HomeMy WebLinkAboutLand Use Case.800 S Mill St.0074.2015.ASLUC5, C7, AND C9 UPDATED AND ADDED
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PRELIMINARY NOT FOR CONSTRUCTION
PRELIMINARY NOT FOR CONSTRUCTION1'-6"1'-6"RETAINING WALL@ 3/4"=1'-0"140181212"
CLR.1'-0"T. WALLSEE PLANCONC SLAB & REINF.SEE PLAN#5 HORIZ.@ 16" O.C.#5 VERT.@ 8" O.C.#5 DOWEL x 36"@ 8" O.C. 12"PROVIDE2x4 KEY# 5 LONGIT.@ 16" O.C.1 12"CLR.VOIDFORMMICRO- PILESBY OTHERS112"
CLR.SEE PLANT. FTG.SEEPLAN1'-6"TOE SIDE RETAINING WALL@ 3/4"=1'-0"140182212" CLR.1'-0"1'-6"T. WALLSEE PLAN2- #5 x CONT.@ TOP & BOT.#5 HORIZ.@ 16" O.C.#5 VERT.@ 8" O.C.#5 DOWEL x 36"@ 8" O.C. 24"PROVIDE2x4 KEY# 5 LONGIT. @ 16" O.C.VOIDFORMMICRO- PILESBY OTHERS112"
CLR.SEE PLANSEEPLANSEEPLAN2- #5 x CONT.@ TOP & BOT.THRESHOLD @ STAIR@ 3/4" = 1'-0"134"CLR.1 12"
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140183SEE PLAN FORSLAB & REINF 30"#4 DOWELS x 12"@ 16" O.C. DRILL &EPOXY 5 1/2" MIN.INTO TOP OF WALLT. WALLSEE PLANT. SLABSEE PLAN#4 @ NOSESEE DET. 1/S3.1FOR WALL &REINFORCING3- 1/2"Ø EXP. BOLTS x5" MIN. EMBED3/4" x 10" x 10" STEELBASEPLATE W/4- 1/2"Ø A. BOLTSW- SECTION COLUMNSEE PLANCHAMFER EDGESOF PIER PER ARCH# 3 TIES@ 10" O.C.4- #5 VERT.1"± NON- SHRINKGROUT4- #5 DOWELS x 24" 6"T. PIERSEE PLANT. FTG.SEE PLAN1'-0"
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CLR.PIER & FOOTING DETAIL@ 3/4" = 1'-0"1401851/4112"CLR.SQUARE CONC.PIER, SEE PLAN3/8" BENTSTEEL PL.SEE ARCH.FOR DIMS.PROVIDE 1" Ø HOLES@ 16" 0.C. FOR DRILL& EPOXY DOWELS# 5 TRANSV.@ 16" O.C.BATTER PIER ASREQ'D TO RESISTHORIZ. FORCE4 k/ft8 k/ft5 k/ft5 k/ft9 k/ft5 k/ftBATTER PIER ASREQ'D TO RESISTHORIZ. FORCET. SLABSEE PLAN1 12"CLR.@ 1 1/2"= 1'-0"STAIR LANDING @ STRINGER1401861/2" x 2" STEEL BOT. RAILWELDED TO STRINGER1/4" x 2" STEELBALLISTERS @ 4" O.C.TS 2 1/2"x1 1/2"x3/16"TOP RAILL 2x2x1/4 x 8"SHELF ANGLETS STRINGERSEE PLAN1/43 @ 12"3/163/163/16STL. COL.SEE PLAN2- 3/8"x7"x7"STL. PLATES2- 3/4" ØTHRU BOLTS1/43/163/16STRINGER CONN. @ WALL4@ 1 1/2=1'-0"14018@ 1 1/2"= 1'-0"STAIR STRINGER @ STEP1401871/2" x 2" STEEL BOT. RAILWELDED TO STRINGER1/4" x 2" STEELBALLISTERS @ 4" O.C.TS 2 1/2"x1 1/2"x3/16"TOP RAILPRE- CAST CONC. TREADSBY OTHERSEMBED PLATE FOR TREAD CONN.BY TREAD MANUFACTURERL 2x2x1/4 x 8"SHELF ANGLETS STRINGERSEE PLAN3/166"1/43 @ 12"3/163/163/16@ 1 1/2"= 1'-0"STAIR STRINGER @ WALL1401881/2" x 2" STEEL BOT. RAILWELDED TO STRINGER1/4" x 2" STEELBALLISTERS @ 4" O.C.TS 2 1/2"x1 1/2"x3/16"TOP RAILPRE- CAST CONC. TREADSBY OTHERSEMBED PLATE FOR TREAD CONN.BY TREAD MANUFACTURERL 2x2x1/4 x 8"SHELF ANGLE3/166"1/43 @ 12"3/163/163/16# 5 TRANSV.@ 8" O.C. W/STD. HOOKINTO WALL(E) T.WALL(V.I.F.)TS STRINGERSEE PLANGENERAL NOTESFIFTH AVE. CONDOS07/13/15A.DESIGN LIVE LOADS1. SNOW 75 psf2. COMMERCIAL 100 psfPRIVATE RESIDENTIAL SPACE 40 psf3. WIND: BASIC WIND SPEED 90 mphEXPOSURE B .4. SEISMIC CATEGORY C .B.DESIGN CODES1. INTERNATIONAL BUILDING CODE (2009)2. ACI BUILDING CODE (ACI 318-05)3. AISC STEEL CONSTRUCTION MANUAL (9th EDITION)4. AITC TIMBER CONSTRUCTION MANUAL (4th EDITION)C.SPECIAL INSPECTIONSPECIAL INSPECTION REQUIREMENTS LISTED BELOW ARE BASED ON THEREQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING CODE. THE REQUIREMENTSARE TO BE ENFORCED BY THE LOCAL BUILDING OFFICIAL. THE OWNER SHALL RETAINTHE "INDEPENDENT INSPECTOR" AS REQUIRED BY CHAPTER 17 OF THE IBC AND THELOCAL BUILDING OFFICIAL. THE REQUIREMENTS LISTED BELOW ARE BASED ON ASTRICT INTERPRETATION OF THE IBC AND MAY NOT BE REQUIRED BY THE LOCALBUILDING OFFICIAL BASED ON EXCEPTIONS LISTED IN IBC SECTION 1704.1.CONCRETE - SHALL BE IN ACCORDANCE WITH TABLE 1704.4, EXCEPT SPECIALINSPECTION IS NOT REQUIRED FOR TYPICAL FOUNDATIONS FOR BUILDINGS LESS THAN3 STORIES WITH R-3 OCCUPANCY, UNLESS REQUIRED BY BUILDING OFFICIAL, BUTCONCRETE MATERIAL SAMPLING SHALL STILL BE PERFORMED, DESIGN OF EMBEDDEDANCHOR BOLTS HAVE NOT BEEN INCREASED PER SECTION 1911.5, THUS NOTREQUIRING SPECIAL INSPECTION.STRUCTURAL STEEL - SPECIAL INSPECTION SHALL BE PER TABLE 1704.3. ALL BOLTEDCONNECTIONS ARE BEARING TYPE CONNECTIONS, UNLESS NOTED OTHERWISE,REQUIRING PERIODIC SPECIAL INSPECTION. SPECIAL INSPECTION IS NOT REQUIREDFOR BOLTS LABELED AS "A307" ON THE STRUCTURAL PLANS. ALL FIELD WELDS REQUIRECONTINUOUS SPECIAL INSPECTION, EXCEPT SINGLE PASS FILLET WELDS LESS THAN5/16", WHICH ONLY REQUIRE PERIODIC INSPECTION. SPECIAL INSPECTION IS NOTREQUIRED FOR FABRICATION WHICH OCCURS ON THE PREMISES OF AN "APPROVEDFABRICATOR" AS DEFINED IN IBC SECTION 1704.2.2.MECHANICAL CONCRETE FASTENERS (EXPANSION AND SCREW TYPE) REQUIRE ONLYPERIODIC INSPECTION PER IBC SECTION 1704.15.EPOXY TYPE CONCRETE FASTENERS SHALL BE INSPECTED IN ACCORDANCE WITHMANUFACTURERS RECOMMENDATIONS.SPECIALTY SYSTEMS SUBMITTED SUCH AS, BUT NOT LIMITED TO CARBON FIBERREINFORCING, MICRO-PILE FOUNDATION ELEMENTS, HELICAL PIERS, AND OTHERSPECIALTY COMPONENTS WHERE THE DESIGN IS PERFORMED BY ANOTHER LICENSEDENGINEER, SHALL BE INSPECTED IN ACCORDANCE WITH THE RECOMMENDATIONS BYTHE LICENSED ENGINEER FOR THAT COMPONENT.D.FOUNDATIONBUILDING FOUNDATION SYSTEM HAS BEEN DESIGNED USING AN ASSUMED MAXIMUMALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF AND A PASSIVE EQUIVALENT FLUIDLATERAL EARTH PRESSURE OF 45 PCF. FOOTINGS SHALL BE PLACED ON UNDISTURBEDSOIL. SOILS ARE ASSUMED TO BE UNIFORM, NON-EXPANSIVE, AND NON-COMPRESSIVE.THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILSEXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SUBMIT A WRITTENREPORT. NO FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN GIVENTO THE STRUCTURAL ENGINEER BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALLALSO BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATIONDRAINAGE REQUIREMENTS AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTSAFFECTED BY SOILS.E.FOUNDATIONBUILDING TO BE FOUNDED ON A FOUNDATION SYSTEM DESIGNED FOR A MAXIMUMALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF AND A PASSIVE EQUIVALENT FLUIDLATERAL EARTH PRESSURE OF 45 PCF. SPREAD FOOTINGS MUST BEAR ONUNDISTURBED NATURAL SOILS. SEE SOILS INVESTIGATION REPORT NO. 999 999,AUGUST 10, 1995, BY HEPWORTH-PAWLAK GEOTECHNICAL, INC., GLENWOOD SPRINGS,COLORADO, FOR ADDITIONAL SOIL DATA AND CONSTRUCTION REQUIREMENTS. AREPRESENTATIVE OF THE SOILS ENGINEER SHOULD OBSERVE ALL FOOTINGEXCAVATIONS PRIOR TO CONCRETE PLACEMENT TO EVALUATE BEARING CONDITIONS.PROVIDE FOUNDATION DRAIN AND DEWATERING AS RECOMMENDED BY THE SOILSENGINEER.F.SPECIALTY FOUNDATION COMPONENTSMICRO-PILE OR HELICAL PIERS SPECIFIED ON THE PLANS AS DESIGNED BY OTHERS ANDALL ASSOCIATED ACCESSORIES AND CONNECTIONS TO THE PRIMARY FOUNDATIONSYSTEM SHALL BE DESINGED BY A LISCENCED ENGINEER IN THE STATE OF COLORADO.STAMPED DRAWINGS AND CALCULATIONS SHOULD BE SUBMITTED TO THE ENGINEEROF RECORD FOR REVIEW PRIOR TO CONSTUCTION.G.CONCRETECONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI 318-95). ALL SLABS ONGRADE AND STRUCTURAL SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF4000 PSI IN 28 DAYS. ALL OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 3000 PSI IN 28 DAYS. ALL CONCRETE SHALL HAVE A MINIMUM OF 20% FLYASH CONTENT. THE OWNER SHALL ENGAGE A QUALIFIED, INDEPENDENT TESTING ANDINSPECTING AGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TESTREPORTS DURING CONCRETE PLACEMENT TO ASSURE THE QUALITY OF THE MATERIALSUSED AND THE ACCURACY OF PLACEMENT. (NOTE: SEE SECTION C OF THE GENERALNOTES FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS.) MECHANICALLYVIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ONGRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT A MAXIMUM 15'-0" ONCENTER EACH WAY UNLESS OTHERWISE SHOWN ON PLAN. REINFORCING BARS SHALLBE ASTM A615 - GRADE 60 (ASTM A706 GRADE 60 SHALL BE USED WHERE REINFORCING ISTO BE WELDED.) NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OFREINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THESTRUCTURAL ENGINEER. WHERE APPROVED, ALL WELDING SHALL CONFORM TO AWSD1.4. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 44 BAR DIAMETERS.PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE2 - #5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGSIN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORTREINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALLCONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2"AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMNBEARING PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTINGTEMPLATES.H.STEELALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992. FOR S, M, AND HPSHAPES AND CHANNELS, STEEL SHALL CONFORM TO A36. TUBE COLUMNS SHALLCONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TOASTM A53 (GRADE B). ANGLES AND PLATES SHALL CONFORM TO A36. FIELDCONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUMNUMBER OF ASTM A325 3/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALLCONFORM TO ASTM A325N, BEARING-TYPE CONNECTION, UNLESS OTHERWISE NOTED.SEE SECTION C OF THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTINGREQUIREMENTS. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTEDIN ACCORDANCE WITH LATEST PROVISIONS OF THE AISC MANUAL OF STEELCONSTRUCTION AND AISC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BESUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION.SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, ANDBRACING. USE WELDERS MEETING THE REQUIREMENTS OF THE AWS "STANDARDQUALIFICATION PROCEDURE". COMPLY WITH AWS D1.1 "STRUCTURAL WELDINGCODE." ALL WELDS SHALL BE E70XXLH TYPICAL UNLESS NOTED OTHERWISE. PRIME ALLSTEEL WITH APPROVED PRIMER, UNLESS STEEL WILL RECEIVE SPRAY APPLIEDFIREPROOFING. MEMBERS TO RECEIVE SPRAY APPLIED FIREPROOFING SHALL BEPREPARED PER FIREPROOFING MANUFACTURER'S REQUIREMENTS, CONSULTARCHITECT FOR LOCATIONS REQUIRING FIREPROOFING. TOUCH-UP PAINT ATEXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR GROUT FORBEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 153 OR EQUIVALENT.EXPANSION BOLTS, WHERE APPROVED BY ENGINEER, SHALL BE SIMPSON"STRONG-BOLT", HILTI "KWIKBOLT 3", OR APPROVED WEDGE TYPE, INSTALLED INACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. EPOXY BOLTS, WHEREAPPROVED BY ENGINEER, SHALL BE SIMPSON "AT-XP", "SET-XP", HILTI "HIT-150" ORAPPROVED ADHESIVE SYSTEM, INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S REQUIREMENTS. CONCRETE SCREW ANCHORS, WHERE APPROVEDBY ENGINEER, SHALL BE POWERS WEDGE-BOLT ANCHORS, OR APPROVED ANCHORSYSTEM, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.SEE SECTION C OF THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTINGREQUIREMENTS.PLYWOODFOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADETRADEMARKED CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAINPERPENDICULAR TO SUPPORTS AND STAGGER JOINTS FOR FLOOR AND ROOFSHEATHING. PLYWOOD OVER DECKING TO BE LAYED PERPENDICULAR TO DECKING.STAGGER JOINTS TO AVOID PLYWOOD EDGE ALONG PLANK EDGE. ALL NAILINGCOMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLEBELOW FOR USE REQUIREMENTS:USE THICKNESS SPAN/INDEX EDGE INTERRATIONAILINGNAILINGFLAT ROOF 3/4" 48/24 8d@6"OC 8d@12"OCSLOPED ROOF 5/8" 32/16 8d@6"OC 8d@12"OCFLOOR 3/4" T&G 48/24 8d@6"OC 8d@12"OCOVER T&G DECK'G 1/2" ORIENTED 24/0 5d@4"OC 5d@8"OCSTRAND BOARDSHEAR WALL 1/2" PLYW'D 24/0 8d@4"OC 8d@12"OC1/2" ORIENTED 24/0 10d@3"OC 10d@12"OCSTRAND BOARDALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. ORIENTED STRANDBOARD (OSB) SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIORAPPROVAL OF ARCHITECT AND ENGINEER. ORIENTED STRAND BOARD (OSB)SHEATHING SHALL COMPLY NOT LESS THAN TYPE M EXTERIOR GLUE AND SHALL HAVEA SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES.CONTACT STRUCTURAL ENGINEER AND ARCHITECT FOR SUBSTITUTION APPROVALPRIOR TO CONSTRUCTION.STRAND-GUARD LUMBER PLATESZINC BORATE TREATED LAMINATED STRAND LUMBER SILL PLATES CALLED FOR ON THEDRAWINGS AS "STRAND-GUARD" ARE AS MANUFACTURED BY THE WEYERHAEUSERCORPORATION OF BOISE, IDAHO. STRAND-GUARD PLATES SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STANDARDGALVANIZED FASTENERS AND HANGERS MAY BE USED, AND TREATMENT OF CUTS ISNOT REQUIRED WITH STRAND-GUARD LUMBER. IF STANDARD PRESSURE TREATEDLUMBER IS TO BE SUBSTITUTED, CONSULT ENGINEER FOR ALTERNATE FASTENER ANDHANGER COATINGS.I. ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE FIELD.UNKNOWN AND VARIED CONDITIONS MAY BE FOUND. NOTIFY THE ENGINEER OF ANYSTRUCTURAL CONDITIONS FOUND TO VARY FROM THAT INDICATED. DESIGNREVISIONS MAY BE REQUIRED, AND ARE EXPECTED AS A PROCESS OF REMODEL WORK.J. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THEARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT.K. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATIONDOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGSAND SPECIFICATIONS.L. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS, AND ROOFS WITH THEMECHANICAL AND ELECTRICAL CONTRACTORS.M. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACINGTHOSE WALLS ARE IN PLACE.N. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMEDCONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.O. PROVIDE AN LSTA STRAP AT ALL DISCONTINUOUS WALL PLATES. EXTEND STRAP AMINIMUM OF 12” BEYOND INTERRUPTION, EACH SIDE. ANOMALIES MAY INCLUDE:STEEL COLUMNS, MECHANICAL PENETRATIONS, CORNERS, LEVEL/SLOPED PLATETRANSITION, HEAVY TIMBER BACKSPANS, ETC.P. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THEFINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THESTRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BELIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOTINCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BERESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCESFOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THEPROGRAMS INCIDENT THERETO.Q.COMPOSITE STEEL DECKINGCOMPOSITE FLOOR DECK SHALL BE VLI COMPOSITE FLOOR DECK AS MANUFACTUREDBY VULCRAFT FROM STEEL CONFORMING TO ASTM 446 FOR GALVANIZED DECK.GALVANIZED COATING SHALL CONFORM TO ASTM A525 AND FEDERAL SPECIFICATIONQQ-S-775. ALL COMPOSITE DECK SHALL HAVE A 6X6 W1.4X1.4 WELDED WIRE FABRIC 1"CLEAR FROM TOP OF CONCRETE, UNLESS NOTED OTHERWISE. COLUMN CLOSURES,CLOSURE ANGLES AND POUR STOPS SHALL BE AS RECOMMENDED BY DECKMANUFACTURER TO FURNISH A COMPLETE JOB.DECK SHALL BE WELDED TO SUPPORTS WITH A 5/8" DIAMETER PUDDLE WELD. SPACINGDOES NOT EXCEED 12 INCHES ON CENTER. SIDE LAP ATTACHMENT SHALL NOT EXCEED36 INCHES ON CENTER. ALL WELDING SHALL BE PERFORMED BY WELDERSEXPERIENCED IN LIGHT GAGE STEEL DECK WORK AND SHALL REQUIRE SPECIALINSPECTION. (BUILDER'S OPTION: ENP2 HILTI POWER ACTUATED FASTENERS ATSUPPORTS AND #10 TEK SCREW AT SIDE LAPS. SPACING REQUIREMENTS REMAIN THESAME AS THOSE SET FORTH ABOVE.)R.ENGINEERED STRUCTURAL COMPONENTSSPECIALTY STRUCTURAL COMPONENTS SUCH AS STAIRS, SHADE STRUCTURES, ETC.SHOWN ON THE PLANS AS "DESIGNED BY OTHERS" SHALL BE DESINGED BY A LISCENCEDENGINEER IN THE STATE OF COLORADO. STAMPED DRAWINGS AND CALCULATIONSSHOULD BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TOCONSTUCTION.140183/163/16L3x3x1/4 SUPPORT ANGLEW/ 5/8" Ø EXP. BOLT x 4"EMBED. (MIN. 2 PER STEP)PRE-QUALIFIEDWELD B-U4a9TS STRINGERSSEE PLANBENT STEEL BEAM@ 1 1/2"=1'-0"14018SEE PLAN FORSLAB & REINFT. SLABSEE PLANCONC SLAB & REINF.SEE PLANEXIST'G TIMBER WALLTO BE ABANDONEDT. FTG.SEEPLAN6"6" MIN.SEE
ARCH.6"TS STRINGERSEE PLAN1/2" x 9 1/2" x 12" STL.END PL. W/ 3- 5/8"ØGALV. EXP. BOLTSEMBED 4" INTO CONC.1/4T. WALLSEE PLANT. THRESHOLDSEE PLANS2.1JOB #:ISSUE:SHEET:402 Park Ave, Unit EBasalt, CO 81621970.927.4363 OFFICE970.927.3039 FAXwww.albright‐associates.com14018
P.O. Box 9554Aspen Colorado, 81612ph: (970)948-7474 f:(866)876-5873
S MILL ST
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
GENERAL LAND USE APPLICATION PACKET
Tile CGT or ASITN
Attached is an Application for review of Development that requires Land Use Review pursuant to
the City of Aspen Land Use Code. Included in this package are the following attachments:
1. Development Application Fee Policy, Fee Schedule and Agreement for Payment Form
2. Land Use Application Form
3. Dimensional Requirements Form
4. Matrix of Land Use Application Requirements/Submittal Requirements Key
5. General Summary of Your Application Process
6. Public Hearing Notice Requirements
Affidavit of Notice
All applications are reviewed based on the criteria established in Title 26 of the Aspen Municipal
Code. Title 26 of the Aspen Municipal Code is available at the City Clerk's Office on the second
floor of City Hall and on the internet at www.asi)envitkin.com , City Departments, City Clerk,
Municipal Code, and search Title 26.
We strongly encourage all applicants to hold a pre -application conference with a Planner in
the Community Development Department so that the requirements for submitting a complete
application can be fully described. Also, depending upon the complexity of the development
proposed, submitting one copy of the development application to the Case Planner to
determine accuracy, insufficiencies, or redundancies can reduce the overall cost of materials
and Staff time.
Please recognize that review of these materials does not substitute for a complete review of the
Aspen Land Use Regulations. While this application package attempts to summarize the key
provisions of the Code as they apply to your type of development, it cannot possibly replicate the
detail or the scope of the Code. If you have questions which are not answered by the materials in
this package, we suggest that you contact the staff member assigned to your case or consult the
applicable sections of the Aspen Land Use Regulations.
ATTACHMENT 5
DEVELOPMENT REVIEW PROCEDURE
I. Attend pre -application conference. During this one-on-one meeting, staff will
determine the review process which applies to your development proposal and will identify
the materials necessary to review your application.
2. Submit Development Application. Based on your pre -application meeting, you
should respond to the application package and submit the requested number of copies of the
complete application and the appropriate processing fee to the Community Development
Department.
3. Determination of Completeness. Within five working days of the date of your
submission, staff will review the application, and will notify you in writing whether the
application is complete or if additional materials are required. Please be aware that the
purpose of the completeness review is to determine whether or not the information you have
submitted is adequate to review the request, and not whether the information is sufficient to
obtain approval.
4. Staff Review of Development Application. Once your application is determined to
be complete, it will be reviewed by the staff for compliance with the applicable standards of
the Code. During the staff review stage, the application will be referred to other agencies
for comments. The Planner assigned to your case or the agency may contact you if
additional information is needed or if problems are identified. A memo will be written by
the staff member for signature by the Community Development Director. The memo will
explain whether your application complies with the Code and will list any conditions which
should apply if the application is to be approved.
Final approval of any Development Application which amends a recorded document,
such as a plat, agreement or deed restriction, will require the applicant to prepare an
amended version of that document for review and approval by staff. Staff will provide
the applicant with the applicable contents for the revised plat, while the City Attorney is
normally in charge of the form for recorded agreements and deed restrictions. We
suggest that you not go to the trouble or expense of preparing these documents until the
staff has determined that your application is eligible for the requested amendment or
exemption.
5. Board Review of Application. If a public hearing is required for the land use action
that you are requesting, then the Planning Staff will schedule a hearing date for the
application upon determination that the Application is complete. The hearing(s) will be
scheduled before the appropriate reviewing board(s). The Applicant will be required to
mail notice (one copy provided by the Community Development Department) to property
owners within 300 feet of the subject property and post notice (sign available at the
Community Development Department) of the public hearing on the site at least fifteen
(15) days prior to the hearing date (please see Attachment 6 for instructions). The
Planning Staff will publish notice of the hearing in the paper for land use requests that
require publication.
The Planning Staff will then formulate a recommendation on the land use request and
draft a memo to the reviewing board(s). Staff will supply the Applicant with a copy of
the Planning Staff's memo approximately 5 days prior to the hearing. The public
hearing(s) will take place before the appropriate review boards. Public Hearings include
a presentation by the Planning Staff, a presentation by the Applicant (optional),
consideration of public comment, and the reviewing board's questions and decision.
6. Issuance of Development Order. If the land use review is approved, then the
Planning Staff will issue a Development Order which allows the Applicant to proceed into
Building Permit Application.
7. Receipt of Building Permit. Once you have received a copy of the signed staff
approval, you may proceed to building permit review. During this time, your project will be
examined for its compliance with the Uniform Building Code. It will also be checked for
compliance with applicable provisions of the Land Use Regulations which were not
reviewed in detail during the one step review (this might include a check of floor area ratios,
setbacks, parking, open space and the like). Fees for water, sewer, parks and employee
housing will be collected if due. Any document required to be recorded, such as a plat, deed
restriction or agreement, will need to be reviewed and recorded before a Building Permit is
submitted.
ATTACHMENT 6
PUBLIC HEARING NOTICING REQUIREMENTS JV /A
Three forms of notice are required by the Aspen Land Use Regulations: publication in the
newspaper, posting of the property, and mailing to surrounding landowners.
Following is a summary of the notice requirements, including identification of who is
responsible for completing the notice.
1. Publication - Publication of notice in a paper of general circulation in the City of
Aspen is to be done at least fifteen (15) days prior to the hearing. The legal notice will be
written by the Community Development Department and we will place the notice in the
paper within the appropriate deadline.
2. Posting - Posting of a sign in a conspicuous place on the property is to be done
fifteen (15) days prior to the hearing. It is the applicant's responsibility to obtain a copy of
the sign from the Community Development Department, to fill it in correctly and to bring
proof to the hearing that posting took place (use attached affidavit).
3. Mailing - Mailing of notice is to be made to all owners of property within 300 feet
of the subject development parcel by the applicant. It is the applicant's responsibility to
obtain a copy of the notice from the Community Development Department, to mail it
according to the following standards, and to bring proof to the hearing that the mailing took
place (use attached affidavit).
Notice to mineral Estate Owner. An Applica— `--urface Development shall notify
affected mineral estate owners by at least thirty (30) days prior to the date scheduled for
the initial public hearing on the application for development. The applicant shall certify
that the notice has been provided to the mineral estate owners.
The names and addresses of property owners shall be those on the current tax records of
Pitkin County as they appeared no more than sixty (60) days prior to the date of public
hearing.
q/A
AFFIDAVIT OF PUBLIC NOTICE
REQUIRED BY SECTION 26.304.060 (E), ASPEN LAND USE CODE
ADDRESS OF PROPERTY:
SCHEDULED PUBLIC HEARING DATE:
20
STATE OF COLORADO )
ss.
County of Pitkin )
Aspen, CO
1, (name, please print)
being or representing an Applicant to the City of Aspen, Colorado, hereby personally
certify that I have complied with the public notice requirements of Section 26.304.060
(E) of the Aspen Land Use Code in the following manner:
Publication of notice: By the publication in the legal notice section of an official
paper or a paper of general circulation in the City of Aspen at least fifteen (15)
days prior to the public hearing. A copy of the publication is attached hereto.
Posting of notice: By posting of notice, which form was obtained from the
Community Development Department, which was made of suitable, waterproof
materials, which was not less than twenty-two (22) inches wide and twenty-six
(26) inches high, and which was composed of letters not less than one inch in
height. Said notice was posted at least fifteen (15) days prior to the public hearing
on the _ day of , 20_, to and including the date and time
of the public hearing. A photograph of the posted notice (sign) is attached hereto.
Mailing of notice. By the mailing of a notice obtained from the Community
Development Department, which contains the information described in Section.
26.304.060(E)(2) of the Aspen Land Use Code. At least fifteen (15) days prior to
the public hearing, notice was hand delivered or mailed by first class postage
prepaid U.S. mail to all owners of property within three hundred (300) feet of the
property subject to the development application. The names and addresses of
property owners shall be those on the current tax records of Pitkin County as they
appeared no more than sixty (60) days prior to the date of the public hearing. A
copy of the owners and governmental agencies so noticed is attached hereto.
Neighborhood Outreach: Applicant attests that neighborhood outreach,
summarized and attached, was conducted prior to the first public hearing as
required in Section 26.304.035, Neighborhood Outreach. A copy of the
neighborhood outreach summary, including the method of public notification and
a copy of any documentation that was presented to the public is attached hereto.
(continued on next page)
IJ /A
Mineral Estate Owner Notice. By the certified mailing of notice, return receipt
requested, to affected mineral estate owners by at least thirty (30) days prior to the
date scheduled for the initial public hearing on the application of development.
The names and addresses of mineral estate owners shall be those on the current
tax records of Pitkin County. At a minimum, Subdivisions, SPAs or PUDs that
create more than one lot, new Planned Unit Developments, and new Specially
Planned Areas, are subject to this notice requirement.
Rezoning or text amendment. Whenever the official zoning district map is in any
way to be changed or amended incidental to or as part of a general revision of this
Title, or whenever the text of this Title is to be amended, whether such revision be
made by repeal of this Title and enactment of a new land use regulation, or
otherwise, the requirement of an accurate survey map or other sufficient legal
description of, and the notice to and listing of names and addresses of owners of
real property in the area of the proposed change shall be waived. However, the
proposed zoning map shall be available for public inspection in the planning
agency during all business hours for fifteen (15) days prior to the public hearing
on such amendments.
Signature
The foregoing "Affidavit of Notice" was acknowledged before me this
of , 20_, by
day
WITNESS MY HAND AND OFFICIAL SEAL
My commission expires:
Notary Public
ATTACHMENTS AS APPLICABLE:
• COPY OF THE PUBLICATION
• PHOTOGRAPH OF THE POSTED NOTICE (SIGN)
• LIST OF THE OWNERS AND GOVERNMENTAL AGENCIES NOTICED
BYMAIL
• APPLICANT CERTIFICATION OF MINERAL ESTAE OWNERS NOTICE
AS REQUIRED BY CR -S, X24-65.5-103.3
105d
architects
July 29, 2015
RE: Fifth Avenue Condominiums
800 South Mill St.
Aspen CO 81611
Subject: Land Use Application, 8040 Greenline Exemption
Response to Attachment 4, Submittal Requirements
Land Use Application: Attached with Authorizations.
Street Address and Legal Description: On 8.5 x 11 Documents and Drawing Sets.
Disclosure of Ownership: Attached.
Vicinity Map: On Drawing Set Project Information (Cover) Sheets.
Site Improvement Survey: Included with Drawing Sets.
Site Plan(s): Included with Drawing Sets.
Plan with Existing and Proposed Grades: Included with Drawing Sets on Survey, Site Plans and Civil
Drawings.
Proposed Elevations: Included with Drawings Sets.
Construction Techniques: New stair towers are steel framing and rails with precast concrete treads and
concrete landings and decks. New siding is brake metal, stucco, and phenolic panel. Timber retaining wall to
be replaced with a concrete retaining wall and micro -pile system.
Exterior Lighting: There is no additional landscape or exterior lighting for this project. If fixtures are replaced
due to damage or malfunction, new products shall meet the requirements of the 2009 IECC, Section 506.6
and corresponding Tables.
8040 Greenline Review:
The applicant believes that these projects qualify for the 8040 Greenline Exemption per Municipal Code
26.435.030, B. Exemption;
1. No habitable floor area is being added. This is an exterior project only and floor areas exempt
from floor area calculations do increase by more than 25%. As indicated above, to meet current
Life Safety Codes, the exterior stairs and decks must increase nominally in size. Please see
attached Area Summary which compares current areas to proposed areas.
2. No tree is being remove that would require a Permit.
3. This is an existing Development. Any pre-existing geologic hazards are being vastly improved
with an updated Retaining Wall. There is no increased sedimentation or erosion, and all
disturbed areas of the site are being updated per current drainage standards. Please see Civil
Drawings as prepared by Roaring Fork Engineering.
Randy Henrie
Architect
Z -Group Architects, P.C. • 41 1 East Main Street, Aspen, CO. 8161 1 • Telephone: 970-925-1832 • Fax: 970-925-1371
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ATTACHMENT 4-CONT'D- SUBMITTAL KEY
1. Land Use Application with
Applicant's name, address and telephone
number, contained within a letter signed
by the applicant stating the name, address,
and telephone number of the
representative authorized to act on behalf
of the applicant.
2. The street address and legal
description of the parcel on which
development is proposed to occur.
3. A disclosure of ownership of the
parcel on which development is proposed
to occur, consisting of a current certificate
from a title insurance company, or
attorney licensed to practice in the State of
Colorado, listing the names of all owners
of the property, and all mortgages,
judgments, liens, easements, contracts and
agreements affecting the parcel, and
demonstrating the owner's right to apply
for the Development Application.
4. An 8 1/2" x I1" vicinity map locating
the subject parcel within the City of
Aspen.
5. A site improvement survey including
topography and vegetation showing the
current status of the parcel certified by a
registered land surveyor, licensed in the
State of Colorado. (This requirement, or
any part thereof, may be waived by the
Community Development Department if
the project is determined not to warrant a
survey document.)
6. A site plan depicting the proposed
layout and the project's physical
relationship to the land and it's
surroundings.
7. A written description of the
proposal and a written explanation of
how a proposed development complies
with the review standards relevant to the
development application.
8. Plan with Existing and proposed
grades at two -foot contours, with five-foot
intervals for grades over ten (10) percent.
9. Proposed elevations ofthe development
10. A description of proposed
construction techniques to be used.
11. A Plan with the 100 -year floodplain
line and the high water line.
12. Accurate elevations (in relation to
mean sea level) of the lowest floor,
including basement, of all new or
substantially improved structures; a
verification and recordation of the actual
elevation in relation to mean sea level to
which any structure is constructed; a
demonstration that all new construction or
substantial improvements will be
anchored to prevent flotation, collapse or
lateral movement of any structure to be
constructed or improved; a demonstration
that the structure will have the lowest
floor, including basement, elevated to at
least two (2) feet above the base flood
elevation, all as certified by a registered
professional engineer or architect.
13. A landscape plan that includes
native vegetative screening of no less than
fifty (50) percent of the development as
viewed from the rear (slope) of the parcel.
All vegetative screening shall be
maintained in perpetuity and shall be
replaced with the same or comparable
material should it die.
14. Site sections drawn by a registered
architect, landscape architect, or
engineer shall be submitted showing all
existing and proposed site elements, the
top of slope, and pertinent elevations
above sea level.
15. Proposed elevations of the
development, including any rooftop
equipment and how it will be screened.
16. Proposed elevations of the
development, including any rooftop
equipment and how it will be screened.
17. A sketch plan of the site showing
existing and proposed features which are
relevant to the review.
18. One (1) inch equals four hundred
(400) feet scale city map showing the
location of the proposed subdivision, all
adjacent lands owned by or under option
to the applicant, commonly known
landmarks, and the zone district in which
the proposed subdivision and adjacent
properties are located.
19. A plat which reflects the layout of
the lots, blocks and structures in the
proposed subdivision. The plat shall
be drawn at a scale of one (1) equals one
hundred (100) feet or larger. Architectural
scales are not acceptable. Sheet size shall
be twenty-four (24) inches by thirty-six
(36) inches. If it is necessary to place the
plat on more than a one (1) sheet, an index
shall be included on the first sheet. A
vicinity map shall also appear on the fust
sheet showing the subdivision as it relates
to the rest of the city and the street
system in the area of the proposed
subdivision. The contents of the plat shall
be of sufficient detail to determine
whether the proposed subdivision will
meet the design standards pursuant to
Land Use Code Section 26.480.060(3).20.
Subdivision GIS Data.
21. A landscape plan showing location,
size, and type of proposed landscape
features.
22. A subdivision plat which meets the
terms of this chapter, and conforms to the
requirements of this title indicating that no
further subdivision may be granted for
these lots nor will additional units be built
without receipt of applicable approvals
pursuant to this chapter and growth
management allocation pursuant to
Chapter 26.470.
23. The precise wording of any
proposed amendment.
24. Site Plan or plans drawn to a scale of
one (1") inch equals ten (10') feet or one
(1") inch equals twenty (20') feet,
including before and "after" photographs
(simulations) specifying the location of
antennas, support structures, transmission
buildings and/or other accessory uses,
access, parking, fences, signs, lighting,
landscaped areas and all adjacent land
uses within one -hundred fifty (150') feet.
Such plans and drawings should
demonstrate compliance with the Review
Standards ofthis Section.
25. FAA and FCC Coordination.
Statements regarding the regulations of
the Federal Aviation Administration
(FAA) and the Federal Communications
Commission (FCC).
26. Structural Integrity Report from a
professional engineer licensed in the
State of Colorado.
27. Evidence that an effort was made to
locate on an existing wireless
telecommunication services facility
site including coverage/ interference
analysis and capacity analysis and a
brief statement as to other reasons for
success or no success.
28. Neighborhood block plan at
I"=50' (available from City Engineering
Department) Graphically show the front
portions of all existing buildings on both
sides of the block and their setback from
the street in feet. Identify parking and
front entry for each building and locate
any accessory dwelling units along the
alley. (Continued on next page.)
Indicate whether any portions of the
35. Exterior Lighting Plan. Show the
houses immediately adjacent to the
location, height, type and luminous
subject parcel are one story (only one
intensity of each above grade fixture.
living level).
Estimate the site illumination as measured
in foot candles and include minimum,
29. Roof Plan.
maximum, and average illumination.
Additionally, provide comparable
30. Photographic panorama. Show
examples already in the community that
elevations of all buildings on both sides of
demonstrate technique, specification, and/
the block, including present condition of
or light level if they exist.
the subject property. Label photos and
mount on a presentation board
31. A condominium subdivision
exemption plat drawn with permanent ink
on reproducible mylar. Sheet size shall be
twenty-four (24) inches by thirty-six (36)
inches with an unencumbered margin of one
and one-half (1 1/2) inches on the left hand
side of the sheet and a one-half (1/2) inch
margin around the other three (3) sides of
the sheet pursuant to Land Use Code
Section 26.480.090.
32. A description and site plan of the
proposed development including a
statement of the objectives to be achieved
by the PUD and a description of the
proposed land uses, densities, natural
features, traffic and pedestrian circulation,
off-street parking, open space areas,
infrastructure improvements, and site
drainage.
33. An architectural character plan
generally indicating the use, massing,
scale, and orientation of the proposed
buildings.
34. A written description of the variance
being requested.
Proj ect:
Applicant:
Location:
ATTACHMENT 3
DIMENSIONAL REQUIREMENTS FORM
Zone District: 1.,, w ^ &I
Lot Size:
9S67 '50E-
FLot
LotArea: -5-"pose., of calculating Floor Area, Lot Area may be reduced for areas
(for the
within the high water mark, easements, and steep slopes. Please refer to the
definition of Lot Area in the Municipal Code.)
Commercial net leasable: Existing:_Proposed:
Number of residential units:
Existing: 1 Proposed:
Number of bedrooms:
Existing: -Proposed:
Proposed % of demolition
(Historic properties only):
DIMENSIONS:
tjav- krrAcAep Arzc -/A
Floor Area:
Existing: _Allowable: Y, Proposed:
11X
Principal bldg. height:
,,
Existing: Allowable: Nroposed: G -
Access. bldg. height:
h�I //M�.P
Existing: A Allowable: I _Proposed: V4A
-XOn-Site parking:
Existing: 1?0 Required: 7?? Proposed: N
% Site coverage:
Existing: Required: NJ A_Proposed: _
% Open Space:
Existing: Jt/A Required: Proposed: N/A
Front Setback:
Existing: _Required: 15,1 Proposed: L
Rear Setback:
Existing: 5� Required: St Proposed: ��-
Combined F/R:
Existing: d: IV _RequireProposed:
Side Setback:
Existing:Required.• �.71 Proposed.• �G
Side Setback:
Existing:_Required: 9 Proposed: IJ G
Combined Sides:
Existing: _KA Required: 0 A Proposed: -tom
Distance Between
Existing �-ler Required: ld 'C7`1 Proposed. -
Buildings
G d G� CSE
isting non -conformities or f
.I I- it .
Variations requested:
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Fifth Avenue Condominiums - AREA SUMMARY
Land Use Application 07.29.2015
Buildings A & B (Phase 1)
Existing
Proposed
Change
Areas within Footprint (Residential Units, Mech, etc.)
77773
16,557
16,557
0
Common Storage, Exterior
111
88
-23
780
7
*Walkway, Exterior
1018
1018
*Decks/Balconies, Exterior
135
103Patios,
A-32
*Stairs, Exterior
0
0
Exterior
Buildings C & D (Phase 2)
Areas within Footprint (Residential Units, Mech, etc.)
29042
042
2920
0
313
1
120
193
Common Storage, Exterior
9
296
305
*Walkway, Exterior
1709
1916
207
*Decks/Balconies, Exterior
2171
2869
698
*Stairs, Exterior
602
602
0
Patios, Exterior
COMBINED TOTALS (Both Phases)
Areas within Footprint (Residential Units, Mech, etc.)
45,599
45,599
0
424
208
-216
Common Storage, Exterior
16
1,069
1,085
*Walkway, Exterior
2,727
2,934
207
*Decks/Balconies, Exterior
2,306
2,972
666
*Stairs, Exterior
602
602
0
Patios, Exterior
TOTAL OF ALL EXTERIOR FEATURES1
71128
7,801
673
TOTAL GROWTH OF ALL EXTERIOR FEATURES
9.44%
*TOTAL OF DECKS, BALCONIES, EXT. STAIRWAYS
6,102
6,991
889
TOTAL GROWTH OF THESE EXTERIOR FEATURES
14.57%
TOTAL SQU;AREF AREA
52,727
53,400
673
SUBTRACT, Common xterior
424
208
-216
SUBTRACT,*Exempt Exterior Areas (15% of Net Lot 36R 1:1)
5459
5459
0
TOTAL ao FAR
46,844
47,733
889
TOTAL F FAR
1 90�%
FAR
1:1.287100
1:1.311526
Randy Henrie, Z -Group Architects P.C.
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HindmanSanchez
July 31, 2015 Denver Office
David A. Firmin, Esq.
City of Aspen Direct 303.991.2028
Hillary Seminick dfirmin@hindmansanchez.com
Building Department
130 S. Galena
Aspen, CO 81 G 11
Re: Application for Building Permit/Greenline exemption 800 S. Mill St. (Fifth Avenue Condominiums)
Our File No. 0754.0019
Aspen Building Department:
This Certification of Ownership is being provided pursuant to the Pre-Application Conference Summary
dated July 13, 2015 which requires, "the Street Address and legal description of the parcel on which
development is proposed to occur, consisting of a current (no older than G months) certificate from a tide
insurance company, an ownership and encumbrance report, or attorney licensed to practice in the state of
Colorado, listing the names of all owners of the property, all mortgages, judgment, liens, easements,
contacts, and agreements affecting the parcel, and demonstrating the owners right to apply for the
Development Application. This letter is being provided in response to this requirement.
Attorney: The undersigned attorney, David A. Firmin, is currently licensed to practice in the State of
Colorado and is in good standing having a registration number of 29988.
Street Address: The Street address of the Property is 500 S. Mill Street, Aspen, CO 81611
Leal Description: The General Common Elements, Buildings A, B, C and D, Fifth Avenue (A
Condominium), according to the Condominium Map recorded January 10, 1965 in Plat Book 3, Page 59
and First Supplement recorded January 19, 1967 in Plat Book 3 at Page 122 and according to the Second
Supplement to Map of Fifth Avenue Recorded December 5, 1967 in Plat Book 3 at Page 257 and as defined
and described in Condominium Declaration for Fifth Avenue Recorded December 1, 1965 in Book 217 at
Page 172 and First Supplement Recorded February 7, 1967 in Book 225 at Page 379 and Second
Supplement Recorded December 1, 1967 in Book 230 at Page 518.
Owner: The Owner of the above described property is Fifth Avenue Condominium Association, a Colorado
Non-profit Corporation as set forth in the Property Information Binder Number ABS 62006885 issued by
Land Title Guarantee Company which is attached hereto. (Attachment No. 1)
Mortgagees: There are currently no mortgages encumbering the Property. However, of record is a
"Financing Statement" with ANB, the Securing Party, recorded July 1G, 2015 at Reception No. 621570, in
the real property records of Pitkin County. This financing statement, however, does not encumber the
Property, but rather the right to receive common ~pense assessments.
Judgments: As of July 30, 2015, there are no judgment liens of record.
Liens: As of July 30, 2015, there are no liens of record.
HindmanSanchez ec. Attorneys ut l,am ~ Denver ~ Lnvelnnd ~ Colorado Springs ~ Nashville
5610 Ward Road, Suite 300, Arvada, Colorado 80002-1310 Tel 303.432.8999 Free 800.809.5242 Fair 303.432.0999 www.hindmansanchez.com
HindmanSanchez
Page 2
City of Aspen
July 31, 2015
Easements: The following easements encumber the property.
Right of Way for ditches or canals constructed by the authority of the United States as reserved in
United States Patent Recorded May 2, 1949 in Book 175 at Page 177 and recorded May 2, 1949 in Book 175
at Page 208 and recorded may 20, 1949 in Book 175 at Page 202.
Easements contained in those certain Restrictive Covenants recorded December 1, 1965 in Book
217 at Page 172 as amended in that instrument recorded February 7, 1967 in Book 225 at Page 379 and as
amended in that instrument recorded December 1, 1967 in Book 230 at Page 518. These are undefined
easements for utilities which utilities are required to be buried.
Grant of Easement between Fifth Avenue Condominiums and Comcast as evidenced by that
easement dated November 1, 2009 and recorded August 24, 2010 at Reception No. 572967.
Easements depicted on the Improvement and Topo~aphical Survey Plat of Fifth Avenue
Condominiums recorded at Book 105 at Page 38. (The Survey Plat is attached hereto as Attachment 2).
Contracts and Agreements: As of July 30, 2015, other than a Contract for Water Service recorded on
September 15, 1966 at Book 222, Page 54 providing for the delivery of water to the Project, there are no
agreements or contracts affecting the land of record. However, new contracts will be entered into upon
approval of the project.
Evidence of Authority: The Association is the association identified at Paragraph 2, (h) of the Declaration
of Condominium for Fifth Avenue (a Condominium). Pursuant to the Articles of Incorporation of Fifth
Avenue Condominiums and the Colorado Common Interest Ownership Act codified at CRS 38-333-101 et.
seq., specifically CRS 38-33.3-302, the Association is charged with the management, maintenance and
repair of the common elements within the community, including the buildings and all surrounding land
encumbered by the Declaration. As such, the owner if fully empowered to enter into and apply for the
work defined in the 800 S. Mill Street application.
Please feel free to contact this office with any questions you may have.
Sincerely,
-,
;~
`~' -.._ .
David A. Firmin, Esq.
HindmanSanchez P.C.
DAF/daf
Enc.
c: Board of Directors, Fifth Avenue Condominium Association
OG 175386. DOCX
Land Title Guarantee Company
CUSTOMER DISTRIBUTION
Date: July 30, 2015 Our Order Number: ABS62006885
ProperryAddress:800 SMILL STREET, ASPEN, CO 81611
HINDMAN SANCHEZ P.C.
5610 WARD RD #300
ARVADA, CO 80002
If you have any inquiries or require further assistance, please contact Commercial Title Dept.
Phone: 970-248-3883
Property Information Binder
CONDITIONS AND STIPULATIONS
1. Definition of Terms
The following terms when used in this Binder mean:
(a) "Land": The land described, specifically or by reference, in this Binder and improvements affixed thereto which by law
constitute real property;
(b) "Public Records"; those records which impart constructive notice of matters relating to said land;
(c) "Date": the effective date;
(d) "the Assured": the party or parties named as the Assured in this Binder, or in a supplemental writing executed by the
Company;
(e) "the Company" means Old Republic National Title Insurance Company, a Minnesota stock company.
2. Exclusions from Coverage of this Binder
The company assumes no liability including cost of defense by reason of the following:
(a) Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or
assessments on real property or by the Public Records; taxes and assessments not yet due or payable and special
assessments not yet certified to the Treasurer's office.
(b) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights,
claims or title to water.
(c) Title to any property beyond the lines of the Land, or title to streets, roads, avenues, lanes, ways or waterways on which
such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any
rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said
description.
(d) Mechanic's lien(s), judgments) or other lien(s).
(e) Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered or agreed to by the Assured;
(b) not known to the Company, not recorded in the Public Records as of the Date, but known to the Assured as of
the Date; or (c) attaching or creating subsequent to the Date.
3. Prosecution of Actions
(a) The Company shall have the right at its own costs to institute and prosecute any action or proceeding or do any other act
which in its opinion may be necessary or desirable to establish or confirm the matters herein assured; and the Company
may take any appropriate action under the terms of this Binder, whether or not it shall be liable thereunder and shall not
thereby concede liability or waive any provision hereof.
(b) In all cases where the Company does not institute and prosecute any action or proceeding, the Assured shall permit the
Company to use, at its option, the name of the Assured for this purpose. Whenever requested by the Company, the Assured
shall give the Company all reasonable aid in prosecuting such action or proceeding, and the Company shall reimburse the
Assured for any expense so incurred.
4. Notice of Loss -Limitation of Action
A statement in writing of any loss or damage for which it is claimed the Company is liable under this Binder shall be
furnished to the Company within sixty days after such loss or damage shall have been determined, and no right of action
shall accrue to the Assured under this Binder until thirty days after such statement shall have been furnished, and no
recovery shall be had by [he Assured under this Binder unless action shall be commenced thereon with two years after
expiration of the thirty day period. Failure to furnish the statement of loss or damage or to commence the action within the
time herinbefore specified, shall be conclusive bar against maintenance by the Assured of any action under this Binder.
5. Option to Pay, Settle or Compromise Claims
The Company shall have the option to pay, settle or compromise for or in the name of the Assured any claim which could
result in loss to the Assured within the coverage of this Binder, or to pay the full amount of this Binder. Such payment or
tender of payment of the full amount of the Binder shall terminate all liability of the Company hereunder.
Copyright 2006-2013 American Land Title Association. All rights reserved. The use of this form is restricted to ALTA licensees and ALTA members in good
standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
6. Limitation of Liability -Payment of Loss
(a) The liability of the Company under this Binder shall be limited to the amount of actual loss sustained by the Assured
because
of reliance upon the assurances herein set forth, but in no event shall the liability exceed the amount of the liability
stated on the face page hereof.
(b) The Company will pay all costs imposed upon the Assured in litigation carried on by the Company for the Assured, and
all costs and attorneys' fees in litigation carried on by the Assured with the written authorization of the Company.
(c) No claim for loss or damages shall arise or be maintainable under this Binder (1) if the Company after having received
notice of any alleged defect, lien or encumbrance not shown as an Exception or excluded herein removes such defect, lien
or encumbrance within a reasonable time after receipt of such notice, or (2) for liability voluntarily assumed by the Assured
in settling any claim or suit without written consent of the Company.
(d) All payments under this Binder, except for attorney's fees as provided for in paragraph 6(b) thereof, shall reduce the
amount of the liability hereunder pro tanto, and no payment shall be made without producing this Binder or an acceptable
copy thereof for endorsement of the payment unless the Binder be lost or destroyed, in which case proof of the loss or
destruction shall be furnished to the satisfaction of the Company.
(e) When liability has been definitely fixed in accordance with the conditions of this Binder, the loss or damage shall be
payable within thirty days thereafter.
Subrogation Upon Payment or Settlement
Whenever the Company shall have settled a claim under this Binder, all right of subrogation shall vest in the Company
unaffected by any act of the Assured, and it shall be subrogated to and be entitled to all rights and remedies which the
Assured would have had against any person or property in respect to the claim had this Binder not been issued. If the
payment does not cover the loss of the Assured, the Company shall be subrogated to the rights and remedies in the
proportion which the payment bears to the amount of said loss. The Assured, if requested by the Company, shall transfer to
the Company all rights and remedies against any person or property necessary in order to perfect the right of subrogation,
and shall permit the Company to use the name of the Assured in any transaction or litigation involving the rights or remedies.
8. Binder Entire Contract
Any action or actions or rights of action that the Assured may have or may bring against the Company arising out of the
subject matter hereof must be based on the provisions of this Binder. No provision or condition of this Binder can be waived
or changed except by a writing endorsed or attached hereto signed by the President, a Vice President, the Secretary, an
Assistant Secretary or other validating officer of the Company.
9. Notices. Where Sent
All notices required to be given the Company and any statement in writing required to be furnished the Company shall be
addressed to it at 400 Second Avenue South, Minneapolis, Minnesota 55401, (612) 371-1111.
10. Arbitration
Unless prohibited by applicable law, either the Company or the insured may demand arbitration pursuant to the Title
Insurance Arbitration Rules of the American Arbitration Association.
ANTI-FRAUD STATEMENT: Pursuant to CRS 10-1-128(6)(a), it is unlawful to knowingly provide false, incomplete or misleading facts or information to
an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of
insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading
facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a
settlement or award payable from insurance proceeds shall be reported to the Colorado division of insurance within the department of regulatory
agencies.
This anti-fraud statement is affixed and made a part of this policy.
Issued through the Office of:
LAND TITLE GUARANTEE COMPANY
3033E 1ST AVE #600
DENVER, CO 80206
303-850-4165
✓~~ ~ ~~ w
John E. Freyer, President
ctib.covecodt
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
a Stock Company
400 Second Avenue South
Minneapolis, Minnesota 55401
612) 371-1111
`~ o~p,~. T17~~~~
-.:.~~ ~* s-,_~* ~:
- v ~ * z
J * ~ f~ _
m fi
:, ~~,~ * * * ado;
•~ p>O ~Nd .••
r'~ ~
Mark Bilbrey, President
Rande Yeager, Secretary
Land Title Guarantee Company Representing Old Republic National Title Insurance Company
PROPERTY INFORMATION BINDER
Order Number: ABS 62006885
Policy Number: PIB62006885.1093779
Liability: $50,000.00
Fee: $500.00
Subject to the exclusions from coverage, the limits of liability and other provisions of the Conditions
and Stipulations hereto annexed and made a part of this Binder,
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
a Corporation, herein called the Company,
GUARANTEES
HINDMAN SANCHEZ P.C.
Herein called the Assured, against loss, not exceeding the liability amount stated above, which the
assured shall sustain by reason of any incorrectness in the assurance which the Company hereby
gives that, according to the public records as of July 24, 2015 at 5:00 P.M.
1. Title to said estate or interest at the date hereof is vested in:
FIFTH AVENUE CONDOMINIUM ASSOCIATION, A COLORADO NON-PROFIT CORPORATION,
ON BEHALF OF THE INDIVIDUAL VESTED OWNERS OF EACH CONDOMINIUM UNIT,
BUILDINGS A, B, C AND D, FIFTH AVENUE (A CONDOMINIUM), ACCORDING TO THE
CONDOMINIUM MAP RECORDED JANUARY 10, 1965 IN PLAT BOOK 3 AT PAGE 59 AND
FIRST SUPPLEMENT RECORDED JANUARY 19, 1967 IN PLAT BOOK 3 AT PAGE 122 AND
ACCORDING TO THE SECOND SUPPLEMENT TO MAP OF FIFTH AVENUE RECORDED
DECEMBER 5, 1967 IN IN PLAT BOOK 3 AT PAGE 257 AND AS DEFINED AND DESCRIBED IN
CONDOMINIUM DECLARATION FOR FIFTH AVENUE RECORDED DECEMBER 1, 1965 IN
BOOK 217 AT PAGE 172 AND FIRST SUPPLEMENT RECORDED FEBRUARY 7, 1967 IN BOOK
225 AT PAGE 379 AND SECOND SUPPLEMENT RECORDED DECEMBER 1, 1967 IN BOOK 230
AT PAGE 518. COUNTY OF PITKIN, STATE OF COLORADO.
2. The estate or interest in the land hereinafter described or referred to covered by this Binder
is:
A FEE SIMPLE
3. The land referred to in this Binder is situated in the State of Colorado, County of
Pitkin, described as follows:
THE GENERAL COMMON ELEMENTS, BUILDINGS A, B, C AND D, FIFTH AVENUE (A
CONDOMINIUM), ACCORDING TO THE CONDOMINIUM MAP RECORDED JANUARY 10, 1965
IN PLAT BOOK 3 AT PAGE 59 AND FIRST SUPPLEMENT RECORDED JANUARY 19, 1967 IN
PLAT BOOK 3 AT PAGE 122 AND ACCORDING TO THE SECOND SUPPLEMENT TO MAP OF
FIFTH AVENUE RECORDED DECEMBER 5, 1967 IN IN PLAT BOOK 3 AT PAGE 257 AND AS
DEFINED AND DESCRIBED IN CONDOMINIUM DECLARATION FOR FIFTH AVENUE
Land Title Guarantee Company Representing Old Republic National Title Insurance Company
PROPERTY INFORMATION BINDER
Order Number: ABS 62006885
Policy Number: P1B62006885.1093779
RECORDED DECEMBER 1, 1965 IN BOOK 217 AT PAGE 172 AND FIRST SUPPLEMENT
RECORDED FEBRUARY 7, 1967 IN BOOK 225 AT PAGE 379 AND SECOND SUPPLEMENT
RECORDED DECEMBER 1, 1967 IN BOOK 230 AT PAGE 518.
COUNTY OF PITKIN, STATE OF COLORADO.
4. The following documents affect the land:
1) RIGHT OF PROPRIETOR OFAVEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS
RESERVED IN UNITED STATES PATENT RECORDED MAY 02, 1949, IN BOOK 175 AT PAGE 177,
RECORDED MAY 2, 1949 IN BOOK 175 AT PAGE 208, AND RECORDED AUGUST 26, 1949 IN BOOK
175 AT PAGE 299
2) RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED IN MAY 2, 1949 BOOK 175
AT PAGE 177 AND RECORDED MAY 2, 1949 IN BOOK 175 AT PAGE 208 AND RECORDED MAY 20,
1949 IN BOOK 175 AT PAGE 202.
3) RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER
CLAUSE, AS CONTAINED IN INSTRUMENT RECORDED APRIL 13, 1964, IN BOOK 206 AT PAGE 436
AND AS AMENDED IN INSTRUMENT RECORDED JANUARY 29, 1965, IN BOOK 211 AT PAGE 344.
4) RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER
CLAUSE, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR,
RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN UNLESS AND ONLY TO THE
EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE
UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST
HANDICAPPED PERSONS, AS CONTAINED IN INSTRUMENT RECORDED DECEMBER 01, 1965, IN
BOOK 217 AT PAGE 172 AND AS AMENDED IN INSTRUMENT RECORDED FEBRUARY 07, 1967, IN
BOOK 225 AT PAGE 379 AND AS AMENDED IN INSTRUMENT RECORDED DECEMBER 01, 1967, IN
BOOK 230 AT PAGE 518.
5) TERMS, CONDITIONS AND PROVISIONS OF CONTRACT FOR WATER SERVICE RECORDED
SEPTEMBER 15, 1966 IN BOOK 222 AT PAGE 547.
6) EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SET FORTH ON THE
CONDOMINIUM MAP RECORDED JANUARY 10, 1965 IN PLAT BOOK 3 AT PAGE 59 AND FIRST
SUPPLEMENT TO CONDOMINIUM MAP RECORDED FEBRUARY 8, 1967 IN PLAT BOOK 3 AT PAGE
122 AND SECOND SUPPLEMENT TO CONDOMINIUM MAP RECORDED DECEMBER 5, 1967 IN PLAT
BOOK 3 AT PAGE 257.
7) TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED AUGUST 24, 2010 AT
RECEPTION NO. 572967.
8) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON
Land Title Guarantee Company Representing Old Republic National Title Insurance Company
PROPERTY INFORMATION BINDER
Order Number: ABS 62006885
Policy Number: P1B62006885.1093779
THE PLAT OF IMPROVEMENT & TOPGRAPHICAL SURVEY RECORDED DECEMBER 06, 2013
UNDER RECEPTION NO. 606454.
9) FINANCING STATEMENT WITH ANB BANK, THE SECURED PARTY, RECORDED JULY 16, 2015,
UNDER RECEPTION NO. 621570.
10) DISBURSER'S NOTICE WAS RECORDED JULY 13, 2015, UNDER RECEPTION NO. 621461.
11) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET
FORTH AND GRANTED IN GRANT OF EASEMENT RECORDED APRIL 25, 2014 UNDER RECEPTION
NO. 609768.
12) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET
FORTH AND GRANTED IN ZONING REVIEW RECORDED MARCH 19, 2015 UNDER RECEPTION NO.
618295.
NOTE: THIS BINDER DOES NOT REFLECT THE STATUS OF TITLE TO WATER RIGHTS OR
REPRESENTATION OF SAID RIGHTS, RECORDED OR NOT.
NOTE: THIS BINDER IS NOTA REPORT OR REPRESENTATION AS TO MINERAL INTERESTS, AND
SHOULD NOT BE USED, OR RELIED UPON, IN CONNECTION WITH THE NOTICE REQUIREMENTS
THAT ARE SET FORTH IN CRS 24-65.5-103.
NOTE: ADDITIONAL UPDATES TO THE EFFECTIVE DATE OF THE BINDER MAY BE REQUESTED BY
THE PROPOSED INSURED. ONE UPDATE IS INCLUDED WITH THIS BINDER AT NO ADDITIONAL
COST. ANY ADDITIONAL UPDATES WILL BE ISSUED AT THE COST OF $125 PER UPDATE. FOR
EACH UPDATE PROVIDED, A REVISED BINDER WILL BE ISSUED SHOWING A NEW EFFECTIVE
DATE AND ANY MATTERS RECORDED SINCE THE EFFECTIVE DATE OF THE PREVIOUS BINDER.
COND4MlNlUM MAP of FIFTH AVENUEisa' (w x'odrlE~r_'.. .< _~~e.~a' (wi>_o'1'wl _ ____ao lr ri•rsip~- _"_ -r--_a l ~ I 1i Q "'1oI niv 1 I w~..r - 1UN11 IBS I UWT ~{DC~wnrG • ~ I,,yrr M~T~ W wU u1T 9 O I uMT •~ =i .. ~..a, VNIT 10 I VNIT 11~ i `~e .mane. i «"~`oo..`o~•~m'a~1 L II N1 uN~r 7e'^taw~.~rwc►w+~rnn oVNIT TI~~T rLL1oe w~ u~+~~ ~2.rc---=~'E -------~i ,i"~_'__'__"' —t==~-------~ -------I_____L__'I-~_r__-+I a•;~ ~ ,' S~ r;,T ~ ; i '_i--2----11 1 ft ~_ -_ 1 ~ Ii~F ~ DS.w _L_~~—~.....~ o.. ~♦wi ^I I f^I 1VN~~ 4 -OI ' UDR Z I VMIT 1¨g I M@~~`qwt ~ I ; loM~~ ~`o w ~a+wanwG ow ~z o :~~I `I ' =VM`TT~ R i VNIT ~~w~YtM+4NCOrC X100j I ~ 1 I Ncoro ~~ae~` ' ur.~ r~ '~ -o i U L D N ~ A• ___'_F__ I_-___ ~_ T__'_' Lam— I~ ' —' ' _.'"_" "_ —_-_--__'_--__~j~~ —_-+-} • _• ~L _SO. S' (M~t'Oo~v/~-~~. s~i 17.1' (w 11•~W1~10~E:f~Lt o? __~~rs[E aw 2 ~ fFLOOR >~~.+1 JlHWt.e~f~~H•uaE ~.• .~~._w. .a...a ~+.~.na~.. wr.v uuc~.w~.ww.o~w~rPAGE l'. _. *" 1Af:~: V~OW NE 4~S CERTIFICATE ~ - ~--- ~mac......... ~.ae ...s o.m..~. m.."'v~`....:~w: ~>canu~a'w _n .w~ e _'.. s e cow" : o. aw ~ ws 41.M .wo K.ou r r,.. i»w ~w....e...........w...+ ~~ ow e.~....uaY . ,r «..i.~.~~.~. .l 'fte :'`~.ARCHITECT'S CE RTI FtGATE..~e e..~».u. ....w w.. _.. 1.T..• o. ~..e.~.e __k'~ f li.C.P ~~ I'ua. a. yam, c..~. '.o .Wc..".x..~7" ~v ,•'ay= =x.311 r...~ ~. mow. L"G~. w'~' ~—~ s r e Oaa~mr ~ 1~~~~ /~ iiiw'"4U2VEYOR~S CERTI FIC4TEJ c... r co-rry w wr~~aS ~ ~ ~v ~u ~ a w ~... ~u~ ro4w .~wo~/e~"~rv~w eM-~r rw ~s~ a r~+r+~. Gr~t~. CweRra Ytr ~w~~y~~~nu ~w u~ wwr.~u~ w ~r~r~ w+ • ~WLr ~ ~3.4~s-.~~
CONDOMINIUMI -~'~C ~ ~C ~~ /nr_,-- -r —MAP ors FIFTH AVENUE»'i-e G~.+v~ s~_.e1vCQ~WI '~G~CE [LWL ZPAG!~I f~— •=' I.s d s ~ice. io'•i ji =1-o-t--LOWER FLOOR LEVEL. (BA•iEMENT)OF 6U1LO~NG ~F:.~ ,/f- ~ 61` ---~--- -#LOM/fR FLOOR LEVf~ (B/~SEMENT~~~ OF 6UtlDw6 '6' - ~..w~ yn. 'i~~}—~ 4—cRAwt =aP4CE CRAwL SP4GE .IYI~.~=; ,1 B ~~f~ -.en,:. ...! 3I UNR lDB - i UNIT 1~6=1 t-I w' a.:: .rV at— ~~~ .... < e...'" a+.~tl—_ _ _—_. q.cs' s~.ec~I ~IUNIT 3 ~. UNIT 2 I UNIT• ~~a,•I •I.ate ]►~{' N' ~ s~ L AJ •Ii-- ~ 'i..acs.. r -~ ;—.r —~,.,co.~..wFIRST FL002 LEVELOF DULL DIIJG ~,4~ ~ N~pSw—_ PA6E 2
---- —., e. ~, _, u — —.~~ ~,FIRbT FLOOR LEVEL --~~iOF 6UiLDIN6 'g'..~•I -y, ~..~e... u~~w..! ~ ~ UwiT q UNI? B VN1_7 ~J'~' itM' xn Y.'~~~ ~ ~..co..~ 4 :;v y~~I~F .w~_t —tTYPICAL FIREPLACE PLAN<~...... ~.....o...~.......~j ~~ lly1T 4 UNIT S UNIT 6iaw.d .ss s.adi<~ TSECOUD FLOOR LEVELOF 6UILDING A'.~~-:,.~.•i-—~~ —'_~}TYPICnL ROOF S:CTIONC0►'JDOMINIUM MAP o~., e. - _.__ ._— i' -.- .~ ....w.~ — ~, „-'r--~ ..~ r—its...-.T— —__~a-- mow._— •y e rU 1.._T IU UN17 1~ UNIT IZis ~o M~ • !Aj~ ~...co...~~—_ ~~SECJNO FLOOR LEVELOF BUILDING `B' iaWFIFTH AVENUE------ -- ----3-~=--~► -SECTION TMRJU GH 6UILDIN6 ~BSECTION TH ROU6t1 BUILDING ~F
i:p''-,~'. i.' ,Q> m,~ ~.~ ( oYe~~ ~,,~ is e1FIRST SUPPLE1V1Er]T TO MAP OF~~ ,^;:: =_ems— ~ ~~~,~ BUILDING C`(~~— ~ SHEET A~: i ~ ~.1 0 . - --. ~~_ ~~ I , e1.26 __~0i pLI~LDING ~Gmen~ ~~ A __7__— __.____' a 1 I ._'_ '_'.'~n~Rn~MC ~Yceq GGweM~ -yrwrt-wa nGti[nrfLOT i3le.m y j-F PLOT ~ A N• \\ rn~aa. ~e~ue..0~ ' '~., s~'oE~j ~ i- ~ ~~3i n!- e,r~W_.~~...~~~ e~+ .als~~-use.~~r~,YFE ~b ~'L 3~n ~ ,p E i pU1tD~NG'O'~,.~ iiWIID~MGA ~1f• FIFTH AVENUE ~d• ~--{ ~~, s.,WNERS CCU. ~F. ;.=?S~V r ~ 1~~~j.~r ' -~ 8it ~+ ~ Z ~ ,~I ~~8 ~ ~Mit:~.1~ .') 1~ 7, _._. .c. ~ _~ ~.~ 5~I ~ 15 [JUT{: :~A•~L~..' LT.J. _ . ~.~;?~~TG^- erx:.. e.e riow Sao nrnve r.mm~~CVP~lRi ~ bP/~SS O~ M V~CQi~J~~ YJ~'H W6L' N I NC . ✓1'316~ ~VG~OU~p4n3~ ~NCeS m~h£:c TT~E FITKIN ~N~`!. n aEPARED Jv~ ~ DELVE BIC KNELL~t-tCNTET:,`..~AIAmsoN e~en~wc. er a•+ez.~FftGo :ylpaGi.O JHN A oV.•NGP. OF THC Heal]iN GEJCR~O CD QEALPA~VtRTY, DOCS C4CBv CCiiTiFV THAT TO F~43T SW P:.[MlN~lb T1G M.:~ CP PicT.a>veN~~G H45 e63u PRH?dRCO PURSI/AN'r~YIvwJ[S OI sIRiT SYMKM[uT 1p OiCLA1cATtON RdLFiFT~++~'+et+ul, D~ia:, iceeus~ 1,~vc] /WO RE~J¢GGL' cn.rterw¢~ f:969 , IN O'.~.'~K iLS, GA~Ef~9, Gam. ~Ep., PGC ORD3 OF TIC 6LitK~wc RL WfiDeq. ~O~ y piTK~N. g TL' OF d~].^tl.".~~ ~ ~'RRGD ~ ~ D J0..''rPT@ OP CJl~fyl.O ~ .Tuc a~~xecc:Nc on~tie.¢= criz*~ric.~.x- xKnowtaoccc eera~ME TN~6 7~w DAY OF (TDCW21' :19~] DY FR lL N~nBCQD.J0..wrt~i~.e rry HlYJD ANO 7F~ICisL ~GGLTJI3 7~i QaY OF F~pyy~yMY ~nw~~~G~:ION ~J[PiRG.~.=A'.Y o.~. q1 n ~ -..AR~~HITECTu C~2TIFI:ATEs, aavcn ..r, oic.<N~u.. a ucenaeo .awourec~. m ~~aeev ceKrv. r.,.,-.~<e uaF ~wo~*..uvTMO VJ. Nu-Y I.No~Wc*e_: r_F~,rvCw•••e ~sMUr MGJURCMe .J Lti(IS TA7A'. OPrL xTlC w:vv~'.2ritNi~. ONM LdNO~TIL ~~OGNANIUM UNrf P.S:GN6..}G,TNCR~av~:_Or 71U~^.;,v+JT.r:~1,CVAT:Wb 4NC'A'FNU~FD i'.D043 GND RIUN ..R...~. M..~YlbPSY .,l`.01 •.0(C.~D¢JC.G MC~Gee+y .AR_HRLCi `~\\~~.~'"sic N4. <OtKiw'tLCQ KiOis wC THi6 7rn OeY lA' ~iR~~+tY.~~~'/by b¢IJCe M 4 ,ucu P uCCupEo'C"uT: C~. R ..Wf1NW M1'I:Nvp ueiD G'iC~w~ ~THI~ GY OF F~IRu~tY.~1~1. .wn mrwv.~se.:~n exwrse.s. A~F. S,10) ~':I~ ~~_~- Q Qi~ _—_~.~ u~~c~.~ex wuurbo~.. -.AT GVR1fCFl4NG IN ~i~E 4"F.CE OF THE C2ERKAfID QPaTiDCR OF TNGm++ry Er m~au.~0<m./S2.ie EoOIX:~. Ui~cgy OF Tiert.~e. v.~i~!w rm:-~ ncss.ic e-ue-iei-.ar ~JF"~l: ~oo~r'~`"•ttevx..vl. ~^ORLEG.5uavevo e~5 r.FeT:Ficn reiYrusi wcro'asm~.aa f~~aRs7. ~ w (.vc r~~ro Mm`u~~ ~~ ~ u o~we'u ~'av y w~r~ui~d ~1 ~w ~ew.e.. ~i- -. ~ ,~ ...e,..., .~,,...~ ....~,..., ~.,,~. JS..e, r a. P~¢°~ PACH iof,}
YM~~fC. ~:' ttoi~4~F3FIRST SUPPLEMENT ~'O MAP OFBUILDING CSHEET BISON ETRVC A?A2T :f.=NT ~: 0. 101 ;e e..v..e'~~ I A ~ I 4-.~~~r.a ~ P n 1 ~ j.e. ~ ~.Y ~ ~...~.....e< a; sI irii~ 6 .r ~ -u ,.- x-~~ ..~~.~'P.~ti A?ARTME.NT•+s ID2- _ ~Nrers~oa r znrrrni awe s~o~+a ,vimt~i+~' ' i,L-C cF o¢vw~u au w. ~ 4• FIFTH AVENUEIS~r.: ETRtC AP,4PT2dE}~T NC ;C2 ~s~~~~~_~ '-i~'a.: C ^.LOCA'ION CF APARTME~lf IO2~-/ TUM• j~~~r~i.evWarwu ~awNo-~ePueer ~ o ~ca~"~'c een ~ucwr~ = tn n PRc PARED BYn n aw ~~ < e ~ - ~rem-eoar~N o~.;oeNvea,toinan'°ooPACE Z ~LQ OM ETRIC Q?A 2TMEIhT NO !O3 w'•~~o'P=` A N AP.4RTM ENT• IC13
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FIFTH AVENUE CONDOMINIUM ASSOCIATION
C/O FRIAS PROPERTIES OF ASPEN, INC.
730 E DURANT
ASPEN, CO 81611
BOARD MEMBERS, 2015
NANCI WOLF FREEDMAN, PRESIDENT
MICHAEL CRABB, VICE PRESIDENT
ROBERT MAYER, SECRETARY
July 28, 2015
Hillary Seminick
Community Development Department
City of Aspen via delivery by Randy Henrie
130 S. Galena St.
Aspen, CO 81611
Re: 800 S Mill (Fifth Avenue Condominiums)
8040 Greenline Exemption Request
Authorized Representative
Dear Ms. Seminick;
In response to a requirement in the Application for Greenline Exemption, you are
authorized to recognize the following applicant to act on behalf of the Fifth
Avenue Condominium Association:
Randy Henrie, or his designated substitute
Z -Group Architects
411 E Main St # 205,
Aspen, CO 81611
If you have any questions about this authorization or other issues which relate to
our Application, please contact me or Randy.
Thank you for your attention and consideration.
Sincerely,..,
Na`n- -Wolf Freedman, President
Fifth Avenue Condominium Association
Cc: Randy Henrie (by email: randy@zgrouparchitects.com)
Mike Crabb (by email: mac@adesigninc.net)
Bob Mayer (by email: boom@bomarbuilders.com)
Homeowner Association Compliance Policy
All land use applications within the City of Aspen are required to include a Homeowner Association
Compliance Form (this form) certifying the scope of work included in the land use application complies
with all applicable covenants and homeowner association policies. The certification must be signed by
the property owner or Attorney representing the property owner.
Name: Nt>o c_t. GOCA F216 Wtdv'� r[5
Property
Owner ("I'T Email: Phone No.: G;
00 I'l l t t t 4 1 l( F ay) �t�1 (� � !� Cly C�
Address of
Property: F( /'0 ajttlA)i J 114
S
� % f� �V � A,) (% L
(subject of
application) I-) (,
I certify as follows: (pick one)
❑ This property is not subject to a homeowners association or other form of private covenant.
❑ This property is subject to a homeowners association or private covenant and the
improvements proposed in this land use application do not require approval by the homeowners
association or covenant beneficiary.
This property is subject to a homeowners association or private covenant and the
association or covenant beneficiary
I understand this policy and I understand the City of Aspen does not interpret, enforce, or manage the
applicability, meaning or effe of private covenants or homeowner association rules or bylaws. I
understand that this docurner t is public document.
Owner signature: date:
Owner printed name: `� ����� � ��!� i_F^ ���-n�
so<1r3TldWi
or,
Attorney signature: date:
Attorney printed name:
Agreement to Pay Application Fees
4n aareement between me city of Aspen (utty ) ano
Property nanci@nwfreedman.com
Avenue Condominium Ass'n Phone No.: aa.nossse;
OwnerI and@nwfreedman.com
(" ')' Email:
Address of 800 S. Mill Billing send bills to email address above
Property: Aspen Address:
(subject of p (send bills here)
application)
I understand that the City has adopted, via Ordinance No. , Series of 2011, review fees for Land Use applications
and the payment of these fees is a condition precedent to determining application completeness. I understand
that as the property owner that I am responsible for paying all fees for this development application.
For flat fees and referral fees: I agree to pay the following fees for the services indicated. I understand that these
flat fees are non-refundable.
$ 650 flat fee for Parks
$ 0 flat fee for Select Dept
$_0 flat fee for Select Dept
$ 0 flat fee for Select Review
For deposit cases only: The City and I understand that because of the size, nature or scope of the proposed
project, it is not possible at this time to know the full extent or total costs involved in processing the application. I
understand that additional costs over and above the deposit may accrue. I understand and agree that it is
impracticable for City staff to complete processing, review, and presentation of sufficient information to enable
legally required findings to be made for project consideration, unless invoices are paid in full.
The City and I understand and agree that invoices mailed by the City to the above listed billing address and not
returned to the City shall be considered by the City as being received by me. I agree to remit payment within 30
days of presentation of an invoice by the City for such services.
I have read, understood, and agree to the Land Use Review Fee Policy including consequences for non-payment.
I agree to pay the following initial deposit amounts for the specified hours of staff time. I understand that payment
of a deposit does not render an application complete or compliant with approval criteria. If actual recorded costs
exceed the initial deposit, I agree to pay additional monthly billings to the City to reimburse the City for the
processing of my application at the hourly rates hereinafter stated.
$1,300 deposit for 4 hours of Community Development Department staff time. Additional time
above the deposit amount will be billed at $325 per hour.
$ 275 deposit for I hours of Engineering Department staff time. Additional time above the deposit
amount will be billed at $265 per hour.
City of Aspen:
Chris Bendon �' cii Wolf Freedman
Community Development Director Name:,,)
Title: Assn President
city -tie: 2225
Fees Due: $ Received: $
Land Use Review Fee Policy
The City of Aspen has established a review fee policy for the processing of land use applications. A flat fee or
deposit is collected for land use applications based on the type of application submitted.
A flat fee is collected by Community Development for applications which normally take a minimal and predictable
amount of staff time to process. Review fees for other City departments reviewing the application (referral
departments) will also be collected when necessary. Flat fees are cumulative — meaning an application with
multiple flat fees must pay the sum of those flat fees. Flat fees are not refundable.
A review fee deposit is collected by Community Development when more extensive staff review is required.
Actual staff time spent will be charged against the deposit. Various City staff may also charge their time spent on
the case in addition to the case planner. Deposit amounts may be reduced if, in the opinion of the Community
Development Director, the project is expected to take significantly less time to process than the deposit indicates.
A determination on the deposit amount shall be made during the pre -application conference by the case planner.
Hourly billing shall still apply.
All applications must include an Agreement to Pay Application Fees. One payment including the deposit for
Planning and referral agency fees must be submitted with each land use application, made payable to the City of
Aspen. Applications will not be accepted for processing without the required application fee.
The Community Development Department shall keep an accurate record of the actual time required for the
processing of a land use application requiring a deposit. The City can provide a summary report of fees due at
the applicant's request. The applicant will be billed for the additional costs incurred by the City when the
processing of an application by the Community Development Department takes more time or expense than is
covered by the deposit. Any direct costs attributable to a project review shall be billed to the applicant with no
additional administrative charge. in the event the processing of an application takes less time than provided for
by the deposit, the department shall refund the unused portion of the deposited fee to the applicant. Fees shall be
due regardless of whether an applicant receives approval.
Unless otherwise combined by the Director for simplicity of billing, all applications for conceptual, final, and
recordation of approval documents shall be handled as individual cases for the purposes of billing. Upon
conceptual approval all billing shall be reconciled and all past due invoices shall be paid prior to the Director
accepting an application for final review. Final review shall require a new deposit at the rate in effect at the time
of final application submission. Upon final approval all billing shall again be reconciled prior to the Director
accepting an application for review of technical documents for recordation.
The Community Development Director may cease processing of a land use application for which an unpaid
invoice is 30 or more days past due. Unpaid invoices of 90 or more days past due may be assessed a late fee of
1.75% per month. An unpaid invoice of 120 days or more may be subject to additional actions as may be
assigned by the Municipal Court Judge. All payment information is public domain.
All invoices shall be paid prior to issuance of a Development Order or recordation of development agreements
and plats. The City will not accept a building permit for a property until all invoices are paid in full. For permits
already accepted, an unpaid invoice of 90 or more days may result in cessation of building permit processing or
issuance of a stop work order until full payment is made.
The property owner of record is the party responsible for payment of all costs associated with a land use
application for the property. Any secondary agreement between a property owner and an applicant representing
the owner (e.g. a contract purchaser) regarding payment of fees is solely between those private parties.
Df Aspen 1 130 S. Galena St. 1 (970) 920-5090
ATTACHMENT 2 -LAND USE APPLICATION
PROJECT:
Name: V r, GGtbo l u
Location: U> 'S. M I L (.. EST ASFEI 40 '816(l
Indicate street address, lot & block number, legal description where appropriate)
Parcel ID #(REQUIRED)DD
DDi WANT•
Name: !Fi ovF, G000vMtgw 5 tiecwoem
Address: S - 1 I� L co IN Gi
Phone #: � eE Ai4 FSSI=VW r 2,46 "770 " Z�
C DDGCGIVTAT1%/F *
ddress: 411 QST MAI t4 -C-.`r d:�;;jgs .2d5 . AePFLI eo e G
hone #: !q7d -56t)-177;
TVPF. OF APPLICATION: (nlease check all that aDvIv):
❑
GMQS Exemption
❑
Conceptual PUD
❑
Temporary Use
❑
GMQS Allotment
❑
Final PUD (& PUD Amendment)
❑
Text/Map Amendment
❑
Special,Review
❑
Subdivision
❑
Conceptual SPA
ESA — 8040 Greenline, Stream
❑
Subdivision Exemption (includes
❑
Final SPA (& SPA
Margin, Hallam Lake Bluff,
condominiumization)
Amendment)
Mountain View Plane
❑
Commercial Design Review
❑
Lot Split
❑
Small Lodge Conversion/
Expansion
❑
Residential Design Variance
❑
Lot Line Adjustment
❑
Other:
❑
Conditional Use
CXISTING CONDITIONS: (des cri tion of existing buildings, uses, previous approvals, etc.)
G ov4oK iV% oYV.% 60 e vJ oo
r w► i���'M eSSod G� ee,rivr �-r�►i S
APOSAL: (description of proposed buildings, uses, modifications, etc.)�Ze-cA e4 1
'
GG o e,t Ho r' i%? r5 e. * C%06 r
i i to
r ti r to rAtti-tior, W I.
ve you affacged the fo owing? FEES DUE: $_� . 00
Pre -Application Conterence Summary
Attachment #1, Signed Fee Agreement
Response to Attachment #3, Dimensional Requirements Form
Response to Attachment #4, Submittal Requirements- Including Written Responses to Review Standards
All plans that are larger than 8.5" X 11" must be folded. A disk with an electric copy of all written text
(Microsoft Word Format) must be submitted as part of the application. Large scale projects should include an
electronic 3-D model. Your pre -application conference summary will indicate if you must submit a 3-D model.
CITY OF ASPEN
PRE -APPLICATION CONFERENCE SUMMARY
PLANNER: Hillary Seminick, 970.429.2741 DATE: July 13, 2015
PROJECT: 800 S Mill St AKA Fifth Avenue Condos
REPRESENTATIVE: Randy Henrie, Z -Group Architects
REQUEST: 8040 Greenline Exemption
DESCRIPTION:
Fifth Avenue Condominiums is a set of four building located on one parcel of land located in the Lodge (L) zone district.
The property was developed in the late -60s to early -70s. The buildings may exceed maximum allowable height within the
Lodge (L) zone district and exceeds the allowable floor area.
The prospective Applicant has indicated they need to update a retaining wall. The existing railroad ties are no longer
functioning and a new retaining wall system is needed. The existing walls, as well as a portion of the proposed
upgrades, are located within the setback. The Land Use Code includes a provision that the Community Development
Director can administratively approve changes to a building that exceed the underlying dimensional requirements "to
accommodate improvements required to achieve compliance with building, fire, or accessibility codes in or on existing
buildings when no other practical solution exists." (See Land Use Code Section 26.575.0201) This is an administrative
approval. The Chief Building Official has indicated that the proposed walls meet this threshold due to the existing
conditions on the site and the elevation of the ground floor, though verification will be required as part of the land use
review process.
The property is located within 150 feet of the 8040 elevation line, and is therefore subject to an 8040 Greenline review.
Based on the project scope presented by the applicant, the project qualifies for the 8040 Greenline Exemption process,
which is administrative. In order to qualify for the exemption process, the project can result in no more than a 10%
increase in floor area AND no more than a 25% increase in exempt space, cannot be affected by any geologic hazards,
and cannot result in increased erosion and sedimentation. In addition, a tree -removal permit from the Parks Department
for any trees proposed to be removed is not required. No floor area increases or changes are proposed as part of this
application, and the applicant has indicated they will receive the necessary tree -removal permits from Parks. Parks and
Engineering will be a referral on the application.
Below are links to the Land Use Application form and Land Use Code for your convenience:
Land Use App:
http://www aspenpitkin com/Portals/0/docs/City/Comdev/Apps%20and%2OFees/2013%2Oland%20use%20a
pp%20form.pdf
Land Use Code:
http://www aspenpitkin com/Departments/Community-Development/Planning-and-Zoning/Title-26-Land-Use-
Code/
ADOicable Land Use Code Section
Land Use Code Section(s)
26.304 Common Development Review Procedures
26.435.030.13 8040 Greenline Review Exemption
26.575.020.E.5 Calculations and Measurements — Measuring Setbacks, allowed projections into
setbacks
26.575.020.K Exceptions for Building Code Compliance
26.710.190 Lodge (L) zone district
Review by:
ASLU
8040 Greenline Exemption
800 S Mill St (Fifth Avenue Condos)
1
Staff for complete application
Staff for recommendation
Referrals: Engineering, Parks
Community Development Director for approval
Public Hearing: NA
Neighborhood Outreach: No
Planning Fees: $1,300 for 4 hours of staff time.
Referral Fees: Engineering (per hour, billed with planning case) - $275
Parks (flat fee) - $650
Total Deposit: $2,225 (additional planning hours over deposit amount are billed at a rate of
$325/hour; additional engineering hours over deposit are billed at a rate of
$275/hour)
To apply, submit the following information (apply to both options unless otherwise noted):
. Completed Land Use Application and signed fee agreement.
Pre -application Conference Summary (this document).
Street address and legal description of the parcel on which development is proposed to occur,
consisting of a current (no older than 6 months) certificate from a title insurance company, an
ownership and encumbrance report, or attorney licensed to practice in the State of Colorado, listing
the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts
and agreements affecting the parcel, and demonstrating the owner's right to apply for the
Development Application.
Applicant's name, address and telephone number in a letter signed by the applicant that states the
name, address and telephone number of the representative authorized to act on behalf of the
applicant.
X HOA Compliance form (Attached)
A written description of the proposal and an explanation in written, graphic, or model form of how the
proposed development complies with the review standards relevant to the development application
and relevant land use approvals associated with the property. Building elevations, plans and
renderings are required.
A site improvement survey (no older than a year from submittal) including topography and vegetation
showing the current status of the parcel certified by a registered land surveyor by licensed in the
State of Colorado.
Written responses to applicable review criteria.
An 8 1/2" by 11" vicinity map locating the parcel within the City of Aspen. Oil Q(z,4v IA& P(1OTFZ-T
tob s raver
1( 1 Complete Hard Copy.
If the copy is deemed complete by staff, the following items will then need to be submitted:
2
Qm-Additienm cemplete- Hart# copies. PC -(z- D 1E-rEK-v4► u4 6'V-
Total
F G�t1�Et 1� S
v0 len/tr? ) -- I1 X17 G� CS FI -4-65
Total deposit for review of the application.
f A digital copy of the application provided in pdf file format.
Disclaimer:
The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on
current zoning, which is subject to change in the future, and upon factual representations that may or may
not be accurate. The summary does not create a legal or vested right.
Z-Group Architects, P.C. • 411 East Main Street, Aspen, CO. 81611 • Telephone: 970-925-1832 • Fax: 970-925-1371
July 29, 2015
RE: Fifth Avenue Condominiums
800 South Mill St.
Aspen CO 81611
Subject: Land Use Application, 8040 Greenline Exemption
This 48-year-old Aspen condominium complex composed of 4 wood-frame buildings and associated
exterior stairs and balconies is in acute need of rehabilitation. This project’s primary goal is to improve the
Health, Life Safety and Welfare of the public, users, and occupants of this residential complex.
Phasing: This project was previously planned to be constructed under two separate permits. Improvements
to Buildings A & B (Phase 1) are Permitted and currently under Construction for 2015. Improvements to
Buildings C & D (Phase 2) are scheduled for 2016. However, due to an emergency repair situation, a portion
of Phase 2 work is in immediate need of attention. This emergency concerns a failing timber retaining wall on
the east side of the complex.
Phase 2 and the Retaining Wall Replacement project fall within the 8040 Greenline. This Land Use Application
for 8040 Greenline Exemption is intended to be applicable to both Phase 2 and the Retaining Wall
Replacement. As such, the Application includes drawings and information for the Phase 2 work as well as an
additional set for the Retaining Wall Replacement.
Primary Issues:
General
The wood stair towers are failing structurally, are too narrow to meet Code, they have inadequate handrail
clearance, and they have been recently but temporarily reinforced. There are also numerous site concrete
cracking and spalling issues, and building siding is aging and has multiple waterproofing issues.
Timber Retaining Wall
This retaining wall is actively failing, is visibly leaning, and must be repaired as soon as possible.
Proposed Project: The primary construction goal of this project is to rehabilitate the existing stair towers,
balconies & decks, siding & exterior finishes, and associated site work. There is no change of occupancy,
and paths of egress will not be substantially changed.
The proposal is to entirely demolish the existing wood stairs & balcony/decks, and replace them with new
steel and concrete stairs and decks. This is a substantial improvement to the existing conditions and will
Z-Group Architects, P.C. • 411 East Main Street, Aspen, CO. 81611 • Telephone: 970-925-1832 • Fax: 970-925-1371
bring the structures closer to current Code.
It is necessary to widen the stairs and landings to meet current Code. This will
increase by a nominal amount the square footage of these exterior stairs and
decks. This additional square footage is necessary to bring the stairs as close to
current code as possible. There will be no addition of building footprint or habitable
space, and building heights will remain the same.
There are ski lockers associated with each unit of this condominium complex.
Updating the stairs and decks necessitates relocating these exterior storage units.
In no case will there be more than 32 square feet of exterior storage per unit.
It is felt that the proposed work will substantially increase, and is necessary to increase the degree of
Public Safety, Health and Welfare in these existing buildings.
It is hoped that this Land Use Application with corresponding acceptance from the Building Department as it
concerns Life Safety issues, should suffice for Planning and Zoning acceptance and an 8040 Greenline
Exemption, and the project(s) can proceed to the Permit Coordination and Permitting process.
Thank You.
Accepted: Stephen Kanipe, Chief Building Official
Signature:_____________________________ Date: ____________________________
Accepted: Chris Bendon, Community Development Director
Signature:_____________________________ Date: ____________________________
Z-Group Architects, P.C. • 411 East Main Street, Aspen, CO. 81611 • Telephone: 970-925-1832 • Fax: 970-925-1371
Randy Henrie
Architect
7Lj
THE CITY OF ASPEN
Land Use Application
Determination of Completeness
Date: August 7, 2015
Dear City of Aspen Land Use Review Applicant,
We have received your land use application for a 8040 Greenline Review Exemption and
reviewed it for completeness.
❑ Your Land Use Application is incomplete:
Please submit the following missing submission items so that we may begin reviewing your
application. No review hearings will be scheduled until all of the submission contents listed
above have been submitted and are to the satisfaction of the City of Aspen Planner reviewing
the land use application.
JEl, Your Land Use Application is complete:
" If there are not missing items listed above, then your application has been deemed complete.
Please submit the following to begin the land use review process.
• Fee deposit of $2225
• Digital copy of application materials
• l 1x17 copy ofplans
Other submission items may be requested throughout the review process as deemed necessary by
the Community Development Department. Please contact me at 429-2741 if you have any
questions.
Than Your
iller int k, Planner Technician
ity of A , Community Development Department
For Office Use Only: Qualifying Applications:
Mineral Rights Notice Required New PD
Yes No — Subdivision, or PD (creating more than 1 additional lot) .„ A
GMQS Allotments Residential A JA Affordable Housing PJ /t
Yes No --- Commercial ll! A E.P.F. A) k Lodging /VA
Z-Group Architects, P.C. • 411 East Main Street, Aspen, CO. 81611 • Telephone: 970-925-1832 • Fax: 970-925-1371
July 29, 2015
RE: Fifth Avenue Condominiums
800 South Mill St.
Aspen CO 81611
Subject: Land Use Application, 8040 Greenline Exemption
This 48-year-old Aspen condominium complex composed of 4 wood-frame buildings and associated
exterior stairs and balconies is in acute need of rehabilitation. This project’s primary goal is to improve the
Health, Life Safety and Welfare of the public, users, and occupants of this residential complex.
Phasing: This project was previously planned to be constructed under two separate permits. Improvements
to Buildings A & B (Phase 1) are Permitted and currently under Construction for 2015. Improvements to
Buildings C & D (Phase 2) are scheduled for 2016. However, due to an emergency repair situation, a portion
of Phase 2 work is in immediate need of attention. This emergency concerns a failing timber retaining wall on
the east side of the complex.
Phase 2 and the Retaining Wall Replacement project fall within the 8040 Greenline. This Land Use Application
for 8040 Greenline Exemption is intended to be applicable to both Phase 2 and the Retaining Wall
Replacement. As such, the Application includes drawings and information for the Phase 2 work as well as an
additional set for the Retaining Wall Replacement.
Primary Issues:
General
The wood stair towers are failing structurally, are too narrow to meet Code, they have inadequate handrail
clearance, and they have been recently but temporarily reinforced. There are also numerous site concrete
cracking and spalling issues, and building siding is aging and has multiple waterproofing issues.
Timber Retaining Wall
This retaining wall is actively failing, is visibly leaning, and must be repaired as soon as possible.
Proposed Project: The primary construction goal of this project is to rehabilitate the existing stair towers,
balconies & decks, siding & exterior finishes, and associated site work. There is no change of occupancy,
and paths of egress will not be substantially changed.
The proposal is to entirely demolish the existing wood stairs & balcony/decks, and replace them with new
steel and concrete stairs and decks. This is a substantial improvement to the existing conditions and will
Z-Group Architects, P.C. • 411 East Main Street, Aspen, CO. 81611 • Telephone: 970-925-1832 • Fax: 970-925-1371
bring the structures closer to current Code.
It is necessary to widen the stairs and landings to meet current Code. This will
increase by a nominal amount the square footage of these exterior stairs and
decks. This additional square footage is necessary to bring the stairs as close to
current code as possible. There will be no addition of building footprint or habitable
space, and building heights will remain the same.
There are ski lockers associated with each unit of this condominium complex.
Updating the stairs and decks necessitates relocating these exterior storage units.
In no case will there be more than 32 square feet of exterior storage per unit.
It is felt that the proposed work will substantially increase, and is necessary to increase the degree of
Public Safety, Health and Welfare in these existing buildings.
It is hoped that this Land Use Application with corresponding acceptance from the Building Department as it
concerns Life Safety issues, should suffice for Planning and Zoning acceptance and an 8040 Greenline
Exemption, and the project(s) can proceed to the Permit Coordination and Permitting process.
Thank You.
Accepted: Stephen Kanipe, Chief Building Official
Signature:_____________________________ Date: ____________________________
Accepted: Chris Bendon, Community Development Director
Signature:_____________________________ Date: ____________________________
Z-Group Architects, P.C. • 411 East Main Street, Aspen, CO. 81611 • Telephone: 970-925-1832 • Fax: 970-925-1371
Randy Henrie
Architect
14s ~ •
HindmanSanchez
July 31, 2015 Denver Office
David A. Firmin, Esq.
City of Aspen Direct 303.991.2028
Hillary Seminick dfirmin@hindmansanchez.com
Building Department
130 S. Galena
Aspen, CO 81 G 11
Re: Application for Building Permit/Greenline exemption 800 S. Mill St. (Fifth Avenue Condominiums)
Our File No. 0754.0019
Aspen Building Department:
This Certification of Ownership is being provided pursuant to the Pre-Application Conference Summary
dated July 13, 2015 which requires, "the Street Address and legal description of the parcel on which
development is proposed to occur, consisting of a current (no older than G months) certificate from a tide
insurance company, an ownership and encumbrance report, or attorney licensed to practice in the state of
Colorado, listing the names of all owners of the property, all mortgages, judgment, liens, easements,
contacts, and agreements affecting the parcel, and demonstrating the owners right to apply for the
Development Application. This letter is being provided in response to this requirement.
Attorney: The undersigned attorney, David A. Firmin, is currently licensed to practice in the State of
Colorado and is in good standing having a registration number of 29988.
Street Address: The Street address of the Property is 500 S. Mill Street, Aspen, CO 81611
Leal Description: The General Common Elements, Buildings A, B, C and D, Fifth Avenue (A
Condominium), according to the Condominium Map recorded January 10, 1965 in Plat Book 3, Page 59
and First Supplement recorded January 19, 1967 in Plat Book 3 at Page 122 and according to the Second
Supplement to Map of Fifth Avenue Recorded December 5, 1967 in Plat Book 3 at Page 257 and as defined
and described in Condominium Declaration for Fifth Avenue Recorded December 1, 1965 in Book 217 at
Page 172 and First Supplement Recorded February 7, 1967 in Book 225 at Page 379 and Second
Supplement Recorded December 1, 1967 in Book 230 at Page 518.
Owner: The Owner of the above described property is Fifth Avenue Condominium Association, a Colorado
Non-profit Corporation as set forth in the Property Information Binder Number ABS 62006885 issued by
Land Title Guarantee Company which is attached hereto. (Attachment No. 1)
Mortgagees: There are currently no mortgages encumbering the Property. However, of record is a
"Financing Statement" with ANB, the Securing Party, recorded July 1G, 2015 at Reception No. 621570, in
the real property records of Pitkin County. This financing statement, however, does not encumber the
Property, but rather the right to receive common ~pense assessments.
Judgments: As of July 30, 2015, there are no judgment liens of record.
Liens: As of July 30, 2015, there are no liens of record.
HindmanSanchez ec. Attorneys ut l,am ~ Denver ~ Lnvelnnd ~ Colorado Springs ~ Nashville
5610 Ward Road, Suite 300, Arvada, Colorado 80002-1310 Tel 303.432.8999 Free 800.809.5242 Fair 303.432.0999 www.hindmansanchez.com
HindmanSanchez
Page 2
City of Aspen
July 31, 2015
Easements: The following easements encumber the property.
Right of Way for ditches or canals constructed by the authority of the United States as reserved in
United States Patent Recorded May 2, 1949 in Book 175 at Page 177 and recorded May 2, 1949 in Book 175
at Page 208 and recorded may 20, 1949 in Book 175 at Page 202.
Easements contained in those certain Restrictive Covenants recorded December 1, 1965 in Book
217 at Page 172 as amended in that instrument recorded February 7, 1967 in Book 225 at Page 379 and as
amended in that instrument recorded December 1, 1967 in Book 230 at Page 518. These are undefined
easements for utilities which utilities are required to be buried.
Grant of Easement between Fifth Avenue Condominiums and Comcast as evidenced by that
easement dated November 1, 2009 and recorded August 24, 2010 at Reception No. 572967.
Easements depicted on the Improvement and Topo~aphical Survey Plat of Fifth Avenue
Condominiums recorded at Book 105 at Page 38. (The Survey Plat is attached hereto as Attachment 2).
Contracts and Agreements: As of July 30, 2015, other than a Contract for Water Service recorded on
September 15, 1966 at Book 222, Page 54 providing for the delivery of water to the Project, there are no
agreements or contracts affecting the land of record. However, new contracts will be entered into upon
approval of the project.
Evidence of Authority: The Association is the association identified at Paragraph 2, (h) of the Declaration
of Condominium for Fifth Avenue (a Condominium). Pursuant to the Articles of Incorporation of Fifth
Avenue Condominiums and the Colorado Common Interest Ownership Act codified at CRS 38-333-101 et.
seq., specifically CRS 38-33.3-302, the Association is charged with the management, maintenance and
repair of the common elements within the community, including the buildings and all surrounding land
encumbered by the Declaration. As such, the owner if fully empowered to enter into and apply for the
work defined in the 800 S. Mill Street application.
Please feel free to contact this office with any questions you may have.
Sincerely,
-,
;~
`~' -.._ .
David A. Firmin, Esq.
HindmanSanchez P.C.
DAF/daf
Enc.
c: Board of Directors, Fifth Avenue Condominium Association
OG 175386. DOCX
Land Title Guarantee Company
CUSTOMER DISTRIBUTION
Date: July 30, 2015 Our Order Number: ABS62006885
ProperryAddress:800 SMILL STREET, ASPEN, CO 81611
HINDMAN SANCHEZ P.C.
5610 WARD RD #300
ARVADA, CO 80002
If you have any inquiries or require further assistance, please contact Commercial Title Dept.
Phone: 970-248-3883
Property Information Binder
CONDITIONS AND STIPULATIONS
1. Definition of Terms
The following terms when used in this Binder mean:
(a) "Land": The land described, specifically or by reference, in this Binder and improvements affixed thereto which by law
constitute real property;
(b) "Public Records"; those records which impart constructive notice of matters relating to said land;
(c) "Date": the effective date;
(d) "the Assured": the party or parties named as the Assured in this Binder, or in a supplemental writing executed by the
Company;
(e) "the Company" means Old Republic National Title Insurance Company, a Minnesota stock company.
2. Exclusions from Coverage of this Binder
The company assumes no liability including cost of defense by reason of the following:
(a) Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or
assessments on real property or by the Public Records; taxes and assessments not yet due or payable and special
assessments not yet certified to the Treasurer's office.
(b) Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights,
claims or title to water.
(c) Title to any property beyond the lines of the Land, or title to streets, roads, avenues, lanes, ways or waterways on which
such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any other structure or improvement; or any
rights or easements therein unless such property, rights or easements are expressly and specifically set forth in said
description.
(d) Mechanic's lien(s), judgments) or other lien(s).
(e) Defects, liens, encumbrances, adverse claims or other matters: (a) created, suffered or agreed to by the Assured;
(b) not known to the Company, not recorded in the Public Records as of the Date, but known to the Assured as of
the Date; or (c) attaching or creating subsequent to the Date.
3. Prosecution of Actions
(a) The Company shall have the right at its own costs to institute and prosecute any action or proceeding or do any other act
which in its opinion may be necessary or desirable to establish or confirm the matters herein assured; and the Company
may take any appropriate action under the terms of this Binder, whether or not it shall be liable thereunder and shall not
thereby concede liability or waive any provision hereof.
(b) In all cases where the Company does not institute and prosecute any action or proceeding, the Assured shall permit the
Company to use, at its option, the name of the Assured for this purpose. Whenever requested by the Company, the Assured
shall give the Company all reasonable aid in prosecuting such action or proceeding, and the Company shall reimburse the
Assured for any expense so incurred.
4. Notice of Loss -Limitation of Action
A statement in writing of any loss or damage for which it is claimed the Company is liable under this Binder shall be
furnished to the Company within sixty days after such loss or damage shall have been determined, and no right of action
shall accrue to the Assured under this Binder until thirty days after such statement shall have been furnished, and no
recovery shall be had by [he Assured under this Binder unless action shall be commenced thereon with two years after
expiration of the thirty day period. Failure to furnish the statement of loss or damage or to commence the action within the
time herinbefore specified, shall be conclusive bar against maintenance by the Assured of any action under this Binder.
5. Option to Pay, Settle or Compromise Claims
The Company shall have the option to pay, settle or compromise for or in the name of the Assured any claim which could
result in loss to the Assured within the coverage of this Binder, or to pay the full amount of this Binder. Such payment or
tender of payment of the full amount of the Binder shall terminate all liability of the Company hereunder.
Copyright 2006-2013 American Land Title Association. All rights reserved. The use of this form is restricted to ALTA licensees and ALTA members in good
standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association.
6. Limitation of Liability -Payment of Loss
(a) The liability of the Company under this Binder shall be limited to the amount of actual loss sustained by the Assured
because
of reliance upon the assurances herein set forth, but in no event shall the liability exceed the amount of the liability
stated on the face page hereof.
(b) The Company will pay all costs imposed upon the Assured in litigation carried on by the Company for the Assured, and
all costs and attorneys' fees in litigation carried on by the Assured with the written authorization of the Company.
(c) No claim for loss or damages shall arise or be maintainable under this Binder (1) if the Company after having received
notice of any alleged defect, lien or encumbrance not shown as an Exception or excluded herein removes such defect, lien
or encumbrance within a reasonable time after receipt of such notice, or (2) for liability voluntarily assumed by the Assured
in settling any claim or suit without written consent of the Company.
(d) All payments under this Binder, except for attorney's fees as provided for in paragraph 6(b) thereof, shall reduce the
amount of the liability hereunder pro tanto, and no payment shall be made without producing this Binder or an acceptable
copy thereof for endorsement of the payment unless the Binder be lost or destroyed, in which case proof of the loss or
destruction shall be furnished to the satisfaction of the Company.
(e) When liability has been definitely fixed in accordance with the conditions of this Binder, the loss or damage shall be
payable within thirty days thereafter.
Subrogation Upon Payment or Settlement
Whenever the Company shall have settled a claim under this Binder, all right of subrogation shall vest in the Company
unaffected by any act of the Assured, and it shall be subrogated to and be entitled to all rights and remedies which the
Assured would have had against any person or property in respect to the claim had this Binder not been issued. If the
payment does not cover the loss of the Assured, the Company shall be subrogated to the rights and remedies in the
proportion which the payment bears to the amount of said loss. The Assured, if requested by the Company, shall transfer to
the Company all rights and remedies against any person or property necessary in order to perfect the right of subrogation,
and shall permit the Company to use the name of the Assured in any transaction or litigation involving the rights or remedies.
8. Binder Entire Contract
Any action or actions or rights of action that the Assured may have or may bring against the Company arising out of the
subject matter hereof must be based on the provisions of this Binder. No provision or condition of this Binder can be waived
or changed except by a writing endorsed or attached hereto signed by the President, a Vice President, the Secretary, an
Assistant Secretary or other validating officer of the Company.
9. Notices. Where Sent
All notices required to be given the Company and any statement in writing required to be furnished the Company shall be
addressed to it at 400 Second Avenue South, Minneapolis, Minnesota 55401, (612) 371-1111.
10. Arbitration
Unless prohibited by applicable law, either the Company or the insured may demand arbitration pursuant to the Title
Insurance Arbitration Rules of the American Arbitration Association.
ANTI-FRAUD STATEMENT: Pursuant to CRS 10-1-128(6)(a), it is unlawful to knowingly provide false, incomplete or misleading facts or information to
an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of
insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading
facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a
settlement or award payable from insurance proceeds shall be reported to the Colorado division of insurance within the department of regulatory
agencies.
This anti-fraud statement is affixed and made a part of this policy.
Issued through the Office of:
LAND TITLE GUARANTEE COMPANY
3033E 1ST AVE #600
DENVER, CO 80206
303-850-4165
✓~~ ~ ~~ w
John E. Freyer, President
ctib.covecodt
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
a Stock Company
400 Second Avenue South
Minneapolis, Minnesota 55401
612) 371-1111
`~ o~p,~. T17~~~~
-.:.~~ ~* s-,_~* ~:
- v ~ * z
J * ~ f~ _
m fi
:, ~~,~ * * * ado;
•~ p>O ~Nd .••
r'~ ~
Mark Bilbrey, President
Rande Yeager, Secretary
Land Title Guarantee Company Representing Old Republic National Title Insurance Company
PROPERTY INFORMATION BINDER
Order Number: ABS 62006885
Policy Number: PIB62006885.1093779
Liability: $50,000.00
Fee: $500.00
Subject to the exclusions from coverage, the limits of liability and other provisions of the Conditions
and Stipulations hereto annexed and made a part of this Binder,
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
a Corporation, herein called the Company,
GUARANTEES
HINDMAN SANCHEZ P.C.
Herein called the Assured, against loss, not exceeding the liability amount stated above, which the
assured shall sustain by reason of any incorrectness in the assurance which the Company hereby
gives that, according to the public records as of July 24, 2015 at 5:00 P.M.
1. Title to said estate or interest at the date hereof is vested in:
FIFTH AVENUE CONDOMINIUM ASSOCIATION, A COLORADO NON-PROFIT CORPORATION,
ON BEHALF OF THE INDIVIDUAL VESTED OWNERS OF EACH CONDOMINIUM UNIT,
BUILDINGS A, B, C AND D, FIFTH AVENUE (A CONDOMINIUM), ACCORDING TO THE
CONDOMINIUM MAP RECORDED JANUARY 10, 1965 IN PLAT BOOK 3 AT PAGE 59 AND
FIRST SUPPLEMENT RECORDED JANUARY 19, 1967 IN PLAT BOOK 3 AT PAGE 122 AND
ACCORDING TO THE SECOND SUPPLEMENT TO MAP OF FIFTH AVENUE RECORDED
DECEMBER 5, 1967 IN IN PLAT BOOK 3 AT PAGE 257 AND AS DEFINED AND DESCRIBED IN
CONDOMINIUM DECLARATION FOR FIFTH AVENUE RECORDED DECEMBER 1, 1965 IN
BOOK 217 AT PAGE 172 AND FIRST SUPPLEMENT RECORDED FEBRUARY 7, 1967 IN BOOK
225 AT PAGE 379 AND SECOND SUPPLEMENT RECORDED DECEMBER 1, 1967 IN BOOK 230
AT PAGE 518. COUNTY OF PITKIN, STATE OF COLORADO.
2. The estate or interest in the land hereinafter described or referred to covered by this Binder
is:
A FEE SIMPLE
3. The land referred to in this Binder is situated in the State of Colorado, County of
Pitkin, described as follows:
THE GENERAL COMMON ELEMENTS, BUILDINGS A, B, C AND D, FIFTH AVENUE (A
CONDOMINIUM), ACCORDING TO THE CONDOMINIUM MAP RECORDED JANUARY 10, 1965
IN PLAT BOOK 3 AT PAGE 59 AND FIRST SUPPLEMENT RECORDED JANUARY 19, 1967 IN
PLAT BOOK 3 AT PAGE 122 AND ACCORDING TO THE SECOND SUPPLEMENT TO MAP OF
FIFTH AVENUE RECORDED DECEMBER 5, 1967 IN IN PLAT BOOK 3 AT PAGE 257 AND AS
DEFINED AND DESCRIBED IN CONDOMINIUM DECLARATION FOR FIFTH AVENUE
Land Title Guarantee Company Representing Old Republic National Title Insurance Company
PROPERTY INFORMATION BINDER
Order Number: ABS 62006885
Policy Number: P1B62006885.1093779
RECORDED DECEMBER 1, 1965 IN BOOK 217 AT PAGE 172 AND FIRST SUPPLEMENT
RECORDED FEBRUARY 7, 1967 IN BOOK 225 AT PAGE 379 AND SECOND SUPPLEMENT
RECORDED DECEMBER 1, 1967 IN BOOK 230 AT PAGE 518.
COUNTY OF PITKIN, STATE OF COLORADO.
4. The following documents affect the land:
1) RIGHT OF PROPRIETOR OFAVEIN OR LODE TO EXTRACT AND REMOVE HIS ORE
THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS
RESERVED IN UNITED STATES PATENT RECORDED MAY 02, 1949, IN BOOK 175 AT PAGE 177,
RECORDED MAY 2, 1949 IN BOOK 175 AT PAGE 208, AND RECORDED AUGUST 26, 1949 IN BOOK
175 AT PAGE 299
2) RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE
UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED IN MAY 2, 1949 BOOK 175
AT PAGE 177 AND RECORDED MAY 2, 1949 IN BOOK 175 AT PAGE 208 AND RECORDED MAY 20,
1949 IN BOOK 175 AT PAGE 202.
3) RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER
CLAUSE, AS CONTAINED IN INSTRUMENT RECORDED APRIL 13, 1964, IN BOOK 206 AT PAGE 436
AND AS AMENDED IN INSTRUMENT RECORDED JANUARY 29, 1965, IN BOOK 211 AT PAGE 344.
4) RESTRICTIVE COVENANTS, WHICH DO NOT CONTAIN A FORFEITURE OR REVERTER
CLAUSE, BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR,
RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN UNLESS AND ONLY TO THE
EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE
UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST
HANDICAPPED PERSONS, AS CONTAINED IN INSTRUMENT RECORDED DECEMBER 01, 1965, IN
BOOK 217 AT PAGE 172 AND AS AMENDED IN INSTRUMENT RECORDED FEBRUARY 07, 1967, IN
BOOK 225 AT PAGE 379 AND AS AMENDED IN INSTRUMENT RECORDED DECEMBER 01, 1967, IN
BOOK 230 AT PAGE 518.
5) TERMS, CONDITIONS AND PROVISIONS OF CONTRACT FOR WATER SERVICE RECORDED
SEPTEMBER 15, 1966 IN BOOK 222 AT PAGE 547.
6) EASEMENTS, RIGHTS OF WAY AND OTHER MATTERS AS SET FORTH ON THE
CONDOMINIUM MAP RECORDED JANUARY 10, 1965 IN PLAT BOOK 3 AT PAGE 59 AND FIRST
SUPPLEMENT TO CONDOMINIUM MAP RECORDED FEBRUARY 8, 1967 IN PLAT BOOK 3 AT PAGE
122 AND SECOND SUPPLEMENT TO CONDOMINIUM MAP RECORDED DECEMBER 5, 1967 IN PLAT
BOOK 3 AT PAGE 257.
7) TERMS, CONDITIONS AND PROVISIONS OF EASEMENT RECORDED AUGUST 24, 2010 AT
RECEPTION NO. 572967.
8) EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON
Land Title Guarantee Company Representing Old Republic National Title Insurance Company
PROPERTY INFORMATION BINDER
Order Number: ABS 62006885
Policy Number: P1B62006885.1093779
THE PLAT OF IMPROVEMENT & TOPGRAPHICAL SURVEY RECORDED DECEMBER 06, 2013
UNDER RECEPTION NO. 606454.
9) FINANCING STATEMENT WITH ANB BANK, THE SECURED PARTY, RECORDED JULY 16, 2015,
UNDER RECEPTION NO. 621570.
10) DISBURSER'S NOTICE WAS RECORDED JULY 13, 2015, UNDER RECEPTION NO. 621461.
11) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET
FORTH AND GRANTED IN GRANT OF EASEMENT RECORDED APRIL 25, 2014 UNDER RECEPTION
NO. 609768.
12) TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET
FORTH AND GRANTED IN ZONING REVIEW RECORDED MARCH 19, 2015 UNDER RECEPTION NO.
618295.
NOTE: THIS BINDER DOES NOT REFLECT THE STATUS OF TITLE TO WATER RIGHTS OR
REPRESENTATION OF SAID RIGHTS, RECORDED OR NOT.
NOTE: THIS BINDER IS NOTA REPORT OR REPRESENTATION AS TO MINERAL INTERESTS, AND
SHOULD NOT BE USED, OR RELIED UPON, IN CONNECTION WITH THE NOTICE REQUIREMENTS
THAT ARE SET FORTH IN CRS 24-65.5-103.
NOTE: ADDITIONAL UPDATES TO THE EFFECTIVE DATE OF THE BINDER MAY BE REQUESTED BY
THE PROPOSED INSURED. ONE UPDATE IS INCLUDED WITH THIS BINDER AT NO ADDITIONAL
COST. ANY ADDITIONAL UPDATES WILL BE ISSUED AT THE COST OF $125 PER UPDATE. FOR
EACH UPDATE PROVIDED, A REVISED BINDER WILL BE ISSUED SHOWING A NEW EFFECTIVE
DATE AND ANY MATTERS RECORDED SINCE THE EFFECTIVE DATE OF THE PREVIOUS BINDER.
COND4MlNlUM MAP of FIFTH AVENUEisa' (w x'odrlE~r_'.. .< _~~e.~a' (wi>_o'1'wl _ ____ao lr ri•rsip~- _"_ -r--_a l ~ I 1i Q "'1oI niv 1 I w~..r - 1UN11 IBS I UWT ~{DC~wnrG • ~ I,,yrr M~T~ W wU u1T 9 O I uMT •~ =i .. ~..a, VNIT 10 I VNIT 11~ i `~e .mane. i «"~`oo..`o~•~m'a~1 L II N1 uN~r 7e'^taw~.~rwc►w+~rnn oVNIT TI~~T rLL1oe w~ u~+~~ ~2.rc---=~'E -------~i ,i"~_'__'__"' —t==~-------~ -------I_____L__'I-~_r__-+I a•;~ ~ ,' S~ r;,T ~ ; i '_i--2----11 1 ft ~_ -_ 1 ~ Ii~F ~ DS.w _L_~~—~.....~ o.. ~♦wi ^I I f^I 1VN~~ 4 -OI ' UDR Z I VMIT 1¨g I M@~~`qwt ~ I ; loM~~ ~`o w ~a+wanwG ow ~z o :~~I `I ' =VM`TT~ R i VNIT ~~w~YtM+4NCOrC X100j I ~ 1 I Ncoro ~~ae~` ' ur.~ r~ '~ -o i U L D N ~ A• ___'_F__ I_-___ ~_ T__'_' Lam— I~ ' —' ' _.'"_" "_ —_-_--__'_--__~j~~ —_-+-} • _• ~L _SO. S' (M~t'Oo~v/~-~~. s~i 17.1' (w 11•~W1~10~E:f~Lt o? __~~rs[E aw 2 ~ fFLOOR >~~.+1 JlHWt.e~f~~H•uaE ~.• .~~._w. .a...a ~+.~.na~.. wr.v uuc~.w~.ww.o~w~rPAGE l'. _. *" 1Af:~: V~OW NE 4~S CERTIFICATE ~ - ~--- ~mac......... ~.ae ...s o.m..~. m.."'v~`....:~w: ~>canu~a'w _n .w~ e _'.. s e cow" : o. aw ~ ws 41.M .wo K.ou r r,.. i»w ~w....e...........w...+ ~~ ow e.~....uaY . ,r «..i.~.~~.~. .l 'fte :'`~.ARCHITECT'S CE RTI FtGATE..~e e..~».u. ....w w.. _.. 1.T..• o. ~..e.~.e __k'~ f li.C.P ~~ I'ua. a. yam, c..~. '.o .Wc..".x..~7" ~v ,•'ay= =x.311 r...~ ~. mow. L"G~. w'~' ~—~ s r e Oaa~mr ~ 1~~~~ /~ iiiw'"4U2VEYOR~S CERTI FIC4TEJ c... r co-rry w wr~~aS ~ ~ ~v ~u ~ a w ~... ~u~ ro4w .~wo~/e~"~rv~w eM-~r rw ~s~ a r~+r+~. Gr~t~. CweRra Ytr ~w~~y~~~nu ~w u~ wwr.~u~ w ~r~r~ w+ • ~WLr ~ ~3.4~s-.~~
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P.O. Box 9554Aspen Colorado, 81612ph: (970)948-7474 f:(866)876-5873
S MILL ST
C5, C7, AND C9 UPDATED AND ADDED
IIIII
PRELIMINARY NOT FOR CONSTRUCTION
PRELIMINARY NOT FOR CONSTRUCTION1'-6"1'-6"RETAINING WALL@ 3/4"=1'-0"140181212"
CLR.1'-0"T. WALLSEE PLANCONC SLAB & REINF.SEE PLAN#5 HORIZ.@ 16" O.C.#5 VERT.@ 8" O.C.#5 DOWEL x 36"@ 8" O.C. 12"PROVIDE2x4 KEY# 5 LONGIT.@ 16" O.C.1 12"CLR.VOIDFORMMICRO- PILESBY OTHERS112"
CLR.SEE PLANT. FTG.SEEPLAN1'-6"TOE SIDE RETAINING WALL@ 3/4"=1'-0"140182212" CLR.1'-0"1'-6"T. WALLSEE PLAN2- #5 x CONT.@ TOP & BOT.#5 HORIZ.@ 16" O.C.#5 VERT.@ 8" O.C.#5 DOWEL x 36"@ 8" O.C. 24"PROVIDE2x4 KEY# 5 LONGIT. @ 16" O.C.VOIDFORMMICRO- PILESBY OTHERS112"
CLR.SEE PLANSEEPLANSEEPLAN2- #5 x CONT.@ TOP & BOT.THRESHOLD @ STAIR@ 3/4" = 1'-0"134"CLR.1 12"
CLR
140183SEE PLAN FORSLAB & REINF 30"#4 DOWELS x 12"@ 16" O.C. DRILL &EPOXY 5 1/2" MIN.INTO TOP OF WALLT. WALLSEE PLANT. SLABSEE PLAN#4 @ NOSESEE DET. 1/S3.1FOR WALL &REINFORCING3- 1/2"Ø EXP. BOLTS x5" MIN. EMBED3/4" x 10" x 10" STEELBASEPLATE W/4- 1/2"Ø A. BOLTSW- SECTION COLUMNSEE PLANCHAMFER EDGESOF PIER PER ARCH# 3 TIES@ 10" O.C.4- #5 VERT.1"± NON- SHRINKGROUT4- #5 DOWELS x 24" 6"T. PIERSEE PLANT. FTG.SEE PLAN1'-0"
3"
CLR.PIER & FOOTING DETAIL@ 3/4" = 1'-0"1401851/4112"CLR.SQUARE CONC.PIER, SEE PLAN3/8" BENTSTEEL PL.SEE ARCH.FOR DIMS.PROVIDE 1" Ø HOLES@ 16" 0.C. FOR DRILL& EPOXY DOWELS# 5 TRANSV.@ 16" O.C.BATTER PIER ASREQ'D TO RESISTHORIZ. FORCE4 k/ft8 k/ft5 k/ft5 k/ft9 k/ft5 k/ftBATTER PIER ASREQ'D TO RESISTHORIZ. FORCET. SLABSEE PLAN1 12"CLR.@ 1 1/2"= 1'-0"STAIR LANDING @ STRINGER1401861/2" x 2" STEEL BOT. RAILWELDED TO STRINGER1/4" x 2" STEELBALLISTERS @ 4" O.C.TS 2 1/2"x1 1/2"x3/16"TOP RAILL 2x2x1/4 x 8"SHELF ANGLETS STRINGERSEE PLAN1/43 @ 12"3/163/163/16STL. COL.SEE PLAN2- 3/8"x7"x7"STL. PLATES2- 3/4" ØTHRU BOLTS1/43/163/16STRINGER CONN. @ WALL4@ 1 1/2=1'-0"14018@ 1 1/2"= 1'-0"STAIR STRINGER @ STEP1401871/2" x 2" STEEL BOT. RAILWELDED TO STRINGER1/4" x 2" STEELBALLISTERS @ 4" O.C.TS 2 1/2"x1 1/2"x3/16"TOP RAILPRE- CAST CONC. TREADSBY OTHERSEMBED PLATE FOR TREAD CONN.BY TREAD MANUFACTURERL 2x2x1/4 x 8"SHELF ANGLETS STRINGERSEE PLAN3/166"1/43 @ 12"3/163/163/16@ 1 1/2"= 1'-0"STAIR STRINGER @ WALL1401881/2" x 2" STEEL BOT. RAILWELDED TO STRINGER1/4" x 2" STEELBALLISTERS @ 4" O.C.TS 2 1/2"x1 1/2"x3/16"TOP RAILPRE- CAST CONC. TREADSBY OTHERSEMBED PLATE FOR TREAD CONN.BY TREAD MANUFACTURERL 2x2x1/4 x 8"SHELF ANGLE3/166"1/43 @ 12"3/163/163/16# 5 TRANSV.@ 8" O.C. W/STD. HOOKINTO WALL(E) T.WALL(V.I.F.)TS STRINGERSEE PLANGENERAL NOTESFIFTH AVE. CONDOS07/13/15A.DESIGN LIVE LOADS1. SNOW 75 psf2. COMMERCIAL 100 psfPRIVATE RESIDENTIAL SPACE 40 psf3. WIND: BASIC WIND SPEED 90 mphEXPOSURE B .4. SEISMIC CATEGORY C .B.DESIGN CODES1. INTERNATIONAL BUILDING CODE (2009)2. ACI BUILDING CODE (ACI 318-05)3. AISC STEEL CONSTRUCTION MANUAL (9th EDITION)4. AITC TIMBER CONSTRUCTION MANUAL (4th EDITION)C.SPECIAL INSPECTIONSPECIAL INSPECTION REQUIREMENTS LISTED BELOW ARE BASED ON THEREQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING CODE. THE REQUIREMENTSARE TO BE ENFORCED BY THE LOCAL BUILDING OFFICIAL. THE OWNER SHALL RETAINTHE "INDEPENDENT INSPECTOR" AS REQUIRED BY CHAPTER 17 OF THE IBC AND THELOCAL BUILDING OFFICIAL. THE REQUIREMENTS LISTED BELOW ARE BASED ON ASTRICT INTERPRETATION OF THE IBC AND MAY NOT BE REQUIRED BY THE LOCALBUILDING OFFICIAL BASED ON EXCEPTIONS LISTED IN IBC SECTION 1704.1.CONCRETE - SHALL BE IN ACCORDANCE WITH TABLE 1704.4, EXCEPT SPECIALINSPECTION IS NOT REQUIRED FOR TYPICAL FOUNDATIONS FOR BUILDINGS LESS THAN3 STORIES WITH R-3 OCCUPANCY, UNLESS REQUIRED BY BUILDING OFFICIAL, BUTCONCRETE MATERIAL SAMPLING SHALL STILL BE PERFORMED, DESIGN OF EMBEDDEDANCHOR BOLTS HAVE NOT BEEN INCREASED PER SECTION 1911.5, THUS NOTREQUIRING SPECIAL INSPECTION.STRUCTURAL STEEL - SPECIAL INSPECTION SHALL BE PER TABLE 1704.3. ALL BOLTEDCONNECTIONS ARE BEARING TYPE CONNECTIONS, UNLESS NOTED OTHERWISE,REQUIRING PERIODIC SPECIAL INSPECTION. SPECIAL INSPECTION IS NOT REQUIREDFOR BOLTS LABELED AS "A307" ON THE STRUCTURAL PLANS. ALL FIELD WELDS REQUIRECONTINUOUS SPECIAL INSPECTION, EXCEPT SINGLE PASS FILLET WELDS LESS THAN5/16", WHICH ONLY REQUIRE PERIODIC INSPECTION. SPECIAL INSPECTION IS NOTREQUIRED FOR FABRICATION WHICH OCCURS ON THE PREMISES OF AN "APPROVEDFABRICATOR" AS DEFINED IN IBC SECTION 1704.2.2.MECHANICAL CONCRETE FASTENERS (EXPANSION AND SCREW TYPE) REQUIRE ONLYPERIODIC INSPECTION PER IBC SECTION 1704.15.EPOXY TYPE CONCRETE FASTENERS SHALL BE INSPECTED IN ACCORDANCE WITHMANUFACTURERS RECOMMENDATIONS.SPECIALTY SYSTEMS SUBMITTED SUCH AS, BUT NOT LIMITED TO CARBON FIBERREINFORCING, MICRO-PILE FOUNDATION ELEMENTS, HELICAL PIERS, AND OTHERSPECIALTY COMPONENTS WHERE THE DESIGN IS PERFORMED BY ANOTHER LICENSEDENGINEER, SHALL BE INSPECTED IN ACCORDANCE WITH THE RECOMMENDATIONS BYTHE LICENSED ENGINEER FOR THAT COMPONENT.D.FOUNDATIONBUILDING FOUNDATION SYSTEM HAS BEEN DESIGNED USING AN ASSUMED MAXIMUMALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF AND A PASSIVE EQUIVALENT FLUIDLATERAL EARTH PRESSURE OF 45 PCF. FOOTINGS SHALL BE PLACED ON UNDISTURBEDSOIL. SOILS ARE ASSUMED TO BE UNIFORM, NON-EXPANSIVE, AND NON-COMPRESSIVE.THE OWNER SHALL RETAIN A SOILS ENGINEER TO INSPECT THE BEARING SOILSEXPOSED DURING EXCAVATION TO VERIFY ASSUMPTIONS AND TO SUBMIT A WRITTENREPORT. NO FOOTINGS SHALL BE POURED UNTIL A VERBAL SUMMARY HAS BEEN GIVENTO THE STRUCTURAL ENGINEER BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALLALSO BE CONSULTED BY THE OWNER IN REGARDS TO POSSIBLE FOUNDATIONDRAINAGE REQUIREMENTS AND ANY ADDITIONAL CONSTRUCTION REQUIREMENTSAFFECTED BY SOILS.E.FOUNDATIONBUILDING TO BE FOUNDED ON A FOUNDATION SYSTEM DESIGNED FOR A MAXIMUMALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF AND A PASSIVE EQUIVALENT FLUIDLATERAL EARTH PRESSURE OF 45 PCF. SPREAD FOOTINGS MUST BEAR ONUNDISTURBED NATURAL SOILS. SEE SOILS INVESTIGATION REPORT NO. 999 999,AUGUST 10, 1995, BY HEPWORTH-PAWLAK GEOTECHNICAL, INC., GLENWOOD SPRINGS,COLORADO, FOR ADDITIONAL SOIL DATA AND CONSTRUCTION REQUIREMENTS. AREPRESENTATIVE OF THE SOILS ENGINEER SHOULD OBSERVE ALL FOOTINGEXCAVATIONS PRIOR TO CONCRETE PLACEMENT TO EVALUATE BEARING CONDITIONS.PROVIDE FOUNDATION DRAIN AND DEWATERING AS RECOMMENDED BY THE SOILSENGINEER.F.SPECIALTY FOUNDATION COMPONENTSMICRO-PILE OR HELICAL PIERS SPECIFIED ON THE PLANS AS DESIGNED BY OTHERS ANDALL ASSOCIATED ACCESSORIES AND CONNECTIONS TO THE PRIMARY FOUNDATIONSYSTEM SHALL BE DESINGED BY A LISCENCED ENGINEER IN THE STATE OF COLORADO.STAMPED DRAWINGS AND CALCULATIONS SHOULD BE SUBMITTED TO THE ENGINEEROF RECORD FOR REVIEW PRIOR TO CONSTUCTION.G.CONCRETECONCRETE HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN ACCORDANCE WITHTHE AMERICAN CONCRETE INSTITUTE BUILDING CODE (ACI 318-95). ALL SLABS ONGRADE AND STRUCTURAL SLABS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF4000 PSI IN 28 DAYS. ALL OTHER CONCRETE SHALL HAVE A MINIMUM COMPRESSIVESTRENGTH OF 3000 PSI IN 28 DAYS. ALL CONCRETE SHALL HAVE A MINIMUM OF 20% FLYASH CONTENT. THE OWNER SHALL ENGAGE A QUALIFIED, INDEPENDENT TESTING ANDINSPECTING AGENCY TO SAMPLE MATERIALS, PERFORM TESTS, AND SUBMIT TESTREPORTS DURING CONCRETE PLACEMENT TO ASSURE THE QUALITY OF THE MATERIALSUSED AND THE ACCURACY OF PLACEMENT. (NOTE: SEE SECTION C OF THE GENERALNOTES FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS.) MECHANICALLYVIBRATE ALL CONCRETE WHEN PLACED EXCEPT SLABS ON GRADE. ALL SLABS ONGRADE SHALL HAVE CONTROL JOINTS (KEYED OR SAW CUT) AT A MAXIMUM 15'-0" ONCENTER EACH WAY UNLESS OTHERWISE SHOWN ON PLAN. REINFORCING BARS SHALLBE ASTM A615 - GRADE 60 (ASTM A706 GRADE 60 SHALL BE USED WHERE REINFORCING ISTO BE WELDED.) NO SPLICES OF REINFORCING SHALL BE MADE AND NO WELDING OFREINFORCING SHALL BE PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THESTRUCTURAL ENGINEER. WHERE APPROVED, ALL WELDING SHALL CONFORM TO AWSD1.4. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 44 BAR DIAMETERS.PROVIDE CORNER BARS OF EQUAL SIZE AND SPACING AROUND ALL CORNERS. PROVIDE2 - #5 BARS WITH A MINIMUM OF 2'-0" PROJECTION BEYOND THE SIDES OF ALL OPENINGSIN WALLS, BEAMS AND SLABS. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORTREINFORCING AT POSITIONS SHOWN ON THE PLANS. WELDED WIRE FABRIC SHALLCONFORM TO ASTM A185. LAP WIRE FABRIC REINFORCEMENT ONE FULL MESH PLUS 2"AT SIDES AND ENDS AND WIRE TOGETHER. ANCHOR BOLTS FOR BEAM AND COLUMNBEARING PLATES SHALL CONFORM TO ASTM A307 AND BE PLACED WITH SETTINGTEMPLATES.H.STEELALL WIDE FLANGE STEEL SHAPES SHALL CONFORM TO ASTM A992. FOR S, M, AND HPSHAPES AND CHANNELS, STEEL SHALL CONFORM TO A36. TUBE COLUMNS SHALLCONFORM TO ASTM A500 (GRADE B) LATEST EDITION. PIPE SHAPES SHALL CONFORM TOASTM A53 (GRADE B). ANGLES AND PLATES SHALL CONFORM TO A36. FIELDCONNECTIONS SHALL BE STANDARD FRAMED BEAM CONNECTIONS WITH MAXIMUMNUMBER OF ASTM A325 3/4" DIAMETER BOLTS TO FIT BEAM IN SINGLE ROW AND SHALLCONFORM TO ASTM A325N, BEARING-TYPE CONNECTION, UNLESS OTHERWISE NOTED.SEE SECTION C OF THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTINGREQUIREMENTS. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTEDIN ACCORDANCE WITH LATEST PROVISIONS OF THE AISC MANUAL OF STEELCONSTRUCTION AND AISC CODE OF STANDARD PRACTICE. SHOP DRAWINGS SHALL BESUBMITTED TO THE ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO FABRICATION.SHOP DRAWINGS SHALL DETAIL EACH BEAM, APPLICABLE CONNECTIONS, LAYOUT, ANDBRACING. USE WELDERS MEETING THE REQUIREMENTS OF THE AWS "STANDARDQUALIFICATION PROCEDURE". COMPLY WITH AWS D1.1 "STRUCTURAL WELDINGCODE." ALL WELDS SHALL BE E70XXLH TYPICAL UNLESS NOTED OTHERWISE. PRIME ALLSTEEL WITH APPROVED PRIMER, UNLESS STEEL WILL RECEIVE SPRAY APPLIEDFIREPROOFING. MEMBERS TO RECEIVE SPRAY APPLIED FIREPROOFING SHALL BEPREPARED PER FIREPROOFING MANUFACTURER'S REQUIREMENTS, CONSULTARCHITECT FOR LOCATIONS REQUIRING FIREPROOFING. TOUCH-UP PAINT ATEXPOSED BOLTS, WELDS, AND ABRADED SHOP PAINT AREAS. DRY PACK OR GROUT FORBEARING PLATES SHALL BE SHRINK RESISTANT EMBECO 153 OR EQUIVALENT.EXPANSION BOLTS, WHERE APPROVED BY ENGINEER, SHALL BE SIMPSON"STRONG-BOLT", HILTI "KWIKBOLT 3", OR APPROVED WEDGE TYPE, INSTALLED INACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. EPOXY BOLTS, WHEREAPPROVED BY ENGINEER, SHALL BE SIMPSON "AT-XP", "SET-XP", HILTI "HIT-150" ORAPPROVED ADHESIVE SYSTEM, INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S REQUIREMENTS. CONCRETE SCREW ANCHORS, WHERE APPROVEDBY ENGINEER, SHALL BE POWERS WEDGE-BOLT ANCHORS, OR APPROVED ANCHORSYSTEM, INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS.SEE SECTION C OF THE GENERAL NOTES FOR SPECIAL INSPECTION AND TESTINGREQUIREMENTS.PLYWOODFOR ROOFS, FLOORS, AND SHEAR WALL SHEATHING SHALL BE APA GRADETRADEMARKED CDX WITH EXTERIOR GLUE. LAY UP PLYWOOD WITH FACE GRAINPERPENDICULAR TO SUPPORTS AND STAGGER JOINTS FOR FLOOR AND ROOFSHEATHING. PLYWOOD OVER DECKING TO BE LAYED PERPENDICULAR TO DECKING.STAGGER JOINTS TO AVOID PLYWOOD EDGE ALONG PLANK EDGE. ALL NAILINGCOMMON NAILS; RING SHANKED FOR ROOF AND FLOOR SHEATHING. REFER TO TABLEBELOW FOR USE REQUIREMENTS:USE THICKNESS SPAN/INDEX EDGE INTERRATIONAILINGNAILINGFLAT ROOF 3/4" 48/24 8d@6"OC 8d@12"OCSLOPED ROOF 5/8" 32/16 8d@6"OC 8d@12"OCFLOOR 3/4" T&G 48/24 8d@6"OC 8d@12"OCOVER T&G DECK'G 1/2" ORIENTED 24/0 5d@4"OC 5d@8"OCSTRAND BOARDSHEAR WALL 1/2" PLYW'D 24/0 8d@4"OC 8d@12"OC1/2" ORIENTED 24/0 10d@3"OC 10d@12"OCSTRAND BOARDALL EDGES OF SHEAR WALL SHEATHING SHALL BE BLOCKED. ORIENTED STRANDBOARD (OSB) SHEATHING MAY BE USED AS AN ALTERNATE TO PLYWOOD WITH PRIORAPPROVAL OF ARCHITECT AND ENGINEER. ORIENTED STRAND BOARD (OSB)SHEATHING SHALL COMPLY NOT LESS THAN TYPE M EXTERIOR GLUE AND SHALL HAVEA SPAN RATING EQUIVALENT TO OR BETTER THAN THE PLYWOOD IT REPLACES.CONTACT STRUCTURAL ENGINEER AND ARCHITECT FOR SUBSTITUTION APPROVALPRIOR TO CONSTRUCTION.STRAND-GUARD LUMBER PLATESZINC BORATE TREATED LAMINATED STRAND LUMBER SILL PLATES CALLED FOR ON THEDRAWINGS AS "STRAND-GUARD" ARE AS MANUFACTURED BY THE WEYERHAEUSERCORPORATION OF BOISE, IDAHO. STRAND-GUARD PLATES SHALL BE INSTALLED INACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. STANDARDGALVANIZED FASTENERS AND HANGERS MAY BE USED, AND TREATMENT OF CUTS ISNOT REQUIRED WITH STRAND-GUARD LUMBER. IF STANDARD PRESSURE TREATEDLUMBER IS TO BE SUBSTITUTED, CONSULT ENGINEER FOR ALTERNATE FASTENER ANDHANGER COATINGS.I. ALL EXISTING CONDITIONS MUST BE VERIFIED BY THE BUILDER IN THE FIELD.UNKNOWN AND VARIED CONDITIONS MAY BE FOUND. NOTIFY THE ENGINEER OF ANYSTRUCTURAL CONDITIONS FOUND TO VARY FROM THAT INDICATED. DESIGNREVISIONS MAY BE REQUIRED, AND ARE EXPECTED AS A PROCESS OF REMODEL WORK.J. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE VERIFIED AGAINST THEARCHITECTURAL AND DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT.K. THE ARCHITECT MUST AUTHORIZE ALL SUBSTITUTIONS. SUCH AUTHORIZATIONDOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCE WITH THE DRAWINGSAND SPECIFICATIONS.L. COORDINATE ALL OPENINGS THROUGH FLOORS, WALLS, AND ROOFS WITH THEMECHANICAL AND ELECTRICAL CONTRACTORS.M. DO NOT BACKFILL AGAINST WALLS UNTIL FLOOR AND ROOF SYSTEMS BRACINGTHOSE WALLS ARE IN PLACE.N. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMEDCONSTRUCTION. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.O. PROVIDE AN LSTA STRAP AT ALL DISCONTINUOUS WALL PLATES. EXTEND STRAP AMINIMUM OF 12” BEYOND INTERRUPTION, EACH SIDE. ANOMALIES MAY INCLUDE:STEEL COLUMNS, MECHANICAL PENETRATIONS, CORNERS, LEVEL/SLOPED PLATETRANSITION, HEAVY TIMBER BACKSPANS, ETC.P. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THEFINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THESTRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BELIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT,ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOTINCLUDE INSPECTION OF THE ABOVE ITEMS NOR WILL THE STRUCTURAL ENGINEER BERESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCESFOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THEPROGRAMS INCIDENT THERETO.Q.COMPOSITE STEEL DECKINGCOMPOSITE FLOOR DECK SHALL BE VLI COMPOSITE FLOOR DECK AS MANUFACTUREDBY VULCRAFT FROM STEEL CONFORMING TO ASTM 446 FOR GALVANIZED DECK.GALVANIZED COATING SHALL CONFORM TO ASTM A525 AND FEDERAL SPECIFICATIONQQ-S-775. ALL COMPOSITE DECK SHALL HAVE A 6X6 W1.4X1.4 WELDED WIRE FABRIC 1"CLEAR FROM TOP OF CONCRETE, UNLESS NOTED OTHERWISE. COLUMN CLOSURES,CLOSURE ANGLES AND POUR STOPS SHALL BE AS RECOMMENDED BY DECKMANUFACTURER TO FURNISH A COMPLETE JOB.DECK SHALL BE WELDED TO SUPPORTS WITH A 5/8" DIAMETER PUDDLE WELD. SPACINGDOES NOT EXCEED 12 INCHES ON CENTER. SIDE LAP ATTACHMENT SHALL NOT EXCEED36 INCHES ON CENTER. ALL WELDING SHALL BE PERFORMED BY WELDERSEXPERIENCED IN LIGHT GAGE STEEL DECK WORK AND SHALL REQUIRE SPECIALINSPECTION. (BUILDER'S OPTION: ENP2 HILTI POWER ACTUATED FASTENERS ATSUPPORTS AND #10 TEK SCREW AT SIDE LAPS. SPACING REQUIREMENTS REMAIN THESAME AS THOSE SET FORTH ABOVE.)R.ENGINEERED STRUCTURAL COMPONENTSSPECIALTY STRUCTURAL COMPONENTS SUCH AS STAIRS, SHADE STRUCTURES, ETC.SHOWN ON THE PLANS AS "DESIGNED BY OTHERS" SHALL BE DESINGED BY A LISCENCEDENGINEER IN THE STATE OF COLORADO. STAMPED DRAWINGS AND CALCULATIONSSHOULD BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TOCONSTUCTION.140183/163/16L3x3x1/4 SUPPORT ANGLEW/ 5/8" Ø EXP. BOLT x 4"EMBED. (MIN. 2 PER STEP)PRE-QUALIFIEDWELD B-U4a9TS STRINGERSSEE PLANBENT STEEL BEAM@ 1 1/2"=1'-0"14018SEE PLAN FORSLAB & REINFT. SLABSEE PLANCONC SLAB & REINF.SEE PLANEXIST'G TIMBER WALLTO BE ABANDONEDT. FTG.SEEPLAN6"6" MIN.SEE
ARCH.6"TS STRINGERSEE PLAN1/2" x 9 1/2" x 12" STL.END PL. W/ 3- 5/8"ØGALV. EXP. BOLTSEMBED 4" INTO CONC.1/4T. WALLSEE PLANT. THRESHOLDSEE PLANS2.1JOB #:ISSUE:SHEET:402 Park Ave, Unit EBasalt, CO 81621970.927.4363 OFFICE970.927.3039 FAXwww.albright‐associates.com14018
SL OT DRAIN - A6
PIPE - A6
1
GRAPHIC SCALE
0 0 5 10 20 40
IN FEET )
I inch = 10 ft.
- 10?015
Cl a OF ASPEN
>tIMMUNITY �'�'v��.�'ME�1T
FHA SE 2
S TRUC TUBE TABL E
STRUCTURE NAME
DETAIL 5:
CA TCH BASIN - Dd
2d" NYL OPL AST CA TCH BASIN
DOWNSPOUT TIE IN - A9
DOWNSPOUT TIE IN WITH CLEANOUT
DOWNSPOUT TIE IN - E2
NULL STRUCTURE
INLET - A7
6' NYL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
INLET - A/0
8"ROUND NYLOPL A5T INLET WITH 8'CATCH SASIN
INLET - Dl
PN rL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
INLET - D2
6" NYL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
INLET - D3
6"N YL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
INLET - D7
6' NYL OPL AST DROP IN GRA TE WITH INCREASER TO 8' CA TCH BASIN
INLET - El
PN rL OPL AST DROP IN GRA TE WI TH INCREASER TO 8" CA TCH BASIN
INLET - Ed
6' NYL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
INLET - E5
6" NYL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
INLET - E5
6" NYL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
INLET - E7
6 " NYL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
INLET - E8
6'N YL OPL AST DROP IN GRA TE WI TH INCREASER TO 8' CA TCH BASIN
SL OT DRAIN - D5
1/2"ZURN Z888-44 SL OT DRAIN WITH BOTTOM OUTLET
SLOT DRAIN - D5
1/2"ZURN Z8884 SLOT DRAIN WITH 80TTOM OUTLET
SLOT DRAIN - E3
1/1"ZURNZ888-d SL OT DRAIN WITHBOTTOM OUTLET
TRENCH DRAIN - A8
6' ZURN Z886 TRENCH DRAIN WITH 2887 CA TCH BASIN
NCH DRAIN TIE IN - CA TCH BASIN - E9
2d X 2d' NYL OPL AST CA TCH 8A SIN - TIE IN ZURN Z886 TRENCH DRAIN WITH BOTTOM OU TL ET
PIPE TABL E 7
NAME
BEARING
L ENG TH
PIPE - 46
573° dd' 23 E
1467'
PIPE - A7
N18' d0' 31"E
25.97'
PIPE - A8
N17° d9' 55"E
16.341'
PIPE - A9
N17` 449' 55 E
/5. d2'
PIPE - A /0
N72° d2' 6'W
501'
PIPE - DI
572* d3' 2/ E
23.23'
PIPE - D2
549' 52' 571E
11.86'
PIPE - D3
N83' //' 42"E
5.1d'
PIPE - Dd
N/6' 21' 18"E
/0.33'
PIPE - 05
N73° 52' 5d'W
3.418'
PIPE - D6
N75' 59' 43'W
7.80'
PIPE - D7
N76° 55' 45"W
5.37'
PIPE - 08
N71 ° 55' 35"W
16.86'
PIPE - D9
Nl9' 55' 03 E
7.dd'
PIPE - D/0
N71' 10' 28'W
5.9/'
PIPE - D11
N13" 56' 20"E
2427'
PIPE - D/2
Nld° Od' 13E
15.419'
PIPE - D/3
N73' 415' 54'W
493'
PIPE - D14
N17° Od' 46"W
29.20'
PIPE - E/
Nl6° 00' 15 E
10.141'
PIPE - E2
N15° 23' 39 E
2448'
PIPE - E3
N18* 06' 22"E
30.85'
PIPE - Ed
N67° l6' 52'W
/8.56'
PIPE - E5
N78° Od' 37'W
/450'
PIPE - E6
N75' 03' 3d'W
20.91'
PIPE - E7
N7d ° 03' 07'W
12.53'
PIPE - E8
N77' 00' 52'W
10.06'
PIPE - E9
N77' 00' 52'W
17.6d'
PIPE - E10
N744 ° 3d' 13'W
/9.70'
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JOB #. 2015-01
CHECKED SK RBG
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CONSTRUCTION