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3275 Ames Street
From: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Wednesday, February 24, 2021 1:18:55 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3275 Ames Property Owner Name Dan Jimenez Property Owner Phone 303-668-3443 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email djimenezrealestate@gmail.com Address Attach City of Wheat Payment form sianed.Odf Ridge Electronic Payment Form - "DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name Jeff chacon What is your role in the Architect project? Contact Phone Number 303-520-6878 (enter WITH dashes, eg 303-123-4567) Contact Email Address sdccolorado@gmail.com for Plan Review Comments Retype Contact Email sdccolorado@gmail.com Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs New single family townhome with 2 car garage Water and sanitation submission form-Sianed.odf Soils letter.odf Field not completed. Field not completed. Construction Plans Full set.odf scanned on 11'x17" or larger Project Value (contract $340,000 value or cost of ALL Valuation OK materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Jeffrey C. chacon Permit I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. Engineering has reviewed and finds the Permit may be issued upon receipt of the fees in the amount of $2,900 per the approval letter for Sharman's Subdivision dated August 24, 2016. The fees are in lieu of construction for the required public improvements for 3275, 3279, and 3283 Ames Street (Note total fee applied to the 3275 Ames Street Building Permit). 12/09/2021, Rocky Macsalka, Development Review Engineering ak W heat t Generated by REScheck-Web Software = �` C' Compliance Certificate �G,iangD,J�°c Project 3275 Ames St Energy Code: 2018 IECC 0.0 0.026 Location: Wheat Ridge, Colorado 36 Construction Type: Multi -family 152 21.0 Project Type: New Construction 0.060 Conditioned Floor Area: 3,513 ft2 9 Glazing Area 13% 0.0 0.057 Climate Zone: 5 (6158 HDD) 21 Permit Date: 21 Permit Number: 0.300 Construction Site: Owner/Agent: Designer/Contractor: 3275 Ames St Daniel Stultz Ultimate Heating & Cooling Wheat Ridge, CO 80212 Daniel Stultz Ultimate Heating & Cooling 3275 Ames St 4971 Monaco St Wheat Ridge, CO 80212 Commerce City, CO 80022 Compliance: Passes using UA trade-off Compliance: 1.2% Better Than Code Maximum UA: 251 Your UA: 248 4 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. 0.300 Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16" o.c. Wall 2: Wood Frame, 16" o.c. Door 1: Solid Window 1: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Window 2: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Window 3: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Window 4: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Wall 3: Wood Frame, 16" o.c. Window 1: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Window 2: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Window 3: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Window 4: 2 glazing, clr outr, air gas, wd frm mat, clr innr, 1/4" gap, 1/4" Project Title: 3275 Ames St Data filename: 1,400 49.0 0.0 0.026 0.026 36 36 152 21.0 0.0 0.057 0.060 9 9 451 21.0 0.0 0.057 0.060 21 22 21 0.320 0.300 7 6 4 0.300 0.300 1 1 8 0.300 0.300 2 2 16 0.300 0.300 5 5 32 0.300 0.300 10 10 950 21.0 0.0 0.057 0.060 46 49 4 0.300 0.300 1 1 12 0.300 0.300 4 4 36 0.300 0.300 11 11 83 0.300 0.300 25 25 Report date: 07/12/21 Page 1 of10 0,Wheat \� a Wall 4: Wood Frame, 16" o.c. 451 21.0 0.0 0.057 0.060 21 22 Door 1: Solid 21 0.320 0.300 7 6 Window 1: 2 glazing, clr outr, air gas, wd frm mat, clr 8 0.300 0.300 2 2 innr, 1/4" gap, 1/4" Window 2: 2 glazing, clr outr, air gas, wd frm mat, clr 16 0.300 0.300 5 5 innr, 1/4" gap, 1/4" Window 3: 2 glazing, clr outr, air gas, wd frm mat, clr 41 0.300 0.300 12 12 innr, 1/4" gap, 1/4" Floor 1: All -Wood joist/Truss:Over Outside Air 25 30.0 0.0 0.033 0.033 1 1 Basement Wall 1: Solid Concrete or Masonry Wall height: 4.0' 32 0.0 15.0 0.049 0.050 2 2 Depth below grade: 4.0' Insulation depth: 4.0' Basement Wall 2: Solid Concrete or Masonry Wall height: 4.0' 95 0.0 15.0 0.049 0.050 5 5 Depth below grade: 4.0' Insulation depth: 4.0' Basement Wall 3: Solid Concrete or Masonry Wall height: 4.0' 200 0.0 15.0 0.049 0.050 10 10 Depth below grade: 4.0' Insulation depth: 4.0' Basement Wall 4: Solid Concrete or Masonry Wall height: 4.0' 95 0.0 15.0 0.049 0.050 5 5 Depth below grade: 4.0' Insulation depth: 4.0' Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Nicholas Moore /l%��e614Z 7/12/21 Name - Title Sianature Date Project Notes: job Number: 3275 Ames St Modeled to comply with 2018 IECC and ventilation to meet ASH RAE 62.2-2013 standards. Heat loss assumed RH 30% at 70*f. Design uses the prescriptive method. Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 2 of 10 Q� \JV h eat =A REScheck Software Version : REScheck:='W�� Inspection Checklist 1%;an9 OVJ'I Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies ; 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ❑Not Observable 0 ;building envelope. Thermal envelope represented on ❑Not Applicable construction documents. 103.1, 'Construction drawings and ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ❑Not Observable [PR311 ;lighting and mechanical systems. ; ❑Not Applicable Systems serving multiple ;dwelling units must demonstrate ; ;compliance with the IECC ; Commercial Provisions. 302.1, ;Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 40sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [P on loads calculated er ACCA p Cooling: Cooling: :Not Observable ❑ j Manual J or other methods approved by the code official. Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 1 3 1 Low Impact (Tier 3) Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 3 of10 W heat o rQ \1 ; Section # Plans Verified Foundation Inspection Value Field Verified Value Complies?] , omments/Assumptions & Req.ID 402.1.1 ',Conditioned basement wall R- R -❑Complies p0i ',sere ryq�orEvaloes a Assemblies [F04]1 !insulation R -value. Where interior R_ R_ ❑Does Not 17gi�[�W'-' 1�� insulation is used, verification40 j 1 may need to occur during ❑Not Observable Applicable Insulation Inspection. Not❑Not !required in warm -humid locations! � in Climate Zone B. 303.2 ',Conditioned basement wall❑Complies [F05]1 !insulation installed per❑Does Not Not I��manufacturer's instructions. �',❑Not ❑Not Applicable 402.2.9i ,Conditioned basement wall ft❑Complies ',See the Envelope Assemblies [F06]1 _ft !insulation depth of burial or❑Does Not ',table for values. !distance from top of wall.❑Not Observable ❑Not Applicable A protective covering is installed❑Complies to protect exposed exterior Not insulation and extends a Observable minimum of 6 in. below grade.❑Not ❑Not Applicable 403.9 Snow- and ice -melting system❑Complies [F012]2 controls installed.❑Does Not V �',❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 4 of 10 W heat o rQ \1 ; Section # Plans Verified Framing / Rough -In Inspection Value Field Verified Value Complies?] , omments/Assumptions & Req.ID 402.1.1, Door U -factor. U- U -❑Complies p ',5eet Envelope Assemblies v/d�h9��i 402.3.4❑Does Not [�W'-"'r values. [FR1]1❑Not Observable ❑Not Applicable 402.1.1, ',Glazing U-factor(area-weighted U- U -__❑Complies See the Envelope Assemblies 402.3.1, !average).❑Does Not table for values. 402.3.3, 402.5 �',❑Not Observable [FR2 11 �',❑Not Applicable 303.1.3 U -factors of fenestration products❑Complies [FR4]1 !are determined in accordance❑Does Not !with the NFRC test procedure or �',❑Not ',taken from the default table. Observable ❑Not Applicable 402.4.1.1 ',Air barrier and thermal barrier❑Complies [FR23]1 !installed per manufacturer's❑Does Not 1�instructions. �',❑Not Observable �'I ❑Not Applicable 402.4.3 I Fenestration that is not site built❑Complies [FR20]1 lis listed and labeled as meeting Not !�AAMA/WDMA/CSA 101/I.S.2/A440 �❑Does ',or has infiltration rates per NFRC ,❑Not Observable �',❑Not 1400 that do not exceed code Applicable limits. 402.4.5 ',IC -rated recessed lighting fixtures❑Complies [FR16]2 !sealed at housing/interior finish❑Does Not l�and labeled to indicate <2.0 cfm Observable leakage at 75 Pa. ,❑Not �❑Not Applicable 403.3.1 ',Supply and return ducts in attics❑Complies [FR12]1 !insulated >= R-8 where duct is❑Does Not 40 >= 3 inches in diameter and >_ !'1 R-6 where < 3 inches. Supply and ❑Not Observable �',❑Not Applicable I return ducts in other portions of !the building insulated >= R-6 for !diameter >= 3 inches and R-4.2 !for < 3 inches in diameter. 403.3.2 1 Ducts, air handlers and filter❑Complies [FR13]1 1boxes are sealed with ❑Does Not Ijoints/seams compliant with �', International Mechanical Code or ,❑Not Observable �',❑Not !International Residential Code, as Applicable applicable. 403.3.5 1 Building cavities are not used as❑Complies [FR15]3 !ducts or plenums.❑Does Not ❑Not Observable �1 ❑Not Applicable 11 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 5 of 10 W heat o �Q I1 ; Section # Plans Verified Framing / Rough -In Inspection Value Field Verified Value Complies?] , omments/Assumptions & Req.ID 403.3.7 Ducts declared to be within the❑Complies p�� SAO [FR28]3 conditioned space are either 1) ❑Does Not oingIE)OX completely within the continuous ',❑Not Observable air barrier and within the building buried �',❑Not Applicable thermal envelope, 2) within ceiling insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 cfm / 100 square feet of conditioned floor area served by the duct system, or 3) the ceiling insulation R -value installed against and above the insulated duct >= to the proposed ceiling insulation R -value, less the R - value of the insulation on the 403.4 1HVAC piping conveying fluids I R- R - ❑Complies [FR17]2 labove 105 OF or chilled fluids ❑Does Not !below 55 OF are insulated to >_R- 3❑Not Observable ,❑Not Applicable 403.4.1 ',Protection of insulation on HVAC ❑Complies [FR24]1 Ipiping. ��❑Does Not , ❑Not Observable ,❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R -__❑Complies [FR18]2 1>R-3.❑Does Not , ', ', ',❑Not Observable 'I ,❑Not Applicable 403.6 Automatic or gravity dampers are❑Complies [FR19]2 installed on all outdoor air❑Does Not lintakes and exhausts. ❑Not Observable 1 ,❑Not Applicable 11 1 Additional Comments/Assumptions: 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 6 of 10 W heat o rQ \1 ; Section # Insulation Inspection Plans Verified Value Field Verified Value Complies?] , omments/Assumptions & Req.ID 303.1 ',All installed insulation is labeled ❑Complies p�� 0,,iIl9�,�Pl� SAO [IN13]2 for the installed R-values❑Does Not I I provided. �', Vl❑Not Observable ❑Not Applicable 402.1.1, ',Floor insulation R -value. 1 R- R -__❑Complies See the Envelope Assemblies 402.2.6 E] Wood �'� ❑ Wood❑Does Not 'Mable for values. [IN1]1 �', ❑ Steel 1❑ Steel 1,❑Not Observable ®❑Not Applicable 303.2, ',Floor insulation installedIthe ❑Complies 402.2.8 !manufacturer's instructio❑Does Not [IN2]1 !,in substantial contact wi underside of the subfloo❑Not Observable!framing ',❑Not Applicable cavity insulation contact with the top sidesheathing, or continuous insulation is installed on underside of floor framinextends from the bottomItop of all perimeter floor members. 402.1.1, lWall insulation R -value. If this is a', R- R-__ ElComplies ',See the Envelope Assemblies 402.2.5, !mass wall with at least'/ of the I ❑ Wood ��, ❑ Wood❑Does Not ',table for values. 402.2.6 !wall insulation on the wall I E] mass ��, ❑ Mass �',❑Not Observable �'I [IN3]1 ',exterior, the exterior insulation !requirement applies (FR10). �', ❑ Steel ❑ Steel ,❑Not Applicable 303.2 Wall insulation is installed per❑Complies [IN4]1 !manufacturer's instructions.❑Does Not i, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 7 of 10 W heat o rQ \1 ; Section # Final Inspection Provisions Plans Verified Field Verified Value Value Complies?] , omments/Assumptions & Req.ID 402.1.1, ',Ceiling insulation R -value. R- R- ❑Com plies p0i Seget EorE velope Assemblies 402.2.1, ��� ❑ Wood ��, ❑ Wood ��,❑Does Not h9�[�W'-' 402'2'2, 402.2.6 ❑ Steel ��� ❑ Steel ,❑Not Observable i [FI1]1 �', �',❑Not Applicable 303.1.1.1, (Ceiling insulation installeladjacent ❑Complies 303.2 manufacturer's instructions. Not [FI2]1 ���Blown insulation marked ',300 ftp. Observable i ��,❑Not Applicable 402.2.3 Vented attics with air permeable [F122 ]2 !insulation include baffle ❑Does Not��!to soffit and eave vents ',extends over insulation.❑Not Observable ❑Not Applicable 402.2.4 ',Attic access hatch and door R- R -❑Complies [FIB]' !insulation >_R -value of the❑Does Not !�adjacent assembly. ��� ��� i',❑Not �'I Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 =❑Complies [FI17]1 tach in Climate Zones 1-2, and❑Does Not <=3 ach in Climate Zones 3-8.❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100❑Complies [FI27]1 !determine air leakage with ftp ftp❑Does Not !either: Rough -in test: Total leakage measured with a❑Not Observable �',❑Not Applicable I pressure differential of 0.1 inch l�w.g. across the system including ',the manufacturer's air handler lenclosure if installed at time of !test. Postconstruction test: Total ',leakage measured with a !pressure differential of 0.1 inch lw.g. across the entire system !including the manufacturer's air handler enclosure. 403.3.4 1 Duct tightness test result of <=4 1 cfm/100 1 cfm/100❑Complies [FI4]1 (cfm/100 ft2 across the system or I ft2 I ft2�❑Does Not , <=3 cfm/100 ft2 without air �',❑Not Observable handler @ 25 Pa. For rough -in (tests, verification may need to �', �',❑Not Applicable �!occur during Framing Inspection. i i i i 403.3.2.1 ',Air handler leakage designated❑Complies [FI24]1 !by manufacturer at <=2% of Not airflow. �❑Does �',❑Not ,design Observable ,❑Not Applicable 403.1.1 Programmable thermostats❑Complies [Flg]2 installed for control of primary❑Does Not �� heating and cooling systems and �', initially set by manufacturer to ,❑Not Observable �',❑Not Applicable code specifications. 403.1.2 Heat pump thermostat installed❑Complies [F 110]2 Ion heat pumps.❑Does Not �',❑Not Observable �'I ❑Not Applicable 403.5. Circulating service hot water❑Complies [FI systems have automatic or❑Does Not accessible manual controls. �❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 8 of 10 ok W heat Section # & Req.ID Plans Verified Final Inspection Provisions Value Field Verified Value complies?] omments/Assumptions 403.6.1 ',All mechanical ventilation system', _ ',❑Compl S �il❑Does [FI25]� !fans not part of tested and listed Not 9�,prl� HVAC equipment meet efficacy❑Not and airflow limits per Table Observable ❑ �',Not Applicable R403.6.1. 40 Hot water boilers supplying heat❑Complies [FI through one- or two -pipe heating❑Does Not systems have outdoor setback Observable �', control to lower boiler water ,❑Not �',❑Not Applicable temperature based on outdoor temperature. 403.5.1.1 !Heated water circulation systems❑Complies [FI2have a circulation pump. The❑Does Not system return pipe is a dedicated Observable �', 91 return pipe ora cold water supply ,❑Not �❑Not Applicable pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set -point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems❑Complies [F12 9]2 !comply with IEEE 515.1 or UL Not 1�515. Controls automatically �❑Does Observable ',adjust the energy input to the I heat tracing to maintain the �',❑Not Applicable !desired water temperature in the piping. 403 Demand recirculation water❑Complies [FI systems have controls that❑Does Not manage operation of the pump Observable �', and limit the temperature of the ,❑Not �',❑Not Applicable water entering the cold water piping to <= 1040F. 403.5.4 Drain water heat recovery units❑Complies [F113 tested in accordance with CSA❑Does Not B55.1. Potable water -side Observable pressure loss of drain water heat ,❑Not �',❑Not Applicable recovery units < 3 psi for individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ',90% or more of permanent❑Complies [FI6]1 !fixtures have high efficacy lamps.❑Does Not ❑Not Observable �', ❑Not Applicable 404.1.1 Fuel gas lighting systems have❑Complies [FI23]3 I no continuous pilot light.❑Does Not �',❑Not Observable ❑Not Applicable 401.3 ',Compliance certificate posted.❑Complies [FI7]2 ❑Does Not ❑Not Observable ❑Not ADDlicable 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 9 of 10 # Final Inspection Provisions & Req.ID 303.3 ',Manufacturer manuals for [1`118 ]3 !mechanical and water heating !,systems have been provided. Additional Comments/Assumptions: Plans Verified Field Verified Value Value ok W heat Complies?� Does Not "Ing�LW Not ObservableY Not ADDlicable 1 High Impact (Tier 1) :]=Medium Impact (Tier 2) 3 Low Impact (Tier 3) Project Title: 3275 Ames St Report date: 07/12/21 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate Above -Grade Wall 21.00 Below -Grade Wall 15.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.30 0.28 Door 0.32 Heating System: Cooling System:_ Water Heater: Name: Date: Comments ,�\Nheal U _ CD 0 ELECTRICAL SPECIFICATIONS THIS SHEET SPECIFICATION SHALL GOVERN IN LIEU OF SEPARATE BOUND SPECIFICATIONS. IF BOUND SPECIFICATIONS AAE ALSO ISSUED WITH THE JOB, THEN THE MORE STRINGENT REQUIREMENT BETWEEN THE TWO SHALL PREVAIL. CONTACT ARCHITECTIENGINEER AT THE TIME OF BID IF CLARIFICATION IS REQUIRED. 1. BASIC REQUIREMENTS A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH CURRENT LOCAL CODES, ORDINANCES, AND REGULATIONS, NATIONAL ELECTRIC CODE, LOCAL HEALTH DEPARTMENT REGULATIONS, AND APPLICABLE NFPA CODES. PAY FOR ALL FEESAND PERMITS AS ARE NECESSARY FOR THE COMPLETE INSTALLATION OF THE ELECTRICAL SYSTEMS INCLUDING UTILITY CHARGES. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. B. PROJECT SHALL INCLUDE ALL ITEMS NECESSARY FOR COMPLETE AND FULLY OPERATIONAL TENANT AND BUILDING ELECTRICAL SYSTEMS. MAKE CONNECTIONS TO AND EXTEND SYSTEMS INSTALLED BY OTHERS ANDIOR FURNISHED BY OTHERS. PROVIDE ACCESSORIES AND INCIDENTAL ITEMS AS REQUIRED FOR COMPLETE AND FULLY OPERATIONAL SYSTEMS WHETHER OR NOT SPECIFICALLY SPECIFIED ANDIOR SHOWN ON THE PLANS, C. DO NOT SCALE FROM THESE DRAWINGS. REFER TO ARCHITECTURAL OR CIVIL DRAWINGS BY OTHERS FOR DIMENSIONS AND FOR ESTIMATING DISTANCES. THESE DRAWINGS AAE TO BE READ IN CONJUNCTION WITH ALL RELEVANT DRAWINGS AND SPECIFICATIONS RELATING TO THE JOB WETHER OR NOT INDICATED ON THESE DRAWINGS. D. ANY SCALE, DIMENSION OR QUANTITIES SHOWN ON THE DRAWINGS PRE FOR ENGINEERING CALCULATION PURPOSES ONLY. THE ELECTRICAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ESTIMATING AND DETERMINING ALL DISTANCES AND QUANTITIES RELATED TO THE PROJECT, REFER TO ARCHITECTURAL OR CIVIL DRAWINGS BY OTHERS AND VERIFY EXISTING CONDITIONS ON SITE FOR ALL ESTIMATING PURPOSES. E. COORDINATE WITH OTHER TRADES FOR A COORDINATED INSTALLATION WITHIN THE AVAILABLE SPACE. WHERE CROWDED CONDITIONS EXIST, PREPARE COORDINATION DRAWINGS SHOWING ALL TRADE CONFLICTS AND SUBMIT TO ARCHITECT FOR APPROVAL AND DIRECTION PRIOR TO ROUGH -IN ANDIOR INSTALLATION. RELOCATION OF OUTLETS ANDIOR DEVICES MADE PRIOR TO ROUGH -IN SHALL BE DONE AT NO ADDR ONAL COST. F. ALL WORK SHALL BE PERFORMED BY PROPERLY LICENSED ELECTRICIANS OR UNDER THEIR DIRECT SUPERVISION. ALL MATERIALS AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE APPLICABLE STANDARDS OF UL AND SHALL BEARTHE UL LABEL AS EVIDENCE THATTHE MATERIAL ANDIOR EQUIPMENT MEETS THIS REQUIREMENT. G. SUBMIT MANUFACTURERS LITERATURE (SHOP DRAWINGS) FOR RACEWAYS AND FITTINGS, BOXES, WIRE, CABLES, WIRING DEVICES, NAME PLATES, LEGEND PLATES, LABELS, PANELBOARDS, FUSES, CIRCUIT BREAKERS, SWITCH GEAR, AND SAFETY SWITCHES. SUBMITTAL SHALL BEAR THE APPROVAL OF THE GENERAL CONTRACTOR FOR COMPLIANCE WITH COORDINATION AND THESE SPECIFICATIONS PRIOR TO SUBMITTAL TO ARCHITECT ANDIOR HIS AGENCIES. H. ALL SWITCH BOARDS, DISTRIBUTION BOARDS, PANELBOARDS, DISCONNECT SWITCHES, TRANSFORMERS AND SIMILAR ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH ENGRAVED PLASTIC -LAMINATE LABELS INDICATING THE EQUIPMENT NAME SPECIFIED ON THE PLANS OR THE LOAD SERVED BY THE EQUIPMENT. ALL PAWELBOARDS SHALL BE PROVIDED WITH REMOVEABLE, TYPED PANEL SCHEUDLES WITH CLEAR PLASTIC COVERS AFFIXED TO THE FACE OR INSIDE OF THE PANEL DOOR. PANEL SCHEDULES SHALL CLEARLY INDICATE THE SPECIFIC LOAD SERVED BY EACH INDIVIDUAL CIRCUIT BREAKER OR DISCONNECT SWITCH AND SHALL REFLECT THE FINAL, AS -BUILT CONDITIONS AT COMPLETION OF WORT(. THE IDENTIFICATION SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS. SPARE POSITIONS SHALL BE LABELED ACCORDINGLY I. CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS AND SPECIFICATIONS OF ALL DIVISIONS AND TRADES, ESPECIALLY THE ARCHITECTURAL DRAWINGS. ELECTRICAL REQUIREMENTS OF OTHER TRADES AND DIVISIONS INCLUDING PRODUCTS SPECIFIED, MOUNTING INSTRUCTIONS, AND MATERIAL SELECTIONS SHALL BE FURNISHED AND INSTALLED BY THIS CONTRACTOR. IF A CONFLICT EXISTS, CONTRACTOR SHALL OBTAIN A CLARIFICATION AND DIRECTIONS FROM THE ARCHITECT PRIOR TO ROUGH IN OR PROCEEDING WITH THE WORK. J. FURNISHED EQUIPMENT. a. MAKE FINAL CONNECTIONS TO FURNISHED EQUIPMENT AS REQUIRED. R. RECEIVE AND COMPLETELY INSTALL FURNISHED EQUIPMENT, MATERIALS, AND APPARATUS FURNISHED BY OTHERS FOR INSTALLATION OF A COMPLETE ELECTRICAL SYSTEM. c. REVIEW CONSTRUCTION DOCUMENTS AND INSTALLATION INSTRUCTIONS FOR MATERIALS AND EQUIPMENT FURNISHED FOR INSTALLATION BY THIS CONTRACTOR. INSTALL ALL EQUIPMENT AND APPARATUS IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SUGGESTED PRACTICES, PROVIDE SUPPLEMENTAL AND INCIDENTAL MATERIALS INCLUDING CORDS, PLUGS, AND RECEPTACLES AS MAY BE REQUIRED FORA COMPLETE AND FULLY OPERATIONAL SYSTEM. d. CONFIRM ALL CONNECTION REQUIREMENTS AND ROUGH -IN CONDRIONS PRIOR TO INSTALLATION. CERTAIN DATA IS GIVEN BUT NOT GUARANTEED. PROVIDE ROUGH -IN AND FINAL TERMINATION INCLUDING APPROPRIATE PLUGS AND DISCONNECTS AS MAY BE REQUIRED. PREPARE A DETAILED ROUGH -IN DRAWING FOR APPROVAL PRIOR TO ROUGH -IN. K. CONFIRM ACTUAL VOLTAGES, PHASE AND CHARACTERISTICS OF EXISTING EQUIPMENT AND APPARATUS AND EQUIPMENT AND APPARATUS FURNISHED BY TENANT, OTHER TRADES, ANDIOR DIVISIONS. CONFIRM PRIOR TO ROUGH -IN. IF DISCREPANCIES ARE NOTED TO THE INSTRUCTIONS OF THESE PLANS AND SPECIFICATIONS, SUBMIT THE NOTED DISCREPANCIES TO THE ARCHITECT FOR DIRECTION PRIOR TO ROUGH44 OR PROCEEDING WITH THE WORK. L. ALL WORK IN FINISHED AREAS SHALL BE CONCEALED UNLESS SPECIFICALLY NOTED AS EXPOSEDONTHEPLANS. PRIOR TO INSTALLATION OFANY EXPOSED WORKTHIS CONTRACTOR SHALL VERIFY AND OBTAIN ARCHITECTURAL APPROVAL OF LOCATION AND EXTENT. M. UNLESS OTHERWISE SPECIFIED ALL OUTLETS ARE IF AFF. IF OUTLETIS SPECIFIED UNDER OR ABOVE COUNTER, CONFIRM HEIGHT WITH ARCHITECT. N. COORDINATE WITH MECHANIOPL AND PLUMBING ENGINEERED DRAWINGS AND PROVIDE ELECTRIC& CONNECTIONS FOR ALL EQUIPMENT AS SCHEDULED, INCLUDING BUT NOT UMITED TO ALL HVAC EQUIPMENT, PUMPS, WATER HEATERS, FIRE SMOKE DAMPERS, ETC. 2. ELECTRICAL SERVICE A. NEW 2401120 VOLT, 1PHASE, 3 WIRE ELECTRICAL SERVICE IS REQUIRED. B. E.C. TO CONTACT THE LOCAL UTILITY TO VERIFY TRANSFORMER SIZE, LOCATION, CONNECTION LOCATION AND TYPE, AND TO COORDINATE INSTALLATION OF ALL UTILITY METERING AND SERVICE ENTRANCE EQUIPMENT PRIOR TO INSTALLATION OF EQUIPMENT. C. E.C. TO VERIFY SCOPE OF WORK REQUIREMENTS, INCLUDING BUT NOT LIMBED TO! CONDUIT, WIRE, CONNECTION CABINETS, PULLING OF WIRE AND HOUSE KEEPING PADS. E.C. TO PROVIDE SERVICE CO-ORDINATION AND APPLICATION. 3. DEMOLITION AND CONTINURYOF SERVICE A. ALL UNUSED ELECTRICAL RACEWAYS,DEVICES, DEVICE APPLICATIONS, WIRE AND CABLE LOCATED IN THE AMATO BE RENOVATED SHALL BE REMOVED. INFORMATION ON EXISTING ELECTRICAL EQUIPMENT, PANELS WIRING, AND DEVICES INDICATED AS BEING REUSED IN THIS PROJECT IS AS ACCURATE AS COULD BE OBTAINED FROM A CURSORY SURVEY. THE ACCURACY OF THIS INFORMATION IS NOT GUARANTEED AND IS FOR THE INFORMATIONAL GUIDANCE OF THE PREDICATIONS AND LOCAL CODES. THIS CONTRACTOR SHALL MAKE NECESSARY CORRECTIONS TO EXISTING SYSTEMS AS ARE REQUIRED FOR A COMPLETE AND OPERATIONAL ELECTRICAL SYSTEM. SHOULD INSUFFICIENT CAPACITY, CAPABILITY, OR INCOMPATIBLE ELECTRIC& TERMINATIONS BE PRESENT THIS CONTRACTOR SHALL SUBMIT THE NOTED DISCREPANCIES TO THE ARCHIIECT FOR DIRECTION PRIOR TO ROUGH -IN OR PROCEEDING WITH THE WORK. B. ELECTRICAL SERVICE TO THE BUILDING MAY BE INTERRUPTED ONLY AT A TIME COORDINATED WITH AND APPROVED BY THE BUILDING MANAGER, IN GENERAL THIS WILL BE ALLOWED DURING OFF HOURS AND ON WEEKENDS FOR LIMITED PERIODS OF TIME. 4. BASIC MATERIALS A. RACEWAYSANDFITTINGS: RACEWAYS EMBEDDED IN CONCRETE OR MASONRY WALLS SHALL BE IN IMC; IN HOLLOW NON MASONRY WALLS AND ABOVE CEILINGS SHALL BE EMT OR MC CABLE; RACEWAY EXPOSED TO SEVERE PHYSICAL DAMAGE SHALL BE RIGID GALVANIZED STEEL; AND RACEWAYS BETWEEN VIBRATING EQUIPMENT SHALL BE FLEXIBLE METALLIC CONDUIT. MC CABLE IS NOT ALLOWED FOR BRANCH CIRCUIT HOMERUN CONDURS FROM LAST DEVICE OR JUNCTION BOX TO PANELBOARD. CONDUITS IN CONTACT WITH BARE EARTH SHALL BE SCHEDULE 40 PVC. B. CONDUCTORS: ALL CONDUCTORS SHALL BE COPPER RATED FOR 600 VOLTS AND HAVE MINIMUM 75 DEGREES C INSULATION. MINIMUM SIZE SHALLBE XI2AWG. ALLBUILDING WIRING SHALL BE THHWTHWN. EXTERIOR WIRING SHALL BE XHHW. COPPER CLAD OR ALUMINUM CONDUCTORS ARE NOT ACCEPTABLE. WHERE CONNECTIONS ARE MADE TO EXISTING ALUMINUM CONDUCTORS BEING REUSED IN THIS PROJECT, CONNECTIONS SHALL BE MADE WITH LOCALLY APPROVED UL LISTED COPPER TO ALUMINUM CONNECTIONS, INCREASE CONDUCTOR SIZE TO MAINTAIN A MAXIMUM 3%VOLTAGE DROP. ALL WIRES ON THE SAME LEG OR PHASE SHALL HAVE THE SAME COLOR CODE. C. PROVIDE SEPARATE (DEDICATED) NEUTRAL CONDUCTOR FOR EACH DEDICATED EQUIPMENT CIRCUIT; SHARED NEUTRAL CONDUCTORS ARE NOT PERMITTED FOR DEDICATED CIRCUITS. WHERE PERMITTED, SHARED NEUTRAL CONDUCTORS SHALL BE COPPER NO. 10 AWG MINIMUM. D. PROVIDE METALLIC OUTLET, PULL AND JUNCTION BOXES AS REOUIRED. ALL POWER CONTROL, OR INSTRUMENTATION, WIRING GREATER THAN 24 VOLTS SHALL BE IN CONDUIT. TYPE NM, NMC, OR NMS CABLES ARE PERMITTED WHERE ALLOWED BY LOCAL AUTHORITY HAVING JURISDICTION AND APPROVED BY OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION CHANGES DUE TO THESE CABLES USE IN LIEU OF CONDUIT. LOW VOLTAGE WIRING MAY BE PLENUM RATED IN ACCESSIBLE LOCATIONS CONCEALED FROM FINISHED AREAS AS APPROVED BY LOCAL AUTHORITIES. E. PROVIDE RECEPTACLES, GFI RECEPTACLES, SPECIAL PURPOSE RECEPTACLES AND SWITCHES OF ONE MANUFACTURER. PROVIDE COMMERCIAL GRADE DIMMERS FOR CIRCUITS INDICATED. STAB -IN CONNECTION WILL NOT BE APPROVED. SEE ARCHITECTURAL DRAWINGS FOR SPECIAL MOUNTING LOCATIONS, ORIENTATION, AND COLORS. CONFIRM RECEPTACLE, SPECIAL RECEPTACLE AND SWITCH MOUNTING HEIGHT AND ORIENTATION WITH ARCHITECT PRIOR TO ROUGH -IN. WHERE NEW OUTLETSAND DEVICES ARE INSTALLED, MAINTAIN ADA MOUNTING HEIGHTS AND REQUIREMENTS UNLESS SPECIFICALLY DIRECTED OTHERWISE. F. PANELBOARDS AND SAFETY SWITCHES SHALL BE OF ONE MANUFACTURER AND SHALL BE COMPLETE WITH PROTECTIVE DEVICES, ENCLOSURES, BUSSES, GROUNDS, ISOLATED GROUND BUS, AND NEUTRAL BARS AS REQUIRED. G. SWITCHBOARDS PRE TO BE PROVIDED WITH FULLY RATED HORIZONTAL BUS THROUGHOUT ENTIRE LENGTH OF GEAR. PROVIDE MEANS FOR INSTALLATION OF FUTURE SECTIONS (FUTURE BUS EXTENSIONS). PROVIDE SPACE FOR INSTALLATION OF FUTURE OVERCURRENT DEVICES, EQUAL TO 20% OF AMPERE RATING OF GEAR. H. ALL MAIN CIRCUIT BREAKERS AND ANY CIRCUIT BREAKER FEEDING ANOTHER PANEL OR TRANSFORMER SHALL BE FULLY RATED (100%). L PROVIDE ARC FLASH HPZARO WARNING LABELS ON ALL ELECTRICAL EQUIPMENT PER NEC 110.16. 5. GROUNDING A. PROVIDE COPPER GROUNDING CONDUCTORS AND COPPER CLAD STEEL MADE ELECTRODES IN ACCORDANCE WITH THE NEC. BARE COPPER OR GREEN INSULATED WIRE IS ACCEPTABLE. B. ALL EQUIPMENT SHALL BE CONTINUOUSLY GROUNDED. AN EQUIPMENT GROUNDING CONDUCTOR IS TO BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. C. MAIN BONDING JUMPER SHALL BE SUPPLIED BY EQUIPMENT MANUFACTURER AND CONNECTED PER NEC 250.28. D. MAIN EQUIPMENT BONDING JUMPER BE SUPPLIED BY EQUIPMENT MANUFACTURER AND CONNECTED PER NEC 250.102(C). E. ELECTRICAL CONTRACTOR TO CONNECT BONDING JUMPER, SIZED AND CONNECTED PER NEC 250.104(B), TO ALL MECHANICAL EQUIPMENT THAT REQUIRES ABOVE GROUND METAL GAS PIPING. 6. LIGHTING A. PROVIDE ALL ACCESSORIES REQUIRED FOR A COMPLETE AND OPERABLE SYSTEM. FOR RECESSED FIXTURES, PROVIDE PLASTER FRAMES AND FLANGES SUITABLE FOR CEILING. CLEAN AND SERVICE FIXTURES. PROVIDE ACCESSORIES AND INCIDENTAL ITEMS AS REQUIRED FOR FIXTURES FURNISHED BY OTHERS FOR INSTALLATION. B. ALL BALLASTS SHALL BE ELECTRONIC HIGH EFFICIENCY TYPE. C. ALL LUMINAIRES THAT UTILIZE DOUBLE ENDED LAMPS AND CONTAIN BALLASTS THAT CAN BE SERVICED IN PLACE SHALL HAVE A DISCONNECTING MEANS PER NEC 410.130(G). D. PROVIDE LENSES OF SAME MANUFACTURER. E. FINAL LOCATION OF ALL FIXTURES SHALL BE AS INDICATED ON ARCHITECTURAL REFLECTED F. PROVIDE FOR EACH FIXTURE A LAMP OR LAMPS OF SUITABLE TYPE, SIZE, COLOR, WATTAGE, AND VOLTAGE. G. INSTALL ACCESSORIES AND MODIFY FIXTURES AS REOUIRED FOR COMPLIANCE WITH REQUIREMENTS OF LOCAL DEPARTMENT OF HEALTH. OBTAIN ARCHITECTURALAPPROVAL FOR ANY SUBSTITUTION OR MODIFICATION TO FIXTURES GIVEN. H. PROVIDE TENTING OR OTHER SUITABLE MEANS TO KEEP NOW RATED FIXTURES MINIMUM OF 3' (OR MANUFACTURER REQUIRED DISTANCE) FROM INSULATION. I. ALL BALLASTED LUMINAIRES THAT CONTAIN ONE, THREE OR ANY ODD -NUMBERED LAMP CONFIGURATION SHALL BE TANDEM WIRED (NO SINGLE -LAMP BALLASTS), PER IECC SECTION 505. J. ALL EXIT SIGNS AND EMERGENCY LIGHTING BATTERY UNITS SHALL BE WIRED AHEAD OF ANY CONTROL DEVICES; FED FROM AN UNSWITCHED CIRCUIT. 7. A. INSTALL OUTLET BOX WITH CONDUIT TO ABOVE THE CEILING, INSTALL CABINET ANDIOR FIXTURE OUTLETS IN COORDINATION WITH ARCHITECTURAL AND MILLWORK DETAILS WITH CONDUITS OR RACEWAYS TO ABOVE NEW FINISHED CEILING. B. PROVIDE PULL BOXES WITH PULL WIRE (ROPE) IN ALL OUTLETS. C. PROVIDE COVER PLATES FOR ALL OUTLETS. COLOR SELECTED BY ARCHITECT. CONFIRM ALL MOUNTING HEIGHTS AND ORIENTATIONS WITH ARCHITECT PRIOR TO ROUGHI 8. FIRE ALARM SYSTEM A. THESE DRAWINGS ARE NOT INTENDED TO SPECIFY FIRE ALARM SYSTEM REQUIREMENTS. FIRE ALARM SYSTEM REOUIREMENTS SHALL BE DETERMINED BY OTHERS. B. FIRE ALARM SYSTEM SHALL BE DESIGNED, SIGNED AND SEALED BY A FIRE ALARM PROFESSIONAL AND BE APPROVED BY THE LOCAL FIRE DISTRICT. C. FURNISH AND INSTALL ALL DUCT SMOKE DETECTORS AS MAY BE REQUIRED. D. FURNISH AND INSTALL ALL FIRE ALARM HORNS AND LIGHTS AND STROBES AS MAY BE REQUIRED. 4 ND- ABBREVIATIONS %x" MOUNTING HEIGHT AIAMP AMPERE AC ABOVECOUNTER AFF ABOVE FINISHED FLOOR AS ABOVE COUNTER GFT DEVICE AHU MR HANDLING UNIT AIC FAULT CURRENT CAPACITY AL ALUMINUM C CONDUIT CLG CEILING CU COPPER CKT CIRCUIT CT CURRENT TRANSFORMER CYR DRYER DW DISHWASHER (E) EXISTING E.C. ELECTRICAL CONTRACTOR EF EXHAUSTFAN EM EMERGENCY EWC WATER COOLER EXP EXPLOSION PROOF G GROUND GO GARBAGE DISPOSER GFI GROUND FAULT INTERRUPTER HD EXHAUST HOOD HP HORSEPOWER MW MICROWAVE MDP MAIN DISTRIBUTION PANEIBOARD MH MANHOLE MTD MOUNTED MVOLT MULTI -VOLTAGE N NEUTRAL NL NITE LIGHTING PH PHASE REF REFRIGERATOR RNG RANGE (FILE) RELOCATE(D) RTU ROOF TOP UNIT TS THERMALSWITCH TTS TELEPHONE TERMINAL BOARD UG UNDERGROUND V VOLT VA VOLT-AMPERE VFD VARIABLE FREQUENCY DRIVE W WALL WE WEATHERPROOFGFI WP WEATHERPROOF WRM WARMING DRAWER WSH WASHER T SIMPLEX RECEPTACLE ip tt DUPLEXRECEPTACLE (WALL MTD) ® DUPLEXRECEPTACLE (FLOOR MTD) ® DUPLEXRECEPTACLE (CEILING MTD) W DUPLEX(SWUCHED) X 4-PLEX RECEPTACLE lr (WALL MTD) ® 4-PLEX RECEPTACLE (FLOOR MTD) ® 4-PLEX RECEPTACLE (CEILING MTD) C� SPECIAL PURPOSE RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE (FLOOR MTD) 4 JUNCTION BOX (WALL MTD) J❑ JUNCTION BOX (FLOOR MTD) O JUNCTION BOX CEILING MTD V DATA OUTLET ® DATA OUTLET (FLOOR MTD) . TELEPHONE OUTLET (WALL MTD) TELEPHONE OUTLET (FLOOR MTD) V TELEPHONE)DATAOUTLET ® TELEPHONEIDUPLEXOUTLET (FLOOR MTD) ® TELEPHONEIDATAIDUPLEXOUTLET (FLOOR MTD) $ SWITCH �3 3WAYSWITCH �4 4-WAYSWITCH �D DIMMERSWITCH �T THERMAL OVERLOAD SWITCH sa CONTROLLING OUTLET OR FIXTURE ON SWITCH LEG 'd �K KEYEDSWITCH $OV MANUAL OVERRIDE SWITCH FP_Cj PHOTOCELL OCCUPANCY SENSOR (WALL MTD) ® WITH (1) INTEGERAL SWITCH ® OCCUPANCY SENSOR (WALL MTD) WITH (2) INTEGERAL SWITCHES Cf OCCUPANCY SENSOR (CEILING MID) ® OCCUPANCY SENSOR (CEILING MTD) WITH CORRIDOR SENSING PATTERN Fs_sTX1 DnITAL LIGHTING CONTROL SOFT SWITCH Y REFERS TO CONTROL SCHEDULE IDX ELECTRICAL SYMBOL LEGEND O DOWNLIGHT ® MOTOR (CEIUNG MTD) PPD MOUNTED UTILITY VA WALLWASHER DISCONNECT SWITCH(NOKFUSED) TRANSFORMER ,��,II kWWV,XPH,XW Q (CEIUNG MID) LN-]wf� DISCONNECT SWITCH SCONCE (CSF DISCONNECT STARTER 4 (WALL MTD, LINEAR) SCONCE O THERMOSTAT 4 (WALL MTD, ROUND) �1 �� STANDBYIEMERGENCY SCONCE PANEL ('C' INDICATES PANEL NAME) O 12513 GENERATOR 4 (WALL MTD, HALF ROUND) 0IIWWV, XPH, MWW kW, WW kVA Q SURFACEGLOBE ® TELEVISION OUTLET ® PENDANT (SMALL) ® ELECTRIC VEHICLE CHARGING STATION v y TC TIME CLOCK WITH BATTERY AUTOMATIC TRANSFER PENDANT(IARGE) ❑ SWITCH Recv FIRE ALARM CONTROL PANEL o o ###AXP ® PENDANT(LINEAR) ® FIRE ALARM ANNUNCWTOR(REMOTE) 71 FIRE ALARM HORN TYPE DRYNSFO CEILING FIXTURE (RECESSED) MFIRE ALARM STROBE TRANSFORMER mmi FIRE ALARM STROBEIHORN CEILING FIXTURE FIRE TVI UTILRYMETER SURFAGEISUSPENDED � ALARM PULL STATION 1 I © FIREISMOKE DAMPER STRIPFIXTURE M (WALLMOUNTED) DH MAGNETIC DOOR HOLDER UTILITY METER &CTs TRACK MOUNTED FIXTURE ® SMOKE DETECTOR ®cG COMBINATION O UTILITVMETER OKFJCO POLE MOUNTED FIXTURE SMDETECTOR (INTEGRAL) (SINGLEARM) =M SECURITYCAMERA UTILITY METER CTs OPOLE MOUNTED FIXTURE M (POST TOP) SINGLE PUSH BUTTON (INTEGRAL) Ap EMERGENCY EGRESS FIXTURE 3PUSH BUTTON N1 y EXIT SIGN (SWING INDICATES METERSTACK ® ILLUMINATED FACE(S)) HOUSE CEILING FAN FUSED SWITCH CIRCUITINGICONDUIT UNEIYPES #W/3 (DIAGRAMMATIC) IN -GRADE UPLIGHT A1-1 HOMERUN CIRCUIT, PANELANDCIRCUIT CIRCUIT BREAKER NUMBER INIDCATED W1#13 (DIAGRAMMATIC) BOLLARD CONCEPLEDCONDUR CLASS T i SPOTLIGHT UNDERGROUNDIUNDERSLAB CONDUIT ^'CEC3-)>- POLL OUT FUSED SWITCH 00 (DIAGRAMMATIC) STEP LIGHT — - — - — - — EXPOSED CONDUIT CONDUIT RUN TURNED DOWN PANEL A' 0 CONDUIT RUN TURNED UP CONDUIT CONTINUATION MARK P NELSOARD (DIAGRAMMATIC) 3 CONDUITSTU&OUT LIGHTING FIXTURE NOTATION (EXAMPLE A1E— INDIGATESFIXTURE TYPE DIAGONAL HATCH & E' SUFFIX INDICATE 11-12a FIXTURE PROVIDED WI EMERGENCYBATTERY BACKUP INDICATES CIRCUIT NUMBER; LOWERCASE LETTER INDICATES SWITCH LEG DESIGNATION NEWIEXISTINGIDEMOLITIONIFUTURE UNETYPES NEW WORK EXISTING WORK --------- DEMOLRION WORK -------- FUTUREWORK MAIN GROUNDND FAULT QFp PROTECTION 20 FEEDERTAG FAULTCALCULATION FO NODE CODES AND DESIGN CRITERIA JURISDICTIONI DENVER, CO ELECTRICAL CODE 1 2020 NEC ENERGYCODEJ 20181ECC I�GIVEN & ASSOCIATES INC M1ECHPNIWL B ELECTRICAL ENGNCCRG 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenanclossociates.com X nJ 1..� O U W > 5W L Z W a 1 N M O W heatgv. l U w Ing Pmjed Number 21118 Dee 09/29/2021 ME STAMP FS ONAL 912921 Jeff A. Given, .I...,:�„�";^::1. SHEETTITLE ELECTRICAL COVER SHEET SHEET NUMBER EO 3275 AMES TRIPLEX UNIT C TYP. LOAD CENTER SCHEDULE LOAD CENTER LC TYPE: NEMA 1 SOURCE Me VOLTAGE 2401120 MTG:RECESSED PHASE 1 AIC: REFER TO ONE -LINE WIRES 3 RESIDENTIAL UNITS: RATING 150A RESIDENTIAL: MAIN BREAKER MLO 3,357 SF VOLTAGE: CKT DESCRIPTION BKR 1 CVAUJE PHASE: 1 PH BKR 1 CKT DESCRIPTION KIT APPLIANCE CIRCUIT 20A1 P -A 1 A 2 20AIP BATHROOM I CIRCUIT KIT APPLIANCE CIRCUIT 20A11 3 B 4 20A1P BATHROOM 2 CIRCUIT MICROWAVE 20A1PAG 5 A 6 15A1P-A GEN LTS &RECEPTS-LVL 182 REFRIGERATOR 20A1P-AG 7 B 8 15A1 P -A GEN LTS & RECEPTS - LVL 3 DISHWASHER 2OA1P-AG 9 A 10 15A1P-A GEN LTS B RECEIPTS -LVL4 DISPOSAL 2OA1P-AG 11 B 12 I1A1P-A SMOKE/CO DETECTORS RANGE 50A2P 13 A 14 20A1P FURNACE 2 15 B 16 3OA2P CONDENSING UNIT (2) DRYER 30A2P 17 A 18 19 B 20 20AIP GARAGE CIRCUIT WASHER 20AIP-A 21 A 22 FUTURE EV CHARGER SPACE 48 VA 23 B 24 SPACE 25 A 26 SPACE SPACE 13,800 VA 27 B 28 122,007 VA SPACE SPACE 29 A 30 45% SPACE TOTAL TOTAL NEC CALCULATED LOA CALCULATED LOAD TOTAL (VA): 54,903 VA NEC 220.82 UNIT LOAD CALCULATION REFER TO NEC ART. UNIT SIZE: 1,234 SF 220.82(8)(1) GENERAL LIGHTING AND RECEPTACLES 1234 x 3 VA/SF 3,702 VA 220.82(151 SMALL APPLIANCE 8 LAUNDRY BRANCH CIRCUITS SMALL APPLIANCE 2 0 1,500 VA LAUNDRY 1 0 1,500 VA 3,000 VA 1,500 VA 220.82(131 FIXED APPLIANCES, COOKING, DRYERS, WATER HEATERS ELECTRIC RANGE 1 0 8,000 VA MICROWAVE 1 0 1,500 VA ELECTRIC DRYER 1 5,000 VA DISHWASHER 1 1,200 VA REFRIGERATOR 1 1,000 VA DISPOSER 1 1,176 VA EV CHARGER 1 7,080 VA GAS WATER HEATER 1 600 VA 8,000 VA 1,500 VA 5,000 VA 1,200 VA 1,000 VA 1,176 VA 7,680 VA 600 VA 220.82(BX4) OTHER PERMANENTLY CONNECTED MOTORS BATHROOM EXHAUST FANS) 3 @ 80 VA KITCHEN EXHAUST FAN 1 @ 16 VA 240 VA 16 VA NEC 220.82(B) SUBTOTAL: 34,614 VA APPLICATION OF DEMAND LOAD FACTOR 100% OF THE FIRST 10,000VA 10,000 VA 40% OF THE REMAINDER 9,S48 VA NEC 220.82(8) TOTAL: 19,846 VA 220.111WO HEATING AND AIR-CONDITIONING FURANCE 1 1,800 VA CONDENSING UNIT 1 4,600 VA CALCULATED UNIT LOAD TOTAL (VA): CALCULATED UNIT LOAD TOTAL (AMPS): 1,800 VA 4,600 VA 26,246 VA 109 AMPS (1) BREAKER TYPES: A-AFCI; G GFG; AG- DUAL FUNCTION AFCIMFCI. (2) VERIFY BREAKER SIZE WITH MECHANICAL CONTRACTOR PRIOR TO RELEASING EQUIPMENT ORDER 3275 AMES TRIPLEX WHOLE BLDG FAULT SOURCE POINT SOURCE Me TOTAL NEC CALCULATED LOAD FEEDER PROPERTIES RESIDENTIAL UNITS: 3 RESIDENTIAL: FAULT PoINT 3,357 SF VOLTAGE: 240 V MA.. CVAUJE PHASE: 1 PH TRANSFORMER UTILITY PANEL CAPACITY: 400 A '3275 NEC 220.84 MULTIFAMILY LOADS (OPTIONAL CALCULATION) '3275 220.84(C)(1) SECTION 1' GENERAL LIGHTING AND RECEPTACLES (3VA/SF) 0.510 MAN P) 3,357 x 3VA/SF = 10,071 VA 220.84(C)(2) 28,000 15111 LAUNDRY AND APPLIANCE CIRCUITS 1 2 #50 W50 3 LAUNDRY CIRCUIT (1500VA) 4,500 VA 0.958 0.078 6 APPLIANCE CIRCUITS (1500VA/CIRCUIT) 9,000 VA 220.94(C)(3) LOAD CENTER 10K APPLIANCE LOAD - DWELLING UNIT: 1/A18 240 3 ELECTRIC RANGE 24,000 VA 7301 3 MICROWAVE 4,500 VA 8,900 3 ELECTRIC DRYER 15,000 VA F1 F1 3 DISHWASHER 3,600 VA ,210 #2'0 3 REFRIGERATOR 3,000 VA 0.400 0.240 3 DISPOSER 3,528 VA F2, 3 EV CHARGER 23,040 VA 3 GAS WATER HEATER 1,800 VA 220.84(C)(4) MOTORS AND LOW POWER FACTOR LOADS 9 BATHROOM EXHAUST FAN(S) 720 VA 3 KITCHEN EXHAUST FAN 48 VA 220.84(C)(5) HEATING OR AIR CONDITIONING LOAD 3 FURANCE 5,400 VA 3 CONDENSING UNIT 13,800 VA CALCULATED UNIT LOAD TOTAL: 122,007 VA APPLICATION OF DEMAND LOAD FACTOR FOR 3 UNIT(8) TABLE 220.84 DEMAND FACTOR: 45% TOTAL TOTAL NEC CALCULATED LOA CALCULATED LOAD TOTAL (VA): 54,903 VA CALCULATED LOAD TOTAL (AMPS): 229A GENERAL NOTES: 1. THE 240V AVAILABLE SHORT CIRCUIT CURRENT AT THE SOURCE TRANSFORMER IS ASSUMED TO BE 29,600A @ NODE F0. THE IMV AVAILABLE SHORT CIRCUIT CURRENT AT THE SOURCE TRANSFORMER IS ASSUMED TO BE 43400A @ NODE F0. 2. METERSTACK IS NO CLOSER THAN W0 TO A UTILITY TRANSFORMER. 3, NO UNIT LOAD CENTER IS CLOSER THAN I5'A" TO A METERSTACK. 4. NOTIFY ELECTRICAL ENGINEER IF ACTUAL LENGTHS ARE LESS THAN INDICATED. DRAWING NOTES: Oj PROVIDE GROUNDING ELECTRODE SYSTEM PER NEC 250'. 1. CONCRETE ENCASED ELECTRODE REBAR NO LESS THAN 112' DIAMETER AND 20 FT IN LENGTH OR #4 CU NO LESS THAN 20 FT IN LENGTH 2. GROUND ROD #6 CU OPROVIDE GROUNDING ELECTRODE SYSTEM PER NEC 250: 1. CONCRETE ENCASED ELECTRODE REBAR NO LESS THAN 112' DIAMETER AND 20 FT IN LENGTH OR A CU NO LESS THAN A FT IN LENGTH 2. COLD WATER PIPE #6 CU OPROVIDE STACKED ELECTRICAL METER SECTION IN THE CONFIGURATION SHOWN TO MINIMIZE THE AMOUNT OF WALL SPACE REQUIRED. SEE SHORT CIRCUIT CALCULATIONS FOR EQUIPMENT AIC RATINGS. O4 SECTION 1 OF FEED THROUGH LOAD CENTER TO BE LOCATED IN THE GARAGE OF EACH RESPECTIVE UNIT AS INDICATED. SECTION 2 O FEED THROUGH LOAD CENTER TO BE LOCATED ON THE FIRST FLOOR OF EACH UNIT. FINAL LOCATION OF LOAD CENTER SHALL BE COORDINATED WITH OWNER I ARCHITECT. OS LOAD CENTERS SHALL BE RATED 10,000 AIC FOR FEEDER LENGTHS GREATER THAN 33 FT (PER FAULT NODE F2)AND SHALL BE RATED 22,000 AIC FOR FEEDER LENGTHS LESS THAN 33 FT (PER FAULT NODE F3L NO LOAD CENTER SHALL BE REQUIRED TO BE RATED GREATER THAN 22,00 AE (PER FAULT NODE F4). OFINAL SIZE AND LOCATION OF UTILITY TRANS FORMER TO BE DETERMINED BY AND COORDINATED WITH UTILITY COMPANY. FAULT MINT FAULT LOCI FAULT SOURCE POINT SOURCE Me E (VOLTS) FEEDER PROPERTIES f M CALOULATED' lee FAULT PoINT N0. SETS WIRE SIZE MA.. CVAUJE LENGTH m TRANSFORMER UTILITY INF ONE -LINE '3275 > '3275 5W G SECTION 1' O.91i8 0.510 MAN P) F0.1 F1 WEATHERHEAD METERSTACK FO F0.1 28,000 15111 240 240 1 2 #50 W50 ALUMINUM PLUMINUM 12882 12122 50 15 0.958 0.078 0.510 01128 15,111 14,018 F0.1 F1 F2 LOAD CENTER 10K F1 1/A18 240 1 #i10 PLUMINUM 7301 0.418 1 0.708 8,900 F2 F3 F4 LOADCENTFR22K LOAD CENTER CLOSEST F1 F1 14,018 1/018 240 240 1 1 ,210 #2'0 ALUMINUM ALUMINUM 7301 7301 25 15 0.400 0.240 0.714 0.808 10,013 11305 F3 F4 C= CABLE CONDUCTANCE FACTOR E= LINE TO LINE VOLTAGE Vp =TRANSFORMER PRIMARY LINE TO LINE VOLTAGE M=11(111) f= 1.732 x L x lx l( C x n x E) MOUNTED UTILITY 120/240V 1PH, 3W 100KVAASSUMED F0 O O I MULTI-METERDISTRIBUTION EQUIPMENT 400, 240112W, 1 -PHASE, &WIRE Y2VUC, NEMA 311 TYPEI0RTYPE2SURGE SPD' PROTECTION DEVICE INTEGRAL TO SERVICE EQUIPMENT 400A 2P SWITCH FUSE @ 400A JJN NEMA3R ELECTRICAL ONE -LINE DIAGRAM NO SCALE Vs = TRANSFORMER SECONDARY LINE TO UNE VOLTAGE Z=TRANSFORMER IMPEDANCE Ise =AVAILABLE FAULT CURRENT (FROM SOURCE) Ise = SHORT CIRCUIT CURRENT ' SERVICE TRANSFORMER Ise(AVAILABLE FAULT CURRENT) I9C=VpxMx IKNs AS PUBLISHED BYU ILITY COMPANY FEEDER SCHEDULE 4000 21N 2a4 KCMIL AQ2.10PVC.I 190R 3 N2JO AWG AL; #4 AWG Al. GND 2'C. ,GIVEN & ASSOCIATES INC am MCCHPNIWL BELEcie¢ALENG"CCRG 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givencinclossociates.com X PANEL Date PANEL NE STAMP PANEL PANEL PANEL PANEL '3283 '3283 '3279 SHEETTITIE '3279 ONE -LINE '3275 > '3275 5W G SECTION 1' SECTION 2 SECTION V L0 SECTION T SECTION 1' SECTION T N O O O O W Neatgv. (D O ,*Ing cooe n ii ii O 75012 O 15M O 15012 F2, F2, F2, F3, F4 �� F3, F4 �� F3, F4 �� ,GIVEN & ASSOCIATES INC am MCCHPNIWL BELEcie¢ALENG"CCRG 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givencinclossociates.com X 21118 Date W NE STAMP I..L 0 FS ONAL 912921 SHEETTITIE Lu ONE -LINE DIAGRAM > 5W G Z W < L0 1 N M W Neatgv. ,�� U w ,*Ing cooe Project Number 21118 Date 09/29/2021 NE STAMP Ca FS ONAL 912921 SHEETTITIE ONE -LINE DIAGRAM SHEET NUMBER E1 W J J Q I I PROPERTY LINE — - — — -- 3 — 7 x a I I m, .N NORTH ELECTRICAL SITE PLAN ' 1/811 = 1'-011 REQUIRED SETBACK PROPERTY LINE U) 5W Q GENERAL NOTES: 1. E.C. TO CONTACT THE LOCAL UTILITY COMPANY TO VERIFY TRANSFORMER SIZE, LOCATION, CONNECTION AND TYPE, AND TO COORDINATE INSTALLATION OF ALL UTILITY METERING AND SERVICE ENTRANCE EQUIPMENT. 2. SEE ONE -LINE DIAGRAMS FOR SIZES AND CONFIGURATIONS. ENTRACEEOUIPMENT 3. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE UL LISTED FOR WET LOCATIONS OR ENCLOSED IN A NEMA 3R ENCLOSURE. DRAWING NOTES: O BUILDING MOUNTED SERVICE UTILITY METERS PER ONE -LINE DIAGRAMS. O2 EXISTING OVERHEAD UTILITY PRIMARY IN ALLEY. OS NEW OVERHEAD UTILITY SERVICE DROP TO NEW CUSTOMER WEATHERHEAD. OUNDERGROUND SECONDARY FEEDER FROM METERSTACK TO LOAD CENTER IN GARAGE. FINAL LOCATION OF PANEL TO BE COORDINATED IN THE FIELD. O UNDERGROUND FEEDER BY E.C. FROM FEED THROUGH PANEL SECTION 1 IN GARAGE TO SECTION 2 WITHIN THE DWELLING UNIT. SEE ONE -LINE FOR MORE INFORMATION. OB PROVIDE JUNCTKIN BOX AND 1" CONDUIT FOR FUTURE EVSE STATION CONNECTED TO 4 P SPACE PROVISION LABELED AS TV READY" IN PANEL SECTION 1 IN GARAGE. COORDINATE FINAL LOCATION OF EVSE CONNECTIONS IN FIELD. ,GIVEN & ASSOCIATES INC am M1 HPNIW MCCTe¢ALENG"CCR$ 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenanclossociates.com X _ rc Date W I I O rc U 9129121 C/) W SITE ELECTRICAL PLAN W > C G Z W d L0 rc N a .N NORTH ELECTRICAL SITE PLAN ' 1/811 = 1'-011 REQUIRED SETBACK PROPERTY LINE U) 5W Q GENERAL NOTES: 1. E.C. TO CONTACT THE LOCAL UTILITY COMPANY TO VERIFY TRANSFORMER SIZE, LOCATION, CONNECTION AND TYPE, AND TO COORDINATE INSTALLATION OF ALL UTILITY METERING AND SERVICE ENTRANCE EQUIPMENT. 2. SEE ONE -LINE DIAGRAMS FOR SIZES AND CONFIGURATIONS. ENTRACEEOUIPMENT 3. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE UL LISTED FOR WET LOCATIONS OR ENCLOSED IN A NEMA 3R ENCLOSURE. DRAWING NOTES: O BUILDING MOUNTED SERVICE UTILITY METERS PER ONE -LINE DIAGRAMS. O2 EXISTING OVERHEAD UTILITY PRIMARY IN ALLEY. OS NEW OVERHEAD UTILITY SERVICE DROP TO NEW CUSTOMER WEATHERHEAD. OUNDERGROUND SECONDARY FEEDER FROM METERSTACK TO LOAD CENTER IN GARAGE. FINAL LOCATION OF PANEL TO BE COORDINATED IN THE FIELD. O UNDERGROUND FEEDER BY E.C. FROM FEED THROUGH PANEL SECTION 1 IN GARAGE TO SECTION 2 WITHIN THE DWELLING UNIT. SEE ONE -LINE FOR MORE INFORMATION. OB PROVIDE JUNCTKIN BOX AND 1" CONDUIT FOR FUTURE EVSE STATION CONNECTED TO 4 P SPACE PROVISION LABELED AS TV READY" IN PANEL SECTION 1 IN GARAGE. COORDINATE FINAL LOCATION OF EVSE CONNECTIONS IN FIELD. ,GIVEN & ASSOCIATES INC am M1 HPNIW MCCTe¢ALENG"CCR$ 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenanclossociates.com X 21118 Date W AJE STAMP O � U 9129121 C/) W SITE ELECTRICAL PLAN W > C G Z W < L0 N M W Neatgv. ,�� U � w 9,*IngD'N'e... Pmjecl Number 21118 Date 09/29/2021 AJE STAMP FS ONAL 9129121 SHEETTITLE SITE ELECTRICAL PLAN SHEET NUMBER E3 February 24, 2021 Re: 3275/3279/3283 Ames Street Soils SDC # 20-008 To Whom It May Concern: sdc o� `N heat m 0 G;�an9 p1V\S. c In lieu of a soils report for the triplex at 3275/3279/3283 Ames Street, we are recommending an open -hole soils observation during construction, as noted on our drawing S-1. If you have any questions concerning our analysis or conclusions, please do not hesitate to call or email. Sincerely, STRUCTURAL DESIGN COLLABORATIVE LLC Jeffrey C. Chacon, P.E. Principal STRUCTURAL DESIGN COLLABORATIVE, LLC 3350 OSCEOLA ST. SUITE 200 DENVER, CO 80212 (303) 520.6878 FA : (303) 480.9174 E MS L: STRUCTUR @EARTHUNK.NET qpn: mDNOc: wheatndae co us To: C Mme P mlts soutee: amine w" ma Iul r Rimm m:m:: w aara: WolnW", F wry 24, 2n211:18:55 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3275 Ames Property Owner Name Dan Jimenez Property Owner Phone 303-668-3443 Number (enter WITH dashes, eg 303-123- 4567) Property Owner Email djimenezmalmta @gmail.mm Address Attach City of Wheat P;omant form mnnM.nM Ridge Electronic Payment Form - "'DO NOT ATTACH A PICTURE OF A CREDIT CARD" APPLICANT INFORMATION Applicant Name JO Chamn What is your role in the Amhite� project? Contact Phone Number 303-520-6878 (enter WITH dashes, eg 303-1234567) Contact Email Address sdmolomdo®gmail.mm for Plan Review Comments Retype Contact Email sd000lomdo®gmail.mm Address DESCRIPTION OF WORK Detailed Scope of Work - Example: New single family home with 2 car attached garage Square Footage of New Construction Upload Proof of Submission to Water Department Upload Proof of Submission to Sanitation Department Upload Soils Report Engineering Letters and Other Letter Size Attachments Energy Calcs New single family townhome with 2 car games 2158 Field rxx completed.. Field rect completed. Construction Plans Fie sat Mf scanned on 11"x17" or larger Project Value (contract Ssao,000 value or cost of ALL Valuation OK materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full res responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work res may not begin on this property until a permit has been issued and posted on the property. I certify that I have yea been authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Jeffrey C. Chacan Permit I attest that everything yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying wmadly? view It in your browser. Engineering has reviewed and finds the Permit may be issued upon receipt of the fees in the amount of $2,900 per the approval letter for Sharman's Subdivision dated August 24, 2016. The fees are in lieu of construction for the required public improvements for 3275, 3279, and 3283 Ames Street (Note total fee applied to the 3275 Ames Street Building Permit). 12/09/2021, Rocky Macsalka, Development Review Engineering INFORMATIONOwner/Contractor is responsible for locating property lines and PLAN constructing improvements according to the approved plan and required development standards. The City is not responsible for inaccurate 811 = 11-011 WHEAT RIDGE ZONING: R-2) AREAS information submitted within the plan set and any construction errors City of �]�� resulting from inaccurate information. OCCUPANCY CLASSIFICATION; R3 % COMMUNITYrDEEVVELOMENT-- "REVIEWED FOR CODE COMPLIANCE" As part of the foundation inspections and PRIOR TO proceeding with Permit may be ISSUED with the following conditions: any further construction/inspections, a completed, signed and sealed, City of heat for idgePlang nningncesion by ���, These drawings were reviewed under the applicable city of wheat Ridge Planning Division LIVING AREAS/ry laws in effect at the time of submittal. Reasonable Foundation Setback and Elevation Certification shall be submitted to the APPROVED l Engineering has reviewed and finds the Permit may be issued upon receipt of the fees in effort was exercised in checking for code compliance. City for review. The certification form shall be fully completed by a the amount of $2,900 per the approval letter for Sharman's Subdivision dated August 24, 3275: 2251,2 s f The stamping of these documents shall not be Professional Land Surveyor licensed in the state of Colorado, stating 2016. The fees are in lieu of construction for the required public improvements. construed to be a permit for, or an approval of any that the foundation was constructed in compliance with all applicable BY: 3279: 2064,6 s f violation of state and/or local codes, ordinances or minimum setback and elevation requirements of the City. DATE: 12/1/2021 Refer to additional redlined comments found on this sheet. amendments thereto. 3283: 2 2 51.2 S f MTheiSen COMMENTS: Approved with Plan Reviewer All landscaping shall be in conformance with Section 26-502 of the conditions The contractor shall obtain the proper ROW Construction Permits from the City of wheat Ridge PROJECT DIRECTORY Date 11/30/2021 Zoning and Development Code. All landscaping shall a installed in Department of Public works prior to the commencement of any construction activities within the PATIO AREAS: accordance with the approved landscape plan (from Case No. public ROW. 3 2 7 9 ; 3 51, 3 s f WSP-16-02) prior to C.O. If landscaping cannot be installed prior to CO, a landscape escrow agreement with financial guarantee in the amount of Prior to issuance of the C.O., a Grading Certification Letter shall be required from the 125% of the cost of the installation shall be required. 'Approved Engineer of Record accompanied by an As Built Survey certifying that the final grading GARAGES: landscape plan was sent to applicant as part of permit review has been completed, the grading is in conformance with historical patterns, drainage, and comments' redlines on this permit, and that the added impervious surface is in general conformance OWNERS: Dan Jimenez 3275' 451.5 s f with the coverage analysis submitted with site plan application (Case NO. WSP-16-02). 3275 Ames S t . LLC 3279: 407,3 5f IlDriveway aprons shall be paved to alley. I Rocky Macsalka, Development Review Engineer, 12/02/2021 (303 668-3443 3283; 492.3 sf 1251-011 Reviewed by the City of Wheat Ridge , 51-011 221-011 151-011 501-01' 81-011 251-011 Engineering Division PL All roof drains/downspouts and foundation drains shall APPROVED DESIGNER /STRUCTURAL J e f f r e C. C h a c o n P. E. r-0° be directed in such a manner as to not negatively y I affect adjacent properties. If necessary roof drains must REM, Development Review Engineer ExlsRng be connected to a pipe and drained towards the public BY: ENGINEER: Structural Design Collaborative, LLC /cro.nd Grade in a 3' wide swale per detail roadway to avoid discharging flow onto neighboring ----_- u Y g g12/09/2021 -----'---DATE: Pro oged ----"---- A -A to direct roof runoff away from 3 0 3� 520-6878 p property. REM, 12/02/2021 trade adjacent property. Approved with conditions. COMMENTS: e a slope shall s REM 12/02/2021 s d c c o l o r a d o@ g m a l, c o m I be a min 1% SWALE DETAILA-A caaingcertecaaonLm rwinznuiltplanzregwreapnorroizzuancemco. No Scale Amok rmvrlL-RTY LINE UILDING CODES T Q-- — - — - — - — - --- — - — - — - — - — - — - — - — - — - — - i --- - — - — - — - — - — - — - — - --- — - — - — - — - — - — I Existing curb gutter, and sidewalk is m substandard but will not be - I W reconstructed as part of this project N Downspout orientation (TYP) unless damaged during construction. N p Fees in the amount of $2,900 shall be 2018 ICC CODES W paid in lieu of construction for the 2020 NEC W REQUIRED SETBACK I PEMrequied 12/02/2c improvements. REM 12/02/2021 LEGAL DESCRIPTION U a GARAGE w 3283It p SUB; 669900 SHARMANS PLACE C4al " LOT 0001 SECTION 25 TOWNSHIP 03 � W a Z ILI RANGE 69 �--- W F- a- ----------- --------- U SHEET INDEX J LU a- 01 V / LU a- I GARAGE SP1 TITLE SHEET/SITE PLAN //■�/ 0 p 231-011 3279 N O nCq Al FIRST FLOOR PLAN I A2 SECOND FLOOR PLAN A3 ROOF PLAN A4 ELEVATIONS q --------------------------- -- — -- — — -- — A5 ELEVATIONS A6 SECTIONS A7 GARAGE PLANS A8 GARAGE ELEVATIONS S1 GENERAL NOTES AND STRUCTURAL DETAILS - - 0 0 3275 S2 FOUNDATION AND FIRST FLOOR FRAMING PLAN S3 SECOND FLOOR FRAMING PLAN GARAGE " S4 ROOF FRAMING PLAN S5 GARAGE STRUCTURALS S6 STRUCTURAL DETAILS REQUIRED SETBACK � Grade in a 3' wide Swale per detail A -A to direct roof runoff away from adjacent property. REM, 12/02/2021 AREA CALCS; U) LOT AREA = 121500 sf I �---------------------------------------------�------------� BUILDING COVERAGE = 3500 sf seessessearessee.,— — — — — — — — — — — — — — — GARAGE COVERAGE = 1450 sf I PROPERTY LINE TOTAL COVERAGE = 5230 of I ALLOWA13LE COVERAGE = 5000 sf 3275 Ames Triplex 7iJ Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 ---------- structurald@earthlink.net sdccolorado.com of W heat 0 aing m L 0 X o CD 0 � Q U L M W� m NCn .� � � N N t Q M m N M JOB: #18-021 DRAWN BY. JCC CHECKED BY. JCC ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED WITHOUT THE WRITTEN CONSENT OF LLC. THE ELEVATIXJ GROUP. Revision Record: Date Date: October 9, 2020 Sheet Title: Title/ Site Plan Sheet No. : SP -1 3275 Ames Triplex 0 0 a D I FIRST FLOOR PLAN 1/4" = 11-011 0 3275 Ames Triplex C3 y Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 structurald@earthlink.net sdccolorado.com o�vJ heat 9j J o 11aing [) Jo c L N C X Nv N E — av o •� M w ~ N N \ N vs N O Q M m 3 li N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OT1ERlWSE USED WT10UT THE WRITTEN CONSENT OF THE ELEVATION GROUP, LLC. Revision Record: Date Date: October 9, 2020 1 Sheet Title: 1 st Floor Plan Sheet No. A-1 3275 Ames Triplex 0 W c 13'-18" gl_6N J 10'-8811 2020 101-0 B' DECK 2020 2020 60 8 2020 2020 \/ m BATH / \ ° � O \ / / \ ° Ga N BATH 1 oR26658�� O N N T d 00 D ° Uv CLOSET E OSET MASTER a� MASTER CLOSET =1v U) N — CLOSET ---- 6068 Np - - - - 5O 4-0 LZ' -6° N 3275 SITTING BATH 00 SITTING N 3279 101-4811 D ° Iq 00 BATH M m 6 8 ni d- CLOSET � LAUNDRY 1 N BATH N 6 8 5068 HN 1 0 ° N 00 N CLOSET 00 CLOSET 5068 N o CLOSET 5068 BEDROOM N 4068 IF7 2668 4068 BEDROOM BEDROOM BEDROOM 4'-0" 4040 2020 4040 2020 101-4311 \\)V 11'-38" 101-4g" \\)V 11'-38" SECOND FLOOR PLAN 9'-611 13'-1811 J 10'-8811 2020 101-0 B' DECK 2020 2020 6068 MASTER BATH / \ ° � O \ / / \ Ga N BATH o 1 O N T d 00 D ° Uv CLOSET E N ui a� MASTER CLOSET =1v U) N CLOSET 268 31-611 Np - - - - 5O N LZ' -6° N 6 8 G0 41-011 BATH 00 SITTING N 3279 101-4811 ° Iq 00 DN M CLOSET 01 N DID CLOSET N 1 N BATH 5068 2668 6 8 5068 LAUNDRY BEDROOM 00 N CLOSET 2020 4040 2020 2668 CLOSET 5068 5068 BEDROOM 3'-311 IF7 -1N 111-381' 1 BEDROOM 4040 4040 101-4311 101-4g" 9'-611 13'-1811 J 2020 2020 m 6068 BATH / \ ° L 00 O o 1 O N 00 Uv CLOSET E ui a� MASTER ----� 2668 ---- J N CLOSET 6068 31-611 3283 SITTING N ,N 1 1 N 6 8 G0 Q BATH LAU DRYto ko Ln3 _ N ^IN a' EdIM 1N 2 ° Iq 00 M CLOSET 01 N CLOSET N 5068 2668 5068 4'-011 BEDROOM BEDROOM 2020 4040 2020 4040 o 11'-38'1 IF7 111-381' 1/4" = 11-011 0 N O 0 1n 3275 Ames Triplex Cj y Structural Design Collaborative LLC (303) 4809501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 structurald@earthlink.net sdccolorado.com o� W heat J O g c m L N O X Uv E - Q a� O ~ N N N v Q M m Ln3 1 N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC V "r SEAL, ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OT1ERlWSE USED WT10UT THE WRITTEN CONSENT OF THE ELEVATION GROUP, LLC. Revision Record: Date Date: October 9, 2020 1 Sheet Title: 2nd Floor Plan Sheet No. A-2 3275 Ames Triplex ROOF PLAN 1/4" = 11-011 0 3275 Ames Triplex C3 y Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 structurald@earthlink.net sdccolorado.com o�vJ heat 9j J 0c 11aing [) Jo m m L 0 X mo E O ~ co N C>' N \ N os N Q M m 03 N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC SEAL, ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OT1ERlWSE USED WT10UT THE WRITTEN CONSENT OF THE ELEVATION GROUP, LLC. Revision Record: Date Date: October 9, 2020 1 Sheet Title: Roof Plan Sheet No. A-3 3275 Ames Triplex AST ELEVATION 1/4" = 11-011 WEST ELEVATION mL 6, , 1/411 = 11-011 3275 Ames Triplex C3 y Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 structurald@earthlink.net sdccolorado.com o�vJ heat 9j J oc 11aing [) Jo m m L 0 X mo ~ co N C>' N f Q M m 3 LO N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC SEAL, ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OT1ERlWSE USED WT10UT THE WRITTEN CONSENT OF THE ELEVATION GROUP, LLC. Revision Record: Date Date: October 9, 2020 1 Sheet Title: Elevations Sheet No. A-4 3275 Ames Triplex 81-0" 591-0" ORTH ELEVATION 59'-0" 1/4" = 1'-0" 1/4" = 11-0" F COMPOSITION SHINGLES } DOORS AND WINDOWS PER OWNER HARD COAT STUCCO: LIGHT LACE TEXTURE VERTICAL STACK BOND BRICK AT FLOOR LINE SECOND FLOOR = 110'-54" FBRAKE! METAL WRAP AT WINGS FIRST FLOOR = 100'-0" F COMPOSITION SHINGLES BRICK VENEER SECOND FLOOR = 110'-5 BRAKE METAL WRAP AT WINGS FIRST FLOOR = 100'-0" N N n 3275 Ames Triplex C3 �1J Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 ---------- structurald@earthlink.net sdccolorado.com 0� W heat CD J aing ujJIo o m m L N C X Nv N E — Q a� o ~ N Cn W E N v Q M m �3 N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC APPEARING HEREIN SHALL NOT HBE E DUPLICATED, T THE RI OR CONSENT USED E ELEVATION ION WRITTEN CONSENT LL THE ELEVARON GROUP, LLC. Revision Record: Nol Change I Date Date: October 9, 2020 Sheet Title: Elevations Sheet No. : A=5 3275 Ames Triplex 2" ROOF E ROOF TRU R-49 INSU 211 GYPSUM DECKING SLEEPE EPDM i" SHED RIPPED WOOD C ECTION 1/411 = 11-011 3275 Ames Triplex C3 y Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 structurald@earthlink.net sdccolorado.com o�vJ heat �j J aing ujJIo o L N C X Nv N E — av o •� M w ~ N N \ N vs N v Q M m 3 li N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OT1ERlWSE USED WT10UT THE WRITTEN CONSENT OF THE ELEVATION GROUP, LLC. Revision Record: Date Date: October 9, 2020 1 Sheet Title: Sections Sheet No. A-6 3275 Ames Triplex 0 �r 0 0 It 0 n UW 441-011 GARAGE FLOOR PLANS I I I I F I N I I I I I I I GARAGE ROOF PLANS 4 1/4" = 11-011 I I I A I I I I [is: 3275 Ames Triplex C3 �1J Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 ---------- structurald@earthlink.net sdccolorado.com o�vJ heat N di N J 4 1/4" = 11-011 I I I A I I I I [is: 3275 Ames Triplex C3 �1J Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 ---------- structurald@earthlink.net sdccolorado.com o�vJ heat J o 11aing [) Jo c m m L 0 X E C Q a� O L M ~ co � N � N f Q M m 03 N M JOB: #20-008 DRAWN BY: JCC ALL DRAWN AND WRITTEN INFORMATON APPEARING HEREIN SHALL NOT BEDUPLICATED,CLO DUPLICATED, DISCLOSED, OR OTHERWHSE USED WTHOUT THE WRITTEN CONSENT OF THE ELEVATION GROUP, LLC. Revision Record: No Change Date AlAl Date: October 9, 2020 Sheet Title: Garage Plans Sheet No. : A=7 3275 Ames Triplex ORTH GARAGE ELEVATION 1/4" = 11-011 m❑ m❑ m❑ m❑ DDDR DDDR EAST GARAGE ELEVATION ❑❑❑ ❑❑❑ ❑❑❑ ❑❑❑ DDDR DDDR WEST GARAGE ELEVATION NORTH GARAGE ELEVATION 6... 1 1/411 = 11-011 m❑ m❑ m❑ m❑ DDDR DDDR 1/4" = 11-011 COMPOSITION SHINGLES DOORS AND WINDOWS PER OWNER SIDING PER OWNER AND CONTRACTOR OUTH GARAGE ELEVATION 1/4" = 11-011 SOUTH GARAGE ELEVATION 1/4" = 11-011 1/4" = 11-011 3275 Ames Triplex C3 y Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 ---------- structurald@earthlink.net sdccolorado.com ok W heat J o 11aing m m L 0 X mo ~ co N C>' N os N M m M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OT1ERlWSE USED WTIOUT THE WRITTEN CONSENT OF THE ELEVATION GROUP, LLC. Revision Record: Date Date: October 9, 2020 Sheet Title: Garage Elevations Sheet No. : A=8 3275 Ames Triplex GENERAL NOTES 1. Superimposed Loads Used in Design: A. Roof live load (non-reducible) 30 psf B. Roof dead load 15 psf C. Floor live load 40 psf D. Wind speed Vult = 135 mph 2. Design Standards: A. International Residential Code 2018 Edition. 3. Foundations A. Soil data was assumed and shall be verified by a licensed geotechnical engineer prior to construction. B. Maximum total load soil bearing pressure used in design is 1,500 psf. 4,Concrete: A. All concrete shall be made with stone aggregate and shall develop the following 28 day compressive strength: 3000 psi B. All reinforcing bars shall be ASTM A615, Grade 60, unless otherwise noted, C. Concrete Protection for Reinforcement (unless otherwise noted): 1. Concrete poured against earth 3" 2. Concrete poured in forms but exposed to weather or earth: a. #5 bars or smaller 1-1/2" b, Bars larger than #5 2" D. No splices of reinforcement shall be made and no welding to reinforcing shall be permitted except as detailed or authorized by the structural engineer. Make all bars continuous around corners or provide corner bars of equal size and spacing. E. Detail bars in accordance with the latest editions of ACI Detailing Manual and ACI Building Code Requirements for Reinforced Concrete, F. Provide all accessories necessary to support reinforcing at positions shown on the plans. G. Concrete shall not have joints in a horizontal plane. Any stop in concrete work must be made at center of span with vertical bulkheads and horizontal keys, unless otherwise shown. All construction joints shall be as detailed or as approved by the Engineer. H. No chloride admixtures shall be added to concrete without Engineer's approval. S. Steel: A. All structural steel shall conform to ASTM A36 (Grade 50/AS72), except pipe columns which shall conform to ASTM AS3 (Grade B). B Structural steel shall be detailed, fabricated and erected in accordance with the 9th Edition of AISC "Manual of Steel Construction". C. Provide connections as detailed. Alternate connection details of equal capacity may be considered, provided they are submitted along with calculations. Alternate connection detail drawings and calculations which are submitted must be stamped and signed by a Colorado Registered Professional Engineer. D. Connections made with high strength steel bolts shall conform in all respects to the current "Specifications for Structural Joints" using ASTM A325 Bolts as endorsed by AISC and shall be installed to a 'snug tight' condition. 6. Wood: A. All wood for structural framing shall be visually -graded, surfaced dry Hem Fir. Grading shall be in accordance with the 1991 edition of the National Design Specification for Wood Construction by National Forest Products Association. 1. All joists, beams, columns and headers shall be visually -graded "No. 2." 2, All wall studs and plates shall he visually -graded "Studs." 3. All wall plates shall be visually -graded "No. 2." 4. All blocking and bridging may be visually -graded "No. 2"'or "No.311. B. Provide cross bridging or 2x blocking at not over 8'-0' on center for all Wood joists and solid blocking between all joists at supports, C. Timber connectors called for on the drawings are as manufactured by Simpson Company. Connectors by other manufacturers maybe used if they have I.C.B.O. approval and their load capacity is equal to or greater than the connector specified. Use manufacturer's furnished nails and bolts. D. All columns shown on the structural drawings shall be continuous unless otherwise shown. E. Sheathing for roofs, walls and floors shall be APA Exterior C -D and shall conform to standard PS 1-74 of the American Plywood Association. Smooth common nails shall be used on all roof and wall sheathing. Ring shank nails shall be used on floor underloyment. Thickness and nailing shall be as follows: 1. Exterior Walls: All exterior walls shall have one layer(s) of 16" nominal sheathing nailed with 10d common nails @ 6" o.c. along blocked panel edges and @ 12" o.c, at intermediate framing members, unless otherwise noted, 2. Diaphragms: Sheathing shall be 321nominal at roof and 3/4" nominal T and G at floors, placed with 8'-0" dimension perpendicular to span of framing members and with end joints staggered. Fasten with IOd nails spaced @ 6" o.c. along panel edges and @ 12" o.c, for roofs and 10" for floors at intermediate framing members, unless otherwise noted. All wood diaphragms are to be glued to their supporting members. F. Fasten all wood members with common nails according to the IRC schedule unless otherwise noted. G. Trus -Joists and LVLs shall be supplied by the Trus -Joist Corp. and be erected in accordance 'with the manufacturer's recommendations. All plates, blocking, bridging and other related items shall be furnished by the manufacturer. H. Timber trusses: 1. Manufacturer shall design and fabricate trusses in accordance with the dimensions, slopes, spacings, and superimposed loads shown on drawings. Truss manufacturer shall submit shop drawings and calculations for review prior to fabricating units. 2. All trusses shall be erected in accordance with manufacturer's specifications, including considerations for temporary bracing. 3. All bridging and blocking shall be installed prior to installing decking. 4. All roof trusses shall be secured to supporting elements with steel Hurricane/Seismic Anchors. 5. Trusses shall be fabricated using special metal connector plates and shall conform to Design Specifications for Light Metal Plate Connected Wood Trusses, TPI, as prepared by the Truss Plate Institute, 6. Minimum member sizes for the trusses shall be 2 x 4 (nominal). 7. Metal connecting plates shall be at least 20 gage galvanized steel. 8. No live load reductions shall be taken for short term loading, 9. The truss manufacturer shall supply all of the truss and girder truss hangers. 7. All dimensions on structural drawings shall be checked against architectural drawings. 8. Engineer's approval must be secured for all substitutions. 9. Verify all openings through floor, roof and walls with mechanical and electrical contractors. 10. All dimensions should be field verified by the contractor. It is the contractor's responsibility to immediately notify the Engineer should any existing condition not be shown or if any existing condition differs from those shown on the drawings. 11. During erection of the building, the contractor stall be responsible for temporary bracing to withstand all loads to which the structure may be subjected, including lateral loads, stockpiles of materials and equipment. Such bracing shall be left in place as long as may be required for safety and until all structural framing and diaphragms are in place with connections completed. 12. All steel or steel connections permanently exposed below grade shall be coated with a zinc rich paint or an asphaltic mastic. BOXED NOTES INDICATE TYPICAL CONDITIONS U.N.O. 2x6 RE: PLAN 1/2" APA RATED SHEATHING RE: GENERAL NOTES #5 x CONTINUOUS 5 2x4 CONTINUOUS P.T. PLATE WITH 12110xl'-0" A.B. @ 48" o.c. FLOOR JOISTS RE: PLAN i" APA RATED SHEATHING RE: GENERAL NOTES 2-#5 x CONTINUOUS IV —4" TOP AND BOTTOM is Z#4 @ 16" 8" d :2 10 #4 @ 16" WITH - STANDARD HOOK tO a o a ' as _ a 3/4" = 1'-0" AL WITH IOOKS 3/4" = 1'-O" 3/4" = 1'-0" #5 2x RE: PLAN 1/2" APA RATED SHEATHING RE: GENERAL NOTES Z 0 1d' II -111! NEW 1'-4" 3/4" = 1'-0" 2x CONTINUOUS P.T. PLATE WITH 1/211Ax1'-O" A.B. @ 48" o.c. — 245 CONT. 2 LAYERS 30# FELT BONDBREAKER SLAB -ON -GRADE RE: PLAN TOP OF SLAB RE: PLAN WWF RE: PLAI @ 24" o.c. x I SJTD. m HOOK @ 12" o.c. BOXED NOTES INDICATE TYPICAL CONDITIONS U.N.O. 3/4" = 11-0" 3/4" = 1'-0" a a - a a 0 - a 'aa d / 2'-0"01 Z goo 2x4 RE: PLAN 2x4 CONTINUOUS P.T. PLATE WITH 1/211mx1'-O" A.B. @ 48" o.c. FLOOR JOISTS RE: PLAN -#5 x CONTINUOUS Z ii �� VIII IIII #5 @ 24" WITH - STANDARD HOOK 345 x CONTINUOUS 3/4" = 1'-0" 2-#5 CONT 3. -On #5 @ 24" O.C. x r SLAB -ON -GRADE RE: PLAN TOP OF SLAB RE: PLAN �HIM —nnn=nnn=nnn=nim= 1I I I I -11I I I I -11I I I I -11I I I1 -8I ! 11 11111 1 EL �2-#5 - CONTINUE gN 3'-0" PAST EDGES OF DOOR OPENING #5 @ 24" o.c. x I STD. HOOK _ a 2-#5 CONT. O a a 1'-4" 3/4" = 1'-0" 3/4" = 1'-0" 3275 Ames Triplex Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F --------------- 3350 Osceola St. Suite 200 Denver, Colorado 80212 --------------- structurald@earthlink.net sdccolorado.com of W heat Ua .. , m J o 11ong U\11 1* -11- 4) m m L y O X v cmc G O � 0 N W N t Q M %LI m 3 N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC ALL DRANK AND WITIEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED, DISCLOSED, OR OTHERWISE USED NTTHOUT THE WRITTEN CONSENT OF THE ELEVATION CRIXIP. LLC. Revision Record: Nol Change I Date Date: July 9, 2020 Sheet Title: Notes and Sheet No. S-1 3275 Ames Triplex L _ J L _ J FOUNDATION AND FIRST FLOOR FRAMING PLAN NOTES; 1/4" = 1'-0" 1) BOXED NOTES INDICATES TYPICAL CONDITIONS UNLESS NOTED OTHERWISE, 2) SEE GENERAL NOTES, SHEET S-1, FOR MORE INFORMATION. 3) "V.I.F." INDICATES ITEM TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4) "FLOOR JOISTS" INDICATES 16" TJI/210 @ 16" o.c. 5) "LVL" INDICATES 16" LVL - FASTEN MULTIPLE LVLs TOGETHER RE; MANUFACTURER. 6) 'COLUMN' DENOTES 312"0 SCH, 40 PIPE COLUMN ABOVE. 7) RE: ARCH. FOR ALL DIMENSIONS AND ELEVATIONS, 3275 Ames Triplex CA Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 structurald@earthlink.net sdccolorado.com o�vJ heat �j J o 11aing [) Jo c Q� m L N C X v N o Q a� •� M w ~ CO Cn \ N O Q M m N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC SEAL., ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED WHTHOUT THE WRITTEN CONSENT OF THE R FVATON GROUP, LLC. Date: October 9, 2020 Sheet Title: Foundation/ Sheet No. : S-2 3275 Ames Triplex SECOND FLOOR FRAMING PLAN NOTES: 1/4" = 1'-011 o 11aing [) Jo c 1) BOXED NOTES INDICATES TYPICAL CONDITIONS UNLESS NOTED OTHERWISE. m 2) SEE GENERAL NOTES, SHEET S-1, FOR MORE INFORMATION. WALL FRAMING SCHEDULE - THIS LEVEL 3) "V.I.F." INDICATES ITEM TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. X v 4) "FLOOR JOISTS" INDICATES 16" TJI/210 @ 16" o.c. o Q a� 5) "LVL" INDICATES 16" LVL - FASTEN MULTIPLE LVLa TOGETHER RE; MANUFACTURER. TYPE ~ SIZE & SPACING 6) USE 'U' HANGER WHERE NO HANGER IS SPECIFIED. 7) RE: ARCH. FOR ALL DIMENSIONS AND ELEVATIONS, Cn EXTERIOR ONE STORY 2x6 @ 16" O.C. 8) COLUMNS AND POSTS SHOWN ON THIS LEVEL SHALL CONTINUE IN EACH STORY BELOW UNLESS NOTED OTHERWISE OR N O Q M SUPPORTED BY A BEAM, HEADER, OR FOUNDATION. EXTERIOR TWO STORY 2x6 LVL @ 16" o.c. INTERIOR ONE STORY 2x4 @ 16" o.c, INTERIOR TWO STORY 2x4 LVL @ 16" o.c. 3275 Ames Triplex CA Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 ---------- structurald@earthlink.net sdccolorado.com o�vJ heat �j J o 11aing [) Jo c m L N C X v N o Q a� •� M w ~ CO Cn \� N O Q M m N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED WHTHOUT THE WRITTEN CONSENT OF THE R FVATON GROUP, LLC. Revision Record: Nol Change I Date Date: October 9, 2020 Sheet Title: 2nd Floor Sheet No. : S=3 3275 Ames Triplex ROOF FRAMING PLAN NOTES: 1/4" = 1'-0" 1) BOXED NOTES INDICATES TYPICAL CONDITIONS UNLESS NOTED OTHERWISE. 2) SEE GENERAL NOTES, SHEET S-1, FOR MORE INFORMATION. 3) "V.I.F." INDICATES ITEM TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4) "ROOF JOISTS" INDICATES 118" TJI/210 @ 24" o.c. 5) "TRUSSES" INDICATES PRE -FABRICATED ROOF TRUSSES @ 24" o.c. SEE ARCHITECTURAL DRAWINGS FOR GENERAL TRUSS SHAPES. 6) TRUSS -TO -TRUSS CONNECTIONS RE: MANUFACTURER. 7) "LVL" INDICATES 118" LVL - FASTEN MULTIPLE LVLs TOGETHER RE; MANUFACTURER. 8) USE 'U' HANGER WHERE NO HANGER IS SPECIFIED. 9) RE: ARCH. FOR ALL DIMENSIONS AND ELEVATIONS. 10) COLUMNS AND POSTS SHOWN ON THIS LEVEL SHALL CONTINUE IN EACH STORY BELOW UNLESS NOTED OTHERWISE OR SUPPORTED BY A BEAM, HEADER, OR FOUNDATION. WALL FRAMING SCHEDULE THIS LEVEL 3275 Ames Triplex CA Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 ---------- structurald@earthlink.net sdccolorado.com o�vJ heat SIZE & SPACING �j J ONE STORY o 11aing [) Jo c 2x6 @ 16" o.c, EXTERIOR TWO STORY m 2x6 LVL @ 16" o.c. L ONE STORY N C @ 16" o.c. INTERIOR TWO X o v No Q a� •� M w ~ CO Cn \� N O Q M m N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC TYPE SIZE & SPACING EXTERIOR ONE STORY 2x6 @ 16" o.c, EXTERIOR TWO STORY 2x6 LVL @ 16" o.c. INTERIOR ONE STORY 2x4 @ 16" o.c. INTERIOR TWO STORY 2x4 LVL @ 16" o.c. ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED WHTHOUT THE WRITTEN CONSENT OF THE R FVATON GROUP, LLC. Revision Record: Nol Change I Date Date: October 9, 2020 Sheet Title: Roof Sheet No. : S=4 3275 Ames Triplex P*17 6 r — — — — — --------------------- ------------------- I I ---------------------- I I I I 5 I I I s1 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 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 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 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 I I s I I I I 5 I s1 I I s1 I L -------------------- - ____ ________ __— I I 5 6 5 S1 S1 S1 I 5 6 i5k 6 5 S1 S1 S1 S1 S1 -------------------------------------------------- --- I I I 5 I S1 I I I I I I I I I I I I — — — — ------------------- I I ri I I I I I I I I I I I I 4" CONCRETE SLAB -ON -GRADE WITH Gx I W2.9xW2.9 WWF CENTERED IN SLAB OVER 95% PROCTOR DENSITY I COMPACTED SUBGRADE - TYP. I I I I I I I I I I I I I I I I I I I I I I I I L------ ----- ----------j — — — — — — — — — — — — — — — — — — — — — — ------------------- 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 I I I I I I I I I I I I I I I I I L---------- ------------- --- — — J 5 6 5 6 I I I 5 I S1 I I I I I I I I I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J 5 6 5 6 5 m S1 S1 S1 o S1 S1 X GARAGE FOUNDATION PLANS NOTES: 1) BOXED NOTES INDICATES TYPICAL CONDITIONS UNLESS NOTED OTHERWISE. 2) SEE GENERAL NOTES, SHEET S-1, FOR MORE INFORMATION. 3) "V.I.F." INDICATES ITEM TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4) RE: ARCH. FOR ALL DIMENSIONS AND ELEVATIONS. 1/4" = 1'-0" GARAGE ROOF FRAMING PLANS NOTES: 1) BOXED NOTES INDICATES TYPICAL CONDITIONS UNLESS NOTED OTHERWISE. 2) SEE GENERAL NOTES, SHEET S-1, FOR MORE INFORMATION. 3) "V.I.F." INDICATES ITEM TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4) "ROOF JOISTS" INDICATES 14" TJI/230 @ 24" o.c. 5) "LVL" INDICATES 14" LVL - FASTEN MULTIPLE LVLs 6) USE 'U' HANGER WHERE NO HANGER IS SPECIFIED. 7) RE: ARCH. FOR ALL DIMENSIONS AND ELEVATIONS. 81 COLUMNS AND POSTS SHOWN ON THIS LEVEL SHALL SUPPORTED BY A BEAM, HEADER, OR FOUNDATION. TOGETHER RE; MANUFACTURER. CONTINUE IN EACH STORY BELOW UNLESS NOTED OTHERWISE OR Revision Record: C1 �11 3275 Ames Triplex L) y Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F 3350 Osceola St. Suite 200 Denver, Colorado 80212 structurald@earthlink.net sdccolorado.com W heat Ua .. �j J o 11aing Q� m L y o X v N O Q a� •i � w ~ CO Cn \ N O Q M m N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC LLC. Date: October 9, 2020 Sheet Title: Garage Sheet No. S-5 3275 Ames Triplex ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED W1IHOUT THE WRITTEN CONSENT OF THE ELEVARON GROUP, BOXED NOTES INDICATE TYPICAL CONDITIONS U.N.O. 1/2" APA RATED SHEATHING RE: GENERAL NOTES BOXED NOTES INDICATE TYPICAL CONDITIONS U.N.O. RE: ARCH SOLID BLOCKING BETWEEN EVERY OTHER TRUSS — EAVE CONDITION RE: ARCH CONTINUOUS DOUBLE TOP PLATE 1/211 APA RATED SHEATHING RE: GENERAL NOTES 3/4" APA RATED SHEATHING RE: GENERAL NOTES RIM JOIST RE: MANUFACTURER FLOOR JOISTS RE: PLAN TOP OF SHEATHING RE: ARCH. WEB STIFFENER RE: MANUFACTURER 2x6 RE: PLAN 1/211 APA RATED SHEATHING RE: GENERAL NOTES PRE-ENGINEERED SCISSOR TRUSSES RE: MANUFACTURER SIMPSON 11H2.511 AT EACH TRUSS 2x6 RE: PLAN TOP OF WALL ELEVATION RE: ARCH 3/411 = 11-011 3/411 = 11-011 FOR 2x6 OUTRIG @ 2411 o.c. SOLID BLOC BETWEEN E OTHER OUTRIGGER SIMPSON "LUS2611 uenlr_Fa SILL NAILING PER SHEAR WALL SCHEDU E.N. PER SHEAR WALL SCHEDULI CLIPS PER SHEAR WALL SCHEDULE— E.N. PER SHEAR WALL SCHEDULE 3/411 = 11-011 3/411 = 11-011 3/411 = 11-011 Z PRE-ENGINEERED ROOF TRUSSES RE: MANUFACTURER SOLID BLOCKING BETWEEN EVERY OTHER TRUSS — OVERFRAMING PRE-ENGINEERED ROOF TRUSSES RE: MANUFACTURER GWB SHEATHING RE: SHEAR WALL SCHEDULE FLOOR JOISTS RE: PLAN TOP OF SHEATHING RE: ARCH. 3/411 = 11-011 SIMPSON 11H2.511 AT EACH TRUSS 3/411 = 11-011 3/411 = 11-011 BOXED NOTES INDICATE TYPICAL CONDITIONS U.N.O. 1/211 APA RATED SHEATHING RE: GENERAL NOTES o U 3/411 = 11-011 211 APA RATED SHEATHING RE: GENERAL NOTES RIM JOIST RE: MANUFACTURER ROOF JOISTS RE: PLAN TOP OF SHEATHING RE: ARCH. WEB STIFFENER RE: MANUFACTURER BLOCKING AT BEARING RE: MANUFACTURER 2x6 RE: PLAN 3/411 = 11-011 3275 Ames Triplex C4 Structural Design Collaborative LLC (303) 480-9501 (303) 480-9174 F --------------- 3350 Osceola St. Suite 200 Denver, Colorado 80212 --------------- structurald@earthlink.net sdccolorado.com ok W heat �j J o aing m m L 0 00 x m E Q U 00 N .0 N t Q M m N M JOB: #20-008 DRAWN BY: JCC CHECKED BY: JCC ALL DRAWN AND WRITTEN INFORMATION APPEARING HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED WHTHOUT THE WRITTEN CONSENT OF THE R FVATON GROUP, LLC. Revision Record: Nol Change I Date Date: October 9, 2020 Sheet Title: Details Sheet No. : S=6 3275 Ames Triplex From: To: Cc: Subject: Date: From: no-reply@ci.wheatridge.co.us <no -reply@ ci.wheatridge.co.us> Sent: Monday, November 1, 20218:24 PM To: CommDev Permits <Permits@ci.wheatridge.co.us> Subject: Online Form Submittal: Asbestos Abatement Asbestos Abatement This application is exclusively for RESIDENTIAL ASBESTOS ABATEMENT YOU MUST ATTACH A VALID CREDIT CARD AUTHORIZATION FORM IN ORDER FOR THE PERMIT TO BE PROCESSED. Your Permit will be emailed to the email address provided below once it is processed. THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. Is this application for Yes residential asbestos abatement? Provide copy of CDPHE 3275 Ames St Wheat Ridge 80212 app ndf State Permit or Stamped Approved CDPHE State Permit Application PROPERTY INFORMATION 3275 ames st 80212 Property Address Property Owner Name Daniel Stultz Property Owner Phone 7203058739 Number (enter WITH dashes, eg 303-123-4567) Property Owner Email sdhawk3(2amaiI com Address Attach City of Wheat Ridge 3275 Ames St Wheat Ridae 80212 aoo 1.odf Electronic Payment Form - **DO NOT ATTACH A PICTURE OF A CREDIT CARD** CONTRACTOR INFORMATION Contractor Business Name mile high environmental services inc Wheat Ridge Contractor's 180013 License Number (This is a 5 or 6 digit numberfor the City of Wheat Ridge) Contractor Phone Number 303-481-8234 (enter WITH dashes, eg 303-123-4567) Contractor Email Address victoria mhes contractors Retype Contractor Email victoria mhes contractors Address State Permit No. or cody archuleta Application Approval Date with Initials of CDPHE Employee approving application. Location of Abatement entire interior Square Footage Area of 2668 Abatement Has the abatement been No completed If abatement has been Field not completed. completed, upload the clearance report. Project Value (contract 12800.00 value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full responsibility Yes for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work may Yes not begin on this property until a permit has been issued and posted on the property. I certify that I have been Yes authorized by the legal owner of the property to submit this application and to perform the work described above. Person Applying for Permit victoria garcia I attest that everything Yes stated in this application is true and correct and that falsifying information in this application is an act of fraud and may be punishable by fine, imprisonment, or both. Email not displaying correctly? View it in your browser. • City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 20, 2017 NOTIFICATION is hereby given that the following address has been assigned to the property/properties as indicated below: ORIGINAL ADDRESS: 3275 Ames Street ADDRESS: 3275 (Lot 1), 3279 (Lot 2), 3283 (Lot 31 Ames Street SUBDIVISION:— Sharman's Place Subdivision LOT(s): 1, 2, 3 NOTES: This is a courtesy notification. AUTHORIZED BY: DATE: 1. Property Owner 2. Jefferson County Assessor, ATTN: Data Control, Lacey Baker email to Llba �er &�effco.us 3. Jefferson County Mapping, ATTN: Addressing, 100 Jefferson County Parkway, Golden, 80419 4. Jefferson County Elections, ATTN: H. Roth, 3 500 Illinois Ave., Laramie Building, Suite 1100, Golden, CO 80401 5. Email to Jeffco IT Services at smitchelLdjjeffco.us and edelygko cijeffco.us 6. U.S. Post Office, 3700 Tennyson Street, Denver, CO 80212 7. Email to erlin;i -)uV -s i i ii ;i 1 i aezLd A.goy and kdss jsummerfield q u s - goy and arlene.a.vickrgy &usps,goy -p 8. Xcel Energy, ATTN: Correspondence, 1123 W. 3rd Ave., Denver, CO 80223 9. Century Link, Capacity Provisioning Specialist, 5325 Zuni St., Room 728, Denver, CO 80221 10. Comcast, Attn: Scott Moore, 6850 S. Tucson Way, Englewood, CO 80112 11. Wheat Ridge Water District 12. Wheat Ridge Sanitation District 13. West Metro Fire District 14. Wheat Ridge Planning Division 15. Wheat Ridge Building Division 16. Wheat Ridge Police Department 17. GIS Specialist 18. Log File NOTE: Please notify all other parties concerned. VIVJDTWTMS105��� www.d.wheatridge.coms DATE: Site lZ C EF E IE TH 1 -111 1 , E VE otm=a ull Vffisll8laL&)]aazF — — I HT F -, -1£ LIT 5 LOT 6 LCT 7 LCT 5 Ll T i4 H -r LUI 6 LOT 13 Li 'T 43 E J 1 lTf 47 , , -TE 1v TEv E 1, LOT 10 I I" , L� X .Er L >Lp N89'4119 E 12500 LOT I F-, T IVIE -Z, r V1 I E 7 R," T'It LOT 42 LOT 3 THE IT, F t COLUMBIA Fr HER ,HT`� E i L" U IE WVhE I ;V E r4 LAT L (,T 8 83 AM 1250Y LOT --S89'41'39'W tIMUMBIA Ui C LOT 2 rdig -0 LCT 9 1 j FT L T WE KE -E -E* 'X 'M vT N89°41'39' 125M LOT- 40 iF COLUMBIA HEIGHTS L lu c tEVV 'E"t I'm LAI ITE U,)T 1 10 LOT 1 LOT 39 F7 HEIGHTS "U' I THE 'FTI E F THE t TT . �THE LOT 1 1 S894 1'39- W 121k (gy 'E7 u I I I V i E V LG T 38 L LOT 12 LCT 37 Vffisll8laL&)]aazF — — I HT F -, -1£ LIT 5 LOT 6 LCT 7 LOT 8 H -r El FEE 1 t T LOT 13 L,7,T 36 E J 1 lTf 47 , , -TE 1v TEv E 1, LOT 10 I I" , L� X >Lp LoT ^t I F-, T IVIE -Z, r V1 I E 7 R," T'It J', " "', L 11 IE H -L- I �,,T - - , in 'T, WEST 3�NX AiVlq�M Vffisll8laL&)]aazF — — I HT F -, -1£ LIT 5 LOT 6 LCT 7 R LOT 8 LOT 9 LOT 10 LoT ^t R I IL11 kDate. R OFFICE USE ONLY City ofCOMMUNIT-Y DEVELOPMENT nr'rrn�t C> c-) Building Inspection Services Division 7500 W. 29h Ave., Wheat Ridge, CO 80033 Filar► Review Fee. Office: 303-235-2855 * Fax: 303-237-8929' $ Inspection Line: 303-234-5933 Building Permit Application Please complete off highlighted areas on both sides of this form, Incomplete applications May not be procas$od. Property Address*! 3 Property Owner (please print): Property Owner Email:_ (if different than property address) • rchitect/ngin r E-mail: Phone: Contractor: Contractors City License Phone: ContractE-mail Address: T S cos � Saab Contractors -p0: I n Electrical: Plumbing Mechanical: W.R. City License # WA. City License # W.R. City License # Other City Licensed Sub: father City Licensed Sub: City License ## City License Complete a!1 information on BOTH sines of this for NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL STRUCTURE COMMERCIAL ROOFING COMMERCIAL ADDITIONROOFING RESDENTIAL ADDITION i STRUCTURECOMMERCIAL ACCESSORY - shed, • RESIDENTIAL .. r- , shed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL urSYSTEM/APPLIANCE REPAIR w wAr REPLACEMENT w x OT ■ i # .. Sq. FULF Stu's Gallons Amps Squares Other FOR OFFICE USE ONLY 1,ti, City of Date: CC �Wh6atl le 77 (CIOIMXAMUNiTy DEVELOPMENT Planlpermlt# 1) Building & Inspection Services Division 7500 W. 29th Ave,, Wheat Ridge, CO 80033 Plan Review Fee. Office: 303-235-2855 * Fax: 303-237-8929 Inspection Line: 303-234-5933 Building Permit Application Em Property Address: Property Owner (please print) u), Yin Phone: �o Property Owner Email:—, Mailing Address: (if different than property address) Address: '8"zif kh) ci!y, state, zip: +f IeJuyi , G) Arr-hitectlEnolneer E-mail: Phone: Contractor: Contractors City License M. _IC -5 Phone: Contractor E-mail Address: Sub Contractors: Electrical: Plumbing: Mechanical: Wk It License # Wk City License # W.R. City License # Other City Licensed Sub: Other City Licensed Sub: City License # City License # Complete all information on BOTH sides of this form —Des+art of work: (Check ck all that apply) NEW COMMERCIAL STRUCTURE ELECTRICAL SERVICE UPGRADE NEW RESIDENTIAL TRUC i R COMMERCIAL ROOFING G COMMERCIAL CIAL ADDITI ?N RESIDENTIAL ROOFING R SCENTIAL ADDITION WINDOW REPLACEMENT COMMERCIAL ACCESSORY STRUCTURE (Garage, shed, deck, etc.) RESIDENTIAL ACCESSORY STRUCTURE (Garage, speed, deck, etc.) MECHANICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT PLUMBING SYSTEM/APPLIANCE REPAIR or REPLACMENT ELECTRICAL SYSTEM/APPLIANCE REPAIR or REPLACEMENT OTHER (Describe), (ForALL pro*ts,please; provide a §gWIld description of work to be performed, including current use of areas, proposed uses,, square footage,existing condition and proposed new condition,'appliance size and efficiency, tWe and amount of materials to be used, etc.) s PYO C ' R q. FULF Btu's Gallons Amps Squares Cather .w Arne- ve�kj�74,A�10;a t __....- APPROVED Subject to Field Inspections 2-7 �- �) f) t s- S +-� t�yt,n + !� , v M./i 'A 13 M El September 3. 2015 Subcontract Number NA Laboratory Report. RES 330WA-1 Project # I P.O. # None Given Project Description: 6 Ames St (Rear House) Wheat Ridge Reservoirs Environmental, Inc. is an analytical laboratory accredited for the analysis of Industrial Hygiene and 9xvirtWON121 MX*m �FV *8 Nft ;ftvy IIAWSUrt Acc��Ufim rrtgrarn (t&W), LA C**& -ritl 4N4 for Transmission Electron Microscopy (TEM) and Polarized Light Microscopy (PLM) analysis and the American Industrial Hygiene Association (AIHA), Lab ID 101533 - Accreditation Certificate #480 for Phase Contrast Microscopy (PCM) analysis. This laboratory is currently proficient in both Proficiency Testing and PAT programs respectively. Reservoirs Environmental, Inc. has analyzed the following samples for asbestos content as per your request. The iinalysis has been completed in general accordance with the appropriate methodology as stated in the attached Analysis table. The results have •-r submitted to your office. All, U.S. Government This •** shall not be reproduced except in full, without written approval from • Environmental, Inc. Samples will be disposed of after sixty days unless longer storage is requested. If you have any questions about this report, please feet free to call 303-964-1986, Sincerely, WE= Fu V v ...........lev x0 �-' ul 10. r iL :: } co uj p p Y...`.^ IWZ &AA yg. w g wW �yyy 4L ol awe ^ « !Ra m x M CL tl or 0 yt amp ,�Y rrgg" ''��yy } 9 V{ swd e - ivy o d u = s.{,,. ENVIRONMENTAL,RESERVOIRS Ove Date, S801 Lo$jan stmet, de 100 Den r� Colorado 80216 ,,.. €cal Method- Asbestos: td bt : PLM Analysis Metals: N Metals Analysis Mold: Mold Analysis, Meth: Mathamphetamine RES3*964 rW Data ,s aata s I i Price for Asbestus & kletalsnl s $40,0C,11 t Sarnple Any sample(s) after, $j,0. Price fOr Mold, $4. um roue s p� r t 3 m ... �..�v-... ,... m 5 ,mow 13 14 is.�.,.... diose,t 4' eta as vver Phone, - Email Dat tsc rs a 3 3 fa *C d 3� 774275 Wada , 1^ 6 3 f S ENV (737-4360 3 60 CC) 13 FORM (F) 414'()2-5147 1l XceI Energy- '"'Oft 4 APT. NO. ACTION TAKEN NO SHUT OFF APPLIANCE OFF BOTH APPL & METER OFF Mm_ SHUT OFF - WARNING - THE CONllI11ON FOUND, 15 SHC1Ml ~ IS NOT IN CDMPIJANCE \M1li OJRRENl1Y I'aB'TB) PIlAC11CES AND PROCEDURES ANP. CXlU1J) CREIQE A HAZARD. CORRECIIONS SHOUW BE MAIlE BY A QIWlAED CllN1RAC1OR. CONJl\CT ~ LOCAl BUILDING DEPART- FOR CDOE ANP PERMIT REQUIREMIN1S PRIOR 10 PERFORMING __ WORK. TAGQEDBY aJSlOMEll: I OCCUPANT SlG RELATIONSHIP OF OCCUPANT USTOMESl "-J ~...........--.._..........._....~",-~~_....... -..........;.~~..; 'FORM (f) 414-02-5147 tl XcelEnergr 1 c hJkh FlOOR SPECIFY ACTION TAKEN NO SHUT OFF )( APPLIANCE OFF BOTH APPL & METER OFF METER 5HUT OFF - WARNING - tHE OONlJIllON FOUNO, I>S 5HCN\'N IlEJ.CN\lIS NOr IN OOMPlJANCE lMTH QJRRENTlY ACCEPlID PRACI1CE5 ANO PROCEDURES AND ClllJlD CRE4JE A HAZARD. CORREC11ONS SHOULD BE MADE BY A QUAUAB> CONTRACIllR. CXJN1l\CT YOUR LOCAl BUllDINl; DEPART. MENT RlR CXlllE AND PERMIT REQUIREMENTS PRIOR 10 PERRJRMlNG REPAIR \MJRK A "'1;~>f, /Jt FOR FURTHER INFORMATION, PHONE nM' 0(,. nM' '- .~__.__._.~~L W'll.\'!!ii'iN"1 ...~ !" { .. DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number: 10874 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE Date: 7/19/2000 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: Property Address: 3275 AMES ST Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: 521-7752 Phone: Construction Value : Permit Fee : Plan Review Fee : Use Tax : Total: $3,000.00 $83.25 $0.00 $75.00 $158.25 I hereby certify that the setback distances proposed by this permtt 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 BuUding Code (U.B.C.) and all other applicable at Rid 0 nces, for work under this permit. , DATE7-1~-oo (OWNER)(CONTRACTOR) SIGNED Use: Description: REPLACE 6 WINDOWS, INSULATE & RESIDE S & W SIDES OF HOUSE, UPGRADE ELEC. SERVICE BUILDING DEPARTMENT USE ONLY SIC: Sq. Ft. : Approval: Zoning: Approval: . Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No :Crb55 Company: \)L.<l.MC:-c\ -t-LQ..c:h-LI:.; Expiration Date: @ Approval : Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: Expiration Date: Approval : (4) (5) (6) This permit was issued in accordance with the ~isions set forth In yopur application and is subject to the laws of the State of Colorado and to the Zoning Regulations and Buik:li~ 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 dar.s. 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 heW permit No work of any manner shall be done that will change the natural flow of water causing a drainage problem. Contractor shaH notify the Building Inspector twenty-four (24) hours in advance for all Inspections and shall receive. written approval on inspection card before proceedllng with successive ases of the job. . lhe issuan a permit or e approval of drawings and specifications shall not be construed to be a permit for. nor an approval of, any violation of the provisions of . des r er ordinance, law, role or regulation. (1) (2) (3) DEPARTMENT OF PLANNING AND DEVELOPMENT BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) ~\ON Kobev+ 3275 Building Permit Number: Date: 7 - I q - 00 Property Owner: Property Address: Contractor License No. : c--- I ' -'),c:....I"U..l)j.nY\ A tries $-j- Phone: 2,03 e 5,;l.. (. 775;;L Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT Phone: Construction Value: 3 ODO , 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 at Ridge ordi nees, for work under this permit. cf2 e DATE 7 -lor -Q, Permit Fee: Use Tax: Description: o-t I(e..p 10-. C e... ho<.l se ) o W""'do,.J,s) " Ylsc,Ic(:he: .{ LAf'ji'a.4e.. e lee:. soe""j', c€- BUILDING DEPARTMENT USE ONLY Total: Use: J"'flex yes',.,{e S +- (OWNER)(CONTRACTOR) SIGNED W. s,Jes SIC: Sq. Ft.: Approval: . I . r.:o . - u I ~ ~ (- ~ . Approval: Occupancy: Walls: Roof: Stories: Residential Units: Electrical License No :Cn:)'S5 - Company: \)w. mo~~ elQc~c> Plumbing License No : Company: Mechanical License No : Company: Expiration Date: Approval: C?'J\ 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 Re_9ulations and Building Code of'v'Vheat 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 authonzed 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 tor 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-tour (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. (4) (S) (6) Chief Building Inspector . D.P~1!'p~~P~m"NT WIIllAt ~Ir.lfj IMY.,.,il aulltllt1d f:ll!Iltt1lt NUlnblilt : bdll!l : 92134 t1/~/99 ....M.. "_,,~ ..."~~~J... ._~, ~..~_..~~......._. .~~...,. -'.~..-_....~~. .. .... _..._ . _"... ... ....... ~u.......... .. ... Co ~. ~ft1~ljHy bWHllf : ~fb~llfly AlIlIf.1l1 : j~1& AMES st t1tlHlfliieldf L1t:illHIII!<Jtl, : bbftipWHy : \:lhbHliI : tjw~'b~it:~lffliAbfuk~~I'~G A~M~Nt' r' ~JH-~;~~~;It;H:l ~ U~.:., '''':'~;O~.:~~'-'I ~Jj~~f!~l~~'~~n~~i~'~t9~t~~liB'~~ I ,~l~~~H' ~I~H :.~~~ ~~: : ~~t~Vbl~,n~II"~II~:~IWe::it_~ OO~I~'~W.IH~ u.. t~~ : $5.~~ (owN~kl(tldl<JtkAtltdk) sltjl<Jl!b bAte . .. tblt!ll : ~ pHbHe : 271.~~131 $:l3.ad $~.~tJ .ll : OIl.etl~lloH : 200 amp service change and add 220's for tange and dryer ...,. ZbHIH~ : ~ alo: a~, 1='1.: APimWII : Occu~aney : Wtlll~: ,. tttlllf: ",.i ~lori/l. : ~~iidehlfat Units' ~""."oan\l Plumbing License No : Company: Mechanical License No : Company' Electrical License No : Expiration Date: APl>roval Expir~~ . ApptoYlll ,:;;<.',,;,',,'-" "":"""'l'''~'4,...~~,....>...~../ir.;,. ", ~''''';''_,' , .' _'" . " _ U:1:.~1' __,~".e"",," :,,; :~"I_ln5i",,:..iil:'f_j": " ,_, '~v1aioJ'ul !I(, fortil in yopur eopllcal1oo and is sutJteci to the laws ,.'If the ~ N ~tJl)" f;, !~1f:' Ze'". an~1'4aidimt. .' .' '., .,' .'.' "Cc>>or3tkJ '~rl....otn.ara:'lr,tlr~ordiflgf!cesofthElCltv. '/~f';i,:~"..\;,:;;'.'\lIj;;':~lI, " .' _' tit. r M t~lOl ',(erf 'lH";)E'(j \l"ilti""I: IlttY {GO' ::",y," fr.am I$~lie Jate Of. Ie; tl1~~y ~..'l<:9lt $ ~~n0.'< .,' i'~"'~':;oi.~ i'~'1B~ " .' "{~;"',';':ii;'"i1jH~W :>>,\:;;1. e';>;j,lfrEoC "c:.; " ,~t 'J,~ .(~:;;, :'i-i~ illmour':'. ,," '.1!::,'1~,W"f)n, Of(."/kIoa ,~" rl'.aI"!t,1(W:'" .~;-&,' 1",it/: ~~!t rJll.O.b ,:- l" '~'ln)!f',<i:f"'~", i ' '.. r:-. ,;1>\ Sttf;.peOSIOli ::,:,_1~~'1rne;~: h~s ~'\o!'l. ..)tcti~ ' ',~ .':-~ ~,far ~f Ch,UV€'f,:'(i' '/'It,.' '~ .',:' M~';'f' ')rflJ~j'1li',',' ':1'" .. \"" I,H p:amJ for. "ew~f'1.. ' ",::11'<,\. 1'0. that WIt! d'lan~1e '1'<l: u~u,~ 1'!0\i~ ,.:< #ll!w." [.'.lWi.,"L';','!i:lag~ p; ..,,)1 ~<.''r.i,'~'" "'I$Plctr<, twenty-ft)(.\f '2:;") ,"'low" ;,': ':',,;;,\!~i'-l(t-;Df ;;l:i,.,i''''',~'!Cl1;; L.I1f',"lkl' '2el'.""'J -'I' ',:,~i ,t'; i' ,:-h '" nittle~)b, {1i";:'Vtl of f;in.winq.., and s~:fu;;;'h (. s:',;):; JK, ;)4:; ,. ;,' ""'~':I:'Jnoe 1'11' r),I!~ ~I~ "~\'JtJlr,:\!':,1 T.':..e:',:;-:.'; "r,: "'''~'_"._'"".''',''''l ,; '(; b~ n ",..<>Pl,:' " 'i .X . a ""--n ,~ J~ 1't5' -, '~"- ~:'-'_9~ ". ""._..',-.... ~,,---, ,,'-,'~ 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 APPL\C~TID N Property Owner: Property Address: Contractor License No. : Company: OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT 'DP.v l<....Ia /-I-t"r,/ t1Jvss.... tI~ CrOlA-'? '?:2.. 16- fi~-es U--hee;,/-,..d'j"" ('" Phone: ;?P?-2"?/oOo..!r1 / e~~03 Phone: Construction ValueF-;z.CJO Permit 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 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 /f7_.?,at'~~ DATE'?-,2-<?9 Total: Use: Description: ~6'(J Q'(;;P YI::t.vy~ ,: d"'JJ v cAcv,5"-e &1"'.,1 ""dol '::;'~c'1JFo;- BUILDING DEPARTMENT USE ONLY ~ Approval: Zoning: SIC: Sq. Ft.: Approval: 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 taws of the State of Colorado and to the Zoning Regulations and Building Code of Vv11eat 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 now 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 codes or any other ordinance, law, rule or regulation. (1) (2) (3) Chief Building Inspector