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Home My WebLink AboutFile Documents.124 W Hallam St.0025.2017 (94).ARBKCity of Aspen Received 06/23/17 Building Department Asbestos abatement clearance letter will be required prior to sign off. Revise gross floor area plans on Z-106 to measure areas to the INSIDE of exterior walls but still include the exterior usuable covered areas. Also, get it out of the Z sheets and put it on an A sheet. External Energy Use Approved RREMP CREMP PERMIT #DATE SNOWMELT _____________________________ POOL _____________________________ SPA _____________________________ OFFSET:________________________________ REMP SHEET: ___________________________ REVIEWED BY: _________________________ 4 nickt 8/5/20170025.2017.ARBK 1760 sqft 0 sqft 0 sqft M sheets SNOWMELT SYSTEM AND EQUIPMENT MANDATORY REQ’S. All snowmelt systems shall meet the following: -Any portions in the Right of Way must be on a separate zone. A ROW permit and Permanent Encroachment License are required. -R10 insulation shall be installed under the area to be snow melted or R5 insulation shall be installed under and at the slab edges. (Ordinance 11 Series 2011) -Automatic controls installed for system shut off when pavement temperature is above 50°F and no precipitation is falling. (2009 IECC Sec. 403.8 & 503.2.4.5) -Automatic or manual controls installed for system shut off when outdoor temperature is above 40°F. (2009 IECC Sec. 403.8 & 503.2.4.5) -Inspection by testing hydrostatically at 1½ times max system design pressure, but not less than 100psi, for 15minutes. (2009 IMC Sec. 1208.1) 3.3 kW PV City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department After inspection of historic framing, there is no door at 102. Please delete from design. Examine historic framing at 101 and determine if both a code compliant entry door and transom will fit in the rough opening. Revise design for review and approval by HPC staff. City of Aspen Received 06/23/17 Building Department Window 1: Exposed framing has revealed the historic rough opening. Please adjust design. Window 2: Please review exposed framing and adjust design if appropriate. This is labeled as an existing window in schedule, but it is new. Window 3: Match historic window 6 Window 7: Please review exposed framing and adjust design if appropriate. Window 8: Please review exposed framing and adjust design if appropriate. Window 11: Match historic window 9 Window 12: Confirm historic rough opening in field and adjust design Window 18: Exposed framing shows there was no window in this location. Please delete. Window 19/20: Please review exposed framing and adjust design if appropriate. Window 21/22: This is labeled as an existing window in schedule, but it is new. Window 27/28: Exposed framing reveals one double hung centered in the gable end. Historic sill (and maybe header) are in place. Confirm historic rough opening in field and adjust design. Window 29: Please review exposed framing and adjust design if appropriate. Window 30: Review condition in field. Exposed framing reveals this was a pair of double hung windows. The historic jamb was sliced in half horizontally to reduce the glazing. Please confirm historic rough opening and restore to original design. Note which specific windows need window fall protection and provide a spec on a product complying with ASTM F2090. City of Aspen Received 06/23/17 Building Department UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT UT G G G G G G clump clump U T U T U T U T ||| | | || | | | | | | | | | | | | | | | | | | | | | | | | | | | | |||||||||||||||| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | |||||||||||||||| > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > W W W W WS WS WS WS WS WS WS West H a l l a m S t r e e t | | | | | | | | | | | >>> UE UE UE UE |||||||||||||||||||||||| | | | | | ||||| | ||||||| | | ||||||||||||||||||||||| | | | | | | | | | | | | | | | | | | | | | ||||||||||||||| | | | | | | | ||| | | | | | | | | | | | | | | | |||||||| | | | | | | | ||||| | | | | || | | | | | | | | |||||||| | | | | | | | | | | | | | | |||||||||||||||||||| | | | | | | | | | | | | | | || | | | | | | | || |||| ||| || |||| | | | | | | | | | |||||| | | | | | | | | | | | | | | | |||||| | | | | | | | | | | | | | ||| | | | | | | | | | | | | | | | | | | | | | | | | | | | UE UE U E U E U E U E UE UE UE UE UE UE UE UE UE UE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS Alley B l o c k 5 6 | ||| ||||||||||| > > ||||||||| |||||||||||||||||||||||| || ||| ||| ||| ||| ||| ||| |||| |||||||||| |||||||||| ||| | | | | | | | | | | | | | | ||||||||||||||||||||||||||| | | | | | | | | | | | | | | | SS SS | | | | | | | | | > > > > | | | | | | | | | | | | | | | | | | U E U E U E U E 28 . 2 9 ' | | | | | | | | | | 49.2' FLAGSTONE PATIO RECOVERED AND ACCEPTED 2' WITNESS CORNER ALUM. DISK STAMPED "16129" SITE BENCHMARK: ELEV. = 7889.69' RECOVERED AND ACCEPTED 2' WITNESS CORNER NO. 4 REBAR W/ YELLOW PLASTIC CAP STAMPED "16129 WC" RECOVERED AND ACCEPTED 2' WITNESS CORNER NO. 4 REBAR W/ YELLOW PLASTIC CAP STAMPED "16129 WC" RECOVERED AND ACCEPTED 2' WITNESS CORNER NO. 4 REBAR W/ YELLOW PLASTIC CAP STAMPED "16129 WC" RECOVERED NO. 4 REBAR W/ RED PLASTIC CAP STAMPED 1 : 2) PROPERTY CORNER RECOVERED NO. 4 REBAR W/ RED PLASTIC CAP STAMPED 6 ( 2) PROPERTY CORNER 1 : 1 ( 6 ( 6 : 1 : 1 ( 6 ( LOT 2 6,002 SQ. FT. (Legal Description) 0.138 AC. LOT 1 6,002 SQ. FT. (Legal Description) 0.138 AC. COVERED PORCH W/ DECK ABOVE OPEN D E C K A B O V E CONCRETE DRIVE CONCRETE DRIVE 1 ( 3 6 : 3 6 ( 3 6 ( CONC @ DOOR EL. 88.65 PARCEL # 273512421001 ADDRESS: 135 W FRANCIS DR. LEGAL: LOT A & W 12 LOT B, BLOCK 56, ASPEN TOWNSITE OWNER: FABRY FAMILY TRUST 1127 BOURBON ST. NEW ORLEANS, LA 70116 PARCEL # 273512479002 ADDRESS: 129 W FRANCIS DR. LEGAL: LOT B, VICKERY HISTORIC LOT SPLIT OWNER: FAMILLIE ALPENHAUS LLC 1509 N PROSPECT AVE. MILWAUKEE, WI 53202 PARCEL # 273512479001 ADDRESS: 123 W FRANCIS DR. LEGAL: LOT A, VICKERY HISTORIC LOT SPLIT OWNER: BRADY WILLIAM JB III 14671 FIELDSTONE DR. SARATOGA, CA 95070 PARCEL # 273512421007 ADDRESS: 101 W. HALLAM ST. LEGAL: LOTS O THROUGH S, BLOCK 56, ASPEN TOWNSITE OWNER: HENRY FREDERICK B TRUST 101 W HALLAM ST. ASPEN, CO 81611 74.58' P U B L I C R . O . W . (ASPHA L T S U R F A C E ) 74 . 4 5 ' P U B L I C R . O . W . (A S P H A L T S U R F A C E ) 21.07' P U B L I C R . O . W . (GRAVE L S U R F A C E ) CONCRETE DRIVE 6" COA W A T E R M A I N 12 " A S P E N C O N S O L I D A T E D S A N . D I S T . S E W E R M A I N 6" ACS D S E W E R M A I N CONC @ DOOR EL. 88.83 "H.A.B. MONUMENT 1 1 2 3 2 MAILBOX 1 "NO PARKING IN DRIVEWAY" SIGN LEGEND 2 3 COA - "2 HOUR FREE ........... AND "PARK BY PHONE" AND " NO PARKING ANYTIME" (TO CORNER) 3 "STOP" DOOR JAMB EL. 88.92 DOOR JAMB EL. 91.38 DOOR JAMB EL. 91.14 DOOR JAMB EL. 91.39 DOOR JAMB EL. 91.38 DOOR JAMB EL. 91.37 WOOD FENCE IS IN POOR CONDITION AND IN MANY CASES LEANING (UP TO 1' OUT OF PLUMB). FENCE ENCROACHES ONTO RIGHT-OF-WAY UP TO 0.4'. COLUMNS ENCROACH ONTO RIGHT-OF-WAY 0.5' TO 1.0'. WOOD FENCE IS ENTIRELY WITHIN PROPERTY ALONG NORTH FIRST. FENCE IN POOR CONDITION. COLUMNS ENCROACH ONTO RIGHT-OF-WAY 1.0' TO 2.0'. 2.0' FENCE ENCROACHES ONTO ADJACENT PROPERTY UP TO 0.6'. COLUMNS ENCROACH ONTO ADJACENT PROPERTY 0.7 TO 1.2'. SEWER MANHOLE ACSD #A-8 RIM:7887.75 INV. IN (S 12"): 7877.16 INV. OUT(N 12"): 7877.16 INV. IN (W 6"):7878.26 INV. IN (E 6"): 7877.58 ELEC. PANEL & METER TELE. BOX DRYWELL INLET RIM = 7888.72 CONC. LANDSCAPE CURB (TYP.) CONC. STEPPING STONES (TYP.) SPIRAL STAIRCASE TO DECK ABOVE DECORATIVE LIGHT FIXTURE ATOP 2' HIGH ROCK COLUMN (TYP.) 8' HIGH ROCK COLUMN (TYP.) 8' HIGH ROCK COLUMN (TYP.) ROOF OVERHANG ROOF OVERHANG (TYP.)ELEC. METER ROOF OVERHANG (TYP.) ROOF OVERHANG DRAIN INLET RIM = 7889.20 DECORATIVE LIGHT FIXTURE ATOP 2' HIGH ROCK COLUMN (TYP.) 1" OR 1 1/2" WATER TAP W/ 1" WATER METER STEEL PLATE OVER CONDUIT GAS METER 8" X 8" TIMBER YARD LIGHT WROUGHT IRON FENCE ELECTRONIC GATE (WROUGHT IRON) ELECTRONIC GATE (WROUGHT IRON) ROCK WALL AS BASE OF FENCE HT. AND WIDTH VARY ROCK WALL AS BASE OF FENCE, HT. AND WIDTH VARY WOOD FENCE IN POOR CONDITION AND IN MANY CASES LEANING UP TO 0.7' OUT OF PLUMB. FENCE ENCROACHES ONTO ALLEY FROM 0.3' TO 1.0' COR. ENCROACHES 1.1' INTO ALLEY COR. ENCROACHES 1.1' INTO R.O.W. COR. ENCROACHES 0.9' INTO ALLEY ELEC PANEL BOX WALL MOUNTED 1 : 1 : 3 DOOR JAMB EL. 88.70 11 . 9 ' 15.5' PAVERS CONCRETE WALK CONCRETE PAD 4.1 ' 2' SITE NORTH By Re v i s i o n No . Da t e 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 Engineer or Surveyor Seal Sheet Client Information: PROJECT NO. FILE NAME: Designer: Drafter: Date: 98765432 6 / 1 1 1 1 7 U p d a t e s u r v e y , r e v i s e O w n e r s h i p & r e c e r t i f y s l s 6/9/15 DJW 14004 updated isp.dwg 14004 1. 8 / 1 0 / 1 5 R e v i s e d c e r t i f i c a t e n a m e s & a d d e d l e g a l d e s c r i p t i o n S F . B U I 00 10'20' Scale: 1" = 10' Improvement Survey Plat Lots 1 and 2, Nolan Lot Split Subdivision Exemption, City and Townsite of Aspen, County of Pitkin, State of Colorado S W E N EXISTING WALK/STREET LIGHT G G EXISTING GAS SS SS EXISTING SEWER MAIN/MANHOLE EXISTING FENCE 4" WIDE 6' HT. WOOD FENCE PROPERTY/RIGHT-OF-WAY LINE |||||||||||||||EXISTING BUILDING LINE LEGEND 7890 EXISTING 1' CONTOUR EXISTING 5' CONTOUR S EXISTING TELEPHONEUTUT EXISTING WATER MAINWW EXISTING WATER SERVICE/SHUTOFFWSWSWSWSWS EXISTING SEWER SERVICE/CLEANOUTSLSLSLSLSL EXISTING SIGN UE UE EXISTING UNDERGROUND ELECTRIC EXISTING STREET LIGHT BOX FOUND #5 REBAR WITH ORANGE PLASTIC CAP FOUND SPIKE AND SHINER FOUND ALUMINUM CAP ON PIPE, NO MARKINGS FOUND CITY OF ASPEN, GPS CONTROL MONUMENT EXISTING CURB AND GUTTER SURVEY NOTES 1.THIS SURVEY WAS PREPARED WITH THE USE OF A CURRENT TITLE COMMITMENT PROVIDED BY STEWART TITLE GUARANTY COMPANY (FILE NO. 01330-58148- AMENDMENT NO. C2, DATED MARCH 20, 2015 ) AND DOES NOT CONSTITUTE A TITLE SEARCH BY BOUNDARIES UNLIMITED INC. TO DETERMINE TITLE OR EASEMENTS OF RECORD. 2.THIS SURVEY IS BASED ON THE NOLAN LOT SPLIT SUBDIVISION EXEMPTION , RECORDED IN PLAT BOOK 50 AT PAGE 42 UNDER RECEPTION NUMBER 433253, A MAP OF THE CITY AND TOWNSITE OF ASPEN IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND EXISTING PROPERTY CORNERS FOUND IN PLACE. 3.THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF 308 ASPEN HOLDING COMPANY, LLC AND 308 ASPEN, LLC, NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON. 4.THIS SURVEY IS VALID ONLY IF PRINT HAS THE SEAL AND ORIGINAL SIGNATURE OF SURVEYOR. 5.%$6,62)%($5,1*61 :%(7:((1$)281'&,7<2)$63(1%5$66&$3&21752/32,17*36$7&/2)6*$50,6&+67$1'(+23.,16$9( AND A FOUND CITY OF ASPEN BRASS CAP, CONTROL POINT GPS-3 AT C/L OF S. GARMISCH ST. AND E. HOPKINS AVE. (CITY OF ASPEN GPS CONTROL MONUMENTATION DATED DECEMBER 2, 2009). 6.DATE OF FIELDWORK: MARCH 21, 24-26 AND 31, 2014. THERE WAS SNOW ON THE GROUND AT TIME OF SURVEY. FIELD INSPECTION PERFORMED ON APRIL 8, 2015 AND MAY 25, 2017, SURVEY UPDATED ACCORDINGLY. UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S. SURVEY FEET. 7.PRIMARY BENCHMARK: TOP OF CITY OF ASPEN BRASS CAP, CONTROL POINT GPS-6, ELEVATION 7893.61 (NAVD 88 DATUM). SITE BENCHMARK: TOP OF PK NAIL WITH SHINER (2' WITNESS CORNER) AT SOUTHEAST PROPERTY CORNER, ELEVATION 7889.69 (NAVD 88 DATUM). CONTOUR INTERVAL = 1 FOOT. 8.SUBJECT PROPERTY IS ZONED MEDIUM-DENSITY RESIDENTIAL (R-6) WITH THE FOLLOWING SETBACKS: 8.1.FRONT YARD: PRINCIPAL BUILDINGS 10-FEET AND ACCESSORY BUILDINGS 15-FEET; 8.2.REAR YARD: PRINCIPAL BUILDINGS 10-FEET, FOR THE PORTION OF A PRINCIPAL USED SOLELY AS A GARAGE 5-FEET AND ACCESSORY BUILDINGS 5-FEET; 8.3.SIDE YARD: SEE 26.710.040 D. 4. FOR MINIMUM SIDE YARD REQUIREMENTS. 8.4.ALSO SEE NOTE 4 OF THE NOLAN LOT SPLIT EXEMPTION SURVEY PLAT NOTES AND RECEPTION NO. 433255. 9.PROPERTY IS SUBJECT TO ENCROACHMENT AGREEMENTS RECORDED IN BOOK 491 AT PAGE 943 (RECEPTION NO. 270122) AND BOOK 791 AT PAGE 432 (RECEPTION NO. 384591). ENCROACHMENTS ARE SHOWN ON SURVEY. 10.UTILITIES SHOWN ARE FROM A UTILITY LOCATE SERVICE AND/OR AVAILABLE AS-BUILTS AT THE CITY OF ASPEN ENGINEERING DEPARTMENT. SEWER CLEANOUT NOR SEWER SERVICE WAS NOT LOCATED DURING THIS SURVEY. APPROXIMATE LOCATION IS SHOWN. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES AND/OR STRUCTURES. ALL UNDERGROUND UTILITIES SHOULD BE FIELD LOCATED BY THE APPROPRIATE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION OR EXCAVATION ON OR ADJACENT TO THE SUBJECT PROPERTY. 11.ANY PERSON WHO KNOWINGLY REMOVES, ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C.R.S. SEC. 18-4-508. 12.THE WORD "CERTIFY" AS SHOWN AND USED HEREON MEANS AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THE FACTS OF THIS SURVEY AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EXPRESSED OR IMPLIED. 13.FENCE IS ON PROPERTY LINE OR WITHIN PROPERTY EXCEPT AS SHOWN. PORTIONS OF ALL COLUMNS ARE OVER PROPERTY LINE AS SHOWN. THE GARAGE, SHED AND CARRIAGE ENCROACH WITHIN THE ALLEY AND/OR NORTH FIRST STREET AS SHOWN. 14.AS MEASURED SQUARE FOOTAGE TOTAL IS 11,994 SQ. FT, MORE OR LESS. LEGAL DESCRIPTION SQUARE FOOTAGE TOTAL IS 12,004 SQ. FT. SURVEYOR'S CERTIFICATE I, STEVEN L. SMITH, BEING A REGISTERED LAND SURVEYOR IN THE STATE OF COLORADO, ON THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF, DO HEREBY CERTIFY TO 308 ASPEN HOLDING COMPANY, LLC AND 308 ASPEN, LLCY , THAT THIS IS AN IMPROVEMENT SURVEY PLAT AS DEFINED BY C.R.S. 38-51-102(9), AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, VISIBLE UTILITIES, FENCES, HEDGES, OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL, ANY CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS, AND ALL EASEMENTS, UNDERGROUND UTILITIES, AND TUNNELS FOR WHICH PROPERLY RECORDED EVIDENCE IS PROVIDED BY STEWART TITLE GUARANTY COMPANY COMMITMENT FOR TITLE INSURANCE (FILE NO. 01330-58148- AMENDMENT NO. C2, DATED MARCH 20, 2015), OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT. ERROR OF CLOSURE IS LESS THAN 1:15,000. BY: STEVEN L. SMITH, REGISTERED LAND SURVEYOR COLORADO. NO. 25642 FOR AND ON BEHALF OF BOUNDARIES UNLIMITED INC. COUNTY CLERK & RECORDER'S CERTIFICATE DEPOSITED THIS DAY OF , 2015, AT O'CLOCK M., IN BOOK OF THE COUNTY SURVEYORS LAND SURVEY PLATS/RIGHT-OF-WAY SURVEYS AT PAGE , RECEPTION NO. . THIS IMPROVEMENT SURVEY PLAT COMPILES WITH SECTION 38-51-102 COLORADO REVISED STATUTES. COUNTY DEPUTY CLERK G EXISTING GAS METER CONCRETE WALKS, DRIVES AND PATIOS FLAGSTONE PAVERS NOLAN LOT SPLIT EXEMPTION SURVEY PLAT NOTES (R.N. 433253) 1.UPON DEVELOPMENT OF LOT #1 OR REDEVELOPMENT OF LOT #2, BOTH LOTS, AND THE ASSOCIATED STRUCTURES, SHALL COMPLY WITH THE R-6 ZONE DISTRICT PROVISIONS WITH RESPECT TO THE NEWLY CREATED LOT BOUNDARIES AND SETBACKS. EXISTING NON-CONFORMING ACCESSORY STRUCTURES MAY CONTINUE TO THE EXTENT THAT NEW LOT BOUNDARIES DO NOT INCREASE THE ELEMENT'S NON-CONFORMITY. 2.THE DEVELOPER OF EACH LOT SHALL SEEK AN EXEMPTION FROM GMQS PURSUANT TO SECTION 26. 100. 50(A) (2), AS AMENDED FROM TIME TO TIME. 3.THIS PLAT OF THE NOLAN LOT SPLIT WAS APPROVED BY ORDINANCE NO. 9 SERIES OF 1999 BY THE CITY COUNCIL OF THE CITY OF ASPEN ON THE 26TH DAY OF APRIL, 1999. 4.LOT 2 OF THE NOLAN LOT SPLIT HAS BEEN GRANTED A SIDE YARD SETBACK RELIEF PURSUANT TO THE CITY OF ASPEN BOARD OF ADJUSTMENT RESOLUTION NO. 5 SERIES OF 1999. SAID PLAT ALSO REFLECTS GRAPHICALLY A 5' MINIMUM SNOW STORAGE BUFFET (BUFFER) BEHIND THE ADJACENT CONCRETE CURB AND GUTTER ON WEST HALLAM STREET. SHOWN ABUTTING THIS BUFFER IS A 5' PEDESTRIAN USABLE SPACE . 25642 ST E V E N L. S M IT HCOLORADO LICE N S E D P R O F E SSIONAL L A N D S U RVEY O R 06/11/17 7889 Vicinity Map Scale: 1"=500' LEGAL DESCRIPTION LOTS 1 AND 2, NOLAN LOT SPLIT SUBDIVISION EXEMPTION, CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department Appears to be original siding. All original siding is to be retained if feasible. Study on site with HPC staff after exterior demolition work. Use this area of siding as model for new siding. Appears to be original siding. All original siding is to be retained if feasible. Study on site with HPC staff after exterior demolition work. Use this area of siding as model for new siding. City of Aspen Received 06/23/17 Building Department Change stone steps to wood steps. Change note to "Stone paving must be approved by HPC prior to installation." Change note to "Pin lights to be approved by HPC prior to installation." Zoning Note 1: Sheet A-100 and detail sheets A630, A403, etc. The setback note which state the veneer will be ¼” outside of the setback is not located on the architectural plans nor details. The text on the plans simply states, “Setback Line: WD Cladding to be held off setback line to a survey verifiable dimension. Zoning to provide more information.” This is not sufficient; will take this item to Staff meeting, Thursday August 24, 2017. City of Aspen Received 06/23/17 Building Department DV INSTALLATION INSTRUCTIONS REQUIRED ON SITE AT TIME OF INSPECTION DV INSTALLATION INSTRUCTIONS REQUIRED ON SITE AT TIME OF INSPECTION City of Aspen Received 06/23/17 Building Department DV INSTALLATION INSTRUCTIONS REQUIRED ON SITE AT TIME OF INSPECTION City of Aspen Received 06/23/17 Building Department Provide the finish floor elevation of the 2nd floor decks. Comply with 2009 IRC R311.3 Door 209 appears to have a step. Provide landing heights on either side. Door may not swing over a step (2009 IRC R311.3.1) City of Aspen Received 06/23/17 Building Department Provide sheets A632 and A640. Provide primary and secondary roof drains to the link roof. Provide primary and secondary roof drains to the roof deck and bottom landing of the roof deck stairs. The provided microinverter cut sheets do not note which type you have selected. Provide the capacity of the inverters. If it is less than the capacity of the panels, the lesser wattage will be used for calculating REMP credit. Revise REMP worksheet as necessary. City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department Remove note and door 102. Remove window 18 and revise window 31. Study any remaining original porch rafters to determine historic pitch and revise if appropriate. Update angle of PV panels based on energy consultant feedback. Zoning Note 2: Sheet A-300 detail 1, Exterior Elevation / West Illustrates solar panels which are in excess of the allowed exception to height. See Section 26.575.020(F)(5) Allowed exception to height states, a)“Energy Efficiency or Renewable Energy Production Systems and Equipment. Energy efficiency systems or renewable energy production systems and equipment including solar panels, wind turbines, or similar systems and the system’s associated equipment which is located on top of a building may extend up to five (5) feet above the height of the building at the point the equipment is attached….” Zoning note 3: Sheets A-300 – A-302 Exterior Elevations and elevation points provided on sheet A-100 Noted, the finished grade for some of this project is the same as top of finished floor. Height at the perimeter (not over structure below) is measured from the lower of natural or finished grade. Please provide the elevation of the most restrictive grades for perimeter points at East and West facades. The height will be verified by the surveyor with the ZCV policy (Zoning Compliance Verification). City of Aspen Received 06/23/17 Building Department Remove note. Revise design based on framing evidence. City of Aspen Received 06/23/17 Building Department Change to wood entry steps. City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department Provide the R values of insulation at the window well and make it match the REScheck. City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department Add note "Provide shingle sample for review and approval by HPC staff." City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department City of Aspen Received 06/23/17 Building Department Stair riser openings must be LESS than 4" City of Aspen Received 06/23/17 Building Department This conflicts with roof plan shown on A-113. Please revise design or clarify location of this roof vent.