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HomeMy WebLinkAbout3279 Ames StreetFrom: no-reolv(alci.wheatridae.co. us To: CommDev Perm is Subject: Online Form Submittal: New Residential Construction Date: Wednesday, February 24, 2021 1:23:22 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3279 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 New single family townhome with 2 car garage Water and sanitation submission form-Sianed.odf Soils letter.odf Engineering Letters Fleld not completed. and Other Letter Size Attachments Energy Calcs Fleld not completed. Construction Plans Full set.odf scanned on 11'x17" or larger Project Value (contract $340,000 Valuation OK value or cost of ALL materials and labor) SIGNATURE OF UNDERSTANDING AND AGREEMENT I assume full Yes responsibility for compliance with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application. I understand that work Yes may not begin on this property until a permit has been issued and posted on the property. I certify that I have Yes been authorized by the legal owner of the property to submit this application and to perform the work described above. 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 ELECTRICAL SPECIFICATIONS THIS SHEET SPECIFICATION SHALL GOVERN IN LIEU OF SEPARATE BOUND SPECIFICATIONS. IF BOUND SPECIFICATIONS ARE ALSO ISSUED WITH THE JOB, THEN THE MORE STRINGENT REQUIREMENT BETWEEN THE TWO SHALL PREVAIL. CONTACT ARCHITECT/ENGINEER 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 FEES AND 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 AND/OR FURNISHED BY OTHERS. PROVIDE ACCESSORIES AND INCIDENTAL ITEMS AS REQUIRED FOR COMPLETE AND FULLY OPERATIONAL SYSTEMS WHETHER OR NOT SPECIFICALLY SPECIFIED AND/OR 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 ARE 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 ARE 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 AND/OR INSTALLATION. RELOCATION OF OUTLETS AND/OR DEVICES MADE PRIOR TO ROUGH -IN SHALL BE DONE AT NO ADDITIONAL 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 BEAR THE UL LABEL AS EVIDENCE THAT THE MATERIAL AND/OR 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 AND/OR 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 PANELBOARDS 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 WORK. 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. b. 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 FOR A COMPLETE AND FULLY OPERATIONAL SYSTEM. d. CONFIRM ALL CONNECTION REQUIREMENTS AND ROUGH -IN CONDITIONS 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, AND/OR 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 ROUGH -N OR PROCEEDING WITH THE WORK. L. ALL WORK IN FINISHED AREAS SHALL BE CONCEALED UNLESS SPECIFICALLY NOTED AS EXPOSED ON THE PLANS. PRIOR TO INSTALLATION OF ANY EXPOSED WORK THIS CONTRACTOR SHALL VERIFY AND OBTAIN ARCHITECTURAL APPROVAL OF LOCATION AND EXTENT. M. UNLESS OTHERWISE SPECIFIED ALL OUTLETS ARE 18" AFF. IF OUTLET IS SPECIFIED UNDER OR ABOVE COUNTER, CONFIRM HEIGHT WITH ARCHITECT. N. COORDINATE WITH MECHANICAL AND PLUMBING ENGINEERED DRAWINGS AND PROVIDE ELECTRICAL CONNECTIONS FOR ALL EQUIPMENT AS SCHEDULED, INCLUDING BUT NOT LIMITED TO ALL HVAC EQUIPMENT, PUMPS, WATER HEATERS, FIRE SMOKE DAMPERS, ETC. 2. ELECTRICAL SERVICE A. NEW 240/120 VOLT, 1 PHASE, 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 LIMITED TO: CONDUIT, WIRE, CONNECTION CABINETS, PULLING OF WIRE AND HOUSE KEEPING PADS. E.C. TO PROVIDE SERVICE CO-ORDINATION AND APPLICATION. 3. DEMOLITION AND CONTINUITY OF SERVICE A. ALL UNUSED ELECTRICAL RACEWAYS, DEVICES, DEVICE APPLICATIONS, WIRE AND CABLE LOCATED IN THE AREA TO 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 ELECTRICAL TERMINATIONS BE PRESENT THIS CONTRACTOR SHALL SUBMIT THE NOTED DISCREPANCIES TO THE ARCHITECT 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. RACEWAYS AND FITTINGS: 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 CONDUITS 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 SHALL BE #12 AWG. ALL BUILDING WIRING SHALL BE THHN/THWN. 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. 10AWG MINIMUM. D. PROVIDE METALLIC OUTLET, PULL AND JUNCTION BOXES AS REQUIRED. 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 OUTLETS AND 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 ARE 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%). I. PROVIDE ARC FLASH HAZARD 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 CEILING PLANS AND/OR ELEVATIONS AND DETAILS. F. PROVIDE FOR EACH FIXTURE A LAMP OR LAMPS OF SUITABLE TYPE, SIZE, COLOR, WATTAGE, AND VOLTAGE. G. INSTALL ACCESSORIES AND MODIFY FIXTURES AS REQUIRED FOR COMPLIANCE WITH REQUIREMENTS OF LOCAL DEPARTMENT OF HEALTH. OBTAIN ARCHITECTURAL APPROVAL FOR ANY SUBSTITUTION OR MODIFICATION TO FIXTURES GIVEN. H. PROVIDE TENTING OR OTHER SUITABLE MEANS TO KEEP NOWIC RATED FIXTURES A 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. TELEPHONE/DATA PROVISIONS A. INSTALL OUTLET BOX WITH CONDUIT TO ABOVE THE CEILING. INSTALL CABINET AND/OR 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 ROUGH -IN. 8. FIRE ALARM SYSTEM A. THESE DRAWINGS ARE NOT INTENDED TO SPECIFY FIRE ALARM SYSTEM REQUIREMENTS. FIRE ALARM SYSTEM REQUIREMENTS 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. -END- ABBREVIATIONS X, x" MOUNTING HEIGHT A/AMP AMPERE AC ABOVE COUNTER AFF ABOVE FINISHED FLOOR AG ABOVE COUNTER GFI DEVICE AHU AIR HANDLING UNIT AIC FAULT CURRENT CAPACITY AL ALUMINUM C CONDUIT CLG CEILING CU COPPER CKT CIRCUIT CT CURRENTTRANSFORMER DYR DRYER DW DISHWASHER (E) EXISTING E.C. ELECTRICAL CONTRACTOR EF EXHAUSTFAN EM EMERGENGY EWC WATER COOLER EXP EXPLOSION PROOF G GROUND GD GARBAGE DISPOSER GFI GROUND FAULT INTERRUPTER HD EXHAUST HOOD HP HORSEPOWER MW MICROWAVE MDP MAIN DISTRIBUTION PANELBOARD MH MANHOLE MTD MOUNTED MVOLT MULTI -VOLTAGE N NEUTRAL NL NITE LIGHTING PH PHASE REF REFRIGERATOR RNG RANGE (RL) RELOCATE(D) RTU ROOF TOP UNIT TS THERMAL SWITCH TTB TELEPHONE TERMINAL BOARD UG UNDERGROUND V VOLT VA VOLT-AMPERE VFD VARIABLE FREQUENCY DRIVE W WALL WG WEATHERPROOF GFI WP WEATHERPROOF WRM WARMING DRAWER WSH WASHER SIMPLEX RECEPTACLE DUPLEX RECEPTACLE (WALL MTD) ® DUPLEX RECEPTACLE (FLOOR MTD) ® DUPLEX RECEPTACLE MAIN OCPD (CEILING MTD) Q DUPLEX (SWITCHED) GFP 4-PLEX RECEPTACLE 2p (WALL MTD) ® 4-PLEX RECEPTACLE FO (FLOOR MTD) ® 4-PLEX RECEPTACLE (CEILING MTD) SPECIAL PURPOSE RECEPTACLE ® SPECIAL PURPOSE RECEPTACLE (FLOOR MTD) 4 JUNCTION BOX C-/ (WALL MTD) JUNCTION BOX (FLOOR MTD) J O JUNCTION BOX (CEILING MTD) V DATA OUTLET ® DATA OUTLET (FLOOR MTD) TELEPHONE OUTLET - (WALL MTD) 10 TELEPHONE OUTLET (FLOOR MTD) V TELEPHONE/DATA OUTLET am TELEPHONE/DUPLEX OUTLET (FLOOR MTD) TELEPHONE/DATA/DUPLEX OUTLET (FLOOR MTD) SWITCH 3 3 -WAY SWITCH 4 4 -WAY SWITCH D DIMMER SWITCH T THERMAL OVERLOAD SWITCH ,a CONTROLLING OUTLET OR FIXTURE ON SWITCH LEG'a' K KEYED SWITCH OV $ MANUAL OVERRIDE SWITCH FP_C_j PHOTOCELL S1 OCCUPANCY SENSOR (WALL MTD) WITH (1) INTEGERAL SWITCH ®S OCCUPANCY SENSOR (WALL MTD) WITH (2) INTEGERAL SWITCHES C1 OCCUPANCY SENSOR (CEILING MTD) © OCCUPANCY SENSOR (CEILING MTD) WITH CORRIDOR SENSING PATTERN DIGITAL LIGHTING CONTROL SOFT SWITCH FS -37 'x' REFERS TO CONTROL SCHEDULE ID# ELECTRICAL SYMBOL LEGEND O DOWNLIGHT (CEILING MTD) 0 X X 4 O O D WALL WASHER (CEILING MTD) SCONCE (WALL MTD, LINEAR) SCONCE (WALL MTD, ROUND) SCONCE (WALL MTD, HALF ROUND) SURFACE GLOBE PENDANT (SMALL) PENDANT (LARGE) PENDANT (LINEAR) CEILING FIXTURE (RECESSED) CEILING FIXTURE (SURFACE/SUSPENDED) STRIP FIXTURE (WALL MOUNTED) TRACK MOUNTED FIXTURE POLE MOUNTED FIXTURE (SINGLE ARM) OPOLE MOUNTED FIXTURE (POST TOP) EMERGENCY EGRESS FIXTURE EXIT SIGN (SHADING INDICATES ® ILLUMINATED FACE(S)) CEILING FAN ❑o IN -GRADE UPLIGHT 0 BOLLARD �$ SPOT LIGHT STEP LIGHT A1E INDICATES FIXTURE TYPE h6Lr DIAGONAL HATCH & E' SUFFIX INDICATE H1 -12a FIXTURE PROVIDED W/ EMERGENCY BATTERY BACKUP INDICATES CIRCUIT NUMBER; LOWERCASE LETTER INDICATES SWITCH LEG DESIGNATION DISCONNECT SWITCH (NON-FUSED) DISCONNECT SWITCH DISCONNECT STARTER PAD MOUNTED UTILITY TRANSFORMER ###/###V, #PH, #W ### kVA C) THERMOSTAT de -N STANDBY/EMERGENCY C' PANEL ('C' INDICATES PANEL NAME) G 125/3 GENERATOR ###/###V, #PH, #W ### kW, ### kVA © TELEVISION OUTLET EQ ELECTRIC VEHICLE CHARGING STATION — TC TIME CLOCK WITH BATTERY Q AUTOMATIC TRANSFER / SWITCH OFACIP1 FIRE ALARM CONTROL PANEL o o ###A#P FAA FIRE ALARM ANNUNCIATOR (REMOTE) LFI4 FIRE ALARM HORN DRY -TYPE FIRE ALARM STROBE TRANSFORMER OM FIRE ALARM STROBE/HORN ❑F FIRE ALARM PULL STATION UTILITY METER FS FIRE/SMOKE DAMPER n n DH MAGNETIC DOOR HOLDER M UTILITY METER & CT's ® SMOKE DETECTOR 0 COMBINATIONUTILITY METER SMOKE/CO DETECTOR co M (INTEGRAL) DQ SECURITY CAMERA M UTILITY METER & CT's SINGLE PUSH BUTTON (INTEGRAL) 3 PUSH BUTTON CIRCUITING/CONDUIT LINETYPES Al -1 HOMERUN CIRCUIT, PANEL AND CIRCUIT NUMBER INIDCATED CONCEALED CONDUIT — — — — UNDERGROUND/UNDERSLAB CONDUIT — - — - — - — EXPOSED CONDUIT CONDUIT RUN TURNED DOWN CONDUIT RUN TURNED UP CONDUIT CONTINUATION MARK CONDUIT STUB -OUT NEW/EXISTING/DEMOLITION/FUTURE LINETYPES NEW WORK EXISTING WORK --------- DEMOLITION WORK -------- FUTURE WORK 125/2 M HOUSE CLASS T ###/3 PANEL 'A' METER STACK FUSED SWITCH (DIAGRAMMATIC) CIRCUIT BREAKER (DIAGRAMMATIC) PULL OUT FUSED SWITCH (DIAGRAMMATIC) PANELBOARD (DIAGRAMMATIC) CODES AND DESIGN CRITERIA JURISDICTION MAIN OCPD ELECTRICAL CODE 2020 NEC GROUND FAULT GFP PROTECTION 2p FEEDER TAG X FAULT CALCULATION FO NODE CODES AND DESIGN CRITERIA JURISDICTION DENVER, CO ELECTRICAL CODE 2020 NEC ENERGY CODE 2018 IECC F00 & ASSOCIATES INC MECHANICAL & ELECTRICAL ENGINEERS 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com X Uj 0 � U W W > Z W LO N C-/ o� \N heclt x' 01 V � ��� J c4G��dng c 0 # DESCRIPTION DATE Project Number 21118 Date 09/29/2021 A/E STAMP - p,D L / OAFS / ONA� 9/29/21 Digitally signed by Jeff A. Given DN: C=U$ E=JeffG@givenandassociates.com, Jeff A. Given O=Given &Associates, CN=Jeff A. Given Reason: attest to the accuracy and in of this document Date: 2021 09.29 10:51:55-06'00' SHEET TITLE ELECTRICAL COVER SHEET SHEET NUMBER 3275 AMES TRIPLEX UNIT C TYP. LOAD CENTER SCHEDULE LOAD CENTER LC TYPE: NEMA 1 SOURCE lac VOLTAGE 240/120 MTG: RECESSED PHASE 1 AIC: REFER TO ONE -LINE WIRES 3 RESIDENTIAL UNITS- RATING 150 A RESIDENTIAL: MAIN BREAKER MLO 240 V CKT DESCRIPTION BKR 1 C0 1 PH CK BKR 1 CKT DESCRIPTION KIT APPLIANCE CIRCUIT 20A1 P -A 1 A 2 20A1 P BATHROOM 1 CIRCUIT KIT APPLIANCE CIRCUIT 20A1 P -A 3 6 4 20A1 P BATHROOM 2 CIRCUIT MICROWAVE 20A1 P -AG 5 JAI 6 15A1 P -A I GEN LTS & RECEIPTS - LVL 1 & 2 REFRIGERATOR 20A1 P -AG 7 B 8 15A1 P -A GEN LTS & RECEIPTS - LVL 3 DISHWASHER 20A1 P -AG 9 A 10 15A1 P -A GEN LTS & RECEIPTS - LVL 4 DISPOSAL 20A1 P -AG 11 B112 15,000 VA 15A1 P -A I SMOKE/CO DETECTORS RANGE 50A2P 13 A 14 20A1 P FURNACE 2 15 B 16 30A2P CONDENSING UNIT (2) DRYER 30A2P 17 A.18 GAS WATER HEATER 19 B 20 20A1 P GARAGE CIRCUIT WASHER 20A1 P -AG 21 A 22 3 FUTURE EV CHARGER SPACE 220.84(C)(5) 23 B 24 SPACE 3 25 A 26 3 SPACE SPACE 1�~ 127 B 28 APPLICATION SPACE SPACE FOR 129 1 A 1 301 F2, F3, F4 SPACE TOTAL TOTAL NEC CALCULATED LOA F2, F3, F4 CALCULATED LOAD TOTAL (VA)- 54,903 VA NEC 220.82 UNIT LOAD CALCULATION REFER TO NEC ART. UNIT SIZE: 1,234 SF 220.82(6)(1) GENERAL LIGHTING AND RECEPTACLES 1234 x 3 VA/SF 3,702 VA 220.82(6)(2) SMALL APPLIANCE & LAUNDRY BRANCH CIRCUITS SMALL APPLIANCE 2 @ 1,500 VA LAUNDRY 1 @ 1,500 VA 3,000 VA 1,500 VA 220.82(6)(3) FIXED APPLIANCES, COOKING, DRYERS, WATER HEATERS ELECTRIC RANGE 1 @ 8,000 VA MICROWAVE 1 @ 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 @ 7,680 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(6)(4) OTHER PERMANENTLY CONNECTED MOTORS BATHROOM EXHAUST FAN(S) 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 9,846 VA NEC 220.82(B) TOTAL: 19,846 VA 220.82(C) 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- GFCI; AG- DUAL FUNCTION AFCI/GFCI. (2) VERIFY BREAKER SIZE WITH MECHANICAL CONTRACTOR PRIOR TO RELEASING EQUIPMENT ORDER. 3275 AMES TRIPLEX WHOLE BLDG FAULT SOURCE POINT SOURCE lac TOTAL NEC CALCULATED LOAD FEEDER PROPERTIES f RESIDENTIAL UNITS- 3 RESIDENTIAL: 3,357 SF VOLTAGE: 240 V MATERIAL C VALUE PHASE: 1 PH TRANSFORMER UTILITY PANEL CAPACITY- 400 A - NEC 220.84 MULTIFAMILY LOADS (OPTIONAL CALCULATION) 220.84(C)(1) - GENERAL LIGHTING AND RECEPTACLES (3VA/SF) 0.510 29,600 FO 3,357 x 3VA/SF = 10,071 VA 220.84(C)(2) 29,600 15,111 LAUNDRY AND APPLIANCE CIRCUITS 1 2 #250 #250 3 LAUNDRY CIRCUIT (1500VA) 4,500 VA 0.959 0.078 6 APPLIANCE CIRCUITS (1500VA/CIRCUIT) 9,000 VA 220.84(C)(3) LOAD CENTER 10K APPLIANCE LOAD - DWELLING UNIT - 14,018 240 3 ELECTRIC RANGE 24,000 VA 7301 3 MICROWAVE 4,500 VA 9,900 3 ELECTRIC DRYER 15,000 VA F1 F1 3 DISHWASHER 3,600 VA #2/0 #2/0 3 REFRIGERATOR 3,000 VA 0.400 0.240 3 DISPOSER 3,528 VA SECTION 2' 3 EV CHARGER 23,040 VA O 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 1�~ 3 CONDENSING UNIT 13,800 VA 1�~ FUSE @ CALCULATED UNIT LOAD TOTAL- 122,007 VA APPLICATION OF DEMAND LOAD FACTOR FOR 3 UNIT(S) TABLE 220.84 DEMAND FACTOR- 45% F2, F3, F4 TOTAL TOTAL NEC CALCULATED LOA F2, F3, F4 CALCULATED LOAD TOTAL (VA)- 54,903 VA 150R CALCULATED LOAD TOTAL (AMPS)- 229 A GENERAL NOTES: 1. THE 240V AVAILABLE SHORT CIRCUIT CURRENT AT THE SOURCE TRANSFORMER IS ASSUMED TO BE 29,600A @ NODE F0. THE 120V AVAILABLE SHORT CIRCUIT CURRENT AT THE SOURCE TRANSFORMER IS ASSUMED TO BE 43,400A @ NODE F0. 2. METERSTACK IS NO CLOSER THAN 30'-0" TO A UTILITY TRANSFORMER. 3. NO UNIT LOAD CENTER IS CLOSER THAN 15'-0" TO A METERSTACK. 4. NOTIFY ELECTRICAL ENGINEER IF ACTUAL LENGTHS ARE LESS THAN INDICATED. DRAWING NOTES: OPROVIDE GROUNDING ELECTRODE SYSTEM PER NEC 250: 1. CONCRETE ENCASED ELECTRODE • REBAR NO LESS THAN 1/2" 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 1/2" DIAMETER AND 20 FT IN LENGTH OR • #4 CU NO LESS THAN 20 FT IN LENGTH 2. COLD WATER PIPE • #6 CU O3 PROVIDE 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 OF FEED THROUGH LOAD CENTER TO BE LOCATED ON THE FIRST FLOOR OF EACH UNIT. FINAL LOCATION OF LOAD CENTER SHALL BE COORDINATED WITH OWNER /ARCHITECT. O5 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 F3). NO LOAD CENTER SHALL BE REQUIRED TO BE RATED GREATER THAN 22,000 AIC (PER FAULT NODE F4). O6 FINAL SIZE AND LOCATION OF UTILITY TRANSFORMER TO BE DETERMINED BY AND COORDINATED WITH UTILITY COMPANY. FAULT POINT FAULT LOCATION FAULT SOURCE POINT SOURCE lac E (VOLTS) FEEDER PROPERTIES f M CALCULATED" Isc FAULT POINT NO. SETS WIRE SIZE MATERIAL C VALUE LENGTH FO TRANSFORMER UTILITY INF - - - - - 0.959 0.510 29,600 FO FO.1 F1 WEATHERHEAD METERSTACK FO FO.1 29,600 15,111 240 240 1 2 #250 #250 ALUMINUM ALUMINUM 12862 12122 50 15 0.959 0.078 0.510 0.928 15,111 14,018 FO.1 F1 F2 LOAD CENTER 10K F1 14,018 240 1 #2/0 ALUMINUM 7301 26 0.416 0.706 9,900 F2 F3 F4 LOAD CENTER 22K LOAD CENTER CLOSEST F1 F1 14,018 14,018 240 240 1 1 #2/0 #2/0 ALUMINUM ALUMINUM 7301 7301 25 15 0.400 0.240 0.714 0.806 10,013 11,305 F3 F4 C = CABLE CONDUCTANCE FACTOR E = LINE TO LINE VOLTAGE Vp = TRANSFORMER PRIMARY LINE TO LINE VOLTAGE M = 1/(1+f) f=1.732xLxIsc /(CxnxE) -(E) POLE MOUNTED UTILITY TRANSFORMER 120/240V 1 PH, 3W 100KVA ASSUMED FO O Vs = TRANSFORMER SECONDARY LINE TO LINE VOLTAGE Z = TRANSFORMER IMPEDANCE lac = AVAILABLE FAULT CURRENT (FROM SOURCE) Isc = SHORT CIRCUIT CURRENT Isc = Vp x M x Isc/Vs SERVICE TRANSFORMER Isc (AVAILABLE FAULT CURRENT) AS PUBLISHED BY UTILITY COMPANY FEEDER SCHEDULE 4000 2 [(4 250 KCMIL AL) 2-1/2"PVC.] 150R (3 #2/0 AWG AL, #4 AWG AL GND) 2"C. ELECTRICAL ONE -LINE DIAGRAM NO SCALE F& ASSOCIATGIVE ES INC MECHANICAL & ELECTRICAL ENGINEERS 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com X 0 ui FO.1 MULTI -METER DISTRIBUTION � U W W > EQUIPMENT LO N 400A, 240/12OV, 1 -PHASE, 3 -WIRE W heat o .Q,. =� y i► 1 , V 22kAIC, NEMA 3R 4000 M PANEL PANEL PANEL PANEL PANEL PANEL TYPE 1 OR TYPE 2 SURGE 'SPD' 150/2 '3283 '3283 '3279 '3279 '3275 '3275 PROTECTION DEVICE INTEGRAL TO SECTION 1' SECTION 2' SECTION 1' SECTION 2' SECTION 1' SECTION 2' SERVICE EQUIPMENTO F1 M O O O O O 150/2 400A 2P SWITCH M 5 O 1�~ 5 O 1�~ 5 O 1�~ FUSE @ 150/2 400A JJN F2, F3, F4 F2, F3, F4 F2, F3, F4 NEMA 3R 150R 150R 150R �G 15OR 15OR 150R ELECTRICAL ONE -LINE DIAGRAM NO SCALE F& ASSOCIATGIVE ES INC MECHANICAL & ELECTRICAL ENGINEERS 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com X ui 0 � U W W > z W LO N W heat o .Q,. =� y i► 1 , V 0 c4G��dng # DESCRIPTION DATE Project Number 21118 Date 09/29/2021 A/E STAMP - p,D L / o��s NAL E�G� 9/29/21 SHEET TITLE ONE -LINE DIAGRAM SHEET NUMBER RSQUIRED SETBACK � 1 / I I I / r ELECTRICAL SITE PLAN 1/811 /8" = 1'-0" PROPERTY LINE REQUIRED SETBACK PROPERTY LINE U Q CID H - Lu 0 Lu c� Lu Of Lu z J H Lu a_ O o_ 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 FEEDER SIZES AND SERVICE ENTRACE EQUIPMENT SIZES AND CONFIGURATIONS. 3. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE UL LISTED FOR WET LOCATIONS OR ENCLOSED IN A NEMA 3R ENCLOSURE. DRAWING NOTES: OBUILDING MOUNTED SERVICE UTILITY METERS PER ONE -LINE DIAGRAMS. O2 EXISTING OVERHEAD UTILITY PRIMARY IN ALLEY. O3 NEW OVERHEAD UTILITY SERVICE DROP TO NEW CUSTOMER WEATHERHEAD. O4 UNDERGROUND SECONDARY FEEDER FROM METERSTACK TO LOAD CENTER IN GARAGE. FINAL LOCATION OF PANEL TO BE COORDINATED IN THE FIELD. O5 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. O6 PROVIDE JUNCTION BOXAND 1" CONDUIT FOR FUTURE EVSE STATION CONNECTED TO 40A2P SPACE PROVISION LABELED AS "EV READY" IN PANEL SECTION 1 IN GARAGE. COORDINATE FINAL LOCATION OF EVSE CONNECTIONS IN FIELD. FIGIVEN %as & ASSOCIATES INC MECHANICAL & ELECTRICAL ENGINEERS 735 S. Xenon Ct. #201 Lakewood, Colorado 80228 Ph: 303.716.1270 Fax: 303.716.1272 www.givenandassociates.com X ui ry 0 � U Cn ry w W > z W L0 N c-/ ok \,N heal 1� V`i► 1 0 # DESCRIPTION DATE Project Number 21118 Date 09/29/2021 A/E STAMP ONA� 9/29/21 SHEET TITLE SITE ELECTRICAL PLAN SHEET NUMBER 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 mDNOc: wheatndae co us To: rMmn P mlts soutee: amine w" ma Iul r R dal m:m W acre: WolnW", F Ww 29, 2n211:23:22 PM New Residential Construction THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN WORK UNTIL PERMIT HAS BEEN ISSUED. PROPERTY INFORMATION Property Address 3279 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 sdo 1omdo®gmail.mm Address DESCRIPTION OF WORK Detailed Scope of New single family townhome with 2 car games Work - Example: New single family home with 2 car attached garage Square Footage of 2158 New Construction Upload Proof of water pram m submiss onndr Submission to Water Department Upload Proof of water and sanitation submiss on form Sianen odf Submission to Sanitation Department Upload Soils Report Soils letter odr Engineering Letters Field rxx completed.. and Other Letter Size Attachments Energy Calfs Field rect completed. Construction Plans Fie sat Mf scanned on 11"x17" or larger Project Value (contract Ssao,000 Valuation OK value or cost of ALL 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 INFORMATION WHEAT RIDGE ZONING; R-3 OCCUPANCY CLASSIFICATION; R3 PROJECT DIRECTORY OWNERS; Dan Jimenez 3275 Ames St. LLC (303) 668-3443 DESIGNER/STRUCTURAL Jeffrey C. Chacon, P,E, ENGINEER; Structural Design Collaborative, LLC (303) 520-6878 sdccolorado@gmail.com BUILDING CODES 2018 ICC CODES 2020 NEC LEGAL DESCRIPTION SUB; 669900 SHARMANS PLACE LOT 0001 SECTION 25 TOWNSHIP 03 RANGE 69 SHEET INDEX SP1 TITLE SHEET/SITE PLAN Al FIRST FLOOR PLAN A2 SECOND FLOOR PLAN A3 ROOF PLAN A4 ELEVATIONS A5 ELEVATIONS A6 SECTIONS A7 GARAGE PLANS A8 GARAGE ELEVATIONS S1 GENERAL NOTES AND STRUCTURAL DETAILS S2 FOUNDATION AND FIRST FLOOR FRAMING PLAN S3 SECOND FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN S5 GARAGE STRUCTURALS S6 STRUCTURAL DETAILS AREA CALCS; LOT AREA = 121500 sf BUILDING COVERAGE = 3500 sf GARAGE COVERAGE =1450 sf TOTAL COVERAGE = 5230 sf ALLOWABLE COVERAGE = 5000 sf AREAS LIVING AREAS; 3275; 2251,2 sf 3279; 2064,6 sf 3283; 2251.2 sf PATIO AREAS; 3279; 351,3 of GARAGES; 3275; 451,5 sf 3279; 407.3 sf 3283; 492.3 sf Ery of W heat i- ge COMMUNITY DEVELOPMENT "REVIEWED FOR CODE COMPLIANCE" These drawings were reviewed under the applicable laws in effect at the time of submittal. Reasonable effort was exercised in checking for code compliance. The stamping of these documents shall not be construed to be a permit for, or an approval of any violation of state and/or local codes, ordinances or amendments thereto. Plan Reviewer MTheisen Date 11/30/2021 ier/contractor Is responslole Tor locating property lines ana structing improvements according to the approved plan and required elopment standards. The City is not responsible for inaccurate rmation submitted within the plan set and any construction errors iltina from inaccurate information. s part of the foundation inspections and PRIOR TO proceeding with ny further construction/inspections, a completed, signed and sealed, oundation Setback and Elevation Certification shall be submitted to the ity for review. The certification form shall be fully completed by a rofessional Land Surveyor licensed in the state of Colorado, stating lat the foundation was constructed in compliance with all applicable unimum setback and elevation requirements of the City. LII landscaping shall be in conformance with Section 26-502 of the zoning and Development Code. All landscaping shall be installed in ccordance with the approved landscape plan (from Case No. VSP-16-02) prior to C.O. If landscaping cannot be installed prior to CO, landscape escrow agreement with financial guarantee in the amount c 25% of the cost of the installation shall be required. 'Approved indscape plan was sent to applicant as part of permit review omments' MIM11.T3r=6 M S[i'.7 Pi a -T 1--O-I/— PLAN 811 c 11-011 Permit may be ISSUED with the following conditions: Reviewed for zoning Compliance by the Engineering has reviewed and finds the Permit may be issued upon receipt of the fees in City of Wheat Ridge Planning Division :� the amount of $2,900 per the approval letter for Sharman's Subdivision dated August 24, APPROVED 2016. The fees are in lieu of construction for the required public improvements. Gam/ BY: Refer to additional redlined comments found on this sheet. G� DATE: 12/1/2021 The contractor shall obtain the proper ROW Construction Permits from the City of Wheat Ridge Approved with Department of Public Works prior to the commencement of any construction activities within the COMMENTS: conditions public ROW. Ir to issuance of the C.O., a Grading Certification Letter shall be required from the ineer of Record accompanied by an As Built Survey certifying that the final grading been completed, the grading is in conformance with historical patterns, drainage, and ines on this permit, and that the added impervious surface is in general conformance i the coverage analysis submitted with site plan application (Case NO. WSP-16-02). ky Macsalka, Development Review Engineer, 12/02/2021 directed in such a manner so as to not negatively Reviewed by the City of Wheat Ridge Engineering Division =!�/ APPROVED J urade m a s wide swaie per deTau attect adjacent properties. If necessary roof drains must REM, Development Review Engineer Existing A -A to direct roof runoff away from be connected to a pipe and drained towards the public BY: _---___ - /Gm.nd adjacent property. roadway to avoid discharging flow onto neighboring 12/09/2021 -'-- B„ a DATE: -------- REM, 12/02/2021 Proposed property. REM, 12/02/2021 Grads Approved with conditions. COMMENTS: Long. slope shall bed min 1% SWALE DETAIL A -A creaing cercgcagon E4[x wins built plans required pnor[o issuance o[c.o. Nos�aIe PROPERTY LINE -- — - — - — - — - - — - — - — - — - — - — - — - — - — - — - - — - — - — - — - — - — — - — - - — - — - — - — - — - — -� Q m W Existing curb, gutter, and sidewalk is ml � substandard but will not be W reconstructed as part of this project a unless damaged during construction. Fees in the amount of $2,900 shall be C1 REQUIRED SETBACK paid in lieu of construction for the W _ 2 — required public improvements. REM 12/02/2021 U a GARAGE W N O 3283 p W N W a Z W J I� W Wa - I LU GARAGE o 231-011 3279 N N I I 3275 GARAGE N I I REQUIRED SETBACK Grade in a Y wide swale per detail A -A to direct roof runoff away from adjacent property. REM, 12/02/2021 -------------------------------------------------------- PROPERTY LINE 3275 Ames Triplex C3 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 �j J g o m L� N 0 X o N 0 Q U L M W� m N .� Cn N t Q M m N M JOB: #18-021 DRAWN BY. JCC CHECKED BY. JCC ALL DRAWN AND WRITTEN INFORMATON APPEARING HEREIN SHALL NOT BE DUPLICATED. DISCLOSED. OR OTHERWISE USED WITHOUT THE WRITTN CONSENT OF THE ELEVATCN GROUP. LLC. 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