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4900 Kipling Street
P.Neeefar ld.nl CamNwabv eM1e ply WYlyn[R4e RannN{OHWon y]%/ APPROVED -� In: I 22021 plies with C-1 ace. g requirements. ll he painted to ch building. HORTICULTURAL FACILITY 4900 Kipling Street, Wheat Ridge, Colorado 80033 CONSTRUCTION REVISION #3 - 04.19.2021 �� W licat ��C�gC - \ONNIINIK pIVpO.NIM APPROVED kirkmoney 04/30/2021 �9i•^^�Y q. ��...r..ur q •w•�1^�.N.9 ARCHITECT ` ROGUE ARCHITECTURE CHALLENGING THE STATUS QUO 1660 Wadsworth Blvd., Suite 100 Denver, CO 80264 720.599.3330 Contact: Mr. Juan G. Luna, AIA Jlunagroguearchitecture.com OWNER Natural Grocers by Vitamin Cottage 4403 Table Mountain Drive Golden, CO 80403 303.986.4600 x 81325 Contact: Mr. Kevin Stees Kstees@naturalgrocers.com MEP ENGINEER JCAA Consulting Engineers 4100 Wadsworth Boulevard, Suite 200 Wheat Ridge, CO 80033 303.985.3260 Contact: Mr. Patrick Leonard, P.E. Pleonard@jcaace.com STRUCTURAL ENGINEER Portis Structural Design 1001 Bannock Street, Suite 441 Denver, CO 80204 720.501.4900 Contact: Mr. Jon Eldridge, P.E. j on@portisdesign.com A E -I O Ha•I O �UaOCq �a- cco O W v 00 00 o NO V V X �tb zo x A ABBBREVIATIONS k AND D.A. DOUBLE ACTING G.L.B. GUU-IAM BEAM L ANGLE DBL. DOUBLE GND. GROUND Q AT pFPr. DEPARTMENT GR GRApF i CENTERLINE DET. DETAIL G.5. GALVANIZED STEEL I CHANNEL D.F. DRINKING FOUNTAIN GJ5.R GROSS SQUARE FOOTAGE 0 DIAMETER OR ROUND DIA. DIAMETER GW, GW51.M M POUND OR NUMBER DIM. DIMENSION GW. END, GW5UM BOARD t PLATE DIP DUCTILE IRON PIPE H.B. H05E B15D PNL PANEL DN. DOWN H.L. HANDICAPPED A. AMP, AMPERE BE. BOOR MD. HEAD A.B. ANCHOR BOLT D5. DOWNSPOUT HDBD. HARDBOARD ABV. ABOVE DWG. DRAWING HDWD. HARDWOOD A/C AIR CONDITIONING MG EXISTING HDWRATAW. HARDWARE A.O.T. ACOU5TIGAL CEILING TILE E. FAST "M HEADER ACOUST. ACOUSTICAL EA. EACH H.M. HOLLOW METAL ADA AMERICANS WITH D15ABILITIE5 ACT E.B. EXPANSION BOLT HONZ. HORIZONTAL APAAG ADA AL0F5515IB1YGUIDFLINF5 F.F. EXHAUST FAN H.P. HIGH POINT AND HORSEPOWER ADJ. ADJUSTABLE ELFS. EXT. INSULATION FINISH SYSTEM H.R. HANDRAIL A.F.F. ABOVE FINISH FLOOR E.J. EXPANSION JOINT HR HOUR A.F.G. ABOVE FIN15H GRADE EL OR ELEV. ELEVATION HT. HEIGHT AN AGENCY HAVING JUR15DIC11ON EIEC. ELECTRIC HTR. HEATER AWM.I AL, ALUMINUM ELECT. ELECTRICAL H. R5. HARDEN k SEAL ALT. ALTERNATE ELVR ELEVATOR HVAC HUNTING VENTIATING AND AIRCONDITI( AN51 AMEPJCAN NA110NAL5TAIVAk05 IN5T000 F.0.5. EDGE OF 5LA6 HYD. HYDRANT APUD, APPLIED E.P. ELECTRICAL PANE -BOARD HW HOT WATER APPROX. APPROXIMATE EQ. EQUAL "WR HOT WATER RECLAIM ARCH. ARCMITECtORAL EQR OR EQUIP. EQUIPMENT HWd HOT WATER VENT A5Pn. ASPHALT FST F5TIMATF INCAN. INCAMPF5CFNT AUTO, AUTOMATIC E.W. EACH WAY I.D. IN51DE DIAMETER DIM. B k B BOARD R BATTEN E.W.C. ELECTRIC WATER COOLER IE. INVERT ELEVATION B.F.S. BELOW 5nFp BIND EXH. EXHAUST I.F.O. PACE Or BH. BULKHEAD EXIST. EXISTING I.G. 150-A ISOUTED GROUND BITUM. BITUMINOUS UP. UPAN51ON IN. INCH BIDS. BUILDING EXT. EXTENOR INSUL INSULATION SLK. BLOCK F.A. FIRE ALARM INT. INTERIOR k INTERCOM 51-1 BLOCKING F.B.O. FURNISHED BY OWNER INV. INVERT BLVD. BOULEVARD F.B.T. FURNISHED BY TENANT JAN. JANITOR SM. BEAM F.D. FLOOR DRAIN JM. JAMB B.O.C. DA5F OF CURB F.D.O. FIRE IFFPARTMENT CONNECTION J5T. J015T B.O.F. BOTTOM OF FRAMING FDX. FOUNDATION JT. JOINT BOT. BOTTOM F.E. FIRE MNGU15HER KIT. KITCHEN BRC. BOARD FzC FIRE WINGU15HFK CABINET K.O. KNOCKOUT END, BEARING F.F. FACTORY FIN15H K5 KNEE SPACE 5.5. BUILDING SECTION F.F.E. FINISH FLOOR ELEVATION IAB, LABORATORY 85. BOTH SIDES F.F.L. FINISH FLOOR LINE LAM . LAMINATE(D) 55MT. BASEMENT FG FIN15MVP GRACE LAV. LAVATORY STAN, BETWEEN F.H. FIRE HYDRANT LBS. POUNDS B.U. BUILT-UP F.H.C. FIRE M05E CABINET L.F. LINEAR FEET SIMMONS. BULKHEAD FIN. FIN15H (ED) L.L.H. LONG LEG HORIZONTAL FD CAULK F.I.O. FURNISHED k INSTALLED BY OWNER L.L.V. LONG LEG VERTICAL C. CONDUIT OR CELSIUS ELT. FURNISHED E INSTALLED BY TENANT L.P. LOW POINT or LIGHT POLE CAB. CABINET FL FLOW ONE LT. UGHT C.B. LATCH BA51N FLG. PINSHING L.W.C. LIGHT WEIGHT CONCRETE G.O. CENTER TO CENTER FUR. FLOOR(ING) LVL. LEVEL CEM. CEMENT FL511G. FLASHING MA5. MASONRY CER CERAMIC FLUOR. FLUORESCENT MATL MATERIAL (5) CFM, CUBIC FEET PER MI NUTS F.O. FACE OF MAX. MAXIMUM CFL COUNTER FII5HING F.O.C. FACE OF CURA'CONCRETF MECH. MECHANICAL C.H. CONDUCTOR HEAD F.O.F. FACE OF FIN15H MEMB. MEMBRANE CHT. CEILING nFIGHT EO.I.C. fiMN15nro BY0VMfR II15TA11E06Y fAMRACIOR MI MEZZANINE OI CAST IRON F.O.M. FACE OF MASONRY RIFE. MANUFACTURER O.LP. CAST IN PLACE PO.5. FACE OF STUDS M.H. MANHOLE O.J. CONTROL JOINT FRP. FIBER REINFORCED PANEL MIN. MINIMUM G.L. CFNTFR LINE FRTW. PIKF-KFTARDANT TREATED WOOD MIR. MIRROR CLG. CEILING L5.E. FOOD SERVICE EQUIPMENT M15C, MISCELLANEOUS OLDS. CLOSET E5., E FIRE SERVICE M.O. MASONRY OPENING CLP. CLEAR FT. FOOT OR PUT M.R. MOISTURE KF515TANT CLSRM, CIN55ROOM FTG. FOOTING MTD, MOUNTED CMU. CONCRETE MASONRY UNIT PURR. FURRING MTG. MEETING CMR. COUNTER FLIT. FUTURE MOL. METAL C.O. GLEAN -OUT F.V. FIELD VERIFY MIL. MULLION COL. COLUMN G. GROUND E NATURAL GAS MWK. MILLWORK CONC, CONCRETE GA, GAUGE ND NEW CONN. CONNECTION GAL. GALLON N. NORTH AND NEUTRAL CONST. CONSTFIRTON GALV. GALVANIZED NE, NORTHEAST CANT. CONTINUOUS G.B. GRAB BAR N.I.C. NOT IN CONTRACT CORR. CORRIDOR G.O. GENERAL CONTRACTOR NO. ORM NUMBER CPT. CARPET G.C.O. GREASE CLEAN DUE NOM. NOMINAL G.T. CERAMICTRf G.F.I. GROUND FAULT CIRCUIT INTERRUPTER N.T5. NOT TO SCALE CTR. CENTER G.I. GALVANIZED IRON (51 NW. NORTHWEST O.L.O. OUTSIDE CORNER OF O.D. OUTSIDE DIAMETER (DIM) O.F. OVERFLOW OFF. OFFICE O.F.O. OUTSIDE FACE OF O/H OVERHEAD O.H. OR CFP, HAND OPPOSITE HAND OPG. OPENING OFF. OPPOSITE 0.5.A. OUTSIDE AIR 0.5.B. ORIENTED STRAND BOARD O.T.B. OUT TO BID P. POLE (P), P. PTD PAINTED P.C. PRECAST CONCRETE PERF. PERFORATED P.F. PREFlNII PH. PHASE AND PHARMACY P.LP. POURED IN PLACE (PLL. POLE MOUNT PIT. PROPERTY LINE PL PIATE P.LAM. PLASTIC LAMINATE PLUMB, PLUMBING PLYWD. PLYWOOD PNL PANEL PR. PAIR PRE5ERV. FRE5EKVAFVf PROP, PROPOSED P5JT POUNDS PER SQUARE FOOT ?5J' POUND5 PER 5QUARE INCH PT. POINT P.T. PRESSURE TREATED FTMI PARTICLE BOARD PT.D. PAPER TOWEL DISPENSER PTUR PRESSURE TREATED FIRE RESISTIVE PTN. PARTITION PVC. POLWINtt CHLORIDE FVMT, PAVEMENT Q.T. QUARRYTILE OR REMOVE R. FT R15ER RA. RETURN AIR RAD RADIUS R.B. RUBBER BASE R.D. ROOF DRAIN RD. ROAD R ROUND RE: REFERENCE, REFER TO REF. REFRIGERATOR RET, REFLECTED REFIT. REFRIGERATION REINF. REINFORCING NET, RELOCATED REED. REQUIRED RESIL RESILIENT KPI. ROOF HATCH RM. ROOM R.O. ROUGH OPENING R.O.W. RIGHT OF WAY R.P.C. REFRIGERATION PROBE CASH U, RUBBERTILE RTU ROOF -TOP UNIT R.W.L. RAIN WATER LFAVFK (5) SEALANT S. SOUTH AND SLOPE S.A. SUPPLY AIR 5AN. 5ANITARY S.C. 50LID CORE S.C.B. SEAT COVER DISPENSER 501ED. 5CHEDULB 51). SMOKE DETECTOR 50AF WE. D151SENI AND 5TORM BRAIN 5m. 5FAU.NT 5E. 5OUTHEAST 5ECT. 5ECTION S.F. SQUARE FOOTAITIF STINK. 5HOWFR 5HT. 5HEET 5111 SHEETING GRAPHIC SYMBOLS MATERIALS LEGEND FLOOR PLAN 3 TRUE NORTHD ROW 1 TRUE NORTH DIRECTION A1.1 SCALE: 1/3" = 1'-0" P i PLAN NORTH DIRECTION 0 2' 4' I� 8' 16' GRAPHIC SCALE J DRAWING TITLE FLOOR LINE ELEVATION DATUM EL. 100'-0" l /--- GRED BUBBLE EMPLOYEE ROOM TOLE TAG LOUNGE ROOM NAME ®� ROOM NUMBER 536 S.F SQUARE FOOTAGE (OPTIONAL) 6 DCC OCCUPANT LOAD (OPTIONAL) $ BUILDING SECTION A4.1 A4.3 WALL SECTION DETAIL SECTION A5.2 TYP. 5 o.H PLAN DETAIL TAG 1 �PLAN DETAIL, CEA REFERENCE AREA 4 EXTERIOR ELEVATION TAG A3.1 A C 400 B INTERIOR ELEVATION TAG D 10 SLOPE 3:12 PT -I VCT -2 SPOT ELEVATION TAG DOORTAG WINDOW TYPE TAG WALL TYPE TAG XE: Extenor Exrsfing IF: filwnor Exisfing XW: Extenor New IW: Intenor New EQUIPMENT TAG FINISH NOTE KEYED NOTE CEILING TAG REVISION TAG ROOF SLOPE TAG TRANSITION TAG ®COMPACTED FILL CULTURED STONE ORSOD COMPACTED BACKFILL DRAINAGE FILL CONTRACTORS NATIONAL ASSOC. 5.N.D. 5ANITARY NAPKIN DISPENSER 5.N.K. 5ANITARY NAPKIN RECEPTACLE 5P. SPACES 5PFC5. 5PECIFICATION5 50. 5QUARE 5.5. 51 51 / 5ANITARY SEWER 55MH SANITARY SEWER MANHOLE 5T. STREET 5TA. STATION STD. STANDARD SOL STEEL 57M. 5TORM OR 5TORM LINE 5TOR STORAGE 5TRUCL STRUCTURAL ELI 5U5PENpED 5.V. SHEET VINYL 5W, 5OUTHWEST SYM. SYMMETRICAL T. TRANSFORMER T., TR TREAD TAB. TOP BOTTOM T.B. TOWEL BAR T.G. TOP OF CURB T.D. TOP OF DRAIN TELE. TELEPHONE T k G TONGUE t GROOVE THF. THICKNE55 THRE5. THRESHOLD T.J. TOOLJOINT T.L. TRUE LENGTH T.O. TOP OF T.O.B. TOP OF BEAM T.O.C. TOP OF CUREWONCKETE T.O.D. TOP OF DECK T.O.F. TOP OF FOOTING T.O.J. TOP OF JOIST T.O.M. TOP OF MASONRY T.O.P. TOP OF PAWMENTPARAPFT T.O.S. TOP OF SAAB TOM, TOP OF WALL TOM, TOPOGRAPHY T.P.D. TOILET PAPER DISPENSER T.S. TUBE STEEL k TEMPERATURE SENSOR TT.B. TELEPHONE TERMINAL BOARD TV. TEMV15ION M. TWICAL UE UNDERGROUND ELECTRIC U.N.O. UNLE55 NOTED OTHERWISE UTIL. LCLTY V. VOLTS AND VENT VAR, VARIES V.C.T. VINYL COMPOSITION TILE VENT. VENTILATION VERT. VERTICAL VE5T. VESTIBULE V.I.F. VERIFY IN FIELD V.P. VENT PIPE VR VFW RISER V.T. VINttTIAE VTR. VENT THRU ROOF V.W.O. VINYL WALL COVERING W. WEST, WATTS AND WATER NO WITH INC. WALLCOVENNG W.C. WATER CL05U WD, WOOD W.GL WIRE GLASS W.H. WATER HEATER WAS WEPHOUT WE. WATERPROOF W.P. WORK POINT WRH. WEEP HONE W.R. WATER U515TAW W5LT. WAINSCOT WT. WEIGHT W.V. WATER VALVE W W.F. WELDED WINE FABRIC GRAPHIC SYMBOLS MATERIALS LEGEND FLOOR PLAN 3 TRUE NORTHD ROW 1 TRUE NORTH DIRECTION A1.1 SCALE: 1/3" = 1'-0" P i PLAN NORTH DIRECTION 0 2' 4' I� 8' 16' GRAPHIC SCALE J DRAWING TITLE FLOOR LINE ELEVATION DATUM EL. 100'-0" l /--- GRED BUBBLE EMPLOYEE ROOM TOLE TAG LOUNGE ROOM NAME ®� ROOM NUMBER 536 S.F SQUARE FOOTAGE (OPTIONAL) 6 DCC OCCUPANT LOAD (OPTIONAL) $ BUILDING SECTION A4.1 A4.3 WALL SECTION DETAIL SECTION A5.2 TYP. 5 o.H PLAN DETAIL TAG 1 �PLAN DETAIL, CEA REFERENCE AREA 4 EXTERIOR ELEVATION TAG A3.1 A C 400 B INTERIOR ELEVATION TAG D 10 SLOPE 3:12 PT -I VCT -2 SPOT ELEVATION TAG DOORTAG WINDOW TYPE TAG WALL TYPE TAG XE: Extenor Exrsfing IF: filwnor Exisfing XW: Extenor New IW: Intenor New EQUIPMENT TAG FINISH NOTE KEYED NOTE CEILING TAG REVISION TAG ROOF SLOPE TAG TRANSITION TAG ®COMPACTED FILL CULTURED STONE ORSOD COMPACTED BACKFILL DRAINAGE FILL ® TILE D CONCRETE WOOD STUD PARTITION Z ? 2 " a ® BRICK ® STEEL STUD PARTITION PLASTER OR STUCCO ® CONCRETE MASONRY UNIT -ELEVATION GYPSUM WALL BOARD ®BATTLOOSE FILL INSULATION ® STONE -ELEVATION #1 GLASS CONCRETE MASONRYEPS INSULATION IIIT-SECTION M /KIPS ® STEEL FINISH WOOD IIF,11-111111 FM 1 DROOFING PROTECTIONI COVERBOARD WOODBLOCKING Fzzq CEMENT BOARD SCOPE OF WORK THE PROJECT IS ISOLATED TO THE PLACEMENT OF (1) ONE STANDALONE PREFABRICATED HORTICULTURAL FACU.ITY FOR THE EXISTING NATURAL GROCERS FACILITY. HORTICULTURAL FACILITY SHALL BE UTILIZED TO GROW FOOD TO BE SOLD IN STORE, THE HORTICULTURAL FACILITY WILL BE PLACED BEHIND THE EXISTING NATURAL GROCERS BUILDING AND SHALL BE CLADDED WITH MANUFACTURER FIBER CEMENT SIDING FOR SCREENING. THE PROJECT SHALL HAVE THE FOLLOWING ELEMENTS: 1. ELECTRICAL SERVICE TO THE NEW HORTICULTURAL FACILITY&SNOW MELT SYSTEM 2. WATER CONNECTION TO THE NEW HORTICULTURAL FACILITY 1 FOUNDATION SYSTEM FOR THE NEW HORTICULTURAL FACILITY NEW FACILITY SHALL NOT AFFECT EXISTING PARKING STALL COUNTS. GENERAL NOTES 1. ALL EXISTING INFORMATION MAY NOT BE INDICATED ON THE DRAWINGS. LOCATIONS ARE FROM FIELD NOTES AND/OR EXISTING DOCUMENTS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PERTAINING TO THIS WORK PRIOR TO BID. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR ENGINEER OF ANY DISCREPANCIES IMMEDIATELY BEFORE PROCEEDING WITH THE CONSTRUCTION. 2. MAINTAIN THE CONSTRUCTION SITE AND THE BUILDING FREE OF DEBRIS THAT WOULD BE HAZARDOUS AND DISRUPTIVE TO THE CURRENT CONSTRUCTION ACTIVITIES. 3. PROTECT AND COVER EXISTING CONDITIONS FROM CURRENT CONSTRUCTION ACTIVITIES. 4. COORDINATE ALL ITEMS PROVIDED AND/OR INSTALLED BY THE OWNER DURING CONSTRUCTION. S. COORDINATE WITH ALL TRADES TO ACCOMMODATE INSTALLATION OFEQUIPMENT AND DEVICES. 6. PATCH AND/OR REPLACE ANY MATERIALS,SURFACES, FINISHES, ETC. DAMAGED DUE TO CONSTRUCTION. 7. MAINTAIN BUILDING SECURE AND FULLY WEATHER TIGHT DURING ALL PHASES OF CONSTRUCTION. DRAWING INDEX ISSUE SHEET No. SHEET DESCRIPTION Z ? 2 " a 6gj 2 � a 5 a c O E H a O oq GENERAL • • • • GLO ARCHITECTURAL TITLE SHEET • 0.016, GI PROJECT INFORMATION tJIJ 401 191CUB ARCHITECTURAL SITE PLAN E a O Flo H E O 111 • • • • ALO CODE ANALYSIS, EGRESS DIAGRAM, FLOOR & REFLECTED CEILING PLAN • DATE: • A2.0 ROOF PLAN & EXTERIOR ELEVATIONS FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 05.04.2020 CONSTRUCTION REVISION#2 04.19.2021 CONSTRUCTION REVISION#3 STRUCTURAL SIO STRUCTURAL DRAWING 09 W 1660 �M Lincoln St Suite 100 PLUMBING Wheat Ridge CO 80264 • • PDT PLUMBING COVER SHEET OGU� • IV • POZ PLUMBING SPECIFICATIONS CHALLENGING THE STATUS QUO • • PLA PLUMBING FLOOR PLAN ELECTRICAL • • EDA ELECTRICAL COVER SHEET' • • EIN 1 ELECTRICAL PLAN • • ISM ONE LINE DIAGRAM AND PANEL SCHEDULES DATE: DRAWN: CHECKED: 04.19.2021 SCL ROGUE ROGUE PROJECT NO.: 2020.04 PROJECT INFORMATION 'MV In r O E H a O oq O ��,l111 P"9 � V1 w tJIJ n E a O Flo H E O 111 x y DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 05.04.2020 CONSTRUCTION REVISION#2 04.19.2021 CONSTRUCTION REVISION#3 09 W 1660 �M Lincoln St Suite 100 (~ v Wheat Ridge CO 80264 720.599.3330-P 803.987.2304-X �1 t� OGU� IV CHALLENGING THE STATUS QUO DATE: DRAWN: CHECKED: 04.19.2021 SCL ROGUE ROGUE PROJECT NO.: 2020.04 PROJECT INFORMATION I 49TH AVENUE iuu EXISTING ELEC. TRANSFORMRR LOCATION (N). G" DIA. PROTECTION . BOLIAP.D5 , (E) DETENTION POND I 1 1 I 1 1 I 1 1 I 1 1 I 1 1 N ARCHITECTURAL SITE PLAN (FOR REFERENCE ONLY) - ZONING: C-1 I SCALE: 1/16" = F-0" r I IP 9 4' 3' 16' 32' L CrJ REQUIRED FOR (N) WORK, III SEE 4 PLUMBING EXISTING - - n EX15TING h05E BIBS LOADING ` CONCRETE PAVING DwvE 1 Op - . III EXI5TING ELEC. CABINET . III LOCATION AREA .`-EXISTING [� m aIXI5TIN6 1 I EXISTING 6" DIA. TRASH LIA I II PROTECTION BORDS EN=LOSURE, A5PIALT aPiz DR VE,-\ EXISTING 6' DIA. PROTECTION BOLLARD5 PROPOSED SI x40'4) I DATE: HORTICULTURAL 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 05.04.2020 CONSTRUCTION REVISION#2 04.19.2021 CONSTRUCTION REVISION#3 FACILITY - 09 W LOCATION 1 — �1Lincoln _ - St Suite 100 v (�ROQUE 4'-Z' 1 - +19'-0" V.LF. CHALLENGING THE STATUS QUO EXISTING GA5 METER — _ EXISTING ocATON I �.� NATURAL GROCERS ExISnNG G°DIA. 1 PROTECTION BOU-ARD5 _ BUILDING 1 �\-EXIBTING PARKING - d 49TH AVENUE iuu EXISTING ELEC. TRANSFORMRR LOCATION (N). G" DIA. PROTECTION . BOLIAP.D5 , (E) DETENTION POND I 1 1 I 1 1 I 1 1 I 1 1 I 1 1 N ARCHITECTURAL SITE PLAN (FOR REFERENCE ONLY) - ZONING: C-1 I SCALE: 1/16" = F-0" r I IP 9 4' 3' 16' 32' REMOVE (E) CONCRETE A5 CrJ REQUIRED FOR (N) WORK, III SEE 4 PLUMBING EXISTING - - n PR DOGS, S, PROVIDE CONCRETE 04 CONCRETE PAVING DwvE . III II . III EXI5TING ELEC. CABINET . III LOCATION [� m aIXI5TIN6 I EXISTING 6" DIA. TRASH LIA I II PROTECTION BORDS EN=LOSURE, 49TH AVENUE iuu EXISTING ELEC. TRANSFORMRR LOCATION (N). G" DIA. PROTECTION . BOLIAP.D5 , (E) DETENTION POND I 1 1 I 1 1 I 1 1 I 1 1 I 1 1 N ARCHITECTURAL SITE PLAN (FOR REFERENCE ONLY) - ZONING: C-1 I SCALE: 1/16" = F-0" r I IP 9 4' 3' 16' 32' DATE: 04.19.2021 DRAWN: SCL CHECKED: ROGUE ROGUE PROJECT NO.: 2020.04 ARCHITECTURAL SITE PLAN SHEET: V ✓ • 0 © 2021 Rogue Architecture, Inc. CrJ T^ 04 �,/1 O 0 [� m aPiz DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 05.04.2020 CONSTRUCTION REVISION#2 04.19.2021 CONSTRUCTION REVISION#3 09 W 1660 �1Lincoln St Suite 100 v (�ROQUE Wheat Ridge CO 80264 720.599.3330-P 803.987.2304-X �1 CHALLENGING THE STATUS QUO DATE: 04.19.2021 DRAWN: SCL CHECKED: ROGUE ROGUE PROJECT NO.: 2020.04 ARCHITECTURAL SITE PLAN SHEET: V ✓ • 0 © 2021 Rogue Architecture, Inc. CODE ANALYSIS Project Name: Horticultural Facility Location: 4900 Kipling St., Wheat Ridge CO 80033 Owner: Natural Grocers by Vitamin Cottage Architect: Rogue Architecture Applicable Codes: 2018 International Building Code (IBC) Exterior 2018 International Plumbing Code (IPC) Interior 2018 International Mechanical Code (IMC) Floor Construction 2018 International Fuel and Gas Code (IFGC) Roof Construction 2018 International Energy Conservation Code (IECC) 2018 International Fire Code (IFC) I 2017 National Electrical Code (NEC) A Chapter 3 - Use and Occupancy Classification (HBC) Section 302- Classillcadon 312.1 U - Utility Group U Section 304 - Business Group U Horticultural Facility Chapter 5 - General Building Heights and Areas (IBC) Proposed Construction Type V -B Refer to Chapter 6 Proposed Building Area: Horticultural Facility (Group U) 298 NFS A3 3 Proposed Building Height: 8'-6" -1 story Table 503 - Allowable Building Heights and Areas Group U Construction Type V -B Tabular Area 5,500 SF Tabular Height 40'-0" / 1 Story Chapter 6 - Types of Construction (IBC) Section 602 - Construction Classification 602.3 - Type V -B Table 601 - Fire -Resistance Rating Requirements for Building Elements (Hours) Building Elements Construction Type V -B Primary Structural Frame Ohm Bearing Walls I 11 II II 11 II 11 11 11 11 Exterior Ohm Interior Ohm Non-bearing Walls and Partitions CONSTRUCTION REVISION#3 Exterior 0 his Interior Ohm Floor Construction Ohm Roof Construction Ohm 298 G5F I I OCC I Cl - MP 170 OCC Chapter 10 - Means of Egress (IBC) / \ Section 1004 - Occupant Load Table 1004.1.2 - Maximum floor area allowances per occupant Occupant Load Refer to Egress Diagram Section 1005 - Means of Egress Sizing 1005.3 - Minimum Required Egress Width Other Egress Components 0.2" / occupant Section 1009 - Accessible Means of Egress 1009.1 - Accessible Means of Egress In Compliance Section 1016 - Exit Access Table 1017.2 - Exit Access Travel Distance U Occupancy NS 300' 0 N EGRESS PLAN A1.0 SCALE: 1/411=11-0" 0 1 2 4f 8 eraci CONTAINER TO BE ANCHORED TO THE CONCRETE FOUNDATION VIA TIE DOWN ANCHORS - SEE STRICT. DWG5. FOR ADDITIONAL INFORMATION ALL EQU I PMENT, MEP5Y5TEM5 d /� HORTICULTURAL SHED STRUCTURE TO BE PROVIDEDT HORTICULTURAL p2,p FACILITY MANUFACTURER HAND 51NK W/ INSTANT HOT - eA. WATER 5Y5TEM f 25 GAL. TANK _--------- - LOCKABLE DOOR W/ PANIC HARDWARE BY HORTICULTURAL FACILITY MFR. — STAIR 5Y5TEM BY HORTICULTURAL 3/4' DOMESTIC WATER CONNECTION FROM EXISTING H05E BIBS - SEE PLUMBING DWG5. — 5TAINIE55 STEEL 5PROUTING TABLE - ADJUSTABLE CEILING TRACK MOUNTED VERTICAL PLANT 5UPPORT5 40'-a, X 5'-0 INSULATED STEEL CONTAINER WALL MOUNTED IED GROW LIGHTING — ADJU5TABLE CEILING TRACK MOUNTED VERTICAL LED GROW UGHTING SUPPORTS 100 GALLON IRRIGATION" NUTRIENT SYSTEM TANKS A IRRIGATION PUMP / CLEAR WATER DRAIN LOCATION \ CONCRETE FOUNDATION, ILI BEE 5TRUCT. DWG5. A2.0 FLOOR PLAN %Aiju SCALE: 1/4" = ]I 0 V 2' ALL EQUIPMENT, MEP SYSTEMS f HORTICULTURAL SHED STRUCTURE TO BE PROVIDED BY HORTICULTURAL FACILITY MANUFACTURER ELECTRICAL PANEL BY HORTICULTURAL FACILITY MFR. EXTERIOR WALL MOUNTED CONDENSER AL HORTICULTURAL FACWTY MFR. EXTERIOR WALL 5 PACK WITH A20 MOTION 5EN50R CEILING MOUNTED MECHANICAL EQUIPMENT 4'-0' LED LIGHT FIXTURE ADJUSTABLE CEILING TRACK 5PSTEM —\ CEWNG MOUNTED MECHANICAL EQUIPMENT - i III I I I i I I I ISSUE: 03.04.2020 I 11 II II 11 II 11 11 11 11 I I CONSTRUCTION REVISION#1 05.04.2020 II 04.19.2021 CONSTRUCTION REVISION#3 II I I I I I I �I � II 11 I 11 11 I ;I I I I II II I I I I I I I � �Ik I I N N �I REFLECTED CEILING PLAN, eLnN A7.0 SCALE: 1/4" =1'-0" 0 1 2' 4 8 PL DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 05.04.2020 CONSTRUCTION REVISION#2 04.19.2021 CONSTRUCTION REVISION#3 1660 �1Lincoln St Suite 100 HROQU Wheat Ridge V CO 80264 720.5998330-P 803.987.2304-X E ri 0 Cq OCCUPANT LOAD SUMMARY 71 EGRESS LEGENDd1 PpDOLLic o oyD/ppBRIE( G�S� I v jiJ< Zy; O ] 400450 $I gA'CHITEDS• O 04.19.2021 ~ DATE: 04.19.2021 DRAWN: SEL W CHECKED: ROGUE z ROGUE PROJECT NO.: 2020.04 Q IH EGRESS, FLOOR & REFLECTED CLING PLANS IL1 SHEET: l 1 1 • 0 © 2021 Rogue Architecture, Inc. Section 1004 - Occupant Load Table 1004. 1.1 - Maximum floor area allowances per occupant Utility I occ / 300 gsf Function of Space Floor Area Total Occupants Horticultural Facility (Utility) 298 gsf 1 Total Building Occupant Load ^ ^ ^ ^ ^ ^ ^ ^ I^ ^ ^ Section 1004 - Means of Egress Sizing Capacity Factor: Other Components: 0.2" Per Occupant A OCCUPANCY LOAD OF TENANT/AREA u EXIT ACCESS TRAVEL DISTANCE oZ w� XX SUBTOTAL OCC. EGRESS TOTAL OCCUPANT EGRESS XX MAX. OCCUPANT CAPACITY XX OCCUPANCY TYPE XX AREA SQUARE FOOTAGE XX FLOORAREA/PERSON XX OCCUPANCY RATE TOTAL OCCUPANCY OF AREA I DESCRIBED AREAS FIRE RATED SEPARATION/ ENCLOSURE i FIRE EXTRJGUISHER LOCATION - / FIR �FE / 75' TRAVEL TAPER � NFPA 10 -STANDARD HORTICULTURAL FACILITY ROOF STRUCTURE CONT. SEALANT @ EDGE OF BASHING STEEL TUBE WELDED TO CONTAINER FRAME BY HORTICULTURAL FACILITY MFG. METAL BASHING W/ DRIP EDGE SET IN BED OF SEALANT BOLTED TO STEEL TUBE FRAMING PER MFR STANDARDS, PAINTED TO MATCH TRIM. 4" WIDE HARDIETRIM, PAINTED MFC LAP SIDING, PAINTED I - x �' TUBE STEEL FURRING @ I G' O.C., MOUNTED TO THE STEEL TUBES. HORTICULTURAL FACIUTY WALL SIDING DETAIL TOP SCALE: 1" =1'-0" 0 3" 6" I' 2' CONTAINER TO BE PAINTED TO MATCH (E) BUILDING (GUILD GREEN) — 2 A2.0 5 A2.0 3 A2.o N ROOF PLAN X11 A2.0 SCALE: 1/4"=1'-0" 0 1' 2' 4' 8' MFC IAP SIDING, PAINTED I" x "TUBE STEEL FURRING@ IG' O.C., MOUNTED TO THE STEEL TUBES. SEAL BOTH ENDS. HORTICULTURAL FAGIUTI WALL 4' WIDE HARDIETRIM, PAINTED / METAL FLASHING W/ DRIP EDGE, PAINTED TO MATCH z TRIM. `MIN. AIR GAP / STEEL TUBE WELDED TO CONTAINER FRAME BY HORTICULTURAL FACILITY MFG. SIDING DETAIL A BASE A2.0 SCALE: 1" = 1'-0" 0 3" 6" 1' 2' ECERIOR WALL PACK WITH M .. .... I— H.M. DC PAINTED (E) BUILT GREEN) CONTAINERTO BE PAINTED TO WEST ELEVATION i SCALE: 1/4" = V-0" 4" WIDE HARDIETRIM MATCH (E) BUILDING (GUILD GREEN)— MFC LAP SIDING TO BE PAINTED TO MATCH (E) BUILDING (GUILD GREEN)— FACTORY BARN DOOR HANDLES BEHIND 51DING ALL EXF05ED SURFACES NOT COVERED BY MFC LAP 51DING TO BE PAINTED TO MATCH (E) BUILDING (GUILD GREEN) SOUTH ELEVATION (SIDE) A2.0 SCALE: 1/4" =1'-0" 0 1' 2' 4' 8' ALL EXPOSED SURFACES NOT COVERED BY MFC LAP 510ING TO BE PAINTED TO MATCH (E) BUILDING (GUILD GREEN) - MFC LAP 51DING TO BE PAINTED TO MATCH (E) BUILDING (GUILD GREEN) CONCRETE FOUNDATION - SEE 5TRUCT. DWG5. - EAST ELEVATION SCALE: 1/411=11-011 LHORTICULTURAL FACILITY METAL WALL PANEL (EK ERIOR)7 m METAL SKIRTING PANELS BY HORTICULTURAL FACILITY MFR. ENCLOSURE ELEVATION A2.0 SCALE: 1" = 1'-0" 0 3116" 1' 2' 16 GAGE METAL ENCLOSURE AROUND DOMESTIC WATER LINE 8 CONNECTION, MOUNTED TO CONCRETE & METAL WALL PANEL, 5EAL ALL PERIMETER GAPS 4 EDGES, 5LOPETOP TO DRAIN. TILL W/ R-10 SPRAY FOAM PIPING INSULATION. � DOMESTIC WATER LINE - SEE PLUMBING DWG5.— CONCRETE FOUNDATION SEE 5TRUCT. DWG5. - 4" WIDE HARDIETRIM TO BE PAINTED TO MATCH (E) BUILDING (GUILD GREEN)- HORTICULTURAL FACILITY METAL WALL PANEL (INTERIOR) WATER CONNECTION TO BE TIGHT TO FLOOR WATER CONNECTION ] SCALE: 1" =1'-0" 0 1121 4' CONDENSING UNIT BY ELECTRICAL PANEL HORTICULTURAL FACIUW MFR. < EQUIPMENT BY HORTICULTURAL FACILITY MFR. CONTAINER TO BE PAINTED TO MATCH (E) BUILDING ip (GUILD GREEN) V AC D15CCNNECT 5WITCH MAIN DISCONNECT SWITCH DOME5TIC WATER CONNECTION - PROVIDE METAL ENCLOSURE AROUND DOMESTIC WATER STUB -UP ¢ CONNECTION, AND FILL W/ INSULATING FOAM - SEE DTL5 O 8 € 9/A2.0 AND PLUMBING DWG5. 1=4 i i aFlo ALL EXPOSED EQUIPMENT IL_ _ _ __ ___ ___ ___ ___ j TO BETMATCH ADJACENTENTC CONNTAINER E COLOR NORTH ELEVATION (SIDE) `A2'0 EREM SCALE: 11411=11-011 _ _ _, METAL SKIRTING PANELS BY HORTICULTURAL FACILITY MFR. ENCLOSURE ELEVATION A2.0 SCALE: 1" = 1'-0" 0 3116" 1' 2' 16 GAGE METAL ENCLOSURE AROUND DOMESTIC WATER LINE 8 CONNECTION, MOUNTED TO CONCRETE & METAL WALL PANEL, 5EAL ALL PERIMETER GAPS 4 EDGES, 5LOPETOP TO DRAIN. TILL W/ R-10 SPRAY FOAM PIPING INSULATION. � DOMESTIC WATER LINE - SEE PLUMBING DWG5.— CONCRETE FOUNDATION SEE 5TRUCT. DWG5. - 4" WIDE HARDIETRIM TO BE PAINTED TO MATCH (E) BUILDING (GUILD GREEN)- HORTICULTURAL FACILITY METAL WALL PANEL (INTERIOR) WATER CONNECTION TO BE TIGHT TO FLOOR WATER CONNECTION ] SCALE: 1" =1'-0" DATE: 04.19.2021 DRAWN: SCL CHECKED: ROGUE ROGUE PROJECT NO.: 2020.04 ROOF PLAN & EXTERIOR LEVATTIONS EL SHEET: l 2 0 0 © 2021 Rogue Architecture, Inc. ►�1 SMV T� In V L/ 0 � V O V1 � n 1=4 aFlo E 1 J1 DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 05.04.2020 CONSTRUCTION REVISION#2 04.19.2021 CONSTRUCTION REVISION#3 09 1660 �1Lincoln St Suite 100 v (~ROQUE Wheat Ridge CO 80264 720.599.3330-P 803.987.2304-X CHALLENGING THE STATUS QUO DATE: 04.19.2021 DRAWN: SCL CHECKED: ROGUE ROGUE PROJECT NO.: 2020.04 ROOF PLAN & EXTERIOR LEVATTIONS EL SHEET: l 2 0 0 © 2021 Rogue Architecture, Inc. ►�1 STRUCTURAL NOTES: 010000 — GENERAL REQUIREMENTS: All construction, unless specifically identified otherwise, shall conform to: International Building Code (IBC) — 2012 Edition 033000 — CAST—IN—PLACE CONCRETE (SPECIAL INSPECTION REQUIRED) Concrete work shall conform to all requirements of ACI 301, "Specifications for Structural Concrete for Buildings and ACI 318, "Building Code Requirements for Reinforced Concrete", except as modified by the contract documents. Concrete shall be ready mixed concrete in accordance with ASTM C94. Minimum 28 day compressive strength shall be as follows: slab on grade 4,500 psi Mix designs for all perimeter building foundations and exterior foundation elements exposed to freeze/thaw cycles shall meet the following durability requirements for Exposure Category F2 in accordance with ACI 318-14: —Maximum w/cm ratio = 0.45 —Minimum 28 day compressive strength = 4,500 psi —Target air content = 6% Cement shall conform to ASTM C150, Type I, Type II, or Type V if recommended by Geotechnical Engineer for foundation elements. Aggregate per ASTM C33. Lightweight aggregate per ASTM C330. Maximum 4" slump for all concrete. Do not tamp slabs (use roller bug, vibrating screed or bull float only). Concrete containing superplasticizing admixture shall have field—verified 3" maximum slump prior to adding admixture and 8" maximum slump at placement. Mix designs shall be designed by the concrete production facility in accordance with ACI 301 and approved by the Structural Engineer prior to construction. Provide air—entraining admixture at all concrete exposed to freeze/thaw cycles at a rate adequate to provide 6.0% air at point of placement. Concrete shall be free of chloride. No fly ash additives shall be permitted in concrete flatwork or architecturally exposed concrete. When used, fly ash shall conform to ASTM C618, class F or C. Fly ash shall not replace more than 25% of cement by weight. Mechanically vibrate all concrete when placed, except that slabs on grade need be vibrated only around embedded items and underfloor ducts, etc. Mechanically vibrate only the top 5 feet of drilled pier concrete. Revibrate top of drilled pier 15 minutes after placing concrete. Mixing and delivery as measured from batch time to completion of discharge from truck shall not exceed 90 minutes. When air temperature is above 90 deg F (32 deg C), reduce mixing, delivery time and discharge to 60 minutes. STRUCTURAL DESIGN Cure exposed concrete for a minimum of 7 days in accordance with ACI 308.1 procedures in order to prevent cracking. Cure with curing and sealing compound, moist curing, moisture—retaining cover curing, or combinations thereof. If curing compound is used, apply at a rate specified by the manufacturer. Concrete shall be maintained above 50 degrees F and in a moist condition for a minimum of 7 days after placement. 033100 — REINFORCING STEEL Reinforcing steel deformed bars shall conform to ASTM A615, grade 60 (fy — 60 ksi). Reinforcing to be welded shall conform to ASTM A706, grade 60 (fy = 60 ksi low alloy deformed bars. Welded wire fabric per ASTM A185, wire per ASTM A82. Welding of reinforcing shall be according to AWS D1.4. No tack welding of reinforcing bars allowed. All reinforcing steel shall be detailed and placed in conformance with the latest editions of ACI 318 and the CRSI "Manual of Standard Practice for Reinforced Concrete Construction", and as modified by the drawings. All reinforcing bar bends shall be made cold. All reinforcing steel, including welded wire fabric in slabs on grade, shall be accurately placed and supported by plastic or metal chairs, spacers or hangers. Welded wire fabric must be supported at all panel edges — the "hook and pull" method is not permitted. For concrete surfaces exposed to view, where legs of bar supports are in contact with forms, use plastic protected wire or stainless steel bar supports. Provide the following minimum clear concrete coverage: cast against and permanently exposed to earth ................. 3" exposed to earth or weather: #6 and larger ......................................... 2" #5 and smaller ...................................... 1 columns (to ties).................................................................. 1„ beams (to stirrups)............................................................... 112 ” suspended slabs...................................................................... 4 all others per latest edition of ACI 318, STRUCTURAL PLAN SCALE: 3/8"4-0" PLAN NOTES: 1. COORDINATE WITH ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT BEFORE PROCEEDING WITH ANY WORK. DO NOT SCALE DRAWINGS. PLAN KEYNOTES: 1O AT CORNERS OF MODULE INSTALL MIN N2"0 CONCRETE ANCHOR FROM TIE ENGINEERING (OR APPROVED EQUAL) INTO FOUNDATION CONCRETE WITH STRAP CONNECTION TO MODULE IN COORD W/ MODULE MANF. LOCATE CONCRETE ANCHORS MIN OF 4" FROM ALL CONCRETE EDGES. FACE OF MODULE STRUCTURE (BY OTHERS). MODULE END TO BE CENTERED OVER FOUNDATION BELOW. FIN GRADE OR PAVEMENT, SEE ARCH DWG's i/R� (2)-/5 TOP B BOTi FOUNDATION MAYSTIRRUPS SPA AT BE EARTH -FORMED 1-8. AT 18"STI O.C. SCALE: 1/4" = 1'-0" FOUNDATION P O R T I S I°°IUNOIX Si, 510204 PER COLORADO 80204 ISI PHONE720,501490 STRUCTURAL DESIGN 4�1 rO� w cc vsmJEcr 20 112 101 I � EXTENT OF MODULE (BY OTHERS) I I I I I I I I I I I I I I I I I I I I I I I I I I EXTENT OF MODULE I (BY OTHERS) �I I � I I I I I I I I I I I I I I I I I I I I I I I II EXTENT TF OF MODULE I � I � L 101 V PPO •• J. p 44275 ArW 0e., a� eSS7ONAl ENG\ 04.29.2020 DATE: 04.29.2020 DRAWN: JE CHECKED: JE ROGUE PROJECT NO.: 2020.04 STRUCTURAL DRAWING SHEET: S 1 • 0 © 2020 Rogue Architecture, Inc. ISI d 44 Vl 4�1 rO� w cc `I F O F h+� oil C W DATE: ISSUE: 02.27.2020 ISSUE FOR PERMIT 04.29.2020 CONSTRUCTION REVISION#2 w f�Lincoln 1660 Street Suite 100 (--1ROGUE Denver CO 80224 (..ti303 720 599 3330 - P 987 2304 -X CHALLENGING THE STATUS QUO V PPO •• J. p 44275 ArW 0e., a� eSS7ONAl ENG\ 04.29.2020 DATE: 04.29.2020 DRAWN: JE CHECKED: JE ROGUE PROJECT NO.: 2020.04 STRUCTURAL DRAWING SHEET: S 1 • 0 © 2020 Rogue Architecture, Inc. I GENERAL NOTES THE NOTES BELOW ARE PART OF THE CONTRACT DOCUMENTS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO READ AND UNDERSTAND THEM. 1. DO NOT SCALE DRAWINGS 2. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT PLUMBING FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 3. PROVIDE CHROME PLATED ESCUTCHEONS AT PIPE SLEEVES FOR EXPOSED BARE PIPE. 4. PIPES PASSING THRU 1 HR. FIRE RATED WALLS & FLOORS SHALL BE SEALED W/ U.L. LISTED MATERIAL EQUAL TO 3M FIRE BARRIER, CAULK OR PUTTY. 5. INSULATED PIPING EXPOSED TO VIEW THROUGHOUT THE FACILITY SHALL BE COVERED AND FINISHED WITH PVC JACKET EQUAL TO MANVILLE PVC / PERMAPIPE JACKETING SYSTEM USING 30 MIL THICK JACKET. INSTALL PER MANUFACTURER'S INSTRUCTIONS WITH SEAM ON TOP OF PIPE SO AS TO NOT BE VISIBLE FROM OCCUPIED SPACE. 6. CONTRACTOR SHALL VERIFY SIZE & LOCATION OF UNDERGROUND UTILITIES. COORDINATE WITH OTHER TRADES AND MAKE FINAL CONNECTION. 7. PLUMBER SHALL MAKE FINAL CONNECTIONS TO HORTICULTUAL FACILITY. COORDINATE FINAL CONNECTION WITH EQUIPMENT MANF. 8. COORDINATE ROUTING OF UNDERGROUND PIPING WITH STRUCTURAL FOOTINGS PRIOR TO COMMENCING WORK. 9. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT VERBALLY AND IN WRITING. WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 29. SUBMITTED EQUIPMENT WILL BE REVIEWED FOR CONFORMITY OF SCHEDULED INFORMATION INCLUDING, BUT NOT LIMITED TO: QUALITY, PERFORMANCE, PHYSICAL CHARACTERISTICS, OPTIONS, AND OTHER FEATURES AS NOTED. IF THE CONTRACTOR SUBMITS MANUFACTURERS OR MODELS OTHER THAN THE SCHEDULED ITEMS, THE EQUIPMENT WILL BE SUBJECT TO REVIEW AND ACCEPTANCE/REJECTION AT THE ENGINEER'S DISCRETION. OWNER WILL HAVE FINAL AUTHORIZATION OF EQUIPMENT APPROVAL. 30. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE OWNER. 31. CONTRACTOR SHALL COORDINATE WORK INDICATED WITH PLUMBING, ELECTRICAL, FIRE PROTECTION, STRUCTURAL, AND ARCHITECTURAL DIVISIONS. SUBMIT 1/4" SCALE SHOP DRAWINGS FOR MECHANICAL SYSTEMS, DIMENSIONED TO INCORPORATE THE WORK OF OTHER TRADES. INDICATE SPACES RESERVED FOR PLUMBING PIPING, MECHANICAL PIPING, MECHANICAL DUCTWORK, & ELECTRICAL CONDUIT MAINS. VERIFY FIT OF MECHANICAL SYSTEMS PRIOR TO FABRICATION. COORDINATE ALL CHASE, SLEEVE, AND SLAB BLOCKOUT REQUIREMENTS BEFORE CONCRETE IS POURED OR BLOCK IS SET. r SHEETINDEX ISSUE WHEATRIDGE, COLORADO PLUMBING CODE: 2018 INTERNATIONAL PLUMBING CODE SYSTEM GRADE SIZES MATERIAL 2 FITTINGS DOMESTICCRIMP z - ALL NONE IN UNCND WATER EITHER 1" PEX ABOVE GRADE /EXTR AREAS Nn 0 rg a0 O w �y W ^l N DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 04.24.2020 CONSTRUCTION REVISION#2 z O 0 R-1 N Lincoln Street Suite 100 (— V N F.y 720 599 303 987 3330 - P 2304 -X N OGU� o CHALLENGING THE STATUS QUO SHEET NO. SHEET DESCRIPTION • P0.1 PLUMBING COVER SHEET P0.2 PLUMBING SPECIFICATIONS • P1.0 PLUMBING FLOOR PLAN LEGEND ABBR. I SYMBOL I DESCRIPTION CW --- COLD WATER POC POINT OF CONNECTION PLUMBING MATERIAL SCHEDULE ABV/BLW WHEATRIDGE, COLORADO PLUMBING CODE: 2018 INTERNATIONAL PLUMBING CODE SYSTEM GRADE SIZES MATERIAL JOINTS FITTINGS DOMESTICCRIMP - ALL NONE IN UNCND WATER EITHER 1" PEX ABOVE GRADE /EXTR AREAS Nn rg CODES & DESIGN CRITERIA JURISDICTION: WHEATRIDGE, COLORADO PLUMBING CODE: 2018 INTERNATIONAL PLUMBING CODE PLUMBING DESIGN CRITERIA ROUTE 1" CW PEX LINE FROM EXISTING WATER LINE IN ADJACENT BUILDING TO FARM BOX CW INLET CONNECTION. PROVIDE HEAT TRACE AS REQUIRED icA 4100 WlWsworh Blvd. Wheat Ridge, CO 80033 P, p 303.985.3260 )20 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 PLUMBING COVER SHEET SHEET: P O • 1 © 2020 Rogue Architecture, Inc. O 0 O GV z 0 5 NW W z 0 H F U rEr^ Vl O U O Nn rg a0 O !''f'� spoil �y W ^l DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 04.24.2020 CONSTRUCTION REVISION#2 0 R-1 1660 Lincoln Street Suite 100 (— V Denver CO 80224 F.y 720 599 303 987 3330 - P 2304 -X OGU� CHALLENGING THE STATUS QUO )20 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 PLUMBING COVER SHEET SHEET: P O • 1 © 2020 Rogue Architecture, Inc. O 0 O GV z 0 5 NW W z 0 H F U rEr^ Vl O U PLUMBING FLOOR PLAN SCALE: 1/8"= 1' 01 icA O HORTICULTURAL FACILITY O O2 ACCESSIBLE ISOLATION VALVE. 0 O3 ROUTE PIPING ALONG INTERIOR u la�l WARM SIDE OF WALL OR IN WALL. O4 8 10 —11 NEW V CPEX LINE - CONTINUOUS O OS NEW BACKFLOW PREVENTER O3BELOW FROST LINE. NO JOINTS IN PEX 10 wl IN UNCONDITIONED SPACES. PROVIDE2" PVC SLEEVE INFILL WITH INSULATIONII O TO HORTICULTURAL FACILITY INLET I I I I CONNECTION - FIELD CONFIRM I I I I ® II II EXTERIOR WEATHER BOX COVERING I I I I INLET TO HORTICULTURAL FACILITY I I I I O II II EXTERIOR WEATHER BOX OVER I I I I TO BE INFILLED WITH INSULATION I I © I I REFER TO ARCH DWGS. __-_-_- 10 EXTERIOR WEATHER BOX W DIMENSIONS TO BE VERIFIED 11 11 IN FIELD/REFER TO ARCH DWGS. 11 SWEEP ALL PIPING, NO JOINTS DATE: ISSUE: OR FITTINGS ALLOWED 03.04.2020 ISSUE FOR PERMIT NEW PEX CONNECTION DETAIL 2 NO SCALE P1,1 SHEET NOTES CONNECT (N) 1" CW PEX TO (E) CW AT POINT SHOWN. CONTRACTOR SHALL FIELD 0 VERIFY SIZE AND FINAL LOCATION. 2 ROUTE ALL BELOW GRADE PIPING IN PVC SLEEVE BELOW FROST LINE. NO JOINTS ALLOWED IN PIPING BELOW GRADE. INFILL PVC SLEEVE WITH INSULATION O CONNECT NEW 1" CW PEX LINE TO HORTICULTURAL FACILITY AS REQUIRED BY MANUFACTURER. COORDINATE WITH HORTICULTURAL FACILITY PROVIDER IN FIELD. WATER CONNECTION SHALL BE ENCLOSED IN EXTERIOR INSULATED WEATHER BOX, REFER TO ARCH FOR ALL DETAIL OF CONNECTION BOX ENCLOSURE. ® ROUTE ALL NEW BELOW GRADE UTILITIES THROUGH SLAB CUT OUT AS SHOWN. COORDINATE ALL SLAB CUTS WITH ARCH DRAWINGS. ( (E) CW TO (E) WATER ENTRY © ROUTE NEW WATER LINE DOWN TO BELOW GRADE ALONG WARM SIDE OF WALL. PROVIDE ISOLATION VALVE AND VACUUM BREAKER. J20 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 PLUMBING FLOOR PLAN z SHEET: 1 1 • 0 © 2020 Rogue Architecture- Inc. icA c� 4100 WMswod Blvd. o Wheat. ga, CO 0 P303.98!;160 u J20 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 PLUMBING FLOOR PLAN z SHEET: 1 1 • 0 © 2020 Rogue Architecture- Inc. c� la�l U r O •1� O W DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 04.24.2020 CONSTRUCTION REVISION#2 G4i4 c-1 1660 Lincoln Street Suite 100 [--�Denver CO 80224 (~ 720 699 303 987 3330 - P 2304 - X rr OGUE CHALLENGING THE STATUS QUO J20 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 PLUMBING FLOOR PLAN z SHEET: 1 1 • 0 © 2020 Rogue Architecture- Inc. GENERAL 1. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO COMMENCEMENT OF WORK. 2. FINAL CONNECTIONS & ROUGH -IN REQUIREMENTS TO EQUIPMENT SHALL BE PER MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS AND INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND EQUIPMENT COMPATIBLE WITH EQUIPMENT ACTUALLY SUPPLIED. 3. CONTRACTOR SHALL REVIEW ARCHITECTURAL, STRUCTURAL, MECHANICAL AND OTHER DRAWINGS PRIOR TO BID. 4. CONTRACTOR SHALL VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS INDICATED. CONTRACTOR SHALL REPORT DISCREPANCIES TO THE ARCHITECT AND INCLUDE IN HIS BID ALL COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. 5. PROPOSED SUBSTITUTIONS OF ELECTRICAL EQUIPMENT OR REQUEST FOR "OR EQUAL" OR "APPROVED EQUAL" LISTING SHALL BE SUBMITTED TO ARCHITECT NOT LESS THAN TEN (10) WORKING DAYS PRIOR TO BID. 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE SATISFACTION OF THE ARCHITECT. 7. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE LATEST EDITIONS OF LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES. 8. PROVIDE PERMITS AND INSPECTIONS REQUIRED. 9. PROVIDE RECORD DRAWINGS TO ARCHITECT. DRAWINGS SHALL INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, REROUTINGS, ETC. 10. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED BY OTHERS PRIOR TO ROUGH -IN. 11. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. 12. WIRE SHALL BE COPPER, 750C RATED FOR GENERAL USE. FOR HID FIXTURES AND WIRING WITHIN 3 INCHES OF FLUORESCENT BALLASTS WIRE SHALL BE COPPER, MINIMUM 90°C RATED. SIZES INDICATED ARE FOR INSTALLATION IN A MAXIMUM 30°C AMBIENT. CONDUCTOR AMPACITY SHALL BE DERATED FOR HIGHER AMBIENT INSTALLATIONS. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER THIS SECTION OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SECTION. 14. CONTRACTOR'S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE ALTERNATE MATERIALS OR EQUIPMENT. 15. SYSTEMS SHALL BE COMPLETE, OPERABLE AND READY FOR CONTINUOUS OPERATION. LIGHTS, SWITCHES, RECEPTACLES, MOTORS, ETC., SHALL BE CONNECTED AND OPERABLE. 16. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, PIPING AND RACEWAY SYSTEMS PRIOR TO TRENCHING. PROVIDE NECESSARY TRENCHING, BACKFILL, EXCAVATION, SUPPORTS, SERVICE FEEDERS (CONDUIT AND/OR WIRE), PULLBOXES, TRANSFORMER PADS, SAWCUTTING AND PATCHING, CONCRETE/PAVING, ETC., REQUIRED. BACKFILL TRENCHES TO 90% COMPACTION AND PATCH TO MATCH EXISTING. CONTRACTOR SHALL OBTAIN AND VERIFY EXACT UTILITY COMPANY DRAWINGS AND REQUIREMENTS. 17. PROVIDE MAINTENANCE RECEPTACLE WITHIN 25'-0" OF ALL MECHANICAL OR MOTORIZED EQUIPMENT. 18. SEE MECHANICAL DRAWINGS FOR LOCATION OF MECHANICAL EQUIPMENT. PROVIDE SERVICE TO AND CONNECT EQUIPMENT AS REQUIRED. PROVIDE FUSES OR HACR-TYPE CIRCUIT BREAKERS FOR ALL AIR CONDITIONING EQUIPMENT SIZED IN ACCORDANCE WITH MANUFACTURER'S NAMEPLATE. U z Q7 U NOTES 19. PROVIDE ENGRAVED NAMEPLATES ON, PANELBOARDS, DISCONNECT SWITCHES, ETC. INDICATING EQUIPMENT DESIGNATION (OR DESIGNATION OF EQUIPMENT SERVED) AND VOLTAGE. NAMEPLATES TO BE MECHANICALLY FASTENED. 20. PANEL DIRECTORIES SHALL BE TYPED AND INSTALLED UNDER CLEAR PLASTIC COVERS. 21. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC RACEWAYS. RACEWAYS IN SLAB -ON -GRADE OR BELOW GRADE SHALL BE SCHEDULE 40 PVC. TRANSITIONS FROM BELOW TO ABOVE GRADE SHALL BE WITH RIGID STEEL ELBOWS WITH P.V.C. JACKET OR APPROVED EQUAL PROTECTION. 22. EMT, NON-METALLIC AND FLEXIBLE METAL CONDUITS SHALL HAVE A CODE SIZED COPPER GROUNDING CONDUCTOR. INCREASE CONDUIT SIZE AS REQUIRED. 23. FIRE ALARM, SOUND, TELEPHONE, COMPUTER, AND SIMILAR SYSTEMS CONDUITS LARGER THAN 1" SHALL HAVE LONG RADIUS SWEEPS (12 TIMES THE DIAMETER). 24. ALL ELECTRICAL SYSTEMS COMPONENTS SHALL BE LISTED OR LABELED BY U.L. 25. WIRE TERMINATION PROVISIONS FOR PANELBOARDS, CIRCUIT BREAKERS, SAFETY SWITCHES, AND ALL OTHER ELECTRICAL APPARATUS SHALL BE LISTED AS SUITABLE FOR 75°C. 26. RECEPTACLES INSTALLED OUTSIDE, ON THE BUILDING EXTERIOR OR ROOF, WITHIN 6' OF A SINK OR WATER COOLER CONNECTION, VENDING MACHINES, AND KITCHEN AREAS SHALL BE GFCI TYPE OR PROTECTED BY GFCI CIRCUIT BREAKER PER NEC 210.8. 27. ALL NEW EQUIPMENT SUCH AS SWITCHBOARDS, DISTRIBUTION BOARDS, DISCONNECT SWITCHES, TRANSFORMERS AND PANELBOARDS SHALL BE BY THE SAME MANUFACTURER. 28. ELECTRICAL CONTRACTOR SHALL SUBMIT 5 COPIES OF ALL ELECTRICAL EQUIPMENT AND LIGHT FIXTURES TO ENGINEER VIA GENERAL CONTRACTOR FOR APPROVAL PRIOR TO ORDERING. 29. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTION OF OWNER FURNISHED EQUIPMENT. VERIFY EXACT REQUIREMENTS PRIOR TO ROUGH IN. 30. ELECTRICAL CONTRACTOR SHALL PROVIDE DESIGN BUILD ENGINEERED FIRE ALARM SYSTEM MODIFIED FOR EXISTING FIRE ALARM SYSTEM INSTALLED. PROVIDE DEVICES, CONDUIT, WIRES, CABLE, PROGRAMMING AND TESTING AS DIRECTED BY EQUIPMENT MANUFACTURER AND LOCAL FIRE DEPARTMENT FOR A CODE COMPLIANT FIRE ALARM/DETECTION SYSTEM. MATERIALS, EQUIPMENT AND WORKMANSHIP SHALL MEET PREVAILING CODES. THE SYSTEM SHALL BE COMPLETE AND OPERABLE. SUBMIT ONE LINE DIAGRAM OF SYSTEM WITH SHOP DRAWINGS. ONE LINE SHALL SHOW DEVICES, CONDUIT, WIRE, CABLE SIZES AND BATTERY CALCULATIONS. EQUIPMENT TO BE NEW AND SHALL BE STAMPED, SIGNED, CALIBRATION AND TESTED BY FACTORY CERTIFIED TECHNICIAN. 31. HANDLE TIES SHALL BE PROVIDED FOR ALL MULTI -WIRED BRANCH CIRCUITS UNLESS INDIVIDUAL NEUTRAL CONDUCTORS ARE PROVIDED PER NEC 210.4(8) 32. FURNISH ALL MECHANICAL EQUIPMENT WITH FUSIBLE DISCONNECTS. THESE DISCONNECTS SHALL BE EQUIPPED WITH CLASS "R" FUSES 33. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN THE CONTRACT DOCUMNETS TO THE ATTENTION OF THE ARCHITECT VERBALLY AND IN WRITING. WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. LEGEND JURISDICTION: SYMBOL DESCRIPTION 2017 NATIONAL ELECTRICAL CODE INTERNATIONAL ENERGY CONSERVATION CODE GND INDICATES GROUND PNL INDICATES PANEL WP INDICATES WEATHER-PROOF (NEMA 3R) Eli NON-FUSED DISCONNECT SWITCH -30A, 3P, UNLESS NOTED OTHERWISE G SURFACE MOUNTED PANELBOARD m' FUSED NEMA 3R DISCONNECT SWITCH O MOTOR OUTLET �� HOMERUN CONDUIT -ARROW INDICATES QUANTITY OF CIRCUITS z CONDUIT AND/OR WIRE CONCEALED IN WALL OR ABOVE CEILING �-0- FLUORESCENT STRIP O FLUORESCENT TROFFER Q RECESSED/SURFACE DOWNLIGHT (ON PENDANT MOUNTED LUMINAIRE ID WALLSCONCE m RECESSED LED $ SWITCH S3 3 WAY SWITCH SIM SWITCH OCCUPANCY SENSOR O MS CEILING MOUNTED OCCUPANCY SENSOR RECEPTACLE �y F+�I GFIRECEPTACLE oil QUAD RECEPTACLE DUPLEX RECEPTACLE/TELE-DATA v TELE -DATA OUTLET COAX OUTLET O JUNCTION BOX 0 PUSH BUTTON O SMOKE DETECTOR HORNSTROBE N MANUAL PULL BOX DATE: COMBINATION BATTERY PACK EGRESS / EXIT LIGHT EM EM WALL SCONCE v BATTERY BACK EGRESS LIGHT e MECHANICAL EQUIPMENT - SEE HVAC AND PLUMBING DRAWINGS ErIT GROUND BUS & GROUND ELECTRODES R SHEETINDEX JURISDICTION: ISSUE ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE INTERNATIONAL ENERGY CONSERVATION CODE 2018 IECC u w FI OMNI la�l O �wbb z O U n E D a O OMNI F �y F+�I oil z z W O U N DATE: ISSUE: N 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 04.24.2020 CONSTRUCTION REVISION#2 N : o SHEETNO. SHEET DESCRIPTION a-1 • 1660 E0.1 ELECTRICAL COVER SHEET Lincoln Street Suite 100 • E1.0 ELECTRICAL PLAN • 3330 - P 2304 -X E2.0 ONE LINE DIAGRAM AND PANEL SCHEDULES CODES & DESIGN CRITERIA JURISDICTION: WHEAT RIDGE, COLORADO ELECTRICAL CODE: 2017 NATIONAL ELECTRICAL CODE INTERNATIONAL ENERGY CONSERVATION CODE 2018 IECC icA 4100 Wadsworth Blvd. Wheat Ridge, CO 80033 P, p 303.985.3280 3/2020 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 ELECTRICAL COVER SHEET SHEET: E O • 1 © 2020 Rogue Architecture, Inc. O O GV GV O 1 z C) H 5 NWN F+y z C I�1 F Q� 'F'^ M O U yMM� FI OMNI la�l O �wbb g n E � a O OMNI F �y F+�I oil W C DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 04.24.2020 CONSTRUCTION REVISION#2 : a-1 1660 Lincoln Street Suite 100 (--t V Denver CO 80224 Fy 720 599 303 987 3330 - P 2304 -X OGU� CHALLENGING THE STATUS QUO 3/2020 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 ELECTRICAL COVER SHEET SHEET: E O • 1 © 2020 Rogue Architecture, Inc. O O GV GV O 1 z C) H 5 NWN F+y z C I�1 F Q� 'F'^ M O U SITE ELECTRICAL PLAN R d SHEET NOTES 10 NEW HORTICULTURAL FACILITY. SELF CONTAINED PLUG AND PLAY. ELECTRICAL CONTRACTOR TO RUN CONDUIT AND CONDUCTORS FROM 20M 3P SPARE BREAKER IN MDC TERMINATE TO A 150A 2P NEMA 313 BREAKER OUTSIDE CONTAINER (PROVIDED BY CONTAINER MFR). SHALL BE THE RESPONSIBILITY OF ELECTRICIAN TO LAND FEED TO HORTICULTURAL FACILITY DISCONNECT. CONFIRM SCHEDULING AND COORDINATION WITH HORTICULTURAL FACILITY MANF. OR PROVIDER. MANF OF CONTAINER TO PROVIDE 150A 2P PANEL FOR CONTAINER EQUIPMENT. Q CONTRACTOR SHALL ENSURE THAT ALL NEC CLEARANCES ARE MAINTAINED. Q NEW 2" CONDUIT ROUTED BELOW GRADE. ROUTE FROM MDP TO LOCATION SHOWN. ROUTE CONDUIT IN SLAB CUTOUTAS SHOWN. COORDINATE FINAL CONDUIT ROUTING IN FIELDMITH ARCH SHEETS. 312020 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 ELECTRICAL PLAN SHEET: 1 • 0 D 2020 Rogue Architecture, Inc. z C) 5 NWN F+y z C) H F U z O U JCAA CrJ 4100 WadswoM Blvd. o Wheat Ridge, CO 80033 d p 303.985.3280 u 312020 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 ELECTRICAL PLAN SHEET: 1 • 0 D 2020 Rogue Architecture, Inc. z C) 5 NWN F+y z C) H F U z O U CrJ C'rJ OMNI 1014 w 4�� � a oil C DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 04.24.2020 CONSTRUCTION REVISION#2 R -I1660 Lincoln Street Suite 100 [--� Denver CO 80224 (~ 720 599 303 987 3330 - P 2304 - X rr OGUE CHALLENGING THE STATUS QUO 312020 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 ELECTRICAL PLAN SHEET: 1 • 0 D 2020 Rogue Architecture, Inc. z C) 5 NWN F+y z C) H F U z O U �E� �w EAW�N F — �Nm Lia` NATURAL GAS SERVICE CALCULATIONS GENERATOR ^. EXISTING SERVICE LOAD = 342,127 L III NEW HORTICULTURE CONTAINER = 21,600 L NEW SNOW MELT=16,200 "CUOND TOTAL CALCULATED LOAD =381,727 WNW rvEO°"'o`"° 208V 3PH @ 1060.3A GENERATOR -S MMP9E3 MMP9E3 ra GkT �6EiNALLI n re�RSEi�a veRGEi � rnv TPACen (CK 11 IEAC9m 208I120V 3'O4W CJ CJ LJ UTILITY TRANSFORMER � c au, xecu.GrvD,xr I3) voc STING 3000A 3P SWITCH FUSE I I _ _ I I I I M NEMA 3R F3 65K AIAIC X1 65K — — —� —� —1— —1— —1— —� —l— —l— —1— —1— —1— —1— �� _� FINISHED GRADE FINISHED GRADE I I FD UTILITY PRIMARY Z a MAIN DISTRIBUTION CENTER ELECTRICAL ONE LINE — EXISTING SCALE: N.T.S. EXISTING INDICATED FOR RECORD, PROVIDE NEW AS REQUIRED FAULT CURRENT CALCULATIONS X1 1.73 X 120 X 391M F= = 0.23 8 X 21391 X 208 1 M= = 0.81 ISC= 39100 X 0.81 = 31839 1 . 023 X2 2.0 X 110 X 31839 F= = 3.77 1 X 8925 X 208 M= _ .30 ISC= 31839 X 0.30 = 9551 1 . 3.77 3/2020 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 ONE LINE DIAGRAM AND PANEL F�/1 U 1S SHEET: E2 * 0 © 2020E Rogue Architecture, Inc. JCAA go 4100 Wad9wonn Blvd. CrJ H Wheal Ridge, GO 80033 d p 303.985.3260 At 3/2020 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 ONE LINE DIAGRAM AND PANEL F�/1 U 1S SHEET: E2 * 0 © 2020E Rogue Architecture, Inc. CrJ CrJ H O Vl 0 w a i, � � p•l oil W C DATE: ISSUE: 03.04.2020 ISSUE FOR PERMIT 03.23.2020 CONSTRUCTION REVISION#1 04.24.2020 CONSTRUCTION REVISION#2 CAS.. @4 dOgD ys u-1 1660 Lincoln Street Suite 100 F— V Denver CO 80224 (-1 720 599 3330 - P 303 987 2304 -X N1 0 U E CHALLENGING THE STATUS QUO 3/2020 DATE: 04.24.2020 DRAWN: SCL CHECKED: SAB ROGUE PROJECT NO.: 2020.04 ONE LINE DIAGRAM AND PANEL F�/1 U 1S SHEET: E2 * 0 © 2020E Rogue Architecture, Inc. V�� EMERALD HARVEST Safety Data Sheet Cali Pro® Grow A - Professional 2 -Part Nutrient Series SECTION 1. IDENTIFICATION Product Identifier Call Pro GrowA Other Means of Nitrates and inorganic minerals in aqueous solution. Idemldcatlon Recommended Use Hydroponic plant nutrients. Restrictions on Use NW Applicable Initial Supplier Identifier Emerald Harvest 1399 Corporate Center Parkway Precautionary Santa Rosa. California Statements 95407 USA Prevention: Telephone +1 866-325-8235 Emergency Telephone 24 Hour Emergency Phone Number(s): Number WFOTRAC: 1-800-5353053 (North America( INFOTRAC: 1-3523233500 (IMemational) Response: Contract number: 112430 SECTION 2. HAZARD IDENTIFICATION GHS Classification SERIOUS EYE DAMAGEARRITATION-CATEGORY 2A SPECIFIC TARGET ORGAN TOXIC" -SINGLE EXPOSURE -CATEGORY 3 Label Elements Pictograms ' > Signal Word WARNING Hazard Statements H319- Causes serious eye imtation. H335 -May cause respiratory Inhibition. Precautionary Statements Prevention: P261- Avoid breahing fumelgaslmistivapoum icray. P264- Wash hands thoroughly after handling. P271- Use only outdoors or in a well -ventilated area. P280- Wear prolechve glovemye protec0onlface protection. Response: P304+P340-IF INHALED: Remove person to fresh air and keep comfortable for breathing. P312 -Call a POISON CENTERDoclor d you feel umrell. P305+P351 +P338 - IF IN EYES: Rinse cautiously with water for several minutes. Remove correct lensm, if present and easy to do. continue rinsing. P337+P313- If eye urilation persists: Get medical advicelaftention. Slorage: P403+P233-Store in a wall- ven•alalplace . Keep container fighlty closed P405- Store locked up. Disposal: P501- Dispose of content&(container to an approved waste disposal plant. Other Hazards Product contains less than 0.1% of a chemical known to cause cancer. Emerald Harvest - Call Pro °Grow A - Professional 2iart Nutrient Series - SDS Revised: October 22, 2019 Page 1 of 7 NOTES SOS is to be retained and available for use by employees and other users of the most o �aes SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS @`cog, Doe Chemical Name CAS No. Concentration Common name l Synonyms Calcium Nitrate 13477-344 0.5-5% Not Available Ammonium Nitrate 6484-52-2 0.5-5% Not Available Urea 57-13-6 0.5-1% Not Available Cobalt Nitrate 10026-22-9 <1% Not Available Iron EDTA 1570841-5 <1% Not Available Sodium Borate 1303-96-0 <1% Not Available turn Molybdam 1 -0-8 Not Available Copper -8 Not Available Manganese EDTA 1 67MU 5 Not Available Zinc EDTA 14025-21-9 Not Avaflable Nan -hazardous ingredients or Nose below disclosure requirements Not applicable To Balance Not Avaflable Notes SECTION 4. FIRST-AID MEASURES Inhalation N breathed in, move person into fresh air. If concerned! or symptoms persist, seek medical Use extinguishing agent suitaue for surrounding fire. attention. Skin Contact Rinse with plenty of waterforat least 20 minutes. H concerned, seek medical abandon. Eye Contact Rinse with plenty of water for a[least 20 minutes. Remove contact lenses 0 easily possiue.If trunnion persists, get medical attention. Ingestion Do NOT induce exuding. Never give anything by mouth to an unconscious person. Rinse mouth with water. N large amounts are ingested, get medical attention immediately. Mostlmportant Acute: Symptoms and Effects, EYE CONTACT: May cause inithdon, itching, pain, redness, watering. Acute and Delayed Chronic: If In afire or containers are heated, pressure Increases will occur and containers may rupture. NO Applicable Immediate Medical Treat symptomatically. In case of inhalation of decomposition products in afire involving this Attention and Special product, symptoms may be delayed. Keep under medical surveillance for 48 hours. Treatment SECTION 5. FIRE -FIGHTING MEASURES Extinguishing Media Suitable Extinguishing Use extinguishing agent suitaue for surrounding fire. Media Unsuitable None known. Extinguishing Media Flammability Not Flammable. classification (OSHA 29 CFR 1910.106) Hazardous Combustion Oxides of nitrogen,sodium, molybdenum and other unidentified toxic fumes. Products Specific Hazards Analog If In afire or containers are heated, pressure Increases will occur and containers may rupture. from the Product Product may release toxic fumes. Emerald Harvest -Call Pro °Grow A - Professional 2iart Nutrient Series - SDS Revised: OctoEer 22, 2019 Page 2 of 7 SECTION 6. ACCIDENTAL RELEASE MEASURES Personal Precautions, Implement spill control plan. All persons dealing with the dean -up should be trained antl wear the � v A° appropriate personal protective equipment. Do not touch spilled product. Ensure adequate and Emergency m, Procedures personnel upwind and away from the spilllrelease. Restrict access to area until completion of C Special Protective Storage Isolate scene of the fire. Firefighters should wear proper protective equipment antl self Methods for Equipment and Containment and breathing apparatus with full face piece. Move fire exposetl containers from fire area g @ qC Precautions for 2m hn TWA so. Use water spray to cool fire -exposed containers to prevent rupture. `Xdgg oM50 Fire -Fighters I Not Established I pose the same hazards as Mee spilled product. Do not use any combustible materials for clean-up (including cloth, etc.) as it presents a fire hazard upon drying out. Only use nanaparking tools and explosion proof equipment. Notify Me appropriate authorities as required. SECTION 6. ACCIDENTAL RELEASE MEASURES Personal Precautions, Implement spill control plan. All persons dealing with the dean -up should be trained antl wear the Protective Equipment, appropriate personal protective equipment. Do not touch spilled product. Ensure adequate and Emergency ventilation. Remove all sources of ignition. Avoid maaNing vapours or mists. Keep all other Procedures personnel upwind and away from the spilllrelease. Restrict access to area until completion of Conditions for Safe cleanup. Refer to Section 8, EXPOSURE CONTROLS AND PERSONAL PROTECTION, for Storage additional information on acceptable personal protective equipment. Methods for Ensure spilled product does not enter Emirs.sewers, waterways, or confined spaces. if Containment and necessary, Eike well ahead of Ste spill to prevent runoff into drains, sewers, or any natural Cleaning Up waterway or drinking supply. Ventilate area of release. Contain and absorb spilled liquid with 2m hn TWA non-combustible, inert standard material (e.g. sand), Men place absorbent material Into an Nof Establishetl appropriate container for later disposal (see Section 13). Contaminated absorbent material may I Not Established I pose the same hazards as Mee spilled product. Do not use any combustible materials for clean-up (including cloth, etc.) as it presents a fire hazard upon drying out. Only use nanaparking tools and explosion proof equipment. Notify Me appropriate authorities as required. SECTION 7. HANDLING AND STORAGE Precautions far Safe Use with adequate ventilation. Wear suitable protective equipment during handling Avoid Handling breathing mist or vapours. Avoid contact with skin, eyes and doming. Wash thoroughly after Urea handling. Keep containers closed when not in use. Any combustible materials which contact Me NW Establishetl product should well -rinsed and laid flat to dry. Conditions for Safe Stare in a cool, Ery, well venMatetl area, way from incompatibles. Inspect periodically far damage Storage or leaks. Storage area should be clearly identified clear of obstruction and accosable only m Not Establishetl trained and authorized personnel. Keep in original container. SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Control Parameters Chemical Name ACGIH"TL%w Appropriate Engineering Controls NIOSH OEL Urea 10 mglm°, 8h WA NW Establishetl Not Established Not Established Cobalt Nitrate Not Establishetl I NW Established Not Establishetl 0.02m Ira A Sodium Borate Not Establishetl I NW Establishetl 6organ, STEL 2m hn TWA Sotlium Mol bdale Nof Establishetl Not Establishetl I Not Established I Ohm Ira A Notes 'Exposure limits may vary from time to time and from one Jurisdiction to another. Check Exposure local regulatory agency for the exposure Ilmlts In your area. Appropriate Engineering Controls Use general or local exhaust ventilation to maintain air concentrations below recommended exposure limns. Individual Protection Measures EyelFsce Protection Wear splash goggles or other appropriate eye protection. Avoid wearing contact lenses. Stan Protection Wear impervious gloves. Avoid leather/cloth gloves. Respiratory Protection Not required under normal conditions of use. Do not breathe concentrated product. Wear respiratory protecfion d use will produce mists or splashing. Other An eyewash station and safety shower should be made available in the immediate working area. Emerald Harvest -Call Pro °Grew A - Professional 2 -Part quantum Series - Si Revised. Ocll22, 2019 Page 3 of 7 SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES CAA e&1> Appearance Liquid Relative Mostly(water a l) 9.02 Wool at 68-F `�rrtNl Possibility of Naxardous Reactions Will net occur. Conditions to Avoid 1L08 kgiL at 20°C) Occur Not Available Solubility in Water Soluble Odour Threshold Nat Available Solubility in Other Liquids Not Available PH 4.5-6.5 Partition Coefficient, Not Available n-0ctanol I Water (Log Kew) Melting Point and Nat AvailaNe Auto -Ignition Temperature Nat Available Freezing Point Initial Bolling Point and Nat AvailaNe Decomposhlon Not AvailaNe Boiling Range Temperature Flash Point None up to 100-C(PMCC) Wscosily Not AvailaNe Evaporation Rate Nat AveileWe Flammability (solid, gas) Not Applicants (Liquid) Vapour Density Nat Available Upper and Lower Not Applicable (air =1) Flammability or Explosive Limit Vapour Pressure Not Available Sensitivity to Statichnnpact Not Sensitive SECTION 10. STABILITY AND REACTIVITY ReacOvlty Not known or expected. Chemical Stability Stable under normal conditions. Possibility of Naxardous Reactions Will net occur. Conditions to Avoid Avoid contact with incompatible materials. Incompatible Materials Strong oxidizers, reeducate. Hazardous Decomposition Products On combustion, forms toxic fumes of phosphorus oxides. Decomposes on contact with alcohols. aldehydes, cyanides, ketones, phenols, esters, sulfides or halogenated organics. This produces toxic Notes. Attacks many metals. This produces flammablalexpbsive ges. SECTION 11. TOXICOLOGICAL INFORMATION Likely Routes of Exposure X Inhalation X Skin contact X Eye contact X Ingestion 'Serbus local effects by all routes of exposure. Acute Toxicity LC50(inhalation) Iron EDTA -2.75 mgIL(Rat -4h) Sodium Borate ->2.04 mglL (Rat -4h) LD50 food) Calcium Nitrate - 302 mglkg (Rat) Ammonium Nitrate -2217 mg/kg (Rat) LOW(demmp Not Reported Notes Skin Corrosion I Inflation May cause imitation and redness. Serious Eye Damage l Irtitation Redness. Pain. Testing. Will be transient. Emerald Harvest -Call Pro °Grow A - Professional 2-0art Numbers Series - BOB Revised. October 22, 2019 Page 4 of 7 1idr�� Inhalation Causes coughing, sheerness of bream, and initialCall" m Ingestion May rhause Inflation of the gastrointestinal tract Including headache, nausea, vomi in R da�.aNg DN; oc STOT (Specific Target Organ Toxicity) - Single Exposure Affects the respiratory tad and may cause damage to blood, mucous membranes. Aspiration Hazard Not reported. STOT (Specific Target Organ Toxicity) - Repeated Exposure Not Expected. Respiratory andlor Skin Sensitization Not known to be a senslizer. Carcinogenicity Cobafl Nitrate is classified by IARC as a Group 2B Carcinogen: Possibly carcinogenic to humans but is present at less than 0.1% In this mixture. Notes Target Organa: Eyes. Reproductive Toxicity Development of Offspring Sodium Borate is a suspected reproductive toxicant, federaxidty. Sexual Function and Fertility Not reported. Effects on or via l a statlon Not reported. Germ Cell Mutagenicity Not expected to be a mutagen. Interactive Effects Not reported. SECTION 12. ECOLOGICAL INFORMATION Ecatoxicity contains ingredient which are toxic to the aquatic environment with long lasting eflicts. Ingredient Spaces LCMCm Calcium Nitrate Ammonium Nitrate Sodium Borate Rainbow bout LCm 98.9 mglL (96h) Cary LCm 447 m9IL fill Goldfish LCW 178 mi (72m Water Flea ECm 105 m9IL (48h) Green Algae LCm 158 m9IL (98h) Persistence and Degradability Not Available Bioaccumulativa Potential Not Avaflable Mobility in Soil Not Avaflable Other Adverse Effects Not Avaflable SECTION 13. DISPOSAL CONSIDERATIONS Disposal Methods Canadian Environmental Protection Act All ingredients are listed In the DSL. Dispose of In accordance with all federal, provinciallstate, and local regulators. Consul with your local supplierfor addiGanal information. RCRA If me product, as supplied, becomes a waste in the United States, it may meet the criteria of a hazardous waste as defined! under RCRA, Title 40 CFR 261. It is the responsibility of the waste generator to determine the proper waste identification and disposal method. For disposal of unused or waste material, check with tical, state and federal environmental agencies. Emerald Harvest -Call Pro °Grow A - Professional 24rart Nutl Series - Si Revised: October 22, 2019 Page 5 of 7 SECTION 14. TRANSPORT INFORMATION 1941 Regulation UN No. Proper Shipping Name Technical Name (for N.O.S. entry) Transport Hazard Climates) Pack.7rng 0 Group Canadian TOG Regulations" Ingredients CAS Number TSCA Inventory 49 CFR/DOT" saa4nnani: am. 3R. sommay mtein:si Form R-RmpM¢ng IATA Regulations' aubtrim4iVcm IMDG Code` ote: Notes: "NOT REGULATED FOR TRANSPORT SECTION 15. REGULATORY INFORMATION US Federal Information Components listed below are present on the following U.S. Federal chemical lists: Ingredients CAS Number TSCA Inventory Cori Rommule (Wemxdaal 117.302); saa4nnani: am. 3R. sommay mtein:si Form R-RmpM¢ng awpre,nmmume aubtrim4iVcm We Calcium Nitrate 134]]344 Yes No No No No Ammonium 648452-2 Yes No No Yes Yes Nitrate Urea 57-135 Yes No No No No Cobalt Nitrate 10026-22-9 Yes No No No No Iron EDTA 1570841-5 Yes No No No No Sodium Borate 1303-984 Yes No No No No Sodium 1010240-6 Yes No No No No Molybdate Copper EDTA 39208-15-6 Yes No No No No Manganese 15375-84-5 Yes No No No No EDTA Zinc EDTA 14025-21-9 Yes No No No No Other California Prop 65- Cobalt Nitrate is expected to cause cancer and is present al leas than 0.1°o Safety, Health and Canadian Environmental Protection Act (CEPA): Environmental All components of this product are on the Canadian DSL. Regulations NFPA Ratings Hazard or Rick Scale HMIS Ratings Named or Risk Scale (0=minimal, 4 = Significant) (0=minimal, 4=Significant) Health 2 Health 2 Flammability 0 Flammability 0 Reactivity 1 0 1 Physical Hazards 1 0 Specific Hazard I X I Personal Protection I X Ememld Harvest -Call Pro °Grow A - Professional 2 -Part Nutrient Series - SDS Revised: October 22, 2019 Page 6 of 7 SECTION 16. OTHER INFORMATION CAA Date of Creation May 10, 2018 Date of Latest Revision Ocmber22,2019 Disclaimer This Safety Date Sheet (SDS) was prey ued by iHazmat Regulatory Ltd, using information provided by Me above supplier To the best of our knowledge, the information confident herein is accurate. However, neither the above-named supplier, nor any of Its subsidiaries, assumes any liability whatsoever for Me acwmry or completeness of the information contained herein. Final derommination of suitability of any material is the sole responsibility of the user. All materials may present unknown hazards and should be used with caution. Mthough certain hazards are described hereln, we cannot guarantee that these are the only haunts that exist. 'SDS compliant with WHMIS 2015 and OSHA HAZCOM 2012 Emerald Harvest -Call Pro °Grow A - Professional 2 -Part Nutrient Series - SDS Revised: October 22, 2019 Page 7 of C.4�A o�� EMERALD �P HARVEST Safety Data Sheet Cali Pro® Grow B - Professional 2 -Part Nutrient Series SECTION 1. IDENTIFICATION Product Identifier Call Pro GroirB Cther Means of Nitrates and inorganic minerals in aqueous solution. Identification Not Applkable Recommended Use Hydmponic plant nutrients. Restrictions on Use NW Applicable Initial Supplier Identifier Emerald Harvest Response: 1399 Corporate Center Padcway, Swinge: Santa Rosa, California Disposal: 95407 USA. Telephone: +1 866-325-8235 Emergency Telephone 24 Hour Emergency Phone Number(s): Number INFOTRAC: 1.800-535-5053 (North America) INFOTRAC: 1-3523233500 (International) Contract number: 112430 SECTION 2. HAZARD IDENTIFICATION GHS Classification Not classified as hazardous under OSHA PWGHS as per Eni Harvest. Label Elements Pictograms Not Applicable Signal Word Not Applkable Hazard Statements May cause eye interim. Precautionary Statements Megnsium sulfats Prevention: P264- Wash hands thoroughly after handling. Response: P305+P351+P338-IF IN EYES: Rinse cautiously with water for several minutes. Remove ome& lanes, if present and easy to do. continue dosing. P337+P313- If eye imtation persists: Get medical advicelatiention. Swinge: Nat Applicable Disposal: Not Applicable Other Hazartla Not Applicable NOTES SDS Is to be retained and available for use by employees and other users of the product SECTION 3. COMPOSITION/INFORMATION ON INGREDIENTS Chemical Name CAS No. Concentration Common name l Synonyms Monopotassium phosphate 7778-77-0 0.5-56 Not Applicable Potassium nitrate ]]5]-]9-1 0.5-56 Not Applicable Megnsium sulfats ]46]-86-9 0.5-16 Not Applicable Magnesium nitrate 103]]-60-3 I 0.5-56 Not Ap Ikable Ammonium nitrate 648452-2 I 0.5-16 Not Ap lkable Non -hazardous ingredients or those below disclosure reurements Not applicable 64-986 Not Applicable Emerald Harvest -Call Pro°Grow B - Professional 2~ Nutrient Series- SDS Ravlsed: Counter 22, 2019 Page 1 of 6 CA'A Notes ofi�D`j m SECTION 4. FIRST-AID MEASURES Inhalation R Dreamed in, move person into fresh air. If concerned, seek medical anentlon. Skin Contact Rinse with plenty of water. If concerned, seek medical attention. Eye Contact Rinse with plenty of water for at Nast 15 minutes. Remove combat lenses if easily possible. If Not Applicable inflation peculate, get medical attention. Ingestion On NOT induce sanding. Never give anything by mouth b an unconscious person. Rinse moum Not flammable. with water. It large amounts are ingested, get medlral attention immediately. Most Important Acute: Symptoms and Effects, EYE CONTACT: May cause imtation, itching, redness, watadrg. Acute and Delayed Chronic: NO Applicable Immediate Medical Treat symptomatically. Attention and Special Special Protective Treatment Equipment and SECTION 5. FIRE -FIGHTING MEASURES Extinguishing Media Suitable Extinguishing Notflammable, use extinguishing media appropriate for surrounding fire. Media and Emergency Unsuitable Not Applicable Extinguishing Media Flammability Not flammable. classification (OSHA 29 Containment and CFR 1910.106) Cleaning Up Hazardous Combustion Oddes of sulfur, phosphorus. Products Specific Hazards Arising Notapplicable. from the Product Special Protective Firefighters should wear proper protective equipment and self-cantained breathing apparatus with Equipment and Nil face piece. Precautions for Fire -Fighters SECTION 6. ACCIDENTAL RELEASE MEASURES Personal Precautions, Implement spill control plan. Al persons dealing with the dean -up sal be trained and weer the Protective Equipment, appropriate personal protective equipment Do not touch spilled product Ensure adequate and Emergency ventilation. Keep all other personnel upwind and away farm the Vill/release. Restrict access to Procedures area until completion of clean-up, Refer to Section 8, EXPOSURE CONTROLS AND PERSONAL PROTECTION, for additional information on acceptable personal protective equipment. Methods for Ensure spilled product does not enter Mains, sewers, waterways, or confined spaces. If Containment and necessary, dike well ahead of the spill to prevent runoff into Mains, sewers, or any natural Cleaning Up waterway or drinking supply. Verbiage area of release. Contain and absorb spilled latupd with non-combustible, inert abso ttenl material (a 9 sand), then place absoroent all Into an appropriate container ter later disposal (see Section 13). Contaminated absorbent material may pose the same hazards as me spilled product. Notify the appropriate authorities as required. Emerald Harvest -Call PW Orl B - Professional 2~ Nutrient Series - SDS Revised. October 22, 2019 Page 2 of 6 SECTION 7. HANDLING AND STORAGE \�aen ❑jdso SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Control Parameters Chemical Name ACGIH®TLV® Precautions for Safe Use with adequate ventilation. Wear suilable protective equipment during hantlling.Avoid Handling breathing mist or vapcure. Avoid contact with skin, eyes and cathing. Wash thoroughly after Not Established hantlling. Keep wnlainers closed when not in use. Ones! hions for Safe Store in a cool, dry, well varnished! area, away from incompatibles. Inspect Periodically for damage Storage or leaks. Storage area should be clearly identified, clear of obstruction and accessible only Is Not Esiableti trained and authorized personnel. Keep In original container. SECTION 8. EXPOSURE CONTROLS/PERSONAL PROTECTION Control Parameters Chemical Name ACGIH®TLV® OSHA PEL NIOSH REL Monopotassium phosphate Not Established Not Established Not Established Not Established Potassium nitrate NOT Established Nor Established Not Esiableti Not Established Magnesium sulfate Not Established Nof Established Not Esrabllsbed Not Established Magnesium nitrate Not Established Nof Established Not Established Not Established Ammonium Nitrate Not Established Nof Established Not Established Not LSMO Shim Notes 'Exposure limits may vary from time th time and from one jurisdiction to another. Check with local regulatory agency for the exposure limits in your area. Appropriate Engineering Controls Use general or local exhaust ventilation to maintain air concentrations below recommended exposure limits. Individual Protection Measures Eye l ace Protection Not normally required Wear eye protection ff usage may cause splashing. Wearing mMact lenses is not recommended. Sun Prosodies Not required under normal conditions of use. Wash after use. Respiratory Protection Not required under normal conditions of use. Do not breathe concentrated product. Other An eyewash station should be made available In the Immediate working area. SECTION 9. PHYSICAL AND CHEMICAL PROPERTIES Appearance Liquid Relative Density (water =l) 9.19 lNgal at 68-F 11A0 kgy- at 20-C) Odour NuAvallabse Solubility in Water Soluble Odour Threshold Not Available Solubility In Met Liquids Not Available PH 0.5-6.5 Partition Coefficient, n-0ctanol I Water (Log Kew) Not Available Melting Paint and Freezing Point Nat Available Auto -ignition Temperati Not Availabhe Initial Boiling Point and Bolling Range Nat Available Decomposition Temperature Not Available Flash Point None up to 100°C(PMCC) Viscosity Not Available Evaporation Rate Not Available Flammability(solid, gas) Not Applicable(liquid) Vapour Density (air =1) Not Available Upper and Lower Flammability or Explosive Limit Not Applicable Vapour Pressure Nat Available Sensitivity to Staticllmpad Not Sensitive Emerald Harvest -Call Pro°Grow B - Professional 2~ Nutrient Series - SOS Revised: October 22, 2019 Page 3 of 6 C.4,4 SECTION 10. STABILITY AND REACTIVITY e��a�"g DIVo Reactivity Not known or expected. Chemical Stability Stable under normal conditions. Possibility of Hazardous Reactions Will net occur. Conditions to Avoid Avoid confect with incompatible materials. Keep away from combustible materials and ignition sources. Drying on clothing or other combustibles. Incompatible Materials Oxidizing materials, acids. bases. Hazardous Decomposition Products On combustion, forms toxic fumes of sulfur and phosphorus oxides. SECTION 11. TOXICOLOGICAL INFORMATION Likely Routes of Exposure _Inhalation X Skin contact X Eye contact X Ingestion Acub Toxicity LC50(inhalation) Not Established LD50 (oral) Monopotassium phosphate -4040 mg/kg (Rat) Potassium nitrate - 3750 mgrkg (Rat) Magnesium sulfate- NotEstablished Magnesium nitrate - Not Estateished Ammonium nitrate -2217 mg&g (Rat) LD50 (datmal) Monopotassium phosphate -> 640 mgMg (Rabbit) Magnesium sulfate -1200 mg*g (Rat. Subcutaneous) Notes Not acutely toxic based on human or animal evidence. Skin Corrosion l Initiation Not Expected. Serious Eye Damage l Irritation packets. Pain. Tearing. Will be transient. Inhalation Not Expected. Ingestion Not Expected. STOT (Specific Target Organ Toxicity) -Single Exposure Not Expected. Aspiretion Hazard Not reported. STOT (Specific Target Organ Toxicity) -Repeated Exposure Not Expected. Respiratory andfor Skin Sensitization Not known to be a sentuzer. Carcinogenicity IARC reports inadequate evidence for dassiikation as human cardnogen. Notes Target Organs: Eyes. Emerald Harvest -Call PW Omw S - Professional 2~ Nutrient Series - SOS Revised. October 22, 2019 Page 4 of 6 Reproductive Toxicity Development of Offspring Nol reported. Sexual Function and Not reported. Germ Cell Mutagenldry Not expected to be a mutagen. Interactive Effects Not= ot reportetl. SECTION 12. ECOLOGICAL INFORMATION Ecotoxicity, Not expected to be toxic to the aquatic environment. Ingredient Specter LCIECw Not Applicable Not Avaflado Not Available Persistance and Degradability Not expected. Bioaccumulativa Potential Not expected to bioaccumulaw. Mobility In Soil Not Available Other Adverse Effects Not Available SECTION 13. DISPOSAL CONSIDERATIONS Disposal Methods Canadian Environments Promotion Act All Ingredients are listed in the DSL. Proper Shipping pName ptg Dispose of in aocertlance with all federal, provindalfstate, antl local regulations. Transport Hazard Consult with your local supplier for additional information. RCRA If this product, as supplied, becomes a waste In the United States, It may meet Ne criteria of a hazaMous waste as defined under RCRA, Title a0 CFR 261. It is the responsibility of the waste Classics) generator to determine Ne proper waste identification and disposal method. For disposal of Canadian TOG unused or waste material, check with local, state and federal environmental agencies. SECTION 14. TRANSPORT INFORMATION Regulation UN No. Proper Shipping pName ptg Technical Name for Transport Hazard Packing Group N.O.S. entry)I Classics) Canadian TOG Regulations" 49 CFR/DOT' IATA Regulations' IMDG Code' Note. NOtes:'NOT REGULATED FOR TRANSPORT Emerald Harvest -tall PW Orow B - Professional 2~ Nutrient Series - SOS Revised. October 22, 2019 Page 5 of 6 SECTION 15. REGULATORY INFORMATION CAA °o., f� US Federal Information`moi May 10, 2018 lists of Latest Revision g �IJ•- Components listed below are present on Me following U.S. Federal chemical lists: provided by the above supplier. -To the best of our knowledge, the information contained herein is Ingredients CAS TSCA CERCIA SARATTLEIII: Final determination of suitability of any material is me sole responsibility of me user. All materials SARAIOLEIII: Sec.313 may present unknown hazards and should be used with caution. Although certain hazards are Number Inventory RepokaEle Wath ec) Sec. ss Extremely Sure R -R Supplier Weakness oneness(WCFR os Rev dmeponse 11].302): SubOnn, W CFR 555: Monopotasslum 7778-71-0 Yes No No No No phosphate Potassium 7757-79-1 Yes No No No No nitrate Magnesium ]48]-88-9 Yes No No No No sulfate Magnesium 10377-60-3 Yes No No No No nitrate Ammonium 6484-52-1 Yes No No Yes Yes Nitrate Safety, Health and Canadian Envimnmenkl Protection Ad (CEPA)' Environmental All components of this product are on the Canadian DSL. Regulations NFPA Ratings Hazard or Risk Scale HMIS Ratings Hazard or Risk Scale O=minimal, 4 = Significant) 0=minimal, 4=Significant) Health 1 Health 1 Flammability 0 Flammability 0 Reactivity 0 1 Physical Hazards 1 0 Specific Hazare 0 I Personal Protection I X SECTION 16. OTHER INFORMATION Deep of Creation May 10, 2018 lists of Latest Revision October 22, 2018 Disclaimer This Safety Data Sheet (SDS) was preparetl by iHazmat Regulatory LM., using information provided by the above supplier. -To the best of our knowledge, the information contained herein is accurate. However, neither the above-named supplier, nor any of Its subsidiarks, assumes any liability whatsoever for me accuracy or completeness of me informauon contained herein. Final determination of suitability of any material is me sole responsibility of me user. All materials may present unknown hazards and should be used with caution. Although certain hazards are described herein, we cannot guarantee that mese are the only hazards that exist. 'SDS compliant WM W MIS 2015 add OSHA HAZCOM 2012 Emerald Harvest -Call Prostitutes S - Professional 2~ Nutrient Series - SOS Revised: October 22, 2019 Page 6 of 6 1 Prgetl JOERN. /ASTRA SERIES -1 FREIGHT CONTAINER 9hxvtno e, ENGINEERING Wind Analysis 1 'm cak.M Dare the by Dere Mo'eh pale N 1013012020 WIND LOADING In accordance with ASCE7-16 Using the directional design method Tacks wic ula sn wrvon 2.1.07 i 3g En� Building data Type of roof Flat Length of Width of building g b d= 50 ft Height m eaves H=9.50It t Mean height h = 9.50 ft (6 General wind load requirements Basicwfnd speed V=149.0 mph Risk category II Velocity pressure exponent war (Table 26.6-1) Ke=0.85 Datatysqnk sr Ty,,, Ground elevation above sea level 41=SUN ft Tyrone ,rygtl aam� Ground elevation factor K.=exp(-0.0000382' zgVl lt)=0.83 Exposure category(cl 26].3) C R Cartel/p Enclosure classification (d.26.12) Enclosed buildings zo. mis. Internal pressure coat+ve(Table 26.13-1) GCuy=0.18 Internal pressure coef-ve(Table 26.13-1) GCq„=().18 Gust effect factor G=0.86 Minimum design wind loading(cl.2T.4.]) p.n =81"2 Topography Topography factor not significant Ka=1.0 Velocity pressure equation q= 0.00256'x:' KaKa' V2' 1 mVmph2 Velocity pressures table Peak velocity pressure for internal pressure Peak velocity pressure- internal (as roof press.) qi=34.26 ps1 Pressures and forces Net pressure p = q - Gr' Ca- ql' GCI, Net force F.= p"Am 141 z(N I 14(Table26.10-1) th psf) 0.50 I0.85 34.26 Peak velocity pressure for internal pressure Peak velocity pressure- internal (as roof press.) qi=34.26 ps1 Pressures and forces Net pressure p = q - Gr' Ca- ql' GCI, Net force F.= p"Am 141 1 P,getl SERIES -1 FREIGHT CONTAINER JOERN. /ASTRA Peak velocity NaetmLw, ENGINEERING Wind Analysis 2 'm C k.M Dere Mk'd by Pere P pale F. 34.28 -20.73 370.50 (R) Mo'eh (Pei) (Pat) N 1013012020 71.25 -1.89 D 9.50 -1.23 34.28 41.88 185.25 -7.76 B 9.50 -0.70 34.28 -26.55 107.25 -2.85 Roof load cue 1 - Wind 0, GCp 0.18, op. Total vedical net force F..=40.61 kips Total horizontal net force F.,h=0.00 kips Walla load meet 1 - Wind 0, GCr10.18, c Zone Rd. height (R) Ref. Extpressure Peak velocity Netpressure Area Net force 9.50 0.80 Zone height coefficient ci, pressure qp P Aar F. 34.28 -20.73 370.50 (R) c (Pei) (Pat) Itt') (kips) 71.25 -1.89 D 9.50 -1.23 34.28 41.88 185.25 -7.76 B 9.50 -0.70 34.28 -26.55 107.25 -2.85 Total vedical net force F..=40.61 kips Total horizontal net force F.,h=0.00 kips Walla load meet 1 - Wind 0, GCr10.18, c Zone Rd. height (R) Extpressure ccei8cient y, Peak velocity pressure qa (Psi) Netpreasure p (Pat) Area Am (I NOloree F. (kips) A 9.50 0.80 34.28 17.13 370.50 8.35 B 9.50 -0.50 34.28 -20.73 370.50 -7.68 c 9.50 -0.70 34.28 -26.55 71.25 -1.89 D 9.50 -0.70 34.28 -26.55 71.25 -1.89 Overall loading Ref. Projected vertical plan area of wall Aw,v. o=b`H=370.50 IF Projected veNcal area of roof A 1_._0=0.008° Minimum overall horizontal loading F.mai.s=pnn.'Awn_w_G+p..,_,'Awn_�G=5.99 kips Leeward net force FI=F.,.a=-7A kips Windward net force F.=F.,w=6.3 kips Overall horizontal loading F.mm=max(F.-FI+F.h, Fonn)=14.0 kips Roof load cue 2 - Wind 0, GCp -048, -0ch (R) Total vedical net force F..=0.27 kips Total horizontal net force F.,h=0.00 kips Walla load meet 2 - Wind 0, GCPi 4.18, 41q. Zone Ref. Ext pressure Peak velocity Nelpressure Area Net force Zone height coefficient cp pressure qp P Aar F. B (R) -0.50 (Psq (Pat) Itt') (kips) A (+ve) 9.50 -0.18 34.26 0.93 185.25 0.17 B (+ve) 9.50 -0.18 34.26 0.93 107.25 0.10 Total vedical net force F..=0.27 kips Total horizontal net force F.,h=0.00 kips Walla load meet 2 - Wind 0, GCPi 4.18, 41q. Zone Rd. height (R) Extpressure ccei8cierrtq Peak velocity pressurege (Psi) Netpressure P (Pat) Area Am (I Net fora F. (kips) A 9.50 0.80 34.28 29.47 370.50 10.92 B 9.50 -0.50 34.28 -8.39 370.50 4t.11 c 9.50 -0.70 34.28 -14.22 71.25 -1.01 D 9.50 -0.70 34.28 -14.22 71.25 -1.01 Overall loading hehenp� Projected veNcal plan area of wall A.1_._o=b`H=370.50 IF Projected vertical area of roof Are1_,_G=0.00 fa 1 P,getl SERIES -1 FREIGHT CONTAINER JOERN. /ASTRA Netpressure P (Pat) Area Am (Rr) 9t,tetwl , ENGINEERING Wind Analysis 34.26 3 'm C k.M Dere Mk'd by Dere Mo'eh Date 71.25 N 1013012020 34.26 32.38 35.63 -1.15 370.50 -9.84 C (-ve) 9.50 -0.50 34.26 .20.73 Minimum overall horizontal loading -1.48 F.mui.w=p.n.'A..e_._o+p,,.,_,• A..4_,_o=5.93 kips Leeward net force D (-ve) F=F.,we=S.1 kips Windward net force 34.26 Fw=F..e=10.9 kips Overall horizontal loading .2.24 Fw,mm=max Fw-F+F.,e, F,. ruin)=14.0 kips Roof load case 3 - Wind 90, GCp 0.18, ch Total ventral net force F..=-6.02 kips Total horizontal net fame F.n=0.00 kips Walla load case 3 - Wind 90, GCp 0.18, cw Zod Zod Ref. height (R) Extpressure coefficient cPr Peak velocity pressure qP (Pei) Netpressure P (Pat) Area Am (Rr) Net force Fw (MIPs) 9.50 0.80 34.26 9.50 -0.90 34.26 -32.38 35.63 -1.15 34.26 -11.99 71.25 9.50 -0.90 34.26 32.38 35.63 -1.15 370.50 -9.84 C (-ve) 9.50 -0.50 34.26 .20.73 71.25 -1.48 D (-ve) 9.50 -0.30 34.26 -14.91 150.00 .2.24 Total ventral net force F..=-6.02 kips Total horizontal net fame F.n=0.00 kips Walla load case 3 - Wind 90, GCp 0.18, cw Zod Ref. height (ft) E#pressure coefficient cw Peak velocity pressure qP (Psi) Net pressure p psf) Area A,a (I Net force Fw (kips) A 9.50 0.80 34.26 17.13 71.25 1.22 B 9.50 -0.20 34.26 -11.99 71.25 -0.85 C 9.50 -0.70 34.26 -26.55 370.50 -9.84 D 9.50 -0.70 34.26 -26.55 370.50 -9.84 Overall loading RN. height (R) Projected vertical plan area of wall Awti.w=d'H=71.2502 Projected vertical area of roof Awv_eo = 0.0111 02 Minimum overall horizontal loading F.mni.n=p.n.-A..e_._w+p.n, XM ,_m=1.14 kips Leeward net force F=F.,.e=-0.9 kips Windward net force Fw=F..e=1.2 kips Overall horizontal loading Fw,mm=max Fw-Fi+F.,e, F,m rnn)=2.1 kips Roof load case 4 - Wind 90, GCp.0.18.+cw 9.50 Zod RN. height (R) Extpressure coefficient p• Peak velocity pressure qP (Psi) Netpressure P (Pat) Area Am (I Net ford Fw (kips) A (+ve) 9.50 -0.18 34.26 0.93 35.63 0.03 B (+ve) 9.50 -0.18 34.26 0.93 35.63 0.03 C (+ve) 9.50 -0.18 34.26 0.93 71.25 0.07 D (+ve) 9.50 -0.18 34.26 0.93 150.00 0.14 Total ventral net ford F..=037 kips Total horizontal net fame Fwn=0.00 kips 141 1 P,getl Swoon S-1 FREIGHT CONTAINER JOSRM. /AS TR A Pealiveloclty pressuregP (Pail 9wwtno my ENGINEERING Wind Analysis 4 'w D kn tq Dere Ms SY Dere 29.47 Dale 2.10 B 9.50 bo'eq 34.28 0.34 N 1013012020 1 c 9.50 D.70 34.28 -14.22 370.50 5.27 D 9.50 D.70 34.28 -14.22 370.50 5.27 Walls load case 4- Win0 90, GCP 4.18,+cw Overall loading Zone Ref. NaIgM (N) Extpressure coafficiaM CP, Pealiveloclty pressuregP (Pail Netpressure p (Psf) Area A,f (I Net force F. (kips) Leeward net force Fi=F.,.e=0.0 kips A 9.50 0.80 34.28 29.47 71.25 2.10 B 9.50 D.20 34.28 0.34 71.25 0.02 1 c 9.50 D.70 34.28 -14.22 370.50 5.27 D 9.50 D.70 34.28 -14.22 370.50 5.27 Overall loading Projected vertical plan area of wall Awa _._®=E'H=71.25Its Projected vertical area of roof Awn, vu=0.00W Minimum overall horizontal loading F.eeL+=P,,. �Aws_w_w+pni..'Xw,_w=1.14 kips Leeward net force Fi=F.,.e=0.0 kips Winward net force F.=F..w=2.l kips Overall horizontal loading F.m, max(F.-F,+F.e, F.� mn)=2.1 kips 7 E5ft—� 1 1 IT' 4 S 3911 Pun .yl ht,al CAA �cporng ao4o Wlntlwartl taw 8 E5ft—� 1 1 I: 3911 Sltle taw Leeward one CAA �cporng ao4o 1 Rgetl SERIES -1 FREIGHT CONTAINER JOE RN. /ASTRA ENGINEERING wind ADRlois 5 'm :aicM Dere Gk'd by Dere Dem Mo'eh N 1013012020 { A a I f f f 39k7N h75 ft� Side lace windward race Leeward tare NCAA 1 Nisid SERIES -1 -1 FREIGHT CONTAINER Job RN. /ASTRA Density of snow Sinai ENGINEERING Snow load Transverse 1 'm Cnk.M Dere dol by acre Mo'eh sale lnn ortanee category (Table 1.5-1) N 1013012020 I. =1.Oo Min snow load for low elope mots (Sect 7.3.4) Pt an = L' 20 IW = 20.001610' Flet roof snow load (Sed 7.3) pr=0]•C.'G•1, PN=26./61W $NOW LOADING In accordance with ASCU46 remeuwi.we..alm la.m Building details Roof type Flat Width of roof b=7.500 Ground snow load Ground snow lead (Figure 7.2-1) N=35.001b10° Density of snow y= mini 13 -pe 110+1411301bHP)=18.651W Terrain typoSect. 26.7 C Exposure condition (Table 7.3-1) Fully exposed Exposure factor (Table T$1) C.=0.90 Thermal condition (Table 7.3-2) Unheated structures Thermal factor (Table 7.3-2) G=1.20 lnn ortanee category (Table 1.5-1) II Importance factor (Table 1.6-2) I. =1.Oo Min snow load for low elope mots (Sect 7.3.4) Pt an = L' 20 IW = 20.001610' Flet roof snow load (Sed 7.3) pr=0]•C.'G•1, PN=26./61W Balanced load X26.5 psf Roof elevation CAA �cpoing Orv.`;`O 1 Nisid SERIES-1 -1 FREIGHT CONTAINER Job RN. /ASTRA Density of snow Sinai ENGINEERING Snow Load Longitudinal 1 'm Cnk.M Dere dol by acre Mo'eh sale Importance category (Table 1.5-1) N 1013012020 I. =1.Oo Min snow load for low slope mots (Sec[ 7.3.4) Pt an = L' 20 IW = 20.0016192 Flet roof snow load (Sad 7.3) pr=0]•C.'G•1, PN=261Its02 Balanced load 6.5 psf SNOW LOADING In accordance with ASCU46 remeuwi.we..alm la.m Building details Roof type Flat Width of roof b=39.000 Ground snow load Ground snow lead (Figure 7.2-1) N=35.001W Density of snow y= mini 13 -pe 110+1411301bHP)=18.651W Terrain type5ect. 26.7 C Exposure condition (Table 7.3-1) Fully exposed Exposure factor (Table T$1) C.=0.90 Thermal condition (Table 7.3-2) Unheated structures Thermal factor (Table 7.3-2) G=1.20 Importance category (Table 1.5-1) II Importance factor (Table 1.52) I. =1.Oo Min snow load for low slope mots (Sec[ 7.3.4) Pt an = L' 20 IW = 20.0016192 Flet roof snow load (Sad 7.3) pr=0]•C.'G•1, PN=261Its02 Balanced load 6.5 psf I 39 Roof elevation KE bwmea W W %K Cnnlamec Inc. r over Eii'n (pelerQowanaarainacwm) ISO Store ONer'. OP-3]2]8410omnbadec 4019-06-07 ISO 1496-1:2013(h) Annex A (normative) Diagrammatic representation of capabilities appropriate to all types and sizes of general purpose containers, except otherwise stated 1KN = 224.811is NOTE 1 The externally applied forces shown below are for one end or one side only. The loads shown within the containers represent uniformly distributed internal loads only, and such loads are for the whole container. NOTE2 The figures in this annex correspond to the tests described in b.2 to fid3 only where marked. NOTE3 For definitions of R, P and T. see b i 1. E19 re No. End elevations Side elevations Mice MNN WKN W2 KN 1.0 R -T A.1a 1.0 942 101,1.BRp Wzlw1,8/� ,— z. — Wwg W2KN. a a a Not Applicable to l D and IDX containers Not Applicable to l D and IDX containers iq KN mf KN 1AR-T A.1b 1,8Rp tAR9 Ld NN, bl pl, 4 Applicableto S EE and 1 EEE containers only 200 IM KN i.e R -T alc am zro lw,— zec a3, a Applicable m t EE and 1 EEE containers only 0ISO 2013 - NI rights reserved almond W W %K 3onlanec Inc. r Peter Ellis anderEoreanaarelnacmm) ISO Site ONer'. OP-3]2]8410ownbaded 4019-06-7 Sal oder licence only, wWdW and networking pronlnlled. ISO 1496-1:2013(E) Fig- re No End elevations Sideelevations d0a Iw dw Iw fia-rAMBRp A A y Lw IPI.— dwlw.— d d Applicable to 3 EE and 1 EEE containers only RNIW 3M NN RUIw YN qI 1,8 R -T1,8 R -T A.Se ad M+1AR9 RWM 1 P4 Rza lw. 1.3129TN Iw.11 Applicable to l0 and 1DX mdtalners only Applicable to l D and 1 D containers ovly Toplift 10 P4AllP4 R R A.2a 0 0 AV TD All Tp /$ To !b TD 2-7 a s z a 2-7 An Pw z z A.2b 0 RB T9 R9 T9 2-7 R d Applicable to 1 EE and 1 EEE containers only Top lift Test No.2 co� 16 ®1502013-Allrightsmse Ural W W %K CnManer Inc. r near UPS (peterQoreanaarelnacmm) ISO droll OP-3]2]84/0scwnical 2019-0B4W Smile user licence only, wRiW and retwoMm9 pronlnne0. ISO 1496-1:2013(h) P1g" Endelevatlons Eideelevatlons re No. /m2R-T Fo ft FO z z z z A.3a 2F -i Not applicable to 1 D and 1 DX containers Not applicable W 1 and IDX containers 22 A.36 2R -T Applicable W t EE and 1 EEE containers only TopliR Test No.2 2RB A.3c PSI 2R -T Applicable to 1 Dand 1D%containers only FB FB N FO 2tlnB 2YS0 2eFB 2F -T 2tlnB A.4a LLIJJ e e RB P� 2ainB 2R -T 2sil A.46 B 9 Applicable W t EE and IEEE containers only Restraint Qongimdinal) fl -T A.Sa ®1 ED 2D13 -All rigM1[s reserved Licensed towaN comma Inc. f Purer Ellis (parer@owanwnrarnecwml ISO Store ONer'. OP-3]2]841muenbaden 201MM7 Single neer licence only, co irg and retwoMlnp prohibited. ISO 1496-1:2013(H) Fil re No end elevations Sldeelevetlons A.Bb R -T R➢ Rp aApplicable to 1 EE and 1 EEE containers only A.6a Po NO R -T A.6N R -T Po Po aApplicable to 1 EE and 1 EEE containers only A.] Endloating Teal EE A.8 Side loading Test No.6 B.B Pg Roof load Tett No. A.9 Applicable where a rigid roof is provided Applicable where a rigid roof is provided Wheel loads Test Na8 A.10 2 x 3880 an rl f C1 airy ri 0ISO 2013-A 11 rights rese e4 Po bwnsea hit oaraauner Inc. r Poor Elis (pelerRoceanamelnercor. ISO Sbreine r'. OP-3]2]84/13cwnbal 4019-08-1)7 Single user llrenre only, chi and networking prohibited. ISO 1496-1:2013(E) Fig- re No. Endelevatlons Sideelevations Rigidity(tranaversel Test n°9 i Test loree=lSU kid MINI k -L -1m KH A.ssa endhourne Forced at 45'position (rop corner fitting) and ser.'oral at 45' position(bottom comer fitting] �I �I 'I 'I / / I 1150101 I A.dab V V i �/ i Enthrone Forced at position (top inrehmediate fitting)and secured at 40'posifion(throom intermediate hitting) 1mKNiz Asst qtl Forced at 45' postal (top comer fitting) and seemed at 40' position(bottom inter mediae fitting) r I tm Kx }*— }______tm q! A.ttt IIV / I / Forced at position (top intermediato fitting) and seared at 45position(bottom corner fitting) ®150 2g13 - NI rigM1[s reserved Umnaea W W&K 3onlamec Inc. r Peter Ellis (pe eriForeanamelnar.mm) ISO Sore ONer'. OP-3]2]84/13cwnbered 2019-064W Sal user licence only, copying and retworkmp probmne0. ISO 1496-1:2013(H) Fig- Endelevatlons Sideelevatlons re No Ritiail(transverse) Trstn°9 i f I Ted: Farm =150 kN t5p l0i k,F__}_________,5g A.I2a Forced at 45' position (top corner fining) and secured at 45' position (bottom corner rifting) r 1 / I A.12]a 1 /i Forced at 40'position (mp intermediate fitting) and secured at 40'posidon(bottom Intermediate fitting) i Mail W Kn -- A.12c ,r---------, Forced at45' position (top toner fitting) and secured at40' position (bottom IntttmMlate facing) /I /I f I / ,601P! ,r—�------,�t sg_L_ AAM 1 I Forced at 40' position (mp intermediate fitting) and seared m 45'position (formed corner fitting) R,gid,ty(IongltudNal) 75M 1 1 Test n° 10 Test force =g5 kN I I I I A.17a T51Qf P411 sa,a C" ®iso 2013 -All right rese e4 ng around W V A K QmmaOer Inc. r Pel& Ells (perer@oreanamelnercon') ISO Sirre ONer'. OP-3]2]8410ownbaden 2019-064W Sande over licence only, o lrg and reworked probtated. ISO 1496-1:2013(h) Fig- e No. lndelevatlons Sideelevardons Forced at 45position (top corner fares) and secured at 45' position (bottom comer fitting) A.l]b I I I I ]S qJ I I ]51W Forced at 45' positlon (top corner fitting) and secured at 40' pushing (bottom intermedin fitting) Alga 75 NN TSIs I I I I I 1 I Forced 945'posltlon(cap corner fitting) and secured at 45' position (bottom corner fitting) A.lgb I I I tsgNI I 75M Forced at 45' position (top comer fitting) and secured at 40' position (bottom intermedin fitting) A.19 LThe ty eofloamem (Tae rypeoflonmentis Inadmissible except an applies A.3a) A.RO Lashingseveremeat Not applicable to 10 and lD%ronminrers. 75M e4F ---- TS NN A.21 Fork-I@poakels Test No. 11 Applicable to 1M lC. XX and IDX containers when fitted with one set of fork-lift pockets. 018 ftp 0,8 rb (mlell pdN) �µnunpw 4 0150 2013 - All rights reserved � ► 44" City of Wheat Ridge '/� Commercial Accessory Structure PERMIT - 202001457 PERMIT NO: 202001457 ISSUED: 08/13/2021 JOB ADDRESS: 4900 Kipling St EXPIRES: 08/13/2022 JOB DESCRIPTION: Horticultural facility to be behind Natural Grocers, one stand along prefabricated structure. Electrical and plumbing required. Sq. ft: 320 *** CONTACTS *** OWNER (720)502-5190 MONTT WHEATR I DGE SUB (303)999-7012 KENNY ANDERSON 210180 K & S PLUMBING LLC SUB (303)905-9543 COLBY D. SMITH 140282 ACOLBY ELECTRIC, INC. *** PARCEL INFO *** ZONE CODE: UA / Unassigned USE: UA / Unassigned SUBDIVISION CODE: 142 / BLOCK/LOT#: 0 / *** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 25,000.00 FEES Total Valuation 0.00 Plan Review Fee 287.33 Use Tax 525.00 Permit Fee 442.05 ** TOTAL ** 11254.38 *** COMMENTS *** *** CONDITIONS *** A printed copy of the permit and city stamped on-site plans must be available on-site for the first inspection. Approved per plans and red -line notes on plans. Must comply with 2018 IBC, 2020 NEC and all applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections. **Prior to final inspection approval - As-builts are required before approval of the Building Final Inspection and Certificate of Occupancy can be issued. Per plans, structure shall match building color. 1* � 4 41' PERMIT NO: JOB ADDRESS: JOB DESCRIPTION: City of Wheat Ridge Commercial Accessory Structure PERMIT - 202001457 202001457 ISSUED: 08/13/2021 4900 Kipling St EXPIRES: 08/13/2022 Horticultural facility to be behind Natural Grocers, one stand along prefabricated structure. Electrical and plumbing required. Sq. ft: 320 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 thispermit and perform the work described and approved in conjunction with this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications. Signature of OWNER or CONTRACTOR (Circle one) Date 1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures. 2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building Official and may be subject to a fee equal to one-half of the original permit fee. 3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard requirements, fees 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. 08/13/2021 Signature of Chief Building Official Date REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. ♦� City of Wheatldge COMMUNITY DEVELOPMENT CityofWheat Ridge Municipal Building 7500 W. 20 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2855 F: 303.237.8929 Permit Extension Request Form Permits 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 may 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. Re -issuance or extension of expired permits is at the sole discretion of the Chief Building Official and is not guaranteed. Please complete this form in its entirety and submit to the Building Division at permits(cki.wheahidge.co.us or fax to 303-237-8929. Party requesting permit Permit # 202001457 Natural Grocers (Representative - Steven Levesque) Property Address: 4900 Kipling St., Wheat Ridge, CO Phone# 720.599.3312 Email Address: Slevesque@roguearchitecture.com Reason for extensionrequest: Client is going through the Colorado DOLA certification process and is currently waiting on the certification approval before resubmitting to the City of Wheat Number of days requested: 90 days Printed Name: Steven Levesque Signature: C� Date: 01.26.2021 For office use only 11��' This request has been: Kpproved ❑ Denied Extended until. 7/26/2021 Approved by: Daze: 1/26/2021 www.ci.whealridgaco.us SYSTEM/UNIT RTU -1 i4i A. ilk{ JM i► iee ILII � II III ul DATA TDESIGN i ACTUAL AWA�E DATA iT «. Total I SII AWII ..... •}srL Sucfion S. P. Fan - RPM g"11111 MOWN m • IIv tlts .. Retum Air CFM REMARKS: (1) No Name Tag On Motor, Info Taken From Unit Tag. TEST DATE / READINGS Y M TEST DATE: 5/04/15 READINGS BY B Rocky Mountain PROJECT Natural Grocers LOCATION Roof SYSTEWUNIT RTU -2 TEST DATE 5/1/2015 �IIJIN�I�I�� TEST NIIIII I L INATA Oischargae S. P. !Suction io�N iw ISI � P. eat oil L S. ♦wling s .@eh@IVat �Co P7 READINGS BY `r Rocky MountainBalance V AIR OUTLET *r0*0 TEST REPORT PROJECT Natural Grocers SYSTEM TEST DATE, 5/01/15 READINGS BY LB TEST APPARATUS Shortridge Muftimeter SERVED W• :' REMARKS: TEST DATE, 5/01/15 READINGS BY LB , PROJECT • LOCATION Roof SYSTEMAJNIT RTU -3 TEST DATA TEST DATA �® • • ' s r • ► ►WAIVA 1:7== - ! s Air CFM Mad Return Air CFM REMARKS: M TEST DATE ! 1 N BY ,ISR • ocky Mountain Balanceo♦ TEST DATE: 4/30/15 READINGS r °. it YI RockyMountain Balance'- LOCATION Roof r . r (1) No Name Tag on Motor, Info Taken From Unit Tag. t WF: # • tF:.:i � a. TEST DATE 5/4/2015 NGS BY LB KOcky Mountain Balance Co. AIR OUTLET TEST REPORT PROJECT Natural Grocers SYSTEM RTU -4 TEST DAT 5/04115 READINGS RY L RMountain Balance Co, SERVED f � � TEST DAT 5/04115 READINGS RY L RMountain Balance Co, .:0 LOCATION Roof *.. Iffiso L '#T' �v� S DATA y Motor Volts Outside A1r CFM iRetum Air CFM r TEST Y s. A BY LB Rocky Mountain Balance Co. w-'11-molvillm q . * . PROJEcT Natural Grocem SYSTEM RTU -6 APPARATUSTEST ,. Mutfirneter AREA KEA SERVED W mi ON m I INIMMMIN 1010 M... ... mmm A mm O ... M mm 7mmm11100110 WMEMIMINW11110 ... 111MMIN M110�01110 MIN IN 1� 01, mm NO WIM101110 ��mw 1110 ON NO m N. TEST DATE: 4/30/15 READINGS BY LB Rocky Balance M ,n PROJECT • LOCATION Roof SYSTEMAJNtT RTU -6 I�IIIIIIIIIIII` III VIII II IIIIIIL�f � a ..,a ag%=II 1' mil!dzff A. TEST DATE 4/30/2015 READINGS Rocky MountainBalanceCo. AIR OUTLET TEST REPORT PROJECT Natural Grocers SYSTEM RTU -6 DATE:TEST A READINGS d.. 'M Rocky Mountain Balance TESTAPPARATUS Shorbidge DATE:TEST A READINGS d.. 'M Rocky Mountain Balance 4 Up FAN TEST REPORT toil PROJECT Natural Grocers TEST {5/1/2015 READINGS�r.. r Rocky { Balance 1 A. �.. " r wt a s. a .wck Vodef Number Number Motor Sheave Make/Model ',!Direct Drive Direct Drive 'Motor Sheave Diam./Bore Direct Drive Direct Drive Fan Sheave Make Direct Drive Direct Drive 'pirect Drive 'Fan Sheave Diam./Bm Direct Drive ki Direct Drive �No. BeltsNaketS 'Direct Drive !Sheave Distance _jjDirect Drive i Direct D e !!Direct Drive I TEST DATA Total TEST {5/1/2015 READINGS�r.. r Rocky { Balance AIR OUTLET ST REPORT PROJECT Natural Grocem SYSTEM- TEST DATE: 5/01/15 READINGS BY LB Rocky Mountainv_ Co. TEST APPARATUS 2LortridE Muffirneter REA ASERVED o� WININIM _ INIMMMIN �W _ � mmmmm 3 m mmm .. MWINUMMIN WI INION ININNOMMININ REMARKS. KIM N WMINSINNIM mmmmm 0 MIN �Wlmmmm 10=0001110 MIMMI KIM KIM mmmm m MAIN mm TEST DATE: 5/01/15 READINGS BY LB Rocky Mountainv_ Co. N —JL FAN TEST REPORT *tfl 3 !R --LW PROJECT Natural Grocers w 1: Men's Restroorn SerialRoom M .m.i • • 42 1 teqt Volts/phase/Hertz ��.. Sheave JS j Direct Drive ave Diam./sore 11 Direct Drive 1 111 MOM Direct Drive SheaveMotor Fan Make- r'III��1 !'Direct Ddve Q A -Q- [Direct Drive _TEST D ATA A Un M ""�. TEST DATE ` ° Rocky MountainBalance Co. AIR OUTLET TEST REPORT PROJECT Natural Grocers SYSTEM EF -7 TEST DATE: 5/01/15 READINGS BY LB I Rocky ♦ • APPARATUSTEST jdi + Multimeter pp> .. m-, V TEST DATE: 5/01/15 READINGS BY LB I Rocky ♦ • FAN TEST REPORT PROCT Natural Grmers TEST DATE 5/1/2015 READINGS By LB R6* MountWin__dW1a_nce Co. FAN NO. EF -7 • um r ! 0* Seriali ,► .: * * Greenheck Motor Sheave Make/Model DirectDrive Sheave Diam./Bore Fan Sheave Makei xs TEST DATAi • „ ► y � # In/Out�: *— r r TEST DATE 5/1/2015 READINGS By LB R6* MountWin__dW1a_nce Co. Select Roofing Attn: Zack Stanevich MT-17-POW45-041V Wheatridge, CO MEE= Tkis letter is t project was inspected both during and after the installation process, by Versico. Accordingly, the Versico Total System, NDL (No Dollar Limit) Warranty is being processed. Versico will release the warranty promptly upon completion of processing. Sincerely, Tim Patz — Roofing Resources, Inc. Versico Representative - CO P,O, Box 1289 Carlisle, PA 17013 toll free, 7 800,992,7663 www.versfcoacorn Select Roofing �fo___t92 Ft. Collins, CO 80525 Attn: Zack Stanevich Wheatridge, CO Lpm�� project was inspected both during and after the installation process, by Versico. Accordingly, the Versico Total System, NDL (No Dollar Limit) Warranty is being processed, Versico will release the warranty promptly upon completion of processing. Sincerely, J Tim Patz — Roofing Resources, Inc. Versico, Representative - CO RO, Box 1289 , Cadisle, PA 17013 toll free / 800,992,7663 www.versico.com Tom Condict From: Jon Eldridge- - McGlamery <je1dridge@vertexeng.com> Sent: Wednesday, May 6, 2015 11,42 PM To: Tom Condict Subject: Monument Sign ME I I'll, I i r1T7MT1 foundation as constructed in the field (without formal inspections). Call with any ftirther questions - U= VIVI-0175 77M Vertex MeGamery MOBILE 330,281 1648 If you are not an intended recipient of confidential and privileged information in this email, please delete it, notify us innediately atand do not use or disseminate such information. 1. 2. 3. 4. 5, 6. 7. 8 9 10, VALLEY WATER DISTRICT PROJECT RELEASE FORH We hereby affirm that on 2015 , �ill vilves and hydrants installed on Project #14 -NP, tided rour6 Cr_-,Oeci(JfLi were inspected and found to be completely operational and in the proper operating We further affirm that in order to install the above pro- ject, a total of S7 existing valves needed to be closed, and that all of these valves have been returned to their proper operation positions. These valves are included on the attached area map. 11yBrant Valves (New) Valves Number Initials Number Initials Number Initials ---------------------------------------------------------------- CONTRACTOR- N ii. me: By VALLEY WATER DISTRICT: Name Title- 05/08/2015 11:30 3034240632 CLEARVALLEY SAN PAGE 01/02 +� k ♦ it NSMCT k A (a quasi { i#. }: ArvakCobrWoj FROM* CLEAR CIFX,VALLEy & S. DISTRICT 1. - 4194 "AGES TO FOLLOW C T A,PuTW, P 05/08/2015 11.30 3034240632 CLEAR CRK VALLEY SAN PAGE 02/02 PHONE 303-424-4194 5420 HARLAN ST, P,O► BOX t 56 ARVADA, COLORADO CLEAR CREEK VALLEY WATER AND SANITATION DISTRICT (A QUASI MUNICIPAUTY To all concerned parties;. The property at 4900 Kipling was inspected by Clear Creek Inspector Personel.and measurements taken. leanouts were installed and sewer was connected into M.N. 309 Tap # 268 on mile at District Office. Any questions or concerns contact us at office thank you Kevin Ramirez ZDisfct Manager r Brad Urnbarger From: Brad Umbarger Sent: Thursday, April 16, 2015 7:24 AM To: 'Brett Boleski' Subject: RE: Natural Grocers - 4900 Kipling St would be required to be installed. BE= From: Brett Boleski mailto:brettbacivenandassociates.com] Sent: Wednesday, April 15, 2015 2:26 PM To: Brad Umbarger Cc: Laura Yanoviak (lar aaveaaarchitecture.com); Curt Barton Subject* Natural Grocers - 4900 Kipling St Brad, Please see the attached letter regarding the building's grounding electrode system as requested, Given and Associates, Inc. 735 S. Xenon Ct, #201 so ates,nc. 01 ciJ n Ct * #2 Lakewood, CO 80228 5 Direct: 720-638-6588 1•B Office: 303-716-1270 X26 Fax: 303-716-1272 e 70 I V E N & ASSOCIATES INC Mob ECkA iCAL S, ELECTRICAL ENGINEERS 00-OMBRWTIM .. Umbarger WheatCity of de 00 W. 29th Ave. Ridge,Wheat CO 800 33 Project: Natural 4900 Kipling Ridge,Wheat CO 80033 • a R06 rr • ilkOl I • * m a WON F, 101 Offle _ E � s l -•- .,. �- ,.- gaff Given, P.E. Given and Associates `bD0 735 South Xenon Court Suite 201 Lakewood, CO 80228 architects contractor. McPherson owner Equity Ventures address: 200 Dahlia Street Denver, GO 80220 E��� • No 717#77#^R-7777-07�- Qwr-W=W� 17JF* project no.: 14.0430.VCOWR The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum • Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change(s) to the Work as consistent with the Contract Documents and return a copy to the Architect. olai2j-, . 0 � ASI #5 is being issued to clarity revisions to Vitamin Casework layout, requested by Natural Grocers. 1. SheetA10 - Revise Vitamin casework layout per attached sheet Al 0. ISSUED BY- Peter F Einsle, A Kevin Stees (NGVC), Craig Lofton (Equity Ventures CD), David Meyer (Equity Ventures CD), Mark McPherson vluft Ventures CQ� David Grooms Lance VanDemark 'Vertex�r Jon Eldrid-*e (McGlamery), Brett Boleski (Given), Mike Tamburro (Given) 1335 Dab St, Unit A I Denver, CO 80204 303,8724487 720.841.7301 720.86Z3822 vegaarchitecture'Com ADDRESS TEL MOB FAX UAL o (", o contractor: McPherson owner: Equity Ventures address: ►00 Dahlia Street Denver, CO 80220 MR project no.: 14.0430,VCOWR 3-203Ms s The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum • Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change(s) to the Work as consistent with the Contract Documents and return a copy to the Architect, DESCRIPTION: 1. REVISE Sheet G1 - Cover Sheet - Index of Drawings revised to indicate sheets affected by AS11 A Lchiftqt-ural 7. REVISE Sheet A2 - Architectural Site Plan 1335 Bab St, Unit A I Denver,, CO 80204 30&872.0487 720,84,1, 7301 720,862,3822 vegaarchitec tar e,corn ADDRESS TEL MOB FAX URL 1335 Bab St, Un4 A I Denver, CO 80204 '303.872,0487 72U41 1308+ '720,862.3822 vegaarchitecture,com ADDRESS TEL Mos FAX L Copy: 1335 EWi St, Unit A I Deriver, CO 80204 303AM04,87 720.841,7301 720A2,,3822 vagoa resit ecture.com ADDRESS TEL MOB FAX UIRL architects loge] contractor: McPherson owner Equity Ventures address: 200 Dahlia Street Denver, CO 80220 81*10-102041 • on roject no.: 14.0430,VCOWR I RIN I T ag I I I I I I I I I I I I I I 4MWINIANRIM 1 . Sheet S2.0 - Added base plate type #4 for 6x3 columns within the entry storefront 2. Sheet S2.2 • Corrected incorrect section cut # at southeast corner of building • Clarified support of exterior wall at southwest corner of building 3. Sheet S4.1 - Corrected stud wall note within details 427, 428, 430, 432 4. Sheet S4.2 - Added details 445 and As 1335 E(afi St, Unft A I Denver, CO 80204 301872,0487 720,841.7301 720SM3& vegaarchitecturo'com ADDRESS TEL MOB FAX URL ISSUED BY. Laura J. Yanoviak, AIA VEGA Architecture LLC Kevin Stees (NGVC), Craig Lofton (Equity Ventures CD), David Meyer (Equity Ventures CD), Mark McPherson (Equity Ventures CD), David Grooms (VEGA), Lance VanDemark (Vertex), Jon Eldridge (McGlamery), Brett Boleski (Given), Mike Tamburro (Given) 1335 Bab St, Unit A I Denve�, CO 80204 303,872,0487 720.841.3 1 - 720,862-3822 vegaarchitecture.com ADDRESS I MOB FAX URL ISSUED BY: Chris Grantham t ging-loigimm.-g- ul-w. wils 69= 1335 Bati St, Unit A � Denver, CO 80204 03.7 >t 720A41.730j, 720M23822 vogaarchftecture.com ADDRESS TEL MOB FAX URL architects W9&Tl Q "M • • ON WN W ,troject no.: 14.0430.VCOWR The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change(s) to the Work as consistent with the Contract Documents and return a copy to the Architect. 4 " 1 0 the definitive document in reference to the installation of water mains, services, and related appurtenances. Changes to those drawings are as follows: 3.= N O 1 1 i is m I; MM719 M# Kitchen, A§. REVISE Sheet S3.1 - Details 321-240 - Revise detail 328. ISSUED BY- Laura Yanoviak, AIA VEGA Architecture, L] M 4 ) 7 YTM?" 77 Grooms (VEGA), Lance VanDemark (Vertex), Jon Eldridge (McGlamery), Brett Boleski (Given), Mike Tamburro (Given) I 1335 Elab St, Unit A I Denver, CO 80204 301872,0487 7210.841,7301 7M 'x.3822 vegaa resit ectsar` e,com ADDRESS TEL MOB FAX UAL Architectural 7. REVISE Sheet A2 - Architectural Site Plan Site Plan Notes: Add Note #8. Add pedestrian ramp to east end of sidewalk on the north side of the building and revise ramp at southwest corner of site per Civil Drawings. ` REVISE Sheet A27 - Mai Window Types and Schedules Door Hardware Schedule: Revise Toilet Room Hardware; add responsibilities. Window Frame Types: Revise size of Clip Sash BB. REVISE Sheet S2.1 - Upper Level Framing Plan • Add note for required sheathing over entrance canopy. • Correct typo for tube sizes required above storefront systeml 1335 Eiati St, Unit A I Denver, CO 80204 303,8724487 720,841,7301 720A62,3822 vegam hat ecturexom ADDRESS TFL MOB FAX URL ZOwner ®R Architect vega • ZCntractor architecture Hc ZEngineers 0 Other no owner: EOUITY VENTURES CD address: 200 Dahlia Street Denver, Colorado 80220 ,croject name: Specialty RetafleL Wheat Ridge, CO project no.: 14.0430.VCOWR attention: Prospective Bidders and Interested Parties The Contract Documents for the above-referenced Project are modified as set forth in this Addendum. The original Contract Documents and any previously issued addenda remain in full force and effect, except as modified by this Addendum, which is hereby made part of the Contract Documents, REVISE Sheet G1 - Cover Sheet - Revise Index of Drawings to indicate sheets affected by ADD #1. 2. REVISE Sheet C1.02 - Demolition Plan - Clarify light pole demolition is by others, 6. REVISE Sheet C1.10 -Site Sections ,-- - Add note regarding additional fill required due to the removal of the existing building. 1335 EWi St, Unit A I Denver, CO 80204 301872,0487 720,8411301 726,862,3822 vegaarchitecture.com ADDRESS TEL MOB FAX U Mill architects contractor. McPherson owner. Equity Ventures address: 200 Dahlia Stre I De • 8�O el nver, CO2 • Wig rlik NN project no.: 14.0430.VCOWR %n&W-ral 8. REVISE Sheet S2.1 - Upper Level Plan - Eliminate headers at removed clerestory windows. addendum to construction documents ZOwner N Architect g a IEContractor lrcNtecture HC ZEngineers 0 Other 00 owner: EOUITY VENTURES CD address: 200 Dahlia Street Denver, Colorado 80220 date: 10/21/2014 project name. Specialty Retailer Wheat Ridge, CO project no.: 14.0430.VCOWR attention: Prospective Bidders and Interested Parties trol " 1. REVISE Sheet G1 - Cover Sheet - Revise Index • Drawings to indicate sheets affected • ADD #1. Qiyfl 2.' REVISE Sheet C1.02 - Demolition Plan - Clarify light pole demolition is by others. • Reference monument sign details. • Add information for parking lot striping. • Indicate locations of ramp types. • Reference curb cut details. . Af4r4 kr-dinrt4c mir Ar,-h;+nf,+"rck1 bite 01 n Revised 4(*Y • Indicate locations of curb and gutter types. 44 • Reference detention details. • Indicate construction fence. • Add ramp to east end of sidewalk on the north side of the building. • Revise ramp at southwest corner of site. 5. REVISE Sheet C1.08 - Utility Plan • Indicate irrigation stub location. • Indicate gas meter location. • Remove Note 11. • REVISE Sheet C1.10 - Site Sections - Add note regarding additional fill required due to the removal of the existing building. 1335 Flab St, Unit A I Denver, CO 80204 303,87,2,0487 720S41,7301 '720,86Z3822 vegaarchitecture.com ADDRESS TEL MOB FAX URL A Lghitggtvarl 7. REVISE Sheet A2 - Architectural Site Plan * Site Plan Notes: Add Note #8. • Add pedestrian ramp to east end of sidewalk on the north side of the building and revise ramp at southwest corner of site per Civil Drawings. 8. REVISE Sheet Site Details - Clarify precast concrete color selection parameters 9. REVISE Sheet A4 - Main Level Floor Plan • Remove floor sink @ Stock Room [1091 in loading area. • Remove borrowed light from Vestibule [100]; add borrowed light to Demonstration Kitchen [11 f[. 10. REVISE Sheet A7 - Main Level Reflected Ceiling Plan • Add gypsum board panel ceiling to Legend • Add gypsum board panel ceiling above refrigerated merchandisers • Remove wallwashers from Demonstration Kitchen; add track lighting to Vestibule. • Coordinate lighting layout at Demonstration Kitchen and Retail with Electrical Drawings. • Add Soffit Above Refrigeration Detail 4 11, REVISE Sheet A8 - Crcal Dimension Plan • Remove floor sink @ Stock Room [10• 1 in loading area, • Locate borrowed light at Demonstration Kitchen [11% 12. REVISE Sheet A9 - Finish Plan • Remove wall covering from Demonstration Kitchen [1161; add wall covering to Vestibule [100]. • Revise location of wall covering WC-2. I " I rAyjp Ign Itim 11•7* 10 16. REVISE Sheet A23 - Interior Elevations • Retail I West Elevation 1: Revise location of borrowed light; revise location of wall covering WC-2. 17. REVISE Sheet A27 - Door, Frame, Window Types and Schedules • Door Hardware Schedule: Revise Toilet Room Hardware; add responsibilities. • Window Frame Types: Revise size • Clip Sash B. $Lruqwmall 18. REVISE Sheet S2.1 - Upper Level Framing Plan • Add note for required sheathing over entrance canopy. • Correct typo for tube sizes required above storefront systems. 1335 E$ ti St, Unit A I Denver, CO 80204 303,872,0487 720,841,7301 720.62.3822 vegaarc sin ecture,com ADDRESS TEL MOB FAX URL - Add notes clarifying framing requirements around partition wall options at Demonstration Kitchen. 19. REVISE Sheet S3.1 - Details 321-2 - Revise detail 328. 1 20. REVISE Sheet S42 - Details 441-460 - Clarify canopy sheathing requirements within detail 445. ISSUED By* Laura Yanoviak, x VEGA Architecture, Ll • Kevin Stees (NGVC), Craig Lofton (Equity Ventures CD), Mark McPherson (Equity Ventures CD), David Grooms (VEGA), Lance VanDemark (Vertex), Jon Eldridge (McGlamery), Brett Boleski (Given), Mike Tamburro (Given) 1335 Bab St, Ulnit A I Denver, CO 80204 303.872 0487 720,8411301 720,86Z3822 vegaarchitec cur e,com ADDRESS TEL, MOB FAX URL --- HERE ______,.�.,.�._.._____..___- M..__ ®.._..__- _____- .____ _�...__�.- ____- ____.._......__- Internet Shipping: Vie /Print Label 1. Print the label: Click the Pnnt Mutton above, (Both will be hidden when printing begins) 2. Fold the printed label at the dotted line. ("tit these instructions from label. 3. Affix the label to your package using clear plastic shipping tape over the entire label. 4. SPECIAL INSTRUCTIONS: E sc flc EXI El company: City of Wheat Ridge I Building Department date: 02.24.2015 2•• ress: 7500 W 29th Ave project name Specialty Retailer Wheat Ridge Wheat Ridge, CO, 80033 project no, P.14.0430, VCOWR We are sending you Z Attached 0 Under separate cover via: Courier the following items: * Shop Drawings ®R Prints Z Plans 0 Samples * Specifications 0 Copy of letter E3 Change Order 0 Other (please specify) HEZEM= 0 For Approval 0 No Exception Taken 0 Resubmit: copies for approval ®R For Your Use 0 Make Corrections Noted El Submit: copies for distribution * As Requested 0 Revise and Resubmit 0 Return: corrected prints * Review/Comments 0 FOR BIDS DUE 0 Returning Loaned Prints * Other (please specify) Remarks: Specialty Retailer Wheat Ridge 14900 Kipling Street, Wheat Ridge CO $0033 1 am forwarding one set of the most recently revised drawings that were included in Addendum #1 per your request. I've placed one staple in the set in an attempt to keep the drawings in order. 1 5 !1 1111 1111111111g� N 1335 Bab St, Unit A; Denver, CO 80204 303,872,0487 720M2,3822 vegaarchitecture,com ADDRESS - ;EEL FAX URL FOR OFVF!IICE U�ZSEE ONLY City of t id jd tars . �O CJr+t' DEVELOPPJE9 { nrr�rt € w' Buildings & Inspect Services Division 500 W. 29th Ave., Wheat Fridge, CO 80033 Office: 303- 235 -2855 * ax: 303- 237 -8929 gran Review : � Inspection Line: 303 - 234 - 5933 Bu ild ing r Mt App lication <15; � late c plei all highlighted areas on both sides of this fo . In le s p licetion s may not P P roperty Address, +R PEOpa r (p lease print). 4 Property owner E-rrra l.. Ddbru Anuul V l. o tcy Mailing Address: (if diffe than property add ress) Addre City, State, LLc A rchitectitoof rt r alt $dL z � €�honaw Coat too SIP X - Contract License #. - _ 12 0 L . 113 2 1 f Phone: Contractor E-mail Address: C AA Q b tib C ontractors: Electrical: Plumbing: Mechanical: WR City License # W. R. City License # WR City License Other City Licensed Sub: Other City Licensed Sub: City License # City License Complete all information can BOTH sides of this for 0...W; ( �Lr (AUTHORIZED REP (OWNE (CONTRACTOR) # # #' 11 J,T,-a MM m m M� M EA ro tlF • r m X (A m r c z 0 o 0 0 m 22 t Ir m rN if V Co rr 11 J,T,-a MM m m M� M EA ro tlF • r m X (A m r c z 0 o 0 0 m 22 t Ir m rN Its I � 1-4 �\ � I 'M Ql- /'Q X> � \ \ \ § I \# w» ■ <y � } � {&} �zz 7 -7 : �{ �!: !° IT WWo1 ['r] IV boom q.w w.... ��..w. ...,.w..��w..,... _,w. I r t 2C 3 u. ,. �.. APPLE 'N' � v 37` _. gy m " r4 I m X01 gm T o 0 ' ro I 0 r • v , 00 + I Z A m ,, , x ''' I FOR OFFICE USE ONLY qMi kvIATA w City of heatKjd ,0M) COMMUNiTy DEVELOPMtNT I PA AM= IMMOMIMMIUMM, 1 0 , �=Mi Address: City, State, Zip: Contractor: A)o-r i4.,vg-vA/ A Plan1pe'Mit # Man Review Fee: Electdcal; WR City License # Other City Licensed Sub: City License # Complete all information on BOTH sides of this form City of PUBLIC BLIC WORKS City of Wheat Ridge Municipal Building 7500 W, 29"' Ave. Wheat Ridge, CO 80033-8001 P: 303.235,2861 F: 303235.2857 Date: Location of Construction: Purpose of Construction: i Single Family Commercial Multi-Family Develonment Review Processing Fee., $100.00 (Required of all projects for document processing) Single Family Residence/fIgglex Review ............. $50.00 $ Commercial/Multi-Faniftv Review Fees: 1 Each Application will be reviewed by staff once and returned for changes. If after review of the second submittal changes, have. not been made to the civil documents or the Traffic Study as requested by staff, further reviews of the Application will be subject to the following Resubmittal Fees: Resubmittal Fees: 3' submittal ( initial review $300.00 4" submittal (full initial review ...... _........... $600,00 All subsequent submittals : ....... $600,00 (Full initial review fee) PLEASE NOTETHAT IN ADDITION TO THE ABOVE FEES, TH'RE WILL BE ADDITIONAL LICENSING AND PERMLITING FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS WITHIN PUBLIC RIGHT-OF-WAY. wwvv Rev 1212 City of rWh6atKid e P B LIC WORKS Im ATTENTION: BUILDING DEPARTMENT " \ I have reviewed the submitted application documents to construct a located at the above referenced address. Please note the comments checked below. 1, Site Survey CO Not OK; refer to stipulations. Z� 2 . Drainage: a, Final Drainage Report and Plan required Yes No b. Drainage Letter and Plan required V C' Site drainage/grading have been reviewed j dare: pe" CIS. Not OK; see stipulations 1 CDPS Permit & SWMP Approve& Yes — No N/A 4. Public Improvements to be cant �ilcte& a. street paving/patching: s — ��Ves — No K curb & gutter,"drivecut: — No c. sidewalk: ::Pyes No & standard street lights: Yes 0 C. pedestrian lights: S No f storm sewer: :5? 0 9. Letter of Credit (LOC) required: Yes Pip b. Funds in lieu of construction: Yes No If an LOC or funds in lieu of are required, for what improvements? P 1 d I Electrical Contractor I �_ of Authoriz6 gent ' u - *� ..K ZIA z Date Plumbing Contractor Master #: 29'4AS . - //— Date Prx1ject A Generall Contractov Electrical Contractor Company am one State L a Master #: Sign I P Con tractor I Company Sta License #: Master Wh eat Ridge License S of Authorized Agent D ate Mechanical Contwor � v d � a MOM \ 2 ? \ \ ? y f: *1m ° Address permit "Oral Con cto ?yy« *« III I N,, . ...... 12/10/2014 :11 3036327507 N NIM" Company N w + T Phone #.- State License Master l y ©<1 of Authodzed Agent |Plumbing Con 2.tor | Company d 2 2 ?: Phone 2: $tate License Wheat Ridge License z. Signal - ` of Authorized Agent #d: am no company: City of Wheat address: 7500 W. 29th Ave Wheat Ridge, CO, 80033 date: 10PI18/14 project name:VCOWR project no. P.14.0430 E X For Approval 0 No Exception Taken 0 Resubmit: copies for approval X For Your Use 13 Make Corrections Noted 0 Submit: copies for distribution 0 As Requested 0 Revise and Resubmit 0 Retum corrected prints * Review/Comments 0 FOR BIDS DUE 0 Returning Loaned Prints * Other (please specify) I 4900 West 29th Ave Denver, CO 80212 303,872,0487 7M841,7301 480,2753797 vegaarchitecture.com ADDRESS TEL 1 1 00B FAX URL COMMERCIAL Build` no— Permit — Plan Review Worksheet Property in the flood plain? if yes, add surveying condition FL D. Type of project (applicable survey conditions in parenthesis): Rev . 012) 0 13 11 " ir City of , ](�q r WheatP e COMML)Nrry DwELONMENT City of Wheat Ridge Mumcipa Budding 7 5&) W, 29" A ve, Wheat Ridge. CO ROGN33-8001 P 303,235.2846 F 303,235,2857 August 18, 2014 Ben Jenkins 2 Steele Street, Suite 203 Denver, CO 80206 Dear Mr. Jenkins This letter is in regard to an applications filed for approvaJ l ra site de plan and consolidation plat for property zoned Corninercial-One (C- I ) located at 4900 Kipling Street, The applications have been reviewed and the following are comments regarding tile first submittal. & Add the City's standard sigiraturc blocks including City Certifi cation and Owners certificate, In the Wheat Ridge Public Works Department: See attached correspondence from Dave Brossman dated August 15, 2014, Xcel Energy. See attacbed letter troin Donna George dated August 5, 2014 Additional refeiTal comments may be forthcoming and will be fomrarded, JIns concludes the surnmaD of comments. Please address each of these conitnents by revising the drawings accordingly, For clarification on any of these issues, please feel free to contact any of tile Development Review committee ineniberss: Community Development Meredith Reckert, 303-235-2848 Public Work's Dave Brossman 303-235-2864 , rraffic Engineering Mark Westberg 303-235-2863 Once the changes have been made, please subt two 24" x 36" copies and an electronic copy with a PDF document and an AutoCAD dwg (2010 or older) including all external r ference and shx files. etc. If you have any questions or need further clarification, do not hesitate to contact me at 303-235-2848, Sincerely, Meredith Reckert, Al Senior Planner in fN 3 Allison Way Anmda CO 80005 - 303-424 3012 - 303 fax Project Name Specialty Retail — Wheat Ridge Project Number WS-1406 Equity Ventures L.ocatiow 4900 Kipling Street Date 7/22/14 Reviewed by� Sparky Shriver 1) Fire protection is provided to this site, by Station #2 located at 5350 Oak Street, and Station #1 located at 7900 W 57 Ave. 3) An automatic fire spriaMer system shall be provided for occupancies as determined by the International Fire and Building Codes, Group M occupancies where the fire area exceeds 12,000 square feet and Group A-2 occupancies with an occupant load of 100 or more, WC 06 9031,11. 4) The installation of the water system identified on the, site plan will require the approval oft Valley Water District. 5) Approved fire alarm systems are required to be installed as a means to monitor fire protection functions, 7) We recommend that trash enclosures including doors be of non-combustible construction, Meredith Reckert From: v,waterdist ' kathy@comca stn et Sent: Thursday, My 24, 2014 1134 PM To- Meredith Reckert Subject: Re: Land use referral Regarding your Case No. WS-I 4-06, Equity Ventures, we offer the following comments Should you have any further questions, please feet free to contact me Sincerely, Kathy Kadnuck From: "Meredith Reckert" < > To: "v wa ter dist kathy" <v,,waterdist tat %IhObctame ast net> Sent: Monday, July 21, 2014 10:53:24 AM Subject: Land use referral The Wheat Ridge Community Development Department has received a request for approval of site development plan at 4900 Kipling (Case No, WS)-14-06/Equity VEntures, Please download the application documents friars the City's FTP site using the following credentials, The file is located in the 'Community Development" folder, and the file name is Equity Ventures. Access the site at" ff,2— , ,//— ftp — ,ciwhe &o, u _sio u Lb q x,, User name: cowrftp Password: cowrftp20l2 Path: Community Development —) Equity Ventures Comments are due by August 4, 2014,' no response from you will constitute having no objections or concerns, Feet free to be in touch with any additional questions, Please note you will need Adobe software to view the application submittals. The latest verskin of Adobe Reader can be, downloaded here afar .1AWt ado gqQ% d9r/ I Meredith Reckert From: Steve Art Sent: Tuesday, July 29, 2014 11 AM To: Meredith Reckert Subject: RE Land Use referral The Economic Development Division is fitter with the project, You have Consohdation spelled incorrectly PM7M77F7 two conso i n lat on Propeq zoned Corrin*rcial-one (C-1) located at 49W Kipling street o response YOU Will CDnSfitute having no objections or concems regarding fts Proposaf Fcononm ire vdopmeni & lJrban Rene%val Mariager Direct: 103-235-2SO6 CeH, " F,ix: ,lit - 23�,2,W)6 '500 W 291h Aeenue Wheat Ridgc, Colora(Jo K)033 s, 's City. 0( W h6-at t�k *d e ,g `IT art's Off 1C,!t CONFIC)FNTIALITY NO I WT rhi, C-mad Contain, hw mo—cm1fidolt tat inAmna"on It is Intuyuled only taw ffic uw 0 aw mdk,dwd of ontm naffWA A 'Na , It vou auger not Ox mUniticd rvcqment �cna arc notifitif dw any thsck mae, wpyal� lht, Communication m mw, rikaw %)tfl[N Us C JILWhmp dw ass inM mtNsag,,a, andddoethe onpfW awNsage Thmikyou From: Meredith Reckert Sent. Tuesday.11 July 29, 2014 10:46-AM To: Steve Art Subject: Land Use referral The Wheat Ridge Community DevelopmentDepartment has received a request for approval of two-lot consolidation plat at 4900 Kipfing Street (Case No, MS-14-04), Please download the appfication documents from the City drive: Folder: �L\Cornrn 2MM_unit I Devel .j&ygnMentk Land Use Case Referrai File name" Equity Ventures Plat Comments are due by August 11 � 2014. no response frorn you will constitute having no objections or concerns, Feet free to be in touch with any additional questions, Meredith Reckert, AICP Senior Planner Meredith Reckert From: Kevin Armstrong Sent: Wednesday, July 30, 2014 9:30 AM To: Meredith Reckert Subject. RE Land Use refprral 'The pofice department has no concerns wfth this lurid use referral, City of W h6ait I�Ldge tj CE PAWTMEN'T Of CON F ME NTMt MY NOTICE . Thrs e-mad contains easiness-confidentW mformation, it as mtende-doMy for the tise of the itidivkrua3 or enuty narried above- ffaturare e not the intended rciprent, you are ruttified that any diWosufe, citpymg, chstoluk0 e on, elCtrom cstofage or use of tees co mm unicarron is prohibited. rf you to carved carved this cisrnmun�cation in error, idease notify us untnedrately by e-rmW, atraching the origowl message, and drdete the o6grnai message frorn your computer, and any network to whmh youf computer as connected, Thank you From: Meredith Reckert Sent. Tuesday, July 29, 2014 10:46 AM To: Kevin Armstrong Subject: Land Use referral The Wheat Ridge Cornmunity Development Department has received a request for approval of two-tot consolidation piat at 4900 Kipfing Street (Case No MS-14-04). Please download the application documents from the City drive: old r; t c rfa r t r d �,mertr\_ tan d Use Case fearai File narrre: Equity Ventures Plat Comments are due by August 11, 2014, no response from you will constitute having no objections or concerns. Feel free to be in touch with any additional questions, Meredith Reckert From: Kevin Armstrong Sent: Wednesday, July 30, 2014 10:17 AM To: Meredith Reckert Subject: RE: Land use referral The police department has no concerns with this land use referral, City of j gc-�- CE' DEPARTMENT CON F iDE NTAUTY NOTICE Thn e mad contain thismess- confidentiar information, it as mtended OufV for team useafthe mdrwduM orenuty "am ed atxrve. if you are not the mtended rocricierd, you are nottfwd that any dif0osure, copying, dnahbe�tkur, 0ecurinsr Morage or use of this communtcatrorr as prohxWted, ff crass received thcs cammunicavon in error, please notihr uc 4rrmedialelt by e- man, attaching the origfruti rnessage, and detete the wzlbnat message from sent computer, and ally network to which your computer is connected. Thank you, From- Meredith Reckert TO: Kevin Amistrong Subject: Land use referral The Wheat Ridge Community Development Department has received a request for approval of a site development plan at 4900 Kipling Street (Case No, WSP-14-06/Ecluity Ventures), Pfease download the application documents from the City drive, Folder: V kCommu 11— I ty lo2rnenh Land Use Case c 11 _qn�jDevel File name, Equity Ventures Comments are due by August 4, 2014; no response from you will constitute having no objections or concerns, Feel free to be in touch with any additional questions, I XcelEnergysm PUBLIC SERVICE COMPANY 7560 W, 29th Av�nue Wheat Ridge, Colorado 80033 9SME12z0=1 I t23 West 3 Avenue Denver, Colorado 80223 Telephone: 303471,3306 Facsirnfle 303 571,3660 donna,Lgeorgeoxcelenergy,com V7 TT 1 111 M. Please be aware PSCo owns and operates existing natural gas and electric distribution facilities within the subject property, The property owner/developer/contractor must contact the Suildees Call Line at I. STRUCTURAL CALCULATIONS Specialty Retailer 4900 Kilplilng Street APPROVED Wheat Ridge, CO S I igned Ran checker VMI Project No, 14-29 . _ 09/29/14 (0 Tay p4 xaH 2 t S, a pia St�rsfsi £'CS.j f,�;�fr1eG) `C y { wwn. Tay p4 xaH 2 t S, a pia St�rsfsi £'CS.j f,�;�fr1eG) McGLAMERY ENGINEERING GROUP, L. JOB 3734 OSAGE STREET SHEET OF--- DENVER, COLORADO 80211 Ph. 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Stren t clads Shown in pounds per Linear Foot Ip6) f Ja.1sf 18K3 1884 18K5 t 18K$ 1$107 ; 18K9 Sf4K4 01 {3 2(7104` C9<5 28Kt 01<r K9 71C9f} 22K9 ; 2 K5 2 K6 2 2K9 2 KI ?KTB 99 Approx,Wd 6,6 2 $5 9 102 1i7 a 6t 76 82 89 � 93 108 1 "? 8 136 92 97 t 72.E 13 Span (it.) 16 55o 550 1 5507 550 550 , 550 i 550 it _ .._ . -. 550 1„ 550 1 550 510 550 1 550a " _ 5,9 - -------- W _ ` 5 � . _ .. € - � _., 1 19 i 514 550 550 5507 550 , 550 557 4 ;)1 533 t 523 523 k 523 523 ! 573 I � _.. 20 3 4s3 � 55s� � 55o 550 ; 550 € 550 559 i1 517 1 55i7 550 1 55r3 123 49Ci 490 ; 430 4 3 499 1 490 6 51 t 1 6@x0 550 350 6 0} 31 120! 5070r 1 5 550 5503 ° 550 1 550 468 550 , 550 � 55( 550 i 550 i 5503 t 0 .� ". ." 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".__` _..._ � 1 1 2 c 50 2$1 305 39 377 377 t 256 312 3 0 3617 r 421 , 4 6 4219 , t 389 1 # 7 1t 4 114 47 272 3 328 369 &Q2 498 538 550 r 304 366 X212 ; 449 1 5001 5 550 50 1 071 1 455 495 55 1 0 � 5xQ , 55fl � 560 19b y � a ( 49 # 2T1 X99 I 3 9 381 ( 236 277 ,31Q 33r 373 1 405 � 405 - Z 3 $ � 3 +� �. St9 � 454 45? � 494 � 151 __,_, . 8 416 463 55Q 550 37 ..- 27 252 303 342 372 415 s 498 5501 281 337 ## i 4 # 406 432 1 550 I 55Q 169 198 �? 241 9 267 315 � 347 € 291 � 247 2t7� 301 � 3'13 P 389 � 389 � 301 1176 i3 432 6 43� _... ._ _ W 392 427 475 234 282 318 346 385 163 548 } 9 69 31� $ 355 38 9 298 353 3 ' 3 O ,_iU? 3 8 364 43 " 113 i 4133 151 177 # 999 1. 216 X739 n82 331 1�w 159 221 "(. � > _.. 6 332 359 ' 431 s 511 6 243 293 � '330 � 360 z 401 48 550 � 324 1 3b5 398 � 143 s 532 s a550 55{I 29 218 263 156 y 15 1 t?9 t 194_ 2Y '54 1 298 1707 19 2 _`?42 3 26$ � 317 359 � 21 ? 1" ' 29 7 3"7 � 3$7 3�J � 393 . 303 9 203 245 276 3071 335 402 477 227 274 � 1 336 374 450 533 3 "45 1 371 66 f 295 3 349 38 € 5 "385 ` 1 �3 144 161 � 175 ; 1 � " 2 �9 � 2 9 3 155 179( 01 �, 215 " 242 1 2$0 336 1 � a 2t 19(3 222 - 2513 '281 313 1 376 446 ( 212 256 S 269 314 35 0} � 421 1 X99 283 � 319 q 34 i � 3137 `` 405 � 55G ! 55D 111 1303 146 1581 175 i 2 1 "" 243 i 138 162 1 182_ 219 s 259 7 3 E 1 222 l 241 ?57 315 3b9 1 36 V 3 17 215 24"2 264 F ?9- � 353 � 418 ! i99 240 271 295 " 328 395 1 468 i 265 1 299 1 3 i63 i A36 517 "942 _ .. 1031 1 i 6 132 114 159 1£38 227 i 126 141 ' 1( # 79 139 235 1 276 1 180 201 219 2 t2 t?7 , 337 355 ...e _ . .33 ! 16 6 8Q2 ' 229 1 248 276 1 332E 393 187 26 r 254 27r 3 309 371 � 44Q 1 � 249 � X61 (341 1 41 Q � 486 � 53 � 92 10 121 131 145 1 171 201 114 134 1 150 163 1 18P 1 11 h1 i t 164 1$3 ?99 X 5 1 i07 394 .. 3 1 16 . 1 149 tbl 7 1 158 190 214 233 260 ! 312 i 370 � 17f 212 239 261 i 29(7 1 349 � 414 � 6 235 65 � p86 € 321 � 3II6 458 € 314 34 98 110 120 � 132 156 1 184 165' 122 � 13e 1 149 5 f 195 29 E1 1 0?? i 20� ?39 28 1 47 1 314.. 4 m„ ..... ...,,..�... .».. ...._„ i ,. .�... .. 85 149 17'9 202 220 245 1 294 349 166 F 200 ` 228 2 ! 274 1 329 1 390 3tr 221 249 272 1 383 1 1 432 ; 2 94 .,.5.. ..d .,.,.. m 3 7? �60fi 1 6071 110 121 1 143 1 168 I 6 1 112 126 137 i 15 6 1 9 r 9 1 210 1 g 137 1 i53 167 � 185 1 S 7 1 25 2�a 36 77 969 �: 191 2078 232 ? 276 330 [1 157 189 X13 � 232 259 � 311 � 369 i 209 � 236E 257 286 1 844 7 408 € 467 70 82 92 iC1 111 132 954 8_3 10 3_! `S1 s 125' 1_39 ", 164 � 193 (I 126 ' 143 1 1 r l 1F9 >Q1 € 230 i k33 __ 148' 179 202 2 tt� 245 1 294 1 349 3 198 € 223 6 243 27S € 325 366 I 442 �37 95 106 115 1€J61 17 '� 116 1`3Q x_141 156 185 E 17 6 4T 191 206 1 .32 17 , 279 " 33i 18? 219 141 17 2313 256 1 308 1 366 4i3 1 74 $7 98 ' 1036 118 139 3 154 1 177 919 130 411 1 971) 1 "030 ` 28 _ 6 181 "i98 220 265 " 314 1 '378 200 , 218 >43 292 1 347 397 39 s 133 1 1 1 f9 I 0 98 1 109 ' 129 151 � 98 110 1 0 � 933 1 "r7 ? 185 I X19 Iw_ . ".._. �, 7 � 127' 153 172 (16 09 251 233 �fi9 190 § 2t�7 1 221 X76 pp{ 3 Q � 377 4110 64 75 84 _ _91 " 101 @ 119 140 E 9 t M 102._ 11' 1 ¢ 123 146 9 t i _195 }181 [ 18113r 1 ' 264 3'14 1 359 d1 { 3 1 1 8a 95 ifP 114 995 1x9 y 1k3f 153 973 11)6 gas ¢ 252 X99 ! 342 42 1 �79 1 88 96 10 ' M 129 148 p168 ._ _ _ _.__ � 246 ..__."_� _-� � ��. -- � � � �� 14 165 € 1 ?9 � 2 265 326 13 ; 3 t ; ! 73 82 8 s9 11 136 157 ... a- _- .. _w .....- k 139 1 157 ; 1 1 191 22 272 311 44 : 1 i 7A 1 76 i -83 i 92 1039 ?28..3..:f " Title Block Line I Project Title: You can change this area Engineer: Pri:)ject ID: using the 'Settings' rnenu item Project Descr: and then using the 'Printing & Title Block' selection, DO 7 Applied Loads Service loads entered, Load Factors will be applied for calculations, .. . ........ ------------ -- Uniform Load : D = 0, 70, Lr v 1,14 k/ft, Tributary Width - 1,0 ft, (gravity) Maxirnurn Bending Stress Ratio A 0.945: 1 Maximurn Shear Stress Ratio = 0.210 : 1 Section used for this span W21 x55 Section used for this span W21 x55 Ma Applied 296,971 k-ft Va: Applied 32,697 k Mn f Omega: Allowable 314.371 k-ft Vn/Omega: Allowable 15&0 k Load Combination -f , D-tLr+H Load Combination +D+Lr4-H Location of maximum on span '18,165ft Location of maxinturn or) span H00 ft Span # where maximum occurs Span # I Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 1,314 in Ratio = 331 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 2.151 in Ratio = 203 Max Upward Total Deflection 0,000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios ...... ........ . - ----- --- ---------- Summary of Moment Values Summaq of Shear Values Segment Length Span # M V Mmax + Mrnax - Ma - Max Mnx MmdOrnega Cb Rm ... Va Max . ........ - - ----------- ----- ------- Vnx VnxIOmega -b' Saga, L = 36,33 If 1 0,367 0,082 115,49 115,49 525.00 31437 1,00 1,00 12,72 234,00 156.00 +D4.L+H Dsgn. L = 3633 If 1 0,367 0,082 115,49 115.49 525S0 314.37 1,00 1.00 12.72 234,00 156,00 +D+Lr Dsgn, L = 36,33 it 1 0.945 0.210 296,97 296,97 525,00 314,37 1,00 1.00 32,70 234.00 156,00 +D+S+H Dsgn, L = 36,33 ft 1 0.367 0,082 11549 115.49 525,00 314,37 1,00 1.00 12,72 234,00 156.00 +D*0.750Lr Dsgn, L = 36,33 it 1 0,800 0,178 251,60 251,60 525.00 31437 lZ 1,00 27,70 234,00 156.00 +D4750L+0,750S+H Non, L = 36.33 If 1 0,367 0.082 115,49 115,49 525,00 31437 1.00 1,00 1272 234,00 156.04 +D+0,60W+H Dsgn. L = 36,33 ft 1 0.367 0.082 115.49 165,49 525,00 314.37 1,00 1,00 1272 234,00 156,00 +D+070E+H Dsgn. L = 36.33 ft 1 0,367 0,082 115.49 115,49 525,00 314,37 IZO 1,00 12.72 234,00 156,00 +D+0.750Lr+0,750L+0.450W+H Dsgn, L = 3633 ft 1 0,800 0,178 251.60 251,60 525,00 314,37 1,00 1,00 27,70 234,00 156.00 +D+0,750L+0.750S+0A50W+H Dsqn, L = 36,33 If 1 0,367 0.082 115,49 115,49 525,00 314,37 1 LO 1.00 1212 234,00 156,00 +0+0,750L+0,750S-45250E+H Dsgn, L = 36,33 ft 1 4.367 0,082 115,49 115.49 525.00 314,37 1.00 1.00 12,72 234,00 156,00 +0,600+0,60W460H Dsgn, L = 36,33 It 1 0.220 0,049 69,29 69,29 525,00 31437 1,00 1,00 7.63 2300 156,00' +0,60D+0,70E+H0H Description : interior, worst case - grid 3 Title, Block Line 1 Project Title: You can change this area Engineer: Project [D� using the *Settings' menu item Project Dow: and then using the 'Printing & Title Block* selection, Load Combination Max Stress Ratios Summary of Moment Values Surrimary of Shear Values Segment Length Span # V Wax + to - Me - Max Mnx Mnx/Ornega Cb pro Va Max Vnx Vnx/Ornega 0,220 H49 69,29 69,29 525,00 314.37 1,00 1.00 7,63 234,00 156, O Overall Maximum Deflections - Unfactored Loads _ ....._r a . - - ----- ----- ---- Load Combination Span Max. Deft Location in Span Load Combination Max. Deft Location in Span E _---,--",",-,-�-�-11. "-.�-1.1.1-�-I r ---------- 1 2A512 ------ ---,,_ 18,347 0,0000 11.(100 Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS Load Combination Support I Support 2 ----------- Overall UNimum 12,716 12,716 0 Only 12,716 12.716 Lr Only 19.982 19,982 D+Lr 32,697 32,697 Description : interior, worst case - grid 3 Description : interior, typical WIBX40 Applied Loads Service loads entered, Load Factors will be applied for calculations, Uniform Load : D = 0,70, Lr I � 10 k/ft, Tributary Width 1,0 ft, (gravity) Maximum uencling Stress Ratio = 0.663 : 1 Maximum Shear Stress Ratio = 0.192:1 Section used for this span W18x4O Section used for this span WI 8x40 Ma: Applied 129.6OOk-ft Va: Applied 21 .60 k Mn / Omega: Allowable 195.60 k_ Vn/Omega ; Allowable 112.770 k Load Combination +D+Lr+H Load Combination +D+Lr+H Location of maxima rn on span 1 2. 00 it Location of maximum on span 0. 00 it Span # where maximum occurs Span f€1 Span # where maximum occurs Span # 1 Maximum Deflection Max Downward L+Lr+S Deflection 0,466 in Ratio = 617 Max Upward L+Lr+S Deflection 0.000 in Ratio = 0 <240 Max Downward Total Deflection 0.763 in Ratio = 377 Max Upward Total Deflection 0.000 in Ratio = 0 <180 Maximum Forces & Stresses for Load Combinations ............ Load Combination Max Stress Ratios -- --------- -11-1.1-- - ------ Summary of Moment Values - ----- -- ------ Summary of Shear Values Segment Length Span # M V larnax + Umax - ...... .. ... Me - Max Mnx Mnx/Omega - ----- . ..... Cb Run Va Max Vnx Vnx/Omega Dsgn, L = 24,00 it 1 0258 0.074 50,40 50.40 326,67 195,61 1,00 1,00 8,40 169.413 112.77 iD+L+H Dsgn, L = 24,00 it 1 0,258 0N4 50,40 50,40 32H7 195,61 1.00 lZ 8,40 16916 112,77 +D+Lr4H Dsgm L = 24,00 It 1 H63 0.192 129,60 129.60 326,67 195.61 1,00 1,00 21,60 169.16 112,77 +0+S+H Dsgn, L = 24.00 If 1 0,258 0.074 50.40 50.40 326.67 195.61 1,00 9.00 8.413 169,16 112,77 +D+0,750Lr+0.75OL4i Dsgn, L = 24,00 it 1 0,561 0,162 109.80 109,80 326.67 195,61 1,00 1,00 1830 169,16 112,77 +D+0,750L+0,750S+H Dsgn, L = 24,00 If 1 0258 0.074 50.40 50,40 326.67 195.61 1,00 1,00 8,40 169,16 11277 +040,60W+H Dsgn. L = 24,00 it 1 0,258 0.074 50.40 50A0 326,67 195,61 1,00 1,00 8,40 169,16 112.77 +D+0,70E+H Dsgn, L = 24.00 If 1 0,258 0,074 50,40 50,40 326,67 195,61 1.00 1.00 8,40 169,16 112,77 +D+0.750Lr+0,750L-t0A50yV+H Dsgn, L = 24.00 ft 1 0,561 0,162 109,80 109,80 326,67 195 61 1,00 1.00 18,30 169,16 112,77 +0+0.750L+0,750S+0.450yV+H Dsgn, L = 24.40 ft 1 0,258 0,074 50,40 5000 326,67 195Z1 1,00 1.00 8.40 169,16 11217 +D4n.750L40.750S-45250E Dsgn, L = 24,00 It 1 0,258 0.074 50.40 50,40 326,67 195,61 1,00 1.00 8,40 169,16 112,77 -f0,60D+0,60W460H Dsgn, L 24.00 it 1 0,155 0.045 30,24 30,24 326.67 195,61 1.00 1,00 5,04 169,16 11277 +0 60D+0,70E+0,60H Title Block Line I Project Title: YOU care change this area Engineer: Project ID: USirIg the "Sellings' rnenu item Protect Deser and then using the 'Printing & Title Block' selection. Tifle8lock Line 1 Project 'Toile: You can change this area Engineer: Proiect ID: using the *Settings' menU item Project Descr: and then using the 'Printing & Title Block' selection. Description: interior, typical Load Combinatlon Max Stress Ratios Summary of Mornent Values Summary of Shear Values Segment Length Span # M V Wax + Mmax - Me - Max Mnx NInxiOnrega Cb Rm Va Max Vnx Vnx!Omega gn. L = 24.00 It 1 0,155 0,045 30,24 30,24 326,67 1E61 1,00 1.00 5.04 169,16 112,77 Overall Maximum Deflections - Unfactored Loads Load Combination Span Max, ',' Dell Location in Span Load Combination Max. '+' Deft Location in Span 1 01632 12.120 0,0000 6, 00 Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS Load Combination Support 1 Support 2 -N&A ' 61050 -- 2 - 1 - 1 - 60 , -------- Overall MINirrium 8A00 8,400 D Only 8,400 8.400 Lr Only 13,200 13,200 D+Lr 21:600 21,600 '1-1111, Description : exterior, brig - �vorst case NO 31 LO 71 Span - 24,0 ft W16x2a Applied Loads Service loads entered. Load Factors will be applied for calculations, Uniform Load : D = 0,30, Lr = 0.701 k/ft, Tributary Width = 1.0 ft, (gravity) MaXiMLIM Bending Stress Ratio = 0.65311 Maximum Shear Stress Ratio = 0.170:1 Section used for this span W16x26 Section used for this span 1 16x26 Ma Applied 72.000k-ft Va: Applied 12,0 k Mn 1 Omega: Allowable 110279k-ft Vn/Ornega: Allowable 70.509 k Load Combination +D+Li-+H Load Combination +D+Lr+H Location of maximum on span 12,000ft Location of maximum on span 000 if Span # where maximum occurs Span # I Span # where maximum occurs Span # 1 Maximum Deflection +D+Lr4+1 18417 11028 Max Downward L+Lr+S Deflection 0.603 i Ratio = 477 1 Max Upward L+Lr+S Deflection 0,000 in Ratio = 0 <240 +D+S+H Max Downward Total Deflection 0,862 in Ratio = 334 21 .60 Max Upward Total Deflection 0,000 in Ratio = 0 <180 0,051 laximum Forces & Stresses for Load Corttbinaflons +0 4750Lr+0,750L•H 21.60 Load Combination 18417 Max Stress Ratios 1,00 100 Segment Length Span # M V Mmax + ;R - -- ------ ---- +[j ----- 11028 1.00 1.00 3,60 117,75 Dsgn, L = 24.00 If 1 0,196 O 051 21S0 +D+L-+ 11715 70,511 21,60 184,17 Dsgn. L- 24,00 ft 1 0,196 0.051 21,60 +D+Lr4+1 18417 11028 1.00 1.00 9,90 Dsgm L = 24.00 it 1 0,653 0.170 72,00 +D+S+H 160 117,75 70,51 21 .60 Dsgn. L = 24,00 it 1 0.196 0,051 21,60 +0 4750Lr+0,750L•H 21.60 184.17 110,28 1.00 1,00 Dsgm L = 24,00 It 1 0,539 0140 59,40 +D+0,750L-+0,750S+H 1.00 1,00 9,90 11715 70,51 Dsgn, L = 24,00 It 1 0,196 0,051 21.60 -+T)+0,60W+H 70,51 21.60 184,17 110,28 Dsgn, L = 24.00 If 1 0.196 H51 21.60 +D+0,70E+H 110,28 1,00 1,00 216 11715 Dsgn, L = 24,00 ft 1 0,196 0,051 21,60 +Di0.750Lr+0,750L+0.450W+H Dsgn. L = 24,00 It 1 0,5139 0,140 59,40 +D+0.750L+0.750S+0,450W+H Dsgn. L = 24,00 it 1 0,196 0.051 21 ;60 +D 4 5250E +H Dsgn, L = 24.00 it 1 0,196 0,051 21 .60 +0,60U460W460H Dsgm L = 24.00 ft 1 0,118 0,031 '12,96 +0,60D+0,70E+0,60H fimm�� Nlnx Idnx/Ornega Cb Rut Summary of Shear Values Val Max Vnx Vnx]Omega 21,60 18417 11028 1,00 100 160 117,75 70-51 21 B0 184,17 11028 1.00 1.00 3,60 117,75 70,51 720 18417 110,28 1.00 1,00 12,00 11715 70,511 21,60 184,17 11028 1.00 1,00 3,60 117,75 70.51 59,40 18417 11028 1.00 1.00 9,90 11735 70,51 21,60 184,17 11028 1,00 1,00 160 117,75 70,51 21 .60 18417 110,28 1,00 1,00 3,60 117,75 70.51 21.60 184.17 110,28 1.00 1,00 3,60 117,75 70.51 59,40 184,17 110,28 1.00 1,00 9,90 11715 70,51 21 :613 184,17 11028 1.00 1,00 3,60 11735 70,51 21.60 184,17 110,28 1,00 1.00 3,60 117.75 70,5 12,96 184,17 110,28 1,00 1,00 216 11715 70,51 Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the 'Settings" menu item( Project Descr: and then using the 'Printing & Title Block' selection, Titte8lock Line I Project Title: You can change this area Engineer: Project ID: using the 'Seffings' menu ftern Project Descr: and then using the 'Printing & Title Block" selection, Description : exterior, big - worst case Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span N4 V Mmax + tmax - Me - Max Mnx MnxiOmega Cb Rot Va Max Vnx VnxlOmega n, L = 4,00 If 2 1 0,118 U31 12,96 12 96 18417 110,28 1,00 1.00 2,16 117,75 70,51 Overall Maximum Deflections - Unfactored Loads ... ....... Load Combination Span Max, "-" Deft Location in Span Load Combination Max " +" Dell Location in Span 1 H620 12,120 0,0000 0,000 Vertical Reactions - Unfactored Support notation: Far left is #1 Values in KIPS Load Combination Support I Support 2 00 1 .00 Overall MiNimurn 3.600 3,600 D Only 3.600 3,600 Lr Only 8,400 8,400 D+Lr 12.000 12000 �moje Suds) n'l �mftp JOB McGLAMERY ENGINEERING GROUP, LLC 3734 OSAGE STREET OF DENVER, COLORADO 80211 Ph. (303) 455-8988 CALCULXTED DATE Fax (303) 455-8446 CHECKED DATE �moje Suds) n'l �mftp Title Block Erne I Project Title: You can change this area Engineer: Project ID: rising the "'Settings" menu item Project Descr: and then using the 'Pr4ifing & Title Block' selection, Description : int column footing Code References Calculations per ACI 318-11, IBC 2012, CBC 2013„ ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information ........... ........... ... . . .... .... ........ . . .. .. ....... ... .. ... ...... Material Properties 0.0 Soil Design Values M-ZZ fc Concrete 28 day strength 3.0 ksi Allowable Soil Bearing 3 ksf fy Reber Yield 60,0 ksi Increase Bearing By Footing Weight No Ec: Concrete Elastic Modulus 3,122.0 ksi Soil Passive Resistance (for Sliding) 250.0 pcf Concrete Density 145,0 not Soil/Concrete Friction Coeff, 030 (p Values Flexure 0.90 0,0 k Shear Analysis Settings 0 Increases based on footing Depth Footing base depth below soil surface 0.0 ft Min Steel % Bending Rolm, Allowable pressure increase per foot of deptl 0.0 ksf Min Allow % Temp Reinf, 0.00180 when footing base is below 0,0 it Min. Overturning Safety Factor 1,0 :1 Min. Sliding Safety Factor 11,0 :1 Increases based on footing plan dimension Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept 0,0 ksf Use ftg wt for stability, moments & shears Yes when maximurn length or width is greaten 0.0 it Add Pedestal Wt for Soil Pressure No Use Pedestal wt for stability, mom & shear No Dimensions ..... ..... .. Width parallel to X-X Axis 5.50 it Length parallel to Z-Z Axis 5.50 ft Footing Thicknes 12.0 in Pedestal dimensions... px parallel to X-X Axis 12,0 in Pz parallel to Z-Z Axis 12.0 in Height 0.0 in Reber Centerline to Edge of Concrete,, at Bottom of footing 3,0 in Bars parallel to X-X Axis Number of Bars 6 Reinforcing Bar Size # 5 Bars parallel to Z-Z Axis Number of Bars 6 Reinforcing Bar Sizf = # 5 M-XX 0.0 0,0 M-ZZ 0,0 0,0 V-X 0 0 0,0 V-Z 0.0 0,0 0.0 0,0 0.0 0.0 0.0 k-ft 0,0 0.0 0,0 0,0 0.0 k-ft 0,0 0.0 0,0 0.0 0.0 k 0,0 0,0 0,0 0.0 0,0 k Title Block Line I You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block' selection, Description: int column footing Project Title: Engineer: Project Deser Project ID: DESIGN S4040R� E2 Min. Ratio ttern Applied Capacity Governing Load Combination PASS 0,5663 Soil Bearing 1,699 ksf 10 ksf 4 D+Lr+H about Z-Z axis PASS n/a Overturning - X-X 0,0 k•ft 0,0 k-ft No Overturning PASS n/a Overturning - Z-Z 0,0 k-ft 0.0 Wt No OVertUruing PASS Wa 'Sliding - X-X 0.0 k 0,0 k No Sliding PASS We Sliding - Z-Z 0.0 k 0.0 k No Sliding PASS too Uplift 0.0 k 0.0 k No Uplift PASS 0,4620 Z Flexure (+X) 6.095 Wt 13,192 Wt 4-1.2010 +1 .60Lr+0.50L+l,60H PASS 0,4620 Z Flexure (-X) 6,095 k-ft 13,192 k-ft +1,2010 +l,60Lr+0.50L+1.60H PASS 0,4620 X Flexure (+Z) 6.095 k-ft 13.192 k-ft +-1.2001 +1.601 r+0,50L +1.6011 PASS 0,4620 X Flexure (-Z) 6,095 k-ft 13.192 k-ft +1,20D+1,60Lr+0,50L+I ,60H PASS 03981 1 -way Shear (+X) 32.711 psi 82,158 psi +1,20D+1.60Lr+0.5OL4 ZOH PASS 0,3981 1 -way Shear (-X) 32.711 psi 82.158 psi +1,20D+1,60Lr+0.50L+1,60H PASS 0,3981 1 -way Shear (+Z) 32711 psi 82.158 psi +1 10D+1 .60Lr+0,50L+l k0H PASS 0,3981 1 -way Shear (2) 32,711 psi 82.158 psi +1,20D+I .60Lr+0.50L+1,60H PASS 0,5214 2-way Punching 85.679 psi 164317 psi +1 .20D+1 6OLr+0,50L+1,60H Detailed Results . ....... ..... . ... . . .... -------- . . ....... Solt Searing a.. Rotation Axis & Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable . ..... - ----- -------- Xecc Zecc +Z +Z •_X A Ratio . ....... .... ---- - ----- Overtuming Stability Rotation Axis & Load Combination Overturning Moment --- - ----------- Resisting Moment Status Footing Has NO Overturning - --------- Sliding Stability . . .... . ... . ....... -, Units k Force Application Axis Load Combination... S 1 Force Resisting Force ..........._- --------- Slid Sa atio Status Footing Has NO Sliding ......... Footing Flexure Flexure Axis & Load Combination Mu Which Tension @ As Reqd ------------ Gvm. As Actual As PhPliln Status k-ft Side ? Bot or Top ? in A 2 in in k-ft X-X, +1,400 +1,60H 2.739 +Z Bottom 0,2592 Min Temp % 0,3382 13.192 OK X-X, +1,4001 +1,60H 2,739 -Z Bottom 0,2592 Min Temp % 0,3382 13,192 OK X-X, - 3,519 +Z Bottom 01592 Min Tema % 0.3382 13,192 OK X-X, +1,2001-+0.5OLr+1,60L+1.60H 3,519 -Z Bottom 0.2592 Min Temo % 03382 13,192 OK X- X, +1,2013 +1,60L+0.505+1,60H 2,347 +Z Bottom 0,2592 Min Temo % 0,3382 13,192 OK X-X, +1,200 +1,601_4503+1,6011 2.347 -Z Bottom 0Z92 Min Teruo % 0,3382 13,192 OK X-X, -1.2001 +1.60Lr+0.50L+1,60H 6,095 +Z Bottom 0,2592 Min Teruo % 0,3382 13.192 OK X-X +1,2001 +1 .60Lr+0,50L+1,60H 6.095 -Z Bottom 02592 Min Tema % 1}.3382 13.192 OK X- X, +1,20D+1,60Lr+0,50W.+ 6,095 -Z Bottom 0,2592 Min Temp % 0,3382 13.192 OK X X +1 .20D.+1,6OLr+0,50W+l .60H 6,095 -Z Bottom 0,2592 Min Terne % 03382 13,192 OK X-X, +1,20D+0.50L+1.605 +1.601 -1 2,347 +Z Bottom 0,2592 Min Tema % 03382 13.192 OK X-X, +1.20D+0,50L+I .603 +1 k0H 2,347 -Z Bottom 0.2592 Min Temp % 0,3382 13.192 OK X-X, +1.20D +1,605+0.50 +1,60H 2,347 +Z Bottom 0,2592 Min Terno % 0,3382 13.192 OK X- X, +1,20D+1.605 -4504 +1,60H 2,347 -Z Bottom 01592 Min Teton % 0.3382 13.192 OK X-X. +1.20D-+0.50Lr+0,50L+W+1,60H 3.519 +Z Bottom 0Z92 Min Temp % 03382 13.192 OK X-X, +1,2001 , +0,50Lr+0,50L+VV+1,60H 3.519 -Z Bottom 02592 Min Temp % 03382 13,192 OK X- X, +1,20D+0,50L+0.505 +W+1,60H 2,347 +Z Bottom 02592 Min Temo % 0,3382 13.192 OK X-X, +1,20D+0.50L+0,505 +W+9 :6011 2.347 -Z Bottom 0,2592 Min Tema % 0,3382 13.992 OK X-X. +1,20D-+0.50L+0,20S+E+1,60H 2.347 +Z Bottom 01592 Min Terns % 0,3382 13.192 OK X-X, +1,20D+0.50L+0,20S+E+1,60H 2,347 -Z Bottom 0,2592 Min Temp % 0.3382 13,192 OK X-X, +0,90D+W-+0,90H 1,761 +Z Bottom 0,2592 Min Terno % 0,3382 13,192 OK X-X, -+0,90D+W+0.90H 1,761 -Z Bottom 0Z92 Min Temp % 0.3382 13.192 OK X-X, +0,90D+E+0.90H 1,761 • _7 Bottom 00Z92 Min Temp % 0,3382 13.192 OK X-X, +0,90D+E+0,90H 1761 -Z Bottom 0.2592 Min "Cerro % 0,3382 13,192 OK Z-Z. +'1,40D+1,60H 2,739 -X Bottom 0,2592 Min Tema % 0,3382 13,192 /-I- Titie Line I Project Title: YOU ran change this area Engineer. Project ID: using the 'Settings" menu item Project Descr: and then using the 'Printing & Title Block' selection, Description : int column footing Z-Z +1,40D+1,60H 2,739 +X Bottom 0,2592 Min Terno % 03382 13.192 OK Z-Z. +1.20D+0,50Lr+1,60L+1.60H 3.588 A Bottom 0.2592 Min TernD % 0,3382 13,192 OK Z-Z +1 .20D-iO.5OLr+1,60L+I 60H 3.510 +X Bottom 0,2592 Min Term % 0,3382 13,192 OK Title Block Line I You can change this area using the 'Settings' menu item and then using the 'Printing & Title Block" selection, Description: int COIL non footing Footing Flexure Project Title: Engineer Project Descr: Flexure Axis & Load Combination Mu Which Tension @ As Req'd Gvm, As Actual As Phi'Mn Status k-ft Side But or Top ? jnA2 in A 2 in A 2 k-ft Z-Z, -+.1.20D- +- , l.601 -+0, 0S +1.60H 2347 -X Bottom 0,2592 Min Temo % 0,3382 13.112 OK Z- Z, +1,20D+1,60L+0.50S+I.60H 2,347 +X Bottom 0,2592 Min Tema % 0.3382 13,192 OK Z-Z, +1 .20D+l ,601-r+HOL+1.601-i 6,095 -X Bottom 02592 Min Terno % 03382 13.192 OK Z-Z. +1,20D+1,60Lr+0.501_ +1.60H 6,095 +X Bottom 0,2592 in Terno % 0,3382 13,192 OK Z- +1,20D+1,6OLr+0,50W+1,60H 6,095 -X Bottom 01592 Min Terno % 0,3382 13,102 OK Z-Z +1 .20D+1,60Lr+().50W+1,60H 6,095 +X Bottom 0,2592 Min Tema % 03382 '13,192 OK Z-Z. +1,20D+H0L+1,60S+1 RH 2,347 -X Bottom 0.2592 Min Tema % 03382 13.192 OK Z-Z. +1,20D+U00. 2.341 +X Bottom 0.2592 Min Tema % 0.3382 13,192 OK Z-Z, +1 ZD+1 RS+0,50W+1,60H 2,347 -X Bottom 0,2592 Min Terno % 03382 13.192 OK Z-Z, +I 10D+1 RS+&50W+l RH 2,347 +X Bottom 0,2592 Min Terno % 03382 13.192 OK Z-Z, +1 .20D+0,50Lr+0.50L+W+I .6011 3,519 -X Bottom 0,2592 Min Terno % 0,3382 13,192 OK Z-Z, +1 .20D-*O,5OLr+0,50L+W+1,60H 3,519 +X Bottom 02592 Min Terno % 03382 13,192 OK Z-Z, +1,20D+0,50L+0,50S-PVV+1.60H 2.347 -X Bottom 0,2592 Min Temp % 0,3382 13.192 OK Z-Z, +1,20D+0,50L+0.505 +W-+-1.60H 2.347 +X Bottom 0,2592 Min Terno % 0,3382 13.192 OK Z-Z, +1 .20D+0,50L+0 20S+E+1,60H 2.347 -X Bottom 01592 Min Terno % 03382 13,192 OK Z- Z, +1.20D+0.50L+0,20SiE+1.60H 2,347 +,X Bottom 0,2592 Min Tema % 0,3382 13,192 OK Z-Z. +0,900 +W , 4 , (), 90H 1,761 -X Bottom 0,2592 Min Terno % 03382 13,192 OK Z-Z, +0,90D+W+0.9011 1.761 +X Bottom 02592 Min Temo % 0,3382 13,192 OK Z-Z, +0,90D-+E+0.90H 1,761 -X Bottom 02592 Min Tema % 0,3382 13,192 OK Z- Z, +0,90D+E+0,90H 1,761 +X Bottom 0,2592 Min Tema % 03382 93.992 OK One Way Shear ---------- Load Combination.., V Vu 0 #+Z Vu :Max Phi Vn Vu I Phi'Vn Status +1.40D+l Z01-1 14,698 osi 14,698 r)si 14.698 osi 14.698 osi 14,698 osi 82.958 osi 0.1789 OK +1 .20D+0.5OLr+i .60L+1,60H 18,884 psi 18,884 usi 18,884 risi 18.884 osi 18.884 osi 82.158 osi 0,2298 OK +1,2003 +1,60L+0.50S+1,60H I2.599 osi 12.599 osi 12,599 Dsi I2.599 osi 12,599 osi 82.158 osi 0.1 a3 OK +1 .20D+1 .60Lr+0,50L+1,60H 32,711 osi 32,711 psi 32,711 usi 32.111 psi 32.711 osi 82.158 psi 0,3981 OK +1 .20D+1,60Lr+0,50W+1.60H 32,711 osi 32,711 psi 32,711 nsi 32.719 osi 32.711 osi 82.158 osi 03981 OK +1,20D+0,50L+1 .60S+1,601 12,599 psi 12.599 osi 12.599 osi 12.599 psi 12.599 osi 82,158 osi 01533 OK +1 IOD-0 .60S+0,50W+I RH 12,599 psi I2.599 rest 12.599 osi 12,599 r)si 12.599 Dsi 82,158 osi 0,1533 OK +1 .20D-+0,50Lr-450L+W+1,60H *884 net 18,884 psi 18.884 osi 18.884 osi 18,884 osi 82.158 osi 0,2298 OK +1,20D+0.50L+0.50S+W+1,60H 12,599 osi 12,599 osi 12.599 osi I2.599 osi 12.599 psi 82,158 osi 01533 OK +1.20D+0.50L+0,20S+E+1,60H 12,599 osi 12,599 psi 12.599 osi I2.599 osi 12,599 nsi 82.158 osi 0.1533 OK 49013 +W+0,90H 9,449 osi 9,449 osi 9.449 osi 9.449 psi 9,449 osi 82.158 psi 0.115 OK +0,90D.+ 9.449 osi 9.449 osi 9,449 osi 9.449 osi 9.449 osi 82.158 osi 0,115 OK Punching Shear ... .... ... ----- - All units k Load Combination... Vu Phi*VI) Vu I PhVVn ----- ------ --------- Status +1,4001 +1,60H 38.496 asi 164317DSi 0,2343 OK +1 .20D+0,50Lr+1,60L+I RH 49,457 osi 164.317osi 0,301 OK +1,20D+1,60L+0.50S+1,60H 32.996 osi 164.317osi 0,2008 0K +1 .20D+1 .60Lr4O,5OL+1,60H 85V1 osi 164.317 asi 0,5214 OK +1 .20D+1,6OLr+0.50W+1,60H 85,611 psi 164.317osi 0.5214 OK +1,20D+0,50L+1,605 +1,60H 32,996 osi 164.317 osi 02008 OK +1 .20D4-j,60S+0.50W+I .60H 32.996 Dsi 164317osi 02008 OK +1,20D+0.5OLr+0,50L+1N +1 .60H 49,457 osi 164.317osi 0,301 OK + 1 . 20D +0.50L 32.996 osi 164,317i)si 02008 OK +1,2003+0,50L+0.20S+E+1 .60H 32,996 osi 164.317osi 0.2008 OK -+0,90D+W490H 24.747 osi 164317osi 01506 OK 490D+E+0,90H 24,747 osi 164.317osi 0.1506 OK Title , Block Line 1 Project Title: You can change this area Engineer: Project ID: using the 'Settings' menu itern Protect Descr and then using the 'Printing & Title Block' selection, Description : ext column footing Code References -- --------- 12,0 in Calculations per ACI 318-11, IBC 2012, CBC 2013, ASCE 7-10 Height 0.0 in Load Combinations Used: ASCE 7-10 at Bottom of footing 3.0 in General Information Material Properties nla Soil Design Values f'c Concrete 28 day strength 10 ksi Allowable Soil Bearing 3.0 ksf fy Reber Yield 60,0 ksi Increase Bearing By Footing Weight No Ec: Concrete Elastic Modulus 3,122.0 ksi Soil Passive Resistance (for Sliding) 250,0 pcf Concrete Density 1145.0 pcf Soil /Concrete Friction Coeff, 0.30 (p Values Flexure 0.90 Shear Analysis Settings 0.750 Increases based on footing Depth Footing base depth below soil surface = 0.0 ft Min Steel % Bending Reinf, . Lr Allowable pressure increase per foot of depti= 0.0 ksf Min Allow % Temp Reint 0.00180 when footing base is below 0,0 it Min, Overturning Safety Factor 11,0 I 24,0 0.0 Min. Sliding Safety Factor 1,0 1 Increases based on footing plan dimension 0,0 k Add Fig Wt for Soil Pressure Yes Allowable pressure increase per foot of dept = 0.0 ksf Use fig wt for stability, moments & shears Yes when rnaximurn length or width is greater4 0,0 ft Add Pedestal Wt for Soil Pressure No M-xx 0,0 Use Pedestal wt for stability, mom & shear No 0.0 0.0 Dimensions 0.0 k-ft ------------ ----- M-zZ Width parallel to X-X Axis 4.0 ft Z 0.0 Length parallel to Z-Z Axis 4,0 it 0.0 Wt Footing Thicknes 12,0 in 0,0 0.0 Pedestal dimensions- px parallel to X-X Axis 12,0 in pz parallel to Z-Z Axis 12,0 in Height 0.0 in Reber Centerline to Edge of Concrete.. at Bottom of footing 3.0 in Bars parallel to X-X Axis Number of Bars Reinforcing Bar Size Bars parallel to Z-Z Axis Number of Bars Reinforcing Bar Siz( 5 # 5 7", ...... . . . ...... # 5 Bandwidth Distribution Check (ACI 15A.4,2) Direction Requiring Closer Separation n/a # Bars required within zone nla If Bars required on each side of zone n/a ied Loads -- ------------- D . ............ . Lr L . ..... ..... S W E H P: Column Load &0 24,0 0.0 0,0 0.0 0.0 0,0 k OB: Overburden 0.0 0.0 0.0 0,0 0.0 0.0 0,0 ksf M-xx 0,0 0.0 0.0 0.0 0.0 0.0 0.0 k-ft M-zZ 0,0 0.0 0.0 0.0 0,0 0.0 0.0 Wt V-x 0.0 0,0 0.0 0.0 0,0 0.0 0.0k V-Z 0.0 0.0 0.0 0.0 0,0 OD 0.0 k You can change this area using the "Settings" menu item and then rising the 'Printing & Title Block' selection. Description : ext column looting Project Title: Engineer: Project Descr: DESIGN SU)149ARY� Min. Ratio Item Applied Capacity Governing Load Combination ... .. . ... .. .. ... ....... PASS 07150 Soil Bearing 2,145 ksf 3.0 ksf +D+Lr+fl about Z-Z axis PASS n/a Overturning - X-X 0.0 k4t 0,0 Wt No Overturning PASS n/a Overturning - Z-Z 0,0 k-ft 0,0 k4t No Overturning PASS n1a Sliding - X-X 0,0 k 0.0 k No Slidinq PASS n/a Sliding - Z-Z 0.0 k 0,0 k No Sliding PASS n/a Uplift OD k 0,0 k No Uplift PASS 0,2374 Z Flexure (+X) 3.569 k-ft 15,031 k-ft +1,20D+1,6OLr .60H PASS 0.2374 Z Flexure (-X) 3.569 k-ft 15.031 loft +1,20D+l .6OLr-+0.50L+1,60H PASS 02374 X Flexure (+Z) 3,569 k-ft 15,031 k-ft +1,20D +1. 60Lr+0Z0L+l,60H PASS 01374 X Flexure (-Z) 3,569 k-ft 15,031 k-ft -0 .20D+1 .6OLr+0.50L+1,60H PASS 0,2623 1 -way Shear (+X) 21.552 psi 62,153 psi +1,200 +1 .601-r-t0,50L+1,60H PASS 0,2623 1 -way Shear (-X) 21.552 psi 82,158 psi +1 .20D+1.6OLr+0,50L+l .60H PASS 01623 1 -way Shear (+Z) 21.552 psi 82,158 psi +1,20D+1,60Lr-450L+1,60H PASS 02623 1 -way Shear (-Z) 21,552 psi 82,158 psi +1,20D+1 .60Lr40,50L+1 .60H PASS 03320 2-way Punching 54-561 psi 164,317 psi +1,20D+1,60Lr450L+1 ,6011 Detailed Results Soil Bearing Rotation Axis & Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable Xecc Zecc +Z +Z _X _X Ratio Overturning Stability. . .. ..... .... .............. . .............................. ... Rotation Axis & Load Combination ... ... ... ....... Overturning Moment ----- - - ------- ------ Resisting Moment _-Stiihillily, M a t to_ ______'___S,tatus Footing Has NO Overturning Sliding Stability . . ....... . .... . . ....... ... All units k ------ Force Application Axis Load Combination _ S ii Resisting Force Sliding Ratio Status Footing Has NO Sliding Footing Flexure - ------- ------ Flexure Axis & Load Combination Mu Which Tension @ As Req'd vin. As Actual As Phi* Mn Status ...... k-ft Side ? ...... ......... Botor Top ? in inA2 in k-ft X-X, +1 AOD+1 k0H 1,015 +Z Bottom 0.2592 Min Temp % 03875 15,031 OK X-X +1 .40D +1 .6011 1,015 -Z Bottom 0.2592 Min Temo % 0.3875 15.031 OK X-X, +1,20D+0.50Lr+1,60L+1.60H 1 .114 +Z Bottom 0Z92 Min Ternn % 03875 15,031 OK X-X, +1 .20D+0.50Lr+l .60L+1,60H 1 .714 -Z Bottom 0,2592 Min Terns % 03875 15,031 OK X-X, -+1.200 +1.60L+0,505 +1 ,6011 0V03 +Z Bottom 0Z92 Min Temp % 03875 15-031 OK XX +1.200 +9,60L+0,505 +1.60H 0V03 -Z Bottom 0,2592 Min Temp % 0.3875 15,031 OK XX +1 .20D+1 .60Lr+0.50L+1.60H 3.569 +Z Bottom 0,2592 Min Temp % 0,3875 15,031 OK X-X, +120+1.601-r-i-0,501-460H 3,569 -Z Bottom 0,2592 Min Temo % 0,3875 15,031 OK X-K +1 20D+1 .60Lr-+0,50W+1,60H 3,569 +Z Bottom 02592 Min Temo % 0,3875 15D31 OK X-X. +1,200 +1.60Lr+0,50W+1 ,6011 3.569 -Z Bottom 02592 Min Temp % 03875 15.031 OK X- X, 420D+0,50L+1,600 +1,60H 0V03 +Z Bottom 0,2592 Min Temo % 03875 115.031 OK X-X. +1,20D+0,50L+1,605 +1.60H 0,8703 -Z Bottom 0,2592 Min Temo % 03875 15.031 OK X-X, +1,200 +1.60 5+0,50W +1.6011 0.8703 +Z Bottom 02592 Min Temp % 0,3875 15k31 OK X-X, - +1. 0D +1 0V03 -Z Bottom 0,2592 Min Temo % 0,3875 15.031 OK X-X, +1,200+0,50Lr+0.50L+W+1 LOH 1 .714 +Z Bottom 0,2592 Min Temo % 0,3875 15.031 OK X-X, +1.20D+0.50Lr+0,50L+W+1.60H 1,714 -Z Bottom 0,2592 Min Temo % 03875 15,031 OK X- X. +1,20D+0.50L+0,505 +W+1 , 60H 0,8703 +Z Bottom 02592 Min Temo % 03875 15.031 OK X- X, +1,20D+0.50L+0.505 +W+1.60H 0,8703 -Z Bottom 02592 Min Terno % 0,3875 15k39 OK X_X +1 .20D-+(),50L+0.20S+E+1 .60H 0V03 +Z Bottom 02592 Min Tame % 0,3875 15,031 OK XX +l.20D+0.50L+0.205 *E+1,60H 0V03 -Z Bottom 02592 Min Temo % 0,3875 15,031 OK X-X, +0,90D+W+0.90H 0,6527 +Z Bottom 0.2592 Min Temo % 0,3875 15,031 0K, X-X, +0,900 +W-+0.90H 0,6527 -Z Bottom 0,2592 Min Tame % 03875 15,031 OK X-X. +0,900+E+0,90H 0,6527 +Z Bottom 0,2592 Min Temo % 0,3875 15.031 OK X-X, +0,90D+E-490H 0,6527 -Z Bottom 0.259 2 Min Terns as 0,3875 15.031 OK ZZ +1,40D+1.60H 1,015 -X Bottom 01592 Min Temo % 03875 15,031 OK,_,_ Title Block Line I Project Title; You can change this area Engineer: Proiect ll): using the 'Settings' menu itern Project Descr: and then using the'Prinfing & Title Block' selection. Description : ext column footing Z-Z, +1,40D+'l.60H 1,015 +X Bottom 0.2592 Min Terno % 03875 15,0311 OK Z-Z. +'1,20D+0.508vr+1.601. +1.6081 1.714 -x Bottom 0,2592 Min Teruo % 0,3875 15.(131 Ol< Z-Z, +1.20D+0,5OLr+1.60L+1.60H 1,714 +X Bottom 0.2592 Min Temo % 03875 15.031 OK Title-Block Line I Project, Title: You can change this area Engineer: Proiect ID: using the 'Settings' Mono item Project Descr: and then using the 'Printing & Title Block' selection. Description ; ext column fooling Footing Flexure Flexure Axis & Load Combination Mu Which Tension @ As Re 'd vin, As Actual As PhVMn Status k-ft Side ? Bet or Top ? i02 m ,1 2 102 k-ft ZZ +1 20D+1 ,60L+0,50S+1,601-1 0,8703 -X Bottom 0,2592 Min Temo 0 , 1 6 0,3875 15,031 OK Z-Z, +1. 0D X1 ,601-4503+1,601-1 0,8703 +X Bottom 0,2592 Min Temp % 0,3875 15,031 OK Z-Z, +1, 20D+1 .60Lr+0,50L4 3.560 -X Bottom 0,2592 Min Tema % 0,3875 15,031 OK Z-Z. +1,200) +1.60Lr+0,50L+1,60H 3.569 +X Bottom 02592 Min Temo % 03875 15,031 OK Z-Z, +1,20D+1,60Lr+0,50W+1.60H 3,569 -X Bottom 01592 Min Temo % 0,3875 15.031 OK Z-Z, +1,20D+1,60Lr+0,50W+1,60H 3,569 +X Bottom 0,2592 Min Temo % 0,3875 15,031 OK Z-Z. 420D+0,501-+1.605 +160H 0,8703 -X Bottom 0,2592 Min Tema % 0.3875 15.031 OK Z-Z. +1, 09D °+°0, 0,8703 +X Bottom 01592 Min Tema % 0,3875 15,031 OK Z-Z, +1,200 +1,60S450W+I .601-1 0.8703 -X Bottom 01592 Min Temo % 0,3875 15,031 OK Z-Z, +1,20D+1,605 40,50W+1,60H 0,8703 +X Bottom 0.2592 Min Temo % 03875 15.031 OK Z-Z. +1.20D+0.50I-r+(),50L+W+1.60H 1.714 -X Bottom 0.2592 Min Tema % 03875 15,031 OK Z-Z, +1,20D+0,50Lr+0,50L+W+1.60H 1.714 +X Bottom 02592 Min Temo % 03875 15,031 OK Z-Z, +1,20D+0,50L+0,50S+W+ 0,8703 -X Bottom 0,2592 Min Temo % 03875 15,031 OK Z-Z, +1.20D+0.50L+0.50S+W+1,60H U703 +X Bottom 0.2592 Min Tema % 03875 15,031 OK Z-Z. +1.20D+0.50L+0,20S+E+1.60H 0,8703 -X Bottom 0.2592 Min Temo % 0.3875 15,031 OK Z +1,2003-f0,50L+0,20S+E+1,60H 0,8703 +X Bottom 01592 Min Temo % 03875 15,031 OK Z-Z. +0.90D+W-490H 0,6527 -X Bottom 01592 Min Ternt) % 0,3875 15,031 OK Z-Z. -40.900} +W+0.90H 0,6527 +,X Bottom 0,2592 Min Teruo % 0,3875 15.031 OK Z-Z. +0,90D+E40,90H 0,6527 -X Bottom 0,2592 Min Tema % 03875 15,031 OK Z-Z, +0.90D+ +0.90H 0.6527 +X Bottom 0,2592 Min Temo % 0,3875 I5:031 OK One Way Shur .. . . ......... . ....... ... ........... load .,,.Combination ,...,- --- --VU Phi Vn Vu I Phl*Vn Status +1.40D-4-1,60H 6,131 osi 6,131 osi 6.131 osi 6.131 osi 15.9 1 osi 82,158 osi 0,07463 OK +1.20D+0,50Lr+1,60L+1,60H 10,348 osi 10,348 Dsi 10.348 osi 10,348 osi 10.348 osi 82.158 osi 0,126 OK +1,20D +1.601 - 4505 +1.60H 5.256 osi 5.256 osi 5,256 osi 5,256 issi 5.256 Dsi 82.158 Dsi 0.0}6397 OK +1 ZD+1 Z0Lr+0,50L+I ,601-1 21.552 osi 21,552 osi 21.552 osi 21.552 psi 21.552 osi 82,158 osi 01623 OK +1.20D+1,60Lr+0,50W+1,60H 21.552 osi 21,552 osi 21,552 osi 21,552 osi 21,552 osi 82,158 osi 02623 OK +I .20D+0.50L+1,60S+1.60H 5,256 osi 5.256 osi 5,256 psi 5.256 osi 5,256 as 82.158 osi 0.06397 OK +1.20D+l .60S+0.50W+'l 60H 5,256 psi 5,256 osi 5.256 osi 5,256 osi 5,256 osi 82,158 osi 0,06397 OK +1,20D+0.50Lr+0.50L+W+1 .60H 10.348 osi 10.348 psi 10,348 nsi 10.348 psi 10,348 nsi 82.158 osi 0.126 OK +1,20D+0,50L+0.50S4 .601-1 5156 osi 5,256 osi 5,256 osi 5,256 DSi 5.256 psi 82.158 osi 0,06397 OK +1,20D+0.50L+0.20S+E+1 ,60H 5.256 Dsi 5,256 osi 5.256 osi 5,256 osi 5,256 osi 82,158 nsi 0.0)6397 OK 490D+W+0,90H 3.942 osi 3.942 osi 3,942 osi 3,942 psi 3,942 osi 82,158 osi 0.04798 OK +0,90D+E+0,90H 3.942 osi 3,942 osi 3.942 osi 3,942 osi 3,942 osi 82,158 osi 0,04798 OK Punching $hear All Units k Load Combination... . ... . ........ .... ------ vu Phi*vn . ..... Vu I PhVVn Status +I,40D+1,60H 15,522 osi 164,317osi 0.09447 OK +1 20D+0.5OLr+1,60L+ 26,197 osi 164,317osi 0,1594 OK +1,20D 0,601--450S+1 .601-1 13.305 osi 164317osi 0.08097 OK +1,20D+1 .60Lr+0,50L+1,60H 54,561 taii 164317Dsi 0,332 OK +1 .20D+1,60Lr40.50W+1 .60H 54.561 osi 164317DSi 0,332 OK +1.20D+0.50L+1 :60S+j .60H 13.305 osi 164.317r)si 0,08097 OK +1 .20D+1,60S+0,50W+1.60H 13,305 osi 164317risi 0.08097 OK +1.20D+0.50Lr+0,50L+W+1,60H 26,197 osi 164.317osi 01594 OK +1.20D+0,50L+0.50S+W4-1 k0H 13,305 osi 164.317 osi 0,08097 OK +1.20D.+.0.50L+0.20S+E+1 ,60H 13.305 osi 164,317 osi 0,08097 OK -+0,90D+W-490H 9,979 osi 1643 H6073 OK +0,90D+E490H 9,979 osi 164317issi 0,06073 OK P,RihMT 2^.84.135 0 ShmM M-1 {Pad&O ... McGlarnery Engineering Group 3734 Osage Street Denver, Co 330-455-8988 JOB TITLE VC - !Wheat Ridge, CO JOB NO. 14-28993 SHEET NO. CALCULATED BY MEG DATE CHECKED BY MEG DATE www,struware,corn Type of Construction: Fire Rating. Roof = 0.0 hr Floor = 0,0 hr jtm� ,� Roof angle (0) Building length (L) Least width (B) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht 0.25 / 12 1.2 deg 150,0 ft 110.0 ft 25.0 ft 30,0 ft 5.0 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24 - 0,02Area, but not less than 12 psf over 600 sf: 12 psf I McGlarnery Engineering Group JOB TrrLE VC - Wheat Ridge, CO 3734 Osage Street Denver, Co JOB NO 14-28993 SHEET NO. 330-455-8988 CALCULATED BY MEG DATE CHECKED BY MEG DATE Wind Loads: G 0.85 Using rigid structure default Importance Factor 1,15 CS = Basic Wind Speed 100 mph f = Directionality (Kd) 0.85 zmh = Exposure Category B C = Enclosure Massif. Enclosed Building go, 9V = Internal pressure +/-0.18 L = Kh case 1 0.701 Q = KIT case 2 0,665 030 Type of roof Monoslope ,84 K 28,282 q = 4.000 HL = 28.282 q = 4.000 9R = 0.000 - up imgmhiq Factor 1C VU) 4 Topography Flat Hill Height (H) 80,0 If Half Hill Length (Lh) 100,0 ft Lh H,2 H Actual H/Lh 0.80 Use H/Lh = 0.50 Modified Lh 160.0 ft ESCARPMENT From top of crest: x = 50,0 If Bldg up/down wind? downwind V(Z) H/Lh= 4.50 K, = 0,000 ZAL V x/Lh 0,31 K = 0192 d) z/Lh 0.16 K3 1.000 H12 H At Mean Roof Ht: H/ Kzt = (I +K I K 2 = 1.44 20 RIDGE or X AXISYMMETRICAL HILL IT = 25,0 ft B = 110,0 ft /Z (06h) = 30O ft Flexible structure if natural frequency < I Hz IT > I second). However, if building h/B < 4 then probably rigid structure (rule of thumb), h/B = 0.23 Rigid structure #1 G 0.85 Using rigid structure default Rigid Btracture Flexible or CS = 033 Natural Frequency (rh) = 0.0 Hz f = 320 ft Damping ratio ((3) = 0 zmh = 30 ft lb = 0.45 C = 030 /a = 015 go, 9V = 14 Vz = 64,4 L = 310,0 ft IN, = 0.00 Q = 0,85 Rn = 0.000 030 28.282 0 = 0.000 G = ,84 K 28,282 q = 4.000 HL = 28.282 q = 4.000 9R = 0.000 R = 0.000 G = 0.000 #1 McGlamery Engineering Group JOB TITLE VC _Wheat Ridge, CO 3734 Osage Street Denver, Co JOB NO, 14-28993 SHEET NO. 330-455-8988 CALCULATED BY MEG DATE CHECKED BY MEG DATE Mam =01=13 1 1 11 pressure coefficient may be MUltiplied by the reduction factor Ri. Total area of all wall & roof openings (Aog)" 0 sf Unpartitioned internal volume (Vi) 0 cf Ri = 1.00 Altitude = 5280 feet Average Air Density = 0,0653 lbrn/ft Constant = 0L0219 Ty McGlarnery Engineering Group Wind o N rmal to Ridge (psf) JOB TITLE VC - Wheat Ridge, CO 3734 Osage Street Windward Wall BBL w 033 Denver, Co 0,23 JOB NO. 14-28993 SHEET NO. 330-455-8988 h/L = 0,17 CALCULATED BY MEG DATE %GC wt+q,GC w/-q CHECKED BY MEG DATE Wind Loads - MWFRS - all h (Enq1()jsqqtpoagrr!ji0y qhGCl) enclosed only, Windward Wait (WW) Kh (case 2) = 0.67 h = 25,0 If GCpi = +1-0,18 Base preSSUre (qh) = 14.2 last ridge ht = 26,1 ft G 0,85 Roof Angle (8) = 1 .2 deg L = 150.0 ft qi = qh Roof tributary area - (h/2)*L: 1875 at B = 110.0 ft -7.7 -2,6 (h/2)*B: 1375 at -0,70 -8,5 -11,0 Sur face Pressures (Psf) Wind o N rmal to Ridge (psf) Wi d 0iii last) W i n d I Windward Wall BBL w 033 h/L = 0,23 UB = 1.36 h/L = 0,17 Surface Cp %GC wt+q,GC w/-q Dist Cp qhGCl) w/ +q,GC, w/ -q,,GC, Windward Wait (WW) 0.80 9,7 see table below 153 14,8 0.80 93 see table below Leeward Wall (LW) -0,50 -6,0 -8.6 -3,5 -0.43 -5,2 -7.7 -2,6 Side Wall (SW) -0,70 -8,5 -11,0 -5,9 ti -0.70 -8,5 -11,0 -5,9 Leeward Roof (LR) Included in windward roof Windward Roof: 0 to h12* -0.90 -10.9 -13A -83 0 to h12* -0,90 -10,9 -13A -8.3 h/2 to h* -0.90 -10,9 -13A -8,3 h/2 to h* -0,90 -10.9 -13A -8,3 h to 2h* -0,50 -6,04 -8.60 -148 It to 2h* -0.50 -6,0 -8.6 -15 > 2h* 430 -162 418 -1107 > 2h* -0,30 -3,6 -6,2 -1'1 .. angle — <�10 — degrees. Therefore, leeward roof *Horizontal distance from windward edge is included in windward roof pressure zones, For monosiope roofs, entire roof surface is either windward or leeward surface, Windward Wall Pre satires a Combined WW + LW Windward Wall Normal Parallel L R- k 7- Kz Kzt q, w/+q,GC w/-q to R d d c�e to Midge "I V I 0 to 15' 0,57 1,00 8.4 5,8 10,9 14.4 115 20.0 it 0.62 1,00 9"1 6,5 11,6 15.1 14.2 Al" h= 25.0 If 0.67 1.00 91 Tl 12,2 153 14,8 ridge 26.1 ft 0,67 1,00 9,8 7.2 12.3 15.8 15,0 ' WW ti M11D HUPUhl, z,TA'J; V111V NOTE: vT See figure in ASCE7 for the application of full and partial loading of the above wind pressures. There are 4 different loading cases. 30,0 it 070 1.44 15,0 Windward parapet: 22,5 psf (GCpn = +1,5) � Leeward parapet: -15.0 psf (GCpn = -1.0) vnfr? ..... Windward roof overhangs add to windward roof pressure) 97 psf (upward) 7 McGlamery Engineering Group JOB TITLE VC - Wheat Ridge, CO 3734 Osage Street Building period coet. (CT) Denver, Cc JOB M 14-28993 SHEET NO. 330-455-8988 CALCULATED BY MEG DATE 0.224 Sao x= 0.75 Tmax = CuTa = 0.380 CHECKED BY MEG DATE MM= Occupancy Category: III Importance Factor (1) : 1,25 Site Class D Ss (0.2 sec) = 22,60 %g S1 (10 Soo) = 5.80 %g Fa = 1,600 Sms = 0,362 Sips = 0.241 Design Category = B Fv = 2.400 SMI = 0A39 Srm = 0,093 Design Category = B Simplified Analysis - Ilse Equivalent Lateral Force Analysis Equivalent Lateral-Force Analysis Permitted Building period coet. (CT) 0.020 Cu = 1,70 Approx fundamental period (Ta) C 0.224 Sao x= 0.75 Tmax = CuTa = 0.380 User calculated fundamental period (T) 0 Sao Use T = 0.224 Long Period Transition Period (TL) = ASCE7 map = 4 Seismic response coef, (Cs) = S = 0,043 need not exceed Cs = Sdi I /RT 0,074 but not less than Cs = 0,044Sdsl 0.013 USE Cs = 0,043 Design Base Shear V = 0,043W Model & Seismic Response Analysis - Permitted (see code for procedure) Structure Type: All other structures Allowable story drift = 0,015hsx where hsx is the story height below level x 1�7 �� al�� Company The McGlarnery Structural Group September 24, 2014 Designer Jon Eldridge 2�52 PM Job Number Checked By:_ Member AISC ASD 9th Code Chgqft� --- -- ---- -- LC Member LaW Code Chk Loc Shear Chk Loc ASD Eqn. Message Company The McGlamery Structural Group September 24, 2014 Designer Jon Job Number Checked By -- J oint Displacements Co mbination LC Joint Label X Translation Y Translation Rotation I RSA -2D Version 5.5 [ld A 1 # \14-28993-Specialty Retailer-Wheat Ridge CQ\ ngine i guest brace( Company The McGlamery Structural Group September 24, 2014 Designer Jon Eldridge 2:53 PM Job Number Checked By:_ Reacti r : • RI SA-2D Version 5.5 [WA14 \14-28993- Specialty Retailer-Wheat Ridge t \ ngine t br cec 2 LC Joint Label X Force Y Force Mornent I FOR OFFICE USE ONLY I City of' Wh6atf c ��dgle UNay DEVELOPMENT planIpwMit# 1 W1 1 27 -7 Z' k- C4 1 I 'P 4 , Li Phone - ( . cory) l��ill 1111 11 11n �!11111 iggig�111 1 Al 1 i ii, I I I,, Addres City, State, Zip: Archite neer• dry C)CA-1 o pi Go rVA 33�s� W -1 =WWWWWAR - Plumbing: W,R, City Lice 01 00= 11 A' Complete all information on BOTH sides of this form Sq. FULF Stu's Amps — - ------------ Squares Other ..,,~&.~HE4r -9-0 !:: Gl () '" C'aLOR l>QO City of Wheat Ridge Residential Mechanic PERMIT - 070375 PERMIT NO: JOB ADDRESS: DESCRIPTION: 070375 4900 KIPLING ST Remove Roof Top ISSUED: EXPIRES: Unit & rep1aeew/ new RTU 04/26/2007 10/23/2007 *** CONTACTS *** owner ge 303/52l-7038 Eric P. Hager Furs Family Dining 06-0069 Magnum Edge, Ine ** PARCEL INFO ZONE CODE: SUBDIVISION: ** UA 0048 USE: BLOCK/LOT#: UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED FEES ~~E3J ::::H 560.50 PROJECT VALUATION: 14,000.00 ** FEE SUMMARY ** Comments: PRESCRIPTIVE ENERGY ~ODE Replacement boilerslfum M . -. . BOilers/furnaces in new consatrucectios, . Immum of 80% AFUE ~""~Q I; n - MInimum nf enOL AFlJE as! ,.':"'.,IVi::Ilallt=qUtreC(ExceptforH d . Gas Water Heaters M' . .. y rome Heat) Electric Water Heate~. ~::um of .60 Energy Factor Insulation reauirements: . R~~~~1S93.EnergY.F ,;ctar . R-19 Crawl Spaces. R.t9 Sa R-38 cel!mgs sement wailS I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable/Wheat Ridge Orginances, for work under this permit. Plans subject to field inspection. ""-AM/ /'1;/I1J~ Lf-~ -C;J? s~~cire of contra&6r; oJner ..... date 1. This permit was issued in accordance with the provisions set forth in your application and is Subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. 2. This permit shall expire 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. 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 pIa is subject to field inspections. signatu a1 date INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT BUilDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 . (303-235-2855) MINOR APP1J.CATION Building Permit Number: Date: I I PLAN # f"''''".s fV'1>\/<f' piV\t')J- LJ q 00 F-,'f ti "'J. ' Phone: Property Owner: Property Address: Contractor License No.: Company: i11\14~IV(/Vh 4..0;ye iVle- Phone:? o?-r(}.1 '-7D3t' . l OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Buildinq Dept. Valuation Figure: $ it., "cO" , I hereby certify that the setback distances. proposed by this permit application are accurate, and donat violate applicable ordinances; rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; thatall measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under his permit. Plans subject to field inspection. ~ Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ . (QWNER)(CONTRACTOR): SIGNED (QWNER){CONTRACTOR):PRINTEO F~u.(fZ '"'- DATE 1-,)6 'a;)~ DATE Lj -Ji.- ,<-'7 Use of Space (description): Description of work: .fZ-ern Ov..e.... gAD 1?1U (2-eft-FlC'L [)...J tlL-.. //}..{2.(..(/ i?;[U Sq. Ft. added BillLDING DEPARTMENT USE'ONL Y SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: . Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Expiration Date: Approval: Mechanical License No: Company: "Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions setforth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days' from issue date or (8) 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 abandonmentexceeds one (1) year, full fees shall be paid for anew 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 shaH 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 Officiai "il1 COMMUNITY DEVELOPMENT DEPARTMEN-Tr F r!' P_' Building Inspection Division (303) 234-5933 Inspection line (303) 235-2855 Office' (303) 235-2857 Fax INSPECTION NOTICE" Inspection Type: A .?cTJ?.-l (" A-L Job Address/Permit Number: 7~9'~,~/~~ f;f:::>r IJ.dal..cej b- jM.7J (x.::;'L- /17':V1J-I- - ~A1r/a) 79- V yIJ Ii)'! o No one available for inspectiOt;Z: Tme Re-Inspection required: Yes 0 'When corrections have been made, I for re-inspection at 303-234-5933 Date: ,.; , f/ 0 {. Inspector: \ 7 DO NOT REMOVE THIS AM/PM COMMUNITY DEVELOPMENT DEPT. Inspection Services Division (303) 235-2855 Correction Notice Job Address: 4-9111 /OR//V'6' . ~.,c-~-r .4/A/A'/ /"?'/="/'//A'A///'A'L I. > /'1'Ax I Nt//-? rY'.-D.D RJR t'JN// /VrJ CR/"'/"')/ftA? 77/,4/\/ \.::;"1'7 .4,,4.//J,C;:;R~, 2. 7" crc// //'rJV; 7V~~ S.i:'A"u/r~ OUR ~ A' fir.:y }/A?.A7) u.//7.2->" /" A/ .2 /" :5- 0/.2 /^~" ~ ~ra/.)/.,pfi.1'~Av ,,3. > /hAh')P';V:<:;"A;.T/r'JA/ /)/-<Ah.J /..$ /\/1"1/ r?/?/W~/ ~ , . 4: .M..qN/.Jr/9r:77;R~ ,1'.Pt';/,/rN::A77'O/l/-S /Yv<>r'/-?,tt:: t?/\/s//.? F/JR O.-ofiRA770~ a~,;VCE y M/r-:;;'h1/ /r? 77.0/1/ ~tf7u/ReAl~ 5:"" 77,,-::;//~ LI'YJ,~ /7-v'fi./c:' COA/A/~ g; 0#// .r /)/.S-t"0A/A/LSC-'/, tt.7 O#P..s~ A'O?s- -H'vS-r /'C-.J. rE.4:A-:7J . When corrections have been made; call for re-inspection at 303-234-5933. DO NOT REMOVE THIS Date: City of Wheat Ridge Commercial Mechanica PERMIT - 060381 PERMIT NO: JOB ADDRESS: DESCRIPTION: 060381 4900 KIPLING ST roof top hvac unit replacement ISSUED: EXPIRES: 05/17/2006 1l/17/2007 *** CONTACTS *** ge 303/521-7038 owner 303/423-4196 Eric Hager furrs family dining 06-0069 Magnum Edge ** PARCEL INFO ** ZONE -CODE: UA SUBDIVISION: UA USE: BLOCK/LOT#: UA 0/ Permit Fee Total Valuation Use Tax ** TOTAL ** ESTIMATED PROJECT VALUATION: FEES 199.30 .00 140.40 339.70 7,800.00 ** FEE SUMMARY ** M~\<;k Comments: replacement of rooftop hvac unit 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 fulA~respt5fisibility for compliance with the Wheat Ridge Building Code (1.B.C) and all other anp-1:*~Wh_ea-L"1fid" __9.r.d~nac:e?:' or work/under this permit. Plans subject to field inspection; ---- / ~. " '< ,-' .-' /"" -:?"Z- )-t7-Cl(P ctor own~ date -.....-' 1. (ThiS permit~.~ued,in accordance with the provisions set forth in your application and is subject to the laws of the State~lorado and to the zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable orer:Lnances of the City. 2. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. 3. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (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. date Signature of Chief Building Offical INSPECTION REQUEST LINE: (303)234-5933 BUILDING OFFICE: (303)235-2855 REQUESTS MUST BE MADE BY 3PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-2~933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Building Permit Number. Date: Property Owner: Fvrr:S ;::1'1 n'7.' (y D tn.'nJ PropertyAddress: 't'7oo !<:;o/,'nJ SireeT, ....../,C4., .e:/)6~ tgO.1~ Phone:301-'t<..3-tjr'7G Contractor License No.: () ~ 0 0 if <7 Company: ,vI t9 G, MUr-1 c'j:>t>C~ rNc.. Phone: 30;$ ~ :)2-1-702. y- OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Suildin" Dent. Valuation Figure: $ I hereby certify that the setback distances proposed by this penni! application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Whe~ Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.G) and all other applicable Wheat Ridge Ordinances, forwork under this penni!. Plans subject to field inspection. (OWNERKCONTRACTOR):/~ DATE S/I ?/o,;; (OWNER)(CONTRACTOR):PRlNTEO DATE Value:$ 7800.00 Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ Use of Space (description): Description of work: i?oo ,:= 7 ()? HvflL (2ei' (flC~/>,,>cr-, ., U/J -' t- ZONING COMMENTS: Approval: Zoning: BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ~ \ Sq. FL added BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Expiration Date: Approval: Plumbing License No: Company: Expiration Date: Approval: Mechanical License No: 0 Go 06 9 CompanY:l'rlfl"nu"", 100<,'::, ,~c Expiration Date: Approval: (1) This pennR 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 pennR shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (6) the buHding authorized is suspended or abandoned for a period of 180 days. (3) If this penni! expires, a new permit may be acquired for a fee of one-half the amount nonnally required, provided no changes have been orwlll be made in the original plans and SpecificatiOns and any SuspenSiOn or abandonnlllnt has not e.xceeded one (1) year. If changes have been or if suspension orabandonmentexceeds one (1) year, fullfees shall be paid for a new penni!. (4) No work of any manner shall be done that will change the naturat flow of water causing a drainage problem. (5) Contractor shall notiljlthe Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before pro<:eeding with succeSsive phases of the job. (6) The Issuance of a pennit or the approval of drawings and specifications shall not be construed to be a penni! for, nor an approval of, anyviolatlon of the provisions of the building codes arany olheronlinance, law, rule or regulation. All plan review is subject to field inspections. Chief Building Official ) Building Permit CITY OF WHEAT RIDGE 7500 West 29TII Avenue Wheatridge, CO 80033 303-235-2855 Permit NU'Iriber. 18814 6/8/2005 Inspection Line 303-234-5933, .. Commercial Sign PROPERTY 4900 OWNER: Furr's Kipling St Unit: (505) 347-2964 Description InstaIl 5' x 6.5' neon wall cabinet on west elevation. Remove (2) 4' x 24' signs from roof 1 1 IPaid I 1$82.23 I 1$63.00 I 1$126.50 I 1$271.73 1 I I 1 I IPhone I 13032869688 1 I I I 1 IAPproved I 16/7/2005 1 I IDue 1$82.23 1$63.00 1$126.50 1$271.73 1 1 ILicense# . 117189 1 I INotes IC-1/JH: ok. Cannot be roof mounted IFEES IFees IPlan Review Fee IUse Tax IPermit Fee ITotal Fees 1 ICONTRACTORS IName IColorado SiQnworks I IAUTHORIZATIONS IType IZoninQ Approval Units: Occ'tipancy: Walls: Roof: Stories: Sq Feet:, o I hereby cerli'fy that the setb~i:kd~tlirices proposed by this permit application are Iii:~te, arid 'do not viOlate applic'aMe _ordinances, ruleS or ~iilitions,~fthe (:jty of Wheat Ridge or clIvenants, easementsllf restriction's oheeoi'd; that aU measurernclltifshowD, lInd allegations made are accurate; that I have read arid agree to abide oy aU c'lInditioIilfprinted on ap. aliein, a a llSsu'me full respoI15ibility for compwllice with the Wheat Ridge Building Code-(U.B.C.) and,-all other applicable WheatRldgeor. ; for und t. SIGNED DATE '. Tllis pennit w ued iu accordance with the provisio~ set forth in your application and is s~bject 'to the laws of the State of Colorado and to the zOning Regulations and Buildiug Code of Wheat Ridge, Colorado or any othcr applicable ordinances o[the City. This'Jlernilt shall eXpire if(A) the work authorized is not commenced within sixty (60) days fr.lm Issue'date or (B) the building authoriied is suspended or abaudonedforaperlodof120days. . If this pernut expires, a new perinit 'may be acquired for a fee of one-half the amount nonnaUy required, pro~ided no changes have been orwin be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) ;rear. If changes are made or ifSllspension or abandonment eXceeds one (1) year,_full fees sball be paid for a new'penult. . No work ofailY,mannershillbedimctbat will cbangc lhe natural flow ofwa ter causiug a ,di'ainage probJem. , , ,,' , ' Contractor shall not.ify the BuildiIig Inspector twenty-fouf (24) hoIll'S in advance for all inspections and sball receive written approval on inspection card,before proceeding with successive phases oft . 3 4 5 , ChicfBulldiugInspedor SIGNED DATE Wednesday, June 08, 2005 Page 1 of 1 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION UNE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION r I.t;e/l- ,/ 7"9't1c) }:::../!U,-Vv !"7/<;fC( Co l<?A+IJ c) Si'&v'.vt"~'> Property Owner: Property Address: Contractor License No.: Company: Building PermIT Number: Date: ~ J PhoneSO" 7Y7- 2'!~</ Phone5C:> -:2d:,- ?t~g OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT --' Buildina DetJt. Valuation Figure: $ >C;-vcJ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (I.B.C) and all other applicable Wheat Ridge Ordinances, for work under this permit Plans subject to fi~ion. ii (OWNER)[CONTRACTOR):SlGNE~~ -::;;/""- ( DATE .s f- (OWNER)(CONTRACTOR):PRINTED '3hIf ;;;i<O(J.~ DATE W '" ~ Use of Space (description): ~M~ Description of work: / /Vj?;/lf-L-L.. 5" . X f1..>- I /}/tU//V' tv" +t.-L C.r;-of)/h-T 0rJ ~li-X- ~L-,tVrr-77C)"/ U/'JtCJ(/!C (2.) ~ ';<. 2. 'I ( >/6./'5 f1ZwY1 Value: $ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total: $ Sq. Fl. added <Z ,S- BUILDING DEPARTMENT USE ONLY ONING COMMENTS: 1 ,.. _I ~ J Approval: J 1/ ~/7/tJt _ Die. t(HKot ~ '1>6 M~,...'1 Zoning:C _( BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: IRE DEPARTMENT COMMENTS: Approval: Electrical License No: Company: Plumbing License No: Company: Expiration Date: Approval: Expiration Date: Approval: w SIC: Sq.Ft.: Mechanical License No: Company: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge, Colorado or any other applicable ordinances of the City. (2) This permil shall expire if (A) the work authorized is not commenced within sixty (90) days from issue date or (B) the building authorized is suspended or abandoned for a period of 180 days. (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 shail 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, noran 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. U1 W -' <I U1 U1 co co :::> U1 w Z Z I o >-, E: 0- '" LL M lJ) M (\j f'- " M lJ) ~c o z w z o I [L (\j [L E: [L Ul (\j (\j IS) lJ) IS) IS) (\j ((l ,-j :r> '" E: I' I [ J ~ , /f I // \ 100' FRONTAGE WEST ELEVATION ". 'J;'" j.f. ,- NEW SIGN WEST ELEVATION REMOVE 100QJ WEST ELEVATION 135' FRONTAGE SOUTH ELEVATION 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303.235.2846 Fax: 303.235.2857 The City of Wheat Ridge 21 March 2005 Sherri L. Yager Terrix Financial Corporation 1777 South Harrison, Suite 507 Denver, Colorado 80210 RE: 4900 Kipling Street/Zoning Verification Dear Ms. Yager: I have received your request for zoning verification on the above-mentioned property, and I offer the following information: The property located at 4900 Kipling Street is currently zoned Commercial One (C-I). The C-I zone district allows a wide array of commercial uses. The existing structure at 4900 Kipling Street is being utilized as a sit-down restaurant. A sit-down restaurant is an allowed use in the C-I zone district. The structure was built in 1983 under a previous Zoning Code. The Zoning Code changes so frequently that it is impossible to know if all of the current regulations are being met without performing an in-depth site analysis. However, it should be noted that there are no active Code Enforcement violations for the subject parcel. Please feel free to give me a call with any further questions. I can be reached at 303.235.2849. Sincerely, UR~ Travis R. Crane Planner Sherri Yager 4900 Kipling St. I CITY OF WHEAT RIDGE 03/25/05 3:06 PM cdb TERRIX FINANCIAL RECEIPT NO,C019091 FMSD ZONING MISCELLANEOUS ZOMI PAYMENT RECEIVED CK 7388 TOTAL Terrix Financial Corporation SHERR! YAGER 3/1&)05 /{{cdf ~ Rk~ QtUfU .{Ju; ~ ~ ~ U/~ tk tltracJu[- ~0fJ ~~ ~ Ia-f MF VI () ~a . , ~~ ~ .~ ffl OD fvJ~ 'f-t~!ffl~~~. ~~ - AMOUNT 25.00 1777 S. Harrison Street. Suite 507. Denver, Colorado 80210 303-757-7800. Fax: 303-757-7849 E-mail: syager@terrix.com AMOUNT 25.00 25.00 ---------------------------------------- MAR-16-2005 WED 12:08 PM FAX NO. TERRIX FINANCIAL CORPORATION lZn SOUTH HARRISON STREET, SUITE 507 DENVER, CO 80210 PHONE: (303)757-7800 FAX: (303)757-7849 TO: Kathy Field DATE: 3/16/05 COMPJ!\INY: City ofWheatridge Community Development FAX: (303) 235-2857 PHONE: (303) 235-2846 FROM: Sherri Yager, Loan Closing and SelVicing Coordinator 4-)00 REGARDING: ~Kipling Street COMMENTS: Please provide a zoning compliance letter for the above address. The letter should state that there are no known violations of record, if applicable, and be addressed as follows: StanCorp r'~ortgage Investors, LLC C/o Terrix I::inancial Corporation 1777 S. H,lnison, Suite 507 Denver, CO 80210 Please fa): the letter to me at (303) 757-7849 and mail the original. Thank you for your prompt response. TOTAL NI.I MBER OF PAGES INCLUDING COVER SHEET: 1 ( ) FOR YOUR COMMENTS ( ) PLEASE CALL UPON RECEIPT ( ) FOR YOUR. INFORMATION ( ) PER YOUR REQUEST ( ) AS WE DISCUSSED ( ) URGENT p, 01 TERRIX FINANCIAL CORPORATION 1777 SOUTH HARRISON STREET, SUITE 507 DENVER, CO 80210 PHONE: (303)757-7800 FAX: (303)757-7849 TO: Kathy Field DATE: 3/16/05 COM PANY: City of Wheatridge Community Development FAX: (303) 235-2857 PHONE: (303) 235-2846 FROM: Sherri Yager, Loan Closing and Servicing Coordinator 4\~tlO REGARDING: ~ Kipling Street CO M M ENTS: Please provide a zoning compliance letter for the above address. The letter should state that there are no known violations of record, if applicable, and be addressed as follows: StanCorp Mortgage Investors, LLC c/o Terrix Financial Corporation 1777 S. Harrison, Suite 507 Denver, CO 80210 Please fax the letter to me at (303) 757-7849 and mail the original. Thank you for your prompt response. TOTAL NUMBER OF PAGES INCLUDING COVER SHEET: 1 ( ) FOR YOUR COMMENTS ( ) PLEASE CALL UPON RECEIPT ( ) FOR YOUR INFORMATION ( ) PER YOUR REQUEST ( ) AS WE DISCUSSED ( ) URGENT 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/ 235-2846 Fax: 303/235-2857 November 8, 2004 Trinia Mullins, Information Specialist The Planning and Zoning Resource Corporation 100 NE 5`" Street Oklahoma, OK 73104 Dear Ms. Mullins: The City of Wheat Ridge This letter is a response to your request for information regarding property located at 4900 Kipling Street within the City of Wheat Ridge. Pursuant to your previous correspondence, you had the following questions of me and Kristy Shutto, Permit Technician. • What is the current zoning on the property? C-1, Commercial-One • Is the property in any special, restrictive or overlay district? No • What are the abutting zoning designations? North: C-1, PCD (Planned Commercial Development); South: R-C, C-1; East: C-1; West (across Kipling): C-1 (See attached zoning map) • Was this a Planned Unit Development? No If so, can we please get a copy of the PUD? • Was the property granted any variances, special exceptions, or conditional use permits or zoning relief of any kind? Yes, a variance was granted to allow a sign larger than permitted by the zoning and development code. Case No. WA-83-12 was approved for a 170 square foot variance to allow a 320 square foot freestanding sign. If so, can we please get a copy of them? See attached copy of Board of Adjustment resolution dated June 23, 1983. If these are not available, would you briefly outline the conditions of the applicable document? Are there any legal nonconforming issues? Yes, the property appears to have nonconforming landscaped coverage relative to today's standard. The current standard for commercial landscaped coverage is 20% of the gross lot area. This was modified in 2001 from the previous minimum coverage requirement of 10%. At the time 4900 Kipling was constructed, the minimum requirement was 10%. Landscaped coverage reflected on the approved site plan is 10.5%. See attached copy of the Site Data Table taken from the building permit plan set. To the best of your knowledge, do your records show any unresolved Zoning or Building Code Violations and/or complaints? No Was the property developed with Site Plan approval? If so, could we get a copy of the approved plan and/or conditions? Yes, site plan approval occurred as part of the building permit review process. Attached are reduced copies of the site plan and the landscape plan. • Is this site in compliance with the current Zoning Ordinance Code? Yes, with the exception of landscaped coverage, which is considered legal nonconforming (see above). Attached are copies of the original building permit application and Certificate of Occupancy issued for the structure. Attached also is a receipt for the research fee. If you have any questions, or need anything else please let me know. I can be reached at 303- 235-2848. Sincerely, Meredith Reckert, AICP Senior Planner 7500 West 29th Avenue Wheat Ridge, Colorado 80033 303/235-2846 Fax: 303/235-2857 The City of Wheat Ridge October 13, 2004 T rinia Mullins Information Specialist The Planning & Zoning Resource Corp. 100 NE 5th St. Oklahoma City, OK 73104 Re: Request for information - 4900 Kipling Street Dear Ms. Mullins: The Community Development Department is in receipt of your October 12, 2004, request for information regarding the Furr's Restaurant located at 4900 Kipling St. iri the Kipling 5000 Business Park. You have also requested copies of plans. This letter responds to your request. We perceive that the information you are requesting is likely contained, if at all, in one or more of the following I. Building, Zoning and Code files 2. Microfilmed and/or scanned files The City charges $25 per hour for research and $.50 per page for copying; $5 per page for large plans. We estimate the time needed to fulfill this request to be 2 hours. Upon receipt of a check from you in the amount of $50, we will proceed with the research and will generate a letter to you. Sincerely, r Meredith Reckert Senior Planner "v. Cc: Kristy Shutto COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 17287 Date: 6/25/2004 Property Owner: DUNTON MGT. CO.lINDEPENDENT PROPERTIES Property Address: 4900 KIPLING ST #4 Phone: 422-4044 Contractor License No. : 20530 Company: Sign*A*Rama Phone: 202-1128 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Total: $230.08 $15.00 $0.00 $2.76 $17.76 Construction Value: I hereby certify that the setback distances proposed by this permit application are accurate. and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application. and. that I assume full responsibility for compliance with the Wh Ridge Building Code (U.B.C.) and all other applicable t Ridge 0 ona r nde this permit. (OWNER)(CONTRACTOR) SIGNED ~-28-o ~ Permit Fee: Plan Review Fee: Use Tax: Use: BUILDING DEPARTMENT USE ONLY Description: INSTALLING NEW GRAPHICS FOR EXISTING SIGN FACE AND CABINET ~9!~~iijlIl Approval: JH Zoning: C-1 ~~ Approval: E['~~~~ Approval: Occupancy: Walls: SIC: Sq. Ft.: 6/25/04 Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successi the job. The is a I or the approval drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the ,s' fth ?",~olher ordinance, law, rule orregulalion. (1) (2) (3) Chief Building Inspector Please sign Terms and Conditions on reverse side of page. .~' .H[~r '" A / ~ 0 - ," U M COl.OR"'~:P COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION Building Permit Number: Date: I) Property Owner:J:)u",ro"o ((\6.. C:..O. / IN~..NOe>J' ""'p....:ne<S Property Address: l.t <=iOO l<1f'l..-ING ST, ~ Lf- Contractor License No.: 205.30 Company:.s lGN.-A- I<-A-<<IA. (LAKSWllOi:>) eoNrAC'r, PI>66'j . Phone: 3<6- '\2:z..-l.\b<t4 Phone: ;3 03 - '2.02. - \ \ 7-8 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value:$ 230.08 Permit Fee:$ Plan Review Fee:$ Use Tax'S; Total:$ I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances. rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown. and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances, for work under thiS~ (OWNER}(CONTRACTORj:SIGNEO ~ .. E ~-:2q-~ (OWNER)(CONrRACTOR):PRINTED 'Ro..lAl...O "E. 5rA-NISLA-v.) Description: iNSTA-u.....N6 Ne;w G.eAPoHC$ fee.. E)L\STll\.l6 Sl";l\l ffic.G ANJ:> c:tAI!hNe'"\ Sq. Ft. added 20;76 BUILDING DEPARTMENT USE ONLY ZONING COMMENTS: (ZS-/tJ+ Approval: J Ff (P f' Zoning: c-( SIC: Sq.Ft.: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical license No: Company: Plumbing license No: Company: Mechanical license No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Codes of Wheat Ridge. Colorado or any other applicable ordinances of " the City. (2) This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. (3) If this permit expires. a new pennit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes have been or if suspensIDn or abandonment exceeds one (1) year, full fees shall be paid for a new pennil (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 pennit 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. Chief Building Official ~,....~. ~ - ::: ~ u 'COLO,,5[! -, Sign Permit First Avenue \ proposed I~'" (in sq.ft.) Address Building Size -, ttJ' 3: '0 ~ Wall .flf\lS'lAL-L\NlO f'Jr=:I/J GIUWWtCS FO<<-. ex IS TI N is S \ (,; N FJo<<:..t=. AND c.A8i "'-.=:\ rOb x 12.5 = Zo.16 r-- IJ ? 2_ W Q) > ~ <:(- (/) ~.~ :r=f o Sample Site Plan Allowable Wall Signage Calculation . . 8tep 1: Det.....la. the I.agth of the w... which the alga will ... attachadto Wall 1 length @ .p.ZI Fr. - Wall 2 length @ Wall 3 length @ . For every 1 linear foot of wall length, you are allowed 1 square foot of wall slgnaga atop 2: Tho I....ath 01 tho wall will give you tM allowable aqua.. foota.. for a wall e.an. @"Zl Wall 1 allowable slgnage Wall 2 allowable slgnage @ Wall 3 allowable slgnage @ , . Wall signs must be adjacent to a public street or major Interior drive . Signs on canopies, awnings and arcadas are considered wall signs and are based on the length of tha wall to which they are attached. Iheli....; a detail of tho propoHcl wall algn, Ilk. thl.: - - ~ ~ Sns n .~ - . - - Wall Length .i. ......, 20 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - (303-234-5933) CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) Building Permit Number: 16306 Date: 10/3/2003 Property Owner: DUNTON REALTY Property Address: 4900-80 KIPLING ST Contractor License No. : 21784 Company: The leak Finder Roofing Co., Inc. Phone: 758-3131 Phone: 368-7368 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for ark under this permit. f ~ (OWNER)(CONTRACTOR) SIGNED DATE lOr:?, 0 , I Construction Value: Permit Fee: Plan Review Fee: Use Tax: $125,000.00 $1,473.95 $0.00 $1,500.00 $2,973.95 Description : +- i?..G-O--- ?o+8.'15 REMOVING RIVER ROCKS, RUBBER ROOF - INSTALLING 1/2 BOARD BASE & (TAMKO) AWA Total: Use: PLAN 170 - .....r\ (7IJ/bOr~ BUILDING DEPARTMENT USE ONLY .... , ~tfrii\igtCt~ SIC Sq. Ft.: Approval Zoning: a."'iil"~-_f~m!l J!l1 ".1; . .. '.or:ume.n s. Approval: ~=~ ~lID.e~, .OEt<S llI,omm ,S' Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one.halt the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuan 0 7}1erm. it or t e approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provis t' es or any other ordinance, law, rule or regulation. , (4) (5) (6) ctor Please sign Terms and Conditions on reverse side of page. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80033 - (303-235-2855) APPLICATION :UWl~ rZeO-\~ ~n.6 s, galla-I\!" .sf- P~\w"5Z ~\lllf > '119 CO .J- 4-98D jr.p ~ ~ Le~ p"",iGr f&o~ Co ::+iI\c Building Pennit Number: Date: P~pertv Ownec- Property Address' Contractor License No.\ Company: <-tlr.e one: 1~8/3)3/ Phone: 36g ~ 73ti"' OWNERlCOl''iTRACTOR SIGNATURE OF lJl'\DERSTANDlNG A.!I\D AGREEMENT DESCRIPTION: ~ DATE ;!~f~ i*M>I\l~ DATE ~ ,,-v~ fc>JrJ- I J'J\'~<:;f' tr ~~O) AWG-~ \CM Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use Tax:$ Total:$ 1~,S,OM,\1:l I hereby certify that the setback distances proposed by this permit application are accurate, and donol violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measuremenlS shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C) and all other applicable Wheat Ridge Ordinances. for work under this permit. {O\\'NER)(CONTRA.CTOR):SJGNED ~../~_ (O'NNERXCOl\.'TRACTOR): PR1!-;'TED C <?'-'(j' ~C'\M,D~ (6M(], -l- ,,,,oJ" - X\M.k[\~ \10 ~ 20cvJ BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No: Company: Plumbing License No: Company: Mechanical License No: Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (1) This permit was issued in accordance with the provisions set forth in your application and is subject to the laws of the State of Colon.do and to lhe Zoning Regulations and Building Codes of\Vheat Ridge, Colon.do or any other applicable ordinances of-the Ciry. (2) This permil shall expire if(A) the work authorized is not commenced within sixty (60) days from issue date or (B) Ihe building authorized is suspended or abandoned for a period of 120 days. (3) If-this permil expires, a new permit may be acquired for a fee of one-halflhe amount normally required. pro\lded no changes have bet:n or will be made in me original plans and specifications and any suspension or abandonment has not exceeded one (J) year. If changes have been or if suspension or abandonment e~ceeds one (I) 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 twenry-four (24) hours in adnnce for all inspections and shall recei\'e wrinen approval on inspection card before proceeding wilb 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 pennit for, nor an approval of, any violation of the pro\lsions of the building codes or any othc:rordinance, law, rule or regulation. Chief Building Inspector Certificate of Completion AND / OR Compliance CITY OF WHEAT RIDGE 7500 W. 29TH AVENUE WHEAT RIDGE, COLORADO 80215 THIS CERTIFICATE VERIFIES THAT THE PROPERTY DESCRIBED BELOW, DOES COMPLY WITH THE WHEAT RIDGE BUILDING CODE, ZONING AND OTHER RELATED LAND USE AND DEVELOPMENT LAWS OF THE CITY OF WHEAT RIDGE FOR THE FOLLOWING PURPOSE: 10381 INTERIOR/EXTERIOR REMODEL OWNER: Furr's Bishop's. Inc. ADDRESS: 4900 Kipling Street PROPERTY ADDRESS: 4900 Kipling Street. Wheat Ridge. CO 80033 ZONING ADMINISTRATOR DATE Aug. 4. 2000 CHIEF BUILDING OFFICIAL I. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 10381 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 4/17/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4900 KIPLING ST Contractor License No. : 20626 Company: Parkway Construction & Associates OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 972-808-2904 Phone: 972-539-1613 Construction Value: Permit Fee: Use Tax: $250,000.00 $1,469.75 $3,750.00 $5,219.75 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 a~ree 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 f'-,26--;?O~ Cl Total: Use: Description: Interior/exterior remodel. New finishes & some modification of walls, ceiling, flooring, seating & lighting in public areas incl. entry, lobby, public service line & dining rooms. Minor ex!. changes, paint & add wood trim BUILDING DEPARTMENT USE ONLY ~ Approval: MLC Zoning: C-1 SIC: Sq. F!.: Minor exterior and interior remodel only. No change of use ~ Approval: DM Okay per comments ~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval : (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning- Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shaH expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shaH receive written approval on inspection card before proceediing with sive phas of the job. The issuan pe' roval 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 de or a ordinance, law, rule or regulation. Chief BUildin~ Inspectf (4) (5) (6) Arvada Fire Protection District Organizational Excellence In Fire, Rescue, and Disaster Services. 3/30/00 Wheatridge Building Department 7500 W 29th Avenue Wheatridge, Colorado 80033 RE: Furrs Cafeteria remodel, 4900 Kipling St. The following are our plan review comments; I) All drapes, hangings, curtains, drops and other decorative material that would tend to increase the fire and panic hazard shall be made of material which is not flammable or shall be treated and maintained in a flame-retardant condition by means of a flame-retardant solution or process approved by the Fire Marshal. UFC 97 2501.5 2) The occupant load shall be determined by the Wheatridge Building Department and shall be posted in a conspicuous place by the main exit from the room. UFC 97 2501.4.2 3) Exit doors from Group A Occupancies shall not be provided with a lock or latch unless it is panic hardware. UFC 97 2501.8.2 4) Exit signs shall be subject to field inspection. / Additional exit signs may be required. UFC 97 1212.2. 5) ...-------- Emergency lighting shall be provided for all occupancies where the exiting system serves an occupant load of 100 persons or more. 6) Emergency lighting is subject to field inspection, additional units may be required. UFC 97 1211.1 7) The building address numbers 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 97 902.2.1. 8) Wall coverings other than paint are to meet the requirements ofUBC Chapter 8, documentation to be provided prior to installation. 9) Provide locks on circuit breakers supplying power to emergency circuits such as exit lights, per the National Electrical Code. 6503 Simms Street . Arvada, Colorado 80001-0060 . (303) 424-3012 . Fax (303) 432-7995 10) Verify that sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall flexible cords pass tbrough walls, ceilings or doorways. UFC 97 8506.3 11) Fire extinguishers shall be a 4-A rated 10-lb ABC dry chemical type fully charged with current insectan tags, mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounting bracket. The required number of units shall be provided prior to final inspection. UFC 97 1002.1. Amended. 12) Trash enclosures including doors shall be of noncombustible construction UFC 97 1103.2.2. (Amended). Dumpsters and containers with an individual capacity of 1.5 cubic yards or more shall not be stored in buildings unless protected by an approved automatic sprinkler system. UFC 97 1103.2.2. 13) Any code requirements arising from construction 14) Twenty four hours notice required for all tests and inspections. UFC 97103.3.2.2 ,j / 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 A PPL\ C.f\T I D N fU~~'~"6\~ap'~ I \ \..\G. 4-')'<:5>0.. K rPLIN'=> p;:"',WI\:l~ C90ud.-U Company: 17A~I-A.5?AKKWAY t.o~~'-Ifl!oH 6 ~.Phone: Cf72- - z.z.1-1"I10) OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Property Owner: Property Address: Contractor License No. : ?7Z- Phone: $0$ - 2- "J 04- I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record: that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED..1::1.LL______DATE Construction Value: 9l-S0,OOO" Permit Fee:..Y$~YJ$:lr!ilfAWl," pd Z~~l. l~s5.~1 ~wd Use lax. j 37S{),OQ Total: S.;l/9. 7:::> Use: Description: 1~1~/1::.~loR f?,~l-: ~"""f'\\ol.\GH~ ....HD SoMS l"'toDlf:.tc......noN. oF' \N".......w.....~ c.../Sl/.-ll-l'=> .fu>o?-INb I SF-A=rtl-+c.. ,.."'D L\bI-\TINh It+ T1-l6- 1?"L.je\..I'-A~IS""'~ I\'\(..LVDIH-b T~o; 6t+~'(1 LO~~'( ,17v!?>j..ol{.. SGI2-Itc.e- l-IH6. A.t"{.D I7INlt-\.'" fl..oo~'E>. NIl-to~ e:~I01<: t:.l-\A.M~::' ~ IH-I MP 1\01'\. oF WooD ,RW\. , BUI,LDIN~ DE~ARTMENT USE ONLY ~qp.tqgjl;iQrpm!m.~ ... \'\\\II.(S\:'I- \i'\.\.\S\.. <:\ \t\\.Iii\\C\l 0\..(J\\m~~\l t\\\.\l.'(f'7 : Approval : \'\\\\..~, Wo ~\'\CW(\lI-. ~~ \.\.'S,St . /:.' Zoning: t.. \ 0 -~ t ' 1-' l!!.!!!!!!lmQi'l:::im!!!!Lf!"lj! .o::$r~ 62e.r-&rn~~;).--' 312'a-(,c..e ~ i;i Approval: ~. 0 ~~~_~!m!I:!!!.~ Approvai : Occupancy: Walls: Roof: Stories : , Sq...:\)1: ~ RECENED Q 06?1'1'1' ~fI" c>t<'0\ Electrical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. . , This permit shall expire if (A) the work authorized is not commenced within sixty (60) days' from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change-the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty~four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the buildin es 0 any other ordinance, law, rule or regulation. I I // (1) (2) (3) "d~OOO d ( ~ LETTER OF TRANSMITTAL D&E Architecture and Interior Design 6116 North Central Expressway, Suite 800 Dallas, Texas 75206 phone: (214) 696-9073. fax: (214) 696-9076 DATE: March 3, 2000 JOB NO: FU247 ATTENTION: Department of Building And Development TO: City of Wheat Ridge RE: 7500 W. 29th Ave. Wheat Ridge, CO 80215-6713 WE ARE SENDING YOU THE FOLLOWING ITEMS: X Attached OR Under separate cover via: UPS X Prints Plans Specifications Copy of letter Shop drawings Change Order Samples COPIES DATE NO. DESCRIPTION 3 03/02/00 Copies of Penn it Sets I 03/02/00 Check for Plan Review Fee I 03/02/00 Aoplication For Building Pennit For approval ~ For your use As requested For review & comments FOR BIDS DUE: Reviewed as submitted Reviewed as noted Returned for corrections Resubmit for review Submit for distribution Return corrected prints THESE ARE TRANSMITTED as checked below: PRINTS RETURNED AFTER LOAN TO US REMARKS: Please find attached 3 copies ofthe Permit Set dated 03/01/00 for Furr's Family Dining Restaurant located at 4900 Kipling, Wheat Ridge, CO., I (one) check for the Plan Review Fee and an Application for the Building Permit. If you have any questions please contact our office. : CC: Project File SIGNED: James N s D&E ArchItecture Interior Design <,;, F:\fu247\2.IBuildillg\trans030200.doc Organizational Excellence In Fire, Rescue, and Disaster Services. pSWAD,.::j ~'i#!r4~ '~l~19111~0 ;)~~/~ ~~' <(;"" o Arvada Fire Protection District Wheatridge Building Department 7500 W 29th Avenue Wheatridge, Colorado 80033 3/30/00 RE: Furrs Cafeteria remodel, 4900 Kipling St. The following are our plan review comments; 1) All drapes, hangings, curtains, drops and other decotative material that would tend to increase the fire and panic hazard shall be made of material which is not flAmmAble or shall be treated and maintained in a flame-retardant condition by means of a flame-retardant solution or process approved by the Fire Marshal. UFC 97 2501.5 2) The occupant load shall be determined by the Wheatridge Building Department and shall be posted in a conspicuous place by the main exit from the room. UFC 97 2501.4.2 3) Exit doors from Group A Occupancies shall not be provided with a lock or latch unless it is panic hardware. UFC 97 2501.8.2 . . '<'-~ 4) Exit signs shall be subject to field inspection. Additional exit signs may be required. UFC 97 1212.2. 5) Emergency lighting shall be provided for all occupancies where the exiting system serves an occupant load of 100 persons or more. 6) Emergency lighting is subject to field inspection, additional units may be required. UFC 97 1211.1 7) The building address numbers shall be posted on a temporary basis and shall be pennanently affixed to the building in a minimum of 4 inch numbers on a contrasting background. UFC 97 902.2.1. 8) Wall coverings other than paint are to meet the requirements ofUBC Chapter 8, documentation to be provided prior to installation. 9) Provide locks on circuit breakers supplying power to emergency circuits such as exit lights, per the National Electrical Code. 6503 Simms Street . Arvada, Colorado 80001-0060 . (303) 424-3012 . Fax (303) 432-7995 10) Verify that sufficient electrical receptacles as extension cords and multiple adapters are not permitted, nor shall fleXIble cords pass through walls, ceilings or doorways. UFC 97 8506.3 II) Fire extinguishers shall be a 4-A rated IO-Ib ABC dry chemical type fully charged with current insectan tags, mounted not less than 3 feet nor more than 5 feet from the floor to the top of the mounting bracket. The required number of units shall be provided prior to final inspection. UFC 97 1002.1. Amended. 12) Trash enclosures including doors shall be of noncombustible construction UFC 97 1103.2.2. (Amended). Dumpsters and containers with an individual capacity of 1.5 cubic yards or more shall not be stored in buildings unless protected by an approved automatic sprinkler system. UFC 971103.2.2. 13) Any code requirements arising from construction 14) Twenty four hours notice required for all tests and inspections. UFC 97 103.3.2.2 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 10295 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 3/27/00 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 4990 KIPLING ST, 16 Contractor License No.: 19541 Company: Chappy Electric, Inc. OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 456-6534 Phone: 421 6638 Description: Total: $350.00 $23.50 $0.00 $5.25 $28.75 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 fo omplia ith the eat Ridge Building Code (U.B.C.) and all other applica at . ge ordi ncas, or under this permit. Construction Value: Permit Fee: Plan Review Fee: Use Tax: (OWNER)(CONTRACTOR) SIG Use: WIRE HOT WATER HEATER BUILDING DEPARTMENT USE ONLY ~UiJ_"'''_''M~n -I Approval: Zoning: SIC: Sq. Ft.: ~ Approval: BG ~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally"required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building odes 0 any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building In ector 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: .3 /~7 /00 Property Owner .x no/ e pe ')d~c..e.. ~(A ClX"e L-f.- C. Property Address t./99tJ X,pllt?J S+. $Flit; Phone 3O~-ti5{P-1o'03tJ Contractor License No.: /q 5 '-/1 Company: eha.ppf Clect,-;c;. rn~. Phone 303-421."'1038 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: 350. CO Permit Fee: :L 3. 5 v Plan Review Fee: Use Tax: 1 hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for co liance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe t Rid e inances, for work under this permit. (OWNER)(CONTRACTOR)SIGNE 'lJ<<J....- DATE# Total: Description: ~ j,k;f ~ ~. BUILDING DEPARTMENT USE ONLY ~c:itliflIllCllrfl1fjjJlf~~ Approval: Zoning: ~QlIali1litC01iftifiin~""JJ Approval: ;g. c.... ~.Oblil3.~Sl.<tOll!:m!!.m!!]1 Approval: Occupancy: Walls: SIC: Sq. Ft. Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Exp!ration Date: Approval: III lP.Lli.!IJl8J:lflJ1-<<~ Expiration Date: Approval: . B.llQiiItB!.l[l!l~ Expiration Date: Approval: . X. !^~' .. " l4) 5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shaH expire If (A) the work authonzed is not commenced within SIxty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or If suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that Will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours In advance for all inspectIons and shall receive written approval on inspection card before proceedimg With successive phases of thelob, lhe issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of th"'gd;nz' or any other ord;n""ce, law, rule or regulat;on. Chief Building'lnspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRIOR TO INSPECTION (1) (2) (3) F , D...E,INC. Ci tyoL;Wl1eat Ridge Type Invoice Date Reference 03/02/00 FU247,-Plan Review Fee '.,., ,i Ut b.H::Sr ":llri..:'c ~,.... --', ;!( '; t:.;:".' ';::;i"; ,'" .'.',\..,,, ;,'H)"ij- ..,". ,.~\)\YiUU-' ii_I;" FLAi''j F:E:'!IEk.i f" ;,,'.:.:;i""",.;-r j"(t:,..;-':l."::}J ; {"-,:\:-,.-" ,-._"'.".. ':"Ti4L Date: r:-i,', 1..; .,'-"" "",:':i::i':i,'." ,,,.:JJ.:J, 3/2/2000 Balance $1,555.94 Check Number Check Amt: Discount $0;00 !::tlmkiT 16452 16452 $1,555.94 Pay Arnqunt $1,555,'::94 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 5777 9/4/97 Properly Owner: Properly Address: 4900 KIPLING ST Contractor License No. : 18146 Company: McBride Electric Phone: 423-4602 Phone: $4,000.00 $69.00 $0.00 $48.00 $117.00 ~ ~ , , OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT BUILDING DEPARTMENT USE ONLY _1nn!l1ll_1rn_1 ~ Approval: Zoning: SIC: Sq. Ft.: Construction Value: Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions.of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibili for compliane with the Wheat Ridge Building Code (U.B.C.) and all other applicable Whe ge ordi n s, for work under this permit. / DATE9-q-'97 Total: Description: (OWNER)(CONTRACTOR) SIGNE ANSUL SYSTEM lalim~_ ~ Approval: ~ Approval: Occupancy: Walls: Roof: Stories: Residential Units: ; :~ . ~J ~ '. l ! , ! I I Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before roceediing with successive phases of the job. e issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions the ilding co or any oth ordinance, law, rule or regulation. Expiration Date: Approval: II-"~ Expiration Date: Approval: II~ Expiration Date: Approval: II~ (1) (2) (3) (4) (5) (6) ( L Buiiding Inspector THIS PERMIT VALID ONLY WHEN SIGNED BYTHE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION , I I' ;u I ,~ '11 ~i 1 DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: Contractor License No. : Company: Fv~R~ CArG-T€1etA ~OO KI~,II/C: Sr. q If", Mc...{f;e/OE &ecr~tc./ INC. Phone: 4 2.3 ~460Z Phone: 7.6 J.. 6 1"7(. 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 wit the Wheat Ridge Building Code (U.B.C.) and all other applicable eat Ridge or"n ce.s; r wor~der this permit. (OWNER)(CONTRACTOR) SIGNED / d/ DATE ~,JI?7 Description: INST/ttLL ct:ecr"eIC/1C- '70 ANSO!..- SySTe'"fv1 Approval : -~ Approval: Occupancy: Walls: Construction Value: Permit Fee: 4000.~ 6"'1. co 4g .00 Use Tax: I (7 . (t.Jo 34(53) 00 -- Total: BUILDING DEPARTMENT USE ONLY Roof: Stories: Residential Units: Electrical License No: I ~ I 4(, Company : (V1C.g~I~ ELEcrterc Expiration Date: zf og/,,,,, Approval : .~~ Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: . Ilmili~~fi'_~~ Expiration Date: Approval: .-..- This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire if (A) the work authorized is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one--half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection carel before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the proviSions of the building codes or any other ordinance, law. rule or regulation. (1) (2) (3) (4) (5) (6) Chief Building Inspector 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: 5729 .BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 8/26/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Property Address: 4900 KIPLING ST Contractor License No.: 17979 Company: Safety Systems Phone: Phone: 466 2393 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax: $7,800.00 $138.00 $0.00 $93.60 I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applicable Wheat Ridge ordinances,Jar work under this permit. (OWNER)(CONTRACTOR)SIGNED ,jJ&)~,,+~ DATE('~ '-.6 ,'} Description: FIRE PROTECTION SYSTEM IN KITCHEN RANGE HOODS Total: $231.60 BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: SIC: Sq. Ft.: ~ Approval: ~ Approval: Occupancy: Wails: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: IIJ~ Expiration Date: Approval: IIJ~ Expiration Date: Approval: IIJ~ (4) (5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Rid~e, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authOrized is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permIt may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the/.ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a .permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-593324 HOURS PRIOR TO INSPECTION DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215. Property Owner: Property Address: Contractor License No. : Company: F R'T S Cu... -(i ..eA. Q...' I a..., '-/900 KrfJQl(f'/o 11979 Sa. ..(!.R..+i J'yd f0-rI j Phone: Phone; OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: Permit Fee: Plan Review Fee: Use Tax; 7~0CI, 00 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,8.C,) and all other applicable Wheat Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SIGNED !J1>t~~ DATE ff.a(,- 't7 Total: Description: j: \ X"~ 2""'Of "- J-/ ~ ~'y) d--0>1 ;." 1(( fc4.. I(7~.Ls BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: ?~)ilmr.9.olT!ments:j Approval; Zoning: Bm[ijJj)g~ommen~ Approval: p"llIil~~_ommen~ Approval; Occupancy: Walls; Roof.; Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date; Approval; fj!J ~!~~...!@.- Expiration Date; Approval: Jllel~~!Wmt_ Expiration Date: Approval; . ~~r.eJI" (4) (5) (6) This permit was issued in accordance with the provisions set forth in yapur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and BuildinQ Code of \^/heat Ridge. Colorado or any other applicable ordinances of the City. This'permit shall expire If (A) the work aulhonzed is not commenced within sixty (60) days from issue date or (8) the building authorized is suspended or abandoned fora period of 120 days. If this permit expires. a new permit may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. " Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases at the/"Ob. The issuance of a pennit or the approval 0 drawings and specifications shall n01 be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Bwilding Inspector For Mayor THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR CALL: 234-5933 24 HOURS PRIOR TO INSPECTION E a: '" " .... .... l'- (J) (J) .... " N g. a: (Jl E W I- (Jl )0- (Jl )0- I- W "- a: (Jl If) \Jl N o Z [' U~em- t)tv Part * .D~o1,;.LirR.ion I I PCL 240 2.40 Charaed Cvl. peL 350 3.50 Cbarqed Cvl. ~ @llft - peL 550 5_50 Cbaraed Cvl. , "t , , ~ .;J.. , I HeR ~ech.Control Head \ I 3 I NL-A Plenum Nozzle "'(Yf"'- ^ ~ as drawn subject 10 Field !nspeG~O! .l/ .:l. NL-R AODliance Nozzle ~ - and Acceptance Test. Contact Tr~F~ l\rvaria l-~r~ NLFl Appliance Nozzle Marsha!'s Office at 425-0850, 24 flOWS priG NLFL25 &ouliance Nozzle to fi.ceeptanc8 Test. HLRR-2 &npliance Nazzle 0> UI!: 'bl~~-:J Appliance Nozzle , J. __ "--~-,~~_:'_:,_:_".-- --- NLF-2 NL-DD Uoriaht Broiler Nozzle ~ C? Ari'Ma Fire Protection District NL-DI Duct Nozzle '1" '. . . fi) 1Jt!..J..: Wi (lRJ 1'..E- , S I NL-D2 Duct Nozzle I NL-D3 OUct Nozzle U ... nt .... ,_: ~ a .1U. if/tiN'" 0' "J.,...I . L: .D,.." Fire protection system. ~fS sY.lJfe... i, J IIPS-H . Kanual Pull Station 7 . PLK-l Fusible Link Kit .'it." 1 for ~'.h.p, ~v"""1-.~'r'''' .,..- et':>~.itHz are resnonSh..-if: .'..' L:...:.....~... ~i:....;:.""J.... .l.U .<,;,,- .0 ~ ' ~ ~ , Dual Micro Switch U .1.. and nlanufacturezs recornrrlend.anons HS-DPDT of the installation. Co \7;:' BY-75 3/4- Mecb.Gas Valve ~ EXhaust; Hood 'II, ., (, <:, " "i .,- ~ \-" ,,~ BY-IOO 1" Hech.Gas Val.ve I(J Exhaust pact 10 'It I J... 'Z. =' _\ '.~.Co ~~...'\~~.A GV-125 1%" Hech.Gas Ya1ve II c.I,ara .....u - Et.a.dl'lt. l I~,p~,.,~ .f:... . GY 150 l!;- Hech.GaB Valve '16 II ( ~ CJni?J..l'. +\~ '.~ GV-200 2" Hecb.Gas Valve l I ) A~' Ie.... tSl .... "- N lL II Instal.lation By Locat.ion System Mfg. SAFETY SYSTEKS FtA.rrs C....f'.e.t...r'... PYRO CUEH 1408 Cedar st. 'i c; 00 It. 1'1'1.;",.,9 Broomfield CO E a: m ';t .... .... t'- m m .... ';t N l!) ::J a: Ul E W f- Ul )- Ul )- f- W "- a: Ul If) <.D N o z: Item ntv part # Descr~nl:J.on ~- ~ PeL 240 2.40 Charaed Cvl. GfJ r (j) L' V1i- I I PCL 350 3.50 Charned Cvl_ ~-f, ,_ I"- ~ - ..... "t. .. ..... .-l ~ PCL 550 5_50 Cbaraed Cvl. I\. '\. a : I MCH Hech.Control Head "@ --@ .3 .J NL-A Plenum Nozzle "- - JlL-1l ADPliance Nozzle '\ I HLPl Aooliance Nozzle - I I I I I @) e ~ HLP 1. 25 ADPliance Nozzle Lf' I NLRB 2 Aonliance Nozzle NLP-2 Annliance Nozzle . NL-UB Dortobt Broiler Nozzle CQ~ NL-Dl Duct 1lozzIe '! Ja. S- .:t NL D2 Duct Nozzle @~@ j,J"f ~ r..~ Bn. ......_ NL-D3 Duct Nozzle " nl. . ,,~.~.f. ,.. ~ '@ . J I 'f ... ... t"v_ , I RPS-K Hanual Pull Station s;y!lo+........ 7 5 FLK-I FusibLe Link Kit 8 1 as DPDT Dual Kiero Svitcb GV-75 13/4. Hech.Gas Valve (,0 Exhaust Hood I 15 0..,." IllIOU GV-IOO 1. Hech.Gas Valve fH lDthaust D~ct GV-125 l~. Hecb.Gas Valve ( 1,1 [v~......sf- O.u.t ~ f GV-150 1~. Hech.Gas Valve \,}3 f.tco."'1et' ) GV-200 2." Hech.Gas Valve (tIJ l'1lf""lg,.4. lau ) OS) .... '- m "- ~ Installation By Location System Mfg. SAFETY SYSTEHS FLlrr5 Co..{:a.f-.....<>- PYRO CHEN 1408 Cedar st. 1.{900 k.;'pL:"" Broomfield CO ~ Installation By Location System Hfg. SAFETY SYSTEMS Furr-s CCI+e+eru:r.. PYRO CHEN 1408 Cedar St. '1<too K;I"PL'~~ Broomfield CO - - IS) .... "- If) CL ;y 'i' m.... It.em Otv Pact . DeSCc1Dt1on ^ ..ij'~ ~ I a. PCL 240 2..40 Cbarqed cVI/Q.t::~ ... -// 14 ~'1 ~~ '/ ~ .'t't \ ~~ 3 1'-;"2., ~~ ~}/. / l'~ / U' ~~! to l{ ;}.. PeL 350 3.50 Cb,uQed Cvl '- \ I..... _ peL 550 5.50 Cbacaed evl. . . ,., . . b... ~~. .". ~ ~ "- 3 . I HCD Kech.Control Read I I I I I..... I ...... .. T?5\ .. .....\ ; ./' - -@ ~~ I{ 8 NLA PlenullI Nozzle 6 ~ 1 5. YG } ~' (" 5 .:l NL-H AODliance Nozzle - p. , NLFl AODliance Nozzle " - '... NLFl.25 AODliance Nozzle ~ @ @ @~ "@( @ {j ~ NLRH-2 ADDliance Nozzle 7 !l NLP-Z ADDliance Nozzle .~ ...@ NL-DIl Unrioht Broiler Nozzle ~ NL-DI Ducl; Nozz1e ~ cp (;!~ D~~ t1",@ 8' 8" NL-DZ Ducl; l'Jozzl.e - NL-D3 Duct Nozzle & I.IATF: 1.1. ...". '1 1 RPS-H Kanual Pul1 Station -"- 1"- l~ ..I' , . . -. . 10 J:J.. FLK 1 Fusible LiDk Kit '.t. ~ Dual Kicro Svitcb lILs~J f. l'I~u rL._ II I MS-DPDT ~!l.~&"'~ . GV-75 3/4- Hech.Gas Valve (13 Exhaust Hood ao' jJi Oc-d.. Illl.""" GY-IOO I" Hech.Gas Va.lve (1'1 Exhaust D~ct '{it "lC 10 1'1 cf@<e, 1'. I' II. GV 125 l-!r" Hech.Gas Valve \~S rkep I,.v I'" ~o S t ~&..one .. GV-lSO 15;- Mech.Gas Valve \.I' G-rl LL t.b. 'l.1 r"-~. :!.,.. J~ .:t GV-200 Z- Kech.Gas Valve U7 p" I1mllL 7' 1~..2.) u ~ 8" ~ ~ ~ If) ..0 N o z:~ ~ @ (J) :E W I- (J) >- (J) >- I- W L- a: (J) :E a: If) " .... .... l'- O'i O'i .... " N <.9 ::J a: The City of 7500 WEST 29TH AVENUE WHEAT RIDGE. CO 80215-6713 (303) 234.5900 ~heat 'Ridge City Admin. Fax # 234-59:14 Police Dept. Fax # 235-2949 April 30, 1997 Mike Lucas LUKES - A STEAK PLACE 4990 Kipling Wheat Ridge, CO 80033 Re: Lunch grill Dear Mr. Lucas, This letter is in regards to our recent meeting regarding the proposal of a lunch grill at your establishment "Lukes - A Steak Place". As was discussed, you are proposing to place a grill, during the hours of 11 :30 a.m. - 1 :30 p.m. in the front of your existing restaurant. This grill, which will temporarily misplace two parking spaces, will be brought in after I :30 p.m., each day, thereby opening up the two displaced parking spaces for use. Also, you also explained that the grill will not be in the circulation path of any of the interior traffic, nor will the customers using the grill, pose any traffic problems. In addition, staff would also like to state that no additional signage may be attributed to this use, and any trash left in the parking lot, which was created by the use of the grill, must be picked up following each daily use. If all of the above issues are met, this use is pennitted, for the months of May to October. But, should any complaints be registered regarding any inconvenience, in any way, for the other tenants/customers of the shopping center, the use may be discontinued. If there are any further questions or comments regarding the above infonnation, please feel free to contact me at 235-2852. o RECYCLED PAPER - P- lJtJ'1b -' OJ I p.1 f:t I I ~l pA~/ . /\ ~\ hi ! / , r""" J I ~{" i.~'1l ~~ 'fo<;,t.,"\ 'vfY) Dil-ll)JL- p~1;O~ \ ~L ) i, ';"{j "' ~ p.. I s QV ~ Ii}:. if. ~l _ ~ Ie u -(~~ /{), rP u0~ -</() ~() /J.. ,d;,C, j' L~~ " i!~ /I'd pv , I I ~ I I I OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT -DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION DIVISION. 235-2855 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 4699 Building Permit Number: Date: 3/6/97 Property Owner: Property Address: 4900 KIPLING ST Contractor License No.: 18738 Company: A. Adkisson Electric, Inc. Phone: Phone: 2309550 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 printe on this application, and that I assume full responsibilit for co liance with the he Ridge Building Code (U.B.C.) and all other applicable Wheat . s, tier this pem" . ..." Construction Value: Permit Fee: Plan Review Fee: Use Tax: $325.00 $45.00 $0.00 $3.90 Total: $48.90 I (OWNER)(CONTRACTOR) SIGN7B Description: ELECTRICAL FOR BUS SHELTER BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: I I I I Electrical License No : i Company: i t i I I I , I Approval: Occupancy: Walls: Roof: Stories: Residential Units: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval: Expiration Date: Approval: II II II (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Re.gulatio~s and Building Code of Wheat RidIJe, ~olorado or any other. appli~ble ordinances of,the City. . . .' ThiS permit shall expire If (A) the work authOrized IS not commenced Within SIXty (60) days from Issue date or (8) the bUilding authorized 1$ suspended or abandoned for a period of 120 days. If this permit expires, a new permit may be acquired for a fee of one-half the amount normally required, provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit No work of any manner shall be done that will change the natural flow of water causin~ a drainage problem Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all Inspections and shall receive written approval on inspection card before proceediing with successive phases of the job. The issuance of a permit or the approval of drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of t~ build~g codes o~ any other ordinance, law, rule or regulation. . , { ~ I } , ~"k OC.f{v'1 (flJ- Chle Building Inspector V,'THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MAYOR , CALL: 234-5933 24 HOURS PRIOR TO INSPECTION !~l (6) 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: '3/ ~-/CII Property Owner: 01) -iDooR. Pi2.{)I'YIOlLCiJ:) }~TPl-TtJG, Property Address: "-1100 Contractor License No. : }'f, /3 "li Company: A. J'l ()j<J:~ Phone: EUC-tflTC) r,<J(, Phone :';>30-9'5"<;0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: -it "3 :JSoO Permit Fee: Plan Review Fee: Use Tax: I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown, and allegations made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full resp ibil" for co pliance with the Wheat Ridge Building Code (U.B.C.) and all other appticabl e idge d' anees, for work under this permit. Description: Gu ~ fU_ (OWNER)(CONTRACTOR) SIGNED' DATE3,-S-Q7 Total: BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: ZlmI!'fmPJjmrn!l.O~ Approval: Zoning: BUllai~Ifflflif"e~ Approval: RWl!l:.1WP:fkS1.~!)mJ:n.!l!l.m Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: III IW1mnt<e!l~ Expiration Date: Approval: II lIP.!!I.lOOB.ltIl!J~ LI Expiration Date: Approval: II mlJJmB.~fiilI 14) 5) (6) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Building Code of Wheat Ridge. Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the worK authonzed is not commenced within sixty (60) days from issue date or (B) the building authorized is suspended or abandoned for a period of 120 days. If this permit expires, a new permIt may be acquired for a fee of one-half the amount normally required. provided no changes have been or will be made in the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No worK of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty-four (24) hours in advance for all inspections and shall receive written approval on inspection card before proceediing with successive phases of the/'ob. The issuance of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions of the building codes or any other ordinance, law, rule or regulation. (1) (2) (3) 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: 4618 c _BUILDING INSPECTION DIVISION - 235-2855 CITY OF WHEAT RIDGE Date: 2/19/97 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: Properly Address: 4900 KIPLING ST Contractor License No. : 19316 Company: Outdoor Promotions, LLC. Phone: Phone: 2251550 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 re ibility for compliance with the Wheat Ridge Building Code (U.B.C.) and all other applies e Wh t Ridge ordinances, for work under this permit. (OWNER)(CONTRACTOR) SiGNED...... oA---~ATE .:;J. -j '1-1} Total: $4,300.00 $100.50 $0.00 $51.60 $152.10 Construction Value: Permit Fee: Plan Review Fee: Use Tax: Description: BUS SHELTER BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft.: Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No : Company: Plumbing License No : Company: Mechanical License No : Company: .. Expiration Date: Approval: .. Expiration Date: Approval : Expiration Date: Approval : .II (1) (2) (3) This permit was issued in accordance with the provisions set forth in yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buildin~ Code of Wheat Ridge, Colorado or any other applicable ordinances of the City. This permit shall expire If (A) the work authOrized is not commenced within sixty (50) days from issue date or (8) the building authorized is suspended or abandoned for a penod of 120 days. . . If this permit expires, a new permit may be acquired for a fee of one-half the amount normally requIred, provided no changes have been or will be made In the original plans and specifications and any suspension or abandonment has not exceeded one (1) year. If changes are made or if suspension or abandonment exceeds one (1) year, full fees shall be paid for a new permit. No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all Inspections and shall receive written approval on inspection card before procee" with successive phases of thel.Ob. The i u nce of a permit or the approval 0 drawings and specifications shall not be construed to be a permit for, nor an approval of, any violation of the provisions oft ilding de~or any her ordinance, law, rule or regulation. , C 7 <:2--. '-./ L-/ (4) (5) (6) uilding 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 f. CITY OF WHEAT RIDGE Date: 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 Property Owner: C / f,7 ~ f= (..,A,.,....d-I?~ e Property Address: 41 ChJ J< 'f 1."':7 5-1, Contractor License No.: /1.31 b Company: 0 LA. ~ f'rtJ,......c-l; ...--. Phone: Phone: , 7"-.;:1.25-1 S"S" 0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT I hereby certify that the setback distances proposed by this pennit application are accurate, and do not violate applicable ordinances, rules or regulations of the City of'tNheat Ridge or covenants, easements or restridions of recerd: that all measurements shown, and allegations made are accurate; that I have read and a9tee 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 aU other applicab eat Ridge ordinances for work under this permn. . DATE "...,,,'-, 6 (OWNER)(CONTRACTOR) SIGNED Description: B~.$ S ivL/w 2flSJ..,../fo....-{.I__ BUILDING DEPARTMENT USE ONLY Zi)li!!1!1IC~m~ 1-- I ( . fj ~ .. Approval: ~ ~ v.-U k I.tl~ Zoning: C-I 'b tf'if'" ~ ~~ BIl1IC!!!.lQi...C()rnme!!~ I U Approval: !,(jIiIRa.~C9mmen~ Approval : Occupancy : SIC: iOO'~ Sq. Ft. : t-l 't- ~ Walls: Roof: Stories: Residential Units : Plumbing License No : Company: Mechanical License No : Company: Electrical License No : Company: Expiration Date: Approval: E l~~''-~~Q!!!I.I!~ Expiration Date: Approval: II ~'~\i.lJ:L'l(W '_: Expiration Date: Approval : . oj: .. "~IU'!.-, , 1') This _ was issued in lCl:O<llanc:e _ !he provlsions set fol1h in yopur application IIld ~ sUbjed to !he laws 01 !he Slale 01 ~ and to !he Zoning Regulations and 8uildi"ll Code of Wheal Rid~. ~ '" any 0Iher applicable ClIdinanc:es 01 !he C;ty. (2) This _ shall expire d (A) !he _ authorized is not commenced within oi>dy (GO) days Irom issue dale '" (8) !he building _Od ~ _ '" abandoned to< a period 01120 days. (3) If this permit expires. a new petmlt may be acquired for a fee of one-haIf the amount normaUy requited. provided no Changes have been or wtII be made in the original plana and specification. and any susptnlion or abandonment has not exceeded one (11 year. It changes .... made Of if ~ or abandonment exceeds one (1) year, fun fees shan be paid for. new penrit. (4) No wort( or any manner shall be done tIult will change the l\ltu,.., now of water causing . inage PfOb'em. (5) ConlIadot shall notify !he Building InsilectO<lwenty-four (2') houts in advance to<.. . . and shall .. with successive PttIIeS at the icJb. (6) i of. 'f or the approval O~rawings and specifications shall' nol be of iog s or any 0 ordinance. law, rule or regulation. on Inlpection card befo(e vtolItion of the provisions C ef Building Inspector THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUILDING INSPECTOR AND MA VOR 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 c,'f."Y CJ'= <...J~~~e.. 41th! KIf I.~ 5-1, Contractor License No.: I "t 31 (" Company: 0 Vi. f.d.__._ f'r" _-I ; -. Property Owner: Property Address: Phone: Phone: 't7()-:::" '2 S-I S"~ 0 OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Construction Value: 1:/ ,3 ~ Permit Fee: Plan Review Fee: Use Tax: I hereby certlfy that the setback distances proposed by this perm~ 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 a~ree 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 III other Ipplicabl elt Ridge ordlnlnces for work under this perm~. . DATE/f-lO;'''~ (OWNER)(CONTRACTOR) SIGNED Description: /3,,-.$ S Jvz.JI-qr J::,ns..f."./to..--/.1 ~ Total: BUILDING DEPARTMENT USE ONLY ZijllLnglContlQli~ Approval : Zoning: BiilICIJ~II:...Col.11m~ntS:J Approval : p(j61R:l~oml!1!1JJ~ Approval: Occupancy: Walls: SIC: Sq. Fl: Roof: Stories: Residential Units : Plumbing License No : Company: Mechanical License No : Company: Electrical License No : Company: Expiration Date : Approval : E s.~Jjt~~~~~ Expiration Date : Approval: III J"!J;;J..iJ,;- '\:Jr,._ Expiration Date: Approval : . .I~ _ ~ - ('L.W:0~J - . ' (1) This permit wu iSlued in accordance with the provisions Nt for1h in yopur IPpfbtIon and ilsUb;lctto the IawI or 1M State of CoIcndo n 10 the Zoning Regulationa and Building Cod. oI_.t Ri<lll', ~ or ony oIher ~bIo onlinoncos 01 tho City. (2) This pennit shill ""pile if (A) the wort< lutIiorizod is not commoncod within sixty (eo) clays fnlm issue elate or (B) the building _eel i1_ or IbIndonod for I period 01120 clays. (3) If this pennit expires. I new perml may be acquired for. fee of ~ the amount r'lOITNIlIy~. provided no changea have been or wiI be made in the original pqn.lnd Specifications and any suspension Of abandonment has nocexceeded one (1) year. If changes atelNde or if suspension Q( abMdonment exceeds one (1) year, full fees shan be plid for. new permit. . (4) No WOfk of any manner shall be done that will change the naturll flow of water causing I drainage problem. (5) Contractor shall notify the Building Inspector twenty.four (24) hours in advance for all inspections and shall receive wrIften approvaJ on inspection card before proeeedjing with successive phases of the job. (6) 'The issuance of. permit or the approvaJ of drawings and specifications INn not be construed to be II permit for. nor an apPf'OVlI 01. any YioIItion of the provisions of the building codes or any other Ordinance. law. rule or regulltion. 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 . ....0. Box 270807 QUTDOOR ~ , tolllns, CO 80527 7JROMOTIONS UC (970) 22S-1SS0 I~IG""""'-g"""-""'" . Don Goette Vice President of Operations Cellular#: (970) 566-1589 Bus Shelter Worksheet City: State: iJ~ 1<.'>4 e .. C-<1 Landmarks: Sight Location: 1Jl! --.. Shelter #: k,'.ol.'y...., ~ L.J'1-r~ . FIA.../"/..s C()ntfefe;~;('YJ\f~ Phone #' " :-; -' :"~' ::.;,~.:':'. .-\:.:.:,~.~;?i~~~P~~3~~fl~~; . Name: M#: .~ . " .. Contracted Date: Date Completed: Cost Eleci,:CQI),tt:~~~~i Phone #: . .. " ';:',:,,;:~:':'.:'.::(::\;~~;i"'t::;:;.~~~;w\~~t!~\~'%*r{. M#: Name: Locate Conf #: Contracted Date: ~~ Date Completed: Elec. Insp. Ilnsp Date: . . ..Qtnt:>.n4fQ~~~'~~~&~:FliSltt Land Owner: I - ",,-~,,:,,;,:/,.~.)~,.1.l'+";i;':"..$~\~~N: .,.;f'li(.t~:'; . ','; '.-.':: ''-'."'>.-.: ':;~'-';:,::";'~;;i:~~~b;';~1;,/.r -.:".;r{;,:f..\ Land Owner Signature: . (I Hove Been Notified: x ) Speci~ Requests I ~ddltional Information: "OW 13 ~I'V\ Fe Sig' htMQ~\\;~;!fi."", t-D ..., J;;i;-:;..5;;:j~~;'~~1~~~@~~ .. ~ .... I () 0 'JJ/o '('I y-t... .t>. , - ;, L 6" I -I" s.....K ", ") s~'" I \.. ~ ' ~ fl? e -.. 1 f \ e.. ~ cJ fO o fOV> . "I1~ BUS SHELTER LOCATION Posting Certification I, n~ ~-7f-e . t!}U-I,1 o-r /I'~~-f-,.---r (name) residing at /8'3 ~ ~$!r 1,(,..r7 ie>,.J ~111:+ l.f~+t:.:,ll,\..s,. LA Pas ~S (applicant's address) . as the applicant for a bus shelter with advertising, hereby certify that I have posted the Notice of Public Hearing at '7 '(fO ~IF117 sf; (location of shelter) , ,. on the I If day of Tf..... I'\. €... , 199 ~l and do hereby certify that said sign has been posted and remained in place for twenty five (25) days prior to issuance of a permit for construction of a bus shelter with advertising. ~~ Applicant Signature . . NOTE: This form must be submitted to the Planning and Development Department together with a ' Building Permit application form and supporting documents, for each proposed bus shelter location STAFF FINDINGS: There were no registered complaints, regarding the above bus shelter location, during the twenty-five (25) days for which the site was posted. Staff Signature OI.o,ru-x- White Applicant Canary District file Pink Maint. Foreman Goldenrod Inspoc:tor Standard provisions- ADDlicant DEPARTMENT US!, ON~ Y Dateissued 02/ 05/ 97 Permit # ~/-Ub,j S.H.# 3011 A M.P. District 06 Section 0 l:l Patrol lY5"" ./ &DO nEPARTMENT OF TRANSPORTATION I'fILlTY PERMIT -. PERMITTEE Name Out< Don Address 18 3 ' Uni For Telephone ( 97 LLC Rcr: 4 COT11ns, 225-1550 80-5-2-5 NOTICE TO PERMITTEE: You must notify owners or operators of underground utility facilities at least tVv'O (2) business days prior to maklng or beginning excavations In the Vidnlty of such facilities, as required under Section 9-1.5-103, Colorado Revised Statutes. CALL UTILITY NOTIFICATION CENTER OF COLORADO (UNCC), 1-800-922-1987. OR 534-6700 IN METRO DENVER, FOR MARKING OF MEMBER UTILITIES. CONTACT NON-MEMBER UTILITIES DIRECTLY. co o Maintenance of existing facility etc. ,CTIVITY DESCRIPTION: PURPOSE d'lnstallation 0 Adjustment/Relocation 0 Removal FACILliY (Type, size, class of transmittant. design pressure or potential, (furnished by Pennlllee) NATURE OF INSTALLATION Longitudinal.(Parallel). ,0 'Transverse (Crossing) o .Buried'OAe~aI!G,,?llnd-~,~unt9d >0 Attach'. to liwy. ~. ~ LOCATION' State Hwy;.No::-3 91 coun~ e Milepoint(s).or intersecting.leature(s)" E,.". Ci1j'.fTown ....xe ADDITIONAL REMARKS .For underground J;>LANS::l1\ttachplan~,O(WRtKsillltCb:,(~EXHIBITA'lshoWinglocation;ch3racler: dimensions, required. 'Comp'liancewith;the":planS",?f sketch! as approved br the Department shall be.a 'condition of this tfie SpecialPrOvislorisaretenns and condltlorisoilfils'permlt. pla:ns;-'Standard Provisions, ;PECfALPFlOVISIQ'!;l$. (cornpf~fea'~yHie[jeparlmenf) AnY WorKshall "i1,'thiS"per'mi 303-757-.9892 'as'set'forth Telephone. artd Special'Provisions' onlYbe'lnal:l:OrtlanceWithttie-appr6vlid Ernie The COOT inspector is Work tc be compieted WOrktir119 restrictions: Designated minimum overhead clearance is Designated MinimumJ;t;J~ar is Pavement cuts permitted 'onlY- as follows:, Replace pavement,to the.~ollowing-specifications:, Required location aids (buried facilities) '. AND :THRU 3;FOR:TERMS: 2 , SEE ATTACHED .,H,,;.: ,~.. OTHER: Permitt..l~pr,ohi\>iteq rf9ril, Ri1mfll~nc;in!l:ariy,>>:or,kWi1l)in highway ROW priortois~uance 0.1 a tully endor,;e9 and v'!!idate9 permit . ' . , , ..,'.. Perr:J:lit~ plan E'-xhibit;",i~sur8l'!ce' cel1i:fiqate,(st; and, tr~ffic: ccmtrol plan-, must be' available on site during work: (-See Std. Provisions) , .' '- ". ,,", ",:." ',.-',' '.: '.... ..... .. --.. .., Yo.ur ~e~u~,~ ~ lJ,se <.u"dI~r. ~p'y"~~~e~.h!g~~y .sy~te.rt1".rigryt ~f.*4Y"a$ described"a.i)qye ,I:; gra:n.ted subjectto the t,e.nnsand cor,d,itiol)s of-this PfJmu,tUrid~qing ttlfiS~arQ'~~d ~Pe9il'l:l. ~rpyll?,ici~.sl.~._~h~..o'r:1.the~ F~9N.TJ~lld.,~,q~ ~.er.~t.JT JS,UNDERSTOODthat the Permln~e Y,orill ~~p_lish the. work ~t '1Q~xp~s~, to ~~:~eP:a.rtr'!1e~t land Wm 0:Ml a_ne!. mal. ,n."".'n..tlJetcwl._!lti;~.. p.e..rrt'. i~~r.'...',,,, ~ ...,'.... '-,,_.0 '. __.. '0' ,\ perrrlittee t'lere.by_ Clss,lim~s,'r~l~llSes'~,d;!!lgr~es:to..lnd,em~JtY; cte.f!3nd"pr()t~ ;:md.-SCive the State of _CQI.9!adQ ,t:lWfl'lless ~~_ ~d;~a1nst.any loss-,ot and/or ~e- ~ the prope.rty of the State of Colorado; third parties or the Permittee's facUlties, and all loss and/or damage on ac::count of Injury to or death of any persons whomsoever, arising at any time, caused byor growing outo' the occupatlohofColoradoState-Highway rig his of way by Permittee's f8cllltles or any part thereOf,' including but-not llmlt8d.tb-lnStallation. adjustment, relocatiOn. maintenance ,or ,operatloni,or removal of exis~f)g, ~lities. u.f'!less such loss and/or 9,amage arls.es from the. ~ole. negligen~ .9r y!i1fuJ c:o.ndu.ct,o{ the.S,~te, o.l-Color~o,9:l'.lts employees or-agents. Failure by the ,Permittee to ,CO".lpIY:,'I\'I.th ~y ()~:the..!nclu~ed ter~, C)r condltior'ls may s,:!bject this permit to ~usp~nsion. C1r thE! disc;r~~qfl.of, Tr8l:ts~,rtati~n/< .' ;,.,: P-::,".;'" ,',~': .- THIS PERMIT IS NOT VALID UNTIL FULl;veNDORSED BY ALL pARTIES; WlfHDATE OF ISSUE AFFIXED BY AN AUTHORiZeD RePRESENTATIVE OF THE DEPARTMENT. A FULLY EXECUTeD co"PY OF tHis PERMIT MUST Be ON FILE ATTfiE TRANSPORTATION DISTRICT OFFICE. . .... H'. . . ".. ..'., ,',,' . ".'.' "A" .' ,...., he o~ she has 1I)e ~l.l1:ryC?rjty -to sign .for and .t?jnd the ~ermittee. ~,~_ pepa..nrnel1tol 8:1 ~cellati9.n, sJ:l~has',read, ;;i-I () -97 4/92 'iSSLJe 2) 10 /ql CDO~33 ,~~::tI:l:\ii he or Date e)(hausted By (District Previou~. editions may be used until'supplie's ai In,!lCC~p.ti,~g trIlsp'l3:l1nltlt1e'H/l(jEl~~I.1~~;,r'!lP'~!intin.9_.the. ~~fm.rnl:l!'l,ve,r1fi~s that understands and .'accepts, all, the.Jncluded ,conditions.. COLORADO DEPARTMENTbFTRANSPORTATION Chief Engineer Attested Title JIYl E 93 -::1:f .s-"r- ~6 BUILDING DEPARTMENT 237.6944 Ex!. 255 CITY OF WHEAT RIDGE * * Correction Notice C? / Job Located at ..!d.q.o.-g........l<}.p./,l.~................................... I have this day inspected this structure and these premises and have found the following violations of City and/or State laws governing same: ../...... h.!..Q...........5.c -:Y.. >!..~. :c:::.........!2 (...5...::. ..............,................... .z...... .1Y..9........... .Jd..!.;/..h........l!.:......... .>-.'.:'j. Ix.. f..,........................... ..!?... ....12./;?.1. (.(:7.. f.~..... ... tb..Qv.f.Y..b-..,L..... P.~............ ..... ...... ... ....... c.~. .k.v.s.I..<a..b..c:...... ......... .2.0..l:/~(?..Sf=. ..... ....... ... ...... ..tJ......e r:-::::b.d... !:-::R.t:.. ...... ...Pi?. 7..1.'-',,-1..... .... ...~.. ............. ........... r;.... Nf -D.'--..... Sf? c;.,z,..,::..... h:;!':'CJ..... .C..Lifo">"....... ,t.o.. k<J. CI:t?.J ............................................................................................................. ................................................................................................................ You are hereby notified to correct the foregoing violations. When corrections have been made, call for inspection. '\ y{ C1- / c./ "1'-;' 1--_ Date..............................,."...................... ............................................. Inspector for Building Dept. FORM WR6-ZZ DO NOT REMOVE THIS TAG c; INSPECTION TICKET ~~~RESS 'I q @ )(1 f L J ^--J DATE: 7~/ ~ '1'3 /"76q'; . BLDG. PERMIT# !:.s$ 0 PERMIT# BLDG. CONTR. /vi c.. t3 n L SUBCONTRACTOR DATE INSP. REO.7t--J 'I q 3 TYPE OF INSP. r PLGc........ INSPECTION MADE 7- t V yy I), '5 . REMARKS rl~ ( INSPECTION TICKET ~... JOB '--fa. AI ADDRESS 7 IrQ DATE: 10 ~/J /It ,,;';7:3 BLDG. PERMIT# ~-S-.sv PERMIT# BLDG. CONTR. "11LC ~ . SUBCONTRACTOR DATE INSP. REO. /{)-II TYPE OF INSP. i. ~cL. /O-It Ce-:? INSPECTION MADE (; ./ REMARKS ~ (jA- w.A. FORM 6-,'/ ~ ___-------l........___~___.___" ...., --,- --------------- INSPECTION TICKET JOB t r ,p(. A ~ tJ. ' ADDRESS~qOO ~~ DATE: . t11.cCf5 r (-(;I- d- BLDG. PERMIT# ~S-(J PERMIT# BLDG.CONTR.~~ ~ SUBCONTRACTOR DATE INSP. REO. { (-d-.3 TYPE OF INSP. 1- ~, INSPECTION MADE 11- 2-7 cry of; REMARKS y~ W.R. FORM 6-19 ~. J;1f'15..:1f S- 0 S- c1 ME93i15550 PERMIT NO. DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. THIS PERMIT VALID ONLY WHEN SIGNED BY THE CHIEF BUilDING INSPECTOR AND RECEIPTED BEL 0W. -. _.~.-- APPLICATION FOR MISCELLANEOUS Fi" RMIT 7500 WEST 29th A VENUE 237.6944 EXT. 2S5 P.O. BOX 638 'r-o ~ -re.:. J~ <1 (;:; '? ()():':, ."- ZIP CODEiSTlri=>,. ~ CD OWNER l-urrS:,. ADDRES8 <;;. A..fot--.L.. kJ PHONE g,~~- .If.Li> O?>- CUNTRACT I'RICE. $ DATE _ <i? Ld4 Proiecting D 490()~'pIIDC t1CBRIDE ELEC1RIC :=J PL. 80110 916 ZIP CODE LICENSE NO JOB ADDRESS CONTRACTOR ADDRE8S 1860 W. H/lMILTQ.l CITY ENGLEWCX)D PHONE 761-6176 - o FOCI Square Fee' Permit NO., ZOnG_ Approved,Zonelnspoctor Disapproved S or othel Total Elect. WOIIO Type o TYPE MATERIAL IllUMINATION No SET BACK FROM PROPERTY LINE is fron o YosO Ground I. 2. 3. 4. SIGNS o N_S_E_W 000 Thon BO% OponO Lo.. (Speeify which SolidO Tl'lon 800/0 Open Heioh" Zone_ Approvecl,Zono Inlpector Disapproved o N_S_E_W 000 More I. TYPE ~. MATERIAL 3. SET BACK FROM PROPERTY LINE (Specify which is fran' FENCES I. 2. 3. OTHER DRAW SKETCH OR SHOW BELOW, THE FENCE,SIGN.OR OTHER STRUCTURE,GIVING DISTANCES FROM PROPERTY LINES. (SETBACKS OR PROJECTIONS INCLUDED) + SPECIFY NORTH UJ z :J >- i l!l Vi REAR PROPERTY LINE UJ z :J >- .... I>: UJ Q. o I>: Q. UJ c in .-- :5 } d f)q- 031 JD FRONT PROPERTY LINE STREET NAME SHOW DISTANCES FROM THE MAIN BUilDING TOAOJOINING HOUSES, STREETS,AND PROPERTY LINES, ON IRREGULAR LOTS, SHOW I.tAll DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. APPLICATION FOR PLUMBING; ELECTRICAL; MECHANICAL PERMIT THIS APPI.ICATlON WII.L BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VAI.IDATIDN BY THE BUILDING INSPECTION DIVISION PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THATTIME. ELECTRICAL PERMIT PLUMBING PERMIT MECHANICAL PERMIT STATE LICENSE NO. SIlt> STATE LICENSE NO ALUMINUM WIRE UNDER SIZE 8 ILLEGAL FLOOR BSM 1ST 2ND 3RD 4TH NO. FUEL' CiroJo Onel Go.IOIIIPfopoMfCoolIEleclsolor NO. WATER CLOSET FORCED AIR - BTU TEMPORARY METER WASH BOWL HOT WATER - BTU NEW SERVICE - AMPS BATH TUB STEAM - BTU CHANGE SERVICE - AMPS SHOWER AIR CONDITIONING -BTU LIGHTING SINK OTHER HEATING GARBAGE DISP REFRIGERATION SYSTEM POWER SUB-CIRCUITS WATER HEATER ~efrioeront Group UTILITY (RANGE, DISPOSER. ETC) AUTO. WASHER Pounds Charae FIXTURES DISH WASHER AUTOMATIC SPRINKLER SYSTEM WIRING MOTORS 6 CONTROLS FLOOR DRAIN ELEVATOR SIGNS URINAL TRANSFORMERS 6 RECTFIERS SEWERS ADDITION TO OLD WORK OTHER MOTORS OVER I HP TOTAL FIXTURES .r r-JSTI\.\ \ k::l,...,V \>,0;. "'-r Q... PerllY""\lLt~~ Iv "c>~ I\~ ~d I rv.o0. L.._If'\~ -..:.i ~O". ,,::)0 A", PERMIT FEE USE TAX Vo NOT VALID UNLESS RECEIPTED kt: :<;7;;;)06 CALL 237-6944 EXT. 255 24 HOURS IN ADVANCE FOR IN8PECTIONS c: \ r(.A..L, ; \IS MJ 01 If. 0-0 r.~ Ridge Wheat Dole Issued CHIEF BUILD I hereby acknowledoe that this opplico~ tion IS correct and understand that 1 cannot stort this projecct until this appli- cation is approved. I shall comply with the lows of the Stote of Colorado and to the Zonino Reoulations and 8uildinO Code of the City of Wheat Ridoe. Any violation of the oba...e terms will cause immedi?fotion of th" perm ~ ,t. Si9Mh1fl ica ., .' PERMIT NOM93#18945 DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING INSPECTION DIVISION CITY OF WHEAT RIDGE, COLO. 75DO.'WEST 29th AVENUE .;134-5933 P.O. BOX 638 zIPco~41?- SIGNED BY THE CHIEF BUILDING INSPECTOR AND RECEIPTED BEL'JW. ,APPLICATION FOR MISCELLANEOUS PI MIT t#'6 OWNE JOB ADDRESS ADDRESS CITY PHONE 2, 3, 4. SIGNS SET BACK FROM PROPERTY LINE (Specift wl'lich is fro" Mor. TYPE ~. MATERIAL. 3. SET BACK FROM PROPERTY LINE SOlidO FENCES OR SHOW BELOW, THE FENCE,SIGN,OR OTHER STRUCTURE,GIVING DISTANCES FROM PROPERTY LINES. OR PROJECTIONS INCLUDE.D) ~+ SPECIFY NORTH w z :J ,.. .... i l!l ;;; REAR PROPERTY LINE ~~,cJ'4 ;;")I5.-rJAl6 ~ /?/lI' -nt'e t$.H#66. e>Wf. FRONT PROPERTY L1NI ~ ..If. w z :J ,.. .... a: w 0. o a: 0. w C Vi .-7 SHOW DISTANCES FROM THE MAIN BUILDING TOADJOINING HOUSES, STREETS, AND PROPERTY LINES; ON IRREGULAR LOTS, SHOW l.tASI DISTANCE TO PROPERTY LINES, NOT MAXIMUM OR AVERAGE DISTANCE. -- STREET NAME FUEL'C_One~olor FORCED AIR - BTU HOT WATER - BTU STEAM - BTU AIR CONDITIONING -BTU OTHER REFRIGERATION SYSTEM ~efrioerant Group Pound. Charoe AUTOMATIC SPRINKLER SYSTEM ELEVATOR ELECTRICAL; MECHANICAL PERMIT THIS APPLICATION WILL BECOME A PERMIT TO PERFORM THE INDICATED WORK ONLY UPON VALIDATION BY THE BUILDING INSPECTION DIVISION PERMIT WILL EXPIRE 180 DAYS FROM THE DATE OF ISSUANCE IF WORK IS NOT STARTED WITHIN THAT TIME. ELECTRICAL PERMIT "LUMBING PERMIT MECHANICAL PERMIT STATE LICENSE NO STATE LICENSE NO BSM APPLICATION FOR PLUMBING CALL 234-5933 24 HOURS IN ADVANCE FOR INSPECTIONS ST I 2ND 3RD 14TH I NO. - - ? it yo' '3 FLOOR WATER CLOSET WASH BOWL BATH TUB SHOWER SINK GARBAGE DISP WATER HEATER AUTO. WASHER DiSH WASHER FLOOR DRAIN -- URINAL - SEWERS OTHER TOTAL FIXTURES PERMIT FEE USE TAX TOTAL FEE APPROVED el~"""""~IJ\J CHIEF BUll - Date Issued ALUMINUM WIRE UNDER SIZE B ILLEGAL NO. ) PHONE ;ONTR~ )ATE ,iectino[ <k tJ~ Total Square Feet Elect. Permit 1"10._ N_S_E_W_ Zonl---,-- Approv.d, Zone Inspector 0 0 0 0 Disapproved - Thon BO% OpenO Le.. Than 800/0 Open. Heioh' ~on.-'n.p_ector Zon, Disapproved I. OTHER 2. 3. - - DRAW SKETCH (SETBACKS ETC TEMPORARY METER NEW SERVICE - AMPS CHANGE SERVICE - AMPS LIGHTING HEATING POWER SUB-CIRCUITS UTILITY (RANGE, DISPOSER FIXTURES WIRING MOTORS a CONTROLS SIGNS TRANSFORMERS a RECTFIERS ADDITION TO OLD WORK MOTORS OVER I HP REMARKS I hereby ocknowledQe thot this opplico~ tion II correct ond understand thot 1 connot start this project until this appli- cation is approved. I sholl campI)' with the lows of the Stote of Colorado ond to the ZoninQ Reoulotions ond Building Code of the Cit)' of Wheat Ridge. Any violation of the o~...e terms will couse immedjate revo . n of thIS permi Applicant' 1/ 11 f. tJ~ v / p--f) ~ . t7vt - . 5{Rfl/i- fI1~ t!(rJ ~ cJ10 1~.~ ~V~t pJi? vy I{I~\ I ~ l,.11) " \L ~~' U'""'- QJQ~~Y'f J}J"