROVIDED BY OWNER. RECIRCULATION PUMP SCHEDULE REMOVED FIXTURES / EQUIPMENT ADDED FIXTURES / EQUIPMENT ITEM LOAD (TOTAL WSFU) GENERAL LOAD (TOTAL WSFU) WATER CLOSET PERFORMANCE ELECTRICAL 5 URINAL NOTES TAG MANUFACTURER MODEL# SYSTEM FLOW [GPM] HEAD [FT.] POWER [HP] VOLTAGE [V] PHASE FREQUENCY [HZ] SPEED [RPM] CP -1 BELL & GOSSETT PL -30 (EXISTING HW) 1 23 1/12 115 1 60 2650 1,2 NOTES: 1. 2. LEAD FREE BRONZE PROVIDE WITH AQUASTAT AND TIMECLOCKTO RUN DURING OCCUPIED HOURS WATER SUPPLY FIXTURE UNIT CHANGES ( PER IPC TABLE E103.3(2) ) REMOVED FIXTURES / EQUIPMENT ADDED FIXTURES / EQUIPMENT ITEM LOAD (TOTAL WSFU) ITEM LOAD (TOTAL WSFU) WATER CLOSET 5 WATER CLOSET 5 URINAL 5 LAVATORY 2 DISHWASHER 1.4 BREAKSINK 1.4 CIRCUIT SETTER r BREAKSINK 1.4 NEWTO EXISTING WATER COOLER 0.25 WATER COOLER 0.25 BOTTLE FILLER 0.25 TOTAL REMOVED= 11.4 TOTALADDED= 10.55 TOTAL WSFU REDUCED BY 0.85 PLUMBING NOTES I GENERAL A. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO SHOW ALL TRANSITIONS OFFSETS ETC CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND PROVIDE ALL NECESSARY FITTINGS TO COMPLETE THE INTENT OF THE DRAWINGS. ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE DESIGN ENGINEER FOR RESOLUTION. B. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AND NOTIFY ENGINEER IF ANY CONFLICTS OCCUR C. CONTRACTOR SHALL REVIEWTHESE DOCUMENTS CAREFULLY. CONTRACTOR SHALL CONTACT THREE SIXTY (360) ENGINEERING, INC (303-940-2050) FOR RESOLUTION OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS, BEFORE BID DATE. IN THE EVENT THAT AN INTERPRETATION OF BID DOCUMENTS IS NECESSARY AFTER THE BID DATE, THE DECISION OF 360 SHALL BE FINAL AND BINDING. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF ALL CHANGE ORDERS, WHICH THE OWNER AND ENGINEER HAVE NOT APPROVED IN WRITING PRIOR TO THE EXECUTION OF THE ASSOCIATED WORK. E. IN THE CASE OFA CONFLICT, UNLESS OTHERWISE NOTED, KEYNOTES ON PLUMBING PLANS SHALL SUPERCEDE ANY GENERAL NOTES ON THE PLANS. II. PRODUCTS A. INTERIOR SOIL AND WASTE PIPING SERVICE WEIGHT CAST IRON SOIL PIPE AND NO HUB FITTINGS OR DWV COPPER PIPE AND FITTINGS WITH 95%TIN/5%ANTIMONY SOLDER JOINTS. B. DOMESTIC WATER LINES AND INDIRECT DRAIN LINES .TYPE "L" HARD DRAWN COPPER TUBING WITH WROUGHT COPPERFITTINGS. SOLDER SHALL BE 95%TIN/ 5%ANTIMONY . C. VENTPIPING. SERVICE WEIGHT CAST IRON WITH STAINLESS STEEL NO HUB CONNECTORS OR DWV COPPER PIPE AND FITTINGS WITH 95%TIN /5% ANTIMONY SOLDER JOINTS. D. ABOVEGROUND, SOIL WASTE AND VENT PIPING NPS 4 AND SMALLER SHALL BE HUBLESS, CAST-IRONSOIL PIPE WITH 4 BAND STAINLESS STEEL NO HUB COUPLINGS. E. PIPING INSULATION. PREFORMED FIBERGLASS PIPE INSULATION. INSULATION JACKET SHALL BE FACTORY APPLIED KRAFT PAPER WITH VAPOR BARRIER AND SELF-SEALING LAP. F. DOMESTIC WATER LINES AND INDIRECT DRAIN LINES, RASP AND SMALLER SHALL BE HARDCOPPERTUBE, ASTM B 88, TYPE L, WROUGHT SOLDER -JOINT FITTINGS, AND LEAD-FREE SOLDER. G. VENTPIPING. SERVICE WEIGHT CAST IRON WITH 4 BAND STAINLESS STEEL NO HUB COUPLINGS OR DWV COPPER PIPE AND FITTINGS WITH 95%LINE 5%ANTIMONY SOLDER JOINTS. H. BRONZEBALLVALVES TWO-PIECE ,FULL -PORT ,LEAD-FREE BRONZE BALL VALVES WITH STAINLESS-STEEL TRIM III. EXECUTION A. ALL PLUMBING WORK SHALL COMPLY WITH LOCAL CODES AND ORDINANCES. B. PITCH WASTE LINES NOT LESS THAN 1/4" PER FOOT (UNLESS NOTED OTHERWISE). C. INSULATE ALL COLD WATER AND INDIRECT WASTE PIPING WITH 1"PREFORMED FIBERGLASS PI PE INSULATION WITH A "K" FACTOR OF 023 MAXIMUM AT 75 " MEAN TEMPERATURE. INSULATE ALL HOT WATER PIPING 1-1/4" AND SMALLER WITH 1"PREFORMED FIBERGLASS PIPE INSULATION WITH A "K" FACTOR OF 023 MAXIMUM AT 100 " MEAN TEMPERATURE INSULATE ALL HOT WATER PIPING 1-1/2" AND LARGER WITH 1-1/2" PREFORMED FIBERGLASS PIPE INSULATION WITH A "K" FACTOR OF 023 MAXIMUM AT 100 " MEAN TEMPERATURE. USE FLEXIBLE ELASTOMERIC CLOSED -CELL FOAM INSULATION ON REX PIPING WITH SAME K FACTORS AND INSULATION THICKNESSES AS FOR FIBERGLASS INSULATION. D. RUN ALL PIPING ON WARM SIDE OF BUILDING INSULATION. PIPE INSULATION ISNOT CONSIDERED FREEZE PROTECTION. E. PROVIDE PIPE HANGERS OF THE SAME MATERIAL AS THE PIPING SYSTEM OR USE COATED HANGERS. F. SET FLOOR DRAINS SO THAT TOP WILL BE SLIGHTLY LOWER THAN SURROUNDING FLOOR. G. PROVIDE BALL VALVES AND UNIONS ON ALL LINES TO EQUIPMENT FOR ISOLATION AND REMOVAL. H. PLUMBING CONTRACTOR SHALL CHECK OPERATION AND CONDITION OF ALL EXISTING PLUMBING EQUIPMENT WITHIN THE CONFINES OF THIS SPACE, AND PREPARE A WRITTEN LIST OF DEFICIENCIES IN EQUIPMENT OPERATION OR CONDITION. LIST SHALL BE SUBMITTED TO GENERAL CONTRACTOR WITHIN 2 WEEKS OF CONTRACT AWARD DATE. I THE CONTRACTOR SHALL A PAY THE FLOOR AND OBTAIN BUILDING OWNER APPROVAL BEFORE CUTTING ANY FLOOR PENETRATIONS. J. WHERE REMOVAL OR RELOCATION OF EXISTING FIXTURES OCCURS, CONTRACTOR SHALL REMOVE ALL WASTE AND VENT BRANCH LINES NOT REQUIRED FOR NEW, OR REMAINING FIXTURE LOCATIONS. K. WHERE PIPING HAS BEEN REMOVED FROM FLOOR PENETRATIONS, CONTRACTOR SHALL PATCH CONCRETE FLOOR TO MATCH EXISTING CONDITIONS. L. ALL PIPE PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED PER 2018 IBC M. PROVIDE ADHESIVE, MULTICOLOR PIPE LABELS FOR ALL SYSTEMS. PROVIDE EVERY 50 FEET, AND EVERY 25 FEET IN CONGESTED AREAS. Engineering, Inc. 751 P , Rdg, Ad Slur 360 WG', CO. 00403 3039402050 21169e TFA ANDERSON HALLAS ARCHITECTS U) 0. co WCO L/ O z 00 C/) O Qa) O 0 J -0 of 0Zi Q 0 W mow/�// ; LL_ Q W PLUMBING LEGEND 03.12.2021 U J J COLD WATER (CW) - - HOT WATER(HW) - - - HOTWATER RECIRCULATION(HWC) F- VENT (V) LL WASTE (W) 0— PIPE RISE C PIPE DROP 0 CIRCUIT SETTER r BALL VALVE NEWTO EXISTING PLUMBING NOTES I GENERAL A. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND NOT INTENDED TO SHOW ALL TRANSITIONS OFFSETS ETC CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND PROVIDE ALL NECESSARY FITTINGS TO COMPLETE THE INTENT OF THE DRAWINGS. ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS SHALL BE REPORTED TO THE DESIGN ENGINEER FOR RESOLUTION. B. CONTRACTOR SHALL COORDINATE WORK WITH OTHER TRADES AND NOTIFY ENGINEER IF ANY CONFLICTS OCCUR C. CONTRACTOR SHALL REVIEWTHESE DOCUMENTS CAREFULLY. CONTRACTOR SHALL CONTACT THREE SIXTY (360) ENGINEERING, INC (303-940-2050) FOR RESOLUTION OF ANY DISCREPANCIES, OMISSIONS, OR CLARIFICATIONS, BEFORE BID DATE. IN THE EVENT THAT AN INTERPRETATION OF BID DOCUMENTS IS NECESSARY AFTER THE BID DATE, THE DECISION OF 360 SHALL BE FINAL AND BINDING. D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS OF ALL CHANGE ORDERS, WHICH THE OWNER AND ENGINEER HAVE NOT APPROVED IN WRITING PRIOR TO THE EXECUTION OF THE ASSOCIATED WORK. E. IN THE CASE OFA CONFLICT, UNLESS OTHERWISE NOTED, KEYNOTES ON PLUMBING PLANS SHALL SUPERCEDE ANY GENERAL NOTES ON THE PLANS. II. PRODUCTS A. INTERIOR SOIL AND WASTE PIPING SERVICE WEIGHT CAST IRON SOIL PIPE AND NO HUB FITTINGS OR DWV COPPER PIPE AND FITTINGS WITH 95%TIN/5%ANTIMONY SOLDER JOINTS. B. DOMESTIC WATER LINES AND INDIRECT DRAIN LINES .TYPE "L" HARD DRAWN COPPER TUBING WITH WROUGHT COPPERFITTINGS. SOLDER SHALL BE 95%TIN/ 5%ANTIMONY . C. VENTPIPING. SERVICE WEIGHT CAST IRON WITH STAINLESS STEEL NO HUB CONNECTORS OR DWV COPPER PIPE AND FITTINGS WITH 95%TIN /5% ANTIMONY SOLDER JOINTS. D. ABOVEGROUND, SOIL WASTE AND VENT PIPING NPS 4 AND SMALLER SHALL BE HUBLESS, CAST-IRONSOIL PIPE WITH 4 BAND STAINLESS STEEL NO HUB COUPLINGS. E. PIPING INSULATION. PREFORMED FIBERGLASS PIPE INSULATION. INSULATION JACKET SHALL BE FACTORY APPLIED KRAFT PAPER WITH VAPOR BARRIER AND SELF-SEALING LAP. F. DOMESTIC WATER LINES AND INDIRECT DRAIN LINES, RASP AND SMALLER SHALL BE HARDCOPPERTUBE, ASTM B 88, TYPE L, WROUGHT SOLDER -JOINT FITTINGS, AND LEAD-FREE SOLDER. G. VENTPIPING. SERVICE WEIGHT CAST IRON WITH 4 BAND STAINLESS STEEL NO HUB COUPLINGS OR DWV COPPER PIPE AND FITTINGS WITH 95%LINE 5%ANTIMONY SOLDER JOINTS. H. BRONZEBALLVALVES TWO-PIECE ,FULL -PORT ,LEAD-FREE BRONZE BALL VALVES WITH STAINLESS-STEEL TRIM III. EXECUTION A. ALL PLUMBING WORK SHALL COMPLY WITH LOCAL CODES AND ORDINANCES. B. PITCH WASTE LINES NOT LESS THAN 1/4" PER FOOT (UNLESS NOTED OTHERWISE). C. INSULATE ALL COLD WATER AND INDIRECT WASTE PIPING WITH 1"PREFORMED FIBERGLASS PI PE INSULATION WITH A "K" FACTOR OF 023 MAXIMUM AT 75 " MEAN TEMPERATURE. INSULATE ALL HOT WATER PIPING 1-1/4" AND SMALLER WITH 1"PREFORMED FIBERGLASS PIPE INSULATION WITH A "K" FACTOR OF 023 MAXIMUM AT 100 " MEAN TEMPERATURE INSULATE ALL HOT WATER PIPING 1-1/2" AND LARGER WITH 1-1/2" PREFORMED FIBERGLASS PIPE INSULATION WITH A "K" FACTOR OF 023 MAXIMUM AT 100 " MEAN TEMPERATURE. USE FLEXIBLE ELASTOMERIC CLOSED -CELL FOAM INSULATION ON REX PIPING WITH SAME K FACTORS AND INSULATION THICKNESSES AS FOR FIBERGLASS INSULATION. D. RUN ALL PIPING ON WARM SIDE OF BUILDING INSULATION. PIPE INSULATION ISNOT CONSIDERED FREEZE PROTECTION. E. PROVIDE PIPE HANGERS OF THE SAME MATERIAL AS THE PIPING SYSTEM OR USE COATED HANGERS. F. SET FLOOR DRAINS SO THAT TOP WILL BE SLIGHTLY LOWER THAN SURROUNDING FLOOR. G. PROVIDE BALL VALVES AND UNIONS ON ALL LINES TO EQUIPMENT FOR ISOLATION AND REMOVAL. H. PLUMBING CONTRACTOR SHALL CHECK OPERATION AND CONDITION OF ALL EXISTING PLUMBING EQUIPMENT WITHIN THE CONFINES OF THIS SPACE, AND PREPARE A WRITTEN LIST OF DEFICIENCIES IN EQUIPMENT OPERATION OR CONDITION. LIST SHALL BE SUBMITTED TO GENERAL CONTRACTOR WITHIN 2 WEEKS OF CONTRACT AWARD DATE. I THE CONTRACTOR SHALL A PAY THE FLOOR AND OBTAIN BUILDING OWNER APPROVAL BEFORE CUTTING ANY FLOOR PENETRATIONS. J. WHERE REMOVAL OR RELOCATION OF EXISTING FIXTURES OCCURS, CONTRACTOR SHALL REMOVE ALL WASTE AND VENT BRANCH LINES NOT REQUIRED FOR NEW, OR REMAINING FIXTURE LOCATIONS. K. WHERE PIPING HAS BEEN REMOVED FROM FLOOR PENETRATIONS, CONTRACTOR SHALL PATCH CONCRETE FLOOR TO MATCH EXISTING CONDITIONS. L. ALL PIPE PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED PER 2018 IBC M. PROVIDE ADHESIVE, MULTICOLOR PIPE LABELS FOR ALL SYSTEMS. PROVIDE EVERY 50 FEET, AND EVERY 25 FEET IN CONGESTED AREAS. Engineering, Inc. 751 P , Rdg, Ad Slur 360 WG', CO. 00403 3039402050 21169e TFA ANDERSON HALLAS ARCHITECTS U) 0. co WCO L/ O z 00 C/) O Qa) O 0 J -0 of 0Zi Q 0 W mow/�// ; LL_ Q W W 03.12.2021 U J J °O �_ TJR LL F- LL O 0 0 0 LL r 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 2784378 F'. (303) 278 0521 CC PYRIGHT'2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON H4LL45 ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR PLUMBING COVER SHEET P0.0 ©m Engineering, Inc. 751 PL, RdeeA Sit, 360 G.G', CO. 00403 3039402050 201®A TfA ANDERSON HALLAS ARCHITECTS O PLUMBING KEYNOTES 1 2 3 4 5 6 1 DEMO AND REPLACE SINK AND GARBAGE DISPOSAL. 1 2 NEWWASTEPIPING TODROP WITHIN WALL AND CONNECT TO EXISTING WASTE RISER SERVING KITCHEN SINK. S7S16 1 3 NEW WASTE PIPING DOWN FROM BREAK SINK ON FLOOR �\ ABOVE, ROUTE WITHIN CEILING SPACE. 4 EXISTING 4" WASTE DROP FROM BACK TO BACK WATER a ��✓// CLOSETS ABOVE. 5 NEW 2" WASTE DROP FROM BACK TO BACK LAVATORIES ABOVE, TIE INTO EXISTING WASTE WITHIN CEILING. 6 NEW 2" WASTE DROP FROM LAVATORY ABOVE, TIE INTO EXISTING WASTE WITHIN CEILING. 7 NEW 4" WASTE DROP FROM WATER CLOSET ABOVE, TIE INTO EXISTING WASTE WITHIN CEILING. 8 NEW 2" WASTE DROP FROM ELECTRIC WATER COOLER ABOVE, TIE INTO EXISTING WASTE WITHIN CEILING OF ADJACENT RESTROOM. 9 EXISTING BATHROOM FIXTURES TO REMAIN, WASTE PIPING WILL BE NEEDED WITHIN CEILING FOR DROPS FROM RESTROOMS ON FIRST FLOOR. 10 FURNISH AND INSTALL NEW CIRCULATION PUMP. INSTALL ON EXISTING DOMESTIC HOT WATER SYSTEM PER DETAIL 1/P2.0. 11 INSTALL NEW 1/2" HWC RISER UP TO SERVE STAND ALONE s_z LAVATORY PER PI.1. cou-t 12 INSTALL NEW 1/2" HWC RISER UP TO SERVE BACK TO BACK LAVATORIES PER P1.1. co ''I REF W CO -- - - - - - - - - - - - - - --CC)z 00 U) O 0 0 LL I I I I 'I------ J � --TI �I I I I ----- k97z ------I ------ LU (D�I III ------I I ------I I 12 III Q N C/) 00 LL 0 NT d° 0 0 — — No. Description Dale II TI TI FI _5I — — — — — — — — — — — — — — — — —GOLDEN, COLORE715 EGGENFIG STREET P'. (303) 27843]8 F'. (303) 278-0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANOENSON MN -AS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR BASEMENT PLUMBING PLAN n BASEMENT PLUMBING PLAN Nonoil U 3/16" = 1'-0" S u \e c P1.0 G' �o AE�10 �1 5 ©m Engineering, Inc. 751 PL, RdeeA Sit, 360 G.G', CO. 00403 3039402050 201®A TfA ANDERSON HALLAS ARCHITECTS O PLUMBING KEYNOTES 1 FURNISH AND INSTALL NEW BREAK AREA SINK, INSTALL NEW I/2"HW AND 1 2 3 4 5 6 CW PIPES TO SERVE SINK FROM ADJACENT RESTROOM PLUMBING. WASTE PIPE TO BE ROUTED IN CEILING SPACE OF FLOOR BELOW. 2 NEW WASTE PIPING DOWN FROM BREAK SINK ON FLOOR ABOVE, ROUTE WITHIN CEILING SPACE. -' 3 CONNECT NEW WASTE PIPING WITHIN CEILING TO EXISTING WASTE PIPING V y �n /^, \ DROP SERVING SECOND FLOOR RESTROOMS. :iS. yI j Fel 4 FURNISH AND INSTALL NEW LAVATORY. INSTALL NEW I/2"HW AND CW PIPES �- SSS16 j TO SERVE LAV FROM PIPING SERVING EXISTING RESTROOMS. INSTALL NEW i + VENT PIPE AND CONNECT TO EXISTING VENT RISER IN BATHROOMS. WASTE PIPE TO BE ROUTED IN CEILING SPACE OF FLOOR BELOW. 5 INSTALL NEW WATER CLOSET (FURNISHED BY OTHERS). INSTALL NEW 1/2" CW PIPE TO SERVE WC FROM PIPING SERVING EXISTING RESTROOMS. INSTALL NEW VENT PIPE AND CONN ECT TO EXISTING VENT RISER IN BATHROOMS. WASTE PIPE TO BE ROUTED IN CEILING SPACE OF FLOOR BELOW. 6 FURNISH AND INSTALL NEW ELECTRIC WATER COOLER WITH . INSTALL NEW 1/2" CW PIPE TO SERVE EWC FROM EXISTING COLD WATER SERVING ADJACENT RESTROOM. WASTE PIPE TO BE ROUTED IN CEILING SPACE OF FLOOR BELOW. 7 CONNECT NEW I/2"HW,3/4"CW, AND 1-1/2" VENT PIPES TO EXISTING PLUMBING WITHIN CEILING OF THIS AREA. 8 EXISTING WATER LINE WITHIN CASEWORK, STUB UP THROUGH COUNTERTOP CONCEALED BEHING KURIG COFFEE MACHINE AND CONNECT TO MACHINE. 9 NEW 1/2" HWC RISER UP FROM BASEMENTTO SERVE BACKTO BACK LAVATORIES. INSTALL 0.5GPM MANUAL BALANCING VALVE BELOW LAVATORY PER 2/P2.0. 10 NEW 1/2" HWC RISER UP FROM BASEMENTTO SERVE STAND ALONE —LAVATORY PER P1.1. INSTALL 0.5GPM MANUAL BALANCING VALVE BELOW LAVATORY PER 2/P2.0. �\ 11 INSTALL NEW WATER CLOSET(FURNISHED BYOTHERS). CONNECTTO EXISTING CW, WASTE, AND VENT PIPES SERVING DEMOLISHED WATER m �w// CLOSET. I 1 1 1 U' o Z o --- ------ ---; - ai �� I O 0 IT - a - � Q— I Q (6 I I WC -1 g I 11 0 LTJ N 9-1 - - Q T EI f Mir IY--- - -_- _ - - - - J - - - - - - - - - --CB) � J NT 4 5 WC -1, I (D LL SAC 1 O C1LL 6 O 0 rn LL DN o No. Description Date UP = _ -I ----- G 5 ENTH STREET I I I I GOLDEN, DEN, COLOR4D0 80101 I II II III P'. (303) 2180318 I I I I I I E. (303) 278 0521 COPYRIGHT'2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANOENSON MN -AS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS IL — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J Date 03.12.2021 Drawn by ASF Checked by TJR FIRST FLOOR n FIRST FLOOR PLUMBING PLAN PLUMBING PLAN U 3/16" = 1'-0" PObottg o S �¢ CAA P1.1 �A oc ©m Engineering, Inc. 751 PL, RdeeA Sit, 360 G.G', CO. 00403 3039402050 201®A TfA ANDERSON HALLAS ARCHITECTS O PLUMBING KEYNOTES 1 2 3 4 5 6INSTALL 2RHW AND CW PIPEST SERVE SINKNISH AND INSTALL NEW BREAKARS ROM ADJACENTNEW RESTROOM PLUMBING. WASTE PIPE TO BE ROUTED IN CEILING SPACE OF FLOOR BELOW. 2 EXISTING BATHROOM FIXTURES TO REMAIN, WASTE PIPING V. WILL BE NEEDED WITHIN CEILING FOR DROPS FROM :jS.;yl i '1 � � D RESTROOMS ON FIRST FLOOR. ' S7S16 j 3 EXISTING WATER LINE WITHIN CASEWORK, STUB UP i + THROUGH COUNTERTOP CONCEALED BEHING KURIG COFFEE MACHINE AND CONNECT TO MACHIN E. 4 CONNECT NEW 1/2" HW, 1/2" CW, AND 1-1/2" VENT PIPES TO EXISTING PLUMBING WITHIN CEILING OF THIS AREA. I -�- - - - - - - - -- - - �- - - -� W o z Sl 00 1D -, Ov -0 U 0Z O 0 W O CD— IE > rW> J 00 4 LF1 I U. a> O O O 0 LL No. Description Dale 715 FOURTEENTH STREET GOLDEN, COLORADO 80101 P'. (303) 2784378 F.(303)278-0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF. ANOENSON MNAS ARCHRECTS, P.C. -- Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03.12.2021 Drawn by ASF Checked by TJR SECOND FLOOR PLUMBING PLAN pObottgy o n SECO=ND F 1' FLOOR PLUMBING PLAN P1.2 3/16" �A oc EXISTING EXPANSION TANK EXISTING BALL VALVE vv EXISTING PIPING NEW BALL VALVE NEW TH ER SO METER NEW BALL VALVE NEW B4" HASA A NEW BALL VALVE NEW CIRCULATION NEW 1 0 GPM CIRCUIT SETTER — NEW FALL VALVE RECAP E Engineering, Inc. 751 P , Rdg, Ad Sm 360 G.G', CO. 00403 3039402050 201®A TFA ANDERSON HALLAS ARCHITECTS EXISTING HWTO FIXTURES EXISTING BALL VALVE CEILING SYSt6 GENERALNOTE HOT WATER RECIRCULATION SYSTEM BEING ADDED To THIS EXISTING WATER HEATER IN THE BASEMENT. PIPE, VALVE, AND FITTINGS SHOWN IN BOLD ARE NEW. WATER HEATER INSTALLATION DETAIL COUNTERTOP SUPPORT UNDERNEATH COUNTERTOP 12"HWS 1/2 CW THERMOSTATIC MIXING VALVE(ASSE 1070) COUNTERTOP SINK TOTAL PIPE LENGTH DISHWASHER BETWEEN H WC CROSSOVER AND LAVATORY TO BE A GDU MAXIMUM OF 2 DEER PER IECC. 1/2 HWC SUPPLYSTOP 0 5 GPM CIRCUIT SETTER DISHWASHER DRAIN LINE N LAVATORY PIPING DETAIL PN SCALE: NTS CONTINUESTO FIRST FLOOR BREAK SINK PER P1 1 EXISTING WASTEAND VENT STACKS CONTINUETO SECOND FLOOR RESTROOM GROUP T_ D C WG1 Li W �WG1 T -q W a� EXISTING WASTE AND VENT STACKS DROP WITHIN BASEMENT RESTROOMS TWC 1 GENERAL NOTE. EXISTING PLUMBING PIPING WAS NOT ABLE TO BE OBSERVED, CONTRACTOR TO ADJUST ROUTING AS NEEDED TO ACCOMMODATE EXISTING INFRASTRUCTURE. CONTRACTOR TO NOTIFY 360 ENGINEERING IF ANY EXISTING PIPING IS UNDERSIZED PER THIS DIAGRAM. 2"W EWC1 V CONTINUES WITH IN� BASEMENT CEILING SPACE PER P1 0 FLOOR DISHWASHER DRAIN DETAIL SCALL: NIS S CONTINUES WITHIN FIRST FLOOR CEILING SPACE PER P1 1 CON UESWITH IN SECOND FLOOR CEILING SPACE PER P1 2 ST C� y CONTINUES WITHIN FIRST FLOOR CEILING SPACE PER P1 1 U) w `" (� o z 00 C/) O Q O a) 0 ofQ I0Zi Q O W LU Q W VJ a U J JNT °O LL F - LL O O 0 0 LL r 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 2784378 F'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALL45 ARCHRECTS, P.C. FIRST FLOOR RESTROOMS WASTE AND VENT ISOMETRIC N FIRST FLOOR BREAK SINK WASTE AND VENT ISOMETRIC N SECOND FLOOR BREAK SINK WASTE AND VENT ISOMETRIC Project Number 2020680 Issue CONSTRUCTION DOCUMENTS SCALE: NTS P` SCALE NTS P` SCALE NTS Date 03.12.2021 Drawn by ASF Checked by TJR PLUMBING DETAILS AND ISOMETRICS P2.0 DISTRIBUTION AND RACEWAY MDC MAIN DISTRIBUTION CENTER (MDC) G SURFACE MTD PANELBOARD RECESSED PANELBOARD TRANSFORMER CONDUIT CONCEALED IN FLOOR OR UNDERGROUND SYSTEMS FIRE ALARM DFACP CURRENT TRANSFORMER O FAA CIRCUIT BREAKER SWITCH ❑ FUSED SWITCH I� GROUNDING ELECTRODE CONDUCTOR EX METER GFP GROUND FAULT PROTECTION SYSTEMS FIRE ALARM DFACP FIRE ALARM CONTROL PANEL O FAA FI RE ALARM ANNUNCIATO R/GRAPHIC MAP ❑ MANUAL PULLDOWN STATION O ❑ WALL MOUNTED ADA STROBE EX ADA HORN OR SPEAKER WITH STROBE ❑� MINI HORN / STROBE °T THERMAL DETECTOR 0S PHOTOELECTRIC SMOKE DETECTOR nDUCT SURFACE OR PENDANTTRACK LUMINAIRE Dae Dae SMOKE DETECTOR, SUPPLYOR RETURN SYSTEMS TYPICAL 9'-0" CEILING TYPICAL 8'-0" CEILING iTO BOTTOM OF DEVICE (SEE NOTE 4) B LJ T( iP OF CABINET POWER PANEL, FIRE ALARM PANEL, OR MASTER CLOCK CENTER OF CABINET FAA TO CENTER 8.'0.. T( 7'-4" 6-8" 6-0" 5' 4" 5'-0" NOTES: CENTER 0 0 $ O O TO BOTTOM 0 V ;iS $ 1 AC AC AC AC T-13" (SEE NOTE 6) TO CENTER 07 O 1'6" 1. WHERE MULTIPLE LINE VOLTAGE DEVICES ARE SHOWN ADJACENT TO EACH OTHER, THEY ARE ALL TO SHARE THE SAME JUNCTION BOX, UP TO FOUR GANGS. 2. WHERE MORE THAN FOUR DEVICES ARE SHOWN ADJACENT TO EACH OTHER, DEVICES ARE TO STACK VERTICALLY ABOVE ONE ANOTHER IN TWO ROWS IN AS SMALL OF GANG BOXES AS POSSIBLE. I.E. SIX DEVICES WILL USE TWO THREE GANG BOXES, FIVE DEVICES WILL USE ONE THREE GANG AND ONE TWO GANG BOX. WHEN DIMMERS ARE GANGED TOGETHER, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR DE -RATING. 3. SEPARATELY GANGED DEVICES ARE NOT ALLOWED TO BE INSTALLED ADJACENT TO ONE ANOTHER HORIZONTALLY WITHIN THE SAME STUD BAY. 4. AUDIBLE/VISUAL FIRE ALARM DEVICES SHOWN ARE TO BE MOUNTED AT 90" OR 6" BELOW CEILING, WHICHEVER IS LOWER. ADA STROBES TO BE MOUNTED AT 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. 5. MAXIMUM ELEVATION FOR ALL LOAD CENTER CIRCUIT BREAKERS SHALL NOT EXCEED 48" AFF, WITHIN DWELLING UNITS. 6. THE E.C. SHALL REFER TO ARCHITECTURAL ELEVATIONS TO COORDINATE ALL COUNTER HEIGHTS. ALL "AC" DEVICES SHALL HAVE BOTTOM OF BACK -BOX MOUNTED 4" ABOVE THE BACK/SIDE SPLASH. 11 DEVICE MOUNTING HEIGHT v LIGHTING FIXTURES AlLUMINAIRE TYPE, REFERENCING LUMINAIRE SCHEDULE, a TYPICAL ALL FIXTURES. SUBSCRIPT, IF SHOWN, REFERENCES WALL SWITCH OR RELAY/ZONE CONTROL 4 TTB, MDF OR OF SYSTEM BACKBOARD 0 TELECOMMUNICATION OUTLET 0 FLOOR MOUNTED TELECOMMUNICATION OUTLET C� TELEVISION OUTLET TYPICAL 9'-0" CEILING TYPICAL 8'-0" CEILING iTO BOTTOM OF DEVICE (SEE NOTE 4) B LJ T( iP OF CABINET POWER PANEL, FIRE ALARM PANEL, OR MASTER CLOCK CENTER OF CABINET FAA TO CENTER 8.'0.. T( 7'-4" 6-8" 6-0" 5' 4" 5'-0" NOTES: CENTER 0 0 $ O O TO BOTTOM 0 V ;iS $ 1 AC AC AC AC T-13" (SEE NOTE 6) TO CENTER 07 O 1'6" 1. WHERE MULTIPLE LINE VOLTAGE DEVICES ARE SHOWN ADJACENT TO EACH OTHER, THEY ARE ALL TO SHARE THE SAME JUNCTION BOX, UP TO FOUR GANGS. 2. WHERE MORE THAN FOUR DEVICES ARE SHOWN ADJACENT TO EACH OTHER, DEVICES ARE TO STACK VERTICALLY ABOVE ONE ANOTHER IN TWO ROWS IN AS SMALL OF GANG BOXES AS POSSIBLE. I.E. SIX DEVICES WILL USE TWO THREE GANG BOXES, FIVE DEVICES WILL USE ONE THREE GANG AND ONE TWO GANG BOX. WHEN DIMMERS ARE GANGED TOGETHER, REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR DE -RATING. 3. SEPARATELY GANGED DEVICES ARE NOT ALLOWED TO BE INSTALLED ADJACENT TO ONE ANOTHER HORIZONTALLY WITHIN THE SAME STUD BAY. 4. AUDIBLE/VISUAL FIRE ALARM DEVICES SHOWN ARE TO BE MOUNTED AT 90" OR 6" BELOW CEILING, WHICHEVER IS LOWER. ADA STROBES TO BE MOUNTED AT 80" AFF OR 6" BELOW CEILING, WHICHEVER IS LOWER. 5. MAXIMUM ELEVATION FOR ALL LOAD CENTER CIRCUIT BREAKERS SHALL NOT EXCEED 48" AFF, WITHIN DWELLING UNITS. 6. THE E.C. SHALL REFER TO ARCHITECTURAL ELEVATIONS TO COORDINATE ALL COUNTER HEIGHTS. ALL "AC" DEVICES SHALL HAVE BOTTOM OF BACK -BOX MOUNTED 4" ABOVE THE BACK/SIDE SPLASH. 11 DEVICE MOUNTING HEIGHT v LIGHTING FIXTURES AlLUMINAIRE TYPE, REFERENCING LUMINAIRE SCHEDULE, a TYPICAL ALL FIXTURES. SUBSCRIPT, IF SHOWN, REFERENCES WALL SWITCH OR RELAY/ZONE CONTROL 4 WIRING DEVICES Y WALL MOUNTED LUMINAIRE 0 SURFACE OR PENDANT MOUNTED LUMINAIRE C� RECESSED LUMINAIRE O ❑ RECESSED DOWNLIGHT LUMINAIRE ® SURFACE CEILING LUMINAIRE ® PENDANT LUMINAIRE A ARROW INDICATES DIRECTIONAL LUMINAIRE Y MONOPOINT LUMINAIRE 1717 17 SURFACE OR PENDANTTRACK LUMINAIRE Dae Dae REFER TO FIXTURE SCHEDULE FOR HEAD QTY. I SR I LED TAPE LUMINAIRE CIRCUIT BREAKER FESTOON LIGHTING 0 0 0 0 0 RECESSED MULTI -HEAD LUMINAIRE ® FLOOR OR TABLE LAMP ❑J EXIT LUMINAIRE - SHADED INDICATES FACE / DISCONNECT DIRECTIONAL ARROWS AS SHOWN ABBREVIATIONS AND SYMBOLS WIRING DEVICES AMPERE(S) BATTERY PACK EMERGENCY LUMINAIRE 0 MI HATCH INDICATES EMERGENCY LUMINAIRE O PORCELAIN KEYLESS LAMP HOLDER g STEP LIGHT TYPE LUMINAIRE ❑❑ IN -GRADE UPLIGHT ® BOLLARD OR POSTTOP LUMINAIRE 3EE:1 EXTERIOR AREA LIGHT ABBREVIATIONS AND SYMBOLS WIRING DEVICES AMPERE(S) DUPLEX RECEPTACLE ABOVE COUNTER FOUR PLEX RECEPTACLE ABOVE FINISHED FLOOR SINGLE RECEPTACLE ABOVE FINISHED GRADE COMBO RECEPTACLE/SWITCH AUTHORITY HAVING JURISDICTION SWITCHED DUPLEX RECEPTACLE AMPERES INTERRUPTING CAPACITY EMERGENCY POWERED DUPLEX RECEPTACLE AUTOMATIC TRANSFER SWITCH SPECIAL PURPOSE RECEPTACLE BELOW FINISHED FLOOR FLOOR MOUNTED SPECIAL PURPOSE RECEPTACLE ® ® FLOORMOUNTED RECEPTACLE DUPLEX/QUAD Dae Dae CEILING MOUNTED RECEPTACLE DUPLEX/QUAD I SR I SURFACE RACEWAY CIRCUIT BREAKER CLOCK RECEPTACLE U) JUNCTION BOX a WALL MOUNTED _-BOX ❑J FLOOR MOUNTED JUNCTION BOX DISCONNECT MOLDED CASE CIRCUIT BREAKER IN ENCLOSURE D, NON-FUSED DISCONNECT SWITCH ZI FUSED DISCONNECT SWITCH z MAGNETIC CONTROLLER (STARTER) ZL COMBINATION STARTER/DISCONNECT SWITCH HP MOTOR ® RELAY TC TIME CLOCK PC PHOTOCELL $TO THERMAL OVERLOAD SWITCH $ SINGLE POLE SWITCH, LINE VOLTAGE $3 3 -WAY SWITCH, LINE VOLTAGE $4 4 -WAY SWITCH, LINE VOLTAGE $K KEY OPERATED SWITCH $D DIMMER SWITCH, LINE VOLTAGE DOOR RECESSED DOOR SWITCH OX LIGHTING CONTROL DEVICE, REFER TO DETAILS FOR GROUND FAULT PROTECTION CONTROL INTENT ABBREVIATIONS AND SYMBOLS A AMPERE(S) AC ABOVE COUNTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHJ AUTHORITY HAVING JURISDICTION AIC AMPERES INTERRUPTING CAPACITY ATS AUTOMATIC TRANSFER SWITCH BFF BELOW FINISHED FLOOR BOF BOTTOMOF FIXTURE C CONDUIT CATV CABLE TELEVISION CB CIRCUIT BREAKER COG CEILING CT CURRENT TRANSFORMER DED DEDICATED CIRCUIT DISC DISCONNECT DW DISHWASHER DWG (S) DRAWING(S) (E) EXISTING TO REMAIN EC ELECTRICAL CONTRACTOR EF EXHAUST FAN (ER) EXISTING TO BE RELOCATED EM EMERGENCY EPO EMERGENCY POWER OFF EWC ELECTRIC WATER COOLER F FUSE FLA FULL LOAD AMPS FS SPRINKLER FLOW SWITCH G GROUND GC GENERAL CONTRACTOR GD GARBAGE DISPOSAL GFI GROUND FAULT CIRCUIT INTERRUPTER GFP GROUND FAULT PROTECTION HP HORSEPOWER OF INTERMEDIATE DISTRIBUTION FACILITY IG ISOLATED GROUND ISO SHORT CIRCUIT CURRENT KVA KILOVOLT AMPERE(S) KW KILOWATT(S) LTG LIGHTING MCA MINIMUM CIRCUIT AMPERE(S) MOB MAIN CIRCUIT BREAKER MDP MAIN DISTRIBUTION CENTER MDF MAIN DISTRIBUTION FACILITY MLO MAIN LUGS ONLY MTS MANUAL TRANSFER SWITCH MW MICROWAVE NO NORMALLY CLOSED NL NIGHT LIGHT - SEE GENERAL NOTES NO NORMALLYOPEN OAE OR APPROVED EQUAL OFH OVERALL FIXTURE HEIGHT OH OVERHEAD P POLE PART PARTIAL CIRCUIT PH PHASE PNL PANEL RCPT RECEPTACLE PER REFRIGERATOR RFD RECESSED FIXTURE DEPTH (R) EXISTING TO BE REMOVED (RL) RELOCATED LOCATION SPD SURGE PROTECTION DEVICE TS SPRINKLERTAMPER SWITCH UC UNDER COUNTER/CABINET UG UNDERGROUND UON UNLESS OTHERWISE NOTED V VOLT(S) W WATT(S)OR WIRE WFD WALL FIXTURE DEPTH WG WIRE GUARD WP WEATHERPROOF XFMR TRANSFORMER OPOOL EQUIPMENT SCHEDULE NOTATION OKITCHEN EQUIPMENT SCHEDULE NOTATION OMECHANICAL x EQUIPMENT SCHEDULE NOTATION ODETAIL NOTE x DELTA REVISION NOTE SATIN FINISH. ELECTRICAL WIRE SIZE T1 LIGHTING CONTROLS SEQUENCE OF OPERATION COVERSHEET NOTES W 1 THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIAL NECESSARY FORA COMPLETE AND FUNCTIONING ELECTRICAL SYSTEM. 2 MATERIALS AND INSTALLATION SHALL COMPLY WITH CODES, LAWS AND ORDINANCES OF FEDERAL, STATE AND LOCAL GOVERNING BODIES HAVING JURISDICTION. 3 MATERIALS AND EQUIPMENT SHALL BE LISTED AND/OR LABELED BY U. L., ETL, CSA OR ANOTHER RECOGNIZED TESTING LAB. 4 ALL WORK REQUIRED FOR THE INSTALLATION AS SHOWN ON DRAWINGS INCLUDING LABOR, EQUIPMENT AND MATERIALS SHALL BE IN STRICT COMPLIANCE LL WITH THE BUILDING STANDARDS, EXCEPT AS NOTED OTHERWISE. 5 THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, GOVERNMENTAL FEES, TAXES AND LICENSES NECESSARY FOR THE PROPER EXECUTION AND O 0 COMPLETION OF THE ELECTRICAL WORK. 6 THE CONTRACTOR SHALL PREPARE AND SUBMIT TO GOVERNMENTAL AGENCIES AND UTILITY COMPANIES SHOP DRAWINGS, WHICH ARE REQUIRED BY r THESE AGENCIES, FOR THEIR APPROVAL. 7 THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES OR REGULATIONS OF AUTHORITIES HAVING JURISDICTION. 8 FOR ALL JOBS THAT INCLUDE DEMOLITION WORK BY THE ELECTRICAL CONTRACTOR, DURING AND AFTER DEMOLITION, EC SHALL MAINTAIN CIRCUIT CONTINUITY TO ALL EXISTING DEVICES THAT ARE TO REMAIN. EC SHALL REMOVE, RELOCATE, AND/OR REWORK ANY CONDUIT AND WIRING TO FACILITATE THE NEW CONSTRUCTION SCOPE OF WORK. FOR ALL LUMINAIRES THAT ARE EXISTING TO REMAIN OR EXISTING TO BE RELOCATED, EC SHALL CLEAN LENSES AND REPLACE ALL EXTINGUISHED LAMPS, UON. 9 THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, AND THOROUGHLY BECOME FAMILIAR WITH THE BUILDING STANDARDS AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. 10 ALL MATERIALS, AND EQUIPMENT SHALL BE ERECTED, INSTALLED, CONNECTED, CLEANED, ADJUSTED, TESTED, CONDITIONED, AND PLACED IN SERVICE IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. 11 ALL CUTTING, DRILLING AND PATCHING OF MASONRY, STEEL OR IRONWORK BELONGING TO THE BUILDING MUST BE DONE BY THIS CONTRACTOR IN ORDER THAT HIS WORK MAYBE PROPERLY INSTALLED, BUT UNDER NO CONDITIONS MAY STRUCTURAL WORK BE CUT, EXCEPT AT THE DIRECTION OF THE ARCHITECT -DESIGNER OR THEIR REPRESENTATIVE. 12 E.C. IS TO REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ALL FIRE RATED PENETRATION INSTALLATION REQUIREMENTS. E.C. IS TO NOTIFY ENGINEER AND ARCHITECT PRIOR TO INSTALLING ANY FIXTURES WITHIN AFIRE RATED CEILING OR WALL. FIRE RATING MUST BE MAINTAINED FOR THIS TYPE OF INSTALLATION WITH DRYWALL TENTING. 13 SHOP DRAWINGS SHALL INCLUDE MANUFACTURER'S NAMES, CATALOG NUMBERS, CUTS, DIAGRAMS AND OTHER SUCH DESCRIPTIVE DATA AS MAY BE REQUIRED TO IDENTIFY AND REVIEWTHE EQUIPMENT. SUBMITTALS SHALL BE IN LOGICAL GROUPS, FOR EXAMPLE, ALL LIGHTING FIXTURES, PARTIAL SUBMITTALS WILL NOT BE REVIEWED. 14 SUBMIT (3) COPIES OF THE FOLLOWING SHOP DRAWINGS FOR REVIEW. A. PANELBOARDS B. LIGHT FIXTURES C. LIGHTING CONTROLS D. PROVIDE "AS -BUILT' DRAWINGS AND SUBMIT TO ARCHITECT/DESIGNER. 15 PROVIDE THE FOLLOWING INFORMATION, PER IECC 2018 C408.2.5.2 TO THE PART( RESPONSIBLE FOR PROJECT COMMISSIONING PLAN (COMMISSIONING AGENT/ MECHANICAL ENGINEER) AND ELECTRICAL ENGINEER. A. CUTSHEETS FORALL INSTALLED LIGHTING AND LIGHTING CONTROLS. B. OPERATION AND MAINTENANCE MANUALS FOR EACH PIECE OF INSTALLED LIGHTING, REQUIRED ROUTINE MAINTENANCE ACTIONS, CLEANING AND RECOMMENDED RELAMPING SHALL BE CLEARLY IDENTIFIED. C. SCHEDULE FOR INSPECTING AND RECALIBRATING ALL LIGHTING CONTROLS. INSPECTION OFALL LIGHTING CONTROLS SHALL BE PERFORMED PRIORTO ELECTRICAL ENGINEER'S COMMISSIONING SITE VISIT. RECALIBRATION OF LIGHTING CONTROLS SHALL BE PERFORMED FOLLOWING SITE VISITAND SHALL BE BASED UPON THE RECOMMENDATIONS OFTHE ELECTRICAL ENGINEER. 16 ALL MATERIAL, EQUIPMENT, WIRING DEVICES, ETC. SHALL BE NEW, UNLESS SPECIFICALLY INDICATED AS EXISTING TO BE REUSED. 17 ALL NEW CIRCUIT BREAKERS FOR NEW OR EXISTING PANELBOARDS SHALL MATCH EXISTING BUILDING PAN ELBOARD MANUFACTURER AND BREAKERTYPE. THE CONTRACTOR SHALL PROVIDE NEW TYPE WRITTEN PANEL DIRECTORIES FOR ALL NEW PANELS AND EXISTING PANELS WHICH HAVE CHANGED. PANELBOARD SHALL BE MARKED WHERE THE SOURCE OF POWER SUPPLY ORIGINATES, AND IF SERIES COMBINATION SYSTEMS ARE UTILIZED AND THEIR LISTED AMPERE RATING. 18 DO NOT SHARE NEUTRAL CONDUCTORS FOR MULTIWIRE BRANCH CIRCUITS. WHERE SHARED NEUTRAL CONDUCTORS ARE REQUIRED (SUCH AS POWERED FURNITURE SYSTEMS), HANDLE TIES SHALL BE PROVIDED ON THE CIRCUIT BREAKERS, WITH SHARED NEUTRALS, SUCH THAT IT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS. ALL HANDLE TIES ARE REQUIRED TO BE INDICATED ON THE PANELBOARD SHOP DRAWINGS. 19 SHOULD ACTUAL FIELD CONDITIONS REQUIRE INDICATED CIRCUIT DESIGNATIONS TO VARY, INDICATE THE CIRCUIT NUMBER USED ON THE "AS -BUILT' DRAWINGS. 20 PROVIDE COMPLETE METAL RACEWAY SYSTEMS AND ENCLOSURES FOR ALL WIRING THROUGHOUT THE EXTENT OF THE REQUIRED DISTRIBUTION SYSTEM. C. UTILIZE ELECTRICAL METALLIC TUBING (EMT), MINIMUM SIZE OF 3/4', IN THE FOLLOWING LOCATIONS: -FEEDERS - POWER CIRCUIT HOMERUN - BRANCH CIRCUITS IN CONCEALED OR EXPOSED LOCATIONS - TELEPHONE/DATA/CATV ROUGH -IN C. UTILIZE METAL -CLAD CABLE (MC) IN THE FOLLOWING LOCATIONS: - BRANCH CIRCUIT IN CONCEALED LOCATIONS - FINAL CONNECTION TO RECESSED LIGHTING FIXTURES 21 ALL NEWCIRCUITS SHALL HAVE A GROUNDWIRE INSTALLED. 22 ALL WIRING NOT INSTALLED IN CONDUITAND INSTALLED IN THE CEILING SPACE SHALL BE PLENUM RATED. 23 ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SPECIAL OUTLET BOXES THAT MAY BE REQUIRED TO ENCLOSE RECEPTACLES. 24 EACH SWITCH, LIGHT, RECEPTACLE AND OTHER MISCELLANEOUS DEVICE SHALL BE PROVIDED WITH AGALVANIZED OR PRESSED STEEL OUTLET BOX OF THE KNOCKOUT TYPE, OF NOT LESS THAN NO. 14 U.S. GAUGE STEEL. CONDUITS SHALL BE FASTENED WITH LOCKNUTS AND BUSHINGS AND ALL UNUSED KNOCKOUTS MUST BE LEFT SEALED. THERE MUST BE SUFFICIENT ROOM FOR WIRES AND BUSHINGS AND DEEP BOXES SHALL BE INSTALLED WHERE REQUIRED. BOXES SHALL BE SECURELY AND ADEQUATELY SUPPORTED. 25 IN EXPOSED AND SUSPENDED CEILING APPLICATIONS, ROUTE CONDUIT AS CLOSE TO STRUCTURAL SLAB OR DECK AS POSSIBLE, AND SUPPORT CONDUIT AND JUNCTION BOXES DIRECTLY FROM THE STRUCTURAL SLAB, DECK, OR FRAMING PROVIDED FOR THAT PURPOSE. LIGHTING BRANCH CIRCUIT CONDUITS SHALL NOT BE CLIPPED TO THE CEILING SYSTEM HAS BEEN SPECIFICALLY DESIGNED FOR THAT PURPOSE. 26 ALL EXPOSED CONDUIT SHALL BE CONCEALED TO THE GREATEST EXTENT POSSIBLE, AND SHALL BE INSTALLED PARALLEL AND CLOSE TO STRUCTURAL MEMBERS. GENERAL CONTRACTOR SHALL PAINT CONDUIT TO MATCH ADJACENT FINISHES. 27 WHERE FLOOR FITTINGS REQUIRE PENETRATION OF THE FLOOR SLAB, THEY SHALL BE STANDARD DEVICE LISTED BY UL FOR THE PURPOSE AND HAVE A UL FIRE RATING EQUAL TO THE FLOOR RATING. FLOOR SERVICE BOXES SHALL BE MODULAR, ADJUSTABLE FLUSH TYPE, DUAL SERVICE UNITS SUITABLE FOR WIRING METHOD USED. COMPARTMENT BARRIERS SHALL SEPARATE POWER FROM LOW VOLTAGE CABLING. PROVIDE RECTANGULAR SERVICE PLATE WITH SATIN FINISH. 28 ALL RECEPTACLES SHALL BE SPECIFICATION GRADE NEMA 5-20R, UNLESS OTHERWISE NOTED. 29 ALL LIGHT SWITCHES SHALL BE SPECIFICATION GRADE, QUIET OPERATION RATED 120/277 VOLT, 20 AMPS, UNLESS OTHERWISE NOTED. 30 ALL FACE PLATE AND DEVICE COLORS SHALL BE APPROVED BY ARCHITECT OR OWNER. 31 PROVIDE LUMINAIRES SHOWN AS SHADED WITH EMERGENCY BATTERY BACKUP POWER. EMERGENCY LUMINAIRES SHALL SENSE UNSWITCHED POWER TO THE SPACE AND OPERATE AUTOMATICALLY UPON LOSS OF NORMAL POWER. ALL SHADED LUMINAIRES WITH LED SOURCES SHALL BE PROVIDED WITH 90 MINUTES OF BATTERY BACKUP POWER. AL EMERGENCY LUMINAIRES SHALL HAVE INTEGRAL OR REMOTE TEST SWITCHES AS INDICATED IN THE FIXTURE SCHEDULE AND VISIBLE INDICATING LIGHTS. CONNECT THE EMERGENCY BATTERY BALLAST/DRIVER TO THE UN -SWITCHED LEG OF THE LIGHTING CIRCUIT INDICATED. 32 ALL BATTERY BACKUP EMERGENCY LIGHTING AND EXIT LIGHTS SHALL BE WIRED AHEAD OF ANY LOCAL SWITCHING, UON. 33 UNLESS OTHERWISE NOTED, LUMINAIRES DESIGNATED AS NIGHT LIGHT (NL) SHALL BE CONNECTED AHEAD OF LOCAL SWITCHING AND REMAIN ON 24 HOURS A DAY. 34 ALL DIMMED LIGHTING CIRCUITS ARE TO RECEIVE DEDICATED NEUTRALS. DO NOT SHARE NEUTRALS ON DIMMED LIGHTING CIRCUITS. 35 PROVIDE OWNER WITH A COMPLETE LISTING OF ALL LAMPS UTILIZED ON THE PROJECT INCLUDING MANUFACTURER AND CATALOG INFORMATION. PROVIDE A SUGGESTED SOURCE, INCLUDING CONTACT NAME AND PHONE NUMBER, FOR REORDERING. 36 THE CONTRACTOR SHALL VERIFY THE CEILING TYPE BEFORE ORDERING LIGHTING. 37 ROUGH -IN FOR MECHANICAL EQUIPMENT SHALL ONLY OCCUR AFTER MECHANICAL EQUIPMENT SUBMITTALS ARE THOROUGHLY REVIEWED FOR CHANGES. NOTIFY ENGINEER OF ANY DISCREPANCIES. 38 EC SHALL COORDINATE ELECTRIC WATER COOLER RECEPTACLE PLACEMENT SUCH THAT THE RECEPTACLE IS ACCESSIBLE WITHIN THE WATER COOLER SHROUD, YET CONCEALED BY THE SHROUD PER NEC 422.33(A). PROVIDE 5mA GFCI CIRCUIT BREAKER IN ELECTRICAL PANEL PER NEC SECTION 422. 39 THE POWER AND CONTROL REQUIREMENTS FOR ALL EQUIPMENT CONNECTIONS SHALL BE CONFIRMED WITH APPROVED SHOP DRAWINGS PRIOR TO ELECTRICAL ROUGH -IN. FINAL POWER REQUIREMENTS, DIMENSIONED ROUGH -IN LOCATIONS, LOW VOLTAGE SYSTEM CONNECTIONS, ETC. SHALL BE CONFIRMED AND MODIFIED AS REQUIRED. 40 ALL DEVICES IN OR ABOVE COUNTERS SHALL HAVE LOCATIONS AND MOUNTING HEIGHTS CONFIRMED WITH ARCHITECTURAL ELEVATIONS Et OWNER PRIOR TO ROUGH -IN. ANY ADJUSTMENTS TO MOUNTING HEIGHTS REQUIRED BY LACK OF COORDINATION WILL BEAT THE CONTRACTOR'S EXPENSE. 41 ALL EXISTING ELECTRICAL SERVICES NOT SPECIFICALLY INDICATED TO BE REMOVED OR ALTERED SHALL REMAIN AS THEY PRESENTLY EXIST. 42 G.C. SHALL INCLUDE IN HIS COST THE REMOVAL OF ALL EXISTING ELECTRICAL DEVICES, CONDUITS, FIXTURES AND EQUIPMENT. TURN EQUIPMENT OVER TO OWNER AS INDICATED OR RECYCLE/DISCARD ALL EQUIPMENT AS REQUIRED. 43 WHERE EXISTING CEILINGS ARE REVISED FROM ACCESSIBLE TO NON -ACCESSIBLE, CONTRACTOR IS TO INCLUDE IN HIS BID THE COSTS ASSOCIATED WITH RELOCATING ALL ELECTRICAL EQUIPMENT REQUIRING ACCESS ABOVE THE EXISTING CEILING TO A NEWACCESSIBLE CEILING LOCATION APPROVED BY ARCHITECT AND ENGINEER. THE USE OF ACCESS PANELS IN THE NEWCEILING TO AVOID RELOCATION OF THIS EQUIPMENT IS NOT ACCEPTABLE. 44 CONTRACTOR TO CONDUCT FUNCTIONAL TESTING OF LIGHTING CONTROLS EQUIPMENT AS REQUIRED BY IECC 2018, SECTION C408.3. AFTER THIS TESTING IS OBSERVED AND COMPLETED, THE REGISTERED DESIGN PROFESSIONAL OR COMMISSIONING AUTHORITY SHALL PROVIDE DOCUMENTATION TO THE AHJ THAT CERTIFIES THAT THE INSTALLATION MEETS THE DOCUMENTED PERFORMANCE CRITERIA OF SECTION C405. 45 IDENTIFY EACH RECEPTACLE WITH PANELBOARD IDENTIFICATION AND CIRCUIT NUMBER. USE HOT, STAMPED, OR ENGRAVED MACHINE PRINTING WITH BLACK -FILLED LETTERING ON FACE OF PLATE, AND DURABLE WIRE MARKERS OR TAGS INSIDE OUTLET BOXES. 46 UNLESS OTHERWISE NOTED, ALL GFCI RECEPTACLES SHALL HAVE TEST/RESET SWITCHES INTEGRAL TO RECEPTACLE DEVICE. 47 1 BUILDING STANDARD INDICATE RECEPTACLES IN LANDSCAPE ORIENTATION, DATA IN PORTRAIT ORIENTATION. spoeov.ys�, ■ AE DESIGN Integrated Lighting and Electrical Solutions 1900 z ezee Sttreet#205 1 Denver, OF 8 020 2 1om 130 3. s81 .3034 35717 03-12-2021 ANDERSON HALLAS ARCHITECTS W W L U J JNT 00 to LL LL O � O 0 0 LL r 715 FOURTEENTH STREET GOLDEN, COLORADO 80401 P'. (303) 27843]8 F'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is PCOURTED WITHOUT THE WRITTEN CONSENT OF ANDERSON H4LL45 ARCHRECTS. P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03 122021 Drawn by MLT, SYR Checked by BJJ ELECTRICAL COVER SHEET E0.0 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT C)LLJNT 1 EC SHALL REMOVE ALL DEVICES IN KITCHEN AREA AND MAINTAIN EXISTING CIRCUITRY FOR REUSE/EXTENSION IN NEW WORK. 2 ALL OTHER LIGHTING NOT SHOWN IN THIS ROOM IS NOT IN SCOPE AND IS EXISTING TO REMAIN. ALL OTHER LIGHTING IN THIS ROOM SHALL BE UNDER THE SCOPE OF THE XCEL ENERGY LIGHTING REBATE PROGRAM. 3 REMOVE CONNECTIONS TO EXISTING EXHAUST FAN AND MAINTAIN EXISTING CIRCUITRY FOR RECONNECTION TO NEW EXHAUST FAN IN NEW WORK. 21 BASEMENT ELECTRICAL LIGHTING DEMO PLAN E0.1 1 1/8" = V-0" UG C UG us ELECTRICAL DEMOLITION REQUIREMENTS A. THE BASIS OF THESE DRAWINGS WERE SITE OBSERVATIONS, ORIGINAL BUILDING DRAWINGS AND VARIOUS OTHER C)LLJNT SOURCES. EVERY ATTEMPT HAS BEEN MADE TO DOCUMENT THE ACTUAL CONDITIONS. HOWERVER, THE 00 CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, THE BUILDING'S EXISTING Checker CONDITION AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE TEH CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. B. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER OF ANY MATERIALS OR o APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES OR REGULATIONS OF AURTHORITES HAVING JURISDICTION. C. WHERE NOT REUSED OR RELOCATED, THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS COST THE REMOVAL LL OF ALL EXISTING ELECTRICAL DEVICES, CONDUITS, FIXTURES AND EQUIPMENT. DISCARD ALL EQUIPMENTAS REQUIRED, UNLESS NOTED OTHERWISE. D. EXISTING DEVICES NOTED AS EXISITING (E) OR INDICATED ON PLANS SHALL REMAIN, AS THEY PRESENTLY EXIST. FOR DEMOLISHED DEVICES IN WALLS WHICH ARE TO REMAIN, THE ELECTRICAL CONTRACTOR SHALL INSTALL A BLANK FACE PLATE ON THE BACKBOX. FOR DEMOLISHED DEVICES INSTALLED IN THE FLOOR, THE ELECTRICAL CONTRACTOR SHALL CUT THE FLOOR BOX FLUSH WITH THE FLOORAND FILL WITH CONCRETE; COORDINATE WITH THE GENERAL CONTRACTOR. E. THE DEMOLITION OF SOME DEVICE MAY INTERRUPT POWER TO DEVICES DOWNSTREAM. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REWORKING THESE CIRCUITS TO MAINTAIN POWER TO DOWNSTREAM DEVICES WHICH SHALL REMAIN. F. ALL UNERERGIZED/DEMOLISHED CIRCUITRY SHALL HAVE THE CONDUCTORS REMOVED FROMTHE CONDUIT AND THE CONDUIT SHALL BE MARKED'EMPTY WITH INDELIBLE MARKER. 0 11 BASEMENT ELECTRICAL POWER DEMO PLAN E0.1 1 1/8" = V-0" poeov y� v �W e. e`'/ung DN\y\oc i i AE DESIGN 0 E Integrated Lighting and Electrical Solutions 1902 Wazee Street #205 1 Denver, OF 80202 1303.296.3034 aedesign-ii-I Project#:5124.00 xt " 35-1 t7 0312-2021 ANDERSON HALLAS /_\ MGM 9tl:08IM U) ry m W V (7 O Z O ao jO QO 0 Q 0 Z Q O W = LU > � Q W C/) Date C)LLJNT J 00 Checked by Checker LL o 0 o 0 LL 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 2784378 F'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PCOURTED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALL45 ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03 122021 Drawn by Author Checked by Checker BASEMENT ELECTRICAL DEMO PLANS E0.1 ORE iikoo 1 �' 35717 ' 0312-2021 ..?' . ANDERSON HALLAS ARCHITECTS 1 2 3 4 5 6 O. 1 2 3 4 5 6 U) wCo Co TO 0 � � 0 o I O �—Oc � v Q 0 ai Rol/ ;w/mAm rel IEI PI I o a IEI IEI Q(E) 2 \VI \VI IEI J Er ca (R) O S Z (R)RECEPTION 3 EF ES E 1 O 13 IPIy 1IS 4e ( ) E) III qp 4�^ (R) (R) ❑ OMEN �R) (R) ( 1 eR I'AC FrI IPI LU N _ IPL i R) ❑ ° (R 'V` \��// PI e. PI P� 1 I Q Ewc =Tf00 1RR IPI N R) �(R) (R) 3 EF eEl "I �L w +�+ �Tr R) NT (R) –�" \ –� IEI o(R) o (R)I _ Y// lU 1 U. LOBBY OFFICE LL O 30 O NT (OPEN TO ABOVE) N� 1� � �.� LL IEI IEI IEI IEI IEI — — � � /•{ � No. Description Dale ENTRY - (F) A I ENTRY 132 \4R)-, �� 132 � 0 0 El 0 21 FIRST FLOOR ELECTRICAL LIGHTING DEMO PLAN 1 FIRST FLOOR ELECTRICAL POWER DEMO PLAN TLDEN, OLORTDO804 GOLDEN, COLETH ST ING 01 E0.2 1/8"=:1'-0" E0.2 1 /8" = 1' 0" P (303) 2784378 F'. (303) 278 0521 COPYRIGHT'2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIEITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHRECTS, P.C. Project Number 2020680 Noeov.y�ao re d Issue CONSTRUCTION DOCUMENTS � Date 03 122021 Drawn by Author eG�X01/ng DN`y\oe Checked by Checker FIRST FLOOR ELECTRICAL DEMO AE DESIGN � PLANS Integrated Lighting and Electrical Solutions 1902 Wazee Street #205 1 Denver, W 80202 1 303.296.3034 aede,ign-MI-I Project#:5124.00 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 NOT ALL EXISTING DEVICES IN THIS ROOM WERE ABLE TO BE RECORDED. EC TO VERIFY EXISTING DEVICES INDICATED ARE ACCURATE AND DEMO DEVICES ON WALL TO BE REMOVED. 2 REMOVE DEVICE AND MAINTAIN EXISTING CIRCUITRY FOR REUSE/EXTENSION IN NEW WORK. 3 REMOVE CONNECTIONS TO EXISTING EXHAUST FAN AND MAINTAIN EXISTING CIRCUITRY FOR RECONNECTION TO NEW EXHAUST FAN IN NEW WORK. 4 FIXTURE SHALL BE REMOVED AS APART OF XCEL ENERGY LIGHTING REBATE PROGRAM. FIXTURE IS SHOWN FOR REFERENCE ONLY. ELECTRICAL DEMOLITION REQUIREMENTS A. THE BASIS OF THESE DRAWINGS WERE SITE OBSERVATIONS, ORIGINAL BUILDING DRAWINGS AND VARIOUS OTHER SOURCES. EVERY ATTEMPT HAS BEEN MADE TO DOCUMENT THE ACTUAL CONDITIONS. HOWERVER, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, THE BUILDING'S EXISTING CONDITION AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE TEH CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. B. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES OR REGULATIONS OF AURTHO RITES HAVING JURISDICTION. C. WHERE NOT REUSED OR RELOCATED, THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS COST THE REMOVAL OF ALL EXISTING ELECTRICAL DEVICES, CONDUITS, FIXTURES AND EQUIPMENT. DISCARD ALL EQUIPMENT AS REQUIRED, UNLESS NOTED OTHERWISE. D. EXISTING DEVICES NOTED AS EXISITING (E) OR INDICATED ON PLANS SHALL REMAIN, AS THEY PRESENTLY EXIST. FOR DEMOLISHED DEVICES IN WALLS WHICH ARE TO REMAIN, THE ELECTRICAL CONTRACTOR SHALL INSTALL A BLANK FACE PLATE ON THE BACKBOX. FOR DEMOLISHED DEVICES INSTALLED IN THE FLOOR, THE ELECTRICAL CONTRACTOR SHALL CUT THE FLOOR BOX FLUSH WITH THE FLOOR AND FILL WITH CONCRETE; COORDINATE WITH THE GENERAL CONTRACTOR. E. THE DEMALITION OF SOME DEVICE MAY INTERRUPT POWER TO DEVICES DOWNSTREAM. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REWORKING THESE CIRCUITS TO MAINTAIN POWER TO DOWNSTREAM DEVICES WHICH SHALL REMAIN. F. ALL UNERERGIZED/DEMALISHED CIRCUITRY SHALL HAVE THE CONDUCTORS BEHAVED FROM THE CONDUIT AND THE CONDUIT SHALL BE MARKED'EMPTY WITH INDELIBLE MARKER. no RE 900 .. P o. U 35717 0312-2021 •..?' . ANDERSON HALLAS ARCHITECTS 1 2 3 4 5 6 IEI — — —I IPI a In IP PI Iw P �J OFFI E OFFICE IEI OFF I E IEI OF ICE 202 204 20 IEI 2 4 IEI "T IEI OPEN OFFICE � IEI IEI 231 IEI IEI IEI .EI 84" Co 1 IPI 84"� Co P / n � 1 2 3 4 5 6 IPI KIK l IB IB ILI IN IPI IN OPEN OF CE q q � 7 O� � IPI 230 IPI IPI OFFICE L IEI IEI A \ qRl PI PI PI 2 IEI 01 0 - Q PI aI— w — SEI 0 ai P P� IN p OFFI E RI IPI r/ 200 � /�, Q i PI Z IEI IE PI it< i J r IEI (E) Q O CO FERENCE �S /� 1 0IK V EF Z K�IKSO GI 1 LU N K IK IEI > ,. ,��� IEI B - K- - B (n \ R U J NT 1 (R) ILL �� p OFFICE FFICE P R O p R) ( ) (R) C 226 Cr' -�� IPI 224 LL C tr ICE IRR 0/0 SO IEI 2 IRI IPI IEI IKNo. Description Date 7 IEI 1 IK IRI E IEI -�Qi 1 (R) (R) (R) 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 27843]8 21 SECOND FLOOR ELECTRICAL LIGHTING DEMO PLAN 11 SECOND FLOOR ELECTRICAL POWER DEMO PLAN F'(303)2780521 E0.3 1/8" = 1'-0" E03 1/8" = 1'-0" COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is PPC WHITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS eppeott2lxp Date 03 122021 m, Drawn by Author Checked by Checker A�.�n9 DN`g\oc SECOND FLOOR ELECTRICAL DEMO AE DESIGN SLE PLANS Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 1 Denver, W 80202 1303.296.3034 aedesigmini Project#:5124.00 KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 REMOVE DEVICE AND MAINTAIN EXISTING CIRCUITRY FOR REUSE/EXTENSION IN NEW WORK. 2 REMOVE CONNECTIONS TO EXISTING EXHAUST FAN AND MAINTAIN EXISTING CIRCUITRY FOR RECONNECTION TO NEW EXHAUST FAN IN NEW WORK. 3 FIXTURE SHALL BE REMOVED AS A PART OF XCEL ENERGY LIGHTING REBATE PROGRAM. FIXTURE IS SHOWN FOR REFERENCE ONLY. ELECTRICAL DEMOLITION REQUIREMENTS A. THE BASIS OF THESE DRAWINGS WERE SITE OBSERVATIONS, ORIGINAL BUILDING DRAWINGS AND VARIOUS OTHER SOURCES. EVERY ATTEMPT HAS BEEN MADE TO DOCUMENT THE ACTUAL CONDITIONS. HOWERVER, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE CONTRACT DOCUMENTS, VISIT THE SITE, THE BUILDING'S EXISTING CONDITION AND LOCAL CONDITIONS RELATING TO THE WORK. FAILURE TO DO SO WILL NOT RELIEVE TEH CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT. B. THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER/OWNER OF ANY MATERIALS OR APPARATUS BELIEVED TO BE INADEQUATE, UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, RULES OR REGULATIONS OF AURTHORITES HAVING JURISDICTION. C. WHERE NOT REUSED OR RELOCATED, THE ELECTRICAL CONTRACTOR SHALL INCLUDE IN HIS COST THE REMOVAL OF ALL EXISTING ELECTRICAL DEVICES, CONDUITS, FIXTURES AND EQUIPMENT. DISCARD ALL EQUIPMENT AS REQUIRED, UNLESS NOTED OTHERWISE. D. EXISTING DEVICES NOTED AS IXISITING (E) OR INDICATED ON PLANS SHALL REMAIN, AS THEY PRESENTLY EXIST. FOR DEMOLISHED DEVICES IN WALLS WHICH ARE TO REMAIN, THE ELECTRICAL CONTRACTOR SHALL INSTALL A BLANK FACEPLATE ON THE BACKBOX. FOR DEMOLISHED DEVICES INSTALLED IN THE FLOOR, THE ELECTRICAL CONTRACTOR SHALL CUT THE FLOOR BOX FLUSH WITH THE FLOOR AND FILL WITH CONCRETE; COORDINATE WITH THE GENERAL CONTRACTOR. E. THE DEMOLITION OF SOME DEVICE MAY INTERRUPT POWER TO DEVICES DOWNSTREAM. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR REWORKING THESE CIRCUITS TO MAINTAIN POWER TO DOWNSTREAM DEVICES WHICH SHALL REMAIN. F. ALL UNERERG IZED /DEMALISHED CIRCUITRY SHALL HAVE THE CONDUCTORS REMOVED FROM THE CONDUIT AND THE CONDUIT SHALL BE MARKED 'EMPTY' WITH INDELIBLE MARKER. o. ' viOP J s' 0o 35!17 E� 0&12-2021 ., ANDERSON HALLAS ARCHITECTS 1 2 3 4 5 6 ELEC 3 —(E) ANEL 'B' 009 f ) ANEL'SCP' KfTCHEN E PANEL 'BA 002 2 1 / GF w RC DR -a 4G )F1 DED 6F D GH C7 (1.�/ 0 REF 1 — v 00 ICE 4 � Z � jO Q � O -0 FT, �f (6 Qz a> 5 EF / O B G\1 WLU LUL LL Q 5 E W � L B-1 00 J °O U J � LL I- L L °o O No. Description Date 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 21 BASEMENT ELECTRICAL POWER PLAN P(303)278A318 F'. (303) 278 0521 E1.0 1 /8" = 1'-0" COPYRIGHT ORI 021 ANY HEFTED WITHOUT USE H OF THESE DOCUMENTS MENTs Is Ap PC NDERSON IALLAS THE WRITTEN CONSENT OF NNOENSON H4LL45 NNCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS e Pbboit�� _f Date 03 122021 m, I Drawn by Author �`'/ung DNty\oc ; Checked by Checker BASEMENT ELECTRICAL AE DESIGN LE POWER PLANS Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 1 Denver, OF 80202 1303.296.3034 aedesign-MI-I Project#:5124.00 POWER GENERAL NOTES A. COORDINATE ALL ABOVE COUNTER DEVICES, APPLIANCES, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. B. ANY /ALL DEVICES IN SCOPE OF WA RK THAT ARE SURFACE HAUNTED, INCLUDING LOW CIRCUIT DEVICE TO DEDICATED CIRCUIT MAINTAINED DURING DEMOLITION. VOLTAGE DEVICES, SHALL BE REVISED TO RECESSED TYPE WITH RECESSED CONDUIT TO CIRCUIT DEVICE TO NON DEDICATED CIRCUIT MAINTAINED DURING DEMOLITION. ABOVE ACCESSIBLE CEILING. C COORDINATE ALL ACCESS CONTROL REQUIREMENTS WITH SECURITY CONSULTANT AS CIRCUIT NEW EXHAUST FAN TO EXISTING CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CIRCUIT AS NECESSARY. NECESSARY. D. COORDINATE ALL LOW VOLTAGE REQUIREMENTS WITH IT/ LOW VOLTAGE CONSULTANT AS NECESSARY. E. UNLESS OTHERWISE INDICATED, CONNECT NEW DEVICES TO EXISTING NEARBY CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CONDUIT AND CIRCUITS AS NECESSARY. CONTRACTOR TO VERIFY ANY CIRCUITS MODIFIED ENTIRELY OR IN PART SHALL NOT EXCEED 1920VA, AND SHALL NOT EXCEED (8) RECEPTACLES MAXIMUM PER CIRCUIT. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 CIRCUIT DEVICE TO SAME DEDICATED APPLIANCE CIRCUIT MAINTAINED DURING DEMOLITION. 2 CIRCUIT DEVICE TO DEDICATED CIRCUIT MAINTAINED DURING DEMOLITION. 3 CIRCUIT DEVICE TO NON DEDICATED CIRCUIT MAINTAINED DURING DEMOLITION. 4 CIRCUIT DEVICE TO SAME DEDICATED APPLIANCE CIRCUIT MAINTAINED DURING DEMOLITION AND VERIFY/PROVIDE GFI BREAKER. 5 CIRCUIT NEW EXHAUST FAN TO EXISTING CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CIRCUIT AS NECESSARY. o. ' �O0 35117 E � 0312-2021 fJ ANDERSON HALLAS ARCHITECTS 1 2 3 4 5 6 FIRST FLOOR 1..� UC REE 3 ANEL 'A' ;(E) PANEL' 1ST FLOOR' 1••� m A-12 MO HEA 14 R'S ROO /� O woF� 03 IIA o ooR — _ V 00 24 R MW LL11I - 0 A-15 1 I R 4 3 U IEI INTERVIEW __— E z� a� A -y of I1 RE COFFEE V �,7 ` GFI EF HAND b 1-, A-zi (E) �n �� A� Az 0 Z HtllJD DRVER LL9 A° IEIAC UC REF GFI nc� INTERVIEW M w rn N , A-9 As Ask--- 125 F _ I eR 1 1-3 A -9-- N AC 2 w�/�/ EF 135 GFI LL b 1-2 J 3 19 RRE, '^ HAND DRYER 2 IEI J 00 134 EWC 3 All NT A T FOR TO LL O 3 O � 5 A U � RLI IEI IEI No. Description Date ANODOOR MOTOR '132 II 3 kn k10 A-io II �. I 0 0 21 FIRST FLOOR ELECTRICAL POWER PLAN 715 FOURTEENTH STREET E1.1 1/8"=:1'-0" oonEEN, conoEzano 80401 P'. (303) 27843]8 R'. (303) 278 0521 OFPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHINT ED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHRECTS, P.C. Project Number 2020680 tyeanq Issue CONSTRUCTION DOCUMENTS Date 03 122021 Drawn by MLT, SYR A ' Checked by BJJ G,X�n9 ONty\� FIRST FLOOR ELECTRICAL AE DESIGN LE POWER PLAN Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 1 Denver, CO 80202 1303.296.3034 aedeigr4nc.com PmJect#:5124.00 POWER GENERAL NOTES A. COORDINATE ALL ABOVE COUNTER DEVICES, APPLIANCES, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. B. ANY/ALL DEVICES IN SCOPE OF WORK THAT ARE SURFACE HAUNTED, INCLUDING LOW EXTEND CIRCUIT TO NEW LOCATION AS NECESSARY. VOLTAGE DEVICES, SHALL BE REVISED TO RECESSED TYPE WITH RECESSED CONDUIT TO CIRCUIT TO DEMOLISHED RECEPTACLE CIRCUITRY MAINTAINED DURING DEMOLITION. ABOVE ACCESSIBLE CEILING. C. COORDINATE ALL ACCESS CONTROL REQUIREMENTS WITH SECURITY CONSULTANT AS PROVIDE RECESSED, WALL HAUNTED JUNCTION BOX AT+42"AFF, ADJACENT TO NECESSARY. D. COORDINATE ALL LOW VOLTAGE REQUIREMENTS WITH IT/LOW VOLTAGE CONSULTANT TO ADA OPERATOR. COORDINATE EXACT LOCATION, CONNECTION REQUIREMENTS, AS NECESSARY. E. UNLESS OTHERWISE INDICATED, CONNECT NEW DEVICES TO EXISTING NEARBY CONSULTANT AND DOOR HARDWARE. VERIFY MOUNTING HEIGHT WITH ARCHITECT CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CONDUIT AND CIRCUITS AS PRIOR TO ROUGH -IN. NECESSARY. CONTRACTOR TO VERIFY ANY CIRCUITS MODIFIED ENTIRELY OR IN PART COORDINATE EXACT LOCATION OF DATA IN ADMIN WITH OWNER IT/LOW VOLTAGE SHALL NOT EXCEED 1920VA, AND SHALL NOT EXCEED (8) RECEPTACLES MAXIMUM PER CONSULTANT. CIRCUIT. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 CIRCUIT TO DEMOLISHED RECEPTACLE CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CIRCUIT TO NEW LOCATION AS NECESSARY. 2 CIRCUIT TO DEMOLISHED RECEPTACLE CIRCUITRY MAINTAINED DURING DEMOLITION. VERIFY/PROVIDE GFI BREAKER. 3 PROVIDE RECESSED, WALL HAUNTED JUNCTION BOX AT+42"AFF, ADJACENT TO DOOR SECURITY, AND 3/4"C TO STUB OUT ABOVE ACCESSIBLE CEILING FOR ACCESS TO ADA OPERATOR. COORDINATE EXACT LOCATION, CONNECTION REQUIREMENTS, AND CONDUIT ROUTING REQUIREMENTS WITH SECURITY/LOW VOLTAGE CONSULTANT AND DOOR HARDWARE. VERIFY MOUNTING HEIGHT WITH ARCHITECT PRIOR TO ROUGH -IN. 4 COORDINATE EXACT LOCATION OF DATA IN ADMIN WITH OWNER IT/LOW VOLTAGE CONSULTANT. 5 RELOCATED SECURITY KEYPAD. COORDINATE EXACT REQUIREMENTS WITH SECURITY/LOW VOLTAGE CONSULTANT PRIOR TO ROUGH -IN. b CIRCUIT NEW EXHAUST FAN TO EXISTING CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CIRCUIT AS NECESSARY. o. ' �O0 35117 E � 0312-2021 fJ ANDERSON HALLAS ARCHITECTS 1 2 3 4 5 6 IEI IEI d(E) IEI IEI IEI IEI AEI IEI �,4 EQ OF OFEICE 3 IEI 20 IEI 2 4 3 EI OFFICE OFFIC� 2 IEI IEI 3 3 OPEN OFFICE 202 IEI 231 IB IEI :EI 84 ' ^ IEI IEI IEI IEI IEI EI 3 OFFICE Co IEI IEI E IEI 216 A 1 — - E— — — — IEI—(€)- PANEL '2NDF — IEI — C Z 0000 'Q(E) ro no I I GD A-0 GFI 24" A2 O IIIE MW AC 200 RE IEI 3 DED CO 5 RE -O COFFEE AC IEI GFI CONFERENCE JC REF of I I A -T 5 5 240 IEI Air UC REF 2 ICE /�/�//�� Y IEI AC V /i 2 GR (ll 0 Z 6 EF C 5 97 +241 L 1 IEI Mw 0 5 (D IEI AD W > oFFEE 5 Ac Q GR 5 6 EF W (n +� 2-2L4 J 00 PANEL 'A' J tin NT N ERIC LL F 3 0226E 224 LL NTO T 3 3 3 3 r IEI L IEI 3 No. Description Date 21 SECOND FLOOR ELECTRICAL POWER PLAN 715 EO1TRTEENTH STREET E1.2 1/8" = 1'-0" GOLDEN, COLORAEO) 86401 P'. (303) 27843]8 R'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHINT ED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHRECTS, P.C. Project Number 2020880 9�apgeoV0.r°Oc Issue CONSTRUCTION DOCUMENTS Date 03 122021 !/moi Drawn by MLT, SYR e`�X�D9 DN\y\oe Checked by BJJ SECOND FLOOR ELECTRICAL AE DESIGN LE POWER PLANS Integrated Lighting and Electrical Solutions 1902 Wazee Street #205 1 Denver, W 80202 1303.296.3034 aede ign-inc.com PmJect#:5124.00 POWER GENERAL NOTES A. COORDINATE ALL ABOVE COUNTER DEVICES, APPLIANCES, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGH -IN. B. ANY/ALL DEVICES IN SCOPE OF WORK THAT ARE SURFACE HAUNTED, INCLUDING LOW APPROVED EQUAL. RECESSED POKE-THRU SHALL BE 50/50 SPLIT WITH (2) DUPLEX VOLTAGE DEVICES, SHALL BE REVISED TO RECESSED TYPE WITH RECESSED CONDUIT TO RECEPTACLES AND LOW VOLTAGE PROVISIONS. POKE THRU SHALL BE THE TYPE ABOVE ACCESSIBLE CEILING. C COORDINATE ALL ACCESS CONTROL REQUIREMENTS WITH SECURITY CONSULTANT AS SHALL PROVIDE 3/4"C FOR POWER AND 1-1 /4"C WITH PULLSTRING AND BUSHING NECESSARY. D. COORDINATE ALL LOW VOLTAGE REQUIREMENTS WITH IT/LOW VOLTAGE CONSULTANT INDICATED. COORDINATE LOW VOLTAGE REQUIREMENTS WITH OWNER IT/LOW AS NECESSARY. E. UNLESS OTHERWISE INDICATED, CONNECT NEW DEVICES TO EXISTING NEARBY RECEPTACLES PROVIDED IN THIS ROOM IS PER NEC 210.71. CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CONDUIT AND CIRCUITS AS CIRCUIT TO DEMOLISHED RECEPTACLE CIRCUITRY MAINTAINED DURING DEMOLITION. NECESSARY. CONTRACTOR TO VERIFY ANY CIRCUITS MODIFIED ENTIRELY OR IN PART EXTEND CIRCUIT TO NEW LOCATION AS NECESSARY. SHALL NOT EXCEED 1920VA, AND SHALL NOT EXCEED (8) RECEPTACLES MAXIMUM PER SYSTEMS FURNITURE POWER AND DATA JUNCTION BOX. SYSTEM POWER SHALL BE CIRCUIT. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 PROVIDE 6" RECESSED POKE -THROUGH, HUBBELL SYSTEM ONE RECESSED, OR APPROVED EQUAL. RECESSED POKE-THRU SHALL BE 50/50 SPLIT WITH (2) DUPLEX RECEPTACLES AND LOW VOLTAGE PROVISIONS. POKE THRU SHALL BE THE TYPE THAT IS FLUSH WITH FLOOR WHEN COVER IS CLOSED WITH CORD PLUGGED IN. EC SHALL PROVIDE 3/4"C FOR POWER AND 1-1 /4"C WITH PULLSTRING AND BUSHING FOR LOW VOLTAGE SYSTEMS. CONDUIT SHALL BE ROUTED UNDERFLOOR AS INDICATED. COORDINATE LOW VOLTAGE REQUIREMENTS WITH OWNER IT/LOW VOLTAGE CONSULTANT. 2 RECEPTACLES PROVIDED IN THIS ROOM IS PER NEC 210.71. 3 CIRCUIT TO DEMOLISHED RECEPTACLE CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CIRCUIT TO NEW LOCATION AS NECESSARY. 4 SYSTEMS FURNITURE POWER AND DATA JUNCTION BOX. SYSTEM POWER SHALL BE CIRCUITED TO THE (2) CIRCUITS INDICATED. COORDINATE EXACT LOCATION AND REQUIREMENTS W1TH FURNITURE VENDOR PRIOR TO INSTALLATION. PROVIDE 1-1 /4"C FROM DOUBLE GANG JUNCTION BOX FOR DATA CABLING TO ACCESSIBLE CEILING. 5 CIRCUIT TO DEMOLISHED RECEPTACLE CIRCUITRY MAINTAINED DURING DEMOLITION. VERIFY/PROVIDE GFI BREAKER. 6 CIRCUIT NEW EXHAUST FAN TO EXISTING CIRCUITRY MAINTAINED DURING DEMOLITION. EXTEND CIRCUIT AS NECESSARY. no RE ' R00 .. P o. s .�o ,' 35717 0&12-2021 ,• 1. ANDERSON HALLAS 3 4 5 6 fff 2 2 I Co KCo CHE W r n O Z 00 jO Ex J ca Z Q O W (Da> W > � Q W J 00 LL � LL 0 Oo LL No. Description Date rt 715 FOURTEENTH STREET GOLDEN, COLORADO 8IN01 P'. (303) 2784378 F'. (303) 278 0521 21 BASEMENT ELECTRICAL LIGHTING PLAN COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is E2.0 1/8" = V-0" PROHIBITED WITHOUT THE WRITTEN CONSENT OF. ANDERSON H4LL45 ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS s Npeorcgsao � Date 03 122021 Drawn by MLT, SYR Checked by BJJ ��iXC/ng O�yoc BASEMENT ELECTRICAL AE DESIGN LIGHTING PLANS Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 1 Denver, OF 80202 1 303.296.3034 aedesign4nc.com Project#:5124.00 1 2 LIGHTING GENERAL NOTES A. ALL FIXTURES WITH HATCHING AND/OR DESIGNATED AS 'EM' SHALL BE PROVIDED WITH INTEGRAL BATTERY BACKUP. BATTERY SHALL ENGAGE ONLY AFTER COMPLETE LOSS OF ALL OTHER LIGHTING NOT SHOWN IN THIS ROOM IS NOT IN SCOPE AND IS EXISTING TO REMAIN. ALL OTHER LIGHTING IN THIS ROOM SHALL BE UNDER THE SCOPE OF THE XCEL ENERGY LIGHTING REBATE PROGRAM. POWER TO THE CIRCUIT. B. CIRCUIT ALL EMERGENCY LIGHTING UNITS AND EXIT SIGNS TO NEAREST LINE VOLTAGE CIRCUIT, AHEAD OF ALL SWITCH LEGS. C. EC SHALL REUSE EXISTING CIRCUITS FOR LIGHTING FROM DEMOLISHED FIXTURES IN THE SAME AREA. D. ALL LIGHTING IN HATCHED REGION IS NOT IN SCOPE. THIS AREA SHALL FALL UNDER THE XCEL ENERGY LIGHTING REBATE PROGRAM SCOPE. KEYNOTE LEGEND ARCHITECTS KEY VALUE KEYNOTE TEXT 1 ALL OTHER LIGHTING NOT SHOWN IN THIS ROOM IS NOT IN SCOPE AND IS EXISTING TO REMAIN. ALL OTHER LIGHTING IN THIS ROOM SHALL BE UNDER THE SCOPE OF THE XCEL ENERGY LIGHTING REBATE PROGRAM. 2 EC SHALL TIE NEW FIXTURE INTO EXISTING CONTROLS. 0o RE ' 35717 i 0&12-2021 .''f� ANDERSON ARCHITECTS 1 2 3 4 5 6 70 w (D m O RECEPTION Z 00 131 D4 D _ /� 3 a VD1 V J O IS 2 ^ U M D9 EM DW1 /� J 136' Ej Cil A� 0 WOMEII D4 O D4 oD 04--OS 1 - °OS1 '.135 RV 1 — 1 0 t D2 D4 J 1 oD1 D4 � - � ++ SW1 W1 - I z Z RRoD1 X0,1 OD D4 '04 D ' O 134 S 1 .051 /I� N 01) Q1' D1 E N��/ > LL Q LOBBY TT VJ i RE' Fl -30-100 (OPEN TO AeovE V w J NT a -- _ 0oIIS II _ RDW1 ,^ 1— LL 0 S1 ENT O � 32 STAIR DIE, A O L 21 FIRST FLOOR ELECTRICAL LIGHTING PLAN No. Description Dale 0 0 E2.1 1/8" = 1'-0" 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 27843]8 R'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHINT ED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS e Nbboitgsf Date 03 122021 I Drawn by MLT, SYR Checked by BJJ �`'/ung DNty\oc ; FIRST FLOOR ELECTRICAL AE DESIGN LIGHTING PLANS Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 1 Denver, W 80202 1 303.296.3034 aede,ign4nc.com Project#:5124.00 LIGHTING GENERAL NOTES Ir A. ALL FIXTURES WITH HATCHING AND/OR DESIGNATED AS'EM' SHALL BE PROVIDED WITH INTEGRAL BATTERY BACKUP. BATTERY SHALL ENGAGE ONLY AFTER COMPLETE LOSS OF SWITCH SHALL CONTROL FIXTURES ON THE SECOND FLOOR AS DESIGNATED BY POWER TO THE CIRCUIT. B. CI RCUIT ALL EMERGENCY LIGHTING UNITS AND EXIT SIGNS TO NEAREST LINE VOLTAGE THIS SWITCH. CIRCUIT, AHEAD OF ALL SWITCH LEGS. C. EC SHALL REUSE EXISTING CIRCUITS FOR LIGHTING FROM DEMOLISHED FIXTURES IN THE ENERGY LIGHTING REBATE PROGRAM SCOPE OF WORK. EC SHALL COORDINATE SAME AREA. D. ALL LIGHTING IN HATCHED REGION IS NOT IN SCOPE. THIS AREA SHALL FALL UNDER THE PROPOSED LIGHTING CONTROL LOCATION AND CONTROL INTENT. LIGHTING CONTROL XCEL ENERGY LIGHTING REBATE PROGRAM SCOPE. KEYNOTE LEGEND HALLAS KEY VALUE KEYNOTE TEXT 1 SWITCH SHALL CONTROL FIXTURES ON THE SECOND FLOOR AS DESIGNATED BY CONTROL ZONES. REFER TO SECOND FLOOR PLAN FOR FIXTURES CONTROLLED BY THIS SWITCH. 2 PROPOSED APPROXIMATE LIGHTING LOCATIONS. LIGHT FIXTURES AREA PART OF XCEL ENERGY LIGHTING REBATE PROGRAM SCOPE OF WORK. EC SHALL COORDINATE LAYOUT WITH XCEL ENERGY AND MECHANICAL LAYOUT. 3 PROPOSED LIGHTING CONTROL LOCATION AND CONTROL INTENT. LIGHTING CONTROL IS A PART OF XCEL ENERGY REBATE PROGRAM SCOPE OF WORK. EC SHALL COORDINATE LAYOUT, DEVICE, AND CONTROL FUNCTIONALITY WITH XCEL ENERGY. no RE ' ROG .. P o. U ,�' 35717 oa,z-zoz, 1u- Gf ANDERSON HALLAS ARCHITECTS 1 2 3 4 5 6 1717171 Co Co DZ w fll Z 00 2 � O v zo ai Q o z 0 DAYLIGHT ZONE-. > W (D 0 0136 D4 Z o 1 1 I D4 D4 D4 LJJ C 1 R C � Q (OPEN TO BELO V) R051 LLJ L q0 Y D00 4 � - U 1 P1 01 i LL Oq 0 D4 9^� 0 0' 0 LL No. Description Date 21 SECOND FLOOR ELECTRICAL LIGHTING PLAN E2.2 1 /8" = 1'-0" 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 27843]8 F'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS IS PROHIEILER WITHOUT THE WRITTEN CONSENT OF ANDERSON H4LL45 ARCHRECTS, P.C. Project Number 2021111 e pbOorc.ysao Issue CONSTRUCTION DOCUMENTS x0 d ° Date 03 122021 °u Drawn by Author Checked by Checker SECOND FLOOR ELECTRICAL LIGHTING PLANS AE DESIGN Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 1 Denver, W 80202 1303.296.3034 aede ign-inc.com Project#:5124.00 LIGHTING GENERAL NOTES A. ALL FIXTURES WITH HATCHING AND/OR DESIGNATED AS'EM' SHALL BE PROVIDED WITH INTEGRAL BATTERY BACKUP. BATTERY SHALL ENGAGE ONLY AFTER COMPLETE LOSS OF ALL FIXTURES IN THIS SPACE SHALL BE CONTROLLED BY SWITCH ON FIRST FLOOR. POWER TO THE CIRCUIT. B. CI RCUIT ALL EMERGENCY LIGHTING UNITS AND EXIT SIGNS TO NEAREST LINE VOLTAGE PROPOSED APPROXIMATE LIGHTING LOCATIONS. LIGHT FIXTURES AREA PART OF XCEL CIRCUIT, AHEAD OF ALL SWITCH LEGS. C. EC SHALL REUSE EXISTING CIRCUITS FOR LIGHTING FROMDEMOLISHED FIXTURES IN THE LAYOUT WITH XCEL ENERGY AND MECHANICAL LAYOUT. SAME AREA. D. ALL LIGHTING IN HATCHED REGION IS NOT IN SCOPE. THIS AREA SHALL FALL UNDER THE IS A PART OF XCEL ENERGY REBATE PROGRAM SCOPE OF WORK. EC SHALL XCEL ENERGY LIGHTING REBATE PROGRAM SCOPE. KEYNOTE LEGEND KEY VALUE KEYNOTE TEXT 1 ALL FIXTURES IN THIS SPACE SHALL BE CONTROLLED BY SWITCH ON FIRST FLOOR. REFER TO FIRST FLOOR PLAN FOR SWITCH LOCATION. 2 PROPOSED APPROXIMATE LIGHTING LOCATIONS. LIGHT FIXTURES AREA PART OF XCEL ENERGY LIGHTING REBATE PROGRAM SCOPE OF WORK. EC SHALL COORDINATE LAYOUT WITH XCEL ENERGY AND MECHANICAL LAYOUT. 3 PROPOSED LIGHTING CONTROL LOCATION AND CONTROL INTENT. LIGHTING CONTROL IS A PART OF XCEL ENERGY REBATE PROGRAM SCOPE OF WORK. EC SHALL COORDINATE LAYOUT, DEVICE, AND CONTROL FUNCTIONALITY WITH XCEL ENERGY. FAULT CURRENT CALCULATION SCHEDULE POINT LOCATION DESCRIPTION LENGTH (L) (fl) VOLTAGE (EL -L) VOLTAGE (EL -N) PHASE WIRE SIZE CONDUCTOR MATERIAL CONDUCTOR TYPE CONDUIT MATERIAL VOLTAGE CLASS C VALUE #OF PARALLEL RUNS Isc AVAILABLE UPSTREAM Isc AT EQU IP (13ph) OR (IL -L) LET THRU INS POINT FO UTILITY XFMR 4#1 1#6G 1-1/2"C E IEI IEI (E) TEL �� SENRITV 4#1/0 1#6G 2"C GROUNDND BAD R 4 4#350 3"Cl IEI IEI PRINCIP L GROUND P( INT BASEMENT 13,000 RIP ELECTRICAL ROOM FO F1 CT/METER 8 208 120 3 500 COPPER THREE SINGLE CONDUCTORS NONMAGNETIC 600V 26706 2 13,000 12,793 11 4#500 3-1/2"Cl F1 F2 20OA3P DISC 4 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 1 12,793 12,382 4#4 1#10G 1-1/4"C F2 F3 BA 13 208 120 3 1X COPPER THREE SINGLE CONDUCTORS STEEL 600V 8924 1 12,382 10,765 125NG F3 F4 20OA3P DISC 4 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 1 12,793 12,382 25OG 3#250 1#4G 2-1/2"C F4 F5 B 10 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 1 12,382 11,462 ---- F5 F6 20OA3P DISC 4 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 1 12,793 12,382 ---- F6 F7 1ST FLOOR 70 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 1 12,382 7,927 G10 F7 F8 2ND FLOOR 15 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 1 7,927 7,360 F8 F9 40OA3P DISC 4 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 2 12,793 12,584 F9 F10 SCP 12 208 120 3 3X COPPER THREE SINGLE CONDUCTORS STEEL 600V 12843 2 12,584 11,997 Flo F11 1ST FLOORA 2 208 120 3 6 COPPER THREE SINGLE CONDUCTORS STEEL 600V 2425 1 7,927 7,518 F11 F12 2ND FLOOR 2 208 120 3 6 COPPER THREE SINGLE CONDUCTORS STEEL 600V 2425 1 7,360 7,006 F12 F13 F13 OTES: 1.ALL CALCULATIONS WERE DONE USING BUSSMAN'POINT-TO-POINT'METHOD. 2. REFER TO PLANS FOR ASSUMED UTILITY TRANSFORMER SIZE UTILIZED FOR CALCULATIONS. 3. TRANSFORMER IMPEDANCES USED IN THE CALCULATIONS WERE TAKEN FROM EATON'S PUBLISHED IMPEDANCES FOR DOE 2016 DRV -TYPE TRANSFORMERS. 4. CONDUCTOR LENGTHS INDICATED IN THIS SCHEDULEARE FOR THE PUROPOSES OF FAULT CURRENT CALCULATIONS ONLY. THESE LENGTHS ASSUME WORST CASE SHORTEST DISTANCE CONDITIONSAND SHOULD NOT BE UTILIZED BY THE ELECTRICAL CONTRACTOR FOR BIDDING PURPOSES. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ESTIMATING AND MEASURING ACTUAL FIELD CONDITION LENGTHSAS PART OF THE BID PROCESS. GENERAL NOTES 1. PROVIDE EMT FOR ALL CABLING ROUTED THROUGH AREAS WITH EXPOSED STRUCTURAL CEILINGS AND THROUGH INACCESSIBLE CEILINGS, COORDINATE CONDUIT SIZE REQUIREMENTS WITH CABLE INSTALLER. 2. ALL EXPOSED CONDUIT SHALL BE CONCEALED TO THE GREATEST EXTENT POSSIBLE, AND SHALL BE INSTALLED PARALLEL AND CLOSE TO STRUCTURAL MEMBERS, PAINT CONDUIT TO MATCH ADJACENT FINISHES. 3. PROVIDE PULLCORD FOR ALL CONDUIT INSTALLED FOR CABLE. 4. PROVIDE PULLBOXES AS REQUIRED BY ABLE INSTALLER FOR RUNS EXCEEDING MAXIMUM PULL DISTANCE, AS IDENTIFIED BY CABLE INSTALLER. 5. FOR ALL FREELY RUN ARMORED METALLIC FIBER OPTIC CABLING, CONTRACTOR SHALL GROUND CABLING ARMOR TO THE NEAREST PBB OR SBB. 6. PROVIDE SLEEVES AND CONDUIT BETWEEN FLOORS FOR ROUTING OF CABLE. COORDINATE CONDUIT SIZE WITH CABLE INSTALLER. COORDINATE LOCATION OF RACEWAY WITH ARCHITECT AND CABLE INSTALLER. 7. ALL CONDUIT AND CABLING IN CRAWL SPACE IS TO BE SUPPORTED BY AND TIGHT TO STRUCTURE ABOVE WHERE CONDUIT TRANSITIONS FROM BEING SUPPORTED BY STRUCTURE INTO SOIL. ADD LOOP AND/OR FLEXIBLE CONDUIT FOR ANTICIPATED SOIL MOVEMENT. 8. NOTE THAT ALL UNDERGROUND CONDUIT BENDS ARE TO BE GALVANIZED RIGID CONDUIT. UNDERGROUND CONDUIT EXTENDING ABOVE SLAB IS ALSO TO BE GALVANIZED RIGID CONDUIT. REFER TO SPECIFICATIONS FOR FULL CONDUIT REQUIREMENTS. KEYNOTE LEGEND KEY KEYNOTE TEXT VALUE KEY/ AMPS 1. NEW TYPICAL WORK AREA COMMUNICATIONS OUTLET FOR STRUCTURED CABLE TERMINATIONS. BACK TO'MTTBITT' PROVIDE 2" DEEP, 2 -GANG BOX WITH 1 -GANG PLASTER RING. PROVIDE 1"CONDUIT TO ACCESSIBLE 1ST AND 2ND CEILING AND BUSH END. RECEPTACLE FACEPLATE, JACK, CABLING, AND TERMINATIONS BY OTHERS. FLOOR COORDINATE ALL WORK WITH OWNER'S IT/LOW VOLTAGE CONSULTANT. 2I EXISTING LOW VOLTAGE RISER DIAGRAM E6.0 I NTS FEEDER SCHEDULE O FEEDER CONDUIT AND CONDUCTORS KEY/ AMPS IEI LOW VOLTAGE PATHWAYS SERVICE ENTRANCE FEEDERS BACK TO'MTTBITT' FEEDERS NOTE 1 1ST AND 2ND 2 4#3/0 2"C FLOOR 4#10 1#8G 3/4"C LL LL 24#350 3"Cl 50S 4#6 1#8G 1-1/4"C IEI 2 4#500 3-1/2"C E'MTTBEACPIEI 4#1 1#6G 1-1/2"C E IEI IEI (E) TEL �� SENRITV 4#1/0 1#6G 2"C GROUNDND BAD R 4 4#350 3"Cl IEI IEI PRINCIP L GROUND P( INT BASEMENT 2 4#3/0 1#2G 2"C RIP ELECTRICAL ROOM 6 4#400 3-1/2"Cl 500S 2I EXISTING LOW VOLTAGE RISER DIAGRAM E6.0 I NTS FEEDER SCHEDULE KEY/ AMPS FEEDER CONDUIT AND CONDUCTORS KEY/ AMPS FEECONDUIT ADERND CONDUCTORS SERVICE ENTRANCE FEEDERS SDS XFMR FEEDERS NOTE 1 40ON 2 4#3/0 2"C 30S 4#10 1#8G 3/4"C SOON 24#350 3"Cl 50S 4#6 1#8G 1-1/4"C 80ON 2 4#500 3-1/2"C 1005 4#1 1#6G 1-1/2"C 1000N 3 4#400 3-1 /2"Cl 150S 4#1/0 1#6G 2"C 120ON 4 4#350 3"Cl 250S 4#250 1#2G 3"C 160ON 5 4#400 3-1/2"Cl 400S 2 4#3/0 1#2G 2"C 2000N 6 4#400 3-1/2"Cl 500S 2 4#250 1#1/OG 3"C 250ON 7 4#500 3-1/2"Cl 800S 2 4#500 1#2/OG 3-1/2"C 3000N 8 4#500 3-1/2"C 10005 3 4#400 1#4 OG, 3-1/2"C 350ON 10 4#500 3-1/2"Cl 1600S 5 4#400 1#350G 3-1/2"C 4000N 11 4#500 3-1/2"Cl 2500S 7 4#500 1#500G 3-1/2"C E UIPMENT FEEDERS 20NG 1 4#12 #12G 3/4"C 20G 3#12 #12G 3/4"C 30NG 1 4#10 1#10G 3/4"C 3OG 3#10 1#10G 3/4"C 40NG 1 4#8 1#10G 1"C 4OG 3#8 1#10G 1"C SONG 4#6 1#10G 1-1/4"C 50G 3#6 1#10G 1"C SONG 4#4 1#10G 1-1/4"C 60G 3#4 1#10G 1"C 70NG 4#4 1#8G 1-1/4"C 70G 3#4 1#8G 1-1/4"C 8ONG 4#3 1#8G 1-1/4"C 8OG 3#3 1#8G 1-1/4"C SONG 4#2 1#8G 1-1/2"C 9OG 3#2 1#8G 1-1/4"C 10ONG 4#1 1#8G 1-1/2"C 10OG 3#1 1#8G 1-1/2"C 11ONG 4#1 1#6G 2"C 11OG 3#1 1#6G 1-1/2"C 125NG 4#1/0 1#6G 2"C 125G 3#1/0 1#6G 1-1/2"C 150NG 4#1/0 1#6G 2"C 150G 3#1/0 1#6G 1-1/2"C 175NG 4#2/0 1#6G 2"C 175G 3#2/0 1#6G 2"C 20ONG 4#3/0 1#6G 2-1/2"C 20OG 3#3/0 1#6G 2"C 225NG 4#4/0 1#4G 2-1/2"C 225G 3#4/0 1#4G 2"C 250NG 4#250 1#4G 3"C 25OG 3#250 1#4G 2-1/2"C 30ONG 4#350 1#4G 3"C 30OG 3#350 1lt4G 2-1/2"C 35ONG 4#500 1#3G 3-1/2"C 35OG 3#500 1#3G 3"C 40ONG 2 4#3/0 1#3G 2-1/2"Cl 40OG 2 3#3/0 1#3G 2"C 450NG 2 4#4/0 1#2G 2-1/2"Cl 450G 2 3#4/0 1#2G 2"C 50ONG 24#250 1#2G 3"Cl 50OG 23#250 1#2G 2-1/2"C 60ONG 24#350 1#1G 3"Cl 60OG 23#350 1#1G 2-1/2"C 70ONG 24#500 1#1/OG 3-1/2"Cl 70OG 23#500 1#1/OG 3"C 80ONG 24#500 1#1/OG 3-1/2"Cl 80OG 23#500 1#1/OG 3"C 1000NG 3 4#400 1#2/OG 3-1/2"Cl 1000G 3 3#400 1#2/OG 3"C 120ONG 44#350 1#3/OG 3"Cl 120OG 43#350 1#3/OG 3"C 160ONG 5 4#400 1#4/OG 3-1/2"Cl 160OG 5 3#400 1#4/OG 3"C 2000NG 6 4#400 1#250G 3-1/2"Cl 2000G 6 3#400 1#250G 3"C GROUNDING CONDUCTORS ABBREVIATIONS G8 1#8 3/4" C MECH SEE MECH SCHEDULE G6 1#6 3/4" C XFMR SEE XFMR SCHEDULE G4 1#4 3/4" C G2 1#2 3/4" C G10 1-1/0 3/4"C G20 1-2/0 3/4" C G30 1-3/0 3/4" C NOTES: 1. FEEDER FOR SECONDARYOF SEPARATELY DERIVED SYSTEM (SDS). GROUND SIZE PER NEC 250.66. 2. ALL CONDUCTORS ARE SINGLE CONDUCTOR COPPERTHWN UNLESS NOTED OTHERWISE. AMPACITY BASED ON NEC TABLE 310.16. 3. ALL CONDUITS ARE EMT UNLESS NOTED OTHERWISE, FILL RATIOS BASED ON NEC ANNEX C TABLE C1. E) /n (N) PANEL J PANEL D FLOOR' '2ND PANEL 70NG FLOOR o PANEL A' F8 (E) /n (E) C)LLJNT J °0 (N) (E) PANEL PANEL LL o PANEL o 0 PANEL 'BA' LL B. tF 1ST FLOOR 'SCP' 70NG A' F3 F5 F10 (E) (E) (E) (E) 200AJ3P 200A/3P 200AJ3P 400A/3P 125A FUSE 200A FUSE 200A FUSE 400A FUSE (E) CT/METER F2 NENIA3R F4 NENIA3R F6 NENIA3R F9 NEMA3R 800 AMPS, 120/208V, 3PH, 4 -WIRE, 65,000 AIC, NEMA 3R (E) 75KVAPADMOUN TE (E) (E) (E) (E) USE IL ITV TRAN S FO RMER -- M 120/208V, 3PH, 4W T (E) 800A 120R08V, 3PH,4-WIRE N BUSSED GUTTER, 65,000 AIC, G NENIA3R (E) TO UTILITY PEDESTAL FO F1 s Npeol gsao BR a (E) 800N su II �(E)GROUNDING ELECTRODE (E) PRMARVBV SYSTEM UTILITY COMPANY e°�7oyng D1J\yac 11 ELECTRICAL ONE -LINE DIAGRAM E6.0 I NONE i AE DESIGN Integrated Lighting and Electrical Sol lonn mS..00 o..t Tns nom. TO e 35117 0312-2021 ANDERSON HALLAS F-1111C0111IiI12:1111111111&1 W /n C)LLJNT J °0 LL o o 0 0 LL r 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 27843]8 F'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HAN-AS ARCHITECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03 122021 Drawn by MLT, SYR Checked by BJJ ELECTRICAL ONE LINE DIAGRAM E6.0 ORE Ui 35-07 � 03-12-2021 • 1 4 ANDERSON HALLAS ARCHITECTS vM/ w V C) O Z 00 O jO QO 0 LOAD JUSTIFICATION: PANEL'B' LOAD JUSTIFICATION: PANELIST FLOOR' LOAD JUSTIFICATION: PANEL'2ND FLOOR' 1211 2773PT4W 1201 2C83PH,4W 1211 2183PT4W �y NEC DEMAND NEC DEMAND NEC DEMAND I`/1 (U LOAD REMOVED: FACTOR LOAD REMOVED: FACTOR GOAD REMOVED: FACTOR CU RECEPTACLES.(5) 0900KVA X 1.50 = 090DKVA RECEPTACLES P) 1.620KVA X 1.50 = 1621KVA RECEPTACLES.(35) 576DKVA X 100 = 5760KVA 0 Z LIGHTING. 0128KVA X 1.25 = 016DKVA LIGHTING. 0.440KVA X 1.25 = 0550KVA LIGHTING. 0129KVA X 125 = 0.160KVA O EQUIPMENT. EQUIPMENT. EQUIPMENT. MICROWAVE 12IOKVA X 1.50 = 120DKVA EWC 0.500KVA X 1.50 = 0550KVA 000FFEE 2450KVA X 100 = 2400KVA rn DISHWASHER 12IOKVA X 1.OD = 120DKVA COFFEE 1.210KVA X 1.50 = 1250KVA MICROWAVE 1250KVA X 100 = 1.210KVA V REFRIGERATOR 0900KVA X 1.50 = 090DKVA (RL)RECPT 2160KVA X 1.50 = 216DKVA (RL)COPIER 120DKVA X 100 = 1.2OKVA Ui GARBAGE DISPOSAL 1130KVA X 1.50 = 113DKVA (RL)RECPT 126DKVA X 100 = 1.260KVA i ICE MACHINE 12IDKVA X 1.50 = 120DKVA TOTAL LOAD REMOVED: 6.030KVA Q FACTOR TOTAL LOAD REMOVED: 11.980KVA I' I RE - TOTAL LOAD REMOVED: 6.690KVA FACTOR W J 00 LOAD PER PANEL: J NT RECEPTACLES.(4) 0.720KVA X 1.50 = 0721KVA GOAD PER PANEL: RE- RECEPTACLES PER PANEL: LIGHTING. 0.214KVA X 1.251 = 0268KVA RECEPTACLES.(21) 3780KVA X 100 = 3780KVA CU RECEPTACLES.R 0540KVA X 1.50 = 0540KVA EQUIPMENT. LIGHTING. 0156KVA X 125 = 0.195KVA LIGHTING. 0024KVA X 1.25 = 003DKVA EWC 0.500KVA X 1.50 = 0550KVA PANEL "2ND FLOOR PANEL A" = 1233DKVA U. EQUIPMENT. PANEL "2ND FLOOR" = 4325iKVA [INCLUDING RELOCATED (RL) RECEPTACLES] � O MICROWAVE 12lOKVA X 1.50 = NT 120DKVA PANEL "I ST FLOOR A' = 14143KVA TOTAL LOAD ADDED: 16.305KVA REFRIGERATOR 0900KVA X 1.50 090DKVA [INCLUDING RELOCATED (RL) RECEPTACLES] 0 GARBAGE DISPOSAL 1130KVA X 1.50 113DKVA TOTAL LOAD ADDED: 19.956KVA ET LOAD ON PANEL: 4.325KVA ICE MACHINE 12DOKVA X 1.50 120DKVA 12MARTS @2C8I3PH, NET LOAD ON PANEL: 13.926KVA TOTAL LOAD ADDED: 5.000KVA 3865AMPS@208/3PH, PEAK DEMAND FROM BUILDING UTILITY (0212020) No. Description Date 45.9KW iO8P.F. = 57.450 KVA 57.400 KVA NET LOAD REMOVED: 1.690KVA PEAK DEMAND FROM BUILDING UTILITY (0212020): EXISTING CAPACITY. 250 AMPS 72.11 KVA 352AMPS@208I3PH, 45.9KW /08P.F. = 57.400KVA 57.450 KVA ADDED LOAD 1250 AMPS 437_5 KVA EXI STI NG CAPACITY. 210 AMPS 72051 KVA TOTALLOAD. 171.336 AMPS 61725 KVA ADDED LOAD 3865 AMPS 13926 KVA TOTAL LOAD ADDED ON V IS LESS THAN LOAD REMOVED, THEREFORE THE LOAD IS JUSTIFIED. TOTAL LOAD. 197.986 AMPS 71 326 KVA TOTAL PEAK DEMAND OF BUILDING PLUS NEW LOAD ON'lST FLOOR' DOES NOT EXCEED 200 AMPS, THEREFORE THE LOAD IS JUSTIFIED. TOTAL PEAK DEMAND OF BUILDING PLUS NEW LOAD ON'lST FLOOR' DOES NOT EXCEED 200 AMPS, THEREFORE THE LOAD IS JUSTIFIED. LOAD JUSTIFICATION: PANEL'BUILDING SERVICE' 1211 2183PT4W NEC DEMAND 715 FOURTEENTH STREET FACTOR GOLDEN, COLORADO 80401 P'. (303) 2784378 LOAD PER PANEL: F'. 303 278-0521 PANEL "B" (REMOVED LOAD) _ -1 690KVA COPYRIGHT ORI PANEL "BA" = OffiY1KVA ANY UNAUTHORIZED THE WRITSEDOCUMENTS Is PROW SON WITHOUT A THE WRITTEN CONSENT OF PANEL "1 ST FLOOR•/•2ND FLOOR" = 13526KVA pNOEN50N H4LL45 NNCHRECTS, P.C. TOTAL LOAD ADDED: 12.496KVA Project Number 2020680 NET LOAD: 12.496KVA Issue CONSTRUCTION DOCUMENTS 34.50AMPS@218I3PH, Date 03 122021 s Npeollgsao x0 a PEAK DEMAND FROM BUILDING UTILITY METERING (0212020): / Drawn d MLT, SYR CiJ� Checked by BJJ 45.9KW I0.8 P.F. = 57.450 EVA A 25 = 71750 KVA EXISTING CAPACITY. 850 AMPS 28821 KVA ADDED LOAD 34.50 AMPS 12496 KVA 7r/1 g TOTAL LOAD ON BUILDING. 233.849 AMPS 84.246 KVA ELECTRICAL SCHEDULES TOTAL LOAD ON'BUILDING SERVICE' DOES NOT EXCEED 800 AMPS, THEREFORE THE LOAD IS JUSTIFIED. E7.0 MECHANICAL EQUIPMENT SCHEDULE KEY EQUIPMENT DESCRIPTION LOAD PANEL'BA' MOCP/MF S FEEDER DISCONNECT PANEL VOLTAGE L -L: 208 VOLTAGE L -N: 120 TYPE: 3PH/450 MOUNTING: SURFACE NOTES: EXISTING PANEL NOTES RECICUIT NEW FAN TO EXISTING FAN CIRCUIT MAINTAINED DURING DEMOLITION. LOCATION: BUS RATING: MAIN CB: FED FROM: AIC RATING: ELECTRICAL ROOM 125 AMPS M.L.O. 200A3P SERVICE DISCONNECT FULLY RATED AT LEAST EQUAL TO: iBK AIC 1 CIRCULATION PUMP CIR. NO OCT TYPE LOAD VA LOAD DESCRIPTION (NOTE N?� $TO CIRCUIT BREAKER BUS CIRCUIT BREAKER LOAD DESCRIPTION (NOTE N#) LOAD VA EXHAUST FAN OCT TYPE CIR NO POLE TRIP TYPE TYPE TRIP POLE 1 3 5 7 9 11 13 15 17 19 21 23 _ E _ _ E _ _ E _ _ E _ _ E _ _ E _ _ R _ _ R _ _ E _ E _ E _ E _1080 _1080 _1080 _1080 _1080 _1080 _1080 _360 _1200 1080 _1080 1080 ]SOUTH 1080 NE FURNITURE SYSTEM (Nii NE FURNITURE SYSTEM (Nii NE FURNITURE SYSTEM (Nii NE FURNITURE SYSTEM (Ni) _ NE FURNITURE SYSTEM (Nii NE FURNITURE SYSTEM (Nii COMPUTER RECEPTACLE (N� GFCI REC CON D_EN_S f�Ji� COPIER �iZ FURNITURE Ni FURNITURE�1� OUTSIDE WALL FURN (Ni)20 OUTH OUTSIDE WALLFURN (N1)20 SPACEBBUSSED USSED SPACE 0 V/3-0 VA 20 1 1 1 1 1 1 1 1 1 1 1 $TO A B C A B C A B C A B CBUSSED A C 50 50 2 CU-�) _ CU-�) CU-�) 220V COPIER�1) _ CP -1 (N3) BUSSED SPACE BUSSED SPACE SPACE225E BUSSED SPACE SPACE229 BUSSED SPACE 3120 3120 3120 3120 3120 3120 1500 _1500_ _260 .19 FLA _ E _ _ E _ _ E _ _ E _ _ E _ _ E _ _ E _ _ E _ _ M _ 2 4 6 8 10 12 14 i6 18 20 22 227USSED 30 20 $TO A 13 20 EF 2-1 2 2 20 120 V/1-200 VA 154 2#12, 1#12G, 3/4"C 20 _ 50 20 2-2 EXHAUST FAN 2 20 i5A 2#12, 1#12G, 3/4"C 20 15 20 1,2 EF 20 EXHAUST FAN 1.8 FLA 1 20 2#12, 1#12G, 3/4"C $TO 20 1,2 EF B-1 EXHAUST FAN 1 1 120 V/1-200 VA 154 2#12, 1#12G, 3/4"C $TO 1,2 RCP 2 RTU CONTROL PANEL 250 VA 120 V/1-200 VA i5A 2#12, 1#12G, 3/4"C 3 CT TYPE: L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR, E=EQUIPMENT, KE=KITCHEN EQUIPMENT, S=SU BFEED PANEL RTU CONTROL PANEL 250 VA 120 V/1-200 VA B TYPE: GFCI=SmA GROUND FAULT CIRCUIT INTERRUPTER, GFEP=30mA GROUND FAULT PROTECTION FOR EQUIPMENT, AFCI=ARC FAULT CIRCUIT INTERRUPTER CAFCI=COMBINATION ARC FAULT & SmA GROUND FAULT CIRCUIT INTERRUPTER, ST=SHUNT TRIP, HT#=HAN DLE TIE WITH GROUPING # HC=HANDLE CLAMP FOR LOCKING IN ON/OFF POSITION, LOCK=PERMANENTLY LOCKABLE BREAKER CT TYPE: LIGHTING: RECEPTACLE: OVER10K MOTOR LGST MOTOR: EQUIPMENT: KITCH EQUIP: U BFEED PN L: LOAD MEET DEMAND LOAD 0 1.25 OVA 1440 1.0 1440VA 0 0.5 OVA 260 1.0 260VA 0 1.25 OVA 33720 1.0 33720 VA 0 0 OVA 0 1.0 OVA TOTAL CONNECTED LOADS A B C VA 13140 11340 10940 TOTAL DEMANDED LOADS A B C VA 13140 11340 10940 AMPS 110 95 91 TOTAL ON 35KVA PANEL: 98AMPS OTES: N1.EXISTING LOAD ON EXISTING CIRCUIT BREAKER. N2.NEW LOAD ON EXISTING CIRCUIT BREAKER. N3. NEW LOAD ON NEW CIRCUIT BREAKER. CIRCUIT BREAKER TYPE AND AIC RATING TO MATCH EXISTING. MECHANICAL EQUIPMENT SCHEDULE KEY EQUIPMENT DESCRIPTION LOAD ELECTRICAL MOCP/MF S FEEDER DISCONNECT PANEL CIRCUIT NOTES RECICUIT NEW FAN TO EXISTING FAN CIRCUIT MAINTAINED DURING DEMOLITION. 2. FAN CONTROL SHALL BE VIA LIGHTING SWITCH. REVISE CONTROL AS NECESSARY. CP 1 CIRCULATION PUMP 1/12 HP 120 V/1-260 VA i5A 2#12,1#12G, 3/4"C $TO BA 18 EF 1-1 EXHAUST FAN .19 FLA 0 V/3-0 VA 154 2#12, 1#12G, 3/4"C $TO 1,2 EF 1-2 EXHAUST FAN .19 FLA 0 V/3-0 VA i5A 2#12, 1#12G, 3/4"C $TO 1,2 EF 1-3 EXHAUST FAN .19 FLA 120 V/1-23 VA i5A 2#12, 1#12G, 3/4"C $TO A 13 EF 2-1 EXHAUST FAN 1.8 FLA 120 V/1-200 VA 154 2#12, 1#12G, 3/4"C $TO 1,2 EF 2-2 EXHAUST FAN 1.8 FLA 120 V/1-200 VA i5A 2#12, 1#12G, 3/4"C $TO 1,2 EF B-1 EXHAUST FAN 1.8 FLA 120 V/1-200 VA 154 2#12, 1#12G, 3/4"C $TO 1,2 EF B-1 EXHAUST FAN 1.8 FLA 120 V/1-200 VA 154 2#12, 1#12G, 3/4"C $TO 1,2 RCP 2 RTU CONTROL PANEL 250 VA 120 V/1-200 VA i5A 2#12, 1#12G, 3/4"C 3 RCP 1 RTU CONTROL PANEL 250 VA 120 V/1-200 VA i5A 2#12, 1#12G, 3/4"C 3 MECHANICAL EQUIPMENT GENERAL NOTES A. REFER TO MECHANICAL PLANS FOR SPECIFIC EQUIPMENT LOCATIONS AND REQUIREMENTS. B. PRIOR TO ROUGH -IN, COORDINATE ALL MECHANICAL EQUIPMENT POWER AND CONNECTION REQUIREMENTS WITH MECHANICAL CONTRACTOR'S FINAL SHOP DRAWINGS. C. PROVIDE ALL 120V CONTROL WIRING, REFER TO SPECIFICATIONS FOR FURTHER CONTROL WIRING CLARIFICATION. D. FOR ANY VAV SYSTEM COORDINATE POWER REQUIREMENTS WITH MECHANICAL CONTRACTOR AND REUSE EXISTING 120V CONNECTIONS AT EACH VAV BOX, OR AT CENTRAL CONTROL PANEL LOCATION(S) AS REQUIRED. MECHANICAL EQUIPMENT SPECIFIC NOTES 1. RECICUIT NEW FAN TO EXISTING FAN CIRCUIT MAINTAINED DURING DEMOLITION. 2. FAN CONTROL SHALL BE VIA LIGHTING SWITCH. REVISE CONTROL AS NECESSARY. 3. CIRCUIT RTU CONTROL PANEL ABOVE CEILING TO DISCONNECTED RTU CONTROL CIRCUIT MAINTAINED DURING DEMOLITION. PANEL: LOCATION: SUPPLY FROM: MOUNTING: ENCLOSURE: Notes: NEW PANEL A FINISHES ROOM 111 1ST FLOOR Recessed Type 1 VOLTS: 120/208 Wye PHASES: 3 W1RE5:4 A.I.C. RATING: FULLY RATED TO AT LEAST 10KAIC MAINS TYPE: MLO MAINS RATING: 100A MCB RATING: N/A FLOOR' CKT TYPE LOAD DESCRIPTION TRIP TRIP POLES CB TYPE A B C CB TYPE POLES TRIP LOAD DESCRIPTION TYPE CKT 1 -- RECPT (N1) 1 20 1 180 720 1200 TYPE TYPE TRIP 1 20 1 20 RECPT DEDICATED EAST BREAK AREA E 2 3 -- RECPT (N1) 20 20 20 1 720 1200 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 720 120 1 20 MICROWAVE WEST BREAK AREA 1 20 UC FRIDGE EAST BREAK AREA E 4 5 -- RECPT (N1) 20 20 1 1 540 1200 1 1 1 720 1200 E 1 20 COFFEE EAST BREAK AREA E 6 7 R RECPT INTERVIEW 215, 216 1200 20 1 20 20 540 540 1 20 COFFEE EAST BREAK AREA E 8 1 20 RECPT RECEPTION R 8 9 R RECPT WOMENS, CORRIDOR 120 20 1 1 1 540 360 E 10 11 1 20 RECPT KIDS 259 AT ENTRY R 10 11 E ADA DOOR OPERATOR 20 20 1 HI 1 20 NORTH SYSTEM FURNITURE 258 R 600 1200 R 1 20 COFFE WEST BREAK AREA E 12 13 M EXHAUST FAN EF -1-3 L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR, E=EQUIPMENT, KE=KITCHEN EQUIPMENT, 15 1 1 23 120 R 14 15 R CENTER SYSTEM FURNITURE 256 1 20 UC FRIDGE WEST BREAK AREA E 14 15 M GARBAGE DISPOSAL BREAK AREA 20 1 1 20 SPARE 1130 1200 17 M GARBAGE DISPOSAL WEST BREAK... 1 20 MICROWAVE WEST BREAK AREA E 16 17 M HAND DRYER 0 20 1 20 SPARE -- 18 19 1130 0 20 1 20 SPARE -- 18 19 M HAND DRYER 20 1 SPARE 1130 0 21 -- SPARE 20 1 1 20 SPARE -- 20 21 M HAND DRYER 1 20 1 -- 22 23 1130 0 20 1 1 20 SPARE -- 22 23 -- SPARE 20 20 1 24 25 -- SPARE 20 0 0 0 1 20 SPARE -- 24 25 -- SPARE SPARE 20 1 27 0 0 20 1 1 20 SPARE -- 26 27 -- SPARE -- 20 1 -- SPARE 20 0 0 1 20 SPARE -- 28 29 -- SPARE 30 20 1 BUSSED SPACE -- 1 – 0 0 1 20 SPARE -- 30 31 – BUSSED SPACE 33 -- 1 -- – – – -- 1 -- BUSSED SPACE -- 32 33 – BUSSED SPACE – -- 1 1 – -- – -- 1 -- BUSSED SPACE -- 34 35 – BUSSED SPACE BUSSED SPACE -- 1 – – – -- 1 -- BUSSED SPACE -- 36 37 – BUSSED SPACE -- -- 1 – – -- 1 1 -- BUSSED SPACE -- 38 39 – BUSSED SPACE 1 -- 1 – -- 1 -- ;11 -- BUSSED SPACE4041BUSSED Total Load: Total Amps: 3960 VA 3760 VA 4610 VA 33 A 31 A 39A SPACE1 CB TYPE LEGEND GFCI: SmA GROUND FAULT CIRCUIT INTERRUPTER HC(-ON/OFF): HANDLE CLAMP FOR LOCKING IN ON/OFF POSITION GFEP: 30mA GROUND FAULT PROTECTION FOR EQUIPMENT HT#: HANDLE TIE W1TH GROUPING # AFCI: ARC FAULT CIRCUIT INTERRUPTER ST: SHUNT TRIP CAFCI: COMBINATION ARC FAULT &SmAGROUND FAULT CIRCUIT INTERRUPTER LOCK: PERMANENTLY LOCKABLE BREAKER CIRCUIT PHASE CODE LEGEND N1. EXISTING LOAD ON EXISTING CIRCUIT BREAKER. N2. NEW LOAD ON EXISTING CIRCUIT BREAKER. N3. NEW LOAD ON NEW CIRCUIT BREAKER. CIRCUIT BREAKER AND AIC RATING TO MATCH EXISTING. CCT TYPE: LOAD DEMAND LOAD -- BUSSED SPACE -- 42 LIGHTING: Total Load: Total Amps: 4273 VA 5200 VA 4850 VA 36 A 44A 41 A CB TYPE LEGEND GFCI: SmA GROUND FAULT CIRCUIT INTERRUPTER HC(-ON/OFF): HANDLE CLAMP FOR LOCKING IN ON/OFF POSITION GFEP: 30mA GROUND FAULT PROTECTION FOR EQUIPMENT HT#: HANDLE TIE W1TH GROUPING # AFCI: ARC FAULT CIRCUIT INTERRUPTER ST: SHUNT TRIP CAFCI: COMBINATION ARC FAULT &SmAGROUND FAULT CIRCUIT INTERRUPTER LOCK: PERMANENTLY LOCKABLE BREAKER CIRCUIT PHASE CODE LEGEND N1. EXISTING LOAD ON EXISTING CIRCUIT BREAKER. N2. NEW LOAD ON EXISTING CIRCUIT BREAKER. N3. NEW LOAD ON NEW CIRCUIT BREAKER. CIRCUIT BREAKER AND AIC RATING TO MATCH IXISTING. CCT TYPE: RECEPTACLE: LOAD DEMAND LOAD 2700 VA 2700 VA PANELTOTALB TOTAL CONN. LOAD: LIGHTING: MOTOR: 1130 VA 1413 VA TOTAL EST. LOAD: RECEPTACLE: EQUIPMENT: 1980 VA 1980 VA 6040 VA TOTAL CONN. LOAD: 14323 VA TOTAL CONN.: MOTOR: KITCH EQUIP: 4543 VA 4826 VA TOTAL EST. LOAD: 14606 VA TOTAL EST. DEMAND: EQUIPMENT: NOTES: (N1) RELOCATED LOAD FROM '2ND FLOOR PANEL' 5640 VA 5640 VA TOTAL CONN.: 40A KITCH EQUIP: TOTAL EST. DEMAND: 41 A NOTES: (N1) RELOCATED LOAD FROM'15T FLOOR PANEL' PANEL: A LOCATION: COPY ROOM SUPPLY FROM: 2ND FLOOR MOUNTING: Recessed ENCLOSURE: Type 1 Notes: NEW PANEL VOLTS: 120/208 Wye PHASES: 3 W1RE5:4 A.I.C. RATING: FULLY RATED TO AT LEAST 10KAIC MAINS TYPE: MLO MAINS RATING: 100A MCB RATING: N/A FLOOR' CKT TYPE LOAD DESCRIPTION TRIP POLES CB TYPE A B C CB TYPE POLES TRIP LOAD DESCRIPTION TYPE CKT 1 -- COPIER GILLIAN (N1) 20 1 LOAD VA 1200 180 POLE TRIP TYPE TYPE TRIP 1 20 RECPT WEST BREAK AREA R 2 3 -- RECPT MAIN, SW OFFICE (N1) 20 1 20 20 1 REC COPY RM NORTH�N� REC COPY RM EASTCENTER(N� EXISTING LOAD (N� REC COPYR�N� COFFEE BAR EAS�N� REC-AREA 23,25�N1� REC-AREA 21,23�N1Z REC-AREA �1� REC-AREA 1,2,30 LTG RECEPTION AREA (N� LTG WEST HALL �N 1� SPARE JBOX AT RECPTN�N� LTG AREA 671Q1��--- LTG AREA QI��---- LTG COPY RM, E. HALL (N� LTG AREA I7 COPY MACHINE 230V�1� PAN EL'1 ST FLOOR A' (N3) _ _ 720 1200 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20 _ 1 20 MICROWAVE WEST BREAK AREA E 4 5 -- RECPT (N1) 20 1 1 20 _ _ 1 540 1200 1 1 1 20 COFFEE WEST BREAK AREA E 6 7 E UC FRIDGE EAST BREAK AREA 20 1 _ 120 1200 20 _ 20 20 1 20 1 20 COFFEE EAST BREAK AREA E 8 9 E UC FRIDGE EAST BREAK AREA 20 1 1 20 1 120 1000 20 1 1 20 ICE MACHINE EAST BREAK AREA E 10 11 E MICROWAVE EAST BREAK AREA 20 1 1 1 1 20 20 1200 540 HI 1 20 NORTH SYSTEM FURNITURE 258 R 12 13 R CENTER SYSTEM FURNITURE 256 20 1 HT1 720 540 S=SUBFEED PANEL OCT TYPE: L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR, E=EQUIPMENT, KE=KITCHEN EQUIPMENT, CB TYPE: HI 1 20 NORTH SYSTEM FURNITURE 258 R 14 15 R CENTER SYSTEM FURNITURE 256 20 1 HT1 HC=HANDLE CLAMP FOR LOCKING IN ON/OFF POSITION, 720 0 LOAD MEET DEMAND LOAD 0 1.25 OVA 0 1.0 OVA 0 0.5 OVA 0 1.0 OVA 0 1.25 OVA 0 1.0 OVA 0 0 OVA 26653 1.0 26653VA OCT TYPE: LIGHTING: RECEPTACLE: OVER10K MOTOR: LGST MOTOR: EQUIPMENT: KITCH EQUIP: SUBFEED PNL: 1 20 SPARE -- 16 17 M GARBAGE DISPOSAL WEST BREAK... 20 1 TOTAL DEMANDED LOADS TOTAL ON 27KVA PANEL: 74AMPS A B C VA 3960 3760 4610 AMPS 33 31 38 NOTES: N1. EXISTING LOAD ON EXISTING CIRCUIT BREAKER. N2.NEW LOAD ON EXISTING CIRCUIT BREAKER. N3. NEW LOAD ON NEW CIRCUIT BREAKER. CIRCUIT BREAKER TYPE AND AIC RATING TO MATCH EXISTING. NEW PANEL'1 ST FLOOR A. RELOCATE EXISTING LOADS TO 1130 0 RELOCATE EXISTING LOADS TO 1 20 SPARE -- 18 19 -- SPARE 20 1 0 0 1 20 SPARE -- 20 21 -- SPARE 20 1 0 0 1 20 SPARE -- 22 23 -- SPARE 20 1 0 0 1 20 SPARE -- 24 25 -- SPARE 20 1 0 0 1 20 SPARE -- 26 27 -- SPARE 20 1 0 0 1 20 SPARE -- 28 29 -- SPARE 20 1 0 0 1 20 SPARE -- 30 31 – BUSSED SPACE -- 1 – – 1 -- BUSSED SPACE -- 32 33 – BUSSED SPACE -- 1 – -- 1 -- BUSSED SPACE -- 34 35 – BUSSED SPACE -- 1 – -- 1 -- BUSSED SPACE -- 36 37 – BUSSED SPACE -- 1 – – 1 -- BUSSED SPACE -- 38 39 – BUSSED SPACE -- 1 – -- 1 -- BUSSED SPACE -- 40 41 – BUSSED SPACE -- 1 – -- 1 -- BUSSED SPACE -- 42 Total Load: Total Amps: 3960 VA 3760 VA 4610 VA 33 A 31 A 39A CB TYPE LEGEND GFCI: SmA GROUND FAULT CIRCUIT INTERRUPTER HC(-ON/OFF): HANDLE CLAMP FOR LOCKING IN ON/OFF POSITION GFEP: 30mA GROUND FAULT PROTECTION FOR EQUIPMENT HT#: HANDLE TIE W1TH GROUPING # AFCI: ARC FAULT CIRCUIT INTERRUPTER ST: SHUNT TRIP CAFCI: COMBINATION ARC FAULT &SmAGROUND FAULT CIRCUIT INTERRUPTER LOCK: PERMANENTLY LOCKABLE BREAKER CIRCUIT PHASE CODE LEGEND N1. EXISTING LOAD ON EXISTING CIRCUIT BREAKER. N2. NEW LOAD ON EXISTING CIRCUIT BREAKER. N3. NEW LOAD ON NEW CIRCUIT BREAKER. CIRCUIT BREAKER AND AIC RATING TO MATCH EXISTING. CCT TYPE: LOAD DEMAND LOAD PANELTOTALB LIGHTING: RECEPTACLE: 2700 VA 2700 VA TOTAL CONN. LOAD: 12330 VA MOTOR: 1130 VA 1413 VA TOTAL EST. LOAD: 12613 VA EQUIPMENT: 6040 VA 6040 VA TOTAL CONN.: 34A KITCH EQUIP: TOTAL EST. DEMAND: 35 A NOTES: (N1) RELOCATED LOAD FROM '2ND FLOOR PANEL' ORE Ui 35-117 � '�:. 03-12-2021 • / �o,' •......... • �G 4 ANDERSON HALLAS ARCHITECTS vM/ w cD I O Z O jO O 0 V �f (6 Q Z N Q 0 w rn N V LIJ LL Q w L J °O U J NT n U. LL O O O LL. r No. Description Date 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 2784378 F'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is PROHIBITED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHRECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03 122021 Drawn by MLT, SYR Checked by BJJ ELECTRICAL PANEL SNUEOV�90 SCHEDULES C�4 AE DESIGN Integrated Lighting and Electrical Soy 7d;�g 1a�� �..00 ,�P ma 7 . in PANEL'1ST FLOOR' VOLTAGE L -L: 208 VOLTAGE L -N: 120 TYPE: 3PH/4W MOUNTING: RECESSED NOTES: EXISTING PANEL LOCATION: BUS RATING: MAIN CB: FED FROM: AIC RATING: 1ST FLOOR OFFICE 225 AMPS M.L.O. 200A3P SERVICE DISCONNECT FULLY RATED AT LEAST EQUAL TO: 10KAIC CIR. NO OCT TYPE LOAD VA LOAD DESCRIPTION NOTE N# CIRCUIT BREAKER BUS CIRCUIT BREAKER LOAD DESCRIPTION (NOTE N#) LOAD VA OCT TYPE CIR NO POLE TRIP TYPE TYPE TRIP POLE 1 3 5 7 9 11 13REC-AREA 15 17 19 21 23 25 27 29 31 33 35 37 39 41 ___ _ _ _ _ _ -- _ -- --- _ _ _ LTG EMERGENCY �1Z REC - AREA 25 f�J1Z LTG AREAS 21,23,25 �) LTG AREASJ12�25 f�J1)--- REC- WEST WALL COPY RM�N� REC-AREA 8,12,1 �N� 7,11,1�N� REC-AREA QIQI �N� REC - AREA 25 LN 1L BATHROOM HEATERS�N� BATHROOM LTG, REC (N1) COFFEE BAR WEST(N� LTG ENTRY----- REC - AREA 18,19 �11L--- LTG SOUTH HALL f�J 1) REC AREA 9,13, RECPTN�N� LTG AREAS 13,14,15,1 Q20 (N� COPY MACHINE (N1) COPY MACHINE (N1) _ _ _ _ EXISING LOAD �1L EXISING LOAD �1L 20 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A B C A B C A B C A B C A B C A B C B C 20 20 1 REC COPY RM NORTH�N� REC COPY RM EASTCENTER(N� EXISTING LOAD (N� REC COPYR�N� COFFEE BAR EAS�N� REC-AREA 23,25�N1� REC-AREA 21,23�N1Z REC-AREA �1� REC-AREA 1,2,30 LTG RECEPTION AREA (N� LTG WEST HALL �N 1� SPARE JBOX AT RECPTN�N� LTG AREA 671Q1��--- LTG AREA QI��---- LTG COPY RM, E. HALL (N� LTG AREA I7 COPY MACHINE 230V�1� PAN EL'1 ST FLOOR A' (N3) _ _ _4273 5200 4850 --- _ S _ _ S S 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 20 _ _ 1 1 20 _ _ 20 20 _ _ 20 20 20 20 20 1 20 _ _ 1 20 _ 1 1 1 20 20 20 1 20 _ _ 1 1 20 _ 20 20 20 20 20 _ 20 20 1 20 1 1 20 _ _ 20 20 20 20 20 20 1 _ 1 20 1 1 20 1 1 20 _ _ 1 2 20 20 20 1 20 70 20 1 1 1 20 20 3 3 20 20 20 1 20 1 1 — _ _ 20 — OCT TYPE: L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR, E=EQUIPMENT, KE=KITCHEN EQUIPMENT, S=SUBFEED PANEL OCT TYPE: L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR, E=EQUIPMENT, KE=KITCHEN EQUIPMENT, CB TYPE: GFCI=SmA GROUND FAULT CIRCUIT INTERRUPTER,GFEP=30mA GROUND FAULT PROTECTION FOR EQUIPMENT,AFCI=ARC FAULT CIRCUIT INTERRUPTER CB TYPE: GFCI=SmA GROUND FAULT CIRCUIT INTERRUPTER,GFEP=30mA GROUND CAFCI=COMBINATION ARC FAULT &SmA GROUND FAULT CIRCUIT INTERRUPTER, ST=SHUNT TRIP, HT?kHANDLE TIE WITH GROUPING # CAFCI=COMBINATION ARC FAULT &SmA GROUND FAULT CIRCUIT INTERRUPTER, ST=SHUNT TRIP, HT?kHANDLE TIE WITH GROUPING # HC=HANDLE CLAMP FOR LOCKING IN ON/OFF POSITION, LOCK=PERMANENTLY LOCKABLE BREAKER HC=HANDLE CLAMP FOR LOCKING IN ON/OFF POSITION, LOCK=PERMANENTLY LOCKABLE BREAKER OCT TYPE: LIGHTING: RECEPTACLE: OVER10K MOTOR: LGST MOTOR: EQUIPMENT: KITCH EQUIP: SUBFEED PNL: LOAD MEET DEMAND LOAD 0 1.25 OVA 0 1.0 OVA 0 0.5 OVA 0 1.0 OVA 0 1.25 OVA 0 1.0 OVA 0 0 OVA 26653 1.0 26653VA OCT TYPE: LIGHTING: RECEPTACLE: OVER10K MOTOR: LGST MOTOR: EQUIPMENT: KITCH EQUIP: SUBFEED PNL: LOAD MEET DEMAND LOAD 0 1.25 OVA 0 1.0 OVA 0 0.5 OVA 0 1.0 OVA 0 1.25 OVA 0 1.0 OVA 0 0 OVA 12330 1.0 12330VA TOTAL CONNECTED LOADS A B C VA 8233 8960 9460 TOTAL DEMANDED LOADS A B C VA 3960 3760 4610 A B C VA 8233 8960 9460 AMPS 69 75 79 TOTAL DEMANDED LOADS TOTAL ON 27KVA PANEL: 74AMPS A B C VA 3960 3760 4610 AMPS 33 31 38 NOTES: N1. EXISTING LOAD ON EXISTING CIRCUIT BREAKER. N2.NEW LOAD ON EXISTING CIRCUIT BREAKER. N3. NEW LOAD ON NEW CIRCUIT BREAKER. CIRCUIT BREAKER TYPE AND AIC RATING TO MATCH EXISTING. NEW PANEL'1 ST FLOOR A. RELOCATE EXISTING LOADS TO NOTES: N1. EXISTING LOAD ON EXISTING CIRCUIT BREAKER. N2.NEW LOAD ON EXISTING CIRCUIT BREAKER. N3. NEW LOAD ON NEW CIRCUIT BREAKER. CIRCUIT BREAKER TYPE AND AIC RATING TO MATCH EXISTING. NEW PANEL'2ND FLOOR A. in PANEL'2ND FLOOR' VOLTAGE L -L: 208 VOLTAGE L -N: 120 TYPE: 3PH/4W MOUNTING: RECESSED NOTES: EXISTING PANEL LOCATION: BUS RATING: MAIN CB: FED FROM: AIC RATING: 2ND FLOOR OFFICE 225 AMPS M.L.O. 200A3P SERVICE DISCONNECT FULLY RATED AT LEAST EQUAL TO: 10KAIC CIR. NO OCT TYPE LOAD VA LOAD DESCRIPTION (NOTE N#) CIRCUIT BREAKER BUS CIRCUIT BREAKER LOAD DESCRIPTION (NOTE N?� LOAD VA OCT TYPE CIR NO POLE TRIP TYPE TYPE TRIP POLE 1 3 5 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 _ S _ S _ S 3960 3760 4610 RECAREA 21 (N�----- REC WEST COLUMN L1) REC EAST COLUMN (N� RECAREAS 8,14 iN�---- REC AT COFFEE BAR�1� REC COPY RM SIL REC AREAS�45 f�J1) --- REC AREAS 10,13 (N 1) REC AREAS 11,12 �1Z--- LTG EAST STAIRWAY�IZ RESTROOM HEATERS RESTROOM LTG, REC�N� LTG GILLIGAN (N1) LTG GILLIGAN (N1) MICROWAVE GILLIGAN (N1) COFFEE GILLIGAN�N1� COMPUTER GILLIGAN�N� REC CON F,NW OFFICE GIL�N� PANEL'2ND FLOOR A�N� _________ - 1 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 70 _ A B C A B C A B C A B C A B C A B C A B C 20 1 _LTG 1 1 AREAS 1112,�31�18(�— LTG AREAS 14,19�1L LTG AREAS 15,20 LTG AREA 1Q21 LN1�---- REC AREA2� REC AREA L REC AREA 19,20 �N1�-- REC AREA 2Q21 �N1� REC AREA 1Q19�---- REC AREA 6,�N� REC AREAS 7,15 �) COPIER (N� NEON SIGN (NNS NEON SIGN (NNS LTG AREAS3�N� LTG SOUTH HALL�N1� LTG AREAS Q7,B,�N� LTG AREAS 1,2,1 Q11 �1Z LTG EMERGENCY, NIL N1)_ COPIER (N1) EXISTING LOAD (N� —_—_—_ —_—_—_ _ _ —_—_—_ —_—_—_ _ _ 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 1 _ _ 20 1 _ _ 20 20 1 _ _ 1 1 1 _ _ 20 20 1 _ _ 1 1 1 20 20 1 _ _ 1 1 1 _ _ 20 1 _ _ 20 20 1 1 1 1 20 1 1 1 1 _ _ 20 1 20 1 20 1 1 1 20 20 1 1 1 1 20 3 20 20 1 1 1 _ _ _ 20 OCT TYPE: L=LIGHTING, R=RECEPTACLE, M=MOTOR, LM=LARGEST MOTOR, E=EQUIPMENT, KE=KITCHEN EQUIPMENT, S=SUBFEED PANEL CB TYPE: GFCI=SmA GROUND FAULT CIRCUIT INTERRUPTER,GFEP=30mA GROUND FAULT PROTECTION FOR EQUIPMENT,AFCI=ARC FAULT CIRCUIT INTERRUPTER CAFCI=COMBINATION ARC FAULT &SmA GROUND FAULT CIRCUIT INTERRUPTER, ST=SHUNT TRIP, HT?kHANDLE TIE WITH GROUPING # HC=HANDLE CLAMP FOR LOCKING IN ON/OFF POSITION, LOCK=PERMANENTLY LOCKABLE BREAKER OCT TYPE: LIGHTING: RECEPTACLE: OVER10K MOTOR: LGST MOTOR: EQUIPMENT: KITCH EQUIP: SUBFEED PNL: LOAD MEET DEMAND LOAD 0 1.25 OVA 0 1.0 OVA 0 0.5 OVA 0 1.0 OVA 0 1.25 OVA 0 1.0 OVA 0 0 OVA 12330 1.0 12330VA TOTAL CONNECTED LOADS A B C VA 3960 3760 4610 TOTAL DEMANDED LOADS A B C VA 3960 3760 4610 AMPS 33 31 38 TOTAL ON 12KVA PANEL: 34AMPS NOTES: N1. EXISTING LOAD ON EXISTING CIRCUIT BREAKER. N2.NEW LOAD ON EXISTING CIRCUIT BREAKER. N3. NEW LOAD ON NEW CIRCUIT BREAKER. CIRCUIT BREAKER TYPE AND AIC RATING TO MATCH EXISTING. NEW PANEL'2ND FLOOR A. RELOCATE EXISTING LOADS TO LIGHTING CONTROL NOTES GENERAL CONTROL NOTES G1 THE LIGHTING CONTROL SYSTEM CONSISTS OF THE FOLLOWING: CATALOG a. STAND-ALONE CONTROLS LAMP b. ROOM CONTROLLER CONTROLS G2 ALTERNATE MANUFACTURER'S WILL BE REVIEWED ACCORDING TO THE NOTES LUMEN PROVIDED IN THE LIGHTING FIXTURE SCHEDULE. G3 ALL WIRING DIAGRAMS WITHIN THESE DRAWINGS ARE PROVIDED TO COMMUNICATE BOF/RFD/0 THE DESIGN INTENT. SYSTEM SHALL BE WIRED ACCORDING TO THE APPROVED SHOP MANUAL ON DRAWINGS. G4 ALL STRUCTURED CABLE WIRING SHOWN ON RISER DIAGRAMS IS INTENDED TO BE BY CEILING MOUNTED, DUAL TECH, OCCUPANCY SENSOR, LINE VOLTAGE CONTROL MANUFACTURER APPROVED STANDARD STRUCTURED CABLING, UNLESS WATTAGE OTHERWISE NOTED. EC SHALL PROVIDE ALL CABLING WITHIN THE LIGHTING CONTROL WATTAGE SYSTEM, CABLING BETWEEN THE NETWORKED HEAD -END AND THE BUILDINGS 15 MINUTES COMMUNICATION NETWORK SHALL BE PROVIDED BY THE LOW VOLTAGE WALLSWITCH MOUNT, DUAL TECH, OCCUPANCY SENSOR SET TO VACANCY MODE, SINGLE RELAY CONTRACTOR/OWNER. G5 ALL MANUALLY DIMMED LIGHT LOADS SHALL BE CAPABLE OF DIMMING LIGHTS TO OFF D1 SETTING. DIMMING COMPATIBILITY BETWEEN THE CONTROLS AND LIGHT FIXTURES LITHONIA SHALL BE COORDINATED BY THE EC TO ENSURE THAT LIGHTING IS ABLE TO DIM TO 120 V LEVEL NOTED ON LIGHTING FIXTURE SCHEDULE. G6 LIGHTING CONTROL SYSTEM SHALL INCLUDE A MINIMUM OF (4) HOURS OF 11 VA MANUFACTURER'S REPRESENTATIVE TIME ON SITE FOR SYSTEM CHECK-OUT AND 0-10V TO 10% OWNER TRAINING. ELECTRICAL CONTRACTOR SHALL VIDEO RECORD TRAINING RECESSED SESSION AND PROVIDE COPY OF VIDEO TO OWNER AS PART OF PROJECT COMPLETION PROPOSED ALTERNATES OR VALUE -ENGINEERED LIGHTING FIXTURES PRIOR TO REVIEW. FAILURE TO PROVIDE REQUESTED ITEMS SUBMITTALS. G7 ALL DIGITAL SWITCHES FOR OVERRIDE CONTROL OF LIGHTING CONTROL SYSTEM(S) -AR-LSS-MVOLT- SHALL HAVE A MAXIMUM SETTING OF 2 HOURS PER IECC REQUIREMENTS. G8 FINAL OCCUPANCY AND DAYLIGHT SENSOR LOCATION SHALL BE PROVIDED BY PRIOR APPROVAL REQUEST TO BID: MANUFACTURER AND LOCATED PER APPROVED SHOP DRAWINGS AND DEVICE 1. THE CONTRACTOR IS REQUIRED TO CALL THE ENGINEER OF RECORD / LIGHTING DESIGNER TO REQUEST APPROVAL TO SUBMIT REQUIREMENTS. LOCATIONS INDICATED IN THESE DRAWINGS SHALL BE REVIEWED SPECULAR AND ALTERED AS NECESSARY FOR CORRECT OPERATION BY MANUFACTURER. IF NUMBER IS (303) 296-3034. OPERATIONS OF SENSORS DOES NOTMEETTHE INTENTOUTLINED IN THESE 2. THE CONTRACTOR IS REQUIRED TO SUBMIT PRELIMINARY SUBMITTAL DRAWINGS OF ALL ALTERNATE OR VALUE -ENGINEERED DOCUMENTS THE MANUFACTURER REPRESENTATIVE SHALL PROVIDE FIELD LIGHTING FIXTURES AND LIGHTING CONTROLS FOR PRIOR APPROVAL FROM THE ENGINEER OF RECORD / LIGHTING DESIGNER RECTIFICATION SERVICES AS NECESSARY IN ORDER TO RECONFIGURE SYSTEM TO 10 -DAYS PRIOR TO BID DATE. SUBMITTALS RECEIVED LESS THAN 10 -DAYS PRIOR TO BID DATE WILL NOT BE CONSIDERED. MEET OUTINED INTENT. STANDALONE LIGHTING CONTROL GENERAL NOTES S1 APPROVED STANDALONE LIGHTING CONTROLS TO BE PROVIDED BY ONE OF THE FOLLOWING PRE -APPROVED MANUFACTURERS: a. LEVITON b. nLIGHT/SENSORSWITCH DIEM C. LUTRON LITHONIA d. GREENGATE ROOM CONTROLLER GENERAL NOTES R1 APPROVED ROOM CONTROLLER LIGHTING CONTROLS TO BE PROVIDED BY ONE OF LED/3000K/90CRI THE FOLLOWING PRE -APPROVED MANUFACTURERS: 1045 a. CRESTRON CLEAR SEMI b. PLIGHT 3-15/16" RFD C. LUTRON 3. THE CONTRACTOR IS REQUIRED TO PROVIDE UNIT PRICING FOR EACH "AS SPECIFIED" AND EACH ALTERNATE d. GREENGATE R2 REFER TO ELECTRICAL LIGHTING LAYOUTS FOR LAYOUT OF DEVICES CONNECTED TO ACCEPTED. ROOM CONTROLLERS. ROOM CONTROLLER COMPONENTS ARE INDICATED IN THE SUBMITTAL REVIEW AND DOCUMENT: "LIGHTING CONTROL DEVICE" SCHEDULE, THESE COMPONENTS START WITH THE 1. THE CONTRACTOR IS REQUIRED TO PAY FOR ANY INCURRED HOURS REQUIRED TO UPDATE THE DESIGNATION'R'. R3 ROOM CONTROLLER HEAD END EQUIPMENT LOCATIONS ARE INDICATED IN SPACES, CEILING HOWEVER DRAWINGS ARE DIAGRAMMATIC AND EXACT QUANTITY OF ROOM $135.00/HR. CONTROLLER HEAD END EQUIPMENT PIECES VARIES FROM MANUFACTURER TO WITH INTERGAL TEST SWITCH, MANUFACTURER BASED ON DIMMING UTILIZATION, QUANTITY OF RELAYS, NUMBER GZ10-ElOWCP-9 OF INPUT DEVICES, QUANTITY OUTPUT ZONES AND RECEPTACLE CONTROL. LIGHTING CONTROLS NAMING CONVENTION SYSTEM TYPE N = NETWORKED R = ROOM CONTROLLER (THE ABSENCE OF LETTERS ABOVE UNDER'SYSTEMTYPE' INDICATE A STANDALONE SYSTEM) AUTOMATIC MEANS OF SHUTOFF L = LIGHT LEVEL (VIA PHOTOCELL) M = MANUAL O =OCCUPANCY T = TIMECLOCK V =VACANCY DEVICES C = CONTROLLED RECEPTACLE D = DIMMER E = EXTERIOR P = PHOTOCELL 5 = SENSOR U = UNIQUE DEVICE TYPE W = SWITCH MOUNTED DEVICE NUMBERING 1,2,3... = QUANTITY AS REQUIRED FOR DIFFERENT PROGRAMMING SCENARIOS, DEVICE CHARACTERISTICS OR MOUNTING CONDITIONS LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION MANUFACTURER CATALOG VOLTAGE LAMP LAMP LAMP /C / NJaX LUMEN DIMMING FIXTURE FINISH LOCATION BOF/RFD/0 NOTES MANUAL ON AUTOMATIC OFF STAN DALONE CONTROL SYSTEMS NUMBER CEILING MOUNTED, DUAL TECH, OCCUPANCY SENSOR, LINE VOLTAGE QUAN. WATTAGE CRI WATTAGE OUTPUT 15 MINUTES VSW1 WALLSWITCH MOUNT, DUAL TECH, OCCUPANCY SENSOR SET TO VACANCY MODE, SINGLE RELAY FH ALTERNATES AND VALUE ENGINEERED LIGHTING FIXTURES AND LIGHTING CONTROLS: A D1 4" LED DOWNUGHT, 3000K, 90 LITHONIA LD114-30/10-104 120 V 1 11W LED/3000K/90CRI 11 VA 1045 0-10V TO 10% CLEAR SEMI RECESSED 3-15/16" RFD PROPOSED ALTERNATES OR VALUE -ENGINEERED LIGHTING FIXTURES PRIOR TO REVIEW. FAILURE TO PROVIDE REQUESTED ITEMS CRI -AR-LSS-MVOLT- ANGLE, COLOR TEMPERATURE (CCT), COLOR RENDERING INDEX (CRI) B PRIOR APPROVAL REQUEST TO BID: 1. THE CONTRACTOR IS REQUIRED TO CALL THE ENGINEER OF RECORD / LIGHTING DESIGNER TO REQUEST APPROVAL TO SUBMIT SPECULAR CEILING NUMBER IS (303) 296-3034. 2. THE CONTRACTOR IS REQUIRED TO SUBMIT PRELIMINARY SUBMITTAL DRAWINGS OF ALL ALTERNATE OR VALUE -ENGINEERED LIGHTING FIXTURES AND LIGHTING CONTROLS FOR PRIOR APPROVAL FROM THE ENGINEER OF RECORD / LIGHTING DESIGNER GZ10- 90CRI 10 -DAYS PRIOR TO BID DATE. SUBMITTALS RECEIVED LESS THAN 10 -DAYS PRIOR TO BID DATE WILL NOT BE CONSIDERED. 3. ALTERNATES OR VALUE -ENGINEERED LIGHTING FIXTURES OF ANY D(TERIOR LIGHTING FIXTURES ARE REQUIRED TO INCLUDE AN D(TERIOR PHOTOMETRIC PLAN SHOWING COMPLIANCE WITH THE LOCALLY ADOPTED EXTERIOR LIGHTING ORDINANCE/CODE. 4. ALTERNATES OR VALUE -ENGINEERED LIGHTING FIXTURES FOR EMERGENCY APPLICATIONS ARE REQUIRED TO MATCH OR EXCEED THE SPECIFIED LUMEN OUTPUT AND MATCH SPECIFIED DISTRIBUTION OR COMPLY WITH LIGHT LEVELS REQUIRED FOR EGRESS ILLUMINATION AS REQUIRED PER NFPA 101. SPECIFIC CONCERNS ON THE PART OF THE ENGINEER MAY RESULT IN REQUEST FOR DIEM 4- LED DOWN LIGHT, LITHONIA LD114-30/10-104 120V 1 11W LED/3000K/90CRI 11 VA 1045 0-10VTO 10% CLEAR SEMI RECESSED 3-15/16" RFD 3. THE CONTRACTOR IS REQUIRED TO PROVIDE UNIT PRICING FOR EACH "AS SPECIFIED" AND EACH ALTERNATE EMERGENCY BATTERY BACKUP OR VALUE -ENGINEERED LIGHTING FIXTURE AND LIGHTING CONTROLS. LUMP SUM COST SAVINGS WILL NOT BE -AR-LSS-MVOLT- ACCEPTED. D SUBMITTAL REVIEW AND DOCUMENT: 1. THE CONTRACTOR IS REQUIRED TO PAY FOR ANY INCURRED HOURS REQUIRED TO UPDATE THE PERMIT/CONSTRUCTION DOCUMENTS DUE TO ALTERNATE OR VALUE -ENGINEERED LIGHTING FIXTURES AND SPECULAR CEILING $135.00/HR. WITH INTERGAL TEST SWITCH, GZ10-ElOWCP-9 $135.00/HR. 3. THE CONTRACTOR IS REQUIRED TO PAY FOR THE ADDITIONAL HOURS REQUIRED OF THE ENGINEER OF RECORD / LIGHTING DESIGNER TO REVIEW ALTERNATE O R VALUE -ENGINEERED LIGHTING FIXTURES AND CONTROLS. HOURLY RATE SHALL BE BILLED AT $135.00/HR. 3000K, 90 CRI OCRI D2 1" PINHOLE DOWNUGHT, LED, GOTHAM IC0IPIN-30/02- 120V 1 4W LED/3000K/90CRI 4VA 163 0-10VTO 1% WHITE RECESSED 7-1/4"RFD 3000K, 35 DEGREE BEAM WR-35D-MVOLT CEILING ANGLE, 90CRI -UGZ-90CRI D4 LED DOWNUGHT BY XCEL BY XCEL ENERGY BY XCEL 120V BY XCEL ENERGY OVA BY XCEL BY XCEL BY XCEL ENERGY RECESSED BY XCEL 2 ENERGY ENERGY ENERGY ENERGY CEILING ENERGY P1 DECORATIVE PENDANT, 48" , LED, 3000K, 3950 LUMENS, 90 MODERN FORMS PD -43748 -BK 120 V 1 136 W LED/3000K/90CRI 136 VA 3950 ELV BLACK SUSPENDED CEILING 15-0" BOF 1 CRI P2 DECORATIVE PENDANT, 17" MILLENIUM LIGHTING RWHC17-XX/RL 120 V 1 24W LED/3000K/90CRI 24 VA 1920 ELV TBD SUSPENDED 6-0" BOF 1 SHADE, LED MODULE, 3000K, ED24W CEILING 1920 LUMENS, CRI 90 W1 DECORATIVE VANITY LIGHT, WAC LIGHTING WS -26922 -BK 120 V 1 33W LED/3000K/90CRI 33 VA 1243 ELV T010% BLACK SURFACE WALL 7-6" BOF 1 LED, 3000K, 22", 90CRI, 1243 LUMENS X1 EDGE LIT EXIT SIGN, RED TO LITHONIA LRP-I-RMR-120 120 V 1 3 W LED/RED 3 VA N/A N/A ALUMINUM/MIRROR SURFACE WALL 7-6" BOF 1 MATCH EXISTING I 1/277 -ELN LIGHTING CONTROL DEVICES TYPE DESCRIPTION 7 NOTESDETAILS SENSOR TYPE ROOM CONTROLLED COMPONENTS RDW1 ROOM CONTROLLER MANUAL DIMMING SLIDER, 0-10V. EC SHALL COORDINATE MINIMUM LEVEL FOR DIMMING WITH THAT NOTED ON LUMINAIRE FIXTURE SCHEDULE 01 AUTOMATIC ON ROS1 ROOMCONTROLLER CEILING MOUNT OCCUPANCY SENSOR MINUTES SWITCHING RVS1 ROOMCONTROLLER CEILING MOUNTVACANCY SENSOR MANUAL ON AUTOMATIC OFF STAN DALONE CONTROL SYSTEMS OS1 CEILING MOUNTED, DUAL TECH, OCCUPANCY SENSOR, LINE VOLTAGE NO VD1 OSW1 WALLSWITCH MOUNT, DUAL TECH, OCCUPANCY SENSOR, SINGLE RELAY VACANCY 15 MINUTES VSW1 WALLSWITCH MOUNT, DUAL TECH, OCCUPANCY SENSOR SET TO VACANCY MODE, SINGLE RELAY SHOWN FOR REFERENCE ONLY IN THIS SET OF DOCUMENTS. ALTERNATES AND VALUE ENGINEERED LIGHTING FIXTURES AND LIGHTING CONTROLS: LIGHTING SEQUENCE OF OPERATION CONTROL SEQUENCE ON OFF SENSOR TYPE TIME OUT DIMMING DAYLIGHT HARVESTING 01 AUTOMATIC ON AUTOMATIC OFF OCCUPANCY15 MINUTES SWITCHING NO V1 MANUAL ON AUTOMATIC OFF VACANCY 15 MI NUTES SWITCHING NO VD1 MANUAL ON AUTOMATICOFF VACANCY 15 MINUTES DIMMING NO WALLSTATION 'RDW1' LOCATION. LOBBY ALL BUTTON ENGRAVINGS ARE NOTED FOR DESIGN INTENT ONLY AND SHALL BE FINALIZED WITH THE 36 BUILDING OWNER PRIOR TO PROCUREMENT. B. WALLSTATION 'RDW1' LOCATION. RECEPTION 0, NTE TYPICAL KEYPAD DETAILS GENERAL NOTES A. ALL BUTTON ENGRAVINGS ARE NOTED FOR DESIGN INTENT ONLY AND SHALL BE FINALIZED WITH THE 36 BUILDING OWNER PRIOR TO PROCUREMENT. B. ALL FACEPLATES AND BUTTON FINISHES SHALL BE PROVIDED WHITE UNLESS OTHERWISE NOTED BY THE 48 ARCHITECT/ INTERIOR DESIGNER/OWNER. FINAL APPROVAL REQUIRED PRIOR TO PROCUREMENT. 11 WALLSTATION DETAIL - /COMcheck Software Version 4.1.5.1 Interior Lighting Compliance Certificate V Project Information Energy Code: Project Title: Project Type: CD.Nh clhon Site: 11941 WEST 48TH AVE. WHEAT RIDGE, CO 80033 Allowed Interior Lighting Power 20181ECC FOOTHILLS REGIONAL HOUSING - OFFICE HEADQUARTERS Alteration Owner'Agenl: Desgner/Contrai AE DESIGN 1900 WAZEE STREET #205 DENVER, CO 80202 A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts / ft2 (B X C) 1 -Office 1066 0.79 842 Total Allowed Wass = 842 Proposed Interior Lighting Power A B C D E Fixture ID : Description; Lamp Wattage Per Lamp Ballast Lampsl # of Fixture (C X D) Fixture Fixtures Watt. Office (1066 sD.ff.l LED 1: DI/Dl EM: Other: LED 2: 32: Other: LED 4: PI: Other: LED 5: P2: Other: 9 11 99 9 4 36 1 136 136 2 24 48 Total Proposed Watts = 418 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting alteration project represented In this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 20181ECC requirements in COMcheck Version 4.1.5.1 and to comply with any applicable mandatory requirements listed in the Inspect Checklist. Moriah Trantham 'illi,„A %,hIkJM 03/10/21 Name - Title Signature Date Project Title: FOOTHILLS REGIONAL HOUSING - OFFICE HEADQUARTERS Report date: 03/1021 Data filename: ):15124.00 - Foothills Regional Housing\Ltg Calcs\5124.00 - FOOTHILLS REGIONAL HOUSING - Page lot 6 COMCHECK.cck LIGHTING FIXTURE GENERAL NOTES A. ALL FRONT OF HOUSE LED LAMPS TO BE 3000K COLOR TEMPERATURE AND A MINIMUM OF 90CRI, ION. B. ALL REFLECTOR LAMPS TO BE PROVIDED AS WIDE FLOOD DISTRIBUTION, ION. C. LUMENS LISTED ARE DELIVERED LUMENS, NOT INITIAL. D. FOR ALL SPECIFIED LUMINAIRES, THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MOUNTING HARDWARE, I ACCESSORIES, COMPONENTS, LEADER/JUMPER CABLES, WIRE FEED, CONNECTORS, END CAPS, REMOTE POWER SUPPLIES, AND ANY OTHER NECESSARY COMPONENT AS REQUIRED FOR INSTALLING A SECURE AND FULLY FUNCTIONAL SYSTEM. E. THE CONTRACTOR SHALL VERIFY THE CEILING TYPE BEFORE ORDERING LIGHT FIXTURES TO ENSURE COMPATIBILITY WITH SPECIFIED FIXTURES. NOTIFY SPECIFIER OF ANY DISCREPANCIES. F. ALL FINISH SELECTIONS SHALL BE VERIFIED BE ARCHITECT/INTERIOR DESIGNER/OWNER AS PART OF THE SUBMITTAL PROCESS. UNLESS LL OTHERWISE NOTED, EC SHALL ASSUME STANDARD LUMINAIRE FINISH OPTION FOR PRICING. G. ALL MOUNTING HEIGHTS SHALL BE VERIFIED WITH ARCHITECTURAL ELEVATIONS PRIOR TO ANY ROUGH -IN. LIGHTING FIXTURE SPECIFIC NOTES 1. EC SHALL COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECT/ OWNER PRIOR TO ROUGH -IN. 2. FIXTURE IS PART OF FUTURE XCEL ENERGY LIGHTING REBATE PROGRAM SCOPE. FIXTURE SHALL BE PROVIDED BY XCEL ENERGY AND IS SHOWN FOR REFERENCE ONLY IN THIS SET OF DOCUMENTS. ALTERNATES AND VALUE ENGINEERED LIGHTING FIXTURES AND LIGHTING CONTROLS: A CONTRACTOR RESPONSIBILITIES: 1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPATIBILITY OF ALTERNATE OR VALUE -ENGINEERED LIGHTING ALTERNATE OR VALUE -ENGINEERED LIGHTING CONTROLS, INCLUDING DIMMING COMPATIBILITY. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPATIBILITY OF ALTERNATE OR VALUE -ENGINEERED EMERGENCY LIGHTING SYSTEM WITH THE SPECIFIED, ALTERNATE OR VALUE -ENGINEERED LIGHTING CONTROLS AND FIXTURES, INCLUDING INVERTERS AND UL924 TRANSFER DEVICES REQUIRED FOR A FULLY FUNCTIONAL SYSTEM. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A LIST OF THE FOLLOWING ITEMS FOR THE SPECIFIED FIXTURE AND PROPOSED ALTERNATES OR VALUE -ENGINEERED LIGHTING FIXTURES PRIOR TO REVIEW. FAILURE TO PROVIDE REQUESTED ITEMS WILL RESULT IN ADDITIONAL WORK BILLED AT HOURLY RATES (SEE D3) : - CUTSHEETS, AND SUMMARIZED TABLE FIXTURE WATTAGE, DELIVERED LUMEN OUTPUT, DISTRIBUTION/BEAM ANGLE, COLOR TEMPERATURE (CCT), COLOR RENDERING INDEX (CRI) B PRIOR APPROVAL REQUEST TO BID: 1. THE CONTRACTOR IS REQUIRED TO CALL THE ENGINEER OF RECORD / LIGHTING DESIGNER TO REQUEST APPROVAL TO SUBMIT ALTERNATE OR VALUE -ENGINEERED LIGHTING FIXTURES AND LIGHTING CONTROL SYSTEMS. AE DESIGN'S OFFICE PHONE NUMBER IS (303) 296-3034. 2. THE CONTRACTOR IS REQUIRED TO SUBMIT PRELIMINARY SUBMITTAL DRAWINGS OF ALL ALTERNATE OR VALUE -ENGINEERED LIGHTING FIXTURES AND LIGHTING CONTROLS FOR PRIOR APPROVAL FROM THE ENGINEER OF RECORD / LIGHTING DESIGNER 10 -DAYS PRIOR TO BID DATE. SUBMITTALS RECEIVED LESS THAN 10 -DAYS PRIOR TO BID DATE WILL NOT BE CONSIDERED. 3. ALTERNATES OR VALUE -ENGINEERED LIGHTING FIXTURES OF ANY D(TERIOR LIGHTING FIXTURES ARE REQUIRED TO INCLUDE AN D(TERIOR PHOTOMETRIC PLAN SHOWING COMPLIANCE WITH THE LOCALLY ADOPTED EXTERIOR LIGHTING ORDINANCE/CODE. 4. ALTERNATES OR VALUE -ENGINEERED LIGHTING FIXTURES FOR EMERGENCY APPLICATIONS ARE REQUIRED TO MATCH OR EXCEED THE SPECIFIED LUMEN OUTPUT AND MATCH SPECIFIED DISTRIBUTION OR COMPLY WITH LIGHT LEVELS REQUIRED FOR EGRESS ILLUMINATION AS REQUIRED PER NFPA 101. SPECIFIC CONCERNS ON THE PART OF THE ENGINEER MAY RESULT IN REQUEST FOR PHOTOMETRIC CALCULATIONS TO BE PROVIDED FOR ALTERNATE OR VAULE-ENGINEERED LIGHTING FIXTURES. C BID PRICING BREAKOUT REQUIREMENTS: 1. THE CONTRACTOR IS REQUIRED TO PROVIDE SEPARATE LINE ITEMS IN THE BASE BID FOR LIGHTING FIXTURES AND LIGHTING CONTROLS. 2. THE CONTRACTOR IS REQUIRED TO CARRY THE "AS SPECIFIED” LIGHTING FIXTURES AND LIGHTING CONTROLS IN THEIR BASE BID. ALL ALTERNATE OR VALUE -ENGINEERED LIGHTING FIXTURES AND LIGHTING CONTROLS ARE TO BE INDICATED ASA NET CHANGE IN COST TO THE BASE BID. 3. THE CONTRACTOR IS REQUIRED TO PROVIDE UNIT PRICING FOR EACH "AS SPECIFIED" AND EACH ALTERNATE OR VALUE -ENGINEERED LIGHTING FIXTURE AND LIGHTING CONTROLS. LUMP SUM COST SAVINGS WILL NOT BE ACCEPTED. D SUBMITTAL REVIEW AND DOCUMENT: 1. THE CONTRACTOR IS REQUIRED TO PAY FOR ANY INCURRED HOURS REQUIRED TO UPDATE THE PERMIT/CONSTRUCTION DOCUMENTS DUE TO ALTERNATE OR VALUE -ENGINEERED LIGHTING FIXTURES AND CONTROLS BY THE ENGINEER OF RECORD/ LIGHTING DESIGNER. HOURLY RATE SHALL BE BILLED AT $135.00/HR. 2. THE CONTRACTOR IS REQUIRED TO PAY FOR ANY INCURRED HOURS TO UPDATE THE ENERGY COMPLIANCE DOCUMENTATION BY THE ENGINEER OF RECORD / LIGHTING DESIGNER. HOURLY RATE SHALL BE BILLED AT $135.00/HR. 3. THE CONTRACTOR IS REQUIRED TO PAY FOR THE ADDITIONAL HOURS REQUIRED OF THE ENGINEER OF RECORD / LIGHTING DESIGNER TO REVIEW ALTERNATE O R VALUE -ENGINEERED LIGHTING FIXTURES AND CONTROLS. HOURLY RATE SHALL BE BILLED AT $135.00/HR. CODA, r z AOG cis cill �`'/ung DNty\oc ; 0 AE DESIGN 0 E Integrated Lighting and Electrical Solutions 1900 Wazee Street #205 1 Denver, OF 80202 1303.296.3034 aedesign-inc.com Pro,ct4:5124.00 ANDERSON HALLAS 19:Z9:�tlx�ifE9 (D 1..� Co W V Co O Z 00 O j0 Q 0 N 2 0 ofQ 0ZL Q 0 W rn N V � NLU N > W C/) L C) J JNT 00 !n I LL O � 0 0 0 LL r 715 FOURTEENTH STREET GOLDEN, COLORADO 80.401 P'. (303) 2784378 F'. (303) 278 0521 COPYRIGHT 2021 ANY UNAUTHORIZED USE OF THESE DOCUMENTS Is PDO BLED WITHOUT THE WRITTEN CONSENT OF ANDERSON HALLAS ARCHPECTS, P.C. Project Number 2020680 Issue CONSTRUCTION DOCUMENTS Date 03 122021 Drawn by MLT, BYE Checked by Bii ELECTRICAL LIGHTING SCHEDULES E8.0 City of Wheat Ridge Actively Licensed Exempt Organizations as of April 1, 2019 Business Name ALPINE VALLEY SCHOOL ANGELS WITH PAWS, THRIFT STORE APPLEWOOD BAPTIST CHURCH ARAPAHOE HOUSE, INC. ATONEMENT LUTHERAN CHURCH BLUE MTN WATER DISTRICT CALVARY TEMPLE CHRISTIAN CHURCH COLO CONGRESS OF PTA COLORADO ACTS COLORADO CARVERS CLUB COLORADO GOLDEN GLOVES CHARITIES COLORADO NONPROFIT DEVELOPMENT COLORADO SNOWSPORTS MUSEUM AND HALL OF FAME CONSOLIDATED MUTUAL WATER CO. COVENANT PRESBYTERIAN CHURCH CROSSROADS CHURCH DENVER DARE 2 SHARE MINISTRIES DAVID CLIFTON MINISTRIES, INC DENVER BIBLE CHURCH DENVER DOWNTOWN FARMERS MARKET ASSOCIATION DENVER WATER DEPARTMENT DEVELOPMENTAL DISABILITIES RES Address 4501 Parfet St 2540 Youngfeld St 11200 W 32nd Ave 8801 Lipan St 6281 W Yale Ave 9017 Ute Dr 7390 W 38th Ave 7859 W 38th Ave 11455 N 170 Service Rd PO BOX 19171 6161 W 44th Ave 6310 W 29th Ave 13401 W 43rd Dr Ste 9 12700 W 27th Ave 6100 W 44th Ave 9901 W 50th Ave 4850 Ward Rd Suite 201 9170 W 44th Ave PO BOX 583 2269 Wingler PI 1600 W 12th Ave 11177 W 8th Ave Ste 300 EARLY CHILDHOOD COUNCIL LEADERSHIP ALLIANCE 4891 Independence St Suite 140 EXPLORE & DISCOVER 6310 W 29th Ave FAMILY TREE INC 3805 Marshall St Ste 200 FEEL THE BEAT CORP 5451 W 32nd Ave FOUNDERS AND FRIENDS OF TWO POO PONDS NATIONAL WILDLIFE REFUGE 9525 W 77th Dr FRUITDALE BAPTIST CHURCH 10555 W 44th Ave FRUITDALE SANITATION DIST. FRUITDALE SCHOOL PROPERTY GEORGETOWN TRUST HARVEST CHRISTIAN COMMUNITY HEALING WATERS FAMILY CENTER HIGHLAND SOUTH INC. ILLUMINATE COLORADO JEFFERSON COUNTY HOUSING AUTHORITY JEFFERSON COUNTY LIBRARY FOUNDATION WR KINJO AIKIDO DOJO LILY GRACE FOUNDATION METRO COMMUNITY PROVIDER NETWORK, INC. MOUNTAIN VISTA HEALTH CTR NORTHWEST LAKEWOOD SANITATION DISTRICT PETS 4 PEOPLE SENIORS' RESOURCE CENTER INC. STS PETER AND PAUL SUPPORT OUR TROOPS RIBBONS INC THE BLUE BENCH THE CARNATION FESTIVAL INC. TRINITY BAPTIST CHURCH OF DENVER UNIVERSITY OF DENVER UPLIFT INTERNATIONALE VALLEY WATER DISTRICT WHEAT RIDGE 2020 WHEAT RIDGE HISTORICAL SOCIETY WHEAT RIDGE LUTHERAN CHURCH WHEAT RIDGE PRESBYTERIAN CHURCH WHEAT RIDGE SANITATION DISTRICT WHEAT RIDGE UNITED METHODIST CHURCH WHEAT RIDGE WATER DISTRICT WIDE HORIZON INC XAVIER JESUIT CENTER 4990 Miller St 2120 Bluebell Ave 1491 Argentine St 7125 W 44th Ave 6475 W 29th Ave 6340 W 38th Ave Apt 100 1530 W 13th Ave Ste 118 7490 W 45th Ave 10790 W 50th Ave Unit 200 7047 W 38th Av 3000 Youngfield St Ste 159 3701 S Broadway 4800 Tabor St 141 Union Blvd Ste 150 10128 W 52nd PI Unit 1-208 3227 Chase St 3900 Pierce St 4785 Dover St PO BOX 18951 PO BOX 1511 4490 Newland St 2199 S University Blvd 4800 S Upham Ct 12101 W 52nd Ave 4251 Kiplin PO BOX 1833 8600 W 38th Ave 9180 W 38th Ave PO BOX 288 7530 W 38th Ave PO BOX 37 8900 W 38th Ave 3450 W 53rd Ave City State Zip Wheat Ridge, CO 80033 Lakewood, CO 80215 Wheat Ridge, CO 80033 Thornton, CO 80260 Lakewood, CO 80227 Golden, CO 80403 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Denver, CO 80219 Wheat Ridge, CO 80033 Wheat Ridge, CO 80214 Golden, CO 80403 Lakewood, CO 80215 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Arvada, CO 80001 Brighton, CO 80601 Denver, CO 80204 Lakewood, CO 80215 Wheat Ridge, CO 80033 Wheat Ridge, CO 80214 Wheat Ridge, CO 80033 Wheat Ridge, CO 80212 Arvada, CO 80005 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Boulder, CO 80302 Georgetown, CO 80444 Wheat Ridge, CO 80033 Wheat Ridge, CO 80214 Wheat Ridge, CO 80033 Denver, CO 80204 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Englewood, CO 80113 Wheat Ridge, CO 80033 Lakewood, CO 80228 Wheat Ridge, CO 80033 Wheat Ridge, CO 80212 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Denver, CO 80218 Wheat Ridge, CO 80034 Wheat Ridge, CO 80033 Denver, CO 80210 Littleton, CO 80123 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Wheat Ridge, CO 80034 Wheat Ridge, CO 80033 Wheat Ridge, CO 80033 Wheat Ridge, CO 80034 Wheat Ridge, CO 80033 Wheat Ridge, CO 80034 Wheat Ridge, CO 80033 Denver, CO 80221 JL City of Wheatl _ge COMMUNITY DEVELOPMENT Building & Inspection Services 7500 W. 29th Ave., Wheat Ridge, CO 80033 Office: 303-235-2855 * Fax 303-237-8929 Inspection Line: 303-2345933 Email: permits(3ci.wheatridge.co.us FOR OFFICE USE ONLY Date: PlaniPermit # 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: 11941 W. 48th Ave (1-70 Frontage Rd. N) Wheat Ridge, CO 80033 Property Owner (please hnt : Jefferson County Housing Authority Phone:303.403.5425 Property Owner Email: zguerin@foothillsrh.org Tenant Name (Commercial Projects Only) Owner Occupied Property Owner Mailing Address: (if different than property address) City, State, Zip: Architect/Engineer: Anderson Hallas Architects Architect/Engineer E-mail: brookeschubert@andarch.com Phone: 303.952.8953 Contractor Name: Edman Builders LLC - Chuck Pelon City of Wheat Ridge License #: 210058 Phone: (970) 999-2032 Contractor E-mail Address: chuck@edmanbuilders.com For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Zachary Guerin Phone: 720-878-5749 CONTACT EMAIL(please print): zguerin@foothillsrh.org Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form): Electrical: MCBRIDE Lighting INC Plumbing: Braconier Plumbing Mechanical: Copper W.R. City License#16393.1 WR. City License#020998 W.R. City License# 202713 Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all highlighted fields. OCOM MERCIAL ❑ 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. The existing 13,792 SF 2 -story with basement office B occupancy building is undergoing a tenant improvement within the existing footprint and with no change of occupancy. An accessible route from the parking area is being added for exterior improvements. On the interior, restrooms are being remodeled to provide (3) accessible single -user toilets on Level 1 only, lobby stair and entry vestibule reconfiguration, reception desk remodel, minimal office reconfiguration on Level 1 and Level 2, Break Areas added with microwave, sinks, and mini -fridges on Level 1 and 2, and a kitchen remodel in the basement staff lounge area (no stove). Remodeled areas on all three levels include approximately 4,745 SF. Finish upgrades include new paint and flooring throughout. Mechanical, plumbing and electrical work include reconnectina the VAV boxes and HVAC to remodeled areas. Sq. Ft./LF Amps NA Squares NA BTUs Gallons NA For Solar: _ NA Kw NA __# of Panels NA Requires Structural For Commercial Projects Only: Occupancy Type: B Construction Type: V -B Occupancy Load: 150 Square Footage: 13,792 SF Project Value: (Contract value or the cost of all materials and labor included in the entire project) s 280,000.00 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. CIRCLEONE. (OWNER) ONTRACTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR) Signature (first and last name):��YLGP/LLiL �: 04/22/2021 Printed Name: Zachary Guerin, COO ZONING COMMMENTS: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: DEPARTMENT USE ONLY OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Building Division Valuation: DR 0160 (07103) COLORADO DEPARTMENT OF REVENUE DENVER Co 80261-0013 CERTIFICATE OF EXEMPTION FOR COLORADO STATE SALES/USE TAX ONLY THIS LICENSE IS NOT TRANSFERABLE USE ACCOUNT allrefere NUMBER LIABILITY INFORMATION ISSUE DATE 98-02448-0000 11 124 N 120179 APR 14 2005 i 7490 W 45TH AVE WHEAT RIDGE CO JEFFERSON COUNTY HOUSING AUTHORITY JEFFERSON COUNTY HOUSING AUTHORITY 7490 W 45TH AVE, WHEAT RIDGE CO 80033-3461 Executive Director Department of Revenue NEW AUTOMATED SERVICES FOR AND ABOUT BUSINESSES The Colorado Department of Revenue Sales Tax Information System provides the following automated services: • Colorado Sales Tax Rates — find specific city, county and special district rates. * Verification of Sales Tax License Exemption Numbers — determine whether a Colorado sales tax license or exemption certificate is valid. * Tax Rates by Account Number — find sales tax rates and locations for specific sales tax accounts. These services make it possible for taxpayers to help themselves to information 24 hours a day — without requiring the assistance of a customer service representative. In this way, more complicated or confidential tax information inquiries can be reserved for speaking to a live agent. Listen and look for these services on the department's business tax information phone line at 303-238—FAST (3 278) for specific account information, 303-238—SERV (7378) for general information or the DOR Web site at www-taxco/orado-com Web users can try the new system online at www.taxview_state_co_us We are interested in your comments about the system. You can send us an e—mail with your comments through our Department of Revenue Web site. City Of Wheat�idge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Electrical Subcontractor This form must be completed & signed by the ELECTRICAL SUBCONTRACTOR performing electrical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: General Contractor: FORM WILL NOT BE ACCEPTED WITH MISSING INFORMATION Company Name:mwdr, 110 -hod, nd nG Contact Phone #: 303 - Wheat Ridge Contractor License #: O� Qj2 (required field) State License #: 4.4q ®�p Master License #:_ a (p= Printe Name of Akorize! Agent S Signature fAnthorized Agent 4 2D ZDz,i Date 10 3/13/2021 Permit Application I ®MObileEyes Contractor Permit Portal Need Help? L lM1l LIX6 A SAF!! WORLD User Options Welcome back Edman Builders LLC (foothills regional housing) F Offate Account Tyler Privacy Policy Applications City/Dept.: Arvada Fire Protection District V plication 0 Just My Jobs (0 All Jobs for my company Address: Street: Status: *All OUnsubmitted OSubmitted OReturned Address E Shell 941 West 48TH Avenue Beat Ridge, CO 80033 Occupant: Job Type: V Search Clear Filters Job Type Status Tenant _ Finish/Remodel Submitted 3/12/2021 6:49:19 PM Active Jobs 0 Just My Jobs All Jobs for my company Address: Occupant: Street: Job #: Schedule Status: Search Scheduled OUnscheduled Clear Filters Job Type / # Status nq Invoices 0 All Address Schedul No matches Completed/Canceled Jobs 0 Just My Jobs 0 All Jobs for my company Address: Occupant: Street: Job #: Status: I https://www.mobile-eyes.com/PA_Index.asp 1/2 3/13/2021 Permit Application ®MobileEyes Contractor Permit Portal Need Help? ENABLING A SAF!! WORLD Address Job Type /# Status Invoices No matches IV https://www.mobile-eyes.com/PA_Index.asp 2/2 4'� City of '� Wheatjdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Plumbing Subcontractor This form must be completed & signed by the PLUMBING SUBCONTRACTOR performing plumbing work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 11941 W 48th Ave. Wheatridge CO 80033 General Contractor: Company Name: Braconier Plumbing and Heating Contact Phone#:303-777-3037 Wheat Ridge Contractor License #:920998 (required field) State License #: PC. 0000601 Master License#: MP.00180442 Chris Watts Printed Name of Authorized Agent 0464 4/21/21 Signature of Authorized Agent Date 4'� City of '� Wheatjdge COMMUNITY DEVELOPMENT SUBCONTRACTOR AUTHORIZATION FORM Mechanical Subcontractor This form must be completed & signed by the MECHANICAL SUBCONTRACTOR performing mechanical work on site. Subcontractor's insurance and license must be up to date prior to permit issuance. Project Address: 119411-70 Frontage Rd. N, Wheat Ridge, CO 80033 General Contractor: Edman Builders Company Name: Copper Mechanical Contact Phone#:720-799-6537 Wheat Ridge Contractor License #: 202173 (required field) Darla Scott Printed Name of Authorized Agent Signature of Authorized Agent From: Amy Case To: Zachary Guerin; Lee Webb Subject: wheat ride use tax exemption Date: Monday, April 19, 20213:07:57 PM Attachments: imaae001.Dno So their city code should explicitly list us now as exempt and they have processed use tax refunds this year accordingly. Amy Case Chief Financial Officer Foothills Regional Housing/Jeffco Housing Corporation 303-403-5442 Colorado Relay 711 Please note update:acase@foothillsrh.org New Name, Same JCHA FOOTHILLS Regional Housing From: Mark Calvin <mcolvin@ci.wheatridge.co.us> Sent: Tuesday, February 9, 2021 11:08 AM To: Aaron Kloke <akloke@foothillsrh.org> Cc: Amy Case <acase@foothillsrh.org>; Randy Slusser <rslusser@ci.wheatridge.co.us>; Mark Calvin <mcolvin@ci.wheatridge.co.us> Subject: Foothills Regional Housing - Permit 202001490 Aaron Good morning. You may have already heard but the City of Wheat Ridge City Council met last night and approved modifying the use tax exemption language of our code. Accordingly, we are happy to now process the 2020 refund requests (see attached). I understand that you very recently applied for and were granted permit # 202001490 and paid use tax at that time. If you would, please prepare a refund request similar to the one's attached. Once I get the newest one, I'll bundle all four together and submit for processing. If we can get it done on a timely basis, I could get a check to you as early as 2-16-21. Otherwise, our next check cycle is 2-28-21. Let me know if you have questions. Regards, Mark Colvin nanceger ear enue Wheat Ridge, Colorado Soo 33 Office Phone: SIDS 235 Fell a%ww SwM1®M wtlre to u Wli'e"atR�lge AUM]N I$TMTIVE $E0.VICEE CON FIDENTINALITY NOTICE e -red our ... C brome,crodd.wal 1 11 a I and farina USE Of ue mmcnni or 5366 Godding Hollow Parkway 504 EARTH ENERGY ENVIRONMENT (E3) Local 30,0080922 Local: 303.478-0922 Industrial Hygiene and Environmental Engineering February 23, 2021 Arrah Gallagher, M. ed Portfolio Improvement Manager Foothills Regional Housing 7490 W 45th Ave Wheat Ridge, CO 80033 Subject: Asbestos Sampling Results — 11941 W. 40' Avenue, Wheat Ridge, CO 80033 To Whom It May Concern: On February 23, 2021, an Industrial Hygienist with Earth Energy Environment (E3) performed an inspection and asbestos sampling at 11941 W. 48b Avenue, Wheat Ridge, CO 80033. E3 was retained by the property representative to determine if the materials scheduled for renovation within the property contain asbestos. SURVEY METHODOLOGY An industrial hygienist from E3 conducted the sampling. Materials were grouped into homogeneous sampling areas based on the material type. Among the interior building materials, four (4) distinct homogeneous area within the property was identified and sampled. No other building materials were sampled. Homogeneous Material Classifications • A preliminary walk through of the buildings was conducted to determine areas of materials which were visually similar in color, texture, general appearance, and which appeared to have been installed at the same time. Such materials have been termed "homogeneous materials" by the EPA. During this walk through, the approximate locations of these homogeneous materials were noted. • Following the EPA inspection protocol, each identified suspect homogeneous material was placed in one of the following EPA classifications: o Surfacing Materials — Sprayed or troweled on surfaces (walls, ceilings, structural members) for acoustical, decorative, or fireproofing purposes. This includes plaster and fireproofing insulation. o Miscellaneous Materials — Other non -friable products and materials such as floor tile and ceiling tile. o Thermal System Insulation — Insulation used to inhibit heat transfer or prevent condensation on pipes, boilers, tanks, ducts, and various other components of hot and cold -water systems and heating, ventilation, and air conditioning (VAC.) systems. This includes pipe lagging, pipe wrap, block, batt, blanket insulation, cements, muds, gaskets and ropes. (These materials were not sampled as part of the survey.) Friability Classifications Friable and non -friable ACM's are defined as follows: • Friable asbestos -containing material: any material containing more than 1% asbestos, determined using PLM analysis, that when dry, can be crumbled, pulverized, or reduced to powder by hand pressure. • Category I nonfriable asbestos -containing material: asbestos -containing resilient floor covering, mastic or asphalt roofing product containing more than 1% asbestos as determined using PLM. • Category lI nonfriable asbestos -containing material: any material, excluding Category I non -friable ACM, containing more than 1% asbestos as determined using PLM that, when dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure. • Regulated asbestos -containing material (RAC1V1): (1) friable ACM, (2) Category I nonfriable ACM That has become friable, (3) Category I nonfriable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading, or (4) Category II nonfriable ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to powder by the forces expected to act on the materials in the course of demolition or renovation operations. Sampling and Laboratory Analysis Bulk samples were collected by using various sampling tools (cutting tools, knives and chisels) to cut away or scrape portions of suspect building materials into zip -sealed plastic bags or sampling tubes. The individual samples were labeled by material type and location. Samples were analyzed by Reservoirs Environmental Laboratory located in Denver, CO. The laboratory maintains accreditations through the American Industrial Hygiene Association (AIHA), and National Voluntary Laboratory Accreditation Program (NVLAP). The analysis performed was EPA Method 600/R-93/116. INSPECTION RESULTS E3 collected at least the minimum number of samples from each homogeneous area necessary to meet all regulatory requirements for the quantity of material to be disturbed. Table 1 provides a summary of the homogenous areas. Table 1. Homogeneous and Functional Sampling Areas. The laboratory separated and analyzed individual layers within each sample, if present. According to the laboratory analysis of the materials sampled, asbestos was not detected in the interior wall materials that were sampled. Material Physical Classification Samples A Material Type Description P tion Collected A Beige/white paint w/ Basement Wall white compound Surfacing 1 Walls System Materials 3 B White/tan drywall A Green paint w/ white First Floor Wall compound comp Surfacing Walls System Materials 3 B White/tan drywall A White compound Second Floor Wall B White compound w/ off Surfacing 3 Entry Walls System White paint Materials 3 C Gray/tan drywall A Yellow fibrous woven material 4 Second Floor Wall B White compound w/ off Surfacing 3 Pink Walls System white/multi-colored paint Materials C Gray/tan drywall The laboratory separated and analyzed individual layers within each sample, if present. According to the laboratory analysis of the materials sampled, asbestos was not detected in the interior wall materials that were sampled. CONCLUSIONS AND RECOMMENDATIONS According to the laboratory analysis of select interior building materials, asbestos was not detected in the wall materials that were sampled. The Colorado Department of Public Health and the Environment requires any asbestos -containing material that is friable or will be made friable during demolition/renovation activities be removed prior to demolition or renovation. Any potential asbestos containing materials identified in the future or during demolition that were not sampled in this, or any other previous survey, should be tested for asbestos content or assumed to contain asbestos before being disturbed. If you have questions or require additional information, please contact me at (303) 902-5851. Sincerely, Eli Willden Certified Building Inspector No. 20139 Attachment A Laboratory Testing Results Reservoirs Environmental, Inc Effective October 09, 2020 Reservoirs Environmental QA Manual Q:\QAQC\Lab\Reservoirs Environmental QA Manual.pdf REI LAB Reservoirs Environmental, lnc_ February 24, 2021 Eli Wllden Earth Energy and Environment Corp. P.O. Box 348 Frederick CO 80530 Dear Eli, Subcontractor Number: Laboratory Report: Project #/P.O. #: Project Description RES 486654-1 11941 W. 48th avenue, Wheat Ridge, CO 80033 None Given Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and Environmental matrices by the National Voluntary Laboratory Accreditation Program (NVLAP), Lab Code 101896-0 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The analysis has been completed in general accordance with the appropriate methodology as stated in the attached analysis table. The results have been submitted to your office. RES 486654-1 is the job number assigned to this study. This report is considered highly confidential and the sole property of the customer. Reservoirs Environmental, Inc. will not discuss any part of this study with personnel other than those of the client. The results described in this report only apply to the samples analyzed. This report must not be used to claim endorsement of products or analytical results by NVLAP or any agency of the U.S. Government. This report shall not be reproduced except in full, without written approval from Reservoirs Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feel free to call 303-964-1986. Sincerely, by Jesse Lewis Jeanne Spencer President (303) 9641986 5801 Logan St, Suite 100, Denver, CO 80216 -.reilab.com (866) RESI-ENV https://clients.reilab.com Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 486654-1 Client: Earth Energy and Environment Corp. Client Project Number/ P.O.: 11941 W. 48th avenue, Wheat Ridge, CO 80033 Client Project Description: None Given Date Samples Received: February 23, 2021 Effective October9, 2020 Q AGAGCALabAReservoirs Environmental GA Manual.. eat Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Rush TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: February 24, 2021 Client L Asbestos Conten Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R N M (%) (%) Basement Wall - 1 A White compound w/ beige/white paint 15 ND 0 100 B White/tan drywall 85 ND 25 75 Basement Wall - 2 A Beige/white paint w/ white compound 10 ND 0 100 B White/tan drywall 90 ND 20 80 Basement Wall - 3 A Beige/white paint w/ white compound 12 ND 0 100 B White/tan drywall 88 ND 20 80 First floor Walls - 1 A White compound w/ gray paint 15 ND 0 100 B White/tan drywall 85 ND 20 80 First floor Walls - 2 A Green paint w/ white compound 12 ND 0 100 B White/tan drywall 88 ND 20 80 First floor Walls - 3 A White compound w/ white paint 20 ND 0 100 B Pink/tan drywall 80 ND 20 80 Second floor Entry walls - 1 A White compound w/ white paint 20 ND 0 100 B Gray/tan drywall 80 ND 25 75 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-477-4275 wwwreilab. com Pagel of2 Reservoirs Environmental, Inc. Reservoirs Environmental GAManual iso: N!ZAT161IZilanWI :IQ 011LVA ia0111Mai01Lei NVLAP Lab Code 101896-0 TABLE: PLM BULK ANALYSIS, PERCENTAGE COMPOSITION BY VOLUME RES Job Number: RES 486654-1 Client: Earth Energy and Environment Corp. Client Project Number/ P.O.: 11941 W. 48th avenue, Wheat Ridge, CO 80033 Client Project Description: None Given Date Samples Received: February 23, 2021 Effective October9, 2020 Q AGAGCALabAReservoirs Environmental GA Manual.. eat Method: EPA 6001R-931116 - Short Report, Bulk ND=None Detected Turnaround: Rush TR=Trace, <1% Visual Estimate Trem/Act=Tremolite/Actinolite Date Samples Analyzed: February 24, 2021 Client L Asbestos Conten Non Non - Sample A Sub Asbestos Fibrous Number Y Physical Part Mineral Visual Fibrous Components E Description Estimate Components R N M (%) (%) Second floor Entry walls - 2 A White compound w/ dark gray paint 18 ND 0 100 B Pink/tan drywall 82 ND 30 70 Second floor Entry walls - 3 A White compound 15 ND 0 100 B White compound w/ off white paint 20 ND 0 100 C Gray/tan drywall 65 ND 20 80 Second floor Pink walls - 1 A Gray/white paint w/ white compound 18 ND 0 100 B Gray/tan drywall 82 ND 25 75 Second floor Pink walls - 2 A Off white paint w/ white compound 20 ND 0 100 B Gray/tan drywall 80 ND 25 75 Second floor Pink walls - 3 A Yellow fibrous woven material 10 ND 95 5 B White compound w/ off white/multi-colored paint 17 ND 0 100 C Gray/tan drywall 73 ND 25 75 TEM Analysis recommended for organically bound material (i.e. floor tile) if PLM results are <1%. Jesse Lewis Analyst / Data QA P'. 303-964-1986 5801 Logan Street, Suite 100, Denver, CO 80216 1-866-RESI{NV F. 303-477-4275 wwwreilab. com Page 2 of Reservoirs Environmental, Inc Reservoirs Environmental QAManual REI LAB Reservoirs En virvnmen to/, /nc. Effective October 09, 2020 Q:\QAQC\Lab\Reservoirs Environmental QA Manual.pdf RES Job #: 486654 SUBMITTED BY INVOICE TO CONTACT INFORMATION SERIES Company: Earth Energy and Environment Corp. .................................................................................................................................................................................................................................................. Company: Earth Energy and Environment Corp. Contact: Eli Willden ......................................................................................................................... -1 PLM Rush *NO VERBALS* Address: P.O. Box 348 .................................................................................................................................................................................................................................................. Address: P.O. Box 348 Phone: (303) 902-5851 ......................................................................................................................... .................................................................................................................................................................................................................................................. Fax: ......................................................................................................................... A Frederick, CO 80530 Frederick, CO 80530 Cell: B Project Number and/or P.O. #: 11941 W. 48th avenue, Wheat Ridge, CO 80033 1 Final Data Deliverable Email Address: ................................................................................................................................................................................................................................................ Project Description/Location: None Given eli@e3c-usa.com (+ 3 ADDNL. CONTACTS) a + L € o ' ° : ASBESTOS LABORATORY HOURS: Weekdays: 7am - 7pm & Sat. 8am - 5pm REQUESTED ANALYSIS VALID MATRIX CODES LAB NOTES PLM / PCM / TEM DTL IRUSH PRIORITY STANDARD Air = A Bulk = B a + L € o ' ° : +_ o a d € € s J o M O N a .'F ^ '• € € �z € � � ............................................ Dust ............................................ Paint Surface = D P = SU ................................... ................................... ¢ Food = Soil Swab = F S SW CHEMISTRY LABORATORY HOURS: Weekdays: 8am - 5pm Dust RUSH PRIORITY STANDARD E a E E o 0a 0 3 ........................................ Tape = T ....................................... Wipe = W *PRIOR NOTICE REQUIRED FOR SAME DAY TAT Metals RUSH PRIORITY STANDARD O �' a € °..........................................^"""""""" cn E z v E " ° o Drinkin Water = g """""""""" DW a . i c M := i = — a: - o z: — i i _ ci } ° 3 ° - ................................................................................ Waste Water = WW Organics* SAME DAY RUSH PRIORITY STANDARD `o o f Z o m co > - < ° > _ i i �E m a� o _ � 0 � : Y o o E a ` o �:co Q cni � e , 0 2 a **ASTM E1792 approved wipe media ...... only** MICROBIOLOGY LABORATORY HOURS: Weekdays: 8am - 5pm Viable Analysis** PRIORITY STANDARD g � � + 45a ��2 � U : U a ��a � � a —TAT DEPENDENT ON SPEED OF MICROBIAL GROWTH Q a m m a w E 5 O L � Z w 5-0 'o ° E E m E �'• o o C- Medical Device Analysis RUSH STANDARD w _ } t : _ :: a .° ro - ,2:: a a O �o� O w O off: Q: �U._Q C': .o o Oe J m o L w: m E E �� � �: E� .o Mold Analysis RUSH PRIORITY STANDARD o T N Q W Co °' _ � a: = o -2 m o a N **Turnaround times establish a laboratory priority, subject to laboratory volume and are not o 0 �, d o € guaranteed. Additional fees apply for afterhours, weekends and holidays." a Q � w _: U € F J o 0 Q J o .� o D w o a: 0: a _ M w'• ` o w€ o E Q '� ° Laborato Analysis Laboratory Y Special Instructions: a a F U : o ° 0 o ° _ 2 J N F-: W U U W: Q r E J x ° '5 ° o E ° t Instructions Client Sample ID Number (Sample I D's must be unique) ASBESTOS CHEMISTRY MICROBIOLOGY 1 Basement Wall - 1 . . XB ..............¢......¢......¢.................. . . X ..............¢......¢......¢.................. . . X ..............¢......¢......¢.................. . . X ..............¢......¢......¢.................. . . X ..............¢......¢......¢.................. . . X ..............¢.............¢.................. . . X ..............¢.............¢.................. . . X ..............¢.............¢.................. . . X ..............¢......¢......¢.................. . . XB ..............¢......¢......¢.................. X ..............¢...... X . . . . . ......¢......................¢....... . . . . . ......¢......................¢............... . . . . . ......¢......................¢....... . . . . . ......¢......................¢....... . . . . . ......¢......................¢............... . . . . . ............................................. . . . . . ......¢......................¢............... . . . . . ......¢......................¢............... . . . . . ............................................. . . . . . ......¢......................¢................ ¢...... ¢.................. 4 ....... ....................... ........ . ¢....... . . ¢....... . ¢....... . . . . . . ........ . ....................... . .................................................................................................................................... . ...........¢..........................¢.......................¢............ . ........................................................................... . ........................................................................... . ............................................................................ . ......................................¢.......................................................................................... . ......................................¢.................................... . ............................................................................................................................... . ............. ............ ...........¢................................................................................................................... . ¢.......................... . B . B . B . B . B . B . B . B . ............... B B . . . . . . . . . . ............ . ¢...........¢................................................................ . . . . . . . . . ............ . . . . . . . . . . ............ . PROG(A) . PROG(A) . PROG(A) . .................................................... PROG(B) . .................................................... PROG(B) . .................................................... PROG(B) . .................................................... PROG(C) . PROG(C) . .................................................... PROG(C) . PROG(D) .................................................... PROG(D) PROG(D) 2 Basement Wall - 2 3 Basement Wall - 3 4 First floor Walls - 1 5 First floor Walls - 2 6 First floor Walls - 3 7 Second floor Entry walls - 1 8 Second floor Entry walls - 2 9 Second floor Entry walls - 3 10 Second floor Pink walls - 1 11 Second floor Pink walls - 2 12 Second floor Pink walls - 3 REI will analyze incoming samples based on information received and will not be responsible for errors or omissions in calculations resulting from the inaccuracy of original data. By signing, client/company representative agrees that submission of the following samples for requested analysis as indicated on this Chain of Custody shall consitute analytical services agreement with payment terms of NET 30 days. Failure to comply with payment terms may result in a 1.5% monthly interest surcharge. Y relinquished By: _' Sam Zalesky Date/Time: 02/23/2021 13:37:58 Sample Condition: Acceptable received By: vvu � Marian Banker Date/Time: 02/23/2021 13:41:55 Carrier: Hand (303) 964-1986 5801 Logan St, Suite 100, Denver, C080216 vwvw.reilab.com (866) RESI-ENV Page 1 of 1 https:Hclients.reilab.com From: no-reolv(alci.wheatridae.m. us To: CommDev Farm is Subject: Online Form Submittal: Commercial Interior Remodel/Tenant Finish Date: Saturday, March 13, 20218: 19:56 AM Commercial Interior Remodel/Tenant Finish Application for Commercial Remodel/Tenant Finish This application is for Commercial Remodels and Tenant Finishes. Do not being work until the permit has been issued to the General Contractor. Required to Submit Proof of Submission to Fire Department Proof of Submission to Proof of Submission Arvada Fire.Ddf Fire Department Begin Application PROPERTY INFORMATION Property Address 111941 W 48th Ave Property Owner Name Jefferson County Housing Authority d.b.a. Foothills Regional Housing Property Owner Phone Number (enter WITH dashes, eg 303-123- 4567) 720-878-5749 Property Owner Email zguerin@foothillsrh.org Address Attach City of Wheat Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" Electronic-Payment-Form-Blda sianed.odf APPLICANT INFORMATION Contact Name of Zachary Guerin Person Submitting Application What is your role in the Property Owner project? Contact Phone Number 720-878-5749 (enter WITH dashes, eg 303-123-4567) Contact Email Address zguerin@foothillsrh.org for Plan Review Questions Retype Contact Email zguerin@foothillsrh.org Address 01:K161zi191[*]0N]&TO(63N21 Is this for a new No tenant? Business Name of Owner Occupied Tenant Detailed Scope of The existing 13,792 SF 2 -story with basement office B Work - Provide a occupancy building is undergoing a tenant improvement within detailed description of the existing footprint and with no change of occupancy. An work including accessible route from the parking area is being added for exterior mechanical, electrical, improvements. On the interior, restrooms are being remodeled to plumbing work provide (3) accessible single -user toilets on Level 1 only, lobby stair and entry vestibule reconfiguration, reception desk remodel, occurring, minimal office reconfiguration on Level 1 and Level 2, Break adding/removing walls, Areas added with microwave, sinks, and mini -fridges on Level 1 etc and 2, and a kitchen remodel in the basement staff lounge area (no stove). Remodeled areas on all three levels include approximately 4,745 SF. Finish upgrades include new paint and flooring throughout. Mechanical, plumbing and electrical work include reconnecting the VAV boxes and HVAC to remodeled areas. Location of Work Lobby, 6 Offices, Bathrooms, Staff Lounge Square Footage Area 4,745 of Work Being Performed Asbestos Report - if E3C - PLM Samplina Report - 11941 W. 48th Avenue Wheat applicable Ridae CO 80033.odf Construction Plans FRH-OfficeTl 11941 W 48th Ave Drawinas.pdf scanned on 11'x17" or larger Project Value (contract 280,000.00 App. K.M. 4/13/21 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Zachary Guerin Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge E -Res. Water Heater Replcmnt PERMIT - 202100446 PERMIT NO: 202100446 ISSUED: 03/08/2021 JOB ADDRESS: 11941 W I-70 Frontage Rd N EXPIRES: 03/08/2022 JOB DESCRIPTION: Replacing 50 gallon electric water heater in basement. *** CONTACTS *** OWNER (303)422-8600 FOOTHILLS REGIONAL HOUSING SUB (720)799-0563 DARLA SCOTT 202173 COPPER MECHANICAL LLC *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31700.00 FEES Hot Water Heater 40.00 Total Valuation 0.00 Use Tax 77.70 ** TOTAL ** 117.70 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. 1* � � i City of Wheat Ridge E -Res. Water Heater Replcmnt PERMIT - 202100446 PERMIT NO: 202100446 ISSUED: 03/08/2021 JOB ADDRESS: 11941 W I-70 Frontage Rd N EXPIRES: 03/08/2022 JOB DESCRIPTION: Replacing 50 gallon electric water heater in basement. 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This.permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 03/08/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Perm is Subject: Online Form Submittal: Water Heater Replacement Permit Application Date: Monday, March 8, 20218:57:41 AM Water Heater Replacement Permit Application This application is exclusively for RESIDENTIAL REPLACEMENT WATER HEATERS - LIKE FOR LIKE ONLY. YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for a Yes replacement water heater like for like? PROPERTY INFORMATION Property Address 11941 W 48th Ave Wheat Ridge CO Property Owner Name Foothills Regional Housing Property Owner Phone 303-422-8600 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email info@coppermechanicals.com Address (Leave blank if not known) Attach City of Wheat Wheat Ridae Electronic Payment Form - Revised 5-1-20 Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business Copper Mechanical LLC Name Contractor's License 202173 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone Number (enter WITH dashes, eg 303-123- 4567) Contractor Email Address Retype Contractor Email Address DESCRIPTION OF WORK Number of gallons r`z81106>ra81.71-91 darla@coppermechanicals.com darla@coppermechanicals.com 1.9181 Is the water heater Electric GAS or ELECTRIC? If GAS, enter # of 0 BTUs. If electric, enter n/a Where is the water Basement heater located (for example, basement, crawlspace, etc)? Project Value (contract 3700 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Darla Scott Permit Email not displaying correctly? View it in your browser. � ► � i City of Wheat Ridge E -Res. Electrical Service PERMIT - 202100409 PERMIT NO: 202100409 ISSUED: 03/02/2021 JOB ADDRESS: 11941 W I-70 Frontage Rd N Suite 200 EXPIRES: 03/02/2022 JOB DESCRIPTION: Electrical upgrade, removing and replacing 7 wall packs with full cut off wall packs. Add one 1OW wall pack. Remove and cap 9 exterior goose neck fixtures, 10.87 AMPS. *** CONTACTS *** OWNER (303)996-1903 TABOR STREET REALTY VENTURE, L SUB (303)778-8787 DENA BLACKNEY 018270 MCBRIDE LIGHTING & ELECTRICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 91335.74 FEES Total Valuation 0.00 Use Tax 196.05 Permit Fee 204.30 ** TOTAL ** 400.35 *** COMMENTS *** *** CONDITIONS *** Both the front and back of this permit are required to be posted on the job site at all times. If the complete permit is not present, inspections WILL NOT be performed. Work shall comply with 2018 IRC & 2020 NEC. Smoke alarms shall comply with 2018 IRC Section 134. Interior alterations, repairs, fuel -fired appliance replacements, or additions, any of which require a building permit, occurs or where one or more rooms lawfully used for sleeping purposes shall have an operational carbon monoxide alarm installed within fifteen feet of the entrance to each room lawfully used for sleeping purposes. City of Wheat Ridge E -Res. Electrical Service PERMIT - 202100409 PERMIT NO: 202100409 ISSUED: JOB ADDRESS: 11941 W I-70 Frontage Rd N Suite 200 EXPIRES: JOB DESCRIPTION: Electrical upgrade, removing and replacing 7 wall wall packs. Add one 1OW wall pack. Remove and cap fixtures, 10.87 AMPS. 03/02/2021 03/02/2022 packs with full cut off 9 exterior goose neck 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�permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the 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 requ�ired inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services Division. 6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any �pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection. 03/02/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. From: no-reolv(alci.wheatridae.m. us To: CommDev Pets Subject: Online Form Submittal: Electrical Service Change/Upgrade/Electrical Work Permit Application Date: Tuesday, March 2, 20219:41:04 AM Electrical Service Change/Upgrade/Electrical Work Permit Application This application is exclusively for RESIDENTIAL ELECTRICAL SERVICE CHANGE OR UPGRADE (200 amps or less). YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes electrical service change or upgrade - 200 amps or less? PROPERTY INFORMATION Is this Residential or Commercial Commercial? Property Address 11941 WEST 48TH AVE. WHEAT RIDGE COLORADO 80033 Property Owner Name FOOTHILLS REGIONAL HOUSING -ATTN: MS. ARRAH GALLAHER, PORTFOLIO IMPROVEMENT MGR. Property Owner Phone 720-854-4104 Number (enter WITH dashes, eg 303-123- 4567) Attach City of Wheat WHEAT RIDGE PERMIT PAYMENT FORM3 22021 Ddf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" CONTRACTOR INFORMATION Contractor Business MCBRIDE LIGHTING, INC Name Contractor's License 16393.1 Number (This is a 5 or 6 digit number for the City of Wheat Ridge) Contractor Phone 303-778-8787 Number (enter WITH dashes, eg 303-123- 4567) Contractor Email sschott@McBridelighting.com Address Retype Contractor sschott@McBridelighting.com Email Address DESCRIPTION OF WORK Is this an electrical Upgrade service upgrade or change? Number of Amps 10.87 Location of work EXTERIOR WALL PACKS ON BUILDING (garage, house, etc) Provide additional REMOVE AND REPLACE (7) WALL PACKS W/ FULL CUT OFF details, If needed. WALL PACKS. ADD (1) 10W WALL PACK. REMOVE AND CAP (9) EXTERIOR GOOSE -NECK FIXTURES. Project Value (contract $9,335.74 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Person Applying for Stephen Schott Permit Email not displaying correctly? View it in your browser. City of Wheat Ridge f, Commercial Mechanical PERMIT - 201902612 PERMIT NO: 201902612 ISSUED: 12/16/2019 JOB ADDRESS: 11941 W I-70 Frontage Rd N Suite 200 EXPIRES: 12/15/2020 JOB DESCRIPTION: Replace 2 RTUs, like for like, 15 ton & 5 Ton *** CONTACTS *** OWNER (303)996-1903 TABOR STREET REALTY VENTURE, L SUB (303)828-9444 MATTHEW CROWE 190348 VECTRA MECHANICAL *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 520 / Office; 0 BLOCK/LOT#: / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 18,500.00 FEES Total Valuation 0.00 Use Tax 388.50 Permit Fee 346.95 ** TOTAL ** 735.45 *** 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. 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 ame legal owner or have been authorized by the legal owner of the p pert y and am authorized to obtain this permit and perform the work described and approved in conjunction with this permit. 1 further attes at I am legally authorized to include all entities named within this document as parties to the work to be performed and that all k to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. ,• R Sign ure of O or CONTRALTO (Circle one) Date I . This permit was issued ba on th ormation 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 ermit 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 Clot be construed to be a permit for, or an approval of, any violation of any provision of any applicable code or any o m nce or regul i n of this jurisdiction. Approval of work is subject to field inspection. /(�;V4 - Alialf, Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. -� City of Wheat Fudge COMMUNITY 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: permitstcD-ci.wheatridge.co.us FOR OFFICE USE ONLY Date: 9 �I Plan/Permit # �u 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: I H Property Owner (please print) '�'n�1/Q *,,,Le �, Phone: ��� - , Iq Property Owner Email: a AA", C Tenant Name (Commercial Projects Only) b Property Owner Mailing Address: (if different than property address) Address: , State, Zip: Arch itect/Enaineer: Architect/Engineer E-mail: Phone: Contractor Name: City of Wheat Ridge License #: Phone: v Contractor E-mail Address: rL M For Plan Review Questions & Comments (please print): CONTACT NAME (please print): Vv:1L i _ v,��r, r:c� Phone: � e . '<'5? ; 'R CONTACT EMAIL(p/ease print): 4-2-11,1 n 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. 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. P_4� vel t � ►� ( fz�r- k �� � T Z �"o s .. 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) 57--) 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) UTHORIZED REPRESENT,9�.) of (OWNER) (CUTRACT Signature (first and last name): DATE: Printed Name: &0L,4_s`, A 44 a in e�,, -L t DEPARTMENT USE ONLY ZONING COMMMENTS: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: Reviewer: BUILDING DEPARTMENT COMMENTS: Reviewer: PUBLIC WORKS COMMENTS: Reviewer: Building Division Valuation: Vectra Mechanical 15985 S Golden Road, Unit J Golden, CO 80401 Bill to Ardith 11941 W. 48th Ave Ste 200 Wheat Ridge CO 80033 Quote Q1168 Item: 9000 Contracted Income VECTRA MECHANICAL KNOWLEDGE • INTEGRITY • QUALITY Vectra is pleased to have performed the following: - Removal & disposal of (1) 5ton RTU i -Refrigerant Reclaim Fees & disposal of refrigerant i from existing unit - Furnish & Install (1) new 5ton 140 E mbh 14SEER Daikin down 'discharge RTU - Electrical, gas and controls modifications as required - Hail Guards i j - Economizer 1 - Custom Curb Adapter - Crane Fees - Permitting & Inspection - Utilize existing disconnect f - Utilize existing thermostat Exclusions: - Repairs to existing equipment - Electrical Permitting (not typically required since we are just disconnecting/reconnecting the power) - Anything not specifically mentioned above - Interior work and modifications to ductwork, controls, fire system - Structural work (if required) WARRANTY - 5 Year parts warranty from Daikin - 5 -year compressor warranty - 1 -year workmanship warranty from Vectra Page 1 of 4 I Phone: (363) 828-9444 marnie@v:ectramechanical.com http://vectramechanical.com/ Ship to j n c0 4A VXt cz �, r Tabor Street 11941 W. 48th ave suite 200 Wheat Ridge CO 80033 Vectra Mechanical 15985 S Golden Road, Unit J Golden, CO 80401 VECTRA MECHANICAL KNOWLEDGE • INTEGRITY • QUALITY Item G z, . Description t 9000 Contracted Income - Removal & disposal of (1) 15ton RTU -Refrigerant Reclaim Fees &disposal of refrigerant from existing unit - Furnish & Install (1) new 15ton 350mbh 10.8EER Daikin down discharge RTU - Electrical, gas and controls modifications as required - Hail Guards - Economizer - Custom Curb Adapter f ' - Crane Fees - Permitting & Inspection i - Utilize existing disconnect - Utilize existing thermostat Exclusions: i - Repairs to existing equipment - Electrical Permitting (not typically required since we are just disconnecting/reconnecting the power) - Anything not specifically mentioned above - Interior work and modifications to ductwork, controls, fire system - Structural work (if required) t WARRANTY - 5 year parts warranty from Daikin - 5 -year compressor and heater i elements warranty - 1 -year workmanship warranty from Vectra Page 2 of 4 i i Phone: (303) 828-9444 mam ie@vectramechanical_com http://vect'rai-nechanical.com/ $0.00 Subtotal: Tax: I Total: i I Amounts v s' $0.00 Existing Unit Locations: Unit Information (15T): Equipment Model Serial New Unit DCG1803503VXXX Existing Unit ZF180N32S2AAA1 N11-13977145 Unit Weight 2083 Ibs 1875 Ibs Unit Information (5T) Equipment Model Serial New Unit DCG0601403BXXX Existing Unit RKKAA060CU3E 1X5643ADAAF439613170 Unit Weight 620 lbs 580 lbs 251934-YTG-L-0111 Weights and Dimensions ZJ/ZR Unit 4 Point Load Weight 0 ZF Unit 4 Point Load Weight ZJ/ZR Unit 6 Point Load Weight X Y LEFT FRONT 1 F ZF Unit 6 Point Load Weight D ZJ/ZR/ZF180-300 Unit Weights F Size Model Weight (lbs.) Center of Gravity 4 Point Load Location (lbs.) 6 Point Load Location (lbs.) (Tons) Shipping Operating X Y A B C D A -B --C FD E F 180(15) Zi 2614 2609 85.25 44 467 781 852 510 287 392 568 620 428 313 210(17.5) ZJ 2670 2665 85.25 44 477 797 870 520 293 401 580 633 7 320 240(20) Zi 2702 2697 85.05 44 485 805 878 529 298 406 585 638 E443 326 300(25) Zi 2788 2783 85.25 44 498 833 908 544 306 419 606 661 457 334 180(15) ZR 1 2365 2360 85.25 44 422 706 770 461 260 355 514 561 387 284 240(20) ZR 1 2665 2660 85.05 44 478 794 866 522 294 401 477 630 437 321 300(25) ZR 2765 2760 85.25 44 494 826 901 539 304 415 601 1 656 453 332 180(15) ZF 1875 1870 65.26 45 438 477 498 458 288 1 304 322 337 318 301 210(17.5) ZF 2011 2006 70.98 45 470 511 534 491 309 1 327 346 361 341 323 240(20) ZF 2538 2533 70 44 589 622 679 643 389 404 419 457 440 1 425 300(25) ZF 2602 2597 70 44.5 611 645 689 652 403 418 434 464 447 1 431 96 Johnson Controls Unitary Products 262259-YTG-G-1109 TABLE 22: DM VOLTAGE LIMITATIONS' VOLTAGE LIMITATIONS POWER VOLTAGE SUPPLY MIN. MAX. VOLTAGE 208/230-3-60 187 253 LIMITATIONS 460-3-60 414 506 575-3-60 518 630 1. Utilization Range "A" in accordance with ARI Standard 110. TABLE 23: PHYSICAL DATA MODELS DM180 DM240 DM300 EVAPORATOR BLOWER CENTRIFUGAL BLOWER (Dia. x Wd.) 15x15 18x15 18x15 FAN MOTOR HP, STANDARD/HI STATIC 5.0 7.5 10/15 ROWS DEEP 3 3 4 EVAPORATOR COIL FINS PER INCH 13.5 FACE AREA (Sq. Ft.) 15.5 20 20.52 CONDENSER FAN PROPELLER DIA. (In.) (Each) 30 (Two Per Unit) FAN MOTOR HP (Each) 1 NOM. CFM TOTAL (Each) 6,500 7,200 7,200 CONDENSER COIL ROWS DEEP 2 2 2 FINS PER INCH 13 20 20 FACE AREA (Sq. Ft.) 36 43.3 43.3 5 TON HERMETIC (RECIP.) 1 - - COMPRESSOR (City. Per Unit) 10 TON TANDEM (RECIP.) 11 2 - 12.5 TON (SCROLL) - - 2 QUANTITY PER UNIT (12" X 24" X 2" or 4") - - - QUANTITY PER UNIT (16" X 20" X 2" or 4") - 4 4 FILTERS QUANTITY PER UNIT (16" X 25" X 2" or 4") - 4 4 QUANTITY PER UNIT (18" X 24" X 2" or 4") 5 - - TOTAL FACE AREA (Sq. Ft.) 15 20 24 CHARGE REFRIGERANT 22 (Lb./Oz.) SYSTEM No.1 17/8 18/0 18/0 SYSTEM No. 2 8/8 18/0 18/0 BASIC UNITN24 COOLING ONLY 1900 2100 2291 GAS /ELECTRIC 2100 2300 2491 N32 2140 2340 2531 OPERATING WEIGHTS (LBS.) cf) Z O ECONOMIZER 160 ECONOMIZER WITH POWER EXHAUST 245 MOTORIZED DAMPER 150 ELECTRIC HEATER 18 KW 25 36 KW 30 54 KW 35 72 KW 40 HOT GAS BYPASS 10 SUPPLY FAN VFD See Table 24 w O V) U) W U Q ROOF CURB 175 185 185 BAROMETRIC DAMPER 45 ECONOMIZER / MOTORIZED 55 DAMPER RAIN HOOD ECONOMIZER / POWER EXHAUST RAIN HOOD 90 WOOD SKID 200 220 220 1. This compressor will be energized first. 28 Johnson Controls Unitary Products GENERAL DATA-RKKA- SERIES NOM. SIZES 3-7.5 TONS [10.6-26.4 kW] ASHRAE 90.1-1999 COMPLIANT MODELS CB, Model RKKA- Series A048YM10E A048YM13E A06OCK10E A06OCK13E Cooling Performance' Yes Yes Yes R Gross Cooling Capacity Btu [kW] 50,000 [14.6] 50,000 [14.6] 63,000 [18.5] 63,000 [18.5] EER/SEERZ 9.8/10.4 9.8/10.4 9.3/10.1 9.3/10.1 Nominal CFM/ARI Rated CFM [Us] 1600/1600 [755/755] 1600/1600 [755/755] 2000/2000 [944/944] 2000/2000 [944/944] ARI Net Cooling Capacity Btu [kW] 48,000 [14.1] 48,000 [14.1] 60,000 [17.6] 60,000 [17.6] Net Sensible Capacity Btu [kW] 35,500 [10.4] 35,500 [10.4] 44,000 [12.9] 44,000 [12.9] Net Latent Capacity Btu [kW] 12,500 [3.7] 12,500 [3.7] 16,000 [4.7] 16,000 [4.7] Net System Power kW 4.9 4.9 6.5 6.5 Heating Performance (Package Gas/Electric)4 Heating Input Btu [kW] 100,000 [29.3] 135,000 [39.6] 100,000 [29.3] 135,000 [39.6] Heating Output Btu [kW] 81,000 [23.7] 109,400 [32.1] 81,000 [23.7] 109,400 [32.1] Temperature Rise Range °F [°C] 30-60 [16.7/33.3] 50-80 [27.8/44.4] 40-70 [22.2/38.9] 40-70 [22.2/38.9] AFUE % 80 80 80 80 Steady State Efficiency (%) 81 81 81 81 No. Burners 5 6 5 6 No. Stages 1 1 1 1 Gas Connection Pipe Size in. [mm] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] Compressor No./Type 1/Scroll 1/Scroll 1/Scroll 1/Scroll Outdoor Sound Rating (dB)5 Outdoor Coil -Fin Type Tube Type Tube Size in. [mm] OD Face Area sq. ft. [sq. m] Rows / FPI [FPcm] Indoor Coil -Fin Type Tube Type Tube Size in. [mm] Face Area sq. ft. [sq. m] Rows/ FPI [FPcm] Refrigerant Control Drain Connection No./Size in. Outdoor Fan -Type No. Used/Diameter in. [mm] Drive Type/No. Speeds CFM [Us] No. Motors/HP Motor RPM Indoor Fan -Type No. Used/Diameter in. [mm] Drive Type/No. Speeds No. Motors Motor HP Motor RPM Motor Frame Size 78 Louvered Smooth 0.375 [9.5] 16.91 [1.57] 1 / 18 [7] Louvered Smooth 0.3125 [7.9] 5.17 [0.48] 4 / 13 [5] Capillary Tubes 1/1 [25.4] Propeller 1/24 [609.6] Direct/1 4000 [1888] 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4] Belt/Variable 1 1/2 1725 56 78 Louvered Smooth 0.375 [9.5] 16.91 [1.57] 1 / 18 [7] Louvered Smooth 0.3125 [7.9] 5.17 [0.48] 4 / 13 [5] Capillary Tubes 1/1 [25.4] Propeller 1/24 [609.6] Direct/1 4000 [1888] 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4] Belt/Variable 1 1/2 1725 56 78 Louvered Smooth 0.375 [9.5] 16.56 [1.54] 1.5 / 18 [7] Louvered Smooth 0.3125 [7.9] 5.17 [0.48] 5 / 14 [6] Capillary Tubes 1/1 [25.4] Propeller 1/24 [609.6] Direct/1 3700 [1746] 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4] Direct/3 1 3/4 1725 56 78 Louvered Smooth 0.375 [9.5] 16.56 [1.54] 1.5/18 [7] Louvered Smooth 0.3125 [7.9] 5.17 [0.48] 5 / 14 [6] Capillary Tubes 1/1 [25.4] Propeller 1/24 [609.6] Direct/1 3700 [1746] 1 at 1/3 HP 1075 FC Centrifugal 1/11x11 [279.4x279.4] Direct/3 1 3/4 1725 56 Filter -Type Disposable Disposable Disposable Disposable Furnished Yes Yes Yes Yes (No.) Size Recommended in. [mm] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] Refrigerant Charge Oz. [g] 106 [3005] 106 [3005] 131 [3714] 131 [3714] Weights Net Weight lbs. [kg] 573 [260] 573 [260] 573 [260] 578 [262] Ship Weight lbs. [kg] 580 [263] 580 [263] 580 [263] 585 [265] See Page 37 for Notes. [ ] Designates Metric Conversions 24 GENERAL DATA-RKKA- SERIES NOM. SIZES 3-7.5 TONS [10.6-26.4 kW] ASHRAE 90.1-1999 COMPLIANT MODELS Model RKKA- Series A060CL10E A060CL13E A060CM10E A060CM13E Cooling Performance' Gross Cooling Capacity Btu [kW] 63,000 [18.5] 63,000 [18.5] 63,000 [18.5] 63,000 [18.5] EER/SEERz 9.3/10.1 9.3/10.1 9.3/10.1 9.3/10.1 Nominal CFM/ARI Rated CFM [Us] 2000/2000 [944/944] 2000/2000 [944/944] 2000/2000 [944/944] 2000/2000 [944/944] ARI Net Cooling Capacity Btu [kW] 60,000 [17.6] 60,000 [17.6] 60,000 [17.6] 60,000 [17.6] Net Sensible Capacity Btu [kW] 44,000 [12.9] 44,000 [12.9] 44,000 [12.9] 44,000 [12.9] Net Latent Capacity Btu [kW] 16,000 [4.7] 16,000 [4.7] 16,000 [4.7] 16,000 [4.7] Net System Power kW 6.5 6.5 6.5 6.5 Heating Performance (Package Gas/Electric)4 Heating Input Btu [kW] 100,000 [29.3] 135,000 [39.6] 100,000 [29.3] 135,000 [39.6] Heating Output Btu [kW] 81,000 [23.7] 109,400 [32.1] 81,000 [23.7] 109,400 [32.1] Temperature Rise Range °F [°C] 25-55 [13.9/30.6] 40-70 [22.2/38.9] 25-55 [13.9/30.6] 40-70 [22.2/38.9] AFUE % 80 80 80 80 Steady State Efficiency (%) 81 81 81 81 No. Burners 5 6 5 6 No. Stages 1 1 1 1 Gas Connection Pipe Size in. [mm] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] Compressor No./Type 1/Scroll 1/Scroll 1/Scroll 1/Scroll Outdoor Sound Rating (dB)5 78 78 78 78 Outdoor Coil -Fin Type Louvered Louvered Louvered Louvered Tube Type Smooth Smooth Smooth Smooth Tube Size in. [mm] OD 0.375 [9.5] 0.375 [9.5] 0.375 [9.5] 0.375 [9.5] Face Area sq. ft. [sq. m] 16.56 [1.54] 16.56 [1.54] 16.56 [1.54] 16.56 [1.54] Rows/ FPI [FPcm] 1.5 / 18 [7] 1.5 / 18 [7] 1.5 / 18 [7] 1.5 / 18 [7] Indoor Coil -Fin Type Louvered Louvered Louvered Louvered Tube Type Smooth Smooth Smooth Smooth Tube Size in. [mm] 0.3125 [7.9] 0.3125 [7.9] 0.3125 [7.9] 0.3125 [7.9] Face Area sq. ft. [sq. m] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] Rows / FPI [FPcm] 5 / 14 [6] 5 / 14 [6] 5 / 14 [6] 5 / 14 [6] Refrigerant Control Capillary Tubes Capillary Tubes Capillary Tubes Capillary Tubes Drain Connection No./Size in. [mm] 1/1 [25.4] 1/1 [25.4] 1/1 [25.4] 1/1 [25.4] Outdoor Fan -Type Propeller Propeller Propeller Propeller No. Used/Diameter in. [mm] 1/24 [609.6] 1/24 [609.6] 1/24 [609.6] 1/24 [609.6] Drive Type/No. Speeds Direct/1 Direct/1 Direct/1 Direct/1 CFM [Us] 3700 [1746] 3700 [1746] 3700 [1746] 3700 [1746] No. Motors/HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP Motor RPM 1075 1075 1075 1075 Indoor Fan -Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No. Used/Diameter in. [mm] 1/11x11 [279.4x279.4] 1/11x11 [279.4x279.4] 1/11x11 [279.4x279.4] 1/11x11 [279.4x279.4] Drive Type/No. Speeds Belt/Variable Belt/Variable Belt/Variable Belt/Variable No. Motors 1 1 1 1 Motor HP 3/4 3/4 1 1 Motor RPM 1725 1725 1725 1725 Motor Frame Size 56 56 56 56 Filter -Type Disposable Disposable Disposable Disposable Furnished Yes Yes Yes Yes (No.) Size Recommended in. [mm] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] Refrigerant Charge Oz. [g] 131 [3714] 131 [3714] 131 [3714] 131 [3714] Weights Net Weight lbs. [kg] 573 [260] 578 [262] 573 [260] 573 [260] Ship Weight lbs. [kg] 580 [263] 585 [265] 580 [263] 580 [263] See Page 37 for Notes. [ ] Designates Metric Conversions 25 GENERAL DATA-RKKA- SERIES NOM. SIZES 3-7.5 TONS [10.6-26.4 kW] ASHRAE 90.1-1999 COMPLIANT MODELS Model RKKA- Series A060OK10E A060OK13E A06ODL10E A06ODL13E Cooling Performances 100,000 [29.3] 135,000 [39.6] 100,000 [29.3] , , Gross Cooling Capacity Btu [kW] 63,000 [18.5] 63,000 [18.5] 63,000 [18.51 63,000 [18.5] EER/SEERZ 9.3/10.1 9.3/10.1 9.3/10.1 9.3/10.1 Nominal CFM/ARI Rated CFM [Us] 2000/2000 [944/944] 2000/2000 [944/944] 2000/2000 [944/944] 2000/2000 [944/944] ARI Net Cooling Capacity Btu [kW] 60,000 [17.6] 60,000 [17.6] 60,000 [17.6] 60,000 [17.6] Net Sensible Capacity Btu [kW] 44,000 [12.9] 44,000 [12.9] 44,000 [12.9] 44,000 [12.9] Net Latent Capacity Btu [kW] 16,000 [4.7] 16,000 [4.7] 16,000 [4.7] 16,000 [4.7] Net System Power kW 6.5 6.5 6.5 6.5 Heating Performance (Package Gas/Electric)4 78 78 78 78 Heating Input Btu [kW] 100,000 [29.3] 135,000 [39.6] 100,000 [29.3] 135,000 [39.61 Heating Output Btu [kW] 81,000 [23.7] 109,400 [32.1] 81,000 [23.7] 109,400 [32.1] Temperature Rise Range °F [°C] 25-55 [13.9/30.6] 40-70 [22.2/38.9] 25-55 [13.9/30.6] 40-70 [22.2/38.9] AFUE % 80 80 80 80 Steady State Efficiency (%) 81 81 81 81 No. Burners 5 6 5 6 No. Stages 1 1 1 1 Gas Connection Pipe Size in. [mm] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] Compressor 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] No./Type 1/Scroll 1/Scroll 1/Scroll 1/Scroll Outdoor Sound Rating (dB)5 78 78 78 78 Outdoor Coil -Fin Type Louvered Louvered Louvered Louvered Tube Type Smooth Smooth Smooth Smooth Tube Size in. [mm] OD 0.375 [9.5] 0.375 [9.5] 0.375 [9.5] 0.375 [9.5] Face Area sq. ft. [sq. m] 16.56 [1.54] 16.56 [1.54] 16.56 [1.54] 16.56 [1.54] Rows / FPI [FPcm] 1.5 / 18 [7] 1.5 / 18 [7] 1.5 / 18 [7] 1.5 / 18 [7] Indoor Coil -Fin Type Louvered Louvered Louvered Louvered Tube Type Smooth Smooth Smooth Smooth Tube Size in. [mm] 0.3125 [7.91 0.3125 [7.9] 0.3125 [7.9] 0.3125 [7.9] Face Area sq. ft. [sq. m] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] Rows/ FPI [FPcm] 5 / 14 [6] 5 / 14 [6] 5 / 14 [6] 5 / 14 [6] Refrigerant Control Capillary Tubes Capillary Tubes Capillary Tubes Capillary Tubes Drain Connection No./Size in. [mm] 1/1 [25.4] 1/1 [25.4] 1/1 [25.4] 1/1 [25.4] Outdoor Fan -Type Propeller Propeller Propeller Propeller No. Used/Diameter in. [mm] 1/24 [609.6] 1/24 [609.6] 1/24 [609.6] 1/24 [609.6] Drive Type/No. Speeds Direct/1 Direct/1 Direct/1 Direct/1 CFM [Us] 3700 [1746] 3700 [1746] 3700 [1746] 3700 [1746] No. Motors/HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP Motor RPM 1075 1075 1075 1075 Indoor Fan -Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No. Used/Diameter in. [mm] 1/11x11 [279.4x279.4] 1/11x11 [279.4x279.4] 1/11x11 [279.4279.4] 1/11x11 [279.4279.4] Drive Type/No. Speeds Direct/3 Direct/3 Belt/Variable Belt/Variable No. Motors 1 1 1 1 Motor HP 3/4 3/4 3/4 3/4 Motor RPM 1725 1725 1725 1725 Motor Frame Size 56 56 56 56 Filter -Type Disposable Disposable Disposable Disposable Furnished Yes Yes Yes Yes (No.) Size Recommended in. [mm] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25[25x406x6351 (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] Refrigerant Charge Oz. [g1 131 [3714] 131 [3714] 131 [3714] 131 [3714] Weights Net Weight lbs. [kg] 573 [260] 578 [262] 573 [260] 578 [262] Ship Weight lbs. [kg] 580 [263] 585 [265] 580 [263] 585 [265] See Page 37 for Notes. [ ] Designates Metric Conversions 26 e�m GENERAL DATA-RKKA- SERIES NOM. SIZES 3-7.5 TONS [10.6-26.4 kW] ASHRAE 90.1-1999 COMPLIANT MODELS Model RKKA- Series A06DOM10E A06ODM13E A060YM19E A06DYM13E Cooling Performances 100,000 [29.3] 135,000 [39.6] 100,000 [29.3] 10111A1111011141= Gross Cooling Capacity Btu [kW] 63,000 [18.5] 63,000 [18.5] 63,000 [18.5] 63,000 [18.5] EER/SEERz 9.3/10.1 9.3/10.1 9.3/10.1 9.3/10.1 Nominal CFM/ARI Rated CFM [Us] 2000/2000 [944/944] 2000/2000 [944/944] 2000/2000 [944/944] 2000/2000 [944/944] ARI Net Cooling Capacity Btu [kW] 60,000 [17.6] 60,000 [17.6] 60,000 [17.6] 60,000 [17.6] Net Sensible Capacity Btu [kW] 44,000 [12.9] 44,000 [12.9] 44,000 [12.9] 44,000 [12.9] Net Latent Capacity Btu [kW] 16,000 [4.7] 16,000 [4.7] 16,000 [4.7] 16,000 [4.7] Net System Power kW 6.5 6.5 6.5 6.5 Heating Performance (Package Gas/Electric)4 Disposable Disposable Disposable Disposable Heating Input Btu [kW] 100,000 [29.3] 135,000 [39.6] 100,000 [29.3] 135,000 [39.6] Heating Output Btu [kW] 81,000 [23.7] 109,400 [32.1] 81,000 [23.7] 109,400 [32.1] Temperature Rise Range °F [°C] 25-55 [13.9/30.6] 40-70 [22.2/38.9] 25-55 [13.9/30.6] 40-70 [22.2/38.9] AFUE % 80 80 80 80 Steady State Efficiency (%) 81 81 81 81 California Seasonal Eff. (%) - - - - No. Burners 5 6 5 6 No. Stages 1 1 1 1 Gas Connection Pipe Size in. [mm] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] 0.5 [12.7] Compressor Disposable Disposable Disposable Disposable No./Type 1/Scroll 1/Scroll 1/Scroll 1/Scroll Outdoor Sound Rating (dB)5 78 78 78 78 Outdoor Coil -Fin Type Louvered Louvered Louvered Louvered Tube Type Smooth Smooth Smooth Smooth Tube Size in. [mm] OD 0.375 [9.5] 0.375 [9.5] 0.375 [9.5] 0.375 [9.5] Face Area sq. ft. [sq. m] 16.56 [1.54] 16.56 [1.54] 16.56 [1.54] 16.56 [1.54] Rows/ FPI [FPcm] 1.5 / 18 [7] 1.5 / 18 [7] 1.5 / 18 [7] 1.5 / 18 [7] Indoor Coil -Fin Type Louvered Louvered Louvered Louvered Tube Type Smooth Smooth Smooth Smooth Tube Size in. [mm] 0.3125 [7.9] 0.3125 [7.9] 0.3125 [7.9] 0.3125 [7.9] Face Area sq. ft. [sq. m] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] 5.17 [0.48] Rows/ FPI [FPcm] 5 / 14 [6] 5 / 14 [6] 5 / 14 [6] 5 / 14 [6] Refrigerant Control Capillary Tubes Capillary Tubes Capillary Tubes Capillary Tubes Drain Connection No./Size in. [mm] 1/1 [25.4] 1/1 [25.4] 1/1 [25.4] 1/1 [25.4] Outdoor Fan -Type Propeller Propeller Propeller Propeller No. Used/Diameter in. [mm] 1/24 [609.6] 1/24 [609.6] 1/24 [609.6] 1/24 [609.6] Drive Type/No. Speeds Direct/1 Direct/1 Direct/1 Direct/1 CFM [Us] 3700 [1746] 3700 [1746] 3700 [1746] 3700 [1746] No. Motors/HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP 1 at 1/3 HP Motor RPM 1075 1075 1075 1075 Indoor Fan -Type FC Centrifugal FC Centrifugal FC Centrifugal FC Centrifugal No. Used/Diameter in. [mm] 1/11x11 [279.4x279.4] 1/11x11 [279.4279.4] 1/11x11 [279.4279.4] 1/11x11 [279.4x279.4] Drive Type/No. Speeds Belt/Variable Belt/Variable Belt/Variable Belt/Variable No. Motors 1 1 1 1 Motor HP 1 1 1 1 Motor RPM 1725 1725 1725 1725 Motor Frame Size 56 56 56 56 Filter -Type Disposable Disposable Disposable Disposable Furnished Yes Yes Yes Yes (No.) Size Recommended in. [mm] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406x635] (1)1x16x25 [25x406435] Refrigerant Charge Oz. [g] 131 [3714] 131 [3714] 131 [3714] 131 [3714] Weights Net Weight lbs. [kg] 573 [260] 573 [260] 573 [260] 573 [260] Ship Weight lbs. [kg] 580 [263] 580 [263] 580 [263] 580 [263] See Page 37 for Notes. [ ] Designates Metric Conversions 27 CD1 CUSTOM CURB ADAPTERS Crystal Distribution, Inc. 17560 Tyler Street NW Elk River, MN 55330 Phone: 763.391.7790 Toll Free: 1.888.234.7001 CDI QUOTE #1455105 Date: 12/04/2019 Distributor: Nate Baca (STEVENS EQUIPMENT COMP) Job Tag: Talley Bldg Distributor PO: CURBS Line Quantity CDI Part # Description Tag A 1 1-6540-7041 Curb Adapter RTU -1 Old Model: R RG F250150 New Model: DCG180 (DAIKIN) Top Brace; Insulated Condenser Panel (where required); Fully Insulated (1" Duct Liner R Value 3.85) B 1 1-6000-7036 Curb Adapter RTU -2 Old Model: RKKA060 New Model: DSG060 Top Brace; Insulated Condenser Panel (where required); Fully Insulated (1" Duct Liner R Value 3.85) Thank you for choosing CDI, Jeremy (J. T.) Timm F;° Aco EoE.Ig /\ \ � a --I c■w-•• q)z E§§§ Fn ,° o�EU Xo- .o-� ?!2 - ow 2 d\; 4§G)G \(\ Go%<c E)§ v=z§ !I° 0G\ Lnkm$ )$2 C, m mo r, \m \ ((7E�j » a o§ �nz< ca M- > - - )�k§ m ��02 k 2 k/c/cn k } $,Ca ; n a � ® c �cn X j 2 m D Fri z , ` } / B c � b) - ® `| ;i [ Z0 )«k �® 20 C) | ) `\ / t \ k §) ` % ( � t � ;& (\ �§ R 7� qac Z§ §§cn k M=z, r zo�2a % 2�_�R}R�■ o = mo- k/k(k w o�q -8222 ink ��§�§§§ o oav v Awa �k B�2_to uM a-0v§q$b� v o. z02M> ----� ��o - -°`-4 w anz 0 cXM � §xa n -Z x#m§r- ra o■c 2 0@ �M@\r >vi� < § .b. PM r Oz5 X » m \ \0j a i Viz■ >� 2 a / §§ 0 k k 7 f k § z M . = _ _ 3 B� 01. � f210 01 o r -- -----d. z§ q / cr zo q \\r/ 0M. /\ 2 .z Oo� _ ~ I- \ ( /\ )\\ : \ f �% ,! \ } ƒ )| . a 0 .Olf l%§(| /kms M }! !i,■ § r | -u2 e ® � :E 0 ■ _ !z |! | / 13\ ~ ! -4 - < )& 2 ( �\ °! ® �0 r'DAIKIN HVAC Equipment Submittal Data For Review and Approval 12/04/2019 Project Info Submitted By Project Name: Talley Bldg Dealer Name: Nathan Baca Address: 11941 W 48th Whea Ridge, Colorado 80033 Mech. Engineer: Vectra Mechanical Certifications: Daikin brand heating and cooling units are certified as follows: AHRI Certified ETL & CETL Listed GAMA Certified Limited Warranty: 5 year parts limited warranty 20 year heat exchanger limited warranty Complete warranty details attached Daikin North America, LLC is not responsible for products installed outside the United States or its territories, or Canada. Project: Talley Bldg Table of Contents System ID Description Page RTU -1 DCG 1 803503VXXX Performance 3-4 RTU -2 DSG0601403BXXX Performance 5-6 Dimensional Drawings RTU -1 DCG180-240 Physical Dimensions 7-7 RTU -2 DSGO36-060 Physical Dimensions 8-9 Fieldlnstall Accessories RTU -1 Economizer 15- 20 Ton 10-10 RTU -2 Economizer 3-6 Ton 11-11 Limited Warrant 12-14 Project: Talley Bldg Design Requirements 6000 CFM Power Supply 240/3/60 Cooling Capacity 15 ton Outdoor Design Temp 95.0°F Indoor Dry Bulb Temp 80.0°F Indoor Wet Bulb Temp 67.0°F Total CFM 6000 ESP 0.6 Configuration Downflow R-41 OA chlorine -free refrigerant High -efficiency Copeland scroll compressor(s) Copper tube / aluminum fin coils High-capacity, steel -cased filter dryer High- and Low-pressure switches Lugged electrical contactor Single -point power Color Coded Wiring Foil Faced Internal Insulation Heavy -gauge, galvanized -steel cabinet UV -resistant powder -paint finish Full perimeter base rail System ID(s): RTU -1 MODEL #: DCG1803503VXXX Cooling Performance Total Capacity Sensible Capacity Cooling Stages Refrig Type Compressor Type Pressure Switches Outdoor Design Temp Mixed Entering Air Temp(db) Mixed Entering Air Temp(wb) Leaving Air Temp(db) Leaving Air Temp(wb) Efficiency (at AHRI conditions) Heating Performance Input Output LAT AFUE 184.8 MBH 136.0 MBH Two R41 OA Copeland Scroll High & Low Pressure (std) 95.0°F 80.0°F 67.0°F 59.4°F 57.2'F 10.8 EER / 12.6 IEER 350000 Hi, 262000 Lo 280000 Hi, 210000 Lo 123.2'F 80% Supply Air Blower Performance Total Air Supply 6000 CFM ESP 0.6 IWG Blower Type Belt Drive Horsepower 5 Base Unit Electrical Data Power Supply Min Circuit Ampacity Max Overcurrent Protection Physical Attributes Base Unit Oper. Weight (lbs) Decibels Filter(s) 240/3/60 76.3 Amps 100 Amps 2083 88 (6)20x25x2 Project: Talley Bldg LIST OF ACCESSORIES #: System ID(s): RTU -1 DCG1803503VXXX Accessories Fid Inst Fct Inst Item # Description Dimensions lbs Y DDNECNJ180300B Low Leak Downflow Economizer 43x20x24 75 Project: Talley Bldg System ID(s): RTU -2 Design Requirements MODEL #: DSG0601403BXXX Power Supply 240/3/60 Cooling Capacity 5 Ton Cooling Performance Outdoor Design Temp 95.0°F Total Capacity 59.167 MBH Indoor Dry Bulb Temp 80.0°F Sensible Capacity 44.0 MBH Indoor Wet Bulb Temp 67.0°F Cooling Stages One Total CFM 1851 Refrig Type R41 OA ESP 0.6 Compressor Type Copeland Scroll Configuration Downflow Pressure Switches High & Low (std) Outdoor Design Temp 95.0°F Mixed Entering Air Temp(db) 80.0°F Standard Features: DS Series Packaged Units Mixed Entering Air Temp(wb) 67.0°FLeaving - R -410A chlorine -free refrigerant Air Temp(db) 58.3°F - High -efficiency Copeland scroll compressor(s) Leaving Air Temp(wb) 56.8°F Copper tube / aluminum fin coils Efficiency (at AHRI conditions) 14 SEER / 11.6 EER High-capacity, steel -cased filter dryer Heating Performance High- and Low-pressure switches Input 138000 Hi, 103000 Lo Lugged electrical contactor Output 110400 Hi, 83000 Lo Single -point power LAT 135.2°F Color Coded Wiring AFUE 80% Foil Faced Internal Insulation Supply Air Blower Performance Heavy -gauge, galvanized -steel cabinet Total Air Supply 1851 CFM UV -resistant powder -paint finish ESP 0.6 IWG Full perimeter base rail Blower Type Belt Drive Horsepower 1 Base Unit Electrical Data Power Supply 240/3/60 Min Circuit Ampacity 25 Amps Max Overcurrent Protection 40 Amps Physical Attributes Base Unit Oper. Weight (lbs) 620 Decibels 78 Filter(s) Qty (4) 14x20x2 Project: Talley Bldg LIST OF ACCESSORIES #: System ID(s): RTU -2 DSG0601403BXXX Accessories Fid Inst Fct Inst Item # Description Dimensions Ibs Y HAILGD03D Hail Guard 036-060 4lx37x3 24 Y DDNECNJ3672C Low Leak Downflow Economizer 43x20x24 75 DIMENSIONS GAS INLET LOCATION (%" NPT) Flue Vent r--2 x 21" 2 x 60" 4 7- 2 " "a" Return Jr Supply VERTICAL DISCHARGE (TOP OF UNIT) DIMENSIONS U 7 O S Q z m 7 w W a' LU O N J W ❑ O O SO (n W Oozo m Q m N LU W_ z rn W co ~ WH J❑ 0 wO S0U) ❑z mm O� zWw U❑ LL0z J S Q ri J V- _Q 0 O U 0 o rn CO w � N (p O EL M EL O O S o rn F C0 V u� Uof 0 W) 2 H w77v O w w O J J � z O S LLI U z Q z Z oa w LU F- U J jz W 0 LL m W z �� _z 00 J O Q m O H LU O ?� w Q _W of j U > O 0 0 0 F- _ W W m 7 CIO W X O Q LU U W m VO zQ zU - LL OLU O QW a zm j ❑ _z Li 0 Q mm z 00 rn CIO z N ww ii o0 J J J J Q Q DIMENSIONS (CONT) 74.061 BASE PAN VIEW (VIEWED FROM TOP) MODEL TONNAGES "A" "B" 3 TON COMMERCIAL GAS, HT PUMP, AIR CONDITIONER 38.840 16.555 26.055 4 TON COMMERCIAL GAS, HT PUMP, AIR CONDITIONER 38.840 16.555 26.055 5 TON COMMERCIAL GAS, AIR CONDITIONER 38.840 16.555 26.055 5 TON COMMERCIAL HT PUMP 42.840 20.555 30.055 y 7.984 LINE WIRE ENTRANCE „A" ..C" Elm 8.555 0 8 . TSTAT WIRE ENTRANCE 5.872 10.372 LEFT END VIEW Submittal Data: DDNECNJ180240 Economizer 5.63 TO RIVET CENTER 43.33 SIDE VU.1r SPECIFICATIONS •Economizer installs internal to Packaged Roof Top Unit •100% Fully Modulating Dampers can allow up to 100% outside air •Honeywell Economizer Controls including: W7220 JADE Digital Economizer Module w/ Backlit LED Display & Diagnostic Capabilities C7400S Outdoor Air Enthalpy Sensor C7250A Mixed Air Discharge Sensor •Honeywell MS7105K Damper Actuator •Adjustable Minimum O/A Damper Position •Integral Barometric Relief Damper •Hoods are painted to match unit •Factory Wired Submittal Data: DDNECNJ3672 Economizer -0--17.29 on- SPECIFICATIONS •Economizer installs internal to Packaged Roof Top Unit •100% Fully Modulating Dampers can allow up to 100% outside air •Honeywell Economizer Controls including: W7220 JADE Digital Economizer Module w/ Backlit LED Display & Diagnostic Capabilities C7400S Outdoor Air Enthalpy Sensor C7250A Mixed Air Discharge Sensor •Honeywell MS7105K Damper Actuator •Adjustable Minimum O/A Damper Position •Integral Barometric Relief Damper •Hoods are painted to match unit •Factory Wired i ° .Cd d I b o N x y O a °O M ° o O O N z° Q :ti y ° w V c V o bi v gby �U :jo sa C> 4 ro ro 0 ri 4 44 V03= 3 b 44 t- 44 �, a � x rn �a unO U 0 0 a° z a H 44 N UX '' ro U chCc,'d 'd 4 U roq" CJ o U o ci A w w azo row w W ;� � �' y � � N pG u y � a► `o cl w a p, tu Cd 1426o AC) a owro C) 0 .0r "80 �Up a wAo o �d agxax ) u = WNaUF" w �1� area 432131ANIMS-NON X 43HIANIUS 3dAl NOIl miSNOJ adOl AJNddnDDo O 3dAl AJNVdnDDo Q 11 bs 08 � UOSUI,Woi p3 :3WdNiDVINOJ 00 [# `anUGAV uj8-b 'M �V6 � � :SSRJGGV 31m11/Alia NOIDUSNI 3WIl/Ada N01133dSNI 3Wa/Ada N011�3dSNI we 6N7 ulL `'fop `�(epuoW Ill..lJll AN 11' f)neo •3WVN SSMisn9 VE0Z06 WZ ON llWa3d NOIlJ3dSNI 3SNDIl SS3Nisne ad ��aLI1'�C1 00!0 le--)" jo Al!--) F � ° CITY OF WHEAT RIDGE Building Ins "ectio"! bivision (303) 235-2855 Office INSPECTION NOTICE Inspection Type: Job Address: l Z ClIct01 t - Permit Number:. ❑ No one available for inspection: Time0l), Re -Inspection required: Yes° No When corrections have been made,' schedule for re -inspection online at: http://www. ci. wheatridge.co. uslinspection Date: Inspector:' ®O NOT REMOVE THIS NOTICE 11v 0 0 p w n 0 O N f� ti m y ma m� m b mO rt (D a rxi a y m °m H (D rr w 'h K O q r tr' 1 41 m "• a 0 z r M W a 0 0(D Q y o [s1 0 ,d M " O 0 y CD z R W 0 0 m < n x a NJ k m ^ (D 3 i rr n W 0 , r n ra m x m O m h m m n W a rt r "tr c 0 0 ro ro° w r a a th ntr ' '01 C m 1 0 0 0 0 �' " (D d o � ti x " LIJ CD � �' R w a r• n N O N y O y m 0 0 m NJ x a M H 0) m 0 o n� d o �• p 5 n" O N W fD ft'H 0 w m z ro W O H n M w m„ a w w� 1 m m a py H rt o d00 r C) ^ N W N n z n 0 M O \, Q ” r rt p (D ftj y m 'Pj m h O r 0 P. N n w 0 H O P+ a K s � �• a a w r " d r 0 m o cr n x fD m m x H � 0 o " N w r O 0 n m " m " O a n �P r x � m m N F1 a O a � � F- s�� i CITY OF WHEAT RIDGE _:�9rBuilding Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office • (303) 237-8929 Fax INSPECTION NOTICE Inspection Type: I ff5c r- Job Address: 1 ':::t,41 VQ. T-70 'FiZ ov i i (::cE 2? -Q Permit Number: 2a a02,# 30 STc t zw sYlz� �4v-t,u-_e-,n . y! o 'kVot-A 2.czo s� a L SOUTi A 303• cillu - 1010S C-61", POP- I.l c-Ft4sf_ ?1CYuP ❑ No one available for inspection: TimeAM M Re -Inspection required: Yes No When corrections have been made, call fo -re-inspection at 303-234-5933 Date: IU l-� Inspector: �lJj 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: r / 9/ �� 1 ��D �1Lp /�j {i✓ Permit Number: A32�)_ _ <V\ 6�Tz a. ❑ No one available for inspection a AM /PM Re- Inspection required: Yes * When corrections have been ma 0 for r - inspection at 303 -234 - 5933 Date: Inspecto DO NOT REMO E lS NOTICE " ' City of Wheat Ridge / Commercial Electric PERMIT - 102052 PERMIT NO: 102052 ISSUED: 08/27/2010 JOB ADDRESS: 11941 W I -70 FRONTAGE RD N EXPIRES: 08/27/2011 DESCRIPTION: R &R feeders & service due to theft * ** CONTACTS * ** owner 303/783 -4800 sub 303/722 -5742 Albert Carlton Mile High Outdoor Advertising 01 -8647 Carlton Electric, Inc. ** PARCEL INFO ** ZONE CODE: UA USE: UA SUBDIVISION: 0078 BLOCK /LOT #: 0/ ** FEE SUMMARY ** ESTIMATED PROJECT VALUATION: 3,000.00 FEES Permit Fee 93.35 Total Valuation .00 D E � p; Use Tax 54.00 `�, '„ ** TOTAL ** 147.35 Conditions: Must comply w/ 2006 IBC & 2005 NEC. Subject to field inspections. I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat 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 applicatio nd that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other appl' b Wheat�dinances, for work under this permit. Plans subject to field inspection. 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 180 days from the issue date. Requests for an extension must be received prior to expiration date. An extension may be granted at the discretion of the Building Official. 3. If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. 4. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. 5. Contractor shall notify the Building Inspector twenty -four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceeding with successive phases of the job. G. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. All plan re ie subject to field inspections. Signature f C � At Building Official date INSPEY ION REQUEST LINE: (303)234 -5933 BUILDING OFFICE: (303)235 -2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION. THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number: of W " BUILDING INSPECTION LINE- 303 - 234 -5933 Date: a CITY OF WHEAT RIDGE ° m 7500 WEST 29TH AVENUE - WHEAT RIDGE, CO 80033 - (303- 235 - 2855 4 OOCORA00 APPLI O s/ �N Property Owner: 1fJ� a #yA pvf ov/ A1dY'�✓ K�"�' Property Address: �./ 5 y/ W 70 raa% ' iqw ��. s fy Phone: 303 7;T Contractor License No.: l Q 6 6' 9 Company: C qi vzt C- /KC�irt. -.�yc— Phone: 30.4 - 72 - 57YL SIGNATURE OF UNDERSTANDING AND AGREEMENT I Building Dept. Valuation Figure: $ _Y!�0 6 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 B ' ding Code (I.B.C) a d all other applicable Wheat Ridge Ordinances, for work and Is rmit. PI s s 'ect to field inspection. (OWNER)(CONTRACTOR): SIGNE DATE v a6 A D 0 (OWNER)(CONTRACTOR):PRINTEO � �.�� �� DATE Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description):- /?s��oo� �tJ __________ Description of work: �p / G AA .-I r y - /, Sq. Ft. added Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (90) days from issue dale or (B) the building authorized is suspended or abandoned for a period of 180 days. (3) If this permit expires, a new permit may be acquired for a fee of one -half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (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 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 other ordinance, law, rule or regulation. All plan review is subject to field inspections. - Chief Building Official Electrical Lic nse No: JreZ3 Plumbing License No: Mechanical License No: Company: CAy 110.0 t- lae5:;V_Company: Company: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5833) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number : 77873 Date : 10/12/2004 Property Owner: TABOR STREET REALITY Property Address : 11941 W. 48TH AVE Contractor License No. : 17079 Company : Turner Morris, Inc. SIC OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby cedify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the Ciry of W heat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the W heat Ridge Building Code (U.B.C.) and all other applicable Vj6twkatR tJ@e or ' r work under this permit. , (OW NER)(CONTRACTOR) Valuation : $9,172.00 Permit Fee : $235.70 Plan Review Fee : $0.00 Use Tax : $110.06 Total: $345.76 Use: Description : REROOWE-A(vlfvyERCIAL FOOF WITH MECHANICALLY FASTENED GENFLEX 60 MIL TPO 65 SQ. V BUILDING DEPARTMENT USE ONLY Zoning Comments; Approval: Zoning : Bullding Camments:: Approval: Pu611c Warks Commentsa, Approval : Occupancy : Walls Vol Roof Electrical License No : Company : Expiration Date : Approval : Plumbing License No : Company: Expiration Date : Approval: Phone : 303-908-4725 Phone : 431 1300 Sq. Ft. : Stories : Residential Units : Mechanical License No : Company : Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set (orth in yopur applicalion and is subject to the laws of the SWte of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Coloredo or any other applicable ordinancas of the City. (2) This permit shall expira if (A) the work authorized is not commenced within sixry (60) days from issue date or (B) the buiiding authonzed is suspentletl or abandoned far a period of 120 days. (3) If this permit expires, a new permit may be acquired for a fee o( one-half the amount normalty required, provided no changes have baen or will be made in the original plans and s0ecifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full /ees shall be paid for a new permit. (4) No work of any manner shall be done that will change the natural Flow of water causing a dreinage pmblem. (5) Contractor shall notiy the Building Inspector hventy-four (24) hours in advance For all inspections and sha0 receive written approval on inspection card before pmceediing with successive phases of the job. (6) The issuance of a permit or the approval s d'Srpecifcations shall not be construed to be a permit for, nor an approval of, any violation of the provisions ing codes or a ce, law, mle or regulation. C ' ilding Inspector Please sign Terms and Conditions on reverse side of page. oF wHE4r DEPARTMENT OF PLANNING AND DEVELOPMENT BuIlding Permit Number: { a BUII,DING INSPECTION LINE - 303-234-5933 Date: ~ °CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 -(303-235-2855) ~PLtCATION Property Owner: "~a'6.r Sjree.} ►2ea1}y Vc-4wc, LLC. Property Address: I ~ q~ I 0,/ y64-~ -Avc~nve- Phone : j5p3) 1c:6 - q7 25 Contractor License No.: ( 70-7q Company: ~~ncrd~-~ns JNt. Phone:(3'~~N3~-1.300 OWNER/CONTRACTOR SIGNATURE AND AGREEMENT Conshuction Value:&AOy*W 9, 172 p-° Pernut Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ I hereby certify that the setback distances proposed by this pernut applicafion aze accurate, md do not violate applicable ordinances, Iulw or rogulations of [he Ciry of Wheat Ridge or covenants, euemrnts orresMctions ofrecord; thatall measurements shown, md allegaNons made azt accutate; tftat I have read and agree to abide by alt conditions printed on this applicatlon md that I assume full responsibility for compliance with ffie Wheat Ridge Building Code (U.B.C) md all other applicable Whcat Ridge Ordinances, for work under tlvs peimit (OWNE[t)(CONTRACfOR):SIGNEDDAlE~ , I „ T~ DESCRIPTION: Mar~.~ vPr %-0 C; BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONINO COMMENTS: ApprovaL Zoning: BUILDIN6 COMMENTS: Approval: U PUeLIC WORKS COMMlNTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Elechical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Expiration Date: Expiration Date: Expiration Date: Approval: Approval: Approval: (1) TLis peemit was issued in accordmce with the provisions set fo[th in }rour application md is subject to the laws ofthe State of Colondo and to the Zoning Regulations and Huilding Codes of Wheat Ridge, Colomdo or avy other appGcable ord'manc<s of the CiTy. (2) This pertnit shaR expire S(A) the work authonzed's uoe <ommenced within sixty (60) days from issue date or (H) the build'mg authorized is suspended or abmdonrd for a period af 120 days. (3) If this pe+atit expires, a new pexmit may be acquired for a fee of ono-half the amount nonwlly roquired, provid<d no changes have 6em or will be made iu the origiual plaus md specificafions and eny suspensio¢ or abandonment has not exeeeded oue (1) yeaz. If chavgu have been or S suspeusion or abaudonmen[ ezceeds one (1) yeaz, full &es shall be paid for a vew pemut (4) No work of any mamer shall 6e done that will change the nanual flow of water causmg e drainage problem. (5) Contractor shall uofify the Building Inspector twrnty-fow (24) hours in advance for all inspecUOns md shall receive urtittm approval on inspecfion card before proceeding with successiw phases of ihejob. (6) The issuance of a permit or the approval of drawings and specificaCOn onswed m be a peemit for, nor aa approval of, any violaRO¢ of the provisions of the taWjng codes or any_9ther mdin c e or rogulatio¢. ~s~crL~ ~e.mep 63.-A TPO, (LSsWh"s, COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 17341 BUILDING INSPECTION LINE -(305-234-5953) Date : 7/6/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: METRO BROKERS Property Address : 11941 W 48TH AVE Contractor License No. : 18668 Phone: 720-974-5900 Company : Enterprise Electric Phone : 233-4915 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify thal the setback distances proposed by this permit appliration 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 alle9ations made are acwrate; that I have read and agree to abide by all conditions prinled on this application, and Ihat I assume full resp ibility for co pliance with the W heat Rid9e Building Code (U.B.C.) and all other applicable eal Ridge o inances, for work under this permit. (OWNER)(CONTRACTOR)SIGNED CLRYV~y DATE~i~ v Construction Value : $990.00 Permit Fee : $50.40 Plan Review Fee : $0.00 Use Tax : $11.8$ Total: $62.28 Use : Description : INSTALL 9 WEATHERPROOF FLOOD LIGHTS FOR EXTERIOR WALL SIGN. SIGN LOCATED AT ROOF TOP LEVEL. USE EXISTING 120 VOLT CIRCUIT ~ 1 v BUILDING DEPARTMENT USE ONLY Zpr►ing.Cortti~fents: SIC : Sq. Ft. : Approval: Zoning : Oui,idirjg Coir►~nents' Approval: Fdblio Y11crki'Cammients; Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No :IX66'9- Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (1) This pe"it was issued in acwrdance with the provisions sel torth in yopur application and is subject to the laws of the Sta[e of Colorado and to the Zoning Regulations and Building Code of W heat Ritlge, Cobrado or any other applicable ordinances of ihe Ciry. (2) This permit shall axpire if (A) the work authonzed is nol commenced within sixty (60) days from issue date or (B) the building authorized is suspendetl or abandoned for a penod of'120 days. (3) If this permit expires, a new pe"it may be acquired for a fee of one-half the amount normally required, pmvided no changes have been or will be made in the ori9inal plans and specifications and any suspension or abandonmenl has nol exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (i) year, full fees shall be paid for a new pertnit. (4) No work of any manner shall be done that will change the naturel Flow of water causing a drainage problem. (5) Contractor shall notify the Building Inspector hventy-four (24) houre in advance for all inspections and shall receive wririen approval on inspeclion card before proceediing with successive phases ot the job. (6) The issuance of a permit or the approval of drawings and specifcations shall not be construed to be a pertnit for, nor an approval ot, any violation of the provisions of t ang c~O r any ot ~r ance, law, rule or regulation. /000'~ C ef uild g Ins cto Please sign Terms and Conditions on reverse side of page. a~ wNEAl COMMI7NITY DEVELOPMENT DEPARTMENT Building Pemilt Number: , s BUILDIIVG INSPECTION LINE - 303-234-5933 Date: c CITY OF WHEAT RIDGE V 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 -(303-235-2855) ~ APPLI Property Owmer: M77-0 0 Property Address: 11 ly/ , ov• , Phone : 7oZO - ~J yy ^ S9D(~ z~ Contractor Licrnse No.: /~~vlc b n n _a-_ A Company: ON7:ER/CORTRACTOR SIGNATURE OF UIDERSTANDING MD AGREEMENT Phone: 1 hereby ccrtify Uut the setbatk distances yroposed by this pertnit application ar<accunte, and do not violalc applicable adinanca, nla or rcgulaoons olthc Ciry af Whcat Wdge w covrnants, euemenu a restrictions of rtcad; lhat alI messuremenls shown, and allcgations made arc auurvte; that 1 havc rcad and agroe to abide by all conditions pnmed on ihis appliption and that 1 usume full resyonsibiliry for compliarmc with the Wheat Aidge 8uilding Code (U.B.C) aad all other ayplicable Whpt Ridge Ordinances, tor work un(ia ihis yermit. n I JONT:ERpCONfRAROR): DESCRIPTION: , ~ A^~'""'~~p VAC, -q 6do II att Ct~A Construction Value:$ 9gdr00 Pertnit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ ~awl bo a BUILDING DEPARTMENT USE OiVLY SIC: Sq.Fc: zonu+a CorwcNn: Approval: Zoning: BuILaNU CorrZNrs: Approval: Pusuc Wwuca CoMrcurs: ApprovaL- Occupancy: Walls: Roof: Storiu: Residrntial Uniu: Electrical Liccnsc No: Plumbing Licease No: Mahanical Liccase No: Company: CompanY Company: Expvation Date: Expiration Date: Exp'vaaon Date: Approval: Approval: Approval: (1) Thu pennn wss issuad'm acvdaece viih dhe po.viuus set (uW ie yow appliwuun md u subject b the 6ws of the Siae of Cobrado md b the Zooin{ RaYUlaums W Buildiej Codn M WLui Rid`e. Cobndo a anY a6er ypticapk ardioaocv of the Ciry. 7L'u pemnit sha0 expim if(A) t6e.ork authorixd'u ud cmionmcd wid'u siary (60) dsys Gom iscm yu or (B) LM bwNmr auUwrined is suspcoded w ,n..aWea t«, a,ma or 120 my,. lJl If iAu permit eapirss, a . pemdt my 6e acquired fu a fm Mooe-pa1(16e anpmt normn) Ryuiuy, pp6dod m cryang,y ww yan w will be made mdw a,yind Drn, na ,pec;rK.uoes .se .or surys.aioe a w.saaume.t nu oa eu.sma aae aWndonmmt eaceeds aoe (l) Ywr. ta0 fees slull be ryid fo a nsv pemoi~. (1) Y~. If ch~eges 6~ve beso «:l:uryauion ar (1) No wwk of uy mwrtr t6N he doo, Wt will chaoge 1he mmral lbw of rmv ousmg a dninu`e prpykm. (5) Cmvacbr shall ooufy de &dldioy loipsw twory-four (34) Aours ia WhaMZ fw a0 irtrpecfiona md slull rttti%e rnKn appmrd on insyccom card befae proroediny wi0 suetmivt pAnes of Ms jab. (6) TLe aauoce of a pmnn v ds ypmvd of dnvioB aod apeci&adaec shW od be canstrued n ha pm.isions of the bu:Nie`codes «~ny wAer ddwoce, hw, ruk « rtgu6riou. a~"i~ for. ~pr ~n app~oval of. ~ny vio6uon of ~M1e Chief Buildino In<n'rtnr COMMUNITY DEVELOPMENT DEPARTMENT Building Permit Number : 76837 BUILDING INSPECTION LINE -(308-234-5933) Date : 3/22/2004 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Property Owner: METRO BROKERS Property Address : 11941 W 48TH AVE STE 100 Phone : 720-974-5900 Contractor License No. : 19226 Company : Ad Lite Sign Co. Phone : 3993334 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this permit application are accurate, and do not violate applirable ordinances, rules or regulations of the City of W heat Ridge or covenants, easements or restrictions of record; ihat 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 W heat Ridge Building Code (U.B.C.) and all other applicable a i ge ordinan , s, for work under this permit, (OWNER)(CONTRACTOR)SIGNE~~. DATE56S/,,~ Description : TWO NEW CHANNEL LETTER SIGNS Construction Value : $5,200.00 Permit Fee : $162.90 Plan Review Fee : $0.00 Use Tax : $62.40 Total: $225.30 Use: , Col~g~ BUILDING DEPARTMENT USE ONLY 2otM9 Gpirimitita., SIC : Sq. Ft. : Approval : TRC OK. 19 MAR 04 Zoning : pID B Gi Icitnii, ~tiin!rieq~~: Approval : Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Expiration Date : Approval: Plumbing License No : Company : Expiration Date : Approval: Mechanical License No : Company: Expiration Date : Approval: (1) This permit was issued in accordance with the provisions set forth in yopur application and is subjecl to the laws of the State of Colorado and to the Zoning Regulations and Building Code of W heat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sizty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period o(120 days. (3) If this permit expires, a new permit may be acquiretl for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceetled 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 ba done that will change the naturel Flow of water causing a drainage problem. (5) Contraclor shall notify the Building Inspector lwenty-four (24) hours in advance for all inspeclions and shall receive written approval on inspection card before proceetliing with successive phases of the job. (6) The issuance of a permit or the approval of d2wings and specifcations shall not be construed lo be a permit for, nor an approval of, any violation of the pmv/is of th b'y/y~I in/qJ codes o{f//~ny /other ordinance, law, rule or regulation. I~LY~O VVILBlk~ Chief Building Inspector Please sign Terms and Conditions on reverse side of page. DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : /(,(F1P-0 w°vviz-,5. Property Address : 1114'tI w' ~f-` A4b e~oj tTtF IJa Contractor License No. : Company : f40-t.CIU-Sl&N OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pemit application are acwrate, and do not violate applicable ordinances, rules or re9ulations of the City of Wheat Ridge or covenants, easements or restridions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheal Ridge Building Code (U.B.C.) and all other applicable Wheat R'dge ordinances, tor work under this permit. (OWNER TRACTO SIGNED DATE 3' I S'U Description: •7 ~~,~t.e~.~Q`~~ ~ BUILDING DEPARTMENT USE ONLY Zb_Fflmm~~ifff~~ Approval: ~ Zoning : pl~) ~ Balrat~g,conrrtren-~ Approval: Approval: Occupancy : Walls : Roof : Stories : Residential Units : Building Permit Number : Date: 3'•15•ut Phone : 77,0 . q_T`r. Sq0n Phone: 3;03- Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total : SIC : Sq. Ft. : RECG!~[I~VCDD MAR f 2004 Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Approval: IM JPi3-WR4W~M= Expiration Date : Approval: n Expiration Date : Approval : 0 Emmm (1) This permit was issued in accordance with the provisions set forth in yopur apDliwtion an01s sub'ect to Ihe laws o1 the SWte of Coloredo anC to Me Zoning Regulations and Building CoOe of Wheat RiOye, Colorado or any olher applicable orCinances of t~e Ciry. (2) This pemit shall expire d(A) the work authonzetl is nat commenced within siMy (60) tlays from issue Eate or (B) Ihe building authorizetl is suspentled or abandoned for a penod of 120 days. (3) If this pemit expires, a new pemit may be acquired for a 1ee of ane-halt the amount nortnally required, proviaed no changes have been or will be made in the original plans and specifiwtions and any suspension or abantlonmenl has nol enceeCeC one (1) year. I( changes are made or i/ suspension or abandonment ezceeds one (1) year, full /ees shall Ee paitl for a new permil. 4) No work of any manner shall be done that will change the natu2l flow of water causing a d2inage problem. 5) Controctor shall notiy ihe Builtling Inspeclor lwenry-four (24) hours in advance for all inspections and shall receive wntlen approval on inspection card 6elore Craeediing with successive phases of the 1~ob (6) The issuance of a pemit or the approval ot drawings ana specifiwtions shall not be consVUed ro be a pemit for, nor an approval of, any violation of Ue provisions ol the builtling codes ar any other ordinance, law, rule or re9ulation. 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 ~ ~ ~ tG fi Y 0 ~ ~=~~z~ a o ~ Q z ~ ~ x N m ~ Z ~ A 'L ~ Q A A ~ O ~ A € N ~ a ~ o ~ D ~ ~ ~ ~ ~ ~ e I y ~ IIZI ~ Z rTi C A 9I 9I ~ I"oQf~ 3 oi ~ IAI ~ Q ~ D R]D I c y ~ ~ Hy Y Q3o>K y?m~ ' Cn c~ 73 A , ~D0 713 o~~~ 7 moD~ rx rn,m, D~T m I> V I VV1 V70 Ov 793 O ^ ~xXN N 2 ~ : _ Q? (j)M-= y D = X X O ~ .5z I ~ G Q F am r m i C ~ Z ~ !ll ~ m II r ~ m m II 70 ~ I Q ~ C~ ~ s I ~ N O N O ~ ~ . ,4 I (q4I w 1-9o F~' IU ~ m O ~ A m O ~ ~ 1~1 ~ ~ 0 "ja pz 1~1 A ~ ti ~ ~ ~ i I I ~ ~ I ~ ~ „ ; C~d A , tn . , ~ b ~-3 O ~ z a Jb" 7a' re 0 P%l ~ A 'x1 r rn tz City of Wheat Ridge Planning and Development Department Memorandum TO: Address & Elevator File FROM: Kim Quayle, Building Division SUBJECT: Red Tag on Dumb Waiter DATE: December 30, 1999 Oq Dea 29, 1999 Randy Pabst (DRCOG), elevator inspector, inspected the dumb waiter elevator att11941 W. 48th Avenue~(Austin Mortgage). Randy "Red Tagged" the dumb waiter as it is not to code at this time. ~ e:\planningUotms\nemotemp Certificate of Completion AND/OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUII,DING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: TENANT REMODEL, LAKEMONT OFFICE COMPLEX 99-8486 OWNER: First Colorado Mortgage ADDRESS: 11941 W. I-70 Frontage Rd. North CONTRACTOR: EJCM Inc. 711 Vallejo St.. Denver, CO 80204 PROPERTY ADDRESS: DATE ~ ,Z CHIEF BUII,DING OFFICIAL ~ ZONING ADNfINISTRATOR INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS vvMtA U RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOBADDRESS FgAJ BUILDING PERMIT N0. y4-"15Lg DATE ISSUED 2-~-9 9 OWNER ~1~'f CONTRACTOR _ E~CYY1 T_ M_ v v TYPE OCCUPANCY SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPA E PERTAININ T THI B INSPECTION DATE INSPECTOR Footings Caissons Reinforcing or Monolithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Electrical Plumbing (Ground Worl Heating (Ground Work) -",UP, DT NOU~tryFLO~R UNTILVE HAS BEEN SIGNED Rough Electrical UlG43 on a-~~• ,-y Rough Plumbing 0 /41 Air Test Gas Piping Rough Heating & Ventilation 0- . (eoove musi oe signev prlor to /ramirl,q inspection) ~ Insulation Electrical underground PROTECT THIS CARD FROM THE WEATHER Uc:GUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PEIZMIT TRAGKING FORM DATE SUBMITTED 1- A'~i -qq PERMIT NU TYPE OF PERMIT C OTC1Cn CONTRACTOR c ~ CSl -1n'Q PHON OWN TYPE ,ftAftWERM1T APPROVED `C4 REQUIRED CONDITIONS MET PRIOR 70 PERMIT APPLICATION 7 YES ~ NO N/A GONDITIONS OF ❑ BUILDING DEPARTMENT DATE IN DATE OUT ❑ ENGINEERIN6 DEPARTMEN7 ~ ~ PLANNING DEPARTMENT ~~c~ Ko cFaa~--- DF ~f,)E ~ FIREDEPARTMENT RQADR a-8 ({Ci ❑ GITY ARBORIST - ❑ POLICE DEPARTMENT ❑ SEWER DISTRICT ❑ WATER DISTRICT ❑ ' OTHER-l ~ v Co - a - qc? i i ~i ~ 1 I V Z 0 J 7 ~ W ~ ~ ~ ~ N Q rLr)i = N ~ Cf) M LL - O F" V i~ ~ ~ V ~ ~ t~ 0 4mi Vw` LM i.. ~ ~ ~ ~I ~ 2 A 0 J a 0 ~ 'O > C O t0 01 w w i t d M L aN d ` t ~ 9 cci C ~ cc ~V «o ~ C y O N % Y O > d rn ~ c ~ o c o 0 d 9 Y ~ E M $A 4) F Qi A y C ~ R V t m tl! C O ~ O .5 C 0 'o ~ rnd ~ y w C L •O Y F d u ~ O 9 u 0 S C d ~ a o c > cc t T d c t o d ` L W i V ~ ~ d L 3 s ~ c s 3 m i M C Fa- cn F W O W ~ Z G ~ ; Q LL RPR-29-1999 14:33 - FROM EJCM, INC. Coastruuion ManaCcmrnt FAX THANSMITTAL TO 3032352857 P.01 711 VolleJo . A~ m No. oE PAGES: Q n amiecal) cxa i DATE: a~ q d, n ng (inelud TO: B FROM: ~ LAI xE: 8q8 axxrr: , _ J 36.4 LO40/zA1oC> I-roKUiq•t r_ C0MMEN'PS : 2~ h '31~ Yeu1~.t~Pwe - • . RPP,-29-1999 14:34 FROM EJCM, INC. TO 3032352857 P.02 1 l `trt~ ~ + 1 f °'~1'~~ c'.~'1~+!`~:~~~~•f.itS ~.~1 r ~t'4'+il{►~~:! ~ t2r'E I L ~ ~ lt,ly:~ ~~~1 ; a~ ~ ~~~1~~1..;,►~~. ,.;l.~a'~ ~p~.~~~~' 1~~ C C.: 4~1~'i ~i~`:~1 4` ~ S°.e,i ~ li 0 it~.'~ 1b'~ r''~''• ",:^i. P~~ ~~~j' 7}~Z. J: a'~l• { y:~a~ a ,.y~n,t~m~E .=x~. 3 ~ , 5~ .~.y:ri~''r~,:~~t ,~t ,S,r~.,• ~ _ I ::tYla MumUO! (b 4? ::tTtq ~Cro Cc~n:ityGleon NanQvm ;hr-a~aL' Ya:tRrr f'bQr COhlrtn! iC)Ui (in :1 t Ccn!munur. 1,:.men: Nyfatr iYr 7 I'IY Ilr,alart tufllit! f i)o t4tr'qh! Va Iboh! : t)0 t:ort (iauqe :S71G• 4nop Sr.lai! P.1111cen tulttttl Weiytif 4? 07 f'i:: Scl Yd DYV MuI0U0 Ei6Ck AYt'd F<<m:ur 6attmg Reimortce Wovun f;tiii!nctie SocanOaly Backmg ActionGacli Total Weiqnt 82 01 ApPios Pet Sq Yu yy,4(n; 12 Ft SIOCA Cu.lom WitlthS AvW11Ul1 WBa: warranly Limitea tU vea( We31 Wertanly Treaimem: 3M ScoIcngaidT' Soii Protectoi flammabihty: ASTM E-648 (Flaoring Ratliant Panel): Ciass 1 ASTM c•662 iNBS Smoke Cnambery: 450 or Less FF-170 (Melnenamine Pili Test): Passes aPR 2 81999 Static Protection: Built-in static protection below 3.5 KV normal numan sensitivity under slan0ard tesl condilions (70 Degree F-2096 R.H.) Installation proCedures snould Ge followetl as descriped in ihe acceptetl industry standard of installation of commercial floor covering materials, CRI Bulietin 104. ;(~{p LfFT SWATCH FOR SPE . ~ . TOTAL P.02 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 8486 2/8/99 Property Owner : Property Address: 11941 W 48TH AVE Contractor License No. : 17826 Company : EJCM, Inc. - !/4'u_tI0 s Phone: 443-9030 ~WLA41' w"'T Phone : 573-5678 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiy that the setback distances proposed by this permit application are accurete, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that 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 J and all other applicable W{ ea Rid e ordinances, tor work under this permit. (OWNER)(CONTRACTOR) SIGNE^ / DATE a O / Description : Tenant`r6model, garden level, Lakemont Office Complex Construction Value : $45,000.00 Permit Fee : $593.75 Plan Review Fee : $385.94 Use Tax : $675.00 Total: $1,654.69 Use: BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : Approval: . APProval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company : Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approval: (1) 7his permit was issued in accordance with the provisions set fodh in yopur applicalion and is subect to the laws o( the State of Coloredo and to the Zoning Requlations antl Builtling Code of VJheat Ritlge, Colorado or any other applicable oMinances oFthe Ciry. (2) This pertnit shall expire if (A) the work authorized is not commenced within siMy (80) days from issue tlate or (B) the builtling authorizetl is suspended or abandoned tor a period of 120 days. (3) If this pertnit expires, a new permit may be acquired for a tee of one-half ihe amount nortnally requited, provi0etl nqchanges have been or will be made in ihe original plans antl specdications and any suspension or abandonment has not exceeded one (1) year. It changes are made or it suspension or abandonment exceeds one (1) 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) Contrector shall no6fy the Building Inspector hventy-(our (24) hours in atlvance for all inspeclions and shall receive wntten approval on inspection card before proceediing with successive phases of the job. (6) 7he issuance ot a permit or the appmval of tlrewings and specifications shall not be wnstrued to be a permit for, nor an approval of, any violation of the provisions of the builtling cotles or any other ortlinance, law, tule or regulalion. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING E. ~ 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 :J1,1141 V4~~T Contractor License No. : ~ Company: ~FJc.~ s= r-~ Phone . 3b3~ y439o3 a Phone : 3c~~ 3e, 3 i3~2-8,WS. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by lhis permit application are accurate, and do nol violale 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 Cotle (U,B.C.) and all other applicable Wheat Ridge ordinances, for work under ihis permit. (OWNER)(CONTRACTOR) SIGNED DATE~--« Description BUILDING DEPARTMENT USE ONLY SQC~~ ZoriinrC611 fmeiSts'J ~NT<~? SIC : Sq. Ft. APProval ~ CIkR~k.~ Zoning : ;)Tn Buil0ing Co ,ent"s:a Approval : P ~ti I f~WbFKsRGoF~ r'~h~s~ Approval: Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Cempany: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval: Approval: Approvai: 1M CP,IanTR~~e_~ ~ ~P.I~FfB'R~QIIIf~H~ n lEfEs'SRS~iPA:tlW (1) This pertnit was issued in accoNance with the provisions set forth in yopur apDiicafian and is subject lo Ne laws of the State of Cobrado and lo Ihe Zoning Regulations anC BudCing CoEe of Wheal RiCye, ColoroEO or any mMr aDPlifable oMinances ol the Ciry. (2) This pr.rtnfl shall e:pire d(A) tne work author;zed is not commence0 wiNin sixry (60) days Irom issue Eale or (8) the OuilEing auNOrizeA is suspen0e4 or abanUOneE for a period of 120 Cays. (7) If ihis pertnil ezpires, a new pertnd may De acquiretl for a!ee of one-hall Ne artqunt normally requiretl. provided no change.s have Oeen or will Ee made in Ne on9inal plans anC specificalions anC any suspension or a0an0onment has nol exceeEed one (1) year. II changes are maAe w il suspension or abandonment exceeds one (1) year, lull fees shall be paiC for a new pertnil. (4; No work ol any manner shall De done that will change the naWrol Oow of water causing a drainage proDlem. (5) Contractor shatl notity the Building Inspedor twenN-four (24) hours in advance for all inspectbns and shall receive written appmval on inspection ca:d betore Droceediing wit~ successive phases ol lhe job. (6) Tl~e issuance of a pertnil or the approval oldrawings and speciffa6ons shall not be consWeE Io Oe a pertnit for, nor an aOPraval ol, any violaGon ol Ne D(avisions of the Duil0ing codes or any other ordinance, law, rule or regulaGOn. 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 Construction Value : #5 `'`'O • ✓ Permit Fee : ~Sq 3 ~7 Plan Review Fee ~69 3 ~ ~4 Use Tax : Total : Arvada Fire Protection District FIRE MARSHALS' OFFICE P. O. Box 3-D ARVADA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422-4569 Plan Review Comments Date: _ _ct n. Reviewed By: Sack~r T Name Of Address: Occupancy Class• ~ Square Footage G.0)6 Sprinkier System Yes Y--No Fire Alarm System Yes -KNo 1. Site: The address shall be posted on a temporary basis and shall be permanently affixed to the building in a 'minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: 1.~ Exit doors in Group B, F, M, and S Occupancies that are provided with a key lcrclcing device shali be provided with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED DLIRING BUSiNESS HOURS. IF FOUND i.OCKED, CALL THE FIRE DEPT. Signs are available from the Fire Dept. at No Charge. UFC 97 1207.3. Amended. 2. Whea exit doors are used in pairs they shail open with one operation. Edge or surface mounted flush bolts are prohibited. UFC 97 1207.3 3. Remaining exit doors shall be openable from the inside without the nse of key or special lcnowledge. ~UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 persons. UFC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 Page Two 3. Corridors: 1. Exit corridors accordance with UFC 97 1209. 4. Hxit Signs: and openings shall be installed in the Building Code. 1. Exit signs with battery back-up shall be installed at required exit doorways and where necessary to cleariy indicate the direction of exit egress where the exit serves an occupant ioafl of 50 or more. UFC 97 1212.3. Provide additionai exit signs at the foilowing locations. UFC 97 1212.3 3. K Exit signs shown on the plans shail be snbject to field inspection. Additional signs may be required. UPC 97 1212.3. 5. Emergency Lighting: 1• Provide emergency lighting by night light or battery pack ueits for an occupant load of 100 persons or less. UFC 97 1211.1 2• Provide emergency lighting by battery pack units as the occupant load exceeds 100 persons. UFC 97 1211.1. 3. X Emergency lighting shall be subject to field inspection. Additional units may be required. UFC 97 1211.1. 6. Fire Extinguisher's: 1.~ Fire extinguisher's shall be a minimum of a 4-A rated, 10-1b ABC dry chemical unit. Contact the Fire Marshai's Office for number of unit and m uT~ ing locations. UFC 97 1002.1. Amended. ~a l % 7. Fire Protection Systems: 1. Changes to the sprinkler system may be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing. UFC 97 1001.5.1. i Page Three 2. work performed on sprinkler systems shall be from a State of Colorado licensed sprinkler contractor. 3. A separate permit will be required to be obtained from the City of Arvada Building Department. 8. Fire Detection and Alarm Systems: 1. Changes to the fire aiarm system may be required due to construction. Submit a minimum of three sets of plans for review and comment prior to work commencing. UFC 97 1007.3.1. 2. A separate permit for fire alarm system changes will need to be obtained from the City of Arvada Building Department. 9. Eiectrical: 1. The owner needs to verify that sufficient electricai receptaeies have been provided as extension cords and multiple adapters are not permitted, nor shall flexible cords pass through waiis, ceiiings or doorways. UFC 97 8506.3 2. Electrical disconnects shall be labeled with address and unit nuinber when instalied with imuitiple nnits. UFC 97 8509.3.1. Amended. 3. Provide locks on circuit breakers providing power to exit signs and night lights as specified in the Electrical Code. 10. Gas Meters: 1. Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Gas meters shall be identified as to the address and unit number. UFC 97 1106 Amended. 11. Interior Finish: 1.x Carpeting shall be a minimum of a Class II Critical Radiant Flux and documentation shall be provided prior to installation. UFC 97 Appendix IV-A. Page Four 12, Additional Comments: 13.~ Any code requirements arising from construction will be addressed. 14.~ These comments shall remain with the approved plans at the construction site. 15. \ Contact the Fire Marshal's Office at 425-0850 for • questions or additionai information. 16. Inspections: ~ 1./,~,Twenty four hours notice is required for all inspections. UFC 97 103.2.2. FAXTRANSMffTAL liof FhX jjpN DISTNCT (3p3)424-3012 ~ vL P~a,,. ~~`u^'. Z~ c,gr,;;?Ft~O~ GPd ;;"d I^I!' ~0 9 3Il1 G6-~~-~7l^I Arvada Fire Protection District : ~ FIpE MARSMALS' OFFICE . ~ P. 0. 8ox 3-D AF1VpDA, COLORADO 80001 Telephone (303) 425-0850 - FAX (303) 422•4569 Plan Review Comments Date: Reviewed Name Of Project: _ Address- " Occupancy Class:--2)- Square Foota¢e SprinRier System ~Yes \1_<-N° Fire Alarm System _-Yes xo 1. Site: 1, The address shall be posted on a temporary basis and shall be permanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 901.4.4. Amended. 2. Exits: Exit daor8 in Group H, F, M, and 5 Occupanciea that are provided with a key locking dsvice shali be provided . with a sign stating, "THIS DOOR IS TO REMAIN UNLOCKED flURINO S{3SiNESS HOURS• iF FOUND LOCKED, CALL THE FIRE DEPT. Signs are available from the Pire Dept. at No Charge. UPC 97 1207.3. Amended. exit erataonrS Edare ge or e surface lmounted flush bolts pare 2 onertop prohibited. UFC 97 1207.3 3.)RemaininB exit doors shsll be openable from the inside without the use of iceY or special knowled8e. UFC 97 1207.3 4. Exit doors shall swing in the direction of exit travel when serving any hazardous area or serving an occupant load of more than 50 pcrsons. i3FC 97 1207.2. 5. Exit doors shall be distinguishable from adjacent construction. UFC 97 1207.6 ' d 566L~~fi60~ 9N "'dd Nav h0:8 gIls 66-77-H'dN1 ~ Page Two 3. Corridors: 1,-- Exit corridors and openinge shall be installed in accordance with the 6uiiding Code. UFC 97 1209. 4. Exit Signs: Exit signs with battery back-up shall be installed at required exit doorways and where necessary to clearly indicate the direction of exit egress where the exit serves an occupant ioad of 50 or more. UFC 97 1212.3. 2. Provide additional exit signs at the following locations. UPC 97 1212.3 g, x Exit signs shown on the plsns shail ba subject to field inspection• Additional signa maY be required. UFC 97 1212.3. 5. Bmergency Lighting: 1 ~ pack Provide efor nan occupang 1oad1ofti00gpersonsaor eless- UFC 97 1211.1 2, Provide emergency lightin8 by batterq pack units as the occupant load Cxceeds 100 persons. UFC 97 1211.1. 3. ~ Emergency lighting shall be subjeet to fieid inspection. Additional units may be reauired, UFC 97 1211.1. 6. Fire Bxtinguisher's: 1,~ Fire extinguisher's shail be a minimum of a 4-A rated, 10-1b ABC dry Chemical unit, Contact the Fire Marshal's Office for number of units and mounting locations• pFC 97 1002•1• Amended. 7, bire Protection SYstems: 1. Changes to the sprinkler system mav be required due to construction. A minimum of three sets of sprinkler plans shall be submitted for review and comment prior to work commencing• UFC 97 1001.5.1. '~U:8 311I 66-~~.-3"Fd Page Three Z, work performed on sprinkler systems ehall be from a State of Colorado licenaed sprinkler cvntractor• 3. City of Ar ada HuildingeDepartmentto be obtained from the required 8. Fire Dctection and Alarm Systems: i. Changes to the fire aiarm syscem may be re4uired due to construction. Submit a minimum of three sets of plans for rnview and comManc prior to work co+mmencing. UFC 97 1007.3.1. will need 2 aned fro o the City of Ar ada Buiiding to be obtai DepaitmCrtt. 9. Electrical: . 1. X The owner needs to verify that sufficient electricai receptaci0s have beee provided as exLeneion cords and multiple adapters are not permitted, nor shall flexibie cords pass through waiis, cailings or doorways. OFC 97 8506.3 2. Electrical disconnects shall be labeled with addrass and unit number when instalied with muitiple units. UFC 97 8509.3.1. Amended• 3, X Provide lock$ on circuit brcakers providing power to exit signs and night lights as specified in the Eiectricai Code. 10. Gas Meters: 1, Gas meters shall be protected when subject to vehicle damage. UFC 97 1106. 2. Oas meters shall be identified as to the address and unit eumber. UFC 97 1106 Amended, 11. Interior Finish: 1.-X- Carpeting shail be a minimum of a Class II Critical Radiant Flax and documentation shall be provided przor to inetallation. UFC 97 Appendix IV-A. ):y3 I'IV '7Li B 3ii1 66-~~-fl!!I^I Page Four 12. ndditional Commentsa 13. ~ Any code requirements arising from construction will be addresaed. 14. ~ These comments shall remain with the approved plans at the construction site. 15. ~ Contact the Fire Marshal's OFfice at 425-0850 for • questivns or additionai information. 16. Insyectiona: I.-/-, Twenty four hours notice is required for all inspections. UFC 97 103.2.2. 5 i yFr:;~~~~f~ Ofd ;°;'d3 I^I" yil:G 3f11, hE-;;~-g~'i^1 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 8555 3/1 /99 Property Owner : Property Address : 11941 W 48TH AVE Contractor License No. : 19300 Company : Custom Air, Inc. Phone: Phone: 761 1036 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certiry that the setback distances proposed by this pertnit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C J and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTR4CTOR) SIGNED DATE Description : Insttall (2) furnaces and ductwork for remodel Construction Value : $30,335. 00 Permit Fee : $452. 35 Plan Review Fee : $0. 00 Use Tax : $455. 03 Total: $907.38 Use BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval: Zoning : e . Approval : Approval: Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Company : Plumbing License No : Company: Mechanical License No : Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : (i) This permit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of [he State of Coloratlo antl to [he Zoning Regulations and Buildiny Code of Wheat Ridge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authorized is not commenced within sixry (60) tlays from issue date or (B) the builtling authonzed is suspended or abandonetl for a penotl of 120 tlays. (3) If this permit expires, a new permit may be acquired for a(ee oFOne-halt the amount normally required, provided no changes have been or will be made in the original plans antl specifications antl any suspension or aban0onment has not exceedetl one (t) year. If changes are matle or if suspension or abantlonment exceeds one (1) year, full fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change the naNral flow of wa[er causing a Crainage problem. (5) Contrector shall notiry the Builtling Inspedor hventy-four (24) hours in atlvance for all inspeclions and shall receive written appmval on inspection card betore proceediing with successive phases of the ~ob. (e) The issuance of a pertnit or the approval o~drewings and specifcations shall not be construetl to be a permit for, nor an approval of, any violalion of the provisions otthe lytiljling mjW or any other ordinance, law, rule or regulatlon. Chief BuildinJ"Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 r.ast Qo. Gjt9. Building Permit Number : Date : Property Owner : Property Address : 119AIl Wt4t 49't-^ A,te. Contractor License No. : 19300 Company : Cu94om Ill 1 a7C , Phone: Phone:3o3-761- 10310 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANOING AND AGREEMENT 1 hereby ceRify fhat the setback distances proposed by this permit applicalion are accurate, and do not violate applicable ordinances, rules or regulations of the City ot 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 by all conditions printed on this application, and that I assume (ull responsibility for compiiance with the Whe Ridge Building Code (U.B.C.) and all other applica6le Vftat Ridge ordinances,lor \vorp une this permit. (OWNER)(CONTRACTOR) SIGNED ~ E U 11 1 ~ 7 Description P r~(~~ r~ (1 i i_ Construction Value e► Permit Fee " Plan Review Fee : 452. 3S Use Tax : d Total : 77p, t-* Gn7 3 ru\ Q ceS k GYUC-vWofv(., BUILDING DEPARTMENT USE ONLY Zonin omments:; _ - Approval: Zoning : SIC : Sq. Ft. : Approval : FTbliaWWorlfst.Corti"tnefit~ Approval : Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No Company : Company : Company &54o m qi (t ~If NG Expiration Date : Expiration Date : Expiration Date :/2/ 99 Approval: Approval: Approval: ffj GPIarislLReg~Q(.red~ 0 t?I"R#qum cfaTimR~~ (1) This pertnit was issue0 in accordance with the provisions set forth in yopur appliration and is subject to Ne laws of Ne State of Coloratlo and to t0e Zoning Regulations antl Builtling Cotle ot Wheat RiOge, Coloratlo or any otner appliwoie oMinances of the Ciry. (2) 1Tis pertnit shall expire d(A) the work aulhonzetl is not commenced withm si:ry (60) tlays Irom issue Eate or (B) ihe builtling authonzed Is suspended or abantloned lor a penotl of 120 tlays. (7) I/ this permit expires, a new permit may Ee acpuirM br a lee of one-hal/ the amount nortnalry requiretl, proviGeE no changes have been or will be made in the onginal plans anC specilwtions an0 any suspension or aDanCOnment has not excee0e0 one (1) year. II cfianges are made or if suspension or abantlonment exceeds one (t) year, full lees shall be paid for a new permit. (1) No work of any manner shall Ge Eone that will change the natural9ow of water Causing a Erainage problem. (5) Contractor shall notity the Builtling Inspector twenty-four (24) hours in aEVance for all inspections and shall receive wntten approval on inspection cartl Defore proceetliing with successive phases o/ the Iob. (6) The issuance of a permit or the approvai o( E2wings antl specifirations shall not Ge constfuetl to be a pefmit tor, nor an approval of. any violation of the provisions olthe Cuiltling coCes orany otherordinante,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 1)3 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 8338 , BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 12/31/98 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ~ Property Owner : Property Address : 11941 W I-70 FRN RDXUNIT B Phone : 303-368-9497 Contractor License No. : 18270 Company : McBride Lighting, Inc. Phone : 778 8787 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violale applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; Yhat all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE Construction Value : $500.00 Permit Fee : $30.00 Plan Review Fee : $0.00 Use Tax : $7.50 Total: $37.50 Use: Description : New service panel }=~f C~.-'( BUILDING DEPARTMENT USE ONLY m "M Approval: Zoning : Approval : Approval : Occupancy : Walls Electrical License No : Company : Expiration Date : Approval: '_X)~k SIC : Sq. Ft. : C~ Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Expiration Date : Approval: Company : Expiration Date : Approval : (i) This pertnit was issuetl in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Coloratlo and to the Zoning Regulations and Builtliny Cotle of Wheat Ridge, Coloredo or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorizetl is not commencetl within sixry (60) days from issue da[e or (B) the builtling authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires, a new permR may be acquiretl tor a fee of one-half the amount normally required, provided no changes have been or will be matle in ihe original plans and speciFlcations and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, tull fees shall be paid for a new permit. (4) No work of any manner shall be done that wdl change the natu2l Flow of water causing a tlraina9e proDlem. (5) Coniractor shall notiy the Building Inspector twenty-four (24) hours in atlvance For all inspections and shall receive written approval on inspection card before proceetliing with successive phases otthe job. (6) The issuance of a permil or the approval of tlrawings and specifcations shall not be wnstrued lo be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, mle or regulation. Chief Buil ing nspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : - BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 APPLICATIo N PropertyOwner: ivtIcE Nxt,N au-Da>E Property Address :!!9U/' 8 SPAcF- e-J ``-770 Phone :,3 68- 75iT7 Contractor License No. : / S271D Company : ry/cg,z~,pi LiFy»,UG- Phone : 770 -2 737 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 restnctions of record; that all measurements shown, and allegations made are accurate; that I have read and ayree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED DATE /Z'31'9S Description : Aj,_,_,_/ 5E,01VIc,c: /'j+AJEL BUILDING DEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : Zoning : 6~7i(8 Approval: P,:(Ml Approval : Occupancy : Walis : Roof : Stories : Residential Units : Construction Value : sm°° Permit Fee : 13() Use Tax : Totai : Use: Electricai License No : Company : Plumbing License No : Company : Mechanical License No : Company : Expiration Date : Approval: Expiration Date : Approval: Expiration Date : Approval: (t) This pemit was issued in accordance with the provisions set brth in yopur application antl Is suDjecl to the laws of the SWte of Colo2tlo anA to ihe Zoning Regula0ons antl Builtling Cade of Wheat Ridge, Coloredo or any other applicable ordinances ol the Ciq. (2) This pemit shall expire if (A) ihe work authonietl is not commencetl within sixly (80) tlays from issue date or (B) the building authonzed is suspentletl or abandoned (or a penoE of 120 Eays. (3) If this permit ezpires, a new pemit may be acquired for a/ee of one-half ihe amount normally required, provided no changes have been or will be maCe in Me onginal plans anE specifications antl any suspension or aDanGOnment has not exceetletl one (1) year. If changes are made or i( suspension or abandonmenl exceeds one (1) year, tull fees shall be paid br a new pertnit. (4) No work o/ any manner shall be done Ihat will change the natural flow of water causing a dreina9e problem. (5) Contrector shall notiy ihe Builtling Inspeclor Iwenry-four (24) hours in a0vance for all inspections and shall receive wntlen aDOroval on inspecUOn card before proceediing with successive phases of the job. (8) The issuance of a permit or the approval of drawings and specifications shall not Oe consiruetl ta be a pemit for, nor an approval of, any violation o/ the provisions of the builtling codes or any other ortlinance, law, rule or regulaUOn. Chief Building Inspector Certificate of Completion AND/OR Compliance CITY OF WIiEAT RIDGI: 7500 W. 29'111 AVENUG WIiGATRIDGF..COLORADO 80031 TH1S GERTIFICA7'l: VER1I'IES TI-IA"T THE PROPI:RFY DI-SCRIBED BI:I.OW_ DOLS COMPLY WI'CH'fHI3 WHEAT RIDG6 [3UILllING CODE. ZONWG ANll OTHER RELATED LAND USIi AND DEVELOPMk:N C L.AWS OF THE CITY OF WI{EAT RIDGE FOR THE PO[.LOWWG PURPOSI: : Office Building Shell___ OWNrRKevin Gilliqan ADllRLSS_119411-70_Fro~i_ N. CUN7 f2AC"I UR Kevi n Gi l l igan PROPERTY ADDRESS 11941 I-70 Frontage Road North DATE 2/27/97 CIIIF.F BUILDING OFF[CIAI) "I.ONING ADMINISTRATO,~ PERMR NUMBER 97-4570 a g O m T O O ~ m v tmil 9 s i ~ ~ 0 ~ n ? D ~ 9 0 z ~ 7c (D < ~ mm3m m^wo D m m ~ m m f c T m m O ~ O Z N N r7~o j ~ n afP mmjn m y Z n m m m ~ n m ~ 70 ~ G) ~ < a ~ n~m ~ m m N J 0 ~ ~ Q m ~ ~ a y m mog^ ~7 ~ ~m`mm H c m a ~ o- c N m ~ ~ 03 m m?3Q o 0 m m 0 m` a m ~ m o D c m c r^ ~ o p a 00 m m m~ T ~ w ~ ~o O~ mmnc o n <imz~ m~~' ~ 2 O y a ~ w mnvn o~1}I u ~ c~i + c 90 i 'o ~ n w D'~ rx~ ~ » vn p n,;lp m o°~ ~ O y C §m O fD F O mm m ~ 111 r1 r o m nQ ~ J ~ m m a a 1 `1 m v c pp o o ~ o , ~ ~a - o w m mw3 m m ~ wO C ,~1 ° ° m - a a ~ m F m = ~ ~ rF ' n J OJ d 0 m ~ 03 N .'LJ i-- ~D O l0 0+ W d Z O Z ~ ? VEPMR NUMBEP 97-4570 F T 0 3 m p o ~ 3 ~ ~ m a) o y c. n a m w ~ N 0 o 0 ~ J 0 O 9 ~ S m O r :E G7 m o Z 3 n C a m S ^~m O m m N o w m O m o = ~ ~ m O 7 3 -ii ~ O ~ (D 3 m ~ n ~ m 0 f ~ m m Q y c ~ n a= m m ~ F , c . D ~ 0 W ~ ~ m F m a D -0 r m O ~ m 9 O ~ m 0 N Z f/1 ~ A ~ v 0 T Z 0 ~ ~ w ~ N ;~O 0 ~ n Z 0 z ~ S 0 O Z 1 9 O O ~ 0 ~ Z m D n 0 v D m y ~ c n ~ mm3~ O S 0 ~ ~ 9 a , ~ m moc~ mm~y ~ ~mm nm nc ~ ^m a ~ 3 ~ ~ m - w fv anc m o ~ ~ ~ m° m m F~I 0' v a N m ~ F~ m~3m Fi ~ - 'm m ~ n ~ n > -i ~ng ao m ~ m m m~ y f° ~m . 9go M 3 . 0M. n».02 A o mQVn a ° o ~ m o < O z v ~ m o D n;t o ~ 9 O ~ mmm mv ~ ~ .0 c m n ~ vam r1 m nv 0°° X ~ a 6~ ~ a 3F~ ~ ~ O ~ N O z . . ^ m Q m O ~ 3 E a Q -n (D ~ CD S o' o- mEo z -s n w w N co N Co 00 V PEPMITNUMlER 97-4570 f a 0 0 p O ~ ~ m m m a O D ° a 3 ~ ~ m 1 _ I m a 0 m O 9 ~ S m T O r O f n Z Z G) ~ ° C ~ m O m m N g m m O w o _ 0 Q o m m 3 ~ m ~ O h O 3 ~ n ~m (D 0 ~ N ~ o 0 f ~ ~ w y c D n n ~ ro m m F V O ~ v ~ o ~ 0 0 m m w ~ E r v G) O rD- m O ~ m S O ~ m O tn Z (p ~ A ~ i V CD T Z 0 ~ A O SU d z O Z h S O O 1 D 0 4 O m O ~ z m 9 D O O m N N w c n ~ ~ ~ m w m c m T D~wa m aa- ~ maoc~ m m ~ y ~ m » 3°j M ~ ~ ao y m ~ °~s m y 0 m° m » ~ N m 0 o O m~3Q F~1 ng,.~ /1 O m C n ~ ~ t`~ SaS,', m w l o 9§0 ~ m m m ~ = F+d 3 mn0 o LJ a mmo2 w~~ a m ~ S O v O y n n° ° o ~11 a y 00 m m ~ m p 4 o 0 ~ 9 O ° mm m ~ v m m o m J C nm0 ~ m ao mmv ~ o 3fn X ~ ? °p y o m g -S ro m /1 L/ m ry ~n JI 03~ ~ :O- n m m ~ 3 Q r n c w w ~ ~ z z omo ~ N N W N lD ~D ~D tO 00 V pERMRNUYlER 97-4570 F ~ m 0 o i m m ~ O a - 3 ° m_ ~ N v o ~ ~ O m O m ~ m m m O rp O w o Q c m v m 3 ~ m 0 n ~ m o 3 3 ~ ~ m m c 00 m ~ o 0 ~ w m Q y c ~ d m 'o 0 m n m ~ F T O s ~ 2 m T O r O ~ Z ~ G ~ 0 N m W a N m ~ :3 rr t+ O Q m c N (D n fi O Z ~ ~ O Z A~ la (D 0 m r v G) O D ~ r mD a ~ m 9 O ~ O 9 m Z N ~ A . -i 0 ~ S O ~ ~ N ~ rD A 0 a n Z O -s h S 0 O z ~ D 0 4 O 9 0 :E z m m ~ W n f 7C *:E° ~ o < m m3fP ^ .w.. .m.. ~ m T 3 99my~ m np- ~ N ~ wm m m a < ~ 3a=m m ~O - o m m ro n- a c Nm ~ m~3° m omCa ~ A 3 mnom ~ ~ w ~ ~ o 0 x 25 0 ^ o w n f~ ~m0m ~S mm an o ~ a a p mv~ mm1 n:Lp 0 c ° Q o ~ mm m Y o ~ ; w m N p 0m N n m aa <QO m00 ve S 3 f $ m x ? 0° o -O, o m m ~ (D ~ m f om 0 mov 03 ~ m m ° a U r 0 f ° C c n>j i o Z G i Y Q ~ a0o N N a C o Co i--~ N ~p t0 ~ V \ 1 ~ y `J 3 O~o It O n t1~ C~ ~ z^ l 1 ~ ~ Date: 3 3O " y- A Certificate of Occupancy or Completion has been requested for: ADDRESS: Purpose of Structure: C) C lC-C-- Building Department Approval: Remazks: Zoning Approval; Remarks: Public Works 4/7 /q~ 4 /g /98 Remarks iNS 14~, I at ~~ALir. ....Ltss THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLO ADO (3031' 234.6933 7500 WEST 29th AVENUE INSPECTION RECORD ~ IOBaDDRESS 1I941 I-70 Froniage Rd. N. BUILDING PERMIT N0. ~ 96-3516 OWNER Kevin Gilligan DATE ISSUED ` 7/29/96 TYPE OCCUPANCY CONTRACTOR Giliigan Homes of Colorado SETBACKS FROM PROPERTY LINES: NORTH SOUTH EAST West INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footin s Caissons Reinforcin or Monolithic Weather roofin POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical Ground Work Plumbin Ground Work O, . eeZ c Heatin Ground Work - ^7 Do NoT^POUR~F~qQR UNTIL ABOVE HAS)BEEN SIGyED ~ Ae Rou h Electrical Rou h Piumbin AirTestGasPi in 4} Rou h Heatin & Ventilation -7 (anove musr ne siqned pnor to tramina insnection) Framin Insulation 61; c0 i~ q Dr wall nailin f,, Roofin Refri eration Electrical under round Final Electrical Fixtures 2 - ,g Plumbin Fixtures o. y. ° G Heatin & Ventilation Landsca e & Parkin A-~' R.O.W. & Draina e Fire De artment Job om leted (LG"5 vL0%~. l "L-/ f-'7G " U,P~VC NDT CUERMITTED UNTIL CERTIFICATE OF V~-9 PANCY IS ISSUED 2' Z- Z PROTEC HIS CARD FROM THE WEATHER INSPECTIONS WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE BUILDING SITE 24 HOURS NOTICE REQUIRED FOR INSPECTIONS WHEAT RIDGE, COLORADO 7500 WEST 29th AVENUE (303) 234-5933 INSPECTION RECORD JOB ADDRESS ~ ~t ~ 1 O ~►-v~/ ~ /~-~'o G I~-D w ( 7^ U DATE ISSUED ~ TYPE OCCUPANCY BUILDING PERMIT N0. OWNER SEfBACKS FROM PROPERTY LINES: NORTH SOUTH EAST WEST INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB INSPECTION DATE INSPECTOR Foundations Footings Caissons Reinforcing or Monalithic Weatherproofing POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED Concrete Slab Floor: Electrical (Ground Work) Plumbing (Groun(i Work) Heating (Ground Work) DO NOT POUR FLOOR UNTIL ABOVE HAS BEEN SIGNED Rouph Electrical Rough Plumbing Air Test Gas Pio Rough Heating & Ventilation (above must be signed prior to framing inspection) Final Electrical Plumbin Heatin & Ventilation Frame R.O.W. & Drainage Fire Department Parking & Landscaping OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED PROTECT THIS CARD FROM THE WEATHER Drywall nailing Roofing Refrigeration Electrical underground 4M lNAM ' Z~ . I V ! 3 ~ Builtling Permit Number : 3576 Job Address : 11841 1-70 PRONTAGE RD N ~ Description of Permit : 2 STORY OFFICE BUILDING Inspection List Number Type Date APP"M Remerics 8421 EXHA ST FAN DUCTS 12/3/96 OKlBG 8605 GAS METER RELEASE 12/10/96 OKBG 8702 1 ST 8 2ND FL ELEC OUTSIDE WALLS 12113/96 OK/JE 8753 INSUL 12/17196 OK/BG 8859 inberior waN 81ee on 2nd fl 1 Z/23/98 8929 RE WALI$/SETBAGKS 12127/96 OK/JE 9053 1ST FL ELEC 1/6/97 OKlJE 9068 LANDSCAp & PARKING 1/7/97 9124 DWNAtL 2ND FLOOR 1/10/97 ~ Building Permit Number: 3516 Job Address : 11841 I-70 FRONTAGE RD N ~ Descriptlon of Permk : T STORY OFFICE BUILDING Inspection List Number T Date Approval Remarks 9126 DWhiAIG2ND Fl 1/13/97 ok/ 9220 DWNPiIL 15T Fl ' 1/17/97 DIS/JE 9221 BASEMENT ELEC 1/17/97 DIS/JE 9258 FRAME , 1/20/97 OK/JR 9259 BASEMENT ELEC 1i20(87 OKlJE 9282 fLECfOR BPtSEMENT 1/21/97 OKlJE 9283 DWNAIL 1ST FLOOR SIGN OFF ON C 1/21i97 DIS/JE 9301 SERVtCE ELEC 1/22i97 OK/JE 9302 DWNAIL 1/22/97 OK/JE - Building Permit Number : 3516 Job Address : 11941 I-70 FRONTAGE RD N ~ Description of Permit : 2 STORY OFFICE BUILDING Inspection List Number 9302 T pe DWNAII Date 1122197 Ap roval OWJE Remarks 9432 DWNAIL BASEMENT 1127/97 OK/BG 9606 UPPER ROOF ELEC 214/97 OK/BB ENTRY CEILING;UPSTAIRS N SIDE CEILING 9683 2ND FL RHVAC 2/10/97 OK/JE 9684 FE 2/10/97 OK/JE 9800 FP LB HNF 2/18/97 OK/BG 9811 ROOF 2/18/97 OK/BG 9813 RE 2118197 9814 RP 2/18/97 OK/BG 7 Building Permit Number : 3516 Job Address : 11941 I-70 FRONTAGE RD N ~ Description of Permit : 2 STORY OFFICE BUILDING Inspection List Number T e Date A roval Remarks 9684 FE 2/10/97 OKIJE 9800 FP LB HNF 2/18/97 OK/BG 9811 ROOF 2/18/97 OK/BG 9813 RE 2/18/97 9814 RP 2/18/97 OWBG 9815 1 HVAC 1 2/18/97 OK/BG 9840 fe 2/19197 1 1 OK/BB 1 1 9842 ff 2/19/97 1 1 OK/BG 1 1 CEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4570 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 2/11/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 11941 I-70 FRONTAGE RD N Phone : 469-9447 Contractor License No. : 18984 Company : Gilligan Homes of Colorado, Inc. Phone : 469 9447 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value : $90,000.00 I hereby certify thai the setback distances proposed by this permit application are accurate, P2fmit FBB : $767.50 and do not violate applicable ordinances, rules or regulations of the City o e t Ridge or covenants, easements or restrictions of record; tll all measurements o r d allegations Plan RevleW Fee : $498.88 made are accurate; that I have read and agree t bide by all condit' s t on this application, and that I assume full responsibili or wmpliance wi t Ridge Building Use Tax : $1,080.00 Code (U.B.C.) and all other applicable Wh Ridge ordinan der this permit. (OWNER)(CONTRACTOR) SIGNE 9 ` < -f TOt81 : $2,346.38 Description : TENANT/FIfY1P BASJFMENT STOfXAfXE, FIRST OFFICE, SECOND OFFICE BUILDINCrrDEPARTMENT USE ONLY SIC : Sq. Ft. : Approval : GG 2/211/97 Zoning : Approval: Approval : Occupancy : Walis BASEMENT AREA NOT TO BE USED FOR OFFICE OR WORK AREA AS PARKING IS DEFICIENT Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : ~ ~IM; a.A1211i LM 29 (1) This permit was issued in accordance with the provisions set forth in yopur application antl is subject to the laws of the State of Colorado and m the Zoning Regulations antl Builtling Code o! Wheat Ritlge, Colorado or any other applicable ordinances of the Ciry. (2) This permit shall expire if (A) the work authonzetl is not commenced within sixty (60) days from issue tlate or (B) the builtling authonzetl 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-hatf the amoun[ normally required, provided no changes have been or will be matle in the original plans antl specifications and any suspension or a6andonment has not exceetletl one (1) year. If changes are made or if suspension or abantlonment exceeds one (1) year, (ull fees shall be paid for a new permit. (4) No work of any manner shall be tlone that will change Ihe natural Flow of water causing a drainage problem. (5) Contractor shall notiry the Building Inspeclor hventy-four (24) hours in atlvance for all inspections and shall receive wntten approval on inspection card before rceediing with successive phases of the job. (6) issuance of a permit or the approval of drawings antl specifications s0all not be construed to be a permit Por, nor an approval ot, any violalion of ihe provisions of the buil ing c des or any other ortl,i~ance, law, rule or regulation. Chie uilding Inspector j, For May T IS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION pEPARTMENT 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 : j~,?elj / 7o f~~yT~'G~ Contractor License No. : 1?90Y Company : 61 vL Phone : L~UL Phone:$qU-Sl~/2 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit and do not violate applicable ordinances, rules or regulations of thcovenants, easements or restrictions of recVthat measurem, made are accurete; t hat I have read e by all con< application, and lhat I assume full resmpliance Code (U.B.C.) and all other applicable dinances; j~ (OWNER)(CONTRACTOR) SIGNEB%/Y/' _/F~ Description : ~71 application are accurate, a Ciry of Wheat Ridge or ?nts shown, and allegations litions n this h t ea 'dge Building r u this permit. BUILDING OE-Fir Zb'Kf~bTflMM Approval: Zoning : ~~G ~O f s~rai ca~r~s~s ~ Approval: ~n~PJ' Pab~ LnM en L Approval Occupancy : Walls : Roof : Construction Value : Permit Fee : Plan Review Fee : Use Tax: Total : ~ S~L-! s`~y~,g~- r,..bf oA'r-,r- , USE ONLY SIC : Sq. Ft. : uAa . , , d ~ rIdG Stories : Residential Units : Electricai License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiretion Date : Expiration Date : Approval: Approval: Approval: in lKIHKRq0iP8'tlM E [P.LMRS',RBQ[110 cammumm (i) This permit was issued in accordance with the pmvisions set farth in yopur appliw6on and is subI'ect to the laws af the State of Colorado and to ihe Zoning Regulations anE BuilOiny Cotle of Wheat Ritlge, Coloratlo or any other apDliwDle ordinances of Ihe Ciry. (2) Th is permit shall expire i/ (A) the work authonzed is not wmmencetl within sixty (80) tlays from issue date or (B) the building authorized is suspended or abandoned lor a period o1120 days. (3) If lhis permit eapires, a new permil may Oe acquired for a fee of one-half the amount normally require0, proviEetl no changes have Deen or will be matle in ihe onginal plans and spea(cations and any suspension or abandonmenl has not exceetled one (1) year. If changes are matle or il suspension or abandonmenl e:ceeds one (t) year, full fees shall Ee paid for a new permit. 4) No work of any manner shall be done lhat will change the natural Ilow of water causing a tlrainage problem. n inspedion wrd 6efore 5) Contra7Ag/wlth all notify the Building Ins ector twenty-four (24) hours in advance for lClk procee s essive phases o IhaIob. (6T~e is ermit or the appr al of tlrawings and specifications shall not bviolation of the provisions ol M es or a er o' , law, rule or regulation. Chi Building Inspector For Mayor HIS S PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION - ~ . ~ ~ _ ~k~ January 7, 7997 Daily Inspectlon Log Page 1 Permit Job Address Time Type Approval : marks 8974 4357 8000 .4 ' C1R AF'T~R 16:30 ???T 9041 2012 8 RANGEVfEW DR AM DWNAIL 9054 4412 6690 38TH AV MOVE GAS METER 9085 4348 4480 BALSAM ST 1 1 FE 9056 4339 920p. 44TH AV F{NAL ?7??, _FL~ 9057 4285 102 i 4dTH AV BLDG 7 SOUTH SIDE 9058 4352 4460 LEE ST GROUND.IOOP ' r 9059 4352 4450 LEE ST TEMP CONS7 METER 9080 4353 4452 LEE S"f GROUNO LC)OP 9061 4353 4452 LEE ST CONST METER 9062 4095 3815 MILLER ST INSUL 9063 4103 3900 MfLLER ST INSUL 9064 4357 8000 46TH CIR FE 9065 43 800U 46TH CIR FM 9066 4150 50001NDEPENDENCE ST WATER WASTE & VENT 9067 9069 4215 4345 9500 49TH AV BLDG C 5990 !30OTH UG ELEC SERVICE UG-ELEC l-0''I`7 9070 3865 3420 DWNAIL 9071 3662 3990 MILL FE 9072 3662 3990 MILLER ST FM 9073 3862 3990 MILLER ST HVAC 9074 3662 3990 MILLER ST H F FF 9 075 3662 3990 MILLER ST P f -TBAW OF WHEAT RIDGE M o~enal 4350 WADSWORTH BOULEVARD W HEAT FIDGE, COLORADO 80033 (300) 423-1400 March 16, 1998 City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Re: Letter of Credit 19590285 Gentlemen: The above-referenced Letter of Credit has matured and been cancelled. Please return the original Letter of Credit issued to you in the enclosed envelope at your earliest convenience. Sincerely, JeP2 Ward President JAW/kim crf encl. ~ v S~ t ti I~Gy~/~~d ~ ~ lcr pp v t~ 4 , DEAARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 3516 ~BUILDING INSPECTION DIVISION - 235-2855 CITY OF WWEAT RIDGE Date : 7/29/96 7500 WES7 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : Property Address : 11941 I-70 FRONTAGE RD N Phone : 469-9447 Contractor License No. : 18984 Company : Gilligan Homes of Colorado, Inc. Phone : 469 9447 3~3- `IS6->/71 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT $500 000 00 Constructron Value . I • I hareby certify thet the setback diatanoss proposed by this permit a plicatlon are accurete, e or l W eat Rid l i l li abb li twns of the Ck t Pertnit Fee : $2,039.50 y nances, ru es ar regu a v c orc and do no o ate aDp covenants, easemenfs or rmatrktions of re co , at all measuroman g and allegatrons Plan Review Fee : $0.00 made are axurate; tl~at f have iead and agfe abida by all s applicalfon, and that I asaume full responsib" for compI'~ance on this at Ridge Bu ng Use T8X : $6,000.00 Code (U.B.C.) and all other applipbie VVhmit Id e ofdin r thta pa R. T01iil : $8,03E.50 (OWNER)(CONTRACTOR) SIG Description : 2 STOR)G6FfICE 8'UILDING BUILD 1'1 ~bEPARTMENT USE ONLY ~ SIC : 8111 Sq. Ft. : 6000 Approval : SM 7122196 LAKEMONT CENTER-OFFICE BLDG DESI(iN MATCHES DEVELOP. Zoning : PCD PLAN,LESS 6' 70WARDS ENTRY DRNE.PROPOSED BASEMENT WILL ONLY ALLOW FOR STORAGE OR CONF. RM FOR 1 Approval C: UPSTAIR$ TENANT(NOT ADD'L LEASE SPACE~ P.W. Approval : GK 7129/9B`-Z~REQUIREMENTS PER 7/9/87 IETTER HAVE BE N MET Occupancy : Walis : Roof : Stories : 2 Residential Units : 0 Electrical License No : Company : Expiretion Date : Approval : m Plumbing License No : Company : Expiration Date : Approval: 0 Mechanical License No : ~ q Company : &'4-n,,,,-, 39$0 S.~Deu Expiretion Date : 12--Q -47 Approval : 0 I E,1eAJ (1) 'fhia pertnit was IssuW In pccadance wlthtlx provisbns est kM In yopur epplWtlon antl la suDiect b the lawe of Ms Sfeh of Colorado and b the ZoNiq RegNetlme aiM BuNding Cotle of Wheat RitlQe, Cdorado or any oM~er appliabb adinences d tl~e Ctty. (2) Thib pertNP ehaR ezWie N(A) the `xmk authonxetl is rrot commenad wiCtln alMy (eo) deyt from heue tlate w(B) ttre buildinp aWioiizetl b suspaMed a abandoneE for a perlod d' 120 Aevs. (3) It this permit exprea, a noxr paim(t maY be ac4uiretl tor a tee ot one-nelt trre ernount rrormely raquiretl. P~ed no chen9es Mve ceen a win be made In the original qans aM apeeificatlons and any a sbn a aben0onment has na exoeede0 ane (t) year. H che(pea are meEe or H auspansim or abarMOnmaM ezceeds One (4) Year, Nlifaeeshall6e paid new Permit. (4) No wak of airy menner ehall 6e done dret wIN chanpe tM nalural Ilow of water eausing a drelnape problem. (5) Contractor Mall ~wtily 1M BWltlinq Ineoector M~enb•fiur (24) hours in advance for ell Inapec0ons and shell receive writtan appmval m Inapeclion eeN Eelae p~osedIInp vAtl~ suaeeslwphp ea ot iheJ'~ (e) 7 e 4suarma ore pemut w ath apcro~s~ ~ a'awtrree ena spednoanone anell nw ce conswea m a pertnn ror, nor en approvW a. +'n viaahon m the pwieiona of the bui JMp det or a(ry othejr)'°Ina~rce. Iaw, rule w repulaUOn. r`,I CT C Building Inspector For Mayor IS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CAIL: 234-5933 24 HOURS PRIOR TO INSPECTION DEF'ARTMEN'f OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 Date : CITY OF WHEAT RIDGE ,r. 7500 WEST 29TH AVENUE ~ 0 9 WHEAT RIDGE, CO 80215 ~i ~/I14~ /1 7 lO ~ C~/GGrGi7'~ / - % r Property Owner : ~"~/.U jA Property Address : ~ Phone Contractor License No. : l74'41 70 ~rz,~5 /W. ti , Company : Phone : 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 Ciry of Wheat Ridge or covenants, easements or restrictions of recorct; at all measurements shown nd allegations made are acwrate; that I have read and agre o abide by all cond' o on this application, and that I assume full responsib for cort7pliance e t Ridge Building Code (U.B.C.) and all other applicable W Ridge or5inanc rk der this pertnit / (OWNER)(CONTRACTOR) i Permit Fee : Plan Review Fee : Use Tax : 6pOO_ 00 Total: gQff/-S~ a ~ Description : -0aQ L ~ BUILDIN ARTMEN SE ONLY ~f.., SIC: BII! Sq.Ft.: ~p, 0O01}! Zopifi~~YSComments,s 7~Zz~`~~' p~-ZC£ PcuLp[nJ~ {~i65L~s~.i M6sL~S ~ Approval :4d,w VFUr=zoFWr&-nlT PtAn~, L,&64 S' toWrt~~ Zonin9: Tr_p - toa~r U~~ Ertr'+2y CtAVE• FrzapoSEr ~aS~t"nT BuiComW Co_,.y, e~?sr.uB't" pML4 'ESl.etJ f;'k- Q'jp`Pz&C-_ eiiii _ APProval: GwMpunerlGF Pevly[ 4:ryL u,la-Twaz~- -r_MruJt- L!4or- ,Elw!?7 olIA[. [1: bbE 5'46= P0111 e~YV31'1WCo_ ents? ~c~„ru-.anFs pcr (9. 1cFFw ti4-'Jt br'CA1 +"4. APProval 'YT2q(u ' Occupancy : Walls : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company : Company : Company : Expiration Date : Expiration Date : Expiration Date : Approval Approval : Approval : ~ €'Plans R~'qri area ~ i~Piaiis Rfquiredm ~ ~Plans,Re"qui2ea'?~{ (7) This permit was issued in acwrdance with the Drovisions set IorN in yopur application and is subject to the laws ot the Slate ot Coloratlo and to the Zoning Regulations and Building Code of Wheat Ridge. Cobrado or any olher applicaEle ordinances o( the Ciry. (2) This permit shall expire if (A) the work authonzeE is not commenced wiNin sizly (60) days from issue date or (B) the building authorizetl is suspendetl or abandoned for a penod of 120 days. for rovided normal amo the has nol exoeedetl one (1j yeuire ard. Pf changes are matle ora f suspe sionl'obabandonment chan (3) original plans anC pec (catiPOns a~nd any suspQens on or e-half ezceeds one (1) year, full lees shall be paitl lor a new permd. (d) No work ot any manner shall be done lhat will change the naturai flow of water causing a Grainage pro0lem. (5) Contractor shall notify the Buiitling Inspeclor lwenry-four (24) hours in advance for all inspeclions antl shail rc proceedi with successive phases of the 7ob. (6) o f„ s d^e of tles or~anr tot aPOrdi al~of tlrlaWingse ifications shall not b&med obe a permit Ch' f Building Inspector For Mayor itten approval on inspection wrd before an aNp~~ral of, any violation of the provisions IS PERMIT VALID O ALL W 345933 24 HOURS PRIOR TO~INSPECTION ECTOR AND MAYOR DEPARTMENT OF PLANNIN6 i DEVELOPMENT REQIIEST FOR PIIHLZC WOR&8 REVIEW =~6 -Date: 7 ~5 ~96 Case/Building Permit No. Location: 11~;YlC3`~76 Please review the attached materials submitted in application for approval of a , and indicate your decision on those items check below, and please add any other comments which you may have under number 18. 1. _ Boundary Closure: ^ OK _ Not OK; refer to Stipulations 2. Area: Acres ' 2-s Square Feet 3. ~ Drainage: a. Drainage plan (and report) needed b. Drainage plan not needed ~C - tetEZ~'_neeAed Pd^ow. c. Drainage provisions have been reviewed and'Ire ~ou~k to b8:" OK Not OK; refer to stipulations 4. ✓ NPDES Permit Required Y NO 5. ~ Legal Description: X OK _ Not OK; refer to stipulations If not okay, please explain: 6. Public Improvements: a. Street paving needed Y b. Curb & Gutter needed Y~ c. Sidewalk needed Y~ d. Street Lights needed Y e. Storm Sewer needed Y f. Escrow required Y If Escrow required, for what improvements? In what amount? 7. ~-~Development Agreement required Y If Yes, for 8. ~ All necessary documents have been initiated by Public Works and are attached hereto: na,,,.,e 9. Is a traffic impact analysis and report required? Y N 10. Is a State Highway Access Permit needed? Y ON 11. / New,roadway or alley R.O.W. dedication is recommended:1~o_plaAd If yes, what is recommended: 12.~- All existing dedicated roadways and alleys meet the standards of the - City:y~&o If no, which do not and what is requested: 13. All existing and proposed dedications have been reviewed and found to be: X OK _Not OK; refer to numbers il & 12. 14. Appro e Public Works Department has reviewed this request and her y giv s approval, subject to the above and/or attached st pul 'ons / S gna re Date 15. The Public Works Department has reviewed this request and does not approve for the reasons stated: Signature Date 16. L--- Stipulations attached: Yes No ~ 17. DEADLINE DATE FOR PUBLIC WORKS DEPARTMENT REPLY~~ 18. - DLAx&I ,,nAnr, Fsx=2a ;.<< July 9, 1996 N, i~, ~ oeE,t F~~ia,: r Mr. Kevin Gilligan Gilligan Homes Of Colorado, Inc. 109000 Dover Street Westminster, Colorado 80021 GWheat GRidge Re: Lakemont Center Lots 7& 8, West I-70 Frontage Road & Tabor Street - Building Permit Review Comments Dear Mr. Gilligan, I have completed the review of the building permit application for the above referenced lots, and have the following comments: Drainage Report 1. The drainage study dated March 4, 1982 and prepared by Mr. Ed Jennings, P.E. was approved by the City of Wheat Ridge. However in addition to this report, you will need to submit a letter which summarizes the scope of the proposed project in relation to the original Jennings drainage report. This letter should identify any significant site/structure alterations as they relate to the drainage report and/or plan. Dumping/Landfill Permit l. For your information, I am providing an Application For Dumping/Landfill Permit to be returned with the appropriate signatures and fees due. Please note that the stipulations of this permit may require that an erosion control be submitted for review and approval by the City. Traffic Engineering 1. A copy of the project site plan has been forwarded to Mr. Steve Nguyen, P.E. for review of traffic related issues. You will be notified of any traffic requirements for the site. Please be aware that the building permit for this site can not be approved by the Public Works Department until the above items have been satisfactorily addressed. If you have any questions, please contact me at 235-2868. Mr. Kevin Gilligan Gilligan Homes Page 2 'nce ly, Greg,Knudson Development Review Engineer cc: John Oss, Sr. Project Engineer Steve Nguyen, Traffic Engineer John Eckert, Chief Building Inspector Meredith Reckert, Planner II File ~ . . _ QEPAR'TMENT OE PLANNING AND DEYELOPMENT Building Permit Number : 4515 BUttQ►NG IN$P'ECTION DiVISION - 235-2855 s'C1TY bF WHEAT RIDGE Date : 1128/97 75001AIEST 28TH AVENUE WHEAT RID(iE, CO 80215 Property Owner : Property Address : 11941 i-70 FRONTAGE RD N Phone : Contractorlicense No. : 19350 Comparry : Foothills Security Systems Phone : 4440354 OWNER/CONTRACTOR 34GNANRE OF UNDERSTANDING AND AGREEMENT Constnlction VBfue : $2,441:00 ppNeatbn aro aaurate, I heretiy certiy that the aetbadc tl7~tances proposed by this pertn t R a of Wheat Ridgs or ulffiions of Me Cd anc rubs or i l ~ licabb adi s W d ~ Permit Fee : $75.50 v a n a , y a~ o do o rog covenants, ea w r~trictlons of recora; chet an measurertients showa, and anagadons Plan Reviewfee : . $0.00 made are acawraEe; that i have iead!pM rme to abideyy aN caMXbrro on thia apP~icatian, artd ShaR k.assUWrt~e NN respona fwc~ dance wMh'ffie ~atdfiidpe BuiWir~g rt 9 w k d hb k n f a USE. Talt ..$29.29 or rn un er t pann . bb adi ancea, Code (U.B.C.} ar~d aN omsr applic . . . TO181 : ' $104.79 pp . (OWNER)(CONTRACTOR) SIQNE Descriptiort : WIRING FQR S UR1TY SYSTEM DEP/IRTMENT USE ONLY . ApprovaL• . Zoning : Approval . Approvai : Occupancy : Walls SIC : Sq. Ft. : Roof : Stories : Residentiai Uniks : Electrical License No : Plumbing License NO : Mechanicai License No : Company: Company: Company; ExpiratiomDate : Expiration Date : Expiradon Date : Approval : Approval : Approval : (1) . Thle pwmit wea IuueA in aCCOrdance wIM ghe Provhiona aet foM In yopur aDWc+tlon and b auWect Oo Cw Isws d tl» 3tela dColorstlo antl roihe ZoMnp (q) Tlifs R9p and,8uq~m Code of YVheat Rttlas, Calabrrroattloeoora/q'otlreraodi~te oMimnceeof tlie City. ~t a1W 2piro B~ CM wortc aulhor~zed mmmoed vAlhin WAy (80) daya fiom isaue tlam w(B) the bWldinp auMatxea h auspeMatl or aESntl9nrC for a p6riotl W 120~y t(3) H Ws WmYt ~gifrasa ~row permit ~MY be wQUfraC tor a fee of aiahsM tlre amamt nortnelb reQWretl. Wwidetl rw chenYee Ireve been or witl be meda in Ne orianY P~s anO ~s u~C enY weberMonmeM Ms iat exceeded ane (1) ymr. tt dianpes are made ar M auepeneia~ a eban~nm~M excaeds ane ry17/ear~ PoII1eeRat~ be D~~ ~permIt. . ei (4) No-work W arrymam~er ahMl tie da» MpM1 wYl d~en0eihs naturel Ibw of water ceusir~ a tliaGw~pe problem. ContraclM ahaq notly 1M 6uXdlnp InaDecMr hveMy'tour (24) houro in advuwe tor aN I~repectlons and shsll ro~eive wrllOm approvalo~ fnepectbn card helare (5) p~ wIN euxessha Maea of tlro lob. . . . (6) . The ye .~uantb ol a.pemift.a tllt pPproval ddrawlnps and spadPCatbns ahell irot be.comhueC to be a pertMt fornor an eppro`ia~ d. anY vioiatlon M the ProNabns TFNS PERMIT VALID ONLY WHEN 81GNED BY TF{E CHIEF BUILDtNG IN8PECTOR AND MAYbR CALL: 234-6533 24 HOURS PRIOR TO INSPEC710N DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner :~~~-L~6 Me'77:LD Property Address Phone : Contractor License No. : Company: ~ C "GcS :f~CJc%~C( y! Phone:~f~~l_ O~J~f OWNEWCONTRACTOR SIGNA7URE OF UNDERSTANDING AND AGREEMENT Construction Value I hereby cediry that the setback distances proposed by this permit application are accurete, PBffTlit F@@ j S~ and do not violate applicable ordinances, rules or regulations of the Ciry of Wheat Ridge or , covenants, easements or restrictions of record; that all measurements shown, and allegations Plan Review Fee : made are accurate; that I have read and agree to abide by all conditions printed on this r~n q applicalion, and that I assume full responsibili for compliance with the Wheat Ridge Builtling Use Tax : Oc 1~ 1 Code (U.B.C.) and all other applicable Whe t i ge ordinances, for work der this permit. (OWNER)(CONTRACTOR) SIGNED ~ ATEI TOtel : `II C)q - -7 ~ Description rf~/,S~~,rti T_~m BUILDING DEPARTMENT USE ONLY Zafitfi'rAPSWfRMJ Approval: Zoning : Approval: P.dt31 Approval: Occupancy : Walls SIC : Sq. Ft. : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanicai License No : Company: Expiration Date : Approval: n I;4.tl1LJa:7%{d'I Company: Expiration Date : Approval: n VEM Hqtiu m Company: Expiration Date : Approval: 0 ~ra-r~sttsaai~~uu (1) This pemit was issued in accorUance wilh the provisions sel (orih in yopur appliwlion antl is suE1'ed to the laws ol the State af Colorado and to lha Zoning Regulations and Buildiny CoOe of Wheat RiEye, Colorado or any other aDPliwble orAinances of the Ciry. (2) This permit shall expire d(A) Uie wark authonzed is nol wmmence0 within sinly (60) days /rom issue date or (B) the buildinq authonzeC is suspended or abandoned for e penod of 120 days. (3) It Uis pemit expires, a new pemit may be acquiretl for a fee of one-haB Ne amount nortnally required, provi0ed no changes have been or will be made in the onginal plans and speci/iwlions and any suspension or aDandonment has not exceetletl one (t) year. If changes are made or if suspension ar abandonmenl exceeds one (1) year, (ull lees shall be paid for a new pertnit. (41 No work ol any manner shall 6e done that will change lhe naWral Ilax of water causing a drainage problem. (5) Contrector shall notiy the BuilOing Inspector Iwenry-four (24) hours in advance for all inspections an0 shall receive written aDProval on inspection card before proceeAiing with suecessive phases of lhe o0. (6) 7Ta Issuanca a( a pemit or lhe approval o~drawings anA specifcations shall not be wnsirued to be a pemit for, nor an approval of, any violation of Ne provisions of the building cotlas or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 4417 BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date : 1/2/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner : * -10 N7AGf'/2d ~U Property Address : 11941 48F4~ Phone : 424-5900 Contractor License No. : 19319 Company : Allied Signs, Inc. Phone : 271 0312 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 J and all other applicable Wh ~ idQe ordi ance , for work under this Per~J it. (OWNER)(CONTRACTOR) SIGNED DATE ~r~L Description : 30" CHANNEL LETTERS, 36" CHANNEL LETTERS Construction Value : $2,200.00 Permit Fee : $15.00 Plan Review Fee : $0.00 Use Tax : $26.40 Total: $41.40 Electrical License No : Plumbing License No : Mechanical License No : Company: Company: Company: Expiration Date : Expiration Date : Expiration Date : Approval : Approval : Approval : anomowslim ~ . i ~ (1) This permit was issued in accordance with the provisions set forih in yopur applica6on antl is subject to the laws oFthe State of Coloretlo and to the Zoning Regulations and Building Code of Wheat Ridye, Colorado or any other applicable ortlmances of the Ciry. (2) This permit shall expire i! (A) the work euthanzed is not commenced withm sixty (60) days from issue date or (B) the building authorized is suspended or abandonetl for a period of 120 tlays. (3) If this permit expires, a new permit may be acquired for a fee of one-halt ihe amount nortnally requireq provided no changes have been or will be made in ihe original plans and specifca6ons and any suspension or abandonment has not exceetled one (1) year. If changes are made or if suspension or abandonment exceetls one (1) year, Full fees shall be paid for a new permit. (4) No work of any manner shall be done thalwill change the naturol Flow of water causing a drainage problem. (5) Contractor shall notify the Builtling Inspector twenry-four (24) houre in advance for all inspections and shall receive written approval on inspeclion card before proceetliing with successive phases ot the ab. (6) The issuance of a permit or the approval of) drewings antl specifications shall not be construed to be a permit for, nor an approval oF, any violation of the provisions of ihe builtling codes or any other ortlinance, law, rule or regulation. Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : BUILDING INSPECTION DIVISION - 235-2855 j' Z~a~ CITY OF WHEAT RIDGE Date : q7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 ^ ~ t~ u sT+ ~1 wra .a G ~~c. Property Owner : -,q ~ i n y q Property Address : t i`~ ~ ~ 0✓. 1'7'43'tl" , Phone Contrector License No. ~ I a~ 1C~ 1411;r,l Company : Pnone: a7/-(330- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value ? )OO I hereby certify that the setback distances proposed by this permit application are accurete, P@fR1it Fe@ : and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations Plan ReView Fee : made are accurate; that t have read and agree lo abide by all conditions printed on this applicalion, and that I assume tull responsibiliry for compliance with the Wheat Ridge Building Use Tax : Code (U.B.C.) and all other applicable W F7y'dge ordi ances, for work under this permit. ~~/(GW tz DATE /Zr I?7 Total: (OWNER)(CONTRACTOR) SIGNED Description ~j" 36' XL~I sZ) ~ BUILDING DEPARTMENT USE ONLY ZEEr~..+SfiS.r~~~ \ SIC : Sq. Ft. : Approval : ~ ~v~✓ Zoning B ulfdie Approval : Approval : Occupancy : Walis : Roof : Stories : Residential Units : Electrical License No : Plumbing License No : Mechanical License No : Company: Expiration Date : Company: Expiration Date : Company : Expiration Date : Approval : Approval : Approval : IM ~~i~at~~ ~ ~i~R~qgtr~~e ~ .arax~sR~eurr~nar (1) This permit was issued in accordance wiN the provisions set torth in yopur apD~icatian and is sub7'ed to the laws ot the SWIe of Colo2da and to the Zoning Regulations and Buildin~ Code of Wheat RiOge, Colorado or any other applicable ordinances ol Iha Ciry. (2) This permit shall expire d(A) the work authonzed is not commenced wilhin sixry (60) Oays from issue date or (B) the builCing auNOnzed is suspenEed or abandonetl for a penod of 120 days. (3) If this permit ex0ires, a new permit may be acquired for a fee of one-half the amount normalty required, provide0 no changes hava been or will be made in the onginal plans and specificalions antl any suspension ar abantlonment has not exceedeA ane (1) year. I( changes are maCe or d suspension or aEandonment exceetls one (1) year, full fees shall be paiC br a new permit. (4) No work of any manner shall be tlone that will change the naturel Ilow ol water causing a drainage Oroblem. (5) Contractor shall notiy the Builtling Inspeclor lwenty-four (24) houn in advance for all inspections and shall receive wntten approval on inspection card Oefore proceediing with successive phases of ihe ~ob. (8) The issuance ol a permit or the appraval o~drawings and specifcations shall not be consWetl to be a permit for, nor an approval of, any violation of the pmvisions ol the builOing codes or any other ordinance, law, rule or regulation. Chief Building Inspector For Mayor LV I THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION .r ~ `i i ~ I.l.l w ~ U V u . N ~ oe W O N 0 ~ a 0 ~Z ~ ~ ~ Z) ~ a` a. 0:1 ri a ~ ~ ~ ~ V c o ~ d 3 H v C W c ~ + a N V • L ~ ` A U) N a 1 ~ 0 ( a ~ ~ W ~ = p 1-4 ys N N ~p ~ mO V ~ dC O f" C) ~ L y O ~ O J 0 rw ~ y 9 d £ ~ cc ~ ~ l 0 N O J j w ~ y pl C ~ Ls d ~ a o 9 9 O m ~ C 0 Oj D d L a ~ ° C ~ e y m w ~ _ ~ (a ul d 09 0 0 (Cl 2 M£ W d w a F' O od C> Z Q d C 0 = M ! d ~ ~ Co O C) } L ~ 3 0 p ¢ 3 ¢ LL < 11_,?.eAA vV-.- --z - ~ ° December 30, 1996 Mr. Glen Gidley Director of Planning & Development P.O. Box 638 7500 West 29th Avenue Wheat Ridge, CO 80034 Dear Glen: ~ • ; . ~ CLJs, ~ , - h~~•~~Y~''~` I'm writing this letter, not because I want to, but because I feel I have to. It has been and remains my desire to see that the Gilligan Homes office buildings are started and completed in the expeditious manner; however, not at my expense or the project's loss. In fact, both Kevin and I have commented that had he started a building last year as projected, the balance of Lakemont would develop out quickly. That's why developing the front is so important, including the entry driveway; my major problem, but, unfortunately, one of the many as listed herein. I knew I had a problem when Kevin wanted me to give up parking space in the adjoining lot because the banks were too large. The lots are a bargain because of available build out and we need a meeting to get back on track and stay there relative to this current building and the balance of the development. 1. The development of the entire entry way (median, curb, gutter, landscaping, with electrical and water lines, and both entry and exit driveways curb, gutter, and paved) needs to be constructed prior to an occupancy permit to allow continuous development of the balance of the project. I don't see a way to get Kevin to complete the entry way at a later date, and we have ongoing negotiations that shall require a finished entry along with a substantial share of the driveway depending on which lot we develop. Maintaining a clean entry is necessary to our marketing. 2. Maintenance of site and adjoining sites during and after construction as to trash, building materials, equipment, and parking. I'll provide an area, on block 2 is necessary. 3. Obligation to complete sewer service, manholes,and related french drains by escrowing adequate funds. 4. Completion of adequate parking lot to service current buildinq along with proper controls in place for the next office building. Mr. Glen Gidley Page 2 December 30, 1996 5. Provide irrigation, landscaping, and maintenance program for the east and west banks. 6. Comply with approved Final Development Plan as to construction, grading, drainage, and landscaping. 7. Upon completion of building and site improvements, establish a deposit and assessment. 8. Enter on to utilities on and off site (as water, sewer, french drains, siphon, and easements) only after submitting detailed drawings and reasonable time for approval. Appreciate hearing from you and hopefully we can all work together. Sincerely, i Robert J. Vermillion 632 Gold Run Road Boulder, CO 80302 Ph: 442-7111 RJV/d It is understood and agreed by Robert Vermillion as Seller and Kevin Gilligan as Buyer on this day of Closing (6/15/94) that: In the event soils test to be completed on Lots 7 and 8 by R^ June 22, 1994 shall test suitable for construction of Office Buildings ~ yl, showing swell not greater than 67 with a 1000 lb. test load and water ~o ~ table t be suitable for construction N 7je~ ```4a~ g~{.es~~s v,~sx~i~cLne~ e2 ~S~LL.P~s~obu¢ce.7~ ~cl~~d~ei+2~a~ns/L4c , Further, the above parties have read, reviewed and correcte Declaration and wish tohave revi for final approval. S ign , T Sign DECLARATION OF LAKEMONT CENTER STAGE 2 COVENANTS, CONDITIONS, AND RESTRICTIONS THIS DECLARATION, made on June 1, 1994, and set forth by Lake Front Partners, a Colorado General Partnership; the Owner of Lakemont Center in the City of Wheat Ridge, Jefferson County, State of Colorado, which is legally described as follows: Lakemont Center Stage 2, Block 1, Lots 1 thru 8, and Block 2, Lots 1 thru 4 Lake Front Partners hereby declares that all of the real property described above shall be held, sold, and conveyed subject to the recorded EASEMENTS and FINAL DEVELOPMENT PLAN, and the following covenants, conditions, and restrictions which shall run with said real property and be binding on all parties having any right, title or interest in said real property or any part thereof, their heirs, successors, and assigns, and shall inure to the benefit of each Owner thereof. DEFINITIONS: "Committee 1" shall mean and refer to the Lakemont Block 1 Architectural Control Committee, its heirs, successors, and assigns. "Committee 2" shall mean and refer to the Lakemont Block 2 Architectural Control Committee, its heirs, successors, and assigns. "Property" shall mean and refer to that certain real property herein above described as the Lakemont Center Stage 2 and referred to as Lakemont, a Final Development Plan. "Owner" shall mean and refer to the record, whether one or more persons or entities of a fee simple title to any lot, divided lot, or combination of lots which is a part of the property, excluding those having such interest merely as security for the performance of an obligation. "Lot," partial Lot, or combined Lots, as provided in the Final Development Plan, shall mean and refer to any plot of land shown upon any recorded subdividion plot of the property including interior roads, streets, curb, gutter, walkways, and etc. "Final Development Plan" shall mean the Lakemont Center Stage 2 recorded Final Plat and Subdivision Plat. r.. f ~ z. ARCHITECTURAL CONTROL COMMITTEE: There is hereby created the Lakemont Block 1 and Block 2 Architec- tural Control Committee hereinafter referred to as "Committee One and Two" for the purpose of developing and maintaining Lakemont Center whose temporary address shall be P.O. Box 24701, Denver, CO 80224. The initial membership of Committee One is composed of Robert J. Vermillion, Lake Front Partners, and Kevin Gilligan, and Committee Two composed of Robert J. Vermillion, Lake Front Partners. As Lakemont Center is developed and Lots or partial Lots are sold or resold, new members shall be added to the respective committee on the basis of one member per each Owner. The term of each member shall expire only upon the sale, transfer or assignment of ownership. The Committees hereby release and waive any and all claims against the members of the committee for acts or omissions done in good faith arising out of their service to the Committee. The Committees shall adapt reasonable rules and regulations, "in addition to those imposed by the Final Development Plan," fix time and place of its regular meetings, appoint a chairman and secretary and keep minutes of the meetings which shall be open for inspection by any Owner upon seven days written notice to the Committees. All decision of the Committees to add rules and regulations or revise specifications of building construction, site improvements, or land- scaping requirements, shall be by majority vote. Owner may designate a representative to the Committees, provided written notice has been given stating same, along with any conditions and termination agreement. In the event, an Owner does not attend a scheduled meeting, said Owner shall have fifteen (15) days from written notice to participate in the decision of'the Committee. If a written decision is not received at the current Committee address within said fifteen days of such notice, then the attending Committee member decision shall prevail. The members of the Committee shall not be entitled to any compensation for services performed pursuant to this covenant. It shall be the perogative and in the jurisdiction of the Committees to review new construction and/or alterations in accordance with, or grant approval for exceptions to this Declaration and Final Development Plan. Variations and deviations from existing require- ments and restrictions may be made when such changes do not detract from the original development concept, and are not detrimental to property values within Lakemont or detrimental to the general public health, safety, or welfare. No buildings, structures, alterations, site improvements, utilities or landscaping shall be made until the construction scheduling, plans, and specifications regarding quality of workmanship, type of materials, and harmony of external design, "with respect to this Declaration and Final Development Plan," shall have been approved first by the Committees, then by the City of Wheat Ridge through issuance of a building permit. Each owner shall provide, at his cost, one complete set of building plans, specifications, site improvements, and grading plans including a construction schedule to the Committee at least thirty (30) days prior to the date actual construction is scheduled to commence, allowing adequate review and processing time for both the Committee and the City of Wheat Ridge Building Department. Should a Committee fail to review and approve or disapprove the plans and specifications submitted to it by the Owner of a Lot or partial Lot of Lakemont within thirty (30) days after written request thereof, and Owner has received a building permit from the City, then such approval shall not be required, provided, however, that no building, structure, site improvements, or site grading shall be erected or be allowed to remain on any lot which violates any of the covenants, restrictions, or Final Development Plan, and are subject to removal or alteration at Owner's sole expense. 3. All plans must be submitted at 10900 Dover Street, Westminster, CO 80021, Attention: Kevin Gilligan, or at such future address selected by the Committees. Any Committee member receivinq written notice of any matter related to respective Committee business shall be obligated to immediately mail notice to all other members of the Committee. The Committee approval does not prevent the Owner from being responsible and paying the cost of obtaining a building permit from the City of Wheat Ridge. It is understood that lots are being purchased for development and not for resale. Al1 buyers of Lakemont lots shall provide in writing at time of purchase a time to commence construction of site improve- ments and building which shall not be later than one (1) year from date of purchase unless otherwise approved by the respective Committees. Purchasers, owners of lots or a partial lot that do not start construction within one year of purchase may be requested to resell lots or partial lot back to Lake Front Partners at Lake Front Partner's sole discretion at the same price and terms the property was purchased. Buyers of lots that received approval to delay construction or accommodate future expansion shall seed, water, mow and maintain lots in a good condition satisfactory to the Committee and pay all assessments levied by the Committee. Once new construction or future expansion has started, Owner shall proceed diligently with construction of said building and necessary site improvements, and the same shall be ready for occupancy within a maximum of one year from date of commencement excepting, however, that this period may be extended by written instrument as may be deemed reasonable by the Committee if said extension is made necessary by reason of inclement weather, inability to obtain materials, strikes, Acts of God, etc.. 4. USE RESTRICTIONS: Lakemont features four distinct areas of development - Industrial Warehousing, Office/Warehouse, Office,,and Retail - all integrated into a design concept that buffers differing land uses. The Final Development Plan flexibility allows for the division or combining of lots for larger or smaller building, changes in the approved uses, and increases or decreases in the gross floor areas, which may require changes in parking ratios and be subject to administrative approval of the City of Wheat Ridge Planning Director (See Table of Coverage - Final Development Plan). Lakemont Block 1: Warehousing-Storage/Manufacturing/Retail at Northern Boundary 119,600 Sq.Ft Office/Warehouse-Storage/Manufaturing/C-1 North of Frontage Rd 68,900 Sq.Ft Office/Retail on the North side of the Frontage Rd 22,200 Sq.Ft Note: The Cluster Lots 3-4-5-6 of Block 1 may be developed into one and three level offices as provided in the Final Development Plan or as single story office/warehouse facilities or facility and size subject to required parking stalls. Lakemont Block 2 Office/HOtel/Commercial/Retail at the Lakeshore 194,500 Sq.Ft Restaurant/LOUnge/Retail on the Lake 9,000 Sq.Ft Unplatted Lot 4 Museum/Aquarium/Info.Center/Restaurant/Retail 32,500 Sq.Ft Parking Structure south of the Frontage Rd (Park spaces) 550+ Hiker/Biker Pathway, Lake Fountain, Landscaping Note: Actual gross square footage of individual buildings shall be determined by the number of parking stalls provided. Parkinq structure may be increased to five levels or fifty-five feet in height. BLOCK 1 DEVELOPMENT: Lot 1• Building Type and Use: Single story warehouse for storage, distribu- tion, and light manufacturing, to include laboratory and related office uses. Materials: Prestressed concrete, concrete block, brick, and concrete panel Color: Earthtones Maximum Height: 30 Ft.(not to exceed 15 Ft. above crown of Tabor St.) Maximum Gross Floor Area: 51,700 Sq.Ft. Note: Lots 1& 2 may be combined Parking: 74 plns 2 Handicapped parking stalls provided Lot 2: Building Type and Use: Single story warehouse with single or two story office along the South side of the building for storage, distribution, light manufacturing, office, office warehouse, office showroom, retail, laboratory and C-1 uses. Materials: Prestressed concrete, concrete block, brick, concrete panel, and smoked glass Color: Earthtones Maximum Height: 30 Ft.(not to exceed 15 Ft. above crown of Tabor St.) Maximum Gross Floor Area: 46,900 Sq.Ft, warehouse and 21,000 Sq.Ft. office (10,500 Sq.Ft. lst and 10,500 Sq.Ft. 2nd floors) Parking: 127 plus 3 Handicapped parking stalls provided 5. Lots 3-4-5-6• Building Types & Uses: Single, two and three story buildings for office, office warehouse, retail, laboratory, and C-1 uses. Materials: Prestressed concrete, concrete block, brick, concrete panel, and smoked glass Color: Earthtones Maximum Height: 40 Ft. Maximum Gross Floor Area: 68,900 Sq. Ft. (27,600 Sq Ft. lst and 41,300 Sq. Ft. 2nd and 3rd floors) Parking: 254 plus 6 Handicapped parking stalls provided Lot 7: 'D.Go4Lk~`. Building Type and Use: Two Story building for office, office showroom, retail, commercial, and C-1 uses. Materials: Prestressed concrete, concrete block, brick, concrete panel, and smoked glass Color: Earthtones Maximum Heigrit: 30 Ft. Maximum Gross Floor Area: 12,200 Sq.Ft. (6,100 Sq.Ft. lst and 6,100 Sq.Ft. 2nd floor) Parking: 44 plus 1 Handicapped parking stalls provided Lot 8• Building Type and Use: Two story building for office, office showroom, retail, commercial, and C-1 uses. Materials: Prestressed concrete, concrete block, brick, concrete panel, and smoked glass Color: Earthtones Maximum Height: 30 Ft. Maximum Gross Floor Area: 10,000 Sq.Ft. (5,000 Sq.Ft. lst and 5,000 Sq.Ft. 2nd floor) Parking: 36 plus 1 Handicapped parking stalls provided BLOCK 2 DEVELOPMENT: Lot 1- Building Type and Use: Five story (min) building for office, hotel, retail commercial, C-1 uses, restaurant, and other uses associated with hotels. Materials: Prestressed concrete, concrete block, brick, concrete panel, and smoked glass Colorado: Earthtones, Whites Maximum Height: The maximum elevation of the top of the building shall be determined in accordance with the Wheat Ridge Home Rule Charter and calculated in accordance with the methods described in Ordinance 490, Series of 1984 as amended. The height of the building within Block 2, Lot 1, may be 55 feet (50 feet permitted by zoning ordinance plus 5 feet granted by variance). Maximum Hotel Units: 200 (estimated maximum hotel employes is 25/shift) Maximum Proposed Gross Floor Areas: 200 units (550 Sq.Ft. each) with support facilities, lobby, elevators, hallways, stairs, utility rooms, storage, staff offices, restrooms, and misc: 145,000 Sq.Ft.; Restaurant/lounge: 6,000 Sq.Ft.; Retail, commercial, reception and convention facilities: 43,500 Sq.Ft. The maximum hotel units and gross floor areas shown above may be expanded. Parking: 424 plus 9 Handicapped parking stalls, which may be expanded to a five level parking structure providing 700 parking stalls. Note: Parking structure is located on Lots 1 and 2 of Block 2. 6. Lot 3- Building Type and Use: Two story Materials: Prestressed concrete, wood and smoked glass Color: Earthtones, Whites Maximum Height: 30 Ft. Maximum Gross Floor Area: 9,000 basement Parking: 102 plus 3 Handicapped restaurant, lounge, and C-1 uses. concrete block, brick, concrete panel, Sq.Ft., which may be expanded with parking stalls provided Lot 4- Building Type and Use: Two or three story restaurant, lounge, museum, aquarium, information and travel center, retail, and C-1 uses. Materials: Prestressed concrete, concrete block, brick, concrete panel, wood and smoked glass Color: Earthtones, whites Maximum Height: 50 Ft. plus basement area Maximum Gross Floor Area: 32,500 Sq.Ft. Parking: 250 plus 8 Handicapped parking stalls It is understood and agreed upon between the Parties hereto that the property shall be sold and/or developed in accordance with the recorded Final Development Plan and the covenants, restrictions and easements contained herein. The respective Committees may add rules, regulations, revisions to specifiations, and grant exceptions for an individual new owner; however, such additions and exceptions shall not prevent or restrict any sale or development as provided above. DEVELOPMENT SCHEDULE: Respective Committees may be asked to review and/or approve exceptions to the Final Development Plan and this Declaration prior to or as a condition to the Closing or resale of a lot or partial lot. Said provisions and/or exceptions shall be in writing and include a scaled plan and mailed to Committee members of record for their review. In the event, a Committee member does not respond in writing in fifteen days of written request as to approval or disapproval, such request shall be considered approved. Committee approval does not.prevent purchaser's responsibility for obtaining a City Building Permit. At the time, plans and specifications receive approval from the res- pective Committee for new construction or remodellinq, the Owner shall proceed diligently to obtain a building permit and commence construction or remodelling of said building and the same shall be ready for occupancy per development schedule, inclement weather, inability to obtain materials, strikes, and Acts of God excepted. BLOCK 1 DEVELOPMENT SCHEDULE: Lot 1- Required Im rovements: Construction of the main access drive, from the I-70 Frontage Road entrance, along the East and North property lines, to West 49th Place. Completion of the sanitary sewer main along the East property line. Construction of the required parking stalls and drives. Completion of the landscaping along the East and West property lines to a distance of 249 feet South from the North property line and completion of the landscaping along North property line. Drainage improvements shall be constructed as required by the Director of Public Works. 7. Lot 2 - Required Improvements: Construction of the main access drive, from the I-70 Frontage Road entrance, along the East property line, to West 49th Place and construction of the access drives lying South and West of the building envelope. Completion of the sanitary sewer main along the East property line. Construction of the required parking stalls and drives. Completion of the landscaping along the East and West property lines from a distance of 249 feet from the North property line to a distance of 495.5 feet from the North property line and completion of the landscaping adjacent to the constructed building. Drainage improvements shall be constructed as required by the Directors of Public Works. Lots 3-4-5-6 Reauired Improvements (for any portion of the building group) Construction of the main access drive, from the I-70 Frontage Road entrance along the East property line up to a distance of 483 feet from the North property line and construction of the access drives lying Southm West, and North of the building envelope. The Director of Public Works may require construction of the entire access road from the West Frontage Road entrance, along the East and North property lines, to West 49th Place. Completion of the sanitary sewer main along the East property line up to distance of 483 feet from the North property line, and the sanitary sewer lying within the main access drive South of the building envelope. Construction of the fire hydrant located Southeast of the building envelope. Construction of the required parking stalls and drives. Completion of the landscaping along the East and West property lines from a distance of 495.5 feet from the North property line to the centerline of the Juchem ditch irrigation pipe easement, completion of the landscaping surrounding the entrance from West 48th Avenue, and completion of the landscaping adjacemnt to the constructed building. Drainage improvements shall be constructed as required by the Director of Public Works. ~ Lot$ 7 - Required Improvements: ft Co~nstruction of the.WAjU accss drfrom I-70 Frontage Road, includincZ cnl_de-sac. Access drive shall be constructed along he East and North side of Lot 7 completing a turn to the North, to include curb cut for parking lot entry, curb and gutter on both sides of paved driveway. The Director of Public Works may require construction of the entire access road from the I-70 Frontage Road entrance, along the East and North property lines, to West 99th Place. Completion of the sanitary sewer main to the East property line of Lot 8 and the construction of the first manhole North of the I-70 Frontage Road and the sanitary sewer main from this manhole to the building envelope within Lot 7. Construction of the required parking stalls and drives. Completion of the landscaping lying within the area bounded on the East by the East line of the entrance from I-70 Frontage Road, to include cul-de-sac, on the North by the centerline of the Juchem ditch irrigation pipe easement, on the West by the West property line, and on the South by the I-70 Frontage Road. Drainage improvements shall be constructed as required by the Director of Public Works to receive surface drainage from the North. Time of Construction of site improvements and building shall be delayed to commence on or before two (2) years from date of closing provided Owner commences construction of Lot 8 on or before one (1) year from date of closing. Lot 7 shall be maintained in good condition satisfactory to the Committee, which includes seeding, watering and mowing area next to I-70 Frontage Road and area north and west of parking lot. Note: In the event Lot 6 commences construction while Lot 7 is under construction, then Owner of Lot 6 shall pay one-half of the cost of the access drive between Lots 7 and 6(which shall include one-half of the paving and all the curb and gutter on the north side of the a. access driveway and one-half of the cost of the sewer line and irri- gation line between Lot 7 and 6); otherwise, a separate bid and cost of said improvements shall be provided to Committee One and there shall be a cost recovery to the Owner of Lot 7 to be paid by the future Owner of Lot 6. Lots 8 - Required Improvements: Construction of the main cul-de-sac access may be delayed (subject to City approval) until additional development in Block 1 is announced. Plans for the cul-de-sac shall be approved by Committee 1 and the City for immediate construction by Lot 8 Owner upon written notice of development of any other lot or partial lot in Block 1. Access drive shall be constructed on the north side of Lot 8 completing a turn to the north to include curb cut for parking lot entry, curb and gutter on both sides of paved driveway. Sanitary sewer main is in place along the East property line to the Juchem ditch irrigation pipe easement. Sewer line shall be installed in driveway north of Lot 8 to service Lot 7 prior to paving. Manhole in Lot 8 may be delayed until additional development occurs in Block 1. Construction of the required parking stalls and drives Completion of the landscaping lying within the area bounded on the East by Tabor Street, on the North by the centerline of the Juchem ditch irrigation pipe easement, on the West by the entrance from the I-70 Frontage Road, and on the South by the I-70 Frontage Road. Entry cul-de-sac shall be curbed and quttered and landscaped immediately upon any additional development in Block 1. Drainage improvements shall be constructed as required by the Director of Public Works to receive surface drainage from the North and directed into the storm drains located North of the I-70 Frontage Road, then on over the Frontage Road to the Lake. Time of Construction "other than specified above" of site improvements and building shall be delayed to commence on or before one (1) year from date of closing. Lot 8 shall be maintained in good con- dition satisfactory to the Committee, which includes seeding, watering, and mowing the entire lot until construction commences. Note: In the event Lot 5 commences construction while Lot 8 is under construction, then Owner of Lot 5 shall pay one-half of the cost of the access drive between Lots 8 and 5(which shall include one-half of the paving and all the curb and gutter on the north side of the access driveway and one-half of the cost of sewer line and irrigation line between Lots 8 and 5); otherwise a separate bid and cost of improvements shall be provided to Committee One and there shall be a cost recovery to Owner of Lot 8 to be paid by the future Owner of Lot 5. BLOCK 2 DEVELOPMENT SCHEDULE: Lot 1 - Required Improvements: Construction of the access drive leading West from the central entrance from the I-70 Frontage Road to the entrance located North of the building envelope, and the access drive and cul-de-sac located Northeast of the building envelope. Relocation of the sanitary sewer main from the West property line to the East property line. Piping and realignment of the Swadley irrigation ditch from the West property line to the East property line. Construction ofthe fire hydrant located North of the building envelope. Construction of the required parking stalls and drives. Completion of the landscaping lying North of the parking garage; North, West, and South of the building envelope; and between the building envelope and parking garage. Drainage improvements shall be constructed as required by the Director of Public Works which include surface drainage within driveways to lake. 9. Lot 3- Re4uired Im rovements• Construction of the access drive and cul-de-sac leading East and South from the Central entrance from I-70 Frontage Road to the building envelope. Construction of the fire hydrant located North of the building envelope. Construction of the required parking stalls and drives. Completion of the landscaping lying East of the central entrance from the Frontage Road and North of the parking garage; along the access drive; between the access drive and Tabor Street; and North, East, and South of the building envelope. Drainage improvements shall be constructed as required by the Director of Public Works, which includes surface drainage within driveway to lake. Lot 2 - Required Improvements• Construction of Parking Structure which is desiqned to service both Lots 1 and 3. In the event, Lot 3 develops first, the lower level of the parking structure within Lot 2 shall be developed to provide adequate parking; when Lot 1 is developed, the parking structure (upper levels) shall be completed over Lot 2. Lot 4 - Unplatted Ae ELECTRIC POWER• Existing power lines and transformer of Lakemont is located on Lot 8 which shall be within a new easement and shall be shared by and between Owners of the lots in Block 1 and 2. Electrical service to a specific lot shall be installed and paid for by the lot owner. In the event, the transformer must be relocated to accommodate development of Lot or additional power must be installed, the cost shall be shared on a per use basis "to be decided by the respective Committees" by present and future users of such service. Electrical underground line instal- lation from the transformer or power source shall be installed and at the expense of the lot owner being served. Individual buildings shall be metered and subject to and bound by Public Service Company tariffs. Common services as irrigation systems, security lights, shall be on a separate meter or meters or utilize surplus power and require monthly assessments of lot owners utilizing such service. DRAINAGE AND WATER RETENTION: N~Block 1 and 2 are a part of an overall drainage plan which is incor- porated within the Final Development Plan. Under no circumstances shall the drainage characteristics of any lot as established by the Final Development Plan and approved by the City of Wheat Ridge be altered by any property owner during the course of landscaping or site construction. The elevation of a lot shall not be changed so as to materially affect surface water drainage from existing storm drainage inlets just north of the I-70 Frontage Road, with excessive surface flow exiting Block 1 at the I-70 Frontage Road entry and south on driveway to lake in Block 2. Storm drainage for Block 1 and 2 shall be designed to accommodate retention within the lake. IRRIGATION SYSTEM: Irrigation system located on Lot 7 shall be within a new easement established by Buyer's survey, which includes electrical and water lines, pumps, and water storage tank and shall be owned and shared by Owners of lots in both Block 1 and 2. The system shall be maintained and managed by the members of the Architectural Control Committees. The cost of installation, operation, maintenance, and equipment shall be divided between the respective lot owners (that wish to participate in the use of the system) on the basis of square footage of landscaped area. As lots develop, irrigation lines shall be installed within existing easements before paving and landscaping. The system shall 10. be constructed to irrigate Block 1 and 2 landscaping, to include the banks within Lakemont, ponds and fountains. A separate electric meter shall be installed for irrigation system, signage at entrance of Block 1, and area security lighting. Cost of electrical power for such uses shall be paid by lot owners as allocated by their respective Committees. SIGNAGE: ~ ~ Electric signs are to be installed at the entry of Block 1 and at the south boundary of Block 2. The existing electric sign on Block 8 shall be repaired and relocated by Lake Front Partners within the Block 1 entry cul-de-sac after Lot 8 Owner has installed an underground electrical line and curb and gutter around the cul-de-sac as shown in Final Development Plan. Said sign shall identify name of Park, address, and respective park tenants. Overall design shall be approved by respective Committees. Maintenance, repair, replacement, and electri- cal power shall be divided equally between owners (or tenants) and paid monthly as supervised and controlled by the respective Committees. Signage for individual buildings must first be submitted in writing to respective Committees showing location, size, design, and color for approval prior to placement or replacement. Cost of such building signage including placement shall be born by the individual building owners or tenants. SECURITY LIGHTING At the option of Committee One, existing light poles and fixtures on the North property line of Lots 7 and S shall be relocated within Lakemont as the property develops at the expense of the developing Owner. Two light poles on Lot 8 will be relocated within Lot 8 by Owner as development occurs. The respective Committees shall approve pole locations and power line construction. Cost of maintenance, repair, and replacement shall be paid by the Owner of lot the light pole is situated on. The cost of electrical power shall be allocated to and paid by each Owner that has a security light pole on his lot based on the number of light fixtures as supervised and collected monthly by the respective Committees. ACCESS DRIVEWAYS AND COMMOLV UTILITIES: The Owners of lots within Lakemont hereby agree upon development to construct the common driveways, curb and gutter and utility lines, to include irrigation, water, and electrical lines and underground electrical lines within the lots in their Ownership as provided in the Final Development Plan and this Declaration. Further, individual lot Owners agree to maintain, repair and/or replace driveways, curb and gutter, and utility lines described above, as requested by the respective Committees. A Committee shall request in writing that an Owner make such repairs or replacements within his lot at a reasonable time and schedule to minimize disruption of traffic or utility flow. In the event said Owner does not commence such repair and/or replacement within thirty (30) days of written notice, the Committee shall have the authority to have work performed and collect all costs and expenses from said Owner. Emergency repairs of broken utility lines may be repaired by respective Committees immediately and charged to and paid by the lot Owner where broken line is located in the event said Owner is unavailable to make such emergency repair. Utility and conduit lines as drainage, water, sewer, gas, electric, cable, phone, and irrigation lines are in driveways, easements and under the I-70 Frontage Road to service both Block 1 and 2 of Lakemont. Owners of lots shall have the right to access all utility services within existing easements and right-of-ways when necessary to develop, replace, or repair services. Owners shall give thirty (30) day's notice to respective Committees in writing of their intent to service, giving date, layout, and work schedule, "which shall not be unreasonably withheld," and agrees to replace or repair damaged improvements, including landscaping, to as near to their original condition as reasonably possible at the sole cost of the Owner causing same. 11. 1 ~t y ~ANDSCAPING AND MAINTENANCE: Lot Owners shall be required to comply with the minimum landscapin 9 regulations as set forth in the Final Development Plan; however, shall not be restricted to such regulations and are encouraged to submit plans and specifications for additional landscaping. Owners of high bank lots shall be required to include shrubs, acceptable to the respective Committees, at the top of the high banks as additional buffering and fast growing cottonwood trees on-the west bank adjacent to the steel bridge crane. Owners shall further be required to expand the irrigation lines within their lots to irrigate banks, added shrubs and trees; such expansion shall be approved by respective Committees. Lawn, trees, and shrubs shall be required in front and around the sides of all buildings except at the warehousing in Block 1, Lot 1. Owners may elect to maintain their individual landscaped area and provide their own trash dumpster, or join the maintenance program established by the respective Committees. In any event, Committee standards shall be maintained by all Owners at the Owner's expense with respect to their landscaped area and dumpster location, so as to provide a quality parklike setting. ASSESSMENTS AND DEPOSITS: Each Lot Owner shall be required to deposit funds upon completion of building and site improvements in an amount estabished by the respec- tive Committees. Further. each Owner shall be assessed on the first day of each month their private share of common area fee's for signage, security lighting, irrigation costs, ground maintenance, etc. to be paid within seven (7) days of received assessment to Lakemont Committee , Address: IN WITNESS WHEREOF, the Undersigned, being the Declarant, has executed this Declaration this day of , 19 BY Witness Declarant of Committee One Robert J. Vermillion 632 Gold Run Road Boulder, CO 80302 this day of , 19 BY: Witness Declarant of Committee One Kevin Gilligan 10900 Dover Street Westminster, CO 80021 this day of , 19 By: Witness this day of 19 BY= Witness / Gilligan Nomes of CO Inc. BUILDER • DEVELOPER • REAL ESTATE SAIES CODQVEji,4jqEE7 • WESTMINS7ER, CO • 80021-2610 _ 1~) 469-9447 • FAX (30.3) 469-9342 4 1JY6 Robert J. Vermillion ' 632 Gold Run Rd. Boulder, Co. 80302-9710 Dear Bob, According to the contract that you signed 5-27-94, Addendum I(attached), states that you have 30 days to remove the earthen driving iange berm, located on the northerly boundary of Lot 7 and Lot 8 at seller's sole cost and expense. You aze hereby given written nodce to " remove the berm. _ ALso, according to the terms of Addendum I, I am electing not to participate in the urigation syscem we discussed today. As you know, construction is progressing and if you chose to do anything with the pumps and system under the parldng lot that we will be constructing, you aze encoutaged to complete the work you so choose to avoid additional expense. Kevin Gilliga General Man;.b.,. Gilligan Family Limited Partnership A D D E N D U M I ADDITIONAL PROVISIONS TO COMMERCIAL CONTRACT DATED MAY 18, 1994: Irriqation System Located on Lot 7, shall be within a new easement which includes electrical and water lines, pumps, and water storage tank, and owned and shared between Owner's of the Lots of Lakemont Center State 2, Blocks 1 and 2. The system shall be managed by a Lot Owner's Association and the cost of operation and maintenance shall be divided per use of the respective Lot Owners (that wish to participate in the use of the system) by square footage of land ownership. Existing Electrical Power Lines and Transformer Lor the entire Sub- division, Located on Lot 8, shall be within a new easement and shall be shared by and between Owners of the Lots of Lakemont Center Stage 2, Blocks 1 and 2. Any cost to service a specific lot shall be born by that lot owner. In the event the transformer must be relocated to accommodate development of Lot 8, cost of such relocation shall be shared by all future and present users. Buyer shall provide Financial Statement to Seller's Lender (Holder of a First Deed of Trust to be released on Lots 7 and 8) showing availability of funds for closing: First Interstate Bank of Denver, 633 Seventeenth Street, Denver, CO 80270, to the attention of Mr. Dan Willetts, Vice President. This Contract is sub'ect to both Buyer and Seller written approval of a Property Management Agreement for Block 1, Lot 1 thru 8, to include Construction schedule, common architectural design, and Subdivision Covenants and utility access in exising easements on or before Closing. Buyer's Receipt and Approval of the following list of contingencies as Exhibits attached hereto, all of which are conditions to the obligation of Buyer to purchase the property. Buyer's approval will be deemed given in the absence of written objection by June 1, 1994. Exhibit "A" - Final Plat & Subdivision Plat Lakemont Center Stage 2 Exhibit "B" - First Interstate of $147,084.39. and 8 by written receipt of Buyer is null and void to Buyer Bank of Denver current Note balance Bank shall agree to release Lots 7 approval within ten (10) days of 's Financial Statement or this contract and earnest money shall be returned Exhibit "C" - Contract with City of Wheat Ridge for monthly payment of SID Exhibit "D" - Outstanding Water Bill, Tabor Street Improvements, Delinquent Real Estate and Special Improvement District Taxes - all to be paid at Closing by Seller On Site Improvements - Seller, at Seller's sole cost and expense, shall remove the earthen driving range berm located along the northerly boundary of Lots 7 and 8 within thirty (30) days of written notice from Buyer and after Buyer has applied for a building permit. Buyer shall be responsible for the final grade and installation of the driveways along the northerly boundary of Lots 7 and 8. The existing electric sign on Lot 8 shall be repaired and relocated in the south portion of the median between Lots 7 and 8 at Seller's expense. Buyer shall be responsible for the installation of curb and gutter in constructing median between Lots 7 and 8. The light poles and light fixtures at the base of the driving range berm shall be removed by Seller and two and possibly four poles and fixtures shall be relocated at the perimeter of Lots 1 and 2. i ~ dditioos, I ' II The Drialed portions of this form, exapt (Iqliciud) (dffkrem.(iued) A 4m been approved by the Cobndo Rnl E+me CommissbnCBS 2d-9I) THIS FORM HAS IMPoRTAM LECAL CONSEQUENCES AND THE PARTIES SNOULD CONSULT LfGAL AND TAX OR OTHER COUNSEL BEFORE SIGNING. COMMERCIAL CONTRACT TO BUY AIYD SELL REAL ESTATE 18 19 94 1. PARTIES AND PROPERTY. buyeds) [Buyer].(asjoim mnanWtenants in common) aqrees w buy, and the undersiP~ ed uI1Ms) [~IIerJ, agrccs to scll, on thc tcrtns and conditions ut forth in this mmratt. the following described rcal cstate in the Counry of JeTfPSSOTI , Colorado, to wiC La'cemont Center Stage 2, Block 1, Lot 7 and Lot 8 tnownac'No. 11901 and 11903 West I-70 Frontage Road North, Wheat Ridge, Co 80033 Strta AdArcss Ciry Su~< 14, together with sll inlercst of Seller in vanted streets and alleys adjaccnt themto, all easemmts and otAer appurunantts thercro, all imDrovemrnts thcmon and all atuched fixwres tAereon, aapt as herein acWded (colleaively Ne Propeny). 2. INCI.USIONS/EXCLUSIONS. The Du«hase pna includes the fdlowing items (a) if attached m the Property on lhe date of this mn- tract:+iElnie6;-heee+nS Dlumbiog.+ette~.tixgw~8airec+nditimrin6-~raems3'.~m.cxmn.r~.:oFwhwww.ax~a'wc:iiw.'~ikr~nc.s~wci~Y- dwiwc.+acid►teMP~~+"~~~°o~N~~r9~.+a+~ersrAeoceo~e~ing~+Meeeex~systems~uuiNixk+teMewaPP~~. sprinkler sYStems aa6aoxlw~s:lb}i4a~NwlkeB~YwheNwFaiteoMed-ocaet~tU~e9atsefll~is-eent(aek-Nenn~m9e~w, stoen'~eoesrwin&wv-eed4ereh- a„a~F„w,;,,~,yu~ac,,c.,.~yAmes,a~,~reac,~ux.ycana(c) Tro poles and lights fixture for parking lot, parking lot, 3/4" water tap. (Sewer and gas taps, if available) EXCLUSIONS: Driving Range items as Netting, Netting Poles and Cable, 10 x 20 Storage Shed, Landscaping Logs, and any water rights. There are no water Rights. The abovedescribed included items (Inclusions) are to be convned eo Buyer by Seller by bill of sale at the closing, free and clear of all tasta; liens and encumbnnas, except az provided in Section 12. The following atuched fixwrcs arc excluded from this sale: Buyer shall accept Subdivision Plat in place of a survey or Buyer shall orde on execution of this flontract and pay all cost, should survey and Phase I Envi- ronmental Study be required. Survey shall describe twv (2) new easements, providing electrical pawer and irrigation for the Lakemeont Subdivision. 3. PURCHASE PRICE AND TERMS T6e Durchase pria shall be $ Z56. 829.00 , payable in U.S. dollars by Buyer u fdlows: (Compkte the appGcaEle urms belowJ (at $ 2. 70 per square foot ) (a) Evcest Mooey. S 25, 000. 00 io thelonno( a Ce1t]. f i2d Ch2Ck u camuesi money deposit and van payment of the purchase pria, pryaDle to and held by Ch1CdQ0 Title of Co Inc 1875 Lawrence, Ste.1200 i D2IIV2r broker, in i[s Irust account on behalf of bmh Seller and Buyer. Bcoker is authoriud to deliver the eamat money deposit to the closing agent, if any, at or be(ore closing. The balana of S 231. 529. 00 (purchase price less eamat money) shall be paid as follows: (b)Cuh atCbsinQ. f 231, $Z9 . OO , plus closing cosu, to be paid by Buyer at closing in funds which comDlY witn all aDDlimble Cobrado laws, which include cash, electronic transfer funds, anified check, savings and loen teller's chcek, and cashier's chcek (Good Funds). Subject to the prwisions of Section 4, if the existing ban balance at the time of closing s N¢e difkrcnt from the loen bslantt in Section 3, the adjustment shall be made in Good Fuods at dosing or paid ss fdlows: ~ N)/A LORD $ by Buyer obtaining a new loen. This ban will be secured by a( Ist, 2nd, etc.) deed of trust. The loao s6all be amoniud over a period of years at approximately S per month including principal and interest not to exceed %per aum+m; Dlus, if required by Buyer s lender, a montlily deposit of Nx of the atimated anoual ral esute tues, property insurana Drcmium, and mortgage inswancx Drcmium. If the loan is an adjustable interest nte or graduated payment losn, the monWy paymenu and interest nte initially shall oot exceed the figures set fonh above. Losn discount poims, if any, shsll be paid to Irnder at closing aod shall not exceed - the loan's interest rate, the first bao diuount poinu shell be paid by - and t6e balana, if aoy, shall be pud by ' Buyer shall timely pry a Wan wiH&nation &e oot to ezcxd % of the loan amount and Buyer s ban cosu. (d) AssumptWu. . s N/A by Buytt's assuming aod ayaing to pay en uisting loan in this approximate amount, DreseoUy paYable at f ptt month principal, iotercst prcxntly at % per a¢num, and includinQ exrow for the (dlowiog u indicated: O ml aute tazes. ❑ DroPMY insufana premium, ❑ mongege insursntt Drcmium, and . Buyer sgrees to pay a ban transfer fx not to vecad S . At the ome of assumDtion, the new interest nte shall not aceed 9b per aunum and the uew moot6lY DaYment shWl mt aaed f Drincipal and interest. Plus escrow, if any. Selltt O s6a11 Rshall oot bc rcleased from liability on said loan. If apDliuble, compliance with the rcquirements for rclwse from liability shall be evideoad by delivery at closing of m appropriate Ietter from kndec Cost payable for release of liabiliry shall be peid by io an amount not to uceed f • % of Ne total loan amount. Notwithstanding Na CBS2-1-94• COMMERCIAL CON7'RACT TO SUY AND SELL REAI. PSTATE PaQ~ I of 4 9M(ad PubGahin& 1743 Wvae Sl.. Demer. CO 80202 -(Jlll) 393-2500 -}96 1 In the event the Property is lonled within a special laxing distritt and Buyer desires to terminate ihis conlract as a resWt, if written notice is gi,<n to Scller on or hcfort the daic ut forth in substction 9(b), this conlraa shall Ihcn lerminate. If Sclkr docs not receive Buyer's nolice by the dale spccificd abo.c. Buccr accvpts Ihv cRect nf the Propeny's inclusion in such special tasing districl(s) and waivcs the right to w terminale. (d) Righl to Cure. If Seller rtteives nolia of unmerchantability of liqe or any othcr unsatis(actory title condilion(s) as provided in subscclion (a) or (b) abova. S<Iler shall use reasonable effort to cortcet said unsatis(actory title condition(s) prior to the dale o(cbsing. I(Seilcr fails to cortea said unsatisfaotorv title condiiion(s) on or bcforc the date o( closing, Ihis contraci shall then terminate; providcd, however. Buyer may, by writtcn nolice recciced by Sclkr. on or beforc closing. aai,c ohjeclion to said unsatisfactory tillt condition(s). 10. INSPEClION. Buyer or any designee, shall have the right to have inspeaion(s) of the physical condition o( the Propertc and Indusinns. at Bu>er's expense. If written notice of any unsatisfactory condition, signed by or on behalf o( Buycr, is not rcc<ived by Seller on or befor< '7L1Ile 6 19 94 (Objcction Deadline), the physical condition of the Pmpcrty and inclusions shall be dccmcd to be satisfacirnr tn Rurer. If such notice is rccci,ed by Sdicr as sct fonh above, and i( Buyer and $eller have nol agrttd, in writing, to a seltlement Ihercolon or before date of Closing . 19 _ (Rcsolution Dcadline), this coniract shall terminate thrcc cakndar days following the Resolulion Deadline; unless, within the Ihrte calendar days. $elkr rccci,es wriPcn noticr from Auycr waiving objation to any unutisfaciory condition. Buyer is rtsponsibic for and shall pay for any damagc which acurs lo the Propcrlc and lnclusions as a result of such inspection. II. DATE OF CLOSINC. The date of closing shall be OIl OT before June 15 iy 94 , or by mumal agreemem ai an earlicr data Thc hour and platt of closing shall bc as designated by Chicaqo Title of Co Inc. @. TRANSFER OF i'ITLE. Subjecl to tender or payment at dosing as reouired herein and compliance by Buyer aith the other lerms and procisions hereof. Seller shall eaceutt and dcliver a good and sulBcient Geri2Td1 Wdrl'ailtY dccd to Buycr, on closinq, comtyinR the Propcrlc frrv and dcar of all tur cxttpi the grn~erel taxrs fnr the year o( closing, and acey t ( SID ) Special Improvement District for t'10 FYontage ROdd OII t70 SOllT11 IJOUi1C3dLy Of IAt.S 7 dIld $ , 7ille shall be tomeyed free and dear of all lirns for epe64iwM.wew~eres- ia51a11Wasetah►dau~L9uy~r'ssiga ~pqt encept (i) dislribution ulilily easemrnts (including cable T V), lii) those malters rellected by the Titk Docurnrnls accepted by Buyer in accordan[t wilh subsection 9(a), (iii) Ihose righU. ilany, of Ihird Danics in the Property nol shown Mthe publir rrmrds in accordance with subsection 9(b), (iv) intlusion of the Property within any special laxing district, and (v) subject lo building and zoning regulations. IJ. PAYMENT OF ENCUMBRANCES. Any encumbrance rzquired to be paid shall be naiA at or before closin (rom the Drocecds of this transactionbr Valley Water Bill, Tabor S~reet I~nprovemegts, 1993 R.gE.Taxes,Delinquent R.E. and SID Taxes and see Ad itiona Provisions. 14. CLOSINC COSTS. DOCUMENTS ANb SERVICES. Buyer and Seller shall pay, m Good Funds, their respective cbsing crosis and all other imms required to be Daid at closing, eattpi as otherwise provided hemin. Buycr and Seller shall sign and com0lele all customary or required documenls a1 or Aefore closing Fea for real estate closing services shall not exteM $ 300 - 00 and shall be paid at dosing by 1~2 by BUYPS ~ 1~2 }Jy Seller rne iocai tnnsra iax or N A % of the purchase pritt shall tx paid at closing hy N/A . Any sales and use taz that may accrue because of this iransaclion shall be Daid when due by _ IS. PRORATIONS. Grneral taxes for the year of closing, baud on the laxes for the talendar year immediately prtteding closing, rrnls, water and sewer charges, owner's association dues, and interest on continuing loan(s), i(any, and . shall be Ororatcd to dale of closing. 16. POSSESSION. Posussion of the Property shall be delivered to Buyer az follows: dt C.LOSIIICJ, subj ect to the follaaing lease(s) or tenancy(s): None * It is understood that utility or wnduit lines as drainage, water, sewer, gas, electric, cable, phone, and irrigation lines extend under the FYontage Road to service both Block 1 and Block 2 of the Iakemont Center Developnent. Buyer and Seller acknowledge they shall have the right to access utility services within existing easanents and rights of ways when necessaxy to develop Block 1 and Block 2, to place, replace and repair services. Each party shall notify the other in writing of their intent to service "which cannot be unreasonably withheld" and agree to replace or repair damaged improvements, including landscaping, to as near to their original condition as reasonably possible at the sole cost of the p3rty causing same. I(Sellcr, aRa closing, fails to deliver pozsession on the date herein specified, Scller shall be subject to eviction and shall be additionally liable to Buyer for prymcnt of S - - - per dry from the date of ageed possession until posussion is delivered. 17. CONDITION OF AND DAMACE TO PROPER7Y. Encept as otherwix provided in Ihis conincl, the Property end Inclusions shall be delivcred in the condition aisting at o(the dale of this contracl, ordinary wear and tear acepted. In the event the Property shall be damaged by fire or other ca5ualty prior to lime of closing, in an amount of not more than ten percerit of the lotal Durchaze price, Seller shall be obligaled to repair the same beforc the dale of closing. In the event such damage is oot rcDaired within said fime or i( the damages tuad such sum, lhis contracl may be lerminaled at the option o( Buyer. $hould Buyer elect lo carty om this mntract dcspite such damage, Buycr shall be rntiUed to cmdil for all the inswante Droceeds ¢sulling from such damage Io the Propeny and Inclusions, not ezceeding, howe.er, the lotal pu¢6au price. Should any Inelusion(s) or urvice(s) fail or be damaged between the date of this conlract and the dale of closing or the date of possession, whichever shall be tadier, lhen Seller shall be liable for the repair or reDlacement of such Indusion(s) or xrvitt(s) with a unil of similar siac, age and quality, ot an equivalent crcdit, Iess aoy insurentt procttds «ccived by Buyer covering such repair or re0lacement. 18. TIME OF ESSENCE/REM1tED1E5. Time is of the essenet hereoC If any note or check received as earnest money hereunder or any other payment duc hercunder is not paid, honored or tendered when due, or if any other obligation hercunder is nol per(ormed or waived as herein provided, there shall be the following rcmedies: (a) IF BUYER IS IN DEFAULT: (Chak oae 6ox ooly.) ❑ (1) SpeefflePerformsnce. Selltt may e1M to trest lhis wntraeY as canalled, in which tase all payments and tAings of value rectived hercunder shall be forfeited and reuined on bchalf of Seller, and Stllcr may recwer euch damages a may be proper, or Seller may dect to Ircat this conlna as being in full force and eRect and Seller shall havr the right to epecific performana or damages, or both. tg (l) Liqafdated Duoa`es. AO payments and things of value reaived 6ereunder shall be forfeiled by Buyer and retained on behalf o( Seller and both parties shall thereafter be releaxd Rom all obligations hercuoder. It is agreed that such Dayments and things of value are LIQUIDATED DAMAGES snd (acept az provided in subxction (c)) ate SELLER'S SOLE pND ONLY REMEDY for Buyer's failure to pertotm the obligations of this contna, $eller ezp¢ssiy waives the remedies o( specific performantt and additiond damages. - (6) IF SELLER IS IN DEFAULT: - Buyer mry elect to trcat this con{nct as wncelled, in which cau all paymrnts and thingt of •alue rettived hereunder shall De returned and Buyer may recover sueh damaga as mry be proper, or Buyer may etect to Ireat this contract as being in full force and eRect and Buyer shall have the righl lo spttific perlortnana or damages, ar bolh. COS75 AND EXPENSES. Anything to the rnnlrary herein notwiihstanding, in the event of aoy arbitrotion or litigation arising out of this coniract, the arbitrator or court shall award to the prcvailing pany all reasonable coiu and apenus, including attornty kes. 19. EARNEST MONEY DISPUfE. Notwithstanding any termination of this coniraa, Buyer and Seller agree that, in the evem of any controvxrsy rcgarding the arnest money and things of value Atld by broker or tlosing agenl, unless mulual written instructions are received by the holdcr o(the carnest moncy and Ihings o( value, broker or closing agcnl shall not be rcquired (o Wke any action but may await any proceeding, or at broker s or closing agem's option and wlc discrction, mar inlrrylead all panies and depoeit any mooeys or Ihings of vnlue ioto a coun of competem jurisdiclion and shall recmer coun cosis md reasonable attorne7 kes. 20. ALTERNATI VE DISPUTE RESOLVTION: MEDUTION. If a dispute arixs between the Wrties ¢lating to this comnet, the parties agree la submit the dispute lo medialion. The Oarties will jointly aOWiot an atteDtable 'ediator and will share equally in the cost of such mediatoc If inediation proves unsuccessful. the Oarties may then proceed with such olher m ns of disDute resolut~ as they w choou. Na C8S2d-94. Page J of 4' 'fohlo ~ 21. ADDtT10NAL PROVISIONS: See Addendum I for Additional Provisions Seller's Warranty: Seller has delivered to Buyer a copy of the Iakgnont Center Stage 2 Final Plat and Subdivision Plat which is recorded at the City of Wheat Ridge. Said Plat states zoning uses and buildings permitted. Water, sewer, and electric power are on Lot 8; irrigation systems is on Lot 7; gas is in the interior road north of Lot 8; sleeves or conduits are under the Frontage Road adjacent to Ipt 7 and Lot 8 for phone, cable, gas, and irrigation. 22. RECOMMENDATION OF LEGAL COUNSEL By siping Nis document, Buyer and Seller acknowledgc that the Sclling Company or the lisung Company has adviud that this documrnt has important legal consequences and haz recommeodcd Ne aamination of ti[le and mnsuitaiion with legal and tax or Mher counsel beforc siguing this contract. 23. TERMINA770N. In tAe event this contnct is tertninated, all payments afM things of value'eceived hercundcr shall bc rcturned and the partics shall be rclieved of all obligations hercunder, subjea to Section 19. , 20. SELLING COMPANY BROKER REW"[70NSHIP. The sellingbroker, N/A - NOIIO - , and iu salespersoos have been engaged az , Selling Company has prcviously discloud in writing to Ne Buyer that difiercn[ rclationships are avaiWble which include buyer agency, seller agency, subagcncy, or transaction•brokec Se11ET is a Licensed Real Estate Broker, 25. NOTICE TO BUYER. Any notitt to Buyer shall be effective when received by Buytt, or, if this box is checkcd ❑ when .__+dby-SeHing{+omparty.- 26. NOTICE TO SELLER. Auy notice to Scllcr shall be eRective when rcceived by Sellet ortntin6fompan727. MODIFICATION OF THiS CONTRACL No subuquent modification of any of the tertns o( this rnntract shall be valid, binding upon the panies, or en(orceable uNess made in writing and signed by t6e partia. 28. ENTIRE ACREEMEN7: This contrzct constiWtes the entire mntract betwccn the parties rela[ing to the subject herco(, and any prior agreemmts perlaining thercto, whether oral or writtrn, have bttn merged and in[egrated into [his contlacl. 29. NOTICE OF ACCEPI'ANCE: COUNTERPAR75. This proposal shall expirc unlas aaepted in writin& by Buyer and Selleq az evidenced by their signawrcs below, and the oBering party rceeives potice of such aceeptance on or beforc Mav z7 t .19 94 (Acceptana Deadline). If acapted, this documrnt shall become a mntraM beiween Seqer and Buyer. A copy of this document may be executed by wch party, separa[ely, and when each partyPzexecuted a w0Y lhercof, such copia uken together shall be deemed to be a full and compkte contract betwern the parties. Date of Buyds Buyers 469=9447 19 lIVLClI. . V(.'~.I1LL111V11 l9 /10 Date of Se11er i si ature 19 .L~ Date of Seller's signawre , 19_ Scilcr's Addrcss 632 Gold Run Road, Boulder The undersigned Brokerts) acknowledges rettipt of the earnest money deposit specified in Section 3, and Seiling Company confirms its Broker RelationsAiO az ut (orth in $ettion 24. SellingComDany N/A N. avG Address BY0 _ 119 Listing ComDany BY: , 19 c...~,... I NOTE: Clminy lostructioos tbould be siyned st t6e tlmt t6ia rnntne is sigoed. ---I 9uyer C;~ 119 Date o( Buyer's signatufe No. CBS2-1-94. PaRe 4 of 4 A D D E N D U M I ADDITIONAL PROVISIONS TO COMMERCIAL CONTRACT DATED MAY 18, 1994: Irrigation System, Located on Lot 7, shall be within a new easement which includes electrical and water lines, pumps, and water storage tank, and owned and shared between Owner's of the Lots of Lakemont Center State 2, Blocks 1 and 2. The system shall be managed by a Lot Owner's Association and the cost of operation and maintenance shall be divided per use of the respective Lot Owners (that wish to participate in the use of the system) by square footage of land ownership. Existing Electrical Power Lines and Transformer for the entire Sub- division, Located on Lot 8, shall be within a new easement and shall be shared by and between Owners of the Lots of Lakemont Center Stage 2, Blocks 1 and 2. Any cost to service a specific lot shall be born by that lot owner. In the event the transformer must be relocated to accommodate development of Lot 8, cost of such relocation shall be shared by all future and present users. Buyer shall provide Financial Statement to Seller's Lender (HOlder of a First Deed of Trust to be released on Lots 7 and 8) showing availability of funds for closing: First Interstate Bank of Denver, 633 Seventeenth Street, Denver, CO 80270, to the attention of Mr. Dan Willetts, Vice President. This Contract is subject to both Buyer and Seller written approval of a Property Management Agreement for Block 1, Lot 1 thru 8, to include Construction schedule, common architectural design, and Subdivision Covenants and utility access in exising easements on or before Closing, Buyer's Receipt and Approval of the following list of contingencies as Exhibits attached hereto, all of which are conditions to the obligation of Buyer to purchase the property. Buyer's approval will be deemed given in the absence of written objection by June 1, 1994. Exhibit "A" - Final Plat & Subdivision Plat Lakemont Center Stage 2 Exhibit "B" - First Interstate Bank of Denver current Note balance of $147,084.34. Bank shall agree to release Lots 7 and 8 by written approval within ten (10) days of receipt of Buyer's Financial Statement or this contract is null and void and earnest money shall be returned to Buyer Exhibit "C" - Contract with City of Wheat Ridge for monthly payment of SID Exhibit "D" - Outstanding Water Bill, Tabor Street Improvements, Delinquent Real Estate and Special Improvement District Taxes - all to be paid at Closing by Seller On Site Improvements - Seller, at Seller's sole cost and expense, shall remove the earthen driving range berm located along the northerly boundary of Lots 7 and 8 within thirty (30) days of written notice from Buyer and after Buyer has applied for a building permit. Buyer shall be responsible for the final grade and installation of the driveways along the northerly boundary of Lots 7 and 8. The existing electric sign on Lot 8 shall be repaired and relocated in the south portion of the median between Lots 7 and 8 at Seller's expense. Buyer shall be responsible for the installation of curb and gutter in constructing median between Lots 7 and 8. The light poles and light fixtures at the base of the driving range berm shall be removed by Seller and two and possibly four poles and fixtures shall be relocated at the perimeter of Lots 1 and 2. V) x- 0 Y;XHlbl'1' ' A glock 1, Lots 1 thzu u To Commercial Contract SUBDIVISION dated May/$, 1994 snw:n Mt;w~s ra4. K u/c Koac i. uccw"T artt" wsavisa~ wr ca. aoc■ I SM'lSwM 01.7~, pmn ~wtr(an u[c ~n~s.rw ~[ss~.fLItS) ~Q~ tw~s'»1 s.ti ~ ~o , ~ w.~.a~• ~..J-- e i '~nnda ~ ~ 4- I I ~ I Lor i II:, 157,311 S~?,^T. I 1d ~rz~ r.w t~x.t.. 1<C. ~O. GioYND . 1~ 1p~ ~1p W (~d[R ~ 1NC. vp ~ ( 1 0 o y r n ~~Yl~~1 [ ]0 ~1P Y~ [/S~f ( ~ 7t r~ 10 I. LOT 2 3 I I= 155,729 SQ.F:., I~ q l y~ tl °I ° W I I I M• I ~ S `Y L~nMt !~P 4ZKn 1~ » !f rOOf'fi1[4 lW LMM~ lQ ~1U YY~ [~Yfl~ e ~ F a t l ~R~ f~ftR~l14C n Y H[i! ~ ~W w 1 ~ 1Q y ~ i~ YO 0] ~ r •I y~J1. W; ~ I ~ F I ~ f 1 I I z + I f I LOT 3 LOT 1 m 39,350 SQ.FT. 40,824 SQ.FT. :I ' x~ w r ` Y00 . . . I .f . I 2 ~ I I ]Dr~0 YIM UiR~f ..Ma1W1 I y Y 1/I!!~1[ Lf~ { RC IO c ► i LOT 6 l0T 5__~ 41, 601 Sn.FT. - 44,029 SQ.FT. tt ~ - ~ J .sra:eYC roo[ 'c .ars:vt ^m.t ar. i ~.azs 2 0 1 J ]0 W~L11~4 MR ~'1 I I ON R O f (tl[~E~~IKC.~G~~~N9 ~ ~nM fOW~~~~~ ZR. ~ qG411•P[Sf -YO [~l.U~ ~ o• . nwuIo. ^R[.:a.c.. W z ~ •1 ~sraSO).[ ' ii 7 ( INi~; f • ~ sor:~i ~ • 8 J% ~o.~Y r.w I ~ LOT 7 l0T 8 ~ ~ 57,253 SQ.FT. 37,869 SQ.FTi. ~ S ~ a~ srzrz~:es ~ ~ . <N . ~ 1.:o i ~ kIM21'31'E w E. ~ qPVp. uz.~i~:+°~ic . Kanrrv +r~ao . onrc ' . µ~~1 N ~.urts n ~+s w~r ~ SEE SMCEi ! ~ I Wr v sraN.e* .w.~~ . ~ws~wr. serz54o'w ss1.79 ' l~ K~ ui~[n ; - , ~ i ~ aoa cMVCLa.c • ~ d " ` ` o ~ . % I A 1 ' \ ~ I A ( 1 ~ ~ aoc. cMVnaE • { 1 0 ( ; I ~ o ~ . ~ QX s~as ~ a-u~s I • Y ~ Y ' ~ t c ~ x+ ~ . . . . . JJ f- o- - ~ eaw M L tY fA~f \ OKnW b• fy ~ ~ TC 10 . Y rDG ENVEIOVE c I _ ~ • 3~ - d-- E -~r=-- t-- ~ r---"- _ - . . . - ~ ~ 4d ? ~ [ ~ E - ~ t F ~ ?n~LOPE I ~ , :I , E K Iso, u u 21 It I ~ ~w.m. r y NL('E R04 ~ i i d A ~ EXfiIBIT 'Ib Crnmiercial Contract ? dated May,$. 1994 ~ ~ / e-,~ / Z 70- 7,96 e~D n Arvada Fire Protection District ~ ~ ~ `FIRE MARSHALS' OFFICE ~ P. O. Box 3•D ARVADA, COLORADO $0001 Telephone (303) 425-0850 - FAX (303) 422•4569 August 2, 1996 Mr. John Eckert, Chief Building Official Wheat Ridge Building Department ' 7500 W. 29th Ave. Wheat Ridge, CO. 80034 RE: Lakemont Building One Tabor St and North I-70 FR. Dear John, `MY OF WHEAT RfD'GE D nrann r7 0,8 im ~ PLANtVING & D MENT We have reviewed the plans for this building and have the following comments based upon the 1991 Uniform Fire Code. 1. Site: 1. The address numbers shall be posted on a temporary basis and permanently affixed to the building in a minimum of 4 inch numbers. UF'C 91 10.301(a). Amended. 2. Al1-weather fire department access roadways will need to be provided to within 150 feet of all portions of the building prior to above grade construction. UEC 91 10.203, 10.204(a)(b). 3. The North side fire access lane from W. I-70 FR. needs to be a minimum of 20 feet of unobstructed width. It appears that only 15 feet is shown on the plans. ITFC 91 10.204(a). 4. The turning radius shown on the site plan will not allow fire apparatus to turn through the site witnout going over parked cars, islands etc. The minimum turning radius is 43 foot outside with a 30 foot inside radius with a four foot front overhang. UFC 91 10.204(c). 5. Fire lanes will need to be posted "No Parking Fire Lane" with signs that meet City of,Wheat Ridge Standards. 2. Minimum Required Fire Flow and Hydrant Distribution. 1. The minimum required fire flow based upon Type V-lhr construction in the area of 19,990 square feet total area under the horizontal projections of the roof will be 2,500 gallons per minute. UFC 91 Appendix III-A. Page Two 2. A minimum of two fire hydrants will need to be provided within 300 feet of the site and one additional hydrant will need to be provided within 600 feet of the site. One hydrant is shown on the plans. We need a site plan showing locations and access to existing hydrants. Additional hydrant may need to be provided. UFC 91 Appendix III-A, I.S.O: Distribution of Hydrants Standards. 3. Exit Doors: 1. The main entrance doors in Group B, Division 2 Occupancies that are provided with a key locking device shall be provided with a sign stating, " This Door Is To Remain Unlocked During Business Hours". ITFC 91 12.106(c). 2. Exit doors that are used in pairs shall open with one operation. Edge or surface mounted flush bolts ara prohibited. iTFC 91 12.106(c). 3. The interior vestibule doors cannot be provided with a lock or latch. UFC 91 12.106(c). 4. Additional exit doors will need to be openable from the inside without the use of key or special knowledge. UFC 91 12.106(c). 4. Basement Egress Control: 1. Barriers shall be provided in each exit stairway to prevent exit traffic ascending or descending a stairway from going beyond grade level. UFC 91 12.109. 5. Exit Illumination: 1. Provide emergency lighting by battery pack units at exit doors on each floor. UFC 91 12.110(a). 2. Emergency lighting will be subject to field inspection. Additional units may be required. iTFC 91 12.110(b). 6. Exit Signs: 1. Need additional exit sign one hour rated corridor. LTFC 91 12.111(b). over the door at the end of the Page Three 2. Additional exit signs will need to be provided as the one hour fire resistive corridor is constructed and at any additional exit doors that will be installed. UFC 91 12.111(b). 7. Basement Fire Protection: 1. The basement is in excess of 1500 square feet. The building plans do not indicate openings,for fire fighting and rescue operations. L7FC 91 10.507(b). 2. If openings meeting the requirements of the Fire and Building Codes, cannot be provided, an approved automatic fire sprinkler system will need to be installed in the basement area. UFC 91 10.507(b). 3. Submit three sets of sprinkler system plans and hydraulic calculations for review and comment prior to installation. All work is to be performed by a State of Co. licensed sprinkler contractor. UFC 91 10.503 4. The fire department connection for the sprinkler system will need to be installed within 150 feet of a fire hydrant. UFC 91 10.501(a). Amended. , 5. Approved back flow prevention will need to be provided on the sprinkler system in accordance with Valley Water District Standards. 6. The fire department connection for the sprinkler system will need to be installed a minimtun of 36 inches above finished grade. UFC 91 10.506(a) Amended. 7. Sprinkler systems in excess of 100 heads will need to be supervised by a central, remote or proprietary service. UFC 91 10.508. 8. Audible fire alarm horns will need to be installed throughout the building to activate upon sprinkler system flow. UFC 91 10.508(g). Amended. 9. The underground fire line for the sprinkler system will need to be approved and inspected by the Valley Water District and the two hour hydro test witnessed by the Fire Marshal's Office. Page Four 8. Portable Fire Extinguisher's 1. Fire extinguisher's will need to be a minimum of a 4-A rated, 10-1b ABC dry chemical unit, fully charged with current inspection tag, mounted at each exit door or stairway on basement and secopd floors. Units will need be mounted not less than three feet nor more than five feet from the floor to the top of the mounting bracket. UFC 91 10.501(a). 9. Interior Finish: a to 1. Carpeting, when installed will need to be a minimum of a Class II Critical Radiant Flux and documentation will need to be provided prior to installation. UFC 91 Appendix III-A. 10. Electrical: 1. The occupant will need to verify that sufficient electrical receptacles are provided at the time of tenant finish as extension cords and multiple adapters are prohibited, nor shall flexible cords pass through walls, ceilings or doorways. iTFC 91 65.106(a),(b). 11. Additional Comments Code Requirements: 1. A Knox box key box will need to be provided and keys will need to be provided to the building and maintained at all times, if an automatic sprinkler system is provided. UFC 91 10.301(a). Amended. 2. One hour rated fire assembly doors will need to be labeled "Fire Door po Not Obstruct in a minimum of on inch letters. UFC 91 10.602(c). 3. Twenty four hours notice required for all inspections and tests. 4. Knox Hox application and turning radius templates are enclosed. 12. Request to the Huilding Official: 1. We would request that a building permit not be issued until the site requirements and basement fire protection issues are resolved. Page Five Sincerely, Arvada Fire Protection District Ste~z er Deputy Fire Marshal 7e4 The City of 7500 WEST 29TH AVENUE ~Whe at WHEAT RIDGE CO 80215-6713 (3031 2345900 City Admin. Fax # 234-5924 Police De.pt Fax N 235-2949 GRidge July 16, 1997 Mr. Kevin Gilligan Gilligan Homea of Colorado 10900 Dover Street Westminster, Colorado 80021 Re: Lakemont Center Lot 8, West I-70 Frontage Road & Tabor Street - Amendment to July 8, 1997 Approval Letter Dear Mr. Gilligan, This letter is to serve as an amendment to the approval letter dated July 8, 1997. PleaSe be aware of the following conditions for the above-referenced project: 1. A minimum 4-foot wide sidewalk will need to be placed behind the existing curb and gutter, and along the entire frontage (approximately 260 lineal feet) for Lot 8. This walk can be placed up against the existing curb, however a bond-breaker material will need to be placed along the resultant joint. In addition, this joint will need to be sealed as needed with a suitable sealing compound. 2. Prior to the construction of the required detached walk, an acceptable form of guarantee (letter of credit, escrow or cashier's check) will need to be submitted in the amount of $2,300.00. Please be aware that a Temporary Certificate of Occupancy, or Certificate of Occupancy will not be approved by the Public Works Department until this guarantee is submitted and the required public improvements are constructed and approved by the City. 3. Please be aware that all contractors will be required to meet the City's licensing and permit requirements prior to any of the required work commencing within public right-of-way. Al1 other terms and condition of the July 8, 1997 letter of approval for this project remain unchanged. If you have any questions, please contact me at 235-2868. aECVCLeD rnaEN S' ce ely, reg ~ude Developmes GWK Review Engineer cc: Bob Goebel, Public Works Director Jack Hurst, Interim Planning & Development Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer John Eckert, Chief Building Inspector Meredith Reckert, Senior Planner John McGuire, City Surveyor File Director /i 9y/ Tne ciry r5ac 750o„UFST291H Ak,ENtJE ~Wheat WHEAT HIDGE GO e02156,13 (30:i) S900 Clty Admin. Fax f! 2345924 Pofice Dept Fax x 235-2949 _ GRidge July 8, 1997 Mr. Kevin Gilligan Gilligan Homes of Colorado 10900 Dover Street Westminster, Colorado 80021 Re: Lakemont Center Lot 8, West I-70 Frontage Road & Tabor Street - Approval of Drainage Letter and Erosion Control Plan Dear Mr. Gilligan, This letter is to inform you that the letter dated June 11, 1997 from Ed Jennings, P.E. which outlines the proposed project in relation to the approved final drainage report dated March 4, 1997, and the erosion control plan for the above referenced project have been reviewed and approved for construction. Please be aware of the following items regarding the construction of the project: 1. The proposed drainage facilities shall be constructed and approved by the City of Wheat Ridge prior to issuance 'of the Temporary Certificate of Occupancy. 2. Erosion control for the project shall be placed in conformance with the approved drainage/erosion control plan and shall be maintained as needed during the course of construction. 3. All drainage improvements shall be constructed in conformance with the approved drainage report and plan. 4. It will be the responsibility of the contractor for the project to repair any damage to the existing public improvements on the I-70 Fronatge Road and/or Tabor Street as a result of related construction traffic in the area. Also, the contractor will be responsible for maintaining the I-70 Frontage Road and Tabor Street on a regular basis such they are free of construction debris and tracking from construction traffic accessing the site. 5. Upon completion of the drainage improvements the engineer, Ed Jennings, P.E. shall provide to the City of Wheat Ridge a letter of certification stating that the various improvements, as defined in the drainage report and plan, have been accurately surveyed to confirm that their construction is ~ ~G ,~atiTRGc ti ~ HLl,YGI1=D P~FPR 46 Mr. Kevin Gilligan Gilligan Homes Page 2 in accordance with these documents. The certification letter shall be written and stamped by the engineer who prepared the drainage report, and shall be submitted for review and approval by the City prior to issuance of the Temporary Certificate of Occupancy, or Certificate of Occupancy. If ou ha e any questions, S'ncer y, / ~ Greg Knudson please contact me at 235-2868. Development Review Engineer GWK cc: Bob Goebel, Public Works Director Jack Hurst, Interim Planning & Development Director Dave Kotecki, Sr. Project Engineer Steve Nguyen, Traffic Engineer John Eckert, Chief Building Inspector Meredith Reckert, Senior Planner John McGuire, City Surveyor File interoffice M E M O R A N D U M to: Planning & Development and Engineering from: John Eckert subject: 11941 West 170 Frontage Road, Lot 5 date: July 17, 1997 Conceming construction in the rear of this property the following will be required before the issuance of any building permits. 1. Letter confirming the proposed site improvements and the function of these improvements as they relate to the original, approved final drainage report dated Mazch 4,1982 as prepared by Mr. Ed Jennings P.E. 2. Installation of hard surface creating two means of access for emergency vehicles throughout, which will constitute at least a road base access drive around the perimeter of lots 3, 4, 5 and 6. 3. Proof of water and sanitation availability (including enough water for fire suppression). Once these items aze complete, a foundation only permit may be applied for. To obtain the full permit, including the above items, fire hydrants for each permitted property must be installed and pass inspection by the Fire Marshal. Memorandum To: Lakemont Center Tenants From: Sean McCartney, Planner ~tON Re: Addressing It has come to our attention that the tenants of the Lakemont Center aze beginning to use West 48th Avenue as their mailing address because the legal address (West I-70 Frontage Road North) is too long to write. The current tenant, Austin Mor[gage, had contacted the city in hopes of using West 48th Avenue as the proper mailing address, but was informed that they could not change the address due to possible emergency issues and the fact that West I-70 Frontage Road North is the legal street name. Staff was then told that Austin Mortgage had contacted the Post Office in hopes of reaching an agreement to allow for West 48th Avenue to become the new mailing address. The Post Office apparently agreed, and now staff has other tenants requesting the same address. The Post Office has no legal authority to arbitrazily change a street name or address. The Cit of Wheat Ridge has sole authority. The problem with the change to West 48th Avenue is West I-70 Frontage Road North is the legal street name adopted by City Council, which affects property owners from Garrison Street, to the east, to Wazd Road, to the west. Therefore, a street renaming would cause problems for everyone who owns property along the north Frontage Road, as well as the entities who rely on the current road designation for emergency purposes (Wheat Ridge Police Department, Public Service, Jefferson County Assessor's Office, etc.). Secondly, West 48th Avenue currently exists to the south of Interstate 70, thereby creating future problems with addressing and properry locating. In conclusion, the Planning and Development Department of the City of Wheat Ridge will not allow or approve any changes of addresses out at the Lakemont Center, and that West I-70 Frontage Road North continue to be used as the mailing address, not West 48th Avenue. Please make all necessary changes to business cazds and labels so there will not be any other future confusion. If you may have any questions or comments, please feel free to contact me at 235-2852. Thank you for your cooperation. cc: building permit Post Office ~TBAW OF WHEATRIDGE, N.A. 4350 Wadsworth Boulevard Wheat Ridge, CO 80033 (303) 423-1400 "LENDER" Tabor Street Realty Venture A Colorado Limited Liablity Company Tom D. Rennedy Ardith A. Butte White Revin Gilligan ADDRESS 11941 I-70 Frontage Rd North Wheat Ridge, CO 80033 TELEPHONENO. IDENTFICATION NO. BENEFICIARY City Of Wheat Ridge ADOHESS 7500 West 29Th Aveaue Wheat Ridge, CO 80033 TELEpHONE Nd. IDENTIi1CATION NO. IRREVOCABLE LETTER OF CREDIT NO.: 9590285 DATE This Letter of Credit shall expire upon the earlier of. I, 1. the close of business on _ February__201. 1998 and all drafts and accompanying statements or documents I~ must be presented to Lender on or before that time; or 2. the day that Lender honors a draw under which the full I amount of this Letter of Cred'R is drawn. il Lender indicated above ('Lender") hereby establishes at the request and for the accouni of Customer an Irrevocable Letter ot t;rearc in favor of Beneficiary for a sum of - Eight _Thou-sand and no/ 100 - - - oouars a~ooo.oo These funds shall be made available to Beneficiary against Lender's receipt from Beneficiary of drafts drawn at sight on Lender at its address indicated above (or such other address that Lender may provide Beneficiary with written notice of in the future) during regular business hours and accompanied by the signed written statements or documents indicated below. WARNING TO BENEFICIARY: PLEASE EXAMINE THIS LETTER OF CREDIT AT ONCE. IF YOU FEEL UNABLE TO MEET ANY OF ITS REQUIREMENTS, EITHER SINGLY OR TOGETHER, YOU SHOULD CONTACT YOUR CUSTOMER IMMEDIATELY TO SEE IF THE LETTER OF CREDIT CAN BE AMENDED. OTHERWISE, YOU WILL RISK LOSING PAYMENT UNDER THIS LETTER OF CREDIT FOR FAILURE TO COMPLY STRICTLY WITH ITS TERMS AS WRITTEN. 1. DRAFT TERMS AND CONDITIONS Lender shall honor the drafts submitted by Beneficiary under the following terms and conditions: This letter of credit is for site paving and retaining walls for the property located at 11941 1-70 Frontage Road North, Wheat Ridge, CO 80033. Upon Lender's honor of such drafts hereinafter, Lender, once the full amount of credii available under this Letter of Credit has been drawn, shall be fully discharged of its obligations under this Letter of Credit and shall not thereafter be obligated to make any further payments under this Letter of Credit in respect of such demand for payments to Beneficiary or any other person. If a non-conforming demand is made, Lender shall notity Beneficiary of its dishonor on or before the time mentioned in Section 5 below. Beneficiary shall have no recourse against Lender for any amount paid under this Letter of Credit after Lender honors any draft or other document which complies strictly with this Letter of Credit, and which on its face appears otherwise in order but which is signed, issued, or presented by any party or under the name of any party purporting to act for Beneficiary, purporting to claim ihrough Beneficiary, or posing as Beneficiary. By paying to Beneficiary an amount demanded in accordance with this Letter of Credit, Lender makes no representation as to the correctness of the amount demanded and Lender shall not be liable to Beneficiary or any other person for or in respect to any amount so paid or disbursed for any reason whatsoever, including, without limitation, any nonapplication or misapplication by Beneficiary of the proceeds of such payment. By presenting upon Lender or a confirming bank, Beneficiary certifes that Beneficiary has not and will not present upon the other, unless and until Beneficiary meets wRh dishonor. Beneficiary promises to return to Lender and confirm any funds received by Beneficiary in excess of the Letter of CrediYs maximum drawing amount. 2. USE RESTRICTIONS All drafts must be marked "DRAWN UNDER . FirstBaak_Of Wheat Ridqe, N.A_. --IRREVOCABLE LETTER OF CREDIT NO. - 9590265 DATED February 20, 1997 , and the amount of each draft shall be marked on the draft. Only Beneficiary or Beneficiar~ls Transferee (only if transferable) may complete a draft and accompanying statements or documents required by this Letter of Credit and make a draw under this Letter of Credit. This original Letter of Credit must accompany any draft drawn hereunder. Partial draws ❑ are permitted Lx] are not permitted under this Lener of Credit. Lender's honor of a partial draw shall correspondingly reduce the amount of credit available under this Letter of Credit. Following a partial draw, Lender shall return this original Letter of Credit to Beneficiary with the partial draw noted thereon; in the aRernative, and in its sole discretion, Lender may issue a substitute Letter of Credit to Beneficiary in the amount shown above less any partial draw(s). 3. PERMITTED TRANSFEREES L J This Letter of Credit may be transferred by Beneficiary upon providing Lender wdh prior written notice of the transfec The Transferee shall be deemed the new Beneficiary of this Letter of Credit and the documents of the Transferee, including drafts required under this Letter of Credit, are to be processed by Lender (or any intermediary) without the original Beneficiary's intervention and without any further responsibility on Lender's part to the original Beneficiary. [I] The right to draw under this Letter of Credit shall be nontransferable, except for. A. A transfer (in its entirety, but not in part) by direct operation of law to the original Beneficiary's administrator, executor, bankruptcy trustee, receiver, liquidator, successor, or other representatives at law; and B. The first immediate transfer (in its entirety, but not in part) by such legal representative to a third party after express approval of a governmental body (judicial, administrative, or executive). Mnsreoz (t) vormnuon Tecnnoioeies, i^c. (3/2/e4) (eoo) e37a79e a. TFANSFEREE'S REQUIRED DOCUMENTS When the presenter is a permitted Transferee under paragraph 3 above, the documents required for a draw shall include: A. All documents required elsewhere in this Letter of Credit, except that such documents may be in the name of and executed by either the original Beneficiary or the presenter permitted by paragraph 3; and a certified copy of the one or more B. When the presenter is a permiited Transferee under paragraph 3.A or a third party under 3.B, documents which show the presenter's authority to claim through or to acY with authority for the original Beneficiary. 5. TIMING OF DISHONOF Under no circumstances shall Lender be precluded from relying upon any reason for dishonor given in a communication whic Banki Three-Day Per od' ) Le)nder sha be entitledrtoeely up nsany such reason without egard to e thep(i) the tirriing resenter Beneficiary's prese nment (therece inside ts) from Lender concern nrg theed shonor deci~Saon itself('or any reason for d'shonor. Foe aDny s u h~ asofn soYgven l dur ng communication( the equ emenDts as the Unfem e Custolms and Pract c for pocumentary Creditst 1993 Revns on ICC Publ cation No OO,a sdm st r cently The Expiration Date shall r fiaary published by the Intern a tional Chamber of Commerce (hereinafter called the "UCP") may impose. not be entended to accommodate a presentment made with less than three (3) Banking Days to go be fore the Ex piration after Date the , and BeneExpiration Date shall not be entitled to submk a draw request or provide Lender with any documents in support of a draw hereof. Nor shall Lender ever be required to communicate a dishonor decision or its reasons wi[hin a time less than the Three-Day Period. "Banking Day' shall mean any day, except Saturday, on which commercial banks located in the state of Lender's address are either not authorized or are not required to close. 6. COMPLIANCE BURDEN Under no circumstances shall Lender be held responsible for any impossibility or other difficuky in achieving strict compliance with t e acknovA wording oftthls LetteBOfrCredit skamended withrinen. burd neo9 com1)plyntg stridly rthnsuch word'ng onstituting Beneficiary's initial and remains solely upon Beneficiary; and (ii) that Lender is relying upon the lack of such amendment as c continued approval of such wording. 7. NON-SEVERABILITY urisdidion, If any aspect of this Letter of Credit is ever declared unenforceable for any reason by any court or governmental body having j Lender's entire engagement under this Letter of Credit shall be deemed null and void ab inicio, and both Lender and Benefciary shall be restored to the position each would have occupied with all rights available as though this Letter of Credit had never occurred. This ears within the non-severability provision shall override all other provisions in this Letter of Credit, no matter where such provision app Letter's body. 8. CHOICE OF LAW/JURISDICTION I to this Letter of Credit. This The UCP shall in all respects be deemed a part hereof as fully as if incorporated herein and shal app y _ Colorado _ _ , Agreement shall be govemed by and construed in accordance wRh the laws of the State of United extent such laws are inconsistent with the UCP. Lender and Beneficiary consent to the jurisdiction and - _ in the event of any States venue of of any America, court except to selected by the ~ender in its discretion located in the State of _ Colorado legal proceeding under this Letter of Credit. g. EXPIRATION Lender hereby agrees with Beneficiary that drafts drawn under and in compliance with the terms of this Letter of CrediY will be du y honored if presented to the Lender on or before the Expiration Date. Dated: February 20, 1997 LENDER: FirstBank Of Wheat Ridg , N.A. ; ' _ / . President / ~ ENDORSEMENT OF DRAFTS DRAWN: Amount Amount In Words _In F~iure: Date NegotiatedBy_ _ . MAST602B'0 FOrtnAtionTechnologies,lna (3/2/84) (BOO) 93]-3]98 A ell n_... e.. a. " 90 A RESUBDIViSIaN LAKEMONT CENTER -STAGE 2 FINAL DEVELOPMENT PLAN OF PART OF LAKEMONT CENTER SUBDIVISION, EXCEPT TRACT AND A PORTION OF TRACT 8, NICHOLAS GARDENS SE I/4 OF SECTION 17 a THE NE 1/4 OF SECTION 20, T, 3S., R69W. WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO BEING A PART OF THE =4 CITY OF Cl., pabH a ColNaao l t ss ca.ntY a i The ferpgoing lnttr-t wa KkMS1Nged afw. N this'-_ day a A.0., 1999, by Aubert J. VNplliion, 0orw.1 Path- of ft-rsatimat etbmge and Lend aYMlc.te. a C.1Na0. La.iied Pr inw Mtp. vp Nit-. by hand and oaf l<I ai awn, My CDrlssam e.P,re. Sabo a" Pub i'c I T SLWVEYORa CERTIFICATE I, EDpr a. JNning., so hereby cNt11V that the .w vsy .4 the bbwnd.11 of LM:EArT CEMTdR-STA9E I ws Nd. WndN .y aupervtum aM that the acc,pa, q - 11 list stcw ately r",.-to old -Y, that that p ow-ty does na 11. watn in a i00-yer 11 tad pl.rh, N<N.tng to A" Nap N C I -01, 1w tM City of at Ridge, dater JuiY 72, 1917, and that I haw cbyl,N in all rlaapKta CblNaed I-A asU 8t.tulee, Chapter 51, arllcla 2, tW3, as aea,eed. The osa,s an. a ee•rlnos IN this -y as tM Eaulh IIM . 9E Ina .4 S tim 17, To-`hAP 3 ""t', It.." 69 wet of the b in , , _pP 597'2T'00^Y I. PN 1M -`0 Plat 04 LA011mT CENTER BIA01Vlfil DapIt-t b.r,Pq. 6t td Awwu,v c.l-.« at." n1pM.y r pr 6. J9nn, ng k q M, 11119 I APPROVAL.E ! `i ^ PuP EN41 fN•pMY D1 LDINgd. _ CIi Who* Idga, D,r.c ttr-oj__. I Pus I1G W4. ~ hp,ant aln fit.t4a Tea yhaab aM T.1 eps pr CI y t u asst Ai •0 ChaarsN of A ka .M .t 1~ • atv of knsat adpe DS ter of-~--~ , Cosariaty Develaseant PLANNINE CtPrlbtiON 5 CEAl IFICATE This is to Ntlfy thf wllhin pint has b- bppra'r.d py tM elsnnlnq C %olon 01. r t / IFf~~NQt/(~~~ttdpj~(\`G'olNWa. hAVOR & CERTIFICATE This is to cwtify that the City of Wheat RI p.,LolNdn by ~.«ltM of its tY Canc,l, tll1 M the wl fps. ay of _ _r sdpttt ant approve I.. that, Plot and acca►t the N.t.atla+b her sa . 1 a_ 416 F b! .1 ATYI Nye _ City Lives ant l I1SEt11 OITCN CCP*My q RMb6VAL 9V I a 1 Thl. 10 t. cw1~fY that the Dt ltn CoapMy a- r,sraln dam nut \ ptA\\\\\ `^1.N0/ atNago ragnla to 1M I•kb bnm.a an blyai 2:4 this plat M. .o•s Mt ,,-t to the r"-tl- D/ tM wiuN of wtN atNN ItM lass Of evl [weed by ce.truct tan a tM .IOaesed seer SVaae1.. bwd/tym i46 ~/b nat.t7.R~ ~'tl ti" titIA, CeNllaated oitcn Gwp.nr, { trap/~f/!1lSye t•!-~~.!-~ t4 tit)ujiit~ i11(JE jjft it, 1~r t /Yl aaE.r'aoOWN" b CER7 IF MATE B THEREOF, OF THE 6th PM RKr.altm•1 9t-.4 and Lana ayMic•te, • Col w.N Bolted pwtow"p, Ml n9 the wmw .4 the raAl N.P-tap [polar nt nq 24.2193 aver Wa w lees d.e<Ilbed es loilow:'I' t t .f LANMANI C,ENTHa EWDIVIaIM, eeeyt for lr act a lnN«4, rap hOr to a tM North rlphtwl-wV It- a Melt I-70 Fr- pad Rood Nm th (INWI, sew .b Mat 411th McWI .s dwcrlbed Www rKptlan Mabw BWI .4 eort ..pb9 ul341Ier.N Caw AY s rKOred, cet.i ni n9 t3. 1713 Kree MNO N lNS, Pr tacurlr d.scr need as foliwnl &EEINNINE at tM MNthMast cNMr of al KU I, LAY.E1tlJNT CENTER RIWIVIEIOIII In-. s 03'II-a 4b-'nqs so." m tM rKNd Ii at of LAKEMONT CENTER EWOIVIEIONI, a1Np the MNt 1t- a Geld al K. II a drat once of 1010.37 i«t to tM North right-f- V IIM a West 1-70 Frelap. abed fourth I#-Way aria N Mal 411th M.nw) N deedr l bed uMw Kyt- number 96006969 of Vaferae CowtY's r__do. tMM* g39. 09'3g'41, .lay Said North "Ont-wY-ItM, 6 d19t At a 71.3J /«t t0 t potnl a cwwl than<a 4.fer{V, tet,fi t,9 .l ply .Itl Month right.4_y 11M, ti •na • caw to the f.ulhed.t har,ng a redl.0 .f 317.93 irr4 and a catrel Mq I. of 4Y 1239', an rc dt Alt ancg of 7M.65 /at to a a* t Of c.yekwd .-V.I thane. NNtMsatN1Y, coit1-9 410g said Nwth right-4 -ay IIM, al •nE t A, V• ceceva to LM NN thwst Mnnq . redaua a 9.d.ho set and d patr•1 Mgle a 17`46"37^, M rc tlA.tance of 12.74 loot, lhgnt• 4:7.211'4D4. cetiMlrp ale, .aid N in rl pht-ol-w.r 11M, • dt st.nca a N.30 1Nt1 these N'2/'21"E, Mlinul nq etas said North rlq.t-a -wr IIM, . da se aN. M 0.M /Nt to 00 Poi nl of Curvet ih- leathooetwiv, cell nulry a1.^g to ffw'lA r, pnlro/-wy 11M, along < cwv* coK.w to tM MN tMe.i haul Pg At red"A a North r fat and a antral Mpla of 69.49'07', .n M< dt etaMe a 74.17 1Nt t9 a Pot., of et anund wv.l theca 8wtneaatarl Y, tetirw,nq stag said NN t. rIgnl-a-wr I-, along . caw caw to tee Ewths.at hart rap I rad,w a x7.03 tat aM a M[r al soils of 2243'02', an rc dtetah<e a 1.3.37 fat to a Point of cdyouna cwwi theca MNthNKwly, cellnNlnq .1-9 -to MNrth r,yatbl-w.y IIM, ll ono m caw coa,[.v. to lM North h.vinq a redlua a 27.00 fPK a,a a trot n➢la Df 81'40"33', an arc dt.ta,c..4 3x.99 /«t to a P. a t.npeny thonc. "1 -22 34.9, cetlrw, hg slay said M>tn rtpnt-a wy I"t t dt stance a 7.39 Iwt tm a pon nt of tanganti thNC. NNthorlYr .-t.-4 nq alNy ld MNtn rtgnl-ml-wY lens, slay . cave are to tM Meet n.vlnp • redtu. 270,W f a< Ms a cMtrsl rapt. 04 !13409•, M r. da ft.Me a nag,M feat to t M test IIM of "'a bi Kk II than[. NO'0a 03w, .long the Gsl IIM a sal. al DCk 1, a pt stance of 776.32 lea to iM MrtMNt f Nt. 91 Kt II tWN 25'40•At along in Nw,h IIM a sold al Kb I, . dt.taM. to -1 a 111.79 test the Po1.7 DF KelwNMbi 7014TH IR Mt INa That part a LANEftONi CE/14ER 79 spotat i to tYI lying Bmuth 0f lM th right-wy-IIM a ha Meet 1-70 -A6 ly known a.BaMeet 79th AvNaal _P edKribed rst.pttannuyar Ifmwsr =t ag. Metl Narln 3009h9 of leflwsm Cwnly 'a rKNda, and tt Pert o1 Treat a, MICHOLA9 t lying Is bi soof [ 111th M h A A rt ght-awy of NNt I-70 FrMtp. Road MNth ragtl[Na anima as n , v__eeee daacrn0ed vMN 1--Ptn-bar 38072013 1 a Jefferson County . N, ahtbinl ng 13.1763 aprN more N 1ee., ..r• Prticul riv «urabed as follow, fEBtNNIM9 .t the NNtheedl <Niter o/ al Kk t, L" aioT CENT[R a1D01V 11110111 that,.. a0`05'lt-a (bode her !seed an the Kwa Plat o/ LAkENOVT CENTER WBDIV1810M1, along lh. Msbt I.M rod N.t II.. seteded ll uth.rly, a said a1Kb I A di.t_ a 119.[1 feet to the TNAA POINT d 8[01MN INa, Mtcn point is a tM Bath r19ht-a-wy lIM a Meet 1-70 Frmlap. M.d NN th IfNNriY know foal 40th AvNtua as oir abed ndsr rdamption number 88072013 of iaferban Cbwty'b rKNsa, thaK. 07909 A °N, IMg said gouts rlpnt'o.-sar IIM, a dINMC. 04 WN iNt to s caw, 1h.M1 ar,thw.storly, alto saitl lka th rtgAt-of-a.V It", al rap a curve cecere to taw NNtMat Mvl rig a radlw a 367.03 loot aM a beAieal Npl• a 13'2027', an arc distant. of 99.27 pert to tM Muth 11M a Tract a, HICMOLA41 BMOi,.tbl theca NM'21'16'a, along the aauth 11M a sat1 T,rott 1, a el stprtcoin.t of a I14.90 4Nt to the Nee, IIM a block 2, LAKKNWT CENTER gMBEIVla101, lhoh w W 0511^E, along tM Meet ItM of said blocs 2, a inlet MC. of 416,13 feet, tha,,0 80`09 13'%.:-t-- lng clap tM Meet It" a "So 81Kh 2, . diot-. If 643.31 INt to M,.thNbt cernw a said e1Kh 2, theta M64' 1757'[, .10n0 the M,.th It.. Alf aid BIK* 2, At autr,ca .f a19.70 tea to the schthsast cwnN a .and 01KY 21 th-AA Nets 40"W, slaw the East IIM of said al Kh 2, dlstanc. of 538.47 1Nti in-. N12,59r WE, cell Miry slay in. East Ian. a ld ►IKk 2, At dl at et. a 105.18 feet t. tM amuih rtgnt-of-Nar IIM a Meet 1-70 Frelage.-a meet. 11 wWly i'_ ee Wb, 99th MMW) N d.ecrlbed N,dN rKap<im ntambw 86""69 04 VN/r, c-ty's rKNd.l thaMa N.eteriy, .lay Mi0 South right-A34vay IIM, &1 Nap a <Ww conc- to the 9r.40A MVing A redtus 04 307,03 feat and a cetr.1 aryl. a 108'0417'. Ph rc dt.tanc. a 563.10 fat to a- point a tangent, thaws 839009]11.41, ta,tinutnn •1mM saltl abuts lightof'wr IIM, At .1 atAMS a IN. T7 feet to taw;R3 ►OIMT O a" 8011M111 wt.,na rap 11.0432 Krae W. r lee.l her 1. to but, euadividad, alp plotted said IaM as aw tM wally herain .-to,." wow tee names and style a dM.EMONT CENTER-9TAgg 2r a dwoiNmet a At art of lM Cl tap a Mhsat RI.p., LalNmdo, .M by tea pw 1.. doom .ed1ce[. to the CItI a w.t Rid" oho tM public the street., reds, Vtatavs. apt Orly.. a Pal- a the Ktaprrying plot iw the PJiic ua thw Pao she Post, /Wthw .edlCSto to the "lic tM awgeMr vain 11. Kta.a -.to M shown one Bas fwthw dedl-t far the saw a ens Cilr N wbwt At," "a all asmnl"" v Noted sMYw mun,c,Pally fr M[hl a.d ptltiLnM and Wylie. in- partlmv, a Nt. r-1 Kagwty ohlth N. so Ncignala Rs Ns.aa,tb oho'Iyets-a-Ney fee tM 1mNrKtIM, lMLS11 Kle, gNattw, NinterKar lop 11. AM rylaceberM iK ail Wvl ceer Intl Nlnp N, thant 11.11 i hg the gew111ty Pf the twmptng. t•la►MM rag NKtrit 11nee, work, PAIN, MI ond-91--d cal N, sag Pl P.llnas, -Itary I Ilnw, itreot I igMa, cuivN4, nyNMta, wslnpe di to'- rap veal At rap All fl._tern<ee [neralo, at O'nq apr.eslV unaeratat. sod prsed W tM uMwtiywe tnN all p.pM«s and cost. inwlved in mat,_t,hg AM ihel.lling -1 Wy sewer sY.t- wedas -4 1, hee, Va. aw Y11. I,-, al Ktra<al Wyi<. wink{ ant 1, hee, .t Na ew.w. rd Na1M, atrsn 1lpntan9, 0redtp end IMdac ytn4, cw.a, gutter., atr Nt P&,_" lOa.I k., arw at her such utllltA" one _yI.bb th.il ba gar Mt- and paid IN or the h d,tdbr w rray.ee„ts aaN b, IM .uboi vadw lhera4Na -A.. r. ear ovM by the O,tr .4 aHSt Ridge, .M suer shall et as polo by the city of MYwet Ridge, Colwodo, shs that any 'tent be t..truncted N "at.11« see at<at ad ov tn. City a Meet old". C.Iwsed. shall b-- the ..1. Proper tl' . ale C1 ty ea eyt ,ter eased by rNicto.1ty fN rCh, bed Iltlat,as -a,a the Msuntsin atatas Tat spNwn. aw TN ay Alpo CoPony, sh,cn ,tea, -en -str-ad w 4nst.1 led, shalt roots the p opwty a the soar ee Mall not bKOa the Na►wty a the City, AKrbat i++m11, IltNpb and LAn. 6yM11.te, a III Calw.ae Limit t NI. Robert 3. Verslllion, 11enM.1 Pr finer LLCRk Aad) R[COROER'fi CEATiFICATE V A; St.,* of Cot Nadu County 04 Jet#- 1 1 neredy taly that hta IN Ors fil ed I n q 0441.. at p'tl Kk ~.M i989, oho I. duly rpcrdN 1. Plan Fitb t~nthAd.y of F N9 r u ~ 9G T1' y f . . . _ , Q ~Yf lI MacNM aap-tap a ~r 0 0 1 i 1 dl MAIM." 49110M epat KEY MAP fok tuu J