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agenda.council.regular.20201013
1 AGENDA CITY COUNCIL REGULAR MEETING October 13, 2020 5:00 PM, City Council Chambers 130 S Galena Street, Aspen I.CALL TO ORDER II.ROLL CALL III.SCHEDULED PUBLIC APPEARANCES Janice Vos Caudill speaking on the November election IV.CITIZENS COMMENTS & PETITIONS (Time for any citizen to address Council on issues NOT scheduled for a public hearing. Please limit your comments to 3 minutes) City of Aspen invites you to join this Webex meeting. Please call: +1-720-650-7664,,1263102263## United States Toll (Denver) Meeting number (access code): 126 310 2263 Meeting password: 81611 V.SPECIAL ORDERS OF THE DAY a) Councilmembers' and Mayor's Comments b) Agenda Amendments c) City Manager's Comments d) Board Reports VI.CONSENT CALENDAR (These matters may be adopted together by a single motion) VI.A.Resolution #085, Series of 2020 - Nordic Lease Agreement VI.B.Resolution #087, Series of 2020 - Moore Pool Slide Stair Replacement VI.C.Resolution #088, Series of 2020 - Resolution Appointing Assistant City Attorney VI.D.Draft minutes for September 22, 2020 VII.NOTICE OF CALL-UP VIII.FIRST READING OF ORDINANCES 1 2 VIII.A.Ordinance #16, Series of 2020 - Authorization of Kids First Advisory Board IX.PUBLIC HEARINGS IX.A.Resolution #078, Series of 2020 - Policy Resolution - Affordable Housing Goals / Land Use Code Coordination IX.B.Ordinance #13, Series of 2020 - Vacation Rental Business License Regulations X.ACTION ITEMS X.A.Resolution #082, Series of 2020 - Endorsement for Colorado Proposition EE X.B.Resolution #083, Series 2020 - Support for Amendment B the Gallagher Amendment Repeal and Property Tax Assessment Rates Measure X.C.Resolution #086, Series of 2020 - Winter Business Support and Community Development Code Enforcement X.D.Waiver of Outdoor Dining Fees XI.ADJOURNMENT 2 MEMORANDUM TO:Mayor and City Council FROM:Steve Aitken CGCS, Director of Golf THROUGH:Sara Ott, City Manager THROUGH:Jim True, City Attorney THROUGH:Austin Weiss, Parks and Recreation Manager MEMO DATE:September 17, 2020 MEETING DATE:October 13, 2020 RE:Nordic Shop Lease Agreement REQUEST OF COUNCIL:Staff is requesting approval of a new lease agreement with Ute Mountaineer. SUMMARY AND BACKGROUND: Staff requests approval of a 5-year seasonal lease agreement with Ute Mountaineer Inc. for the operation of the Nordic shop at the Aspen Golf Course. The lease months are from November 1 to April 1 of each year, for 5 consecutive years. This new lease agreement will begin November 1, 2020 and end on April 1, 2025. If both the City and Ute Mountaineer agree this lease would automatically renew for an additional 5 years. DISCUSSION: The current Nordic shop lease agreement with Ute Mountaineer expired on April 1, 2020. The Nordic shop lease was put out to bid in October 2019 and Ute Mountaineer Inc. submitted the only proposal for the operation. The lease agreement provides for retail and rental operations along with lessons from beginner to advanced. Ute Mountaineer Inc. has operated the Nordic shop at the golf course for over 30 years. The staff and ownership at “The Ute” have a great passion for hiking, snowshoeing, and Nordic skiing in the Aspen community. The Ute volunteers or provides free equipment for many local events including the Cross-Country Ski Extravaganza, The Bonfire Progressive Dinner, The Owl Creek Chase and school activities. Through coordinated efforts with Aspen Snowmass Nordic Council, Ute Mountaineer, Pitkin County Open Space and Trails and the City of Aspen, Nordic participation is continuing to grow. The 3 trail system maintained in the winter for Nordic programs is considered one of the best in the world. City Staff- Austin Weiss Parks and Recreation Manager, Matt Kuhn Parks and Open Space Director, Steve Aitken Director of Golf and Chris Peterson Nordic Coordinator reviewed the proposal and discussed the operations for the new lease with Bob Wade and Paul Perley of Ute Mountaineer. FINANCIAL IMPACTS:As in the previous lease, Ute Mountaineer agrees to pay 6% (six percent) of gross revenues less returns of discounts to the City of Aspen each season. This percentage rent provides for approximately $17,000 annual revenue each year to the City. For the five- year term of the lease the estimated revenues for the lease would be approximately $85,000.00. ALTERNATIVES: RECOMMENDATIONS: I move to approve the new lease agreement with Ute mountaineer Inc. for the Nordic seasons November 1, 2020 to April 1, 2025 CITY MANAGER COMMENTS: 4 RESOLUTION NO. 085 Series of 2020 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, APPROVING THE AGREEMENT FOR THE LEASE AND OPERATION OF THE NORDIC CENTER AT THE CITY OF ASPEN GOLF COURSE, BETWEEN THE CITY OF ASPEN, AND THE UTE MOUNTAINEER, INC., AND AUTHORIZING THE CITY MANAGER TO EXECUTE SAID AGREEMENT ON BEHALF OF THE CITY OF ASPEN, COLORADO. WHEREAS, there has been submitted to the City Council a lease agreement between the City of Aspen, Colorado and Ute Mountaineer, Inc. for the operation of the Nordic center at the City of Aspen golf course, a copy of which is annexed, a true and accurate copy of which is attached hereto as Exhibit "A"; NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ASPEN, COLORADO: That the City Council of the City of Aspen hereby approves that lease agreement between the City of Aspen, Colorado and Ute Mountaineer, Inc., regarding Nordic Center operations, a copy of which is annexed hereto and incorporated herein, and does hereby authorize the Mayor or City Manager to execute said agreement on behalf of the City of Aspen. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the ___ day of ____ ,2020. _____________ Torre, Mayor I, Nicole Henning, duly appointed and acting City Clerk does certify the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held on the day hereinabove s tated. _____________ Nicole Henning, City Clerk 5 6 AGREEMENT FOR THE LEASE AND OPERATION OF THE NORDIC CENTER AT THE CITY OF ASPEN GOLFCOURSE THIS AGREEMENT entered into at Aspen, Colorado, this 10th day of August 2015, by and between the CITY OF ASPEN, COLORADO, a municipal corporation and home- rule city ("hereinafter "City"), and THE UTE MOUNTAINEER, INC., a Colorado corporation (hereinafter "Operator"). WITNESSETH WHEREAS, the City is the owner of the Aspen Championship Golf Course and golf club house in Aspen, Colorado, and desires to contract with an operator to provide certain services during the winter seasons for the operation of a Nordic center at the building commonly known as the golf club house building, hereinafter referred to as the "Premises"; and WHEREAS, Operator. now operates a retail sporting goods shop in Aspen, Colorado,has experience in managing ski rental operations and cross-country ski instruction and desires to contract with the City to provide the above-described services;and WHEREAS, Operator has agreed to provide certain services relative to the winter use of the golf course, as well as provide services regarding the general operation of the Nordic center; NOW, THEREFORE, m consideration of the mutual terms, covenants and conditions contained herein, the parties agree as follows: 1.Term.The City herby grants Operator the exclusive right to use the Premises for the period of November 1st through March 31st of each calendar year beginning on November 1, 2015 extending through March 31,2020. 2.Premises..The Premises subject to this Lease Agreement shall be the approximately 2,588 square feet of offices, restrooms/locker rooms, storage rooms, repair room and open area space located within the building commonly known as the golf pro shop building and furth er described in Exhibit "A" which is attached hereto and incorporated herein by this reference. 3.Use. The Premises may be used by Operator solely for the purpose of operating a Nordic center and providing services related thereto, including, but not limited to, retail sales of Nordic skiing equipment, clothing and supplies, for renting Nordic skiing equipment to the public, for storage facilities, for use as a Nordic center, for Nordic skiing lessons, for any and all uses reasonably attendant to Nordic skiing. Operator shall not use the Premises for any other purposes without the City's written consent. Operator's use and occupancy of the above-described Premises shall comply with the rules, regulations and ordinances of any governmental authority having jurisdiction over the Premises or the activities performed thereon. Additionally, Operator shall not use the Premises in any manner that will create 7 an increase in the rate of insurance or a cancellation of any insurance policy, even if such use may be in furtherance of Operator’s retail sales. Operator shall not keep, use or sell anything prohibited by any policy of fire insurance covering the Premises. 4.Time of Occupancy, Acceptance and Surrender of Premises.Operator shall be entitled to use and occupy the Premises during the winter skiing season as set forth at Paragraph 1 herein.Occupancy of the Premises by the Operator shall be construed as recognition that the Premises are in a good state of repair and in sanitary condition. Operator shall surrender the use and occupancy of the Premises on or before April 1 (or such later date if the winter ski season is extended as mutually agreed by the City, Operator,of each year this agreement is in effect.The provision herein for use and occupancy of the Premises may be varied on written understanding of the parties . Operator shall coordinate with the City to ensure change in possession is orderly and timely. A representative of the City shall inspect the Premises at the end of each season's occupancy both summer and winter, with a representative from Ute Mountaineer, Inc. to assess if any repairs are necessary and who shall be responsible for them. 5.Rent.Operator agrees to pay six percent (6%) of all gross revenues as defined here in. Operator shall pay his first installment of percentage rent on or before the, fifteenth (15th) day of the calendar month immediately after the one in which the percentage rent became effective, and thereafter it shall pay the required percent of each month's sales by the fifteenth (15th) day of the following month. Operator shall also submit to City an itemized statement of gross sales (as defined below) and sales tax report for the preceding month on or before the fifteenth (15th) day of each calendar month during the term of this Lease and any renewal, extensions, or holding over hereunder. i)In addition, within thirty (30) days after the end of each Lease Year (November 1 through November 1), Operator shall deliver to City a written statement signed by a certified public accountant or by some other person acceptable to City, setting forth the amount of Operator ' s gross sales for the preceding Lease Year. The. Accountant or other person shall certify that the gross sales have been computed in accordance with the definition given below, and the statement shall be sufficiently detailed to show it was in fact prepared in accordance with such definition. If the percentage rent for the Lease Year is more than the total thereof actually paid by Operator, Operator shall pay the balance due to City within thirty (30) days of delivery of the annual statement. ii)The term "gross sales" as used in this Lease Agreement shall mean the full amount of the actual sales price of all merchandise or services sold for cash or credit in or from the Leased Premises by the Operator. The figure for gross sales will include deposits not refunded to customers, orders of any kind received or filled at the Leased Premise , receipts from vending machines located upon the Leased Premises, and any other receipts which the Operator ordinarily would credit to his business. Each credit or installment sale will be treated as a sale for the full price in the month it is made, and there will be no deductions for uncollected accounts or bad debts. The following items, if applicable, shall be deducted from gross sales: 1)refunds or customer discounts included in gross sales returns to shippers and manufacturers; 2)sales of trade fixtures or operating equipment; · 3)sums received in settlement of claims of loss or damage of merchandise; 4)retail sales tax recorded at the time of each sale and expressly charged to the 8 customer; 5)postage charged to customers;and 6)Co-operative advertising revenues provided bysuppliers. 7)All property and sales taxes paid by Operator. iii)In operating on the Leased Premises, the Operator agrees to issue a serially -numbered duplicate sales slip, invoice, non-resettable cash register receipt, or other record approved by City, with each sale of any •kind. During the term of the Lease, Operator shall keep accurate records of all his operations. These records shall conform to generally accepted accounting practices, and shall include records of gross sales and of receipts and deliveries of all merchandise. Operator shall keep all the documents relating to Operator's operations for at least thirty-six (36) months from the end of the Lease Year to which they apply.f any audit is required, or Operator and City disagree about the rent, Operator will keep its records until the audit is completed or the disagreement is settled. iv)At any reasonable time, and following at least twenty-four (24) hours' notice in writing to Operator, City or City ;s authorized representative may audit any of Operator ' s records of gross sales. If, when City audits the records for a Lease Year based on normal accounting procedures, it finds that the Operator has understated its gross sales for the Lease Year by five percent (5 % ) or more, Operator shall be required to pay for the audit, and shall promptly deliver to City the difference Operator owes it, plus interest on such difference at the rate of eight percent (8% ) per annum from the first day of the current Lease Year to the date such difference is paid. If such audit discloses that Operator has understated his gross sales for that Lease Year by five percent (5 % ) or more, City shall be permitted to treat such event as a material default hereunder.In. this matter,the report of City's accountant shall be binding and conclusive. 6.Access to Premises.City shall be entitled to enter upon the Premises at all reasonable hours for the purpose of inspecting the same, preventing waste or loss, or enforcing any of City's rights hereunder. 7.Duties of Operator Relative to Operation of Nordic Center.During the term of this Agreement the Operator agrees: a.To provide the Nordic-related services described in this Agreement for each winter season for which this Lease Agreement is in effect. b.To employ and maintain for the benefit of the parties, at Operator's own cost and expense, employees of sufficient number and qualifications to operate and manage the Premises consistent with the highest professional standards of quality and courtesy. c.To perform the following general duties, at the discretion of Operator: i.Operate a ski school which will offer programs for skiers aged three 9 through senior citizen. ii.Establish a senior citizens program. iii.Maintain a wide range rental inventory sufficient to meet the projected needs and demands of the programs offered. iv.Operate as a Nordic center to provide information and to act as a clearing house for Nordic activities and to coordinate with the Aspen/Snowmass Nordic Council to maximize exposure and use of the Nordic trail system. v.To clean bathrooms on main level Saturday Sunday Monday Tuesday and bathrooms in locker rooms down stairs. The restaurant acknowledges if they have a special event that they will be responsible for the bathrooms immediately after the event. d.To keep full records and accounts regarding the operation and management of the Premises, which records,and accounts shall be available at the end of the winter season for inspection by the City's auditors and/or Finance Director. e.To make available for retail sale such merchandise as is commonly sold in Nordic- oriented retail stores; Operator agrees to maintain an adequate inventory of such merchandise. Operator shall devote its best energies and adequate time to the promotion of sales at the Premises and may engage in similar sales at its business locations in the City of Aspen, provided such off-premises sales do not interfere with Operator’s duties hereunder. f.To clear those decks and stairs that provide reasonable access to the Premises. 8.Duties of the City Relative to the Nordic Center.During the term of this Agreement the City agrees: a.To maintain the ski tracks and the teaching tracks on the golf course property from Thanksgiving until April 1. As Operator is largely dependent on the trail system for its revenues, should the City be unable to continue the maintenance of the trails for any reason Operator shall be released from its obligations under the lease until such time as the City is able to resume its duties in this regard. b.To permit Operator to use the Premises for Operator's sole use and occupancy with respect to its duties and privileges under this Agreement. c.To plow or arrange for the plowing of the entrance to the Premises from Highway 82 and an area adequate for parking for customers of Operator and users of the ski track courses on the adjacent golf course. d.City shall maintain and clear all paths and trails serving the Leased Premises and Handicap Access Ramp to Club House. e.No business other than the City shall be allowed to store equipment/vehicles in the parking lot. 9.Maintenance and Repairs.Operator, at its sole expense, shall keep the 10 Premises, including stairs and covered walkways, in a good, clean and safe condition and do all work and repair necessary to maintain same and to keep it from .deteriorating, with the exception of wear and tear and aging consistent with normal use as a Nordic skiing center as described herein. 10.Utilities and Security System. During the first Lease Year, Operator shallpay $250.00 monthly as and for its prorated share of all charges for utilities that are not separately metered or contracted for separately by Operator. Those utilities covered by this pro -rated share include gas, electricity, water, arid sewer. Utilities not covered by this pro -rated share amount shall include telephone, trash removal, cable televisions and any other 'utility or maintenance services used by the Operator in or about the Leased Premises during the term of this Lease, including any maintenance and cleaning fees for common areas of the building. After the first Lease Year,the prorated share amount shall be increased (or decreased) based upon any percentage change in the actual cost of providing the pro-rated share of the utilities. A Security System has been installed at the expense of City, but maintenance and service charges for the security system shall be paid by Operator during the time that it occupies the building. 11.Personal Property.All personal property and trade fixtures placed on the Premises shall be at Operator's sole risk and City shall not be liable for damage to or loss of such personal property or trade fixtures arising from the acts or neglect of Operator, its agents or employees. Any personal property or trade fixtures of Operator or anyone claiming under Operator, which shall remain on the. Premises after the date upon which the Premises shall be surrendered shall be deemed to have been abandoned and may be retained by City as its property or disposed of by City in such a manner as City sees fit. 12.Taxes.In the event any taxes are levied and assessed upon the Premises or upon the improvements, fixtures or personal property of the Operator during the term of Operator's occupancy of the Premises or arising therefrom, or upon the leasehold or possessory interests as created through this lease, Operator shall be solely responsible to satisfy and pay all such taxes in a timely fashion. Operator shall not allow any liens for taxes or assessments to exist with respect to the Premises, except that Operator may permit such taxes or assessment to remain unpaid while pursuing any good faith contest or appeal of same. 13.Indemnification. Operator agrees to indemnify and hold harmless the City, its officers and employees, from and against all liability, claims, and demands, on account of injury, loss, or damage, including, without limitation, claims arising from bodily injury, personal injury, sickness, disease, death , property loss or damage, or any other similar loss , which arise out of or are in any manner connected with this Agreement, if such injury, loss, or da mage is caused in whole or in part by, or is claimed to be caused in whole or in part by, the omission, error, or negligence of the Operator , any subcontractor of the Operator, or which arises out of any workmen's compensation-claim of any employee of the Operator or of any employee of any subcontractor of the Operator. 11 14.Public Liability Insurance.Operator agrees to furnish City with certificate(s) of insurance as proof that it has secured and paid for a policy of public liability insurance covering all public risks related to the leasing, use, occupancy, maintenance, operation or location of the Premises._ The insurance shall be procured from a company authorized to do business in the State of Colorado and be satisfactory to City. The amount of this insurance, without co-insurance clauses, shall not be less than the maximum liability that can be imposed upon the City of Aspen under the laws of the State of Colorado found at C.R.S. 24 -10-101 et seq ., as amended. At present, such amounts shall be as follows: $150,000.00 for any injury to one person in any single occurrence; $600,000.00 for any injury to two or more persons in any single occurrence. In no event shall such insurance amounts fall below those maximum liability limits as set forth at C.R.S. 24 -10-114, as amended. 15.Premises Insurance.During the full term of this Agreement,Operator, at its sole cost and expense, shall also cause all of the furniture, fixtures, and equipment in the premises to be kept insured, without co-insurance clauses, to the full insurable value against the perils of wind, storm, hail, lightning, explosion, fire and like perils. "Full insurance value" means the cost, as of the date of loss,for replacement of the damaged or destroyed property in· a new condition with materials of like size, kind and quality. The insurance shall stand as primary insurance for the furniture, fixtures, and equipment in the Premises to be procured from a company authorized to do business in the State of Co lorado and be satisfactory to the City. All policies as.required herein shall contain a waiver of subrogation by the insurer against City. 16.Termination Due to Fire or Similar Catastrophe.If negligent on part of operator, the Premises shall be damaged by fire or other catastrophe so as to render said Premises wholly inoperable, and if such damage is so great that a competent licensed architect in good standing in Pitkin County, Colorado, as selected by the City within fourteen (14) days from the date of loss, shall certify in writing to the City and Operator that the Premises, with reasonable diligence, cannot be made fit for occupancy within ninety (90) days from the happenin g of the occurrence of the damage, then this Agreement may terminate and City may re-enter and take possession. Such a termination of the Agreement shall not forgive Operator's obligations to return . the Premises to City in as good repair as when operator originally assumed possession thereof, regular and ordinary wear and tear excepting. Alternatively, Operator shall subordinate its rights and interests in any insurance proceeds as provided for in any insurance policy as required by this Agreement. I f, however, the damage is not such as to prevent reoccupation and use of the Premises within ninety (90) days, then repairs thereto shall be undertaken by Operator with all reasonable speed to restore the Premises to its former condition and the Agreement shall remain in effect. Operator's duties and obligations to provide services and to pay rent to the City as herein set forth shall be suspended during those time periods wherein the Premises are unfit for normal business activities due to fire or other catastrophe, and/or repair activities associated therewith. 12 17.City to be named a Co-Insured or Additional Insurance.Operator shall name City as co-insured or additional insured on all insurance policies and such policies shall include a provision that written notice of any non-renewal, cancellation or material change in a policy by the insurer shall be delivered to City thirty (30) days in advance of the effective date. 18.Repairs and Alterations by Operator.Operator, upon City's written consent, may, at its own expense, make reasonable and necessary alterations or improvements to the Premises. All alterations, additions and improvements shall be performed in a workmanlike manner, in accordance with all applicable building and safety codes, and shall not weaken or impair the structural strength or lessen the value of the Premises. All alterations, additions and improvements made in or to the Premises shall be the property of City and remain and be surrendered with the Premises upon termination of this Agreement. Operator agrees that prior to any construction or installation of alternations, additions or improvements, Operator shall post on the Premises in a conspicuous place a notice of non-liability for mechanic's lien as specified at C.R.S. Section 38 -22-105 on behalf of the City and shall notify City of such posting and the exact location of same. Perfection of a mechanic's lien against the Premises as a result of Operator's acts or omissions may be treated as a material breach of this lease. 19.Repairs and Alterations by City . City reserves the right, from time to time, at its own expense and by its officials, employees and contractors,to make such alterations, renovations or repairs in and about the Premises, other than those noted above as required by Operator, as City deems necessary or desirable and Operator covenants to make no claim against City for any interference with its interest as herein provided in the Premises. City shall provide reasonable notice to Operator in advance of any intent to undertake alter<;1tions or repairs as authorized in this paragraph and all work shall be performed at such times as mutually agreed to between the parties so as to eliminate or minimize any disruption of Operator's business. 20.Condemnation.If during the term of this Agreement, or any renewal of it, the whole or part of the 'Premises, or such portion as will make the Premises unusable for the purpose leased, or the leasehold interest, be condemned by public authority, including City, for public use, then this Agreement shall cease as of the date of the vesting of title in the Premises in such condemning authority, or when possession is given to such authority, whichever event occurs first. Operator shall not be entitled to any part of any condemnation award for the value of the unexpired term of this Agreement or for any other estate or interest in the Premises, such amount belonging entirely to City. 21.Assignment of Agreement . Operator shall not assign, pledge, sublease or otherwise dispose of or encumber this lease, or the leased Premises, without the prior written consent of the City, which consent shall not be unreasonably withheld. Operator shall, likewise, not permit any third party to occupy or use the Premises absent the prior written consent of the City. 22.Signs. Operator shall not place any signs upon the Premises or upon the buildings 13 except of such design and construction as may be permitted by City. It is understood by the parties that placement of an identification sign or signs is important and necessary to Operator's business. Any sign permitted by City shall at all times comply with applicable ordinances, rules and regulations. 23.Breach by Operator Defined.If Operator shall fail to timely comply with any of the terms or conditions of this Agreement or any notice given under it, or shall become insolvent, or shall have or attempt to make an assignment for the benefit of creditors, or if any of its property be attached and such attach ment is not promptly released, or if an execution be issued against it, or, if a petition be filed by or against it, to have it adjudicated a bankrupt, or if a trustee or receiver shall be created or appointed to take charge of its assets, or if it shall abandon the Premises for a period of more than seventy -two (72) hours then at any time afterwards City may treat such act .. or omission as a breach of his Agreement and, at its option, enter into the Premises and remove all persons and take and retain possession thereof either with or without process of law. 24.City's Remedy for Breach.Any breach, default or failure by Operator to perform any of the duties or obligations assumed by Operator under this Agreement shall be cause for termination of the Agreement by City in the manner set forth in this paragraph. City shall deliver to Operator thirty (30) days' prior written notice of its intention to terminate this Agreement, including in the notice a reasonable description of the breach, default or failure. If within· that thirty (30) days Operator shall fail or refuse to cure, adjust or correct the breach, default or failure to the reasonable satisfaction of City, the City shall have the right to declare this Agreement terminated and all rights, powers and privileges of Operator as provided through the Agreement shall cease, and Operator shall immediately vacate the entire Premises and shall make no claim of any kind against City by reason of the termination. The thirty (30) days' prior written no tice shall be conclusively determined to have been delivered to Operator by the posting of same upon the main business entrance to the Premises, or at the time it is deposited in the U.S. Mail, certified, postage prepaid, addressed to the address set forth at Paragraph 29 herein. 25.Non-Waiver of Rights. Any failure by City to so terminate this Agreement as herein provided after the breach, default or failure by Operator to adhere to the terms of 1he Agreement shall not be deemed or construed to be a waiver or continuing waiver by City of any rights to terminate the Agreement for any present or subsequent breach, default or failure. 26.Termination by Operator.Operator may terminate this Agreement and be relieved of all obligations hereunder by providing City thirty (30) days' written notice of its intent to terminate. Upon receipt of such. notice, City may participate in the operation of the Nordic cente r with Operator to accommodate the transition of the Nordic center management from Operator to the City. Operator shall provide a full accounting of all funds, costs and equipment upon termination. 27.Non-Discrimination.Operator agrees to comply with all la ws, ordinances, rules and regulations that may pertain or apply to the Premises and its use. In performing 14 under the Agreement, Operator shall not discriminate against any worker, employee or job applicant, or any member of the public,because of race, color , creed, religion, ancestry, national origin, sex, age, marital status, physical handicap, affectional or sexual orientation, family responsibility or political affiliation, nor otherwise commit an unfair employment practice. 28.Independent Contractor Status. It is expressly acknowledged and understood by the parties that nothing contained in this Agreement shall result in or be construed as establishing an employment relationship. To the extent that this Agreement may be construed as requiring Operator to provide services to or on behalf of City, Operator shall be, and shall perform as, an independent contractor who agrees to use his or her best efforts to provide the said services on behalf of the City.No agent, employee, or servant of Operator shall be, or shall be deemed to be, the employee, agent or servant of the City. City is interested only in the results obtained under this Agreement. The ·manner and means of conducting the work are under the sole control of operator. None of the benefits provided by City to its employees including, but not limited to, workers' compensation insurance and unemployment insurance, are available from City to the employees, agents or servants of Operator. Operator shall be solely and entirely responsible for its acts and for the acts of Operator's agents, employees, servants and subcontractors during the performance of this Agreement. Operator shall indemnify City against all liability and loss in connection with, and shall assume full responsibility for, ·payment of all federal , state and local taxes or contributions imposed or required under unemployment insurance, social security and income tax law, with respect to Operator and/or Operator's employees engaged in the performance of the services agreed to herein. 29.Notice.Whenever this Agreement calls for or provides for notice and notice is not otherwise specified, the same shall be provided in writing and shall be served on the person( s) as designated by the parties below, either in person or by certified mail, postage prepaid and return receipt requested. For City: Aspen City Manager 130 Soµth Galena Street Aspen, Colorado 81611 For Operator: Ute Mountaineer, Inc. 210 South Galena Street Aspen, Colorado 81611 The parties may change or add such designated person(s) or addresses as may be necessary from time to time in writing. 30.Binding Effect.All of the terms and conditions as contained in this Agreement shall inure to the benefit of and be binding upon the successors and assigns of the parties. 15 31.Controlling Law.This Agreement shall be enforced and interpreted in accordance with the laws of the State of Colorado. Any action brought to enforce or interpret this Agreement shall be brought in the District Court in arid for Pitkin County, Colorado. In the event of litigation between the parties concerning this Agreement or matters arising therefrom, the prevailing party shall be awarded its costs and reasonable attorney's fees. 32.Entire Agreement This instrumen t constitutes the entire Agreement by the parties concerning the Premises and shall supplant and supersede any previous agreements between the parties pertinent to the Premises. Any prior or contemporaneous oral or written agreement that purports to vary from the terms as set forth herein shall be void and of no effect. 33.Amendments.Except as otherwise provided herein, this Agreement and all of its terms and conditions may not be amended or modified absent a written agreement duly executed by the parties. WHEREFORE, the parties, through their duly authorized representatives, have executed this Agreement upon the dates as forth herein. CITY OF ASPEN Sara Ott, City Manager Date: ______________________________ ATTEST: ____________________________________ Nicole Henning, City Clerk OPERATOR: UTE Mountaineering, Inc ____________________________________ Title: _______________________________ Date: ______________________________ 16 EXHIBIT A The Clubhouse Building is located at 39551 Highway 82, Aspen, Colorado. The premises is located in a one story building with a basement. The building includes a pro shop, restaurant, offices, bathrooms, repair rooms and storage areas. See attached floor plan. 17 ;il i -·-----"'j -!;U -. I ;I : i ! UVSL -1'.r:!..:L--o -<,1l,.-,-J. ·--.·. .J••'\•., ,;.♦..,;'.V-',.,",':a-, , •'f,'",,- , :,.,._, I -·· , 18 I I I I W<!RDINA TE. wrrH tw1L ORI/NII/GS F STOR/1 DRll;./.:;;.,//,/IJD SHNJ. F'RW/De I /:'ND ROOF LJ/'( I\DO!fNSFWr ,.•,'.- I •• ::.::·;:.;:;..--r;-- l---. ,;·rL--- ·,.. i'.: 9'1111'._ IOI , . .. ,r:;·I 89.5 -e(!j I I . :/ ,,·,, ......._.........':...............................I 1 .........................•.••. . • --· '··,. ''-., ··...... '·' =·::,:;:.: 19 20 21 22 23 24 25 26 27 28 29 30 31 32 MEMORANDUM TO: Mayor and City Council FROM: Matt Kuhn, Interim Parks and Open Space Director THROUGH:Austin Weiss, Interim Parks and Recreation Director MEMO DATE: October 5, 2020 MEETING DATE: October 13, 2020 RE: Moore Pool Slide Stair Replacement REQUEST OF COUNCIL:The Parks and Recreation Department is requesting approval of a contract with Living Design Studios for services to design, fabricate and install a replacement staircase for the slide at the Moore Pool at the Aspen Recreation Center. SUMMARY AND BACKGROUND: The Moore Pool is nearing 20 years old, and staff has seen an ongoing deterioration of the slide staircase for many years due to rust. During the spring closure of the Aspen Recreation Center due to Covid-19, staff began to grind and prep the rust sections for sealing and repainting. Upon close inspection, staff recognized more significant failures. A subsequent structural engineer review and non- destructive testing found that the City should aim to replace the stairs within a one-year timeframe. DISCUSSION: In an effort to replace the stairs as quickly as possible during the extended pandemic closure of the ARC, staff reached out to several firms to identify options for a company to design, fabricate and install a replacement slide. Living Design Studios was the sole supplier found that had availability and capacity to design and install this stair in the given timeline. The internal recreation facilities team designed, fabricated, and installed a gantry system for the demolition and removal of the existing staircase. During the summer closure of the ARC, the facilities team was able to remove the existing staircase, which provided a significant savings to the City and helping to accelerate the project timeline. The new staircase is being designed with a more focused approach to material selection, so that the new staircase lifespan may be extended. The design includes more stainless steel, and the ability to replace treads if needed. The new staircase will be fabricated and installed by year end. In order to advance timelines, staff worked with Living Design Studios to design and subsequently procure the materials prior to this final contract. The cost of materials was 33 approved in a Supply Procurement Contract by the City Manager in mid-September in the amount of $48,629. The contract presented here incorporates the full scope (including these materials) and supersedes this Supply Procurement contract. FINANCIAL IMPACTS: The Contract with Living Design Studios is in the amount of $152,577.09, and the project budget is $100,000. The project budget has been exceeded due to volatile costs of steel, as well as an original budget that was not established with full understanding of the design. The remaining funding will come from savings associated with the Aspen Ice Garden Cooling Tower Replacement, and from the pool area Sound Baffling Replacement capital project. All funding for this project is within the Asset Management Plan Fund. The Pool Slide Stair Capital Project number is 000.542.81200.57310.50407 ($100,000) Additional funding from: Sound Baffling Project: 000.542.81200.57310.50945 ($45,000) AIG Cooling Tower Replacement: 000.542.81200.57310.50360 ($7,577.09) The Sound Baffling Project will not be reprogrammed in 2021, and the project scope will be reevaluated during preparations for the 2022 budget preparation. ENVIRONMENTAL IMPACTS: The removal of the former slide generates waste and steel will be recycled, while other construction waste will be disposed at the landfill. The new slide stair is being designed for a longer life, and for replaceable parts if materials deteriorate, hopefully providing a much longer life for the slide. ALTERNATIVES:Council could direct staff to renegotiate the contract, or to solicit more bids, which would likely result in delay impacts to the public’s anticipated use and access to the pool area. RECOMMENDATIONS:Staff recommends approval of the contract with Living Design Studios. CITY MANAGER COMMENTS: 34 RESOLUTION #087 (Series of 2020) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, APPROVING A CONTRACT BETWEEN THE CITY OF ASPEN AND LIVING DESIGN STUDIOS AUTHORIZING THE CITY MANAGER TO EXECUTE SAID CONTRACT ON BEHALF OF THE CITY OF ASPEN, COLORADO. WHEREAS, there has been submitted to the City Council a contract for construction services to fabricate and install a replacement stair at the Aspen Recreation Center, between the City of Aspen and Living Design Studio, a true and accurate copy of which is attached hereto as Exhibit “A”; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, That the City Council of the City of Aspen hereby approves that Contract for Moore Pool Slide Stair Replacement, between the City of Aspen and Living Design Studio, a copy of which is annexed hereto and incorporated herein, and does hereby authorize the City Manager to execute said agreement on behalf of the City of Aspen. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the 13 th day of October 2020. Torre, Mayor I, Nicole Henning, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held, October 13, 2020 Nicole Henning, City Clerk 35 ________________________________________________________________________ CC5-971.doc Page: 1 CONTRACT FOR CONSTRUCTION (Short Form) THIS CONTRACT, made and entered into on October 6, 2020, by and between the CITY OF ASPEN, Colorado, hereinafter called the “City”, and Living Design Studios, hereinafter called the “Contractor”. THEREFORE, in consideration of the mutual covenants and Contracts herein contained, and for other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the parties hereto hereby agree as follows: 1. Construction of Project. Contractor agrees to furnish all labor, materials, tools, machinery, equipment, temporary utilities, transportation and any other facilities needed therefor, and to complete in a good, workmanlike and substantial manner the Project as described in the Scope of Work and/or Proposal appended hereto as Exhibit “A” which is incorporated herein as if fully set forth (the “Project”). 2. Plans and Specifications; Compliance with Laws. The Project is to be constructed and completed in strict conformance with the Scope of Work and/or Proposal appended hereto for the same approved in writing by the parties hereto. The Project shall also be constructed and completed in strict compliance with all laws, ordinances, rules, regulations of all applicable governmental authorities, and the City of Aspen Procurement Code, Title 4 of the Municipal Code, including the approval requirements of Section 4- 08-040. Contractor shall apply for and obtain all required permits and licenses and shall pay all fees therefor and all other fees required by such governmental authorities. 3. Payments to Contractor. In consideration of the covenants and Contracts herein contained being performed and kept by Contractor, including the supplying of all labor, materials and services required by this Contract, and the construction and completion of the Project, City agrees to pay Contractor a sum not to exceed One hundred fifty two thousand five hundred seventy seven dollars and nine cents ($152,577.09) DOLLARS or as shown on Exhibit “A”. 4. Commencement and Completion. Contractor agrees to commence work hereunder immediately upon execution hereof, to prosecute said work thereafter diligently and continuously to completion, and in any and all events to substantially complete the same not later than December 14, 2020, subject to such delays as are permissible under the “Extension of Time for Completion” section of this Contract. DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 36 ________________________________________________________________________ CC5-971.doc Page: 2 5. Payment of Bills and Charges. Contractor shall pay promptly all valid bills and charges for material, labor, machinery, equipment or any other service or facility used in connection with or arising out of the Project, and shall obtain periodic releases from all subcontractors and material suppliers supplying labor or materials to the Project concurrently with Contractor's delivering any payment to such subcontractors and material suppliers. Contractor shall indemnify and hold City and City's officers, employees, agents, successors and assigns free and harmless against all expenses and liability suffered or incurred in connection with the claims of any such subcontractors or material suppliers, including but not limited to court costs and attorney's fees resulting or arising therefrom; provided that Contractor shall be excused from this obligation to the extent that City is in arrears in making the payments to Contractor. Should any liens or claims of lien be filed of record against the Property, or should Contractor receive notice of any unpaid bill or charge in connection with construction of the Project, Contractor shall immediately either pay and discharge the same and cause the same to be released of record, or shall furnish City with the proper indemnity either by title policy or by corporate surety bond in the amount of 150% of the amount claimed pursuant to such lien. 6. Releases. Contractor shall, if requested by City, before being entitled to receive any payment due, furnish to City all releases obtained from subcontractors and material suppliers and copies of all bills paid to such date, properly receipted and identified, covering work done and the materials furnished to the Project and showing an expenditure of an amount not less than the total of all previous payments made hereunder by City to Contractor. 7. Hierarchy of Project Documents. This Contract and the Proposal or Scope of Work appended hereto as Exhibit “A” are intended to supplement one another. In case of conflict, however, this Contract shall control both. 8. Changes in the Work. Should the City at any time during the progress of the work request any modifications, alterations or deviations in, additions to, or omissions from this Contract or the Proposal/Scope of Work, it shall be at liberty to do so, and the same shall in no way affect or make void this Contract; but the amount thereof shall be amortized over the remaining term of this Contract and added to or deducted, as the case may be, from the payments set forth in Paragraph 3 above by a fair and reasonable valuation, based upon the actual cost of labor and materials. This Contract shall be deemed to be completed when the work is finished in accordance with the original Proposal or Scope of Work as amended or modified by such changes, whatever may be the nature or the extent thereof. The rule of practice to be observed in fulfillment of this paragraph shall be that, upon the demand of either City or Contractor, the character and valuation of any or all changes, omissions or extra work shall be agreed upon and fixed in writing, signed by City and Contractor, prior to performance. 9. Contractor's Failure to Perform. Should Contractor, at any time during the progress of the work, refuse or fail to supply sufficient material or workmen for the expeditious progress of said work or fail to perform any other provisions of this Contract, City may, upon giving notice in writing to Contractor as provided herein and upon DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 37 ________________________________________________________________________ CC5-971.doc Page: 3 Contractor's failure to remedy any such failure within 3 days from receipt of such notice, terminate this Contract and provide the necessary material and workmen to finish the work and may enter upon the Property for such purpose and complete said work. The expense thereof shall be deducted from the payments remaining under Paragraph 3 above, or if the total cost of the work to City exceeds the amount of such remaining payments, Contractor shall pay to City upon demand the amount of such excess in addition to any and all other damages to which City may be entitled. In the event of such termination, City may take possession of all materials, equipment and appliances belonging to Contractor upon or adjacent to the Property upon which said work is being performed and may use the same in the completion of said work. Such termination shall not prejudice or be exclusive of any other legal rights which City may have against Contractor. 10. Extension of Time for Completion. Time is of the essence of this Contract and Contractor shall substantially complete the work during the time provided for herein. However, the time during which Contractor is delayed in said work by (a) the acts of City or its agents or employees or those claiming under Contract with or permission from City, or (b) the acts of God which Contractor could not have reasonably foreseen and provided against, or (c) unanticipated stormy or inclement weather which necessarily delays the work, or (d) any strikes, boycotts or obstructive actions by employees or labor organizations and which are beyond the control of Contractor and which it cannot reasonably overcome, or (e) the failure of City to make progress payments promptly, shall be added to the time for completion of the work by a fair and reasonable allowance. Contractor recognizes, however, that the site of the work is in the Rocky Mountains at a high elevation where inclement whether conditions are common. This fact has been considered by Contractor in preparing its Proposal and or agreeing to the Scope of Work. Furthermore, Contractor shall have the right to stop work if any payment, including payment for extra work, is not made to Contractor as provided in this Contract. In the event of such nonpayment, Contractor may keep the job idle until all payments then due are received. 11. Unforeseen Conditions. It is understood and agreed that Contractor, before incurring any other expenses or purchasing any other materials for the Project, shall proceed to inspect the work site and all visible conditions and that if, at the time of inspection therefor, the Contractor finds that the proposed work is at variance with the conditions indicated by the Proposal, Scope of Work, or information supplied by City, or should Contractor encounter physical conditions below the surface of the ground of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Contract or inherent in a work site located in the Rocky Mountains, Contractor shall so notify City, and City shall at that time have the right and option to immediately cancel and terminate this Contract or to instruct Contractor to continue the work and add the additional amount attributable to such unforeseen conditions to the payments due Contractor as set forth above. It is agreed that in the event of any cancellation by City in accordance with this section, Contractor shall be paid the actual costs of the work done prior to the time of cancellation. In computing such costs, building permit fees, insurance and such financing DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 38 ________________________________________________________________________ CC5-971.doc Page: 4 and title charges as are not refundable shall be included; provided that supervision time, office overhead and profit shall not be included in such costs to be refunded to Contractor by reason of such cancellation. 12. Acceptance by City. No payment hereunder nor occupancy of said improvements or any part thereof shall be construed as an acceptance of any work done up to the time of such payment or occupancy, but the entire work is to be subject to the inspection and approval of City at the time when Contractor notifies City that the Project has been completed. 13. Notice of Completion; Contractor's Release. City agrees to sign and file of record within five (5) days after the substantial completion and acceptance of the Project a Notice of Completion. If City fails to so record the Notice of Completion within said five (5) day period, City hereby appoints Contractor as City's agent to sign and record such Notice of Completion on City's behalf. This agency is irrevocable and is an agency coupled with an interest. Contractor agrees upon receipt of final payment to release the Project and property from any and all claims that may have accrued against the same by reason of said construction. If Contractor faithfully performs the obligations of this Contract on its part to be performed, it shall have the right to refuse to permit occupancy of any structures by City or City's assignees or agents until the Notice of Completion has been recorded and Contractor has received the payment, if any, due hereunder at completion of construction, less such amounts as may be retained pursuant to mutual Contract of City and Contractor under the provisions of Paragraph 3 above. 14. Indemnification. Professional agrees to indemnify and hold harmless the City, its officers, employees, insurers, and self-insurance pool, from and against all liability, claims, and demands, on account of injury, loss, or damage, including without limitation claims arising from bodily injury, personal injury, sickness, disease, death, property loss or damage, or any other loss of any kind whatsoever, which arise out of or are in any manner connected with this contract, to the extent and for an amount represented by the degree or percentage such injury, loss, or damage is caused in whole or in part by, or is claimed to be caused in whole or in part by, the wrongful act, omission, error, professional error, mistake, negligence, or other fault of the Professional, any subcontractor of the Professional, or any officer, employee, representative, or agent of the Professional or of any subcontractor of the Professional, or which arises out of any workmen's compensation claim of any employee of the Professional or of any employee of any subcontractor of the Professional. The Professional agrees to investigate, handle, respond to, and to provide defense for and defend against, any such liability, claims or demands at the sole expense of the Professional, or at the option of the City, agrees to pay the City or reimburse the City for the defense costs incurred by the City in connection with, any such liability, claims, or demands. If it is determined by the final judgment of a court of competent jurisdiction that such injury, loss, or damage was caused in whole or in part by the act, omission, or other fault of the City, its officers, or its employees, the City shall reimburse the Professional for the portion of the judgment attributable to such act, omission, or other fault of the City, its officers, or employees. DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 39 ________________________________________________________________________ CC5-971.doc Page: 5 15. Insurance. a. The Contractor agrees to procure and maintain, at its own expense, a policy or policies of insurance sufficient to insure against all liability, claims, demands, and other obligations assumed by the Contractor pursuant to the terms of this Contract. Such insurance shall be in addition to any other insurance requirements imposed by this contract or by law. The Contractor shall not be relieved of any liability, claims, demands, or other obligations assumed pursuant to the terms of this Contract by reason of its failure to procure or maintain insurance, or by reason of its failure to procure or maintain insurance in sufficient amounts, duration, or types. b. Contractor shall procure and maintain, and shall cause any subcontractor of the Contractor to procure and maintain, the minimum insurance coverages listed in the Supplemental Conditions. If the Supplemental Conditions do not set forth minimum insurance coverage, then the minimum coverage shall be as set forth below. Such coverage shall be procured and maintained with forms and insurance acceptable to City. All coverage shall be continuously maintained to cover all liability, claims, demands, and other obligations assumed by the Contractor pursuant to the terms of this Contract. In the case of any claims-made policy, the necessary retroactive dates and extended reporting periods shall be procured to maintain such continuous coverage. 1. Workmen's Compensation insurance to cover obligations imposed by applicable laws for any employee engaged in the performance of work under this contract, and Employers' Liability insurance with minimum limits of FIVE HUNDRED THOUSAND DOLLARS ($500,000.00) for each accident, FIVE HUNDRED THOUSAND DOLLARS ($500,000.00) disease - policy limit, and FIVE HUNDRED THOUSAND DOLLARS ($500,000.00) disease - each employee. Evidence of qualified self-insured status may be substituted for the Workmen's Compensation requirements of this paragraph. 2. Commercial General Liability insurance with minimum combined single limits of ONE MILLION DOLLARS ($1,000,000.00) each occurrence and ONE MILLION DOLLARS ($1,000,000.00) aggregate. The policy shall be applicable to all premises and operations. The policy shall include coverage for bodily injury, broad form property damage (including completed operations), personal injury (including coverage for contractual and employee acts), blanket contractual, independent contractors, products, and completed operations. The policy shall include coverage for explosion, collapse, and underground hazards. The policy shall contain a severability of interests provision. 3. Comprehensive Automobile Liability insurance with minimum combined single limits for bodily injury and property damage of not less than ONE MILLION DOLLARS ($1,000,000.00) each occurrence and ONE MILLION DOLLARS ($1,000,000.00) aggregate with respect to each Contractor's owned, hired and non-owned vehicles assigned to or used in performance of the services. The policy shall contain a severability of interests provision. If the Contractor has no DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 40 ________________________________________________________________________ CC5-971.doc Page: 6 owned automobiles, the requirements of this Section 5.4.2.3 shall be met by each employee of the Contractor providing services to the City under this contract. c. Except for any Contractor Liability insurance that may be required, the policy or policies required above shall be endorsed to include the City of Aspen and the City of Aspen's officers and employees as additional insureds. Every policy required above shall be primary insurance, and any insurance carried by the City of Aspen, its officers or employees, or carried by or provided through any insurance pool of the City of Aspen, shall be excess and not contributory insurance to that provided by Contractor. No additional insured endorsement to the policy required above shall contain any exclusion for bodily injury or property damage arising from completed operations. The Contractor shall be solely responsible for any deductible losses under any policy required above. d. The certificate of insurance provided to the City of Aspen shall be completed by the Contractor's insurance agent as evidence that policies providing the required coverage, conditions, and minimum limits are in full force and effect, and shall be reviewed and approved by the City of Aspen prior to commencement of the contract. No other form of certificate shall be used. The certificate shall identify this contract and shall provide that the coverage afforded under the policies shall not be canceled, terminated or materially changed until at least thirty (30) days prior written notice has been given to the City of Aspen. e. In addition, these Certificates of Insurance shall contain the following clauses: Underwriters and issuers shall have no right of recovery or subrogation against the City of Aspen, it being the intention of the parties that the insurance policies so effected shall protect all parties and be primary coverage for any and all losses covered by the above-described insurance. To the extent that the City's insurer(s) may become liable for secondary or excess coverage, the City's underwriters and insurers shall have no right of recovery or subrogation against the Contractor. The insurance companies issuing the policy or policies shall have no recourse against the City of Aspen for payment of any premiums or for assessments under any form of policy. Any and all deductibles in the above-described insurance policies shall be assumed by and be for the amount of, and at the sole risk of the Proposer. Location of operations shall be: "All operations and locations at which work in connection with the referenced project is done." Certificates of Insurance for all renewal policies shall be delivered to the Architect at least fifteen (15) days prior to a policy's expiration date except for any policy expiring on the expiration date of this Contract or thereafter. DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 41 ________________________________________________________________________ CC5-971.doc Page: 7 e. Failure on the part of the Contractor to procure or maintain policies providing the required coverage, conditions, and minimum limits shall constitute a material breach of contract upon which City may immediately terminate this contract, or at its discretion City may procure or renew any such policy or any extended reporting period thereto and may pay any and all premiums in connection therewith. All moneys so paid by City shall be repaid by Contractor to City upon demand, or City may offset the cost of the premiums against moneys due to Contractor from City. f. City reserves the right to request and receive a certified copy of any policy and any endorsement thereto. 16. Damage or Destruction. If the Project is destroyed or damaged by any accident or disaster, such as fire, storm, flood, landslide, earthquake, subsidence, theft or vandalism, any work done by Contractor in rebuilding or restoring the work shall be paid for by City as extra work under Paragraph 8 above. If, however, the estimated cost of replacement of the work already completed by Contractor exceeds twenty (20%) percent of the insured sum set forth in Paragraph 14 above, City shall have the option to cancel this Contract and, in such event, Contractor shall be paid the reasonable cost, including net profit to Contractor in the amount of ten (10%) percent, of all work performed by Contractor before such cancellation. 17. Notices. Any notice which any party is required or may desire to give to any other party shall be in writing and may be personally delivered or given or made by United States mail addressed as follows: To City: City of Aspen _________________________________ 130 South Galena Street Aspen, Colorado 81611 To Contractor: Living Design Studios_______________ PO Box 973_______________________ Lafayette, CO 80026________________ subject to the right of either party to designate a different address for itself by notice similarly given. Any notice so given, delivered or made by United States mail, shall be deemed to have been given the same day as transmitted by telecopier or delivered personally, one day after consignment to overnight courier service such as Federal DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 42 ________________________________________________________________________ CC5-971.doc Page: 8 Express, or two days after the deposit in the United States mail as registered or certified matter, addressed as above provided, with postage thereon fully prepaid. 18. Inspections; Warranties. (a) Contractor shall conduct an inspection of the Project prior to final acceptance of the work with City. (b) Contractor shall schedule and cause to be performed all corrective activities necessitated as a result of any deficiencies noted on the final inspection prior to acceptance. The costs of material and/or labor incurred in connection with such corrective activities shall not be reimbursed or otherwise paid to Contractor. (c) Contractor shall obtain, at City's expense, third party warranty contracts (to be entered into by City). 19. Licensure of Contractor. Contractor hereby represents and warrants to City that Contractor is duly licensed as a general contractor in the State of Colorado, and if applicable, in the County of Pitkin. 20. Independent Contractor. It is expressly acknowledged and understood by the parties that nothing in this Contract shall result in, or be construed as establishing an employment relationship. The Contractor shall be, and shall perform as, an independent the Contractor who agrees to use his best efforts to provide the Work on behalf of the City. No agent, employee, or servant of the Contractor shall be, or shall be deemed to be, the employee, agent or servant of the City. The City is interested only in the results obtained under the Contract Documents. The manner and means of conducting the Work are under the sole control of the Contractor. None of the benefits provided by the City to its employees including, but not limited to, worker's compensation insurance and unemployment insurance, are available from the City to the employees, agents or servants of the Contractor. The Contractor shall be solely and entirely responsible for its acts and for the acts of the Contractor's agents, employees, servants and subcontractors during the performance of the Contract. THE CONTRACTOR, AS AN INDEPENDENT CONTRACTOR, SHALL NOT BE ENTITLED TO WORKERS' COMPENSATION BENEFITS AND SHALL BE OBLIGATED TO PAY FEDERAL AND STATE INCOME TAX ON ANY MONEYS EARNED PURSUANT TO THE CONTRACT. 21. Assignment. This Contract is for the personal services of Contractor. Contractor shall not transfer or assign this Contract or its rights and responsibilities under this Contract nor subcontract to others its rights and responsibilities under this Contract, and any attempt to do so shall be void and constitute a material breach of this Contract. 22. Successors and Assigns. Subject to paragraph 22, above, this Contract shall be binding on, and shall inure to the benefit of, City and Contractor and their respective successors and assigns. DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 43 ________________________________________________________________________ CC5-971.doc Page: 9 23. Entire Contract. This Contract contains the entire Contract between City and Contractor respecting the matters set forth herein and supersedes all prior Contracts between City and Contractor respecting such matters. 24. Waivers. No waiver by City or Contractor of any default by the other or of any event, circumstance or condition permitting either to terminate this Contract shall constitute a waiver of any other default or other such event, circumstance or condition, whether of the same or of any other nature or type and whether preceding, concurrent or succeeding; and no failure or delay by either City or Contractor to exercise any right arising by reason of any default by the other shall prevent the exercise of such right while the defaulting party continues in default, and no waiver of any default shall operate as a waiver of any other default or as a modification of this Contract. 25. Remedies Non-Exclusive. No remedy conferred on either party to this Contract shall be exclusive of any other remedy herein or by law provided or permitted, but each shall be cumulative and shall be in addition to every other remedy. 26. Governing Law. This Contract shall be governed by, and construed in accordance with, the laws of the State of Colorado. Venue for any action at law or equity shall be Pitkin County. 27. Attorneys' Fees. If either party to this Contract shall institute any action or proceeding to enforce any right, remedy or provision contained in this Contract, the prevailing party in such action shall be entitled to receive its attorneys' fees in connection with such action from the non-prevailing party. 28. Severability. Any provision in this Contract which is held to be inoperative, unenforceable or invalid shall be inoperative, unenforceable or invalid without affecting the remaining provisions, and to this end the provisions of this Contract are declared to be severable. 29. Nondiscrimination. During the performance of this Contract, the Contractor agrees as follows: The Contractor will not discriminate against any employee or applicant for employment because of race, color, religion, sex, national origin, age, marital status, sexual orientation, being handicapped, a disadvantaged person, or a disabled or Vietnam era veteran. The Contractor will take affirmative action to insure that applicants are employed, and that employees are treated during employment without regard to their race, color, religion, sex, national origin, sex, age, sexual orientation, handicapped, a disadvantaged person, or a disabled or Vietnam era veteran. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post in conspicuous places, available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 44 ________________________________________________________________________ CC5-971.doc Page: 10 30. Prohibited Interest. No member, officer, or employee of the City of Aspen, Pitkin County or the Town of Snowmass Village shall have any interest, direct or indirect, in this Contract or the proceeds thereof. 31. Warranties Against Contingent Fees, Gratuities, Kickbacks and Conflict of Interest: a. The Contractor warrants that no person or selling agency has been employed or retained to solicit or secure this Contract upon a Contract or understanding for a commission, percentage, brokerage, or contingency fee, excepting bona fide employees or bona fide established commercial or selling agencies maintained by the Contractor for the purpose of securing business. b. The Contractor agrees not to give any employee or former employee of the City a gratuity or any offer of employment in connection with any decision, approval, disapproval, recommendation, preparation of any part of a program requirement or a purchase request, influencing the content of any specification or procurement standard, rendering of advice, investigation, auditing, or in any other advisory capacity in any proceeding or application, request for ruling, determination, claim or controversy, or other particular matter, pertaining to this Contract or to any solicitation or proposal therefor. c. It shall be a material breach of the Contract for any payment, gratuity, or offer of employment to be made by or on behalf of a Subcontractor under a contract to the prime Contractor or higher tier Subcontractor or any person associated therewith, as an inducement for the award of a Subcontract or order. The Contractor is prohibited from inducing, by any means, any person employed under this Contract to give up any part of the compensation to which he/she is otherwise entitled. The Contractor shall comply with all applicable local, state and federal "anti-kickback" statutes or regulations. 32. Payments Subject to Annual Appropriations. If the contract awarded extends beyond the calendar year, nothing herein shall be construed as an obligation by the City beyond any amounts that may be, from time to time, appropriated by the City on an annual basis. It is understood that payment under any contract is conditional upon annual appropriation of funds by said governing body and that before providing services, the Contractor, if it so requests, will be advised as to the status of funds appropriated for services or materials and shall not be obligated to provide services or materials for which funds have not been appropriate. 33. Illegal Aliens – CRS 8-17.5-101 & 24-76.5-101. a. Purpose. During the 2006 Colorado legislative session, the Legislature passed House Bills 06-1343 (subsequently amended by HB 07-1073) and 06-1023 that added new statutes relating to the employment of and contracting with illegal aliens. These new laws prohibit all state agencies and political subdivisions, including the City of Aspen, from knowingly hiring an illegal alien to perform work under a contract, or to knowingly contract with a subcontractor who knowingly hires with an illegal alien to perform work under the contract. The new DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 45 ________________________________________________________________________ CC5-971.doc Page: 11 laws also require that all contracts for services include certain specific language as set forth in the statutes. The following terms and conditions have been designed to comply with the requirements of this new law. b. Definitions. The following terms are defined in the new law and by this reference are incorporated herein and in any contract for services entered into with the City of Aspen. b. Definitions. The following terms are defined in the new law and by this reference are incorporated herein and in any contract for services entered into with the City of Aspen. “Basic Pilot Program” means the basic pilot employment verification program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, that is administered by the United States Department of Homeland Security. “Public Contract for Services” means this Agreement. “Services” means the furnishing of labor, time, or effort by a Contractor or a subcontractor not involving the delivery of a specific end product other than reports that are merely incidental to the required performance. c. By signing this document, Contractor certifies and represents that at this time: (i) Contractor does not knowingly employ or contract with an illegal alien; and (ii) Contractor has participated or attempted to participate in the Basic Pilot Program in order to verify that it does not employ illegal aliens. d. Contractor hereby certifies that: (i) Contractor shall not knowingly employ or contract new employees without confirming the employment eligibility of all such employees hired for employment in the United States under the Public Contract for Services. (ii) Contractor shall not enter into a contract with a subcontractor that fails to confirm to the Contractor that the subcontractor shall not knowingly hire new employees without confirming their employment eligibility for employment in the United States under the Public Contract for Services. (iii) Contractor has verified or has attempted to verify through participation in the Federal Basic Pilot Program that Contractor does not DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 46 ________________________________________________________________________ CC5-971.doc Page: 12 employ any new employees who are not eligible for employment in the United States; and if Contractor has not been accepted into the Federal Basic Pilot Program prior to entering into the Public Contract for Services, Contractor shall forthwith apply to participate in the Federal Basic Pilot Program and shall in writing verify such application within five (5) days of the date of the Public Contract. Contractor shall continue to apply to participate in the Federal Basic Pilot Program and shall in writing verify same every three (3) calendar months thereafter, until Contractor is accepted or the public contract for services has been completed, whichever is earlier. The requirements of this section shall not be required or effective if the Federal Basic Pilot Program is discontinued. (iv) Contractor shall not use the Basic Pilot Program procedures to undertake pre-employment screening of job applicants while the Public Contract for Services is being performed. (v) If Contractor obtains actual knowledge that a subcontractor performing work under the Public Contract for Services knowingly employs or contracts with a new employee who is an illegal alien, Contractor shall: (1) Notify such subcontractor and the City of Aspen within three days that Contractor has actual knowledge that the subcontractor has newly employed or contracted with an illegal alien; and (2) Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the new employee who is an illegal alien; except that Contractor shall not terminate the Public Contract for Services with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. (vi) Contractor shall comply with any reasonable request by the Colorado Department of Labor and Employment made in the course of an investigation that the Colorado Department of Labor and Employment undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. (vii) If Contractor violates any provision of the Public Contract for Services pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City of Aspen may terminate the Public Contract for Services. If the Public Contract for Services is so terminated, Contractor shall be liable for actual and consequential damages to the City of Aspen arising out of Contractor’s violation of Subsection 8-17.5-102, C.R.S. DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 47 ________________________________________________________________________ CC5-971.doc Page: 13 (ix) If Contractor operates as a sole proprietor, Contractor hereby swears or affirms under penalty of perjury that the Contractor (1) is a citizen of the United States or otherwise lawfully present in the United States pursuant to federal law, (2) shall comply with the provisions of CRS 24-76.5-101 et seq., and (3) shall produce one of the forms of identification required by CRS 24-76.5-103 prior to the effective date of this Agreement. 34. Electronic Signatures and Electronic Records This Agreement and any amendments hereto may be executed in several counterparts, each of which shall be deemed an original, and all of which together shall constitute one agreement binding on the Parties, notwithstanding the possible event that all Parties may not have signed the same counterpart. Furthermore, each Party consents to the use of electronic signatures by either Party. The Scope of Work, and any other documents requiring a signature hereunder, may be signed electronically in the manner agreed to by the Parties. The Parties agree not to deny the legal effect or enforceability of the Agreement solely because it is in electronic form or because an electronic record was used in its formation. The Parties agree not to object to the admissibility of the Agreement in the form of an electronic record, or a paper copy of an electronic documents, or a paper copy of a document bearing an electronic signature, on the ground that it is an electronic record or electronic signature or that it is not in its original form or is not an original. 35. Termination of Previous Agreement. On or about September 25, 2020, the parties hereto entered into a Supply Procurement Agreement for the acquisition of materials for the Project that is the subject of this Contract. The materials that were the subject of the September 25, 2020 contract are incorporated in this Contract. Therefore, the Supply Procurement Agreement dated September 25, 2020, is hereby superseded by this Contract and deemed of no further use or effect. IN WITNESS WHEREOF, the parties agree hereto have executed this Contract for Construction on the date first above written. ATTESTED BY: CITY OF ASPEN, COLORADO By: ____________ Title:_________________________ APPROVED AS TO FORM: By: DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 48 ________________________________________________________________________ CC5-971.doc Page: 14 City Attorney ATTESTED BY: CONTRACTOR: __________________________ By: __________________________ Title:__________________________ Note: Certification of Incorporation shall be executed if Contractor is a Corporation. If a partnership, the Contract shall be signed by a Principal and indicate title. DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 President 49 ________________________________________________________________________ CC5-971.doc Page: 15 CERTIFICATE OF INCORPORATION (To be completed if Contractor is a Corporation) STATE OF ____________________) ) SS. COUNTY OF __________________) On this _______ day of ________________________________, 20____, before me appeared ___________________________________________________, to me personally known, who, being by me first duly sworn, did say that s/he is ___________________________________ of _______________________________________________________ and that the seal affixed to said instrument is the corporate seal of said corporation, and that said instrument was signed and sealed in behalf of said corporation by authority of its board of directors, and said deponent acknowledged said instrument to be the free act and deed of said co rporation. W ITNESS MY HAND AND NOTARIAL SEAL the day and year in this certificate first above written. ______________________________________ Notary Public ______________________________________ Address My commission expires: _______________________ DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 50 JOB NAME 20.150 PROPOSAL C DATE 10/5/2020 SUMMARY REFERENCE ASSUMPTIONS INCLUSIONS EXCLUSIONS Qty Rate Total 20 $ 85.00 1,700.00$ 110 $ 85.00 9,350.00$ $ 85.00 -$ 2 $ 85.00 170.00$ 80 $ 85.00 6,800.00$ 4 $ 85.00 340.00$ 349 $ 85.00 29,665.00$ 0 $ 85.00 -$ 371 $ 85.00 31,535.00$ Total Labor Hours 936 79,560.00$ Units Cost/Unit Total 1.00 40,524.24$ 40,524.24$ 1.00 1,200.00$ 1,200.00$ -$ -$ -$ -$ -$ 41,724.24$ 41,724.24$ Units Cost/Unit Total 1.00 3,289.00$ 3,289.00$ 1.00 1,500.00$ 1,500.00$ 1.00 2,500.00$ 2,500.00$ 7,289.00$ Units Cost/Unit Total 1 - -$ 1 13,649.20$ 13,649.20$ 13,649.20$ Units Cost/Unit Total 1 500.00$ 500.00$ 4 115.00$ 460.00$ 460.00$ Approval 49,473.24$ 9,894.65$ 93,209.20$ 152,577.09$ Labor & Travel Proposal Total WORKSHEET 20% Mark Up on Materials, Subs, & Equipment Total Subs TRAVEL Description Field measure non-labor travel costs Installation non-labor travel costs Total Subs EQUIPMENT Description Waterjet Total Equipment Subtotal Materials, Subs, Equipment Lift Rental Total Materials SUBCONTRACTORS Description Blast, Bottom Coat, Top Coat On Site Touch-Up of Top Coat Engineering Subtotal Materials Total Labor MATERIALS Description Number from 09-11 BOM = 48629.09 2 Part MacroPoxy Fabricator Patina Installation Hours WaterJet- Path Files Project Coordination and Material Handling Includes S&H for Coating Svc. Waterjet Operator Field Measure Rhino/Design Labor Hours Mock-Up/Samples Description Small /Disadvantaged Business Enterprise (S/DBE) PO Box 973 Lafayette . CO 80026 | (303) 442-2614 | info@livingdesignstudios.com City of Aspen, Slide Stair The Proposal Total on this page includes Exhibit B and the Supply Procurement Agreement and the remaining services to comepte the Design, Fabrication, & Installation per LDSi Drawings. City of Aspen to Furnish Gantry. Existing Photos, Existing Stair Drawings, Exhibit B, Supply Procurement Agreement LDSi will use the City of Aspen's Erected Gantry system for installing the metalwork. Connections between new metalwork and existing structure are identical or similar to conditions prior to demolition. Materials and assemblies will not be deviating from Shop Drawings Submitted For Review. All Metals to be Stainless - no aluminum, brass, bronze, carbon steel, or copper alloys used. Shop Drawings approved by a Structural Engineer, Materials, Fabrication, 2 Part Macropoxy Coating, Installation EXCLUSIONS unless otherwise noted: Plumbing, reinstallation of any slide components, concrete work, Waterproofing; Any and all materials other than metal except those required for installation such as epoxy or adhesive; Hardware; Wood; Glass; Lighting and Electrical; Stone; Blocking; Protection of our work after completion; Testing; Overtime; Night time hours; Permits; Bond; Davis Bacon Wages; Foundations; Concrete and grout; Grout under columns; Installation of embeds; Cranes and Lifts; Union shop; AISC shop; Made in America Materials or "Buy America" materials; and WIN requirements; Escalation of materials, labor and overhead; Asbestos Class; Background Checks; Location of post tension or ice melt; Installation tie-off points; Temporary guardrails; Traffic or pedestrian control; Lane closures; Certified flagman. LABOR DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 51 46" 1/4 2-62-6 2-6 2-62-6 2-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FF XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX 1:2 - 6 = 12 C 2-62-62-62-6 1/4 2-62-62-6 2-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-6 0'-0"L1FF XXX11 XXX 1XXX 2-62-62-62-6 2-62-62-62-62-62-62-62-62-6 0'-0"L1FF XXXXXX11 1XXX XXX2: 1 - 2 = 1 1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 1/81/8 1/8 1/81/8 TYP. 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/81/8 1/8 1/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/8 1/8 1/8 1/8 1/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/8 1/8 1/8 1/8 1/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/8 1/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 1/8 2-6 1/8 1/8 2-6 1/8 1/8 XXX 1/81/8 1/8 1 1/8 1/8 1:4 - 3 = 12 1/8 1/8 1/8 1/8 1/8 1/8 1/81/8 3 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 Z503 1/8 1/8 1 1/8 Z503 2-6 2-6 2-6 2-6 2-61/8 1/8 1/8 3" CONCRETE INFILL, BY OTHERS 1/8 1/8 1/8 1/8 1/8 1/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/8 1/81/8 1/8 1/8 1/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/8 1/81/8 1/8 1/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø 1/8 1/81/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 1/81/8 3" CONCRETE INFILL, BY OTHERS 1/8 1/8 Ø 1/8 Ø 1/8 Ø 1/8 1/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/8 1/81/8 1/8 1/81/81/8 1 - 12 1/8 1/81/8 1/8 Ø 1/8 Ø1/8 Ø 1/8 Ø 1/81/81/81/8 1/81/8 PAN TO HSS 1/8 1/81/81/8 1/81/81/8 PAN TO HSS 1/8 1/8 Ø1/8 Ø1/8 Ø1/8 Ø 1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS 1/81/81/81/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS 1/8 1/81/81/8 1/8 Ø1/8 Ø SLIDE CLOSURE TO BE DETAILED IN FABRICATION DRAWINGS 1/8 Ø 2-6 2-6 2-6 2-6 2-6 12"12" LEADER BORDER DOTS DASHED DOT DASHED HIDDEN PHANTOM 15' - 10 3 4 " LANDING 3 2" 12" MATERIAL TAKEOFFS RFQ DXF CUT FILES TYP. TYP. TYP. 20' - 7 3 8 " LANDING 4 COLUMN PENDING STRUCT 10' - 1/8" LANDING 20' - 0" GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP. TYP. TYP. TYP. TYP. TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP. TYP. TYP. TYP. TYP. TYP. TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAP TYP. TYP. TYP. TYP. TYP. ANGLE TO HSS TYP. TYP.TYP. 1/8 1/4 TYP.TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. XXX 1 XXX 1 1 XXX 0'-0" L1FF TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. 1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN, FOR LANDING SUPPORT TYP. TYP. TYP. TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP. TYP. TYP. TYP. TYP. TYP. TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP.TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 10' - 1/8" LANDING 2 20' - 7 3 8" LANDING 4 4' - 8 1 2" LANDING 1 15' - 10 3 4" LANDING 3 0' - 0" GROUND 20' - 7 3 8 " LANDING 4 4' - 8 1 2 " LANDING 1 15' - 10 3 4 " LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONT BETWEEN FLIGHTS, TYP 1-1/2" DIA HANDRAIL, CONT BETWEEN FLIGHTS, TYP EXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIA HANDRAIL 1 Z300 1 1 Z300 1-1/2" DIA HANDRAIL EXISITING SLIDE ENTERANCE, SOLID INFILL PANEL TO WRAP SLIDE PROFILE, VIF. 1/4 ZURN DRAIN, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS VISIBLE SEAM AT STRINGER AND LANDING BOLTED CONNECTIONS, TYP. EXISITNG WALL BUMP OUT FOR HVAC, BY OTHERS SST MESH INFILL PANEL. TYP. ZURN DRAIN, BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z502 3 EXISTING CONC LANDING AND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP. TYP.TYP. TYP. 2 " TYP.TYP. TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501 Z501 1,2,4 316 TECHNA STYLE MESH316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-6 2-62-6 2-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0"L1FF 2-6 2-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-6 2-62-6 2-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C 0'-0" L1FF 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 1 1 XXX XXX 1 XXX 1 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-62-6 2-6 2-6 2-6 2-6 XXX 1 1 1 1 XXX 0'-0" L1FF 1:64 - 3/16 = 12 1:96 - 1/8 = 12 1:48 - 1/4 = 12 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-62-6 2-6 0'-0" L1FF 1 XXX XXX 1 1 XXX LC 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-62-6 2-6 0'-0" L1FF XXX 1 XXX 1 1 XXX XXX C 2-6 2-6 2-6 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF XXX1 1 1 XXX 1 XXX 1:24 - 1/2 = 12 LC 0'-0" L1FF 1 XXX 1 1 XXX XXX 1:12 - 1 = 12 LC 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-62-6 2-6 0'-0" L1FF XXX 1 1 XXX 1 XXX 0'-0" L1FF 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 LC XXX XXX 1 1 XXX 1 XXX CL 2-6 2-62-6 2-6 1/4 2-62-6 2-6 XXX 1 2-62-6 10" x 2" x 3/16" SST HSS PAINTED L 2-6 1:4 - 3 = 12 1 2-6 2-6 2-6 1:8 - 1-1/2 = 12 1 XXX 2-6 2-6 2-6 1 XXX 1:16 - 3/4 = 12 XXX 2-6 2-6 2-6 L 1 2-6 2-6 1:32 - 3/8 = 12 XXX 1 2-6 2-6 2-6 XXX XXX 2-6 2-6 2-6 XXX 2-6 2-6 2-6 L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3 TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDING AND STAIR, BY OTHERS Z502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAIL ZURN DRAIN, BY OTHERS Z300 104" EXIST CONC LANDING TYP. TYP. EXISTING HANDRAIL, BY OTHERS 10' - 1/8" LANDING 2 0' - 0" GROUND TYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP. TYP.TYP. TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALL AND LANDING PENDING STRUCT TYP. XXX 1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP. TYP. TYP. TYP. TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP. TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP. FAB / SHOPS CENTER LEADER 2-6 1/8 Ø 1/8 1/81/81/8 1/8 1/8 1 - 12 1/8 1/8 1/8 1/8 1/8 Ø 1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 1/8 Ø 1/8 1/8 1/8 1/8 1/8 2-6 2-6 2-6 2 1/8 1/8 Z503 1/8 1/8 1/8 GUARDRAIL NEWEL POST STL STRUCT COLUMN FOR LANDING SUPPORT 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 12-62-62-6 1:1 - 12 = 12 1 2-6 4' - 8 1 2 " LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS 40" TREAD, TYP 102" INSIDE HSS 106" OUSTIDE HSS EXIST CONC LANDING EXIST CONC STAIRS 1-1/2" DIA HANDRAIL 1-1/2" DIA TOP CAP CONT HANDRAIL NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP STRUCT COLUMN 10.05.202007.17.202009.09.2020SK1BHREVISION 120-150.01ASPEN COCITY OF ASPENASPEN RECREATION CENTERPOOL SLIDE STAIRARCHITECTURAL METALWORK WEB: LIVINGDESIGNSTUDIOS.COM MAIL: P.O. BOX 973, LAFAYETTE, CO 80026 SHOP: 1010 CARBON CT UNIT D, ERIE, CO 80516 TELE: 303-442-2614 LOCATION:NUMBER:FOR APPROVALBYDESCRIPTIONDATENO.ALIVING DESIGN STUDIOS BHFINISH:MATERIAL:STAINLESS STEELTREAD REVISIONSBHPAINTEDDRAWING TITLE 1 Z000 1/16" = 1'-0" https://autode.sk/2GrZ5aW 1 1 1 SECTION DRAWING TITLE DRAWING TITLE DRAWING INDEX: 1 1 1 3/32" = 1'-0" VERIFY COMPLIANCE W/ FIELD CONDITIONS VERIFY COMPLIANCE W/ APPROVALS QUALITY OF PROJECT IS UNDERSTOOD ALL FINISHES ARE UNDERSTOOD WHERE ARE THERE OPPORTUNITIES FOR ERROR? NO STUDS ON 16 GAUGE NO WELDS CAN TELEGRAPH NO VISIBLE WELDS ALL WELDS ARE UNDERSTOOD NO POSSIBILITY OF GALVANIC CORROSION NO TOLERENCE PROBLEMS EXIST NO WEIGHT PROBLEMS NO SIZE PROBLEMS ASSEMBLY SEQUENCE IS UNDERSTOOD FINISH SEQUENCE IS UNDERSTOOD INSTALL TOOLING CLEARANCE STAINLESS PRECAUTIONS ARE UNDERSTOOD TUBE SEAM ORIENTATION NOTED PREFAB MEETING W/ LEAD FABRICATOR COMPLETE RELATIONSHIPS TO ADJACENT LDS SCOPE IS UNDERSTOOD RELATIONSHIPS TO ADJACENT SCOPE BY OTHERS IS UNDERSTOOD 1:64 1/4" = 1'-0" 1 1" = 1'-0" 1 1/2" = 1'-0" 1 1 1. 2. 3. 4. 5. 6. 7. GENERAL NOTES: PLEASE VERIFY ALL DIMENSIONS PLEASE VERIFY ALL CODE REQUIREMENTS DESIGN PENDING FINAL STRUCTURAL REVIEW ALL WELDS ARE NOT GROUND UNLESS NOTED OTHERWISE HARDWARE 316 TYP, 304 WHEN UNAVAILABLE ALL SEALANT BY OTHERS EASE ALL EDGES COVER DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 1 1 DRAWING TITLE DRAWING TITLE 1 1/8" = 1'-0" 3/16" = 1'-0" 1:96 3/8" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1 DRAWING TITLE 3" = 1'-0" 6" = 1'-0" 12" = 1'-0" 2'-0" = 1'-0" 1:192 1:128 REVISION 1 10.05.2020 MODEL LINK (FOR REFERENCE ONLY): 1:48 1:32 1:24 1:16 1:12 1:8 1:4 1:2 1:1 2:1 PLAN ELEVATION CITY OF ASPEN ASPEN RECREATION CENTER POOL SLIDE STAIR COLUMN DETAILS Z101 Z201 Z301 Z501 Z502 Z503 LANDING DETAILS GUARD DETAILS DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 52 46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 1/81/8 1/8 1/81/8 TYP. 1/8 1/81/8 1/8 1/8 1/8 1/8 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8 Z5031/81/8 11/8 Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 ØSLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 3 4 " LANDING 3 2"12"MATERIAL TAKEOFFS RFQ DXF CUT FILESTYP.TYP.TYP. 20' - 7 3 8 " LANDING 4 COLUMN PENDING STRUCT 10' - 1/8" LANDING 20' - 0" GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP. TYP. TYP. TYP. TYP. TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAP TYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38"LANDING 44' - 8 12"LANDING 115' - 10 34"LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12"LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIA HANDRAIL 1 Z300 1 1 Z300 1-1/2" DIA HANDRAIL EXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP. ZURN DRAIN, BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP. 2 " TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C 0'-0" L1FF 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 1 1 XXX XXX 1 XXX 1 2-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 12 1:96 - 1/8 = 12 1:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6 XXX 2-6 2-6 2-6 L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAIL ZURN DRAIN, BY OTHERS Z300 104" EXIST CONC LANDING TYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP. TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-6 21/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/8 1/8 1/8 1/8 1/8 Ø 1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-6 4' - 8 1 2 " LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS 40" TREAD, TYP 102" INSIDE HSS 106" OUSTIDE HSS EXIST CONC LANDING EXIST CONC STAIRS 1-1/2" DIA HANDRAIL 1-1/2" DIA TOP CAP CONT HANDRAIL NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP STRUCT COLUMN 46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 1/81/8 1/8 1/81/8 TYP. 1/8 1/81/8 1/8 1/8 1/8 1/8 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8 Z5031/81/8 11/8 Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 ØSLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 3 4 " LANDING 3 2"12"MATERIAL TAKEOFFS RFQ DXF CUT FILESTYP.TYP.TYP. 20' - 7 3 8 " LANDING 4 COLUMN PENDING STRUCT 10' - 1/8" LANDING 20' - 0" GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP. TYP. TYP. TYP. TYP. TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAP TYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38"LANDING 44' - 8 12"LANDING 115' - 10 34"LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIA HANDRAIL 1 Z300 1 1 Z300 1-1/2" DIA HANDRAIL EXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP. ZURN DRAIN, BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP. 2 " TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C 0'-0" L1FF 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 1 1 XXX XXX 1 XXX 1 2-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 12 1:96 - 1/8 = 12 1:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6 XXX 2-6 2-6 2-6 L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAIL ZURN DRAIN, BY OTHERS Z300 104" EXIST CONC LANDING TYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP. TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-6 21/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/8 1/8 1/8 1/8 1/8 Ø 1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-6 4' - 8 1 2 " LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS 40" TREAD, TYP 102" INSIDE HSS 106" OUSTIDE HSS EXIST CONC LANDING EXIST CONC STAIRS 1-1/2" DIA HANDRAIL 1-1/2" DIA TOP CAP CONT HANDRAIL NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP STRUCT COLUMN 46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 1/81/8 1/8 1/81/8 TYP. 1/8 1/81/8 1/8 1/8 1/8 1/8 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8 Z5031/81/8 11/8 Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 Ø SLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 3 4 " LANDING 3 2"12"MATERIAL TAKEOFFS RFQ DXF CUT FILESTYP.TYP.TYP. 20' - 7 3 8 " LANDING 4 COLUMN PENDING STRUCT 10' - 1/8" LANDING 20' - 0" GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP. TYP. TYP. TYP. TYP. TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAP TYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38 "LANDING 44' - 8 12"LANDING 115' - 10 34 "LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIA HANDRAIL 1 Z300 1 1 Z300 1-1/2" DIA HANDRAIL EXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP. ZURN DRAIN, BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP. 2 " TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C 0'-0" L1FF 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 1 1 XXX XXX 1 XXX 1 2-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 12 1:96 - 1/8 = 12 1:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6 XXX 2-6 2-6 2-6 L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAIL ZURN DRAIN, BY OTHERS Z300 104" EXIST CONC LANDING TYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP. TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-6 21/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/8 1/8 1/8 1/8 1/8 Ø 1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-6 4' - 8 1 2 " LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS 40" TREAD, TYP 102" INSIDE HSS 106" OUSTIDE HSS EXIST CONC LANDING EXIST CONC STAIRS 1-1/2" DIA HANDRAIL 1-1/2" DIA TOP CAP CONT HANDRAIL NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP STRUCT COLUMN 10.05.202007.17.202009.09.2020SK1BHREVISION 120-150.01ASPEN COCITY OF ASPENASPEN RECREATION CENTERPOOL SLIDE STAIRARCHITECTURAL METALWORK WEB: LIVINGDESIGNSTUDIOS.COM MAIL: P.O. BOX 973, LAFAYETTE, CO 80026 SHOP: 1010 CARBON CT UNIT D, ERIE, CO 80516 TELE: 303-442-2614 LOCATION:NUMBER:FOR APPROVALBYDESCRIPTIONDATENO.ALIVING DESIGN STUDIOS BHFINISH:MATERIAL:STAINLESS STEELTREAD REVISIONSBHPAINTED1:16 1:12 1:128 1:8 1:48 3" = 1'-0" 1:64 1:96 3/16" = 1'-0" 1:192 2'-0" = 1'-0" 6" = 1'-0" DRAWING TITLE STAIR PLAN - LANDING TWO 1 1/2" = 1'-0" 1" = 1'-0" 3/4" = 1'-0" 1/2" = 1'-0" 3/8" = 1'-0" 1/4" = 1'-0" 1 1/8" = 1'-0" 3/32" = 1'-0" 1/16" = 1'-0" DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 12" = 1'-0" DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 1 1 1 1 1 11:32 1 1 1 1 1 1 1 VERIFY COMPLIANCE W/ FIELD CONDITIONS VERIFY COMPLIANCE W/ APPROVALS QUALITY OF PROJECT IS UNDERSTOOD ALL FINISHES ARE UNDERSTOOD WHERE ARE THERE OPPORTUNITIES FOR ERROR? NO STUDS ON 16 GAUGE NO WELDS CAN TELEGRAPH NO VISIBLE WELDS ALL WELDS ARE UNDERSTOOD NO POSSIBILITY OF GALVANIC CORROSION NO TOLERENCE PROBLEMS EXIST NO WEIGHT PROBLEMS NO SIZE PROBLEMS ASSEMBLY SEQUENCE IS UNDERSTOOD FINISH SEQUENCE IS UNDERSTOOD INSTALL TOOLING CLEARANCE STAINLESS PRECAUTIONS ARE UNDERSTOOD TUBE SEAM ORIENTATION NOTED PREFAB MEETING W/ LEAD FABRICATOR COMPLETE RELATIONSHIPS TO ADJACENT LDS SCOPE IS UNDERSTOOD RELATIONSHIPS TO ADJACENT SCOPE BY OTHERS IS UNDERSTOOD Z101 1:24 1:4 1:1 PLAN STAIR PLAN - LANDING ONE 3/8" = 1'-0" 1:2 3/8" = 1'-0" STAIR PLAN - LANDING THREE & FOUR 3/8" = 1'-0"123 2:1 DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 53 46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 1 1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 1/81/8 1/8 1/81/8 TYP. 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/8 1/8 1/8 1/8 1/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/8 1/8 1/8 1/8 1/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/8 1/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 1/8 2-6 1/8 1/8 2-6 1/8 1/8 XXX 1/81/8 1/8 1 1/8 1/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 3 1/81/81/8 1/8 1/81/81/81/81/81/81/8 Z503 1/81/8 1 1/8 Z503 2-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS 1/81/81/81/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS 1/81/81/81/81/8 Ø1/8 Ø SLIDE CLOSURE TO BE DETAILED IN FABRICATION DRAWINGS 1/8 Ø2-62-62-62-62-6 12"12" LEADER BORDER DOTS DASHED DOT DASHED HIDDEN PHANTOM 15' - 10 3 4 " LANDING 3 2" 12"MATERIAL TAKEOFFS RFQ DXF CUT FILESTYP.TYP.TYP. 20' - 7 3 8 " LANDING 4 COLUMN PENDING STRUCT 10' - 1/8" LANDING 20' - 0" GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP. TYP. TYP. TYP. TYP. TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP. TYP. TYP. TYP. TYP. TYP. TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAP TYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN, FOR LANDING SUPPORT TYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 10' - 1/8" LANDING 2 20' - 7 3 8 " LANDING 4 4' - 8 1 2 " LANDING 1 15' - 10 3 4 " LANDING 3 0' - 0" GROUND 20' - 7 3 8 " LANDING 4 4' - 8 1 2 " LANDING 1 15' - 10 3 4 " LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONT BETWEEN FLIGHTS, TYP 1-1/2" DIA HANDRAIL, CONT BETWEEN FLIGHTS, TYP EXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIA HANDRAIL 1 Z300 1 1 Z300 1-1/2" DIA HANDRAIL EXISITING SLIDE ENTERANCE, SOLID INFILL PANEL TO WRAP SLIDE PROFILE, VIF. 1/4 ZURN DRAIN, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS VISIBLE SEAM AT STRINGER AND LANDING BOLTED CONNECTIONS, TYP. EXISITNG WALL BUMP OUT FOR HVAC, BY OTHERS SST MESH INFILL PANEL. TYP. ZURN DRAIN, BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z502 3 EXISTING CONC LANDING AND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP. 2 " TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501 Z501 1,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE 34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C 0'-0" L1FF 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 1 1 XXX XXX 1 XXX 1 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-62-6 2-6 2-6 2-6 2-6 XXX 1 1 1 1 XXX 0'-0" L1FF 1:64 - 3/16 = 12 1:96 - 1/8 = 12 1:48 - 1/4 = 12 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-62-6 2-6 0'-0" L1FF 1 XXX XXX 1 1 XXX LC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12 XXX 1 2-6 2-6 2-6 XXX XXX 2-6 2-6 2-6 XXX 2-6 2-6 2-6 L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3 TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDING AND STAIR, BY OTHERS Z502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAIL ZURN DRAIN, BY OTHERS Z300 104" EXIST CONC LANDING TYP.TYP. EXISTING HANDRAIL, BY OTHERS 10' - 1/8" LANDING 2 0' - 0" GROUND TYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALL AND LANDING PENDING STRUCT TYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP. TYP. TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP. TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTER LEADER 2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-6 2 1/81/8 Z503 1/8 1/8 1/8 GUARDRAIL NEWEL POST STL STRUCT COLUMN FOR LANDING SUPPORT 1/81/8 1/8 1/8 1/81/81/81/81/81/81/8 1/8 1/8 1/8 1/8 Ø 1/8 Ø1/8 Ø1/8 Ø 1/8 Ø 12-62-62-61:1 - 12 = 1212-6 4' - 8 1 2 " LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS 40" TREAD, TYP 102" INSIDE HSS 106" OUSTIDE HSS EXIST CONC LANDING EXIST CONC STAIRS 1-1/2" DIA HANDRAIL 1-1/2" DIA TOP CAP CONT HANDRAIL NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP STRUCT COLUMN 10.05.202007.17.202009.09.2020SK1BHREVISION 120-150.01ASPEN COCITY OF ASPENASPEN RECREATION CENTERPOOL SLIDE STAIRARCHITECTURAL METALWORK WEB: LIVINGDESIGNSTUDIOS.COM MAIL: P.O. BOX 973, LAFAYETTE, CO 80026 SHOP: 1010 CARBON CT UNIT D, ERIE, CO 80516 TELE: 303-442-2614 LOCATION:NUMBER:FOR APPROVALBYDESCRIPTIONDATENO.ALIVING DESIGN STUDIOS BHFINISH:MATERIAL:STAINLESS STEELTREAD REVISIONSBHPAINTED1 1 1 VERIFY COMPLIANCE W/ FIELD CONDITIONS VERIFY COMPLIANCE W/ APPROVALS QUALITY OF PROJECT IS UNDERSTOOD ALL FINISHES ARE UNDERSTOOD WHERE ARE THERE OPPORTUNITIES FOR ERROR? NO STUDS ON 16 GAUGE NO WELDS CAN TELEGRAPH NO VISIBLE WELDS ALL WELDS ARE UNDERSTOOD NO POSSIBILITY OF GALVANIC CORROSION NO TOLERENCE PROBLEMS EXIST NO WEIGHT PROBLEMS NO SIZE PROBLEMS ASSEMBLY SEQUENCE IS UNDERSTOOD FINISH SEQUENCE IS UNDERSTOOD INSTALL TOOLING CLEARANCE STAINLESS PRECAUTIONS ARE UNDERSTOOD TUBE SEAM ORIENTATION NOTED PREFAB MEETING W/ LEAD FABRICATOR COMPLETE RELATIONSHIPS TO ADJACENT LDS SCOPE IS UNDERSTOOD RELATIONSHIPS TO ADJACENT SCOPE BY OTHERS IS UNDERSTOOD 1 1 1 DRAWING TITLE DRAWING TITLE 1 1 1 1/8" = 1'-0"1 DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 1:64 1:48 DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 1/16" = 1'-0" 3/32" = 1'-0" 1 3/16" = 1'-0" 1/4" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1 1/2" = 1'-0" 3" = 1'-0" 6" = 1'-0" 12" = 1'-0" 2'-0" = 1'-0" 1:192 1:128 1:96 1 1 1:32 1:24 1:16 1:12 1:8 1:4 1:2 1:1 2:1 Z20113/8" = 1'-0" ELEVATION ELEVATION DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 54 46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 1 1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 1/8 Ø 1/8 Ø 1/8 Ø 1/8 1/81/8 1/8 1/81/8 TYP. 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/8 1/8 1/8 1/8 1/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/8 1/8 1/8 1/8 1/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/8 1/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 1/8 2-6 1/8 1/8 2-6 1/8 1/8 XXX 1/81/8 1/8 1 1/8 1/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 3 1/81/81/8 1/8 1/81/81/81/81/81/81/8 Z503 1/81/8 1 1/8 Z503 2-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS 1/81/81/81/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS 1/81/81/81/81/8 Ø1/8 Ø SLIDE CLOSURE TO BE DETAILED IN FABRICATION DRAWINGS 1/8 Ø2-62-62-62-62-6 12"12" LEADER BORDER DOTS DASHED DOT DASHED HIDDEN PHANTOM 15' - 10 3 4 " LANDING 3 2" 12"MATERIAL TAKEOFFS RFQ DXF CUT FILESTYP.TYP.TYP. 20' - 7 3 8 " LANDING 4 COLUMN PENDING STRUCT 10' - 1/8" LANDING 20' - 0" GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP. TYP. TYP. TYP. TYP. TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP. TYP. TYP. TYP. TYP. TYP. TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAP TYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN, FOR LANDING SUPPORT TYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 10' - 1/8" LANDING 2 20' - 7 3 8" LANDING 4 4' - 8 1 2" LANDING 1 15' - 10 3 4" LANDING 3 0' - 0" GROUND 20' - 7 3 8 " LANDING 4 4' - 8 1 2 " LANDING 1 15' - 10 3 4 " LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONT BETWEEN FLIGHTS, TYP 1-1/2" DIA HANDRAIL, CONT BETWEEN FLIGHTS, TYP EXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIA HANDRAIL 1 Z300 1 1 Z300 1-1/2" DIA HANDRAIL EXISITING SLIDE ENTERANCE, SOLID INFILL PANEL TO WRAP SLIDE PROFILE, VIF. 1/4 ZURN DRAIN, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS CONC TOPPING, BY OTHERS VISIBLE SEAM AT STRINGER AND LANDING BOLTED CONNECTIONS, TYP. EXISITNG WALL BUMP OUT FOR HVAC, BY OTHERS SST MESH INFILL PANEL. TYP. ZURN DRAIN, BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z502 3 EXISTING CONC LANDING AND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP. 2 " TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501 Z501 1,2,4 316 TECHNA STYLE MESH316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C 0'-0" L1FF 2-6 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 1 1 XXX XXX 1 XXX 1 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-62-6 2-6 2-6 2-6 2-6 XXX 1 1 1 1 XXX 0'-0" L1FF 1:64 - 3/16 = 12 1:96 - 1/8 = 12 1:48 - 1/4 = 12 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-62-6 2-6 0'-0" L1FF 1 XXX XXX 1 1 XXX LC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12 XXX 1 2-6 2-6 2-6 XXX XXX 2-6 2-6 2-6 XXX 2-6 2-6 2-6 L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3 TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDING AND STAIR, BY OTHERS Z502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAIL ZURN DRAIN, BY OTHERS Z300 104" EXIST CONC LANDING TYP.TYP. EXISTING HANDRAIL, BY OTHERS 10' - 1/8" LANDING 2 0' - 0" GROUND TYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALL AND LANDING PENDING STRUCT TYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP. TYP. TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP. TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTER LEADER 2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-6 2 1/81/8 Z503 1/8 1/8 1/8 GUARDRAIL NEWEL POST STL STRUCT COLUMN FOR LANDING SUPPORT 1/81/8 1/8 1/8 1/81/81/81/81/81/81/8 1/8 1/8 1/8 1/8 Ø 1/8 Ø1/8 Ø1/8 Ø 1/8 Ø 12-62-62-61:1 - 12 = 1212-6 4' - 8 1 2" LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP40" TREAD, TYP 100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP 100" INSIDE HSS 40" TREAD, TYP 102" INSIDE HSS 106" OUSTIDE HSS EXIST CONC LANDING EXIST CONC STAIRS 1-1/2" DIA HANDRAIL 1-1/2" DIA TOP CAP CONT HANDRAIL NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP CONT HANDRAIL, NON-CONT TOP CAP STRUCT COLUMN 10.05.202007.17.202009.09.2020SK1BHREVISION 120-150.01ASPEN COCITY OF ASPENASPEN RECREATION CENTERPOOL SLIDE STAIRARCHITECTURAL METALWORK WEB: LIVINGDESIGNSTUDIOS.COM MAIL: P.O. BOX 973, LAFAYETTE, CO 80026 SHOP: 1010 CARBON CT UNIT D, ERIE, CO 80516 TELE: 303-442-2614 LOCATION:NUMBER:FOR APPROVALBYDESCRIPTIONDATENO.ALIVING DESIGN STUDIOS BHFINISH:MATERIAL:STAINLESS STEELTREAD REVISIONSBHPAINTED1:2 1:1 1:32 2:1 1:12 1:192 1:16 1:24 3/4" = 1'-0" 1:48 1:64 1:128 DRAWING TITLE 1:96 2'-0" = 1'-0" 12" = 1'-0" 6" = 1'-0" 3" = 1'-0" 1 1/2" = 1'-0" 1" = 1'-0" 1 1/2" = 1'-0" 3/8" = 1'-0" 1/4" = 1'-0" 3/16" = 1'-0" 1/8" = 1'-0" 3/32" = 1'-0" SECTION - STAIRCASE 3/8" = 1'-0" DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 1 1 1:8 1 1 1 1 1 1 1 1 1 1 1 VERIFY COMPLIANCE W/ FIELD CONDITIONS VERIFY COMPLIANCE W/ APPROVALS QUALITY OF PROJECT IS UNDERSTOOD ALL FINISHES ARE UNDERSTOOD WHERE ARE THERE OPPORTUNITIES FOR ERROR? NO STUDS ON 16 GAUGE NO WELDS CAN TELEGRAPH NO VISIBLE WELDS ALL WELDS ARE UNDERSTOOD NO POSSIBILITY OF GALVANIC CORROSION NO TOLERENCE PROBLEMS EXIST NO WEIGHT PROBLEMS NO SIZE PROBLEMS ASSEMBLY SEQUENCE IS UNDERSTOOD FINISH SEQUENCE IS UNDERSTOOD INSTALL TOOLING CLEARANCE STAINLESS PRECAUTIONS ARE UNDERSTOOD TUBE SEAM ORIENTATION NOTED PREFAB MEETING W/ LEAD FABRICATOR COMPLETE RELATIONSHIPS TO ADJACENT LDS SCOPE IS UNDERSTOOD RELATIONSHIPS TO ADJACENT SCOPE BY OTHERS IS UNDERSTOOD Z301 1 1/16" = 1'-0" SECTION 1:4 DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 55 46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 TYP. 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8Z5031/81/811/8Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 ØSLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 34 "LANDING 32"12"MATERIAL TAKEOFFS RFQ DXF CUT FILESTYP.TYP.TYP.20' - 7 38 "LANDING 4 COLUMN PENDING STRUCT 10' - 1/8"LANDING 20' - 0"GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP.TYP.TYP.TYP.TYP.TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAPTYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38"LANDING 44' - 8 12"LANDING 115' - 10 34"LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX1-1/2" DIAHANDRAIL1Z3001 1Z3001-1/2" DIAHANDRAILEXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP.ZURN DRAIN,BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP.2" TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-611XXXXXX1XXX12-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 121:96 - 1/8 = 121:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6XXX2-62-62-6L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAILZURN DRAIN,BY OTHERSZ300104" EXIST CONC LANDINGTYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP.TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-621/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-64' - 8 12"LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS 40" TREAD, TYP102" INSIDE HSS106" OUSTIDE HSSEXIST CONC LANDINGEXIST CONCSTAIRS1-1/2" DIAHANDRAIL1-1/2" DIA TOP CAPCONT HANDRAILNON-CONT TOP CAP CONT HANDRAIL,NON-CONT TOP CAPCONT HANDRAIL,NON-CONT TOP CAPSTRUCT COLUMN 46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SSTHSS STRINGER, PAINTEDXXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 TYP. 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8 Z5031/81/8 11/8 Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 Ø SLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 34 "LANDING 32"12"MATERIAL TAKEOFFS RFQDXF CUT FILESTYP.TYP.TYP.20' - 7 38 "LANDING 4 COLUMN PENDING STRUCT 10' - 1/8"LANDING 20' - 0"GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSSMITERED CORNERS, PAINTED12"TYP. 1/4 TYP.TYP.TYP.TYP.TYP.TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAPTYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPEDTHROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIAHANDRAIL1Z300 1 1Z3001-1/2" DIAHANDRAILEXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP.ZURN DRAIN,BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP.2" TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-611XXXXXX1XXX12-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 121:96 - 1/8 = 121:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6XXX2-62-62-6L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAILZURN DRAIN,BY OTHERS Z300104" EXIST CONC LANDINGTYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP.TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-6 21/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-6 4' - 8 12 "LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS 40" TREAD, TYP102" INSIDE HSS106" OUSTIDE HSSEXIST CONC LANDINGEXIST CONCSTAIRS1-1/2" DIAHANDRAIL1-1/2" DIA TOP CAPCONT HANDRAILNON-CONT TOP CAP CONT HANDRAIL,NON-CONT TOP CAPCONT HANDRAIL,NON-CONT TOP CAPSTRUCT COLUMN46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 TYP. 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8 Z5031/81/8 11/8 Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 ØSLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 34 "LANDING 32"12"MATERIAL TAKEOFFS RFQDXF CUT FILESTYP.TYP.TYP.20' - 7 38 "LANDING 4 COLUMN PENDING STRUCT 10' - 1/8"LANDING 20' - 0"GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP.TYP.TYP.TYP.TYP.TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAPTYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38"LANDING 44' - 8 12"LANDING 115' - 10 34"LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX1-1/2" DIAHANDRAIL1Z300 1 1Z3001-1/2" DIAHANDRAILEXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP.ZURN DRAIN,BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP.2" TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-611XXXXXX1XXX12-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 121:96 - 1/8 = 121:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6XXX2-62-62-6L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAILZURN DRAIN,BY OTHERS Z300104" EXIST CONC LANDINGTYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP.TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-6 21/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-64' - 8 12"LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS 40" TREAD, TYP102" INSIDE HSS106" OUSTIDE HSSEXIST CONC LANDINGEXIST CONCSTAIRS1-1/2" DIAHANDRAIL1-1/2" DIA TOP CAPCONT HANDRAILNON-CONT TOP CAP CONT HANDRAIL,NON-CONT TOP CAPCONT HANDRAIL,NON-CONT TOP CAPSTRUCT COLUMN46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED XXX1:2 - 6 = 12C2-62-62-62-6 1/4 2-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 2-6 1/4" GAP AT WALL, TYP. 2-62-6 3/16 2-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED. 1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 TYP. 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET, 1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER 1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/8 3/16 1/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 1/81/8 slipNOT 3/16" Z TREAD W/ ANGLE, HOLE SPACE PER GALV TREAD, 3/16" IN THICKNESS, TYP. 1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8 Z5031/81/8 11/8 Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1/81/81/81/81/81/8 1/4" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS 1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDED BETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT 1/81/81/81/81/81/81/8 1 - 12 1/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS 1/81/81/81/81/81/81/8 PAN TO HSS 1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 ØSLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 34 "LANDING 32"12"MATERIAL TAKEOFFS RFQDXF CUT FILESTYP.TYP.TYP.20' - 7 38 "LANDING 4 COLUMN PENDING STRUCT 10' - 1/8"LANDING 20' - 0"GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSS MITERED CORNERS, PAINTED12"TYP. 1/4 TYP.TYP.TYP.TYP.TYP.TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE, 8" FLAT AT CENTER WITH 6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAPTYP.TYP.TYP.TYP.TYP. ANGLE TO HSS TYP.TYP.TYP. 1/8 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPED THROUGH 1 WALL W/ THREADLOCKER, (4) PER TREAD, TYP. ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38"LANDING 44' - 8 12"LANDING 115' - 10 34"LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPED THROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREAD TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIAHANDRAIL1Z300 1 1Z3001-1/2" DIAHANDRAILEXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP.ZURN DRAIN,BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS 6"EXISTING CONCRETE LANDING, BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURN DRAIN FITTING, BY OTHERS 1/4" x 3" x 3" SST ANGLE WELDED TO HSS W/ 1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP.2" TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP. C0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-611XXXXXX1XXX12-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 121:96 - 1/8 = 121:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/4 2-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6XXX2-62-62-6L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAILZURN DRAIN,BY OTHERS Z300104" EXIST CONC LANDINGTYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP. 304 SST FB WELDED BETWEEN STRINGER, ACTS AS RISER, FASTENED TO EXIST CONC W/ ANCHORS, PENDING STRUCT TYP.TYP.TYP.TYP.TYP. 1/8 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS, 1/4" SHIMS AT EACH SIDE FOR FORMED PAN SLOPE TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP.TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/8 1 - 12 1/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXIST WALL, PENDING STRUCT 1/81/8 Ø1/81/81/81/81/82-62-62-6 21/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-64' - 8 12"LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS 40" TREAD, TYP102" INSIDE HSS106" OUSTIDE HSSEXIST CONC LANDINGEXIST CONCSTAIRS1-1/2" DIAHANDRAIL1-1/2" DIA TOP CAPCONT HANDRAILNON-CONT TOP CAP CONT HANDRAIL,NON-CONT TOP CAPCONT HANDRAIL,NON-CONT TOP CAPSTRUCT COLUMN 10.05.202007.17.202009.09.2020SK1BHREVISION 120-150.01ASPEN COCITY OF ASPENASPEN RECREATION CENTERPOOL SLIDE STAIRARCHITECTURAL METALWORK WEB: LIVINGDESIGNSTUDIOS.COM MAIL: P.O. BOX 973, LAFAYETTE, CO 80026 SHOP: 1010 CARBON CT UNIT D, ERIE, CO 80516 TELE: 303-442-2614 LOCATION:NUMBER:FOR APPROVALBYDESCRIPTIONDATENO.ALIVING DESIGN STUDIOS BHFINISH:MATERIAL:STAINLESS STEELTREAD REVISIONSBHPAINTEDSECTION DETAIL - INSIDE STRINGER 3 1:128 3/4" = 1'-0"3/4" = 1'-0" 1:8 SECTION DETAIL - OUTSIDE STRINGER4 1:96 2:1 1:1 1:4 3/4" = 1'-0" 3/4" = 1'-0" 1:12 1:16 1:24 1:32 1:48 1:64 DRAWING TITLE DRAWING TITLE 1:192 2'-0" = 1'-0" 12" = 1'-0" 6" = 1'-0" 3" = 1'-0" 1 1 1" = 1'-0" 1/2" = 1'-0" 3/8" = 1'-0" 1/4" = 1'-0" 3/16" = 1'-0" 1/8" = 1'-0" 3/32" = 1'-0" 1/16" = 1'-0" DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 2 DRAWING TITLE DRAWING TITLE 1 1/2" = 1'-0" DRAWING TITLE DRAWING TITLE DRAWING TITLE 1 1 1 1 1 1 1 1 1:2 1 1 1 1 1 VERIFY COMPLIANCE W/ FIELD CONDITIONS VERIFY COMPLIANCE W/ APPROVALS QUALITY OF PROJECT IS UNDERSTOOD ALL FINISHES ARE UNDERSTOOD WHERE ARE THERE OPPORTUNITIES FOR ERROR? NO STUDS ON 16 GAUGE NO WELDS CAN TELEGRAPH NO VISIBLE WELDS ALL WELDS ARE UNDERSTOOD NO POSSIBILITY OF GALVANIC CORROSION NO TOLERENCE PROBLEMS EXIST NO WEIGHT PROBLEMS NO SIZE PROBLEMS ASSEMBLY SEQUENCE IS UNDERSTOOD FINISH SEQUENCE IS UNDERSTOOD INSTALL TOOLING CLEARANCE STAINLESS PRECAUTIONS ARE UNDERSTOOD TUBE SEAM ORIENTATION NOTED PREFAB MEETING W/ LEAD FABRICATOR COMPLETE RELATIONSHIPS TO ADJACENT LDS SCOPE IS UNDERSTOOD RELATIONSHIPS TO ADJACENT SCOPE BY OTHERS IS UNDERSTOOD Z501 SECTION DETAIL - EXIST CONCRETE LANDING 3/4" = 1'-0" LANDING DETAILS 3D VIEW - TYPICAL LANDING DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 56 46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SSTHSS STRINGER, PAINTEDXXX1:2 - 6 = 12C2-62-62-62-6 1/42-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.2-6 1/4" GAP AT WALL, TYP.2-62-6 3/162-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED.1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 TYP. 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET,1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/8 3/161/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE,8" FLAT AT CENTER WITH6" Ø HOLE FOR ZURN DRAIN1/81/8 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8 Z5031/81/8 11/8 Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED1/81/81/81/81/81/8 1/4" x 3" SST FB WELDEDBETWEEN STRINGERS, FASTENED TO HSS W/ BOLTPENDING STRUCT1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXISTWALL, PENDING STRUCT1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS1/81/8 Ø1/8 Ø1/8 Ø1/81/8 1/2" x 3" SST FB WELDEDBETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT1/81/81/81/81/81/81/8 1 - 121/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS1/81/81/81/81/81/81/8 PAN TO HSS1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 Ø SLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 34 "LANDING 32"12"MATERIAL TAKEOFFS RFQDXF CUT FILESTYP.TYP.TYP.20' - 7 38 "LANDING 4 COLUMN PENDING STRUCT 10' - 1/8"LANDING 20' - 0"GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSSMITERED CORNERS, PAINTED12"TYP. 1/4 TYP.TYP.TYP.TYP.TYP.TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPEDTHROUGH 1 WALL W/ THREADLOCKER,(4) PER TREAD, TYP.1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS,1/4" SHIMS AT EACH SIDEFOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE,8" FLAT AT CENTER WITH6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAPTYP.TYP.TYP.TYP.TYP.ANGLE TO HSSTYP.TYP.TYP.1/8 1/4TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPEDTHROUGH 1 WALL W/ THREADLOCKER,(4) PER TREAD, TYP.ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPEDTHROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREADTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIAHANDRAIL1Z300 1 1Z3001-1/2" DIAHANDRAILEXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP.ZURN DRAIN,BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS6"EXISTING CONCRETE LANDING,BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURNDRAIN FITTING,BY OTHERS1/4" x 3" x 3" SST ANGLEWELDED TO HSS W/1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP.2" TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP.C0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-611XXXXXX1XXX12-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 121:96 - 1/8 = 121:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/42-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6XXX2-62-62-6L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAILZURN DRAIN,BY OTHERS Z300104" EXIST CONC LANDINGTYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP.304 SST FBWELDED BETWEEN STRINGER,ACTS AS RISER, FASTENEDTO EXIST CONC W/ANCHORS, PENDING STRUCTTYP.TYP.TYP.TYP.TYP.1/82" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX1 1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS,1/4" SHIMS AT EACH SIDEFOR FORMED PAN SLOPETYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP.TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/8 1 - 121/81/81/81/81/8 Ø1/8 HSS FASTENED TO EXISTWALL, PENDING STRUCT1/81/8 Ø1/81/81/81/81/82-62-62-6 21/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-6 4' - 8 12 "LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS 40" TREAD, TYP102" INSIDE HSS106" OUSTIDE HSSEXIST CONC LANDINGEXIST CONCSTAIRS1-1/2" DIAHANDRAIL1-1/2" DIA TOP CAPCONT HANDRAILNON-CONT TOP CAP CONT HANDRAIL,NON-CONT TOP CAPCONT HANDRAIL,NON-CONT TOP CAPSTRUCT COLUMN46" 1/4 2-62-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-6 1-1/2" DIA SST HANDRAIL 0'-0"L1FFXXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1XXX (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED 1 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED 1 10" x 2" x 3/16" 304 SSTHSS STRINGER, PAINTEDXXX1:2 - 6 = 12C2-62-62-62-61/42-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.2-6 1/4" GAP AT WALL, TYP.2-62-6 3/162-62-60'-0"L1FFXXX11XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX111XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED.1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 TYP. 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER 1/8 316 TECHNA STYLE MESH 1/81/81/81/81/8 14GA 304 SST FORMED SHEET,1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER1/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/83/161/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE,8" FLAT AT CENTER WITH6" Ø HOLE FOR ZURN DRAIN1/81/8slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/81/8 2-6 1/81/8 2-6 1/81/8 XXX 1/81/81/8 1 1/81/8 1:4 - 3 = 12 1/81/8 1/8 1/81/8 1/8 1/81/8 31/81/81/8 1/8 1/81/81/81/81/81/81/8 Z5031/81/8 11/8 Z5032-62-62-62-62-61/81/81/8 3" CONCRETE INFILL, BY OTHERS1/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED1/81/81/81/81/81/8 1/4" x 3" SST FB WELDEDBETWEEN STRINGERS, FASTENED TO HSS W/ BOLTPENDING STRUCT1/81/81/81/81/8 Ø1/8 Ø HSS FASTENED TO EXISTWALL, PENDING STRUCT1/8 Ø1/81/81/81/81/81/81/81/81/81/81/81/81/83" CONCRETE INFILL, BY OTHERS1/81/8 Ø1/8 Ø1/8 Ø1/81/81/2" x 3" SST FB WELDEDBETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT1/81/81/81/81/81/81/8 1 - 121/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 PAN TO HSS1/81/81/81/81/81/81/8PAN TO HSS1/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 ØSLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-62-612"12"LEADERBORDERDOTSDASHED DOTDASHEDHIDDENPHANTOM 15' - 10 34 "LANDING 32"12"MATERIAL TAKEOFFS RFQDXF CUT FILESTYP.TYP.TYP.20' - 7 38 "LANDING 4 COLUMN PENDING STRUCT 10' - 1/8"LANDING 20' - 0"GROUND 1" 316 SST U-EDGING EASED EDGES1" 316 SST U-EDGING EASED EDGES SST BRACKET, EASED SADDLE EDGES SST BRACKET, EASED SADDLE EDGES 1-1/2" DIA 316 SST ROUND TUBE TOP CAP, 1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSSMITERED CORNERS, PAINTED12"TYP. 1/4 TYP.TYP.TYP.TYP.TYP.TYP. 1/4 TYP.TYP. 3/8" SST BOLT TAPPEDTHROUGH 1 WALL W/ THREADLOCKER,(4) PER TREAD, TYP.1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS,1/4" SHIMS AT EACH SIDEFOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE,8" FLAT AT CENTER WITH6" Ø HOLE FOR ZURN DRAIN 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PANEL, ROUNDED EDGES, TYP. (2) 1/2" x 1-1/2" 304 SST GUARD POST, BOLTED TO BRACKET W/ (2) 1/2" SST BOLTS, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3" x 6" x 1/2" 304 SST FB BRACKET, WELDED TO STRINGER 1-1/2" DIA TOP CAPTYP.TYP.TYP.TYP.TYP.ANGLE TO HSSTYP.TYP.TYP.1/8 1/4TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.XXX1XXX11XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.1-1/2" DIA TOP CAP 3/8" SST BOLT TAPPEDTHROUGH 1 WALL W/ THREADLOCKER,(4) PER TREAD, TYP.ANGLE TO HSS STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.TYP. 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, PAINTED TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 220' - 7 38"LANDING 44' - 8 12"LANDING 115' - 10 34"LANDING 3 0' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.43" TYP36" TYP2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYP1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERS 3/8" SST BOLT TAPPEDTHROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREADTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/452516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIAHANDRAIL1Z300 1 1Z3001-1/2" DIAHANDRAILEXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF. 1/4 ZURN DRAIN,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERS VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP.ZURN DRAIN,BY OTHERS 1-1/2" DIA 316 SST HANDRAIL EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"2"2 Z5023 EXISTING CONC LANDINGAND STAIRS, BY OTHERS6"EXISTING CONCRETE LANDING,BY OTHERS COLUMN PENDING STRUCT 6" HOLE DIA FOR ZURNDRAIN FITTING,BY OTHERS1/4" x 3" x 3" SST ANGLEWELDED TO HSS W/1/4" SHIMS FOR SLOPED DECKING BOLTING PENDING STRUCT 2" TYP.TYP.TYP.TYP.TYP.2" TYP.TYP.TYP. CONCRETE MOUNTING PENDING STRUCT2"Z501Z5011,2,4 316 TECHNA STYLE MESH 316 TECHNA STYLE MESH 5"5" 1/2" DIA SST BRACKET, WELDED TO POST, FASTENED TO HANDRAIL, MODIFIED slipNOT TREAD 1/4 2-62-62-62-6 EXISTING CONCRETE STRUCTURE34"SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/8 1/8 1/81/8 1/8 1/8 1/8 1/8 1/8 2-6 XXX XXX 1 1 XXX CL 2-62-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. 2-6 TYP. TYP. TYP. TYP. TYP. 2-62-62-62-6 CONC LAYER BY OTHERS 1/4 1/4 1/4" GAP AT WALL, TYP.C0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-611XXXXXX1XXX12-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 121:96 - 1/8 = 121:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-62-6 1/42-62-62-6XXX12-62-6 10" x 2" x 3/16" SST HSS PAINTED L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6XXX2-62-62-6L 1/4 1/4 TYP.TYP. 2-6 2-6 2-6 2-6 1 1/8 1/8 2-6 1/8 Ø 2-6 46" 1/2" x 2" 304 SST FB STANDOFF, BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP. PAINTED 3TYP.TYP. 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT EXISTING CONC LANDINGAND STAIR, BY OTHERSZ502 1-1/2" DIA 316 SST HANDRAIL EXIST HANDRAIL EXIST HANDRAILZURN DRAIN,BY OTHERS Z300104" EXIST CONC LANDINGTYP.TYP.EXISTING HANDRAIL, BY OTHERS10' - 1/8"LANDING 20' - 0"GROUNDTYP.304 SST FBWELDED BETWEEN STRINGER,ACTS AS RISER, FASTENEDTO EXIST CONC W/ANCHORS, PENDING STRUCTTYP.TYP.TYP.TYP.TYP.1/82" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCTTYP.XXX11/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS,1/4" SHIMS AT EACH SIDEFOR FORMED PAN SLOPETYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS TYP.TYP. 1/4 1-1/2" DIA 316 SST ROUND TUBE TOP CAP SST BRACKET, EASED SADDLE EDGES TYP.FAB / SHOPSCENTERLEADER2-61/8 Ø1/81/81/81/81/81/81 - 121/81/81/81/81/8 Ø1/8HSS FASTENED TO EXISTWALL, PENDING STRUCT1/81/8 Ø1/81/81/81/81/82-62-62-6 21/81/8 Z5031/81/81/8 GUARDRAIL NEWEL POSTSTL STRUCT COLUMNFOR LANDING SUPPORT1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø12-62-62-61:1 - 12 = 1212-64' - 8 12"LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS 40" TREAD, TYP102" INSIDE HSS106" OUSTIDE HSSEXIST CONC LANDINGEXIST CONCSTAIRS1-1/2" DIAHANDRAIL1-1/2" DIA TOP CAPCONT HANDRAILNON-CONT TOP CAP CONT HANDRAIL,NON-CONT TOP CAPCONT HANDRAIL,NON-CONT TOP CAPSTRUCT COLUMN 10.05.202007.17.202009.09.2020SK1BHREVISION 120-150.01ASPEN COCITY OF ASPENASPEN RECREATION CENTERPOOL SLIDE STAIRARCHITECTURAL METALWORK WEB: LIVINGDESIGNSTUDIOS.COM MAIL: P.O. BOX 973, LAFAYETTE, CO 80026 SHOP: 1010 CARBON CT UNIT D, ERIE, CO 80516 TELE: 303-442-2614 LOCATION:NUMBER:FOR APPROVALBYDESCRIPTIONDATENO.ALIVING DESIGN STUDIOS BHFINISH:MATERIAL:STAINLESS STEELTREAD REVISIONSBHPAINTED3/32" = 1'-0" ELEVATION DETAIL - GUARD @ CONCRETE 1 1 1 1/8" = 1'-0" 1 1 1 1 1 1 1 DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 1/16" = 1'-0" 1 1 3/16" = 1'-0" 1/4" = 1'-0" 3/8" = 1'-0" 1/2" = 1'-0" 3/4" = 1'-0" 1" = 1'-0" 1 1/2" = 1'-0" 3" = 1'-0" 6" = 1'-0" 12" = 1'-0" 2'-0" = 1'-0" 1:192 1:128 1:96 1:64 1:48 1:32 1:24 1:16 1:12 1:8 1:4 1:2 1:1 2:1 VERIFY COMPLIANCE W/ FIELD CONDITIONS VERIFY COMPLIANCE W/ APPROVALS QUALITY OF PROJECT IS UNDERSTOOD ALL FINISHES ARE UNDERSTOOD WHERE ARE THERE OPPORTUNITIES FOR ERROR? NO STUDS ON 16 GAUGE NO WELDS CAN TELEGRAPH NO VISIBLE WELDS ALL WELDS ARE UNDERSTOOD NO POSSIBILITY OF GALVANIC CORROSION NO TOLERENCE PROBLEMS EXIST NO WEIGHT PROBLEMS NO SIZE PROBLEMS ASSEMBLY SEQUENCE IS UNDERSTOOD FINISH SEQUENCE IS UNDERSTOOD INSTALL TOOLING CLEARANCE STAINLESS PRECAUTIONS ARE UNDERSTOOD TUBE SEAM ORIENTATION NOTED PREFAB MEETING W/ LEAD FABRICATOR COMPLETE RELATIONSHIPS TO ADJACENT LDS SCOPE IS UNDERSTOOD RELATIONSHIPS TO ADJACENT SCOPE BY OTHERS IS UNDERSTOOD GUARD DETAILS 1" = 1'-0"1 SECTION DETAIL - GUARD 1" = 1'-0" 1 1" = 1'-0" ELEVATION DETAIL - GUARD @ HSS 23 Z502 1 DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 57 46"1/42-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-62-6 1-1/2" DIA SST HANDRAIL0'-0"L1FFXXX1XXX (2) 1/2" x 1-1/2" 304 SST GUARDPOST, BOLTED TO BRACKETW/ (2) 1/2" SST BOLTS,PAINTED110" x 2" x 3/16" 304 SST HSSSTRINGER, PAINTED1XXX 10" x 2" x 3/16" 304 SSTHSS STRINGER, PAINTEDXXX1:2 - 6 = 12C2-62-62-62-6 1/42-62-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.2-6 1/4" GAP AT WALL, TYP.2-62-62-62-60'-0"L1FFXXX111XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX11XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED.1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/81/8 TYP. 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 3/161/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSSSTRINGER1/81/8 316 TECHNA STYLE MESH1/81/81/81/81/81/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/81/8 3/161/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE,8" FLAT AT CENTER WITH6" Ø HOLE FOR ZURN DRAIN1/8 2-6 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/8 2-6 STL STRUCT COLUMNFOR LANDING SUPPORT1/81/8 2-6 GUARDRAIL NEWEL POST1/8 XXX 1/81/8 1 1/81/8 1:4 - 3 = 12 1/81/81/81/81/81/8 1/8 1/81/8 1/8 1/81/8 1/8 1/81/81/81/81/81/8 21/81/81/81/8 12-6 Z5032-62-62-62-62-62-61/81/8 3" CONCRETE INFILL, BY OTHERS1/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED1/81/81/81/81/81/8 1/4" x 3" SST FB WELDEDBETWEEN STRINGERS, FASTENED TO HSS W/ BOLTPENDING STRUCT1/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 HSS FASTENED TO EXISTWALL, PENDING STRUCT1/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS1/81/8 Ø1/8 Ø1/8 Ø1/81/81/8 1/2" x 3" SST FB WELDEDBETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT1/81/81/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø 1 - 121/8 Ø1/81/81/81/81/8 PAN TO HSS1/81/81/81/81/81/81/8 PAN TO HSS1/8 Ø1/8 Ø1/8 Ø1/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 Ø1/8 Ø SLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-612"LEADERLEADERBORDERCENTERDASHED DOTDASHEDPHANTOM 15' - 10 34 "LANDING 3---------PART LIST########JIHGEDC83-1/4"1/2" X 37" LASER STL FB83-1/4"83-1/4"1/2" X 37" LASER STL FB83-1/4"1/2" X 37" LASER STL FB83-1/4"1/2" X 37" LASER STL FBTYP.1/2" X 37" LASER STL FB83-1/4"1/2" X 37" LASER STL FB83-1/4"TYP.83-1/4"TYP.1/2" X 37" LASER STL FBQTYA1/2" X 37" LASER STL FB 20' - 7 38 "LANDING 4PARTSIZEMATERIAL2"12"FAB / SHOPSMATERIAL TAKEOFFSRFQDXF CUT FILES10' - 1/8"LANDING 20' - 0"GROUND 1" 316 SST U-EDGINGEASED EDGES1" 316 SST U-EDGINGEASED EDGES SST BRACKET, EASEDSADDLE EDGES SST BRACKET, EASEDSADDLE EDGES1-1/2" DIA 316 SST ROUND TUBE TOP CAP,1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSSMITERED CORNERS, PAINTED 1/4 TYP. 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS 3/8" SST BOLT TAPPEDTHROUGH 1 WALL W/ THREADLOCKER,(4) PER TREAD, TYP.1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS,1/4" SHIMS AT EACH SIDEFOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE,8" FLAT AT CENTER WITH6" Ø HOLE FOR ZURN DRAIN3" x 6" x 1/2" 304 SST FB BRACKET,WELDED TO STRINGERTYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF,BOLTED TO INFILL PANEL,ROUNDED EDGES, TYP.(2) 1/2" x 1-1/2" 304 SST GUARDPOST, BOLTED TO BRACKETW/ (2) 1/2" SST BOLTS,PAINTEDTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.3" x 6" x 1/2" 304 SST FB BRACKET,WELDED TO STRINGERTYP.TYP.TYP.TYP.TYP.TYP.ANGLE TO HSSTYP.TYP.TYP.1/4TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS,1/4" SHIMS AT EACH SIDEFOR FORMED PAN SLOPEXXX1111XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/4 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCT 1-1/2" DIA TOP CAPANGLE TO HSS1/8 STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.1/2" x 2" 304 SST FB STANDOFF,BOLTED TO INFILL PLANEL,PAINTEDTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.304 SST FBWELDED BETWEEN STRINGER,ACTS AS RISER, FASTENEDTO EXIST CONC W/ANCHORS, PENDING STRUCTTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 20' - 0"GROUND20' - 7 38 "LANDING 415' - 10 34 "LANDING 3 10' - 1/8"LANDING 20' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.36" TYPEXISTING HANDRAIL, BY OTHERS2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERSTYP. 3/8" SST BOLT TAPPEDTHROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREADTYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/4 104" EXIST CONC LANDING52516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIAHANDRAIL1Z300 Z300 1Z3001-1/2" DIAHANDRAIL 1/4 ZURN DRAIN,BY OTHERSZURN DRAIN,BY OTHERSZURN DRAIN,BY OTHERS CONC TOPPING,BY OTHERSEXIST HANDRAILCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERSEXIST HANDRAIL VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP. EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1-1/2" DIA 316 SST HANDRAIL 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT2"Z5022 3 EXISTING CONC LANDINGAND STAIR, BY OTHERS EXISTING CONC LANDINGAND STAIRS, BY OTHERS6"EXISTING CONCRETE LANDING,BY OTHERS COLUMN PENDING STRUCT BOLTING PENDING STRUCT 1/4" x 3" x 3" SST ANGLEWELDED TO HSS W/1/4" SHIMS FOR SLOPED DECKING 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"TYP.TYP.TYP.TYP.TYP.2"TYP.TYP.TYP.CONCRETE MOUNTING PENDING STRUCT Z5015"31,2,4316 TECHNA STYLE MESH1/2" x 2" 304 SST FB STANDOFF,BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP.PAINTED 5"46"1/2" DIA SST BRACKET,WELDED TO POST,FASTENED TO HANDRAIL,MODIFIED slipNOT TREAD1/42-62-62-62-62-62-6 EXISTING CONCRETE STRUCTURE 2-6 SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/81/8 1/8 1/81/8 1/8 1/81/8 1/8 XXX 1 XXX 1 XXX 2-6 C 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 2-6 CONC LAYER BY OTHERS 1/4 1/4 C 1/4" GAP AT WALL, TYP.0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-611XXXXXX1XXX12-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 121:96 - 1/8 = 121:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-6 1/42-62-62-61 (2) 1/2" x 1-1/2" 304 SST GUARDPOST, BOLTED TO BRACKETW/ (2) 1/2" SST BOLTS,PAINTED2-6 10" x 2" x 3/16" SST HSS PAINTED 2-6L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6XXX2-62-62-6 1/4 L TYP. 2-6 2-6 2-6 L 1 1/8 2-6 1/8 34"2-62-6 316 TECHNA STYLE MESH Z5012"TYP.TYP.6" HOLE DIA FOR ZURNDRAIN FITTING,BY OTHERSZ5022"1-1/2" DIA 316 SST HANDRAIL 1 EXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF.TYP.TYP.1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYP43" TYP4' - 8 12 "LANDING 1TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3/8" SST BOLT TAPPEDTHROUGH 1 WALL W/ THREADLOCKER,(4) PER TREAD, TYP.TYP.TYP.XXXXXXTYP.TYP.1/8TYP.1-1/2" DIA TOP CAPTYP.TYP.TYP.TYP.TYP. 1/4 TYP.12"1-1/2" DIA 316 SSTROUND TUBE TOP CAPSST BRACKET, EASEDSADDLE EDGES COLUMN PENDING STRUCT NOTES83-1/4"1/2" X 37" LASER STL FBTYP.83-1/4"1/2" X 37" LASER STL FBBF##-HIDDENDOTS12"2-62-61/81/81/81/8 Ø1/81/81/81/81/8 Ø 1 - 121/81/81/8 Ø1/81/81/8 HSS FASTENED TO EXISTWALL, PENDING STRUCT1/81/81/81/81/82-61/8 Z5031/81/8 3Z5031/81/81/81/81/81/81/8 14GA 304 SST FORMED SHEET,1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER1/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø112-62-62-61:1 - 12 = 122-6 4' - 8 12 "LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS 40" TREAD, TYP102" INSIDE HSS106" OUSTIDE HSSEXIST CONC LANDINGEXIST CONCSTAIRS1-1/2" DIAHANDRAIL1-1/2" DIA TOP CAPCONT HANDRAILNON-CONT TOP CAP CONT HANDRAIL,NON-CONT TOP CAPCONT HANDRAIL,NON-CONT TOP CAPSTRUCT COLUMN46"1/42-62-62-62-62-6 10" x 2" x 3/16" SST HSS PAINTED 2-62-62-6 1-1/2" DIA SST HANDRAIL0'-0"L1FFXXX1XXX (2) 1/2" x 1-1/2" 304 SST GUARDPOST, BOLTED TO BRACKETW/ (2) 1/2" SST BOLTS,PAINTED110" x 2" x 3/16" 304 SST HSSSTRINGER, PAINTED1XXX 10" x 2" x 3/16" 304 SSTHSS STRINGER, PAINTEDXXX1:2 - 6 = 12C2-62-62-62-6 1/42-62-62-62-62-6 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.2-6 1/4" GAP AT WALL, TYP.2-62-62-62-60'-0"L1FFXXX111XXX1XXX2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXXXXX11XXXXXX2: 1 - 2 = 11/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED.1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/81/8 TYP. 1/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/81/8 3/161/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSSSTRINGER1/81/8 316 TECHNA STYLE MESH1/81/81/81/81/81/81/81/81/81/8 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/81/8 3/161/8 2-6 14GA 304 SST FORMED SHEET, 1/4" PER FOOT SLOPE,8" FLAT AT CENTER WITH6" Ø HOLE FOR ZURN DRAIN1/8 2-6 slipNOT 3/16" Z TREAD W/ ANGLE,HOLE SPACE PER GALV TREAD,3/16" IN THICKNESS, TYP.1/8 2-6 STL STRUCT COLUMNFOR LANDING SUPPORT1/81/8 2-6 GUARDRAIL NEWEL POST1/8 XXX 1/81/8 1 1/81/8 1:4 - 3 = 12 1/81/81/81/81/81/8 1/8 1/81/8 1/8 1/81/8 1/8 1/81/81/81/81/81/8 21/81/81/81/8 12-6 Z5032-62-62-62-62-62-61/81/8 3" CONCRETE INFILL, BY OTHERS1/81/81/81/81/81/81/8 10" x 2" x 3/16" 304 SST HSS STRINGER, PAINTED1/81/81/81/81/81/8 1/4" x 3" SST FB WELDEDBETWEEN STRINGERS, FASTENED TO HSS W/ BOLTPENDING STRUCT1/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/81/81/81/81/81/8 HSS FASTENED TO EXISTWALL, PENDING STRUCT1/81/81/81/81/81/8 3" CONCRETE INFILL, BY OTHERS1/81/8 Ø1/8 Ø1/8 Ø1/81/81/8 1/2" x 3" SST FB WELDEDBETWEEN STRINGERS, FASTENED TO HSS W/ BOLT PENDING STRUCT1/81/81/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø 1 - 121/8 Ø1/81/81/81/81/8 PAN TO HSS1/81/81/81/81/81/81/8 PAN TO HSS1/8 Ø1/8 Ø1/8 Ø1/81/81/8 HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/81/8HANDRAIL MOUNT TO BE DETAILED IN FABRICATION DRAWINGS1/81/81/81/81/8 Ø1/8 Ø1/8 ØSLIDE CLOSURE TO BEDETAILED IN FABRICATION DRAWINGS1/8 Ø2-62-62-62-612"LEADERLEADERBORDERCENTERDASHED DOTDASHEDPHANTOM 15' - 10 34 "LANDING 3---------PART LIST########JIHGEDC83-1/4"1/2" X 37" LASER STL FB83-1/4"83-1/4"1/2" X 37" LASER STL FB83-1/4"1/2" X 37" LASER STL FB83-1/4"1/2" X 37" LASER STL FBTYP.1/2" X 37" LASER STL FB83-1/4"1/2" X 37" LASER STL FB83-1/4"TYP.83-1/4"TYP.1/2" X 37" LASER STL FBQTYA1/2" X 37" LASER STL FB 20' - 7 38 "LANDING 4PARTSIZEMATERIAL2"12"FAB / SHOPSMATERIAL TAKEOFFSRFQDXF CUT FILES10' - 1/8"LANDING 20' - 0"GROUND 1" 316 SST U-EDGINGEASED EDGES1" 316 SST U-EDGINGEASED EDGES SST BRACKET, EASEDSADDLE EDGES SST BRACKET, EASEDSADDLE EDGES1-1/2" DIA 316 SST ROUND TUBE TOP CAP,1-1/2" DIA 316 SST ROUND TUBE TOP CAP CUSTOM SST RISER 10" x 2" x 3/16" 304 SST HSSMITERED CORNERS, PAINTED 1/4 TYP. 1/4 TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. SHIM SPACE, GROUT OR SEALANT BY OTHERS 3/8" SST BOLT TAPPEDTHROUGH 1 WALL W/ THREADLOCKER,(4) PER TREAD, TYP.1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS,1/4" SHIMS AT EACH SIDEFOR FORMED PAN SLOPE EXISTING CONCRETE STRUCTURE 14GA 304 SST FORMED SHEET, 1/4" OVER 1' SLOPE,8" FLAT AT CENTER WITH6" Ø HOLE FOR ZURN DRAIN3" x 6" x 1/2" 304 SST FB BRACKET,WELDED TO STRINGERTYP.TYP.TYP.TYP.TYP.TYP.TYP. TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE 1/2" x 2" 304 SST FB STANDOFF,BOLTED TO INFILL PANEL,ROUNDED EDGES, TYP.(2) 1/2" x 1-1/2" 304 SST GUARDPOST, BOLTED TO BRACKETW/ (2) 1/2" SST BOLTS,PAINTEDTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.3" x 6" x 1/2" 304 SST FB BRACKET,WELDED TO STRINGERTYP.TYP.TYP.TYP.TYP.TYP.ANGLE TO HSSTYP.TYP.TYP.1/4TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.1/4" x 3" x 3" SST ANGLE, 6 PER LANDING, WELDED TO HSS,1/4" SHIMS AT EACH SIDEFOR FORMED PAN SLOPEXXX1111XXX0'-0"L1FFTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/4 2" x 6" x 3/16" SST HSS BRACE, BOLTED TO EXISTING WALLAND LANDING PENDING STRUCT 1-1/2" DIA TOP CAPANGLE TO HSS1/8 STL STRUCT COLUMN,FOR LANDING SUPPORTTYP.TYP.TYP.TYP.1/2" x 2" 304 SST FB STANDOFF,BOLTED TO INFILL PLANEL,PAINTEDTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. BOLTING PENDING STRUCT TRIANGULAR 1/2" SST PLATE WELDED TO COLUMN BELOW TRIANGULAR 1/2" SST PLATE WELDED TO HSS LANDING ABOVE TYP.TYP.TYP.TYP.TYP.TYP.TYP.304 SST FBWELDED BETWEEN STRINGER,ACTS AS RISER, FASTENEDTO EXIST CONC W/ANCHORS, PENDING STRUCTTYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP.10' - 1/8"LANDING 20' - 0"GROUND20' - 7 38 "LANDING 415' - 10 34 "LANDING 3 10' - 1/8"LANDING 20' - 0"GROUND20' - 7 38 "LANDING 44' - 8 12 "LANDING 115' - 10 34 "LANDING 3 36" TYP.36" TYPEXISTING HANDRAIL, BY OTHERS2" DIA TOP CAP, NOT CONTBETWEEN FLIGHTS, TYPEXISTING HANDRAIL, BY OTHERSTYP. 3/8" SST BOLT TAPPEDTHROUGH 1 WALL OF HSS STRINGER W/ THREADLOCKER, (4) PER TREADTYP.TYP.TYP.TYP.TYP.TYP.TYP. 1/4 104" EXIST CONC LANDING52516" EXIST CONC LANDING40" INSIDE HSS40" INSIDE HSS62" INSIDE HSS66" OUTSIDE HSSXXX 1-1/2" DIAHANDRAIL1Z300 Z300 1Z3001-1/2" DIAHANDRAIL 1/4 ZURN DRAIN,BY OTHERSZURN DRAIN,BY OTHERSZURN DRAIN,BY OTHERS CONC TOPPING,BY OTHERSEXIST HANDRAILCONC TOPPING,BY OTHERSCONC TOPPING,BY OTHERSEXIST HANDRAIL VISIBLE SEAM AT STRINGERAND LANDING BOLTED CONNECTIONS, TYP.EXISITNG WALL BUMP OUTFOR HVAC, BY OTHERSSST MESH INFILL PANEL. TYP. EDGE PLATE AT BOTH SIDES, ANCHOR PENDING STRUCT 1-1/2" DIA 316 SST HANDRAIL 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT2"Z5022 3 EXISTING CONC LANDINGAND STAIR, BY OTHERS EXISTING CONC LANDINGAND STAIRS, BY OTHERS6"EXISTING CONCRETE LANDING,BY OTHERS COLUMN PENDING STRUCT BOLTING PENDING STRUCT 1/4" x 3" x 3" SST ANGLEWELDED TO HSS W/1/4" SHIMS FOR SLOPED DECKING 1/2" SST BASE PLATE W/ WEDGE ANCHORS PENDING STRUCT 2"TYP.TYP.TYP.TYP.TYP.2"TYP.TYP.TYP.CONCRETE MOUNTING PENDING STRUCT Z5015"31,2,4316 TECHNA STYLE MESH1/2" x 2" 304 SST FB STANDOFF,BOLTED TO INFILL PLANEL, ROUNDED EDGES, TYP.PAINTED 5"46"1/2" DIA SST BRACKET,WELDED TO POST,FASTENED TO HANDRAIL,MODIFIED slipNOT TREAD1/42-62-62-62-62-62-6 EXISTING CONCRETE STRUCTURE 2-6 SHIM SPACE, GROUT OR SEALANT BY OTHERS 1/8 Ø 1/8 Ø1/8 Ø 1/8 Ø 1/81/8 1/81/8 1/8 1/81/8 1/8 1/81/8 1/8 XXX 1 XXX 1 XXX 2-6 C 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 2-6 0'-0" L1FF 2-62-6 TYP. TYP. TYP. TYP. TYP. TYP. TYP. TYP. 2-6 CONC LAYER BY OTHERS 1/4 1/4 C 1/4" GAP AT WALL, TYP.0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-611XXXXXX1XXX12-62-62-62-62-62-62-62-62-62-62-62-62-6XXX1111XXX0'-0"L1FF1:64 - 3/16 = 121:96 - 1/8 = 121:48 - 1/4 = 122-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FF1XXXXXX11XXXLC2-62-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX1XXX11XXXXXXC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX111XXX1XXX1:24 - 1/2 = 12LC0'-0"L1FF1XXX11XXXXXX1:12 - 1 = 12LC2-62-62-62-62-62-62-62-62-62-62-62-62-60'-0"L1FFXXX11XXX1XXX0'-0"L1FF2-62-62-62-62-62-62-62-62-62-62-62-62-6LCXXXXXX11XXX1XXXCL2-62-62-6 1/42-62-62-61 (2) 1/2" x 1-1/2" 304 SST GUARDPOST, BOLTED TO BRACKETW/ (2) 1/2" SST BOLTS,PAINTED2-6 10" x 2" x 3/16" SST HSS PAINTED 2-6L2-61:4 - 3 = 1212-62-62-61:8 - 1-1/2 = 121XXX2-62-62-61XXX1:16 - 3/4 = 12XXX2-62-62-6L12-62-61:32 - 3/8 = 12XXX12-62-62-6XXXXXX2-62-62-6XXX2-62-62-6 1/4 L TYP. 2-6 2-6 2-6 L 1 1/8 2-6 1/8 34"2-62-6 316 TECHNA STYLE MESH Z5012"TYP.TYP.6" HOLE DIA FOR ZURNDRAIN FITTING,BY OTHERSZ5022"1-1/2" DIA 316 SST HANDRAIL 1 EXISITING SLIDE ENTERANCE,SOLID INFILL PANEL TO WRAPSLIDE PROFILE, VIF.TYP.TYP.1-1/2" DIA HANDRAIL,CONT BETWEEN FLIGHTS, TYP43" TYP4' - 8 12 "LANDING 1TYP.TYP.TYP.TYP.TYP.TYP.TYP.TYP. 3/8" SST BOLT TAPPEDTHROUGH 1 WALL W/ THREADLOCKER,(4) PER TREAD, TYP.TYP.TYP.XXXXXXTYP.TYP.1/8TYP.1-1/2" DIA TOP CAPTYP.TYP.TYP.TYP.TYP. 1/4 TYP.12"1-1/2" DIA 316 SSTROUND TUBE TOP CAPSST BRACKET, EASEDSADDLE EDGES COLUMN PENDING STRUCT NOTES83-1/4"1/2" X 37" LASER STL FBTYP.83-1/4"1/2" X 37" LASER STL FBBF##-HIDDENDOTS12"2-62-61/81/81/81/8 Ø1/81/81/81/81/8 Ø 1 - 121/81/81/8 Ø1/81/81/8 HSS FASTENED TO EXISTWALL, PENDING STRUCT1/81/81/81/81/82-61/8 Z5031/81/8 3Z5031/81/81/81/81/81/81/8 14GA 304 SST FORMED SHEET,1/4" PER FOOT, SLOPE W/ 8" FLAT CENTER1/81/81/81/81/81/81/81/81/81/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø1/8 Ø112-62-62-61:1 - 12 = 122-6 4' - 8 12 "LANDING 1UPUP40" TREAD, TYP49" EXIST CONC TREAD 40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS DNDNUPDN40" TREAD, TYP 40" TREAD, TYP100" INSIDE HSS 40" TREAD, TYP102" INSIDE HSS106" OUSTIDE HSSEXIST CONC LANDINGEXIST CONCSTAIRS1-1/2" DIAHANDRAIL1-1/2" DIA TOP CAPCONT HANDRAILNON-CONT TOP CAP CONT HANDRAIL,NON-CONT TOP CAPCONT HANDRAIL,NON-CONT TOP CAPSTRUCT COLUMN 10.05.202007.17.202009.09.2020SK1BHREVISION 120-150.01ASPEN COCITY OF ASPENASPEN RECREATION CENTERPOOL SLIDE STAIRARCHITECTURAL METALWORK WEB: LIVINGDESIGNSTUDIOS.COM MAIL: P.O. BOX 973, LAFAYETTE, CO 80026 SHOP: 1010 CARBON CT UNIT D, ERIE, CO 80516 TELE: 303-442-2614 LOCATION:NUMBER:FOR APPROVALBYDESCRIPTIONDATENO.ALIVING DESIGN STUDIOS BHFINISH:MATERIAL:STAINLESS STEELTREAD REVISIONSBHPAINTED1:12 1:8 1:96 1:4 1:32 6" = 1'-0" 1:48 1:64 1/4" = 1'-0" 1:128 1:192 12" = 1'-0" DRAWING TITLE 3" = 1'-0" 3" = 1'-0" 1 1/2" = 1'-0" 1" = 1'-0" 3/4" = 1'-0" 1/2" = 1'-0" 3/8" = 1'-0"1 3/16" = 1'-0" 1/8" = 1'-0" 3/32" = 1'-0" 1/16" = 1'-0" DRAWING TITLE DRAWING TITLE SECTION DETAIL @ SHORT COLUMN DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE DRAWING TITLE 1 1 1 1 1 1:24 1 1 1 1 1 1 1 1 VERIFY COMPLIANCE W/ FIELD CONDITIONS VERIFY COMPLIANCE W/ APPROVALS QUALITY OF PROJECT IS UNDERSTOOD ALL FINISHES ARE UNDERSTOOD WHERE ARE THERE OPPORTUNITIES FOR ERROR? NO STUDS ON 16 GAUGE NO WELDS CAN TELEGRAPH NO VISIBLE WELDS ALL WELDS ARE UNDERSTOOD NO POSSIBILITY OF GALVANIC CORROSION NO TOLERENCE PROBLEMS EXIST NO WEIGHT PROBLEMS NO SIZE PROBLEMS ASSEMBLY SEQUENCE IS UNDERSTOOD FINISH SEQUENCE IS UNDERSTOOD INSTALL TOOLING CLEARANCE STAINLESS PRECAUTIONS ARE UNDERSTOOD TUBE SEAM ORIENTATION NOTED PREFAB MEETING W/ LEAD FABRICATOR COMPLETE RELATIONSHIPS TO ADJACENT LDS SCOPE IS UNDERSTOOD RELATIONSHIPS TO ADJACENT SCOPE BY OTHERS IS UNDERSTOOD 2'-0" = 1'-0" 1:16 Z5033" = 1'-0"3 1:2 1:1 1 3" = 1'-0"2 SECTION DETAIL @ COLUMN BOTTOM SECTION DETAIL @ COLUMN TOP COLUMN DETAILS 2:1 DocuSign Envelope ID: 023638AE-6BE6-41CE-B311-B23D919910E1 58 MEMORANDUM TO:MAYOR and COUNCIL MEMBERS FROM:JAMES R. TRUE DATE:October 8, 2020 MEETING: October 13, 2020 RE:Appointment of Assistant City Attorney ══════════════════════════════════════════════════════════════════ In August ofthis year, the assistant City Attorney Andrea Bryanannounced that she intended toleave the Cityeffective August 28, 2020 to take a position in the private sector. Andrea was an outstanding employee and a great asset for the City. She was well respected among staff, as well as attorneys and citizens throughout the community. It was always known that she would be greatly missed by me and the City and would be extremely hard to replace. However, I certainly understood her decision. Following her announcement I worked with Alissa Farrell to put together a timely process to hire a replacement. We posted the opening on the City’s website and generated great interest in the position from all over the country. Eventually, approximately 50 applications for the position were submitted. I reviewed all applications and interviewed numerous candidates. Following the initial interviews, a panel of staff members who work closely with the City Attorney’s office was assembled to interview the candidate that I recommended. The panel consisted of Alissa Farrell, Tyler Christoff, Scott Miller, Phillip Supino and Linda Consuegra. The panel unanimously endorsed Katherine A. Johnson to be recommended to the City Council as the next Assistant City Attorney. A conditional offer of employment has been tendered to Ms. Johnson pursuant to standard hiring procedures. The offer is conditioned upon the approval of City Council pursuant to the Aspen Municipal Charter. Specifically, Section 7.1, states, in pertinent part: The council may provide the city attorney such assistants as council may deem necessary… Based on this provision of the Charter, a resolution affirming the hiring of Katharine A. Johnson as Assistant City Attorney has been submitted to the Council for consideration. Ms. Johnson’s qualifications are set forth in such resolution. Ms. Johnson will be present, via Webex, at the Council meeting for an introduction and to answer any questions you may have. I am excited about the prospect of Ms. Johnson joining our teamand believe that she will be a valuable asset of the City. 59 RESOLUTION NO. 88 (Series of 2020) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, AFFIRMING THE APPOINTMENT AND HIRING OF KATHARINE A. JOHNSON AS ASSISTANT CITY ATTORNEY. WHEREAS, in August, Andrea Bryan, Assistant City Attorney announced that she was accepting employment in the private sector and would be leaving the City of Aspen on August 28, 2020; and, WHEREAS, pursuant to Section 7.1 of the Charter of the City of Aspen, the City Council “may provide the city attorney such assistants as council may deem necessary;” and, WHEREAS, pursuant to standard hiring procedures utilized by the City of Aspen and by the City Attorney’s office for hiring assistant city attorneys, the City Attorney’s Office with the assistance of the Human Resources Department solicited applications for the position; and, WHEREAS,over fifty-five individuals submitted applications for the position. The City Attorney reviewed all applications and interviewed numerous candidates. Following the initial interviews a panel of staff members who work closely with the City Attorney’s office was assembled to interview the candidate recommended by the City Attorney; and, WHEREAS, the panel unanimously endorsed Katherine A. Johnson to be recommended to the City Council as the next; and, WHEREAS, Ms. Johnson has lived in the Roaring Fork Valley since 2010 and has served as an Assistant County Attorney for Garfield County since that time. Prior to 60 that time she worked in the 19th Judicial District Attorney’s Office, serving as a Deputy District Attorney. Ms. Johnson earned her law degree from Creighton University School of Law and attended the Oxford Summer Law Program through the Ohio State University Moritz College of Law School. Ms. Johnson experience with Garfield County will bring significant expertise to the City in the numerous areas of the law that the City Attorney addresses on a daily basis; and, WHEREAS, a local District Judge advised the City Attorney during his due diligence investigation of Ms. Johnson state: “Ms. Johnson is a fantastic attorney;" and, WHEREAS, Ms. Johnson’s background is a perfect fit for this position, and she will be an invaluable resource to the City’s legal team. Her application stood out for her great intelligence and integrity. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, THAT: The City Council hereby affirms the appointment and hiring of Katherine A. Johnson as Assistant City Attorney on such terms and conditions as are standard upon the hiring of a City employee and/or as may be set by the City Attorney. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the 13th day of October 2020. __________________________ Torre, Mayor I, Nicole Henning, duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of the City of Aspen, Colorado, at a meeting held on the day hereinabove stated. __________________________ Nicole Henning, City Clerk 61 1 REGULAR MEETING ASPEN CITY COUNCIL SEPTEMBER 22ND, 2020 At 5:00 p.m. Mayor Torre called the regular meeting to order with Councilmembers Richards, Mesirow, Mullins and Hauenstein joining via video conference. PUBLIC COMMENT: Lee Mulcahy – Mr. Mulcahy said he is grateful for many things. He is grateful for being a sponsor for the last Lauren Bobert fundraiser and thinks she will be the next congresswoman. There was an article in the paper that stated APCHA has a new public comment policy. He said it was written by the police and forwarded to APCHA. This is concerning. He will be having his court of appeals hearing tomorrow, which will be their first actual hearing to discuss violations. He is grateful for the opportunity. Please watch the court of appeals tomorrow at 9 am. Mayor Torre said that Lee had passed on some videos earlier in the day to share. He had questions of how to handle them and is looking into it how to do it effectively moving forward. He doesn’t want to violate freedom of speech. Sarah Pletts – Ms. Pletts said she is requesting thatthe City of Aspen fund and create a significant permanent installation or sculpture to Janet Garwood who was devoted and dedicated to the arts and education in Aspen. She has broken down 6 main things that she did which changed people’s lives in Aspen. All of these things are still functioning, and she worked a full-time job well into her 80’s. She would like to do a permanent memorial for her to honor her and how she changed the face of the town for all. Council comments: Councilwoman Richards said she is going to be away next week on a little honeymoon and won’t make the town hall meeting Wednesday evening. Councilman Mesirow said tomorrow and on the 30 th there will be open meetings to discuss what we do this winter to discuss COVID and community and with the lumberyard. Election day is also very close, so please get registered or update your registration. Mayor Torre said a big thank you to Jimmy Yeager who hosted a meeting with Pitkin County Health and for being so engaged in the conversation ranging from communication, restrictions, testing, etc. He reminded everyone of the town hall meeting tomorrow morning at 9 am. Aspencommunityvoice.com to register for this meeting. This past week, he lost a good friend. It’s another opportunity to speak to mental health and if anyone needs someone to talk to, please call the Hope Center. This year has been difficult for a lot of people and there are shoulders are out there. To Christian Dusold, rest in peace. CITY MANAGER COMMENTS: Sara Ott said she has one item regarding an email from Pete Strecker looking for feedback on running the 2020 budget workshops. There are some additional requests in the transit fund, which we will bring back in a couple of weeks. BOARD REPORTS: Councilman Hauenstein said he had a CORE meeting on Thursday and they had some good discussions, which he will give more info on later. 62 2 REGULAR MEETING ASPEN CITY COUNCIL SEPTEMBER 22ND, 2020 Councilwoman Richards said she got a copy of the Club 20 ballot issues and summarized for council. Councilman Mesirow said he has a board meeting today for Burlingame looking at annual budget and will give more detail later. Mayor Torre said Board of Health was last week and they reviewed enforcement issues, schools, restaurants, RFTA and moving from using the Corona Meter and now the Corona Virus Dial. We are supporting it and to move over to the state “Dial” guidelines. CONSENT CALENDAR: Councilman Mesirow motioned to approve the consent calendar, Councilwoman Mullins seconded. Roll call vote: Hauenstein, yes; Mesirow, yes; Mullins, yes; Richards, yes; Torre, yes. 5-0, motion carried. PUBLIC HEARING:ordinance #13, Series of 2020 – Vacation Rental Business License Regulations – Phillip Supino Mr. Supino said that two weeks ago, they got this over the finish line before budget season begins. There is no formal presentation for tonight because there have been no changes between first and second readings. Mayor Torre asked what other cities are doing on this. He said that in other communities, the rental properties must have a business license. He asked if this is correct and Pete Strecker said yes, this is typical in other communities. Mayor Torre said he is advocating for that and there is a lot of pushback we’ve received on this regarding reporting. His understanding is that you would be tracking these rentals and filing taxes and breaking out taxes per unit. He’s confused on where the extra work comes in, as the tracking should already be done. Councilman Mesirow said its new and complicated. But the reality is that x and y do the same thing. The service delivered is the same. This is obviously a great step forward for the town, and we are all on the same page on 95% of this. Council discussed at length. Mayor Torre opened the public hearing. Nick Bokone – Mr. Bokone said he lives in Conifer Colorado, but he is here representing the Aspen Board of Realtors and is seeking equality. If you consider a free-standing home as a business, so are individual units. Tracy Sutton – She is here to represent REMAX Signature Vacation Rentals. She’s trying to wrap her mind around what the purpose of this is. Mayor Torre named several purposes. Ms. Sutton continued to ask questions of the Mayor and Mr. Strecker. She said they do a lot of transactions and collect sales tax and she gets concerned about the software and asked about it being “easy to upload”. She wants to know how the software functions and what it is compatible with. Mr. Strecker continued to answer her questions. Tricia McIntyre – Ms. McIntyre said she was reiterating what Skippy said about this being fair. She talked about doing batches of sales tax and breaking down each unit for Condohotels. She said it’s not fair for them to fill out all the paperwork when someone from the Gant, for instance, doesn’t have to. 63 3 REGULAR MEETING ASPEN CITY COUNCIL SEPTEMBER 22ND, 2020 She’s asking for fairness and being allowed to send one sales tax form in. She continued a conversation with Mayor Torre and Pete Strecker. Ed Foran – Mr. Foran said he is a resident of Aspen and broker at Douglas Elliman. He sent an email summarizing his concerns and his position. He doesn’t want to be redundant. Tracy and Tricia covered the same concerns. The conclusion they are coming to is that there are quite a few questions as to how this is supposed to work and there isn’t 100% clarity, are we sure we’re ready to pass this ordinance with this much ambiguity? He thinks more questions need to be answered. We’re standing by and would love to help. Ashley Chod – Ms. Chod asked how long it takes to receive a business license and Mr. Strecker said it doesn’t take long and that his staff can handle the load of everyone applying at once. Ms. Chod was curious if this process would take place before the busy holiday season. Ms. Chod said a lot of her concerns and comments were answered by Tracy’s conversation and she feels the same as Ed and that it seems like a lot of unknowns at this point. We should make sure it’s done right and that it doesn’t hinder businesses. Ben Wolf – Mr. Wolf said he is with Frias Properties and he is also looking for fairness. We would ask for consideration on how this language might look regarding Condohotels, etc. We aren’t all under one roof, but we are all doing the same exact thing. Exceptions should be applied to everyone doing the same work. He’d like more input on what kind of workload goes into the outreach of people who aren’t in compliance. You’re hearing from a lot of people who have been following the rules and the issue is with the folks who haven’t been. Mayor Torre said it’s a complicated process and this is step one to get into compliance. We have penalties available at our disposal. Mayor Torre closed the public hearing. He said what he has heard is encouraging. The process won’t be extremely onerous. The city has been behind on this and we need to make steps forward to catch up. Councilman Hauenstein said the question that has been asked is what do we want out of this and he wants a full picture of what the rental units are. The town is really full but lodging is down, so there are a lot of unaccounted rental units out there. It’s fair to ask someone to spend $150 a year on a business license for renting their place out. Councilman Mesirow said it’s an interesting conversation all around, and he’s generally supportive of this and suggesting to pass this with a fairness amendment. He wants to make sure that someone like Tricia is treated the same as the Gant. Councilwoman Mullins said a prominent theme tonight is fairness. We need information about the bed base and what is really going on in town, as Ward suggested. We also need to know the condition of the units and set a baseline for what the units need to be and monitor that. She said Torre was right about the software and she got a sneak peek and it’s doing things we couldn’t a year ago. It’s fascinating and she supports it. Everyone needs to have their individual licenses, in terms of fairness. Councilwoman Richards said thank you to all. We probably need to table this and do an additional second reading a couple weeks from now. She thinks that is where this is going. 64 4 REGULAR MEETING ASPEN CITY COUNCIL SEPTEMBER 22ND, 2020 Mayor Torre asked when tax remittance is done and Mr. Strecker said it is done at payment. He said we need to think about a start date for compliance and dealing with the holiday traffic. Mr. Strecker said this is a very proven software. We aren’t the first to take this on. His team can handle the volume of business licenses and currently do over 2000 a year. We’ve been beta testing and this software has an automated component for vacation rental. Councilman Hauenstein said he opposes a continuance. City Attorney, Jim True, said a hearing it on October 13th would be prudent and explained that it will be affecting many additional owners. Councilman Hauensteinsaid a continuance is proper after hearing Jim’s explanation. Councilwoman Mullins motioned to amend Ordinance #13, Series of 2020, with the deletion of the last sentence of section 3 regarding Condohotels, Councilman Hauenstein seconded. Roll call vote: Hauenstein, yes; Mesirow, yes; Mullins, yes; Richards, yes; Torre, yes. 5-0, motion carried. Councilman Hauenstein motioned to continue Ordinance #13, Series of 2020, as amended,to October 13th, Councilwoman Mullins seconded. Mr. Supino mentioned that the motion was to amend section 3, but said the definition of Condohotel is in section 2. Councilwoman Mullins said she is fine leaving the definition in section two. Roll call vote: Hauenstein, yes; Mesirow, yes; Mullins, yes; Richards, yes; Torre, yes. 5-0, motion carried. Council took a fifteen minute break. PUBLIC HEARING: Ordinance #14, Series of 202- – Isis Building Debt Refinancing – Pete Strecker Mr. Strecker summarized the refinancing plan for the Isis. With approval tonight, we can close the deal on October 23rd. Mayor Torre opened the public hearing. Mayor Torre closed the public hearing. Councilwoman Richards motioned to approve Ordinance #14, Series of 2020, Councilman Hauenstein seconded. Roll call vote: Hauenstein, yes; Mesirow, yes; Mullins, yes; Richards, yes; Torre, yes. 5-0, motion carried. PUBLIC HEARING:Ordinance #15, Series of 2020 – 2020 Supplemental Adjustment for APCHA and Component Unit Funds - Pete Strecker Mr. Strecker said this encompasses 1.3 million for re-appropriation of last year’s budget for Home Trek to finish the project, appropriation for a single family home acquisition and two new requests for strategic planning and outreach. Mayor Torre opened public hearing. Mayor Torre closed the public hearing. 65 5 REGULAR MEETING ASPEN CITY COUNCIL SEPTEMBER 22ND, 2020 Councilwoman Mullins motioned to approve Ordinance #15, Series of 2020, Councilman Mesirow seconded. Roll call vote: Hauenstein, yes; Mesirow, yes; Mullins, yes; Richards, yes; Torre, yes. 5-0, motion carried. ACTION ITEMS:Resolution #081, Series of 2020 – Roadway for Restaurant and Retail Recovery – Pete Rice Mr. Rice said this request is to extend the summer outdoor dining for a couple of weeks in the right of way. Mayor Torre asked if this is for restaurants and retailers and Mr. Rice said yes, it’s for both unless you tell us differently. He said a lot of the retailers are starting to take down already. Mayor Torre saw the retailers were bringing in outside vendors and this is an issue for him. He also saw this past weekend there was a mobile shoe store in Galena Plaza. He is concerned about pop up retailers in Aspen. He does not feel that the retailers are using their spaces as intended and wants to know others thoughts. Councilman Mesirow said he is supportive of the extension. He felt positive about the summer activations. Councilwoman Mullins said she is looking forward to the town halls to see what people think about all the changes and what was allowed this summer. Winter is coming and the outdoor uses will diminish. She is happy to continue as suggested by staff, for two more weeks. Councilwoman Richards said she supports the extension. For her, town has started to slow down a bit. She’s not worried about a continued loss of parking over this extension period. It’s important when you have a trunk show or something and there are questions about a short term business license. She is ok with letting the experiment ride a little longer. Councilman Hauenstein said this is low impact and he’s moves to pass the resolution, Councilwoman Richards seconded. Mayor Torre said there was a condition that these retail spaces be used seven days a week for retail, and not just for the weekends, and Mr. Rice agreed that things have been a little more relaxed this summer. We are taking comments and know what’s going on and will address it. Roll call vote: Hauenstein, yes; Mesirow, yes; Mullins, yes; Richards, yes; Torre, yes. 5-0, motion carried. Councilwoman Mullins motioned to adjourn, Councilman Mesirow seconded. Roll call vote: Hauenstein, yes; Mesirow, yes; Mullins, yes; Richards, yes; Torre, yes. 5-0, motion carried. ______________________ Nicole Henning, City Clerk 66 6 REGULAR MEETING ASPEN CITY COUNCIL SEPTEMBER 22ND, 2020 67 MEMORANDUM TO:Mayor and City Council FROM:Shirley Ritter, Kids First Director Through:Diane Foster, Assistant City Manager Sara Ott, City Manager DATE:October 8, 2020 RE:Ordinance #16, Series of 2020, authorizing the creation of a Kids First Advisory Board. Purpose: Kids First Advisory Board asks that Aspen City Council approve Ordinance # 16, Series of 2020, authorizing the creation of the Kids First Advisory Board. Summary and Background: Kids First was established soon after the dedicated sales tax was passed by Aspen citizens by ordinance #81, series of 1989 (attached). In the following years a task force was established to determine community priorities and need, and to provide guidance to the Kids First staff for the administration of funds and services. The sales tax was renewed in 1998, and again in 2008. The tax currently is scheduled to sunset in 2040. As Kids First programming continued to develop, the initial task force became an advisory board, but apparently without authorization from the city council. The role has been to provide direction to staff for funding and programming, as well as making recommendations to Aspen City Council. Aspen City Council has continued to act as the governing body for Kids First, with supervision through the city manager’s office. Current members of the Kids First Advisory Board take their responsibility for tax-payer funding very seriously and strive to make investments that strengthen the system of childcare to support young children and their families. The focus from the beginning has been on both developmentally appropriate, high quality, early childhood education programs; and recognition of the role that childcare plays in the economic stability of our community. There is a growing body of research that underscores the importance of strong early child development as a foundation for future success in life, as well as the return on investment (ROI) made in early childhood education. Attachment A and B. Discussion: As Kids First Advisory Board members made efforts to recruit new members, staff became aware that there is no record of an ordinance authorizing the creation of the Kids First Advisory Board. Kids First Advisory Board and staff seek members that represent diverse perspectives and are inclusive of the community that we serve, reflecting the diversity of 68 socioeconomics, race, religion, age and geography of the population we serve. By becoming an Advisory Board rather than an Operating Board, we will be able to recruit Board members who live within our service area, but outside of City limits. Equity begins with young children. This means that everyone has a fair and just opportunity to thrive and reach their potential. This requires that we remove obstacles such as poverty, discrimination, racism — and all their consequences — including powerlessness and lack of access. We intend to ensure that people have what they need to thrive. To that extent, Kids First Advisory Board hopes to be given advisory authority by the city council, with members appointed by city council, to continue to provide staff direction, and to make recommendations to city council based on community needs. Financial/Budget Impacts: There is no fiscal impact to the City of Aspen, nor Kids First. Environmental Impacts:There is no environmental impact to the City of Aspen, nor Kids First. Recommended Action:Aspen City Council approval of Ordinance # 16, Series of 2020, on first reading authorizing the creation of the Kids First Advisory Board. Proposed Motion:I move to approve Ordinance # 16, Series of 2020 to create the Kids First Advisory Board. City Manager Comments: Attachment A:Ordinance 16, Series of 2020 Attachment B:Ordinance 81, Series of 1989 Attachment C:Young Children Develop in an Environment of Relationships Attachment D: James Heckman Equation 69 ORDINANCE NO. 16 (Series of 2020) AN ORDINANCE OF THE CITY OF ASPEN, COLORADO, CREATING A KIDS FIRST ADVISORY BOARD, DESCRIBING THE COMPOSITION, TERM AND QUALIFICATION OF MEMBERS, AND THEIR POWERS AND DUTIES. WHEREAS, the City of Aspen administers the childcare portion of the .45% sales tax dedicated to affordable housing and daycare; and WHEREAS, the mission of Kids First is to promote the availability of quality, affordable early childhood care & education; Provide access to early childhood information and resources, and WHEREAS, Kids First community goals are to: 1. Increase the quality of early childhood education and care 2. Maintain affordability of programs and provide information regarding the true cost of childcare 3. Increase and maintain the availability of childcare programs 4. Increase public education and awareness about the importance of early childhood education. 5. Increase knowledge of early childhood development and parenting for families with young children, and WHEREAS, the City Council will appoint Kids First Advisory Board members to undertake the mission and community goals related to access quality, affordable childcare, and WHEREAS, it is the desire of City Council to seek Kids First Advisory Board members that represent diverse perspectives and are inclusive of the community that we serve, and WHEREAS, the staff and board recommend making this an advisory, not a permanent managing board, and WHEREAS, the City Council will set the Kids First Advisory Board membership of seven (7) members and two (2) alternate members, and WHEREAS, the City Council, at the request of the Kids First Advisory Board, desires to provide within this Ordinance the authority and direction for the Kids First Advisory Board to be guided by the adopted Kids First Mission and Goal Statements. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, THAT: Section 1. Establishment of the Kids First Advisory Board. There is hereby established the Kids First Advisory Board for the City of Aspen, Colorado, which members shall serve at the pleasure of the City Council. Section 2. Composition; Term; Qualification. The Kids First Advisory Board shall be constituted as follows: (a) The Kids First Advisory Board shall consist of seven (7) regular members and two (2) alternate members, all of whomshall serve overlapping three (3)-year terms. The 70 Board shall be appointed by the City Council with all appointees designated as at- large appointees who shall be selected primarily for their knowledge of and experience in the early childhood education, and/or financial, management, or marketing capabilities. (b) Except for the filling of vacancies, all terms of appointment shall be for three-year periods, commencing at the time of appointment. (c) All members of the Kids First Advisory Board shall serve at the pleasure of the City Council and may be removed by majority vote thereof. (d) The Kids First Advisory Board is declared not to be a permanent board within the meaning of Section 8.2 of the Charter of the City of Aspen and, therefore, there shall be imposed no age or residency requirement for membership on the Board of Directors nor shall candidates for appointment be required to be qualified electors. Section 3. Powers and Duties. Generally, the Kids First Advisory Board is empowered to advise the Kids First executive director, and provide recommendations to city council as needed on the planning and policy related to the daily and long-term operations of Kids First, guided by the Kids First Mission and Goal Statements, as may be amended from time to time by the Kids First Advisory Board and approved by City Council . These advisement duties shall include the following: (a) Recommend programming priorities; and (b) Recommend operating policy. Section 4. Rules of Procedure. (a) A quorum to transact the business of the Kids First Advisory Board shall consist of four (4) members. (b) At its first meeting (which shall be called by the City Manager), the Kids First Advisory Board shall elect a two (2) co-chairpersons. (c) The Kids First Advisory Board shall establish regular meeting times and days. Special meetings may be called by the chairperson or at the request of any two (2) members on at least twenty-four (24) hours written notice to each member of the Board, provided that a special meeting may be held on shorter notice if all members of the board waive notice in writing. No business shall be transacted at any special meeting unless it has been stated in the notice of such meeting. (d) All regular and special meetings of the Kids First Advisory Board shall be open to the public except for executive (closed door) meetings as are permitted by law. Citizens shall have a reasonable opportunity to be heard and all minutes and other records of action of the Kids First Advisory Board shall be made available to the public. (e) The Kids First Advisory Board may adopt by-laws for the conduct of its business not inconsistent with this ordinance and the Charter of the City of Aspen and shall adopt such rules of procedures as it deems necessary. Section 5. Severability If any section, subsection, sentence, clause, phrase, or portion of this ordinance is for any 71 reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision and shall not affect the validity of the remaining portions thereof. Section 6. Public Hearing A public hearing on the ordinance shall be held on _________________ 2020, in the City Council Chambers, Aspen City Hall, Aspen, Colorado. INTRODUCED, READ, AND ORDERED PUBLISHED as provided by law by the City Council of the City of Aspen on the _________________________. __________________, Mayor ATTEST: ___________________, City Clerk FINALLY adopted, passed and ordered published this ________________________. __________________, Mayor ATTEST: ______________, City Clerk 72 73 74 75 76 77 78 79 Young children Develop in an environment of relationships working paper 1 1 80 members Jack p. shonkoff, m.D., chair Julius B. Richmond FAMRI Professor of Child Health and Development; Director, Center on the Developing Child, Harvard University w. thomas boyce, m.D. Sunny Hill Health Centre/BC Leadership Chair in Child Development; Professor, Graduate Studies and Medicine, University of British Columbia, Vancouver Judy cameron, ph.D. Professor of Psychiatry, University of Pittsburgh; Senior Scientist, Oregon National Primate Research Center; Professor of Behavioral Neuroscience and Obstetrics & Gynecology, Oregon Health and Science University greg J. Duncan, ph.D. Distinguished Professor, Department of Education, University of California, Irvine nathan a. fox, ph.D. Distinguished Professor; Director, Child Development Laboratory, University of Maryland College Park megan r. gunnar, ph.D. Regents Professor and Distinguished McKnight University Professor, Institute of Child Development, University of Minnesota pat levitt, ph.D. Director, Zilkha Neurogenetic Institute; Provost Professor of Neuroscience, Psychiatry and Pharmacy Chair, Department of Cell and Neurobiology, Keck School of Medicine of the University of Southern California linda c. mayes, ph.D. Arnold Gesell Professor of Child Psychiatry, Pediatrics, and Psychology, Yale Child Study Center Special Advisor to the Dean, Yale School of Medicine bruce s. mcewen, ph.D. Alfred E. Mirsky Professor; Head, Harold and Margaret Milliken Hatch Laboratory of Neuroendocrinology, The Rockefeller University charles a. nelson, ph.D. Richard David Scott Chair in Pediatric Developmental Medicine Research, Children’s Hospital Boston; Professor of Pediatrics and Neuroscience, Harvard Medical School ross a. thompson, ph.D. Professor of Psychology, University of California, Davis contributing members susan nall bales President, FrameWorks Institute william t. greenough, ph.D. Swanlund Professor of Psychology, Psychiatry, and Cell and Developmental Biology; Director, Center for Ad vanced Study at University of Illinois, Urbana-Champaign eric knudsen, ph.D. Edward C. and Amy H. Sewall Professor of Neurobiology, Stanford University School of Medicine Deborah phillips, ph.D. Professor of Psychology and Associated Faculty, Public Policy Institute; Co-Director, Research Center on Children in the U.S., Georgetown University arthur J. rolnick, ph.D. Senior Vice President and Director of Research, Federal Reserve Bank of Minneapolis former members betsy lozoff, m.D. Professor of Pediatrics, University of Michigan Medical School; Research Professor. Center for Human Growth and Development, University of Michigan partners the frameworks institute the national governors association center for best practices the national conference of state legislatures sponsors the birth to five policy alliance the buffett early childhood fund the John D. and catherine t. macarthur foundation Palix foundation the pierre and pamela omidyar fund about the authors The National Scientific Council on the Developing Child, housed at the Center on the Developing Child at Harvard University, is a multi- disciplinary collaboration designed to bring the science of early childhood and early brain development to bear on public decision- making. Established in 2003, the Council is committed to synthesizing and communicating science to help inform policies that promote successful learning, adapative behavior, and sound physical and mental health for all young children. For more information, go to http://www.developingchild.net. Please note: The content of this paper is the sole responsibility of the authors and does not necessarily represent the opinions of the funders or partners. Suggested citation: National Scientific Council on the Developing Child. (2004). Young children develop in an environment of relationships. Working Paper No. 1. Retrieved from http://www.developingchild.net © 2004, National Scientific Council on the Developing Child, Center on the Developing Child at Harvard University UpDaTeD & reprinTeD: oCToBer 2009 81 www.DevelopingChilD.neT Young Children Develop in an Environment of Relationships 1 Growth-promoting relationships are based on the child’s continuous give-and-take (“serve and return” interaction) with a human partner who provides what nothing else in the world can offer – experiences that are individualized to the child’s unique personality style; that build on his or her own interests, capabilities, and initiative; that shape the child’s self-awareness; and that stimulate the growth of his or her heart and mind. Young children experience their world as an environment of relationships, and these re- lationships affect virtually all aspects of their development – intellectual, social, emotional, physical, behavioral, and moral. The quality and stability of a child’s human relationships in the early years lay the foundation for a wide range of later developmental outcomes that re- ally matter – self-confidence and sound men- tal health, motivation to learn, achievement in school and later in life, the ability to control ag- gressive impulses and resolve conflicts in non- violent ways, knowing the difference between right and wrong, having the capacity to develop and sustain casual friendships and intimate re- lationships, and ultimately to be a successful parent oneself. Stated simply, relationships are the “ac- tive ingredients” of the environment’s influ- ence on healthy human development. They incorporate the qualities that best promote competence and well-being – individualized responsiveness, mutual action-and-interac- tion, and an emotional connection to another human being, be it a parent, peer, grandpar- ent, aunt, uncle, neighbor, teacher, coach, or any other person who has an important impact on the child’s early development. Relationships engage children in the human community in ways that help them define who they are, what they can become, and how and why they are important to other people. 7, 8, 9, 10, 11, 12, 13 In the words of the distinguished develop- mental psychologist Urie Bronfenbrenner: … in order to develop normally, a child requires pro- gressively more complex joint activity with one or more adults who have an irrational emotional relationship with the child. Somebody’s got to be crazy about that kid. That’s number one. First, last, and always. nurturing and stable relationships with caring adults are essential to healthy human development beginning from birth. Early, se- cure attachments contribute to the growth of a broad range of competencies, including a love of learning, a comfortable sense of one- self, positive social skills, multiple successful relationships at later ages, and a sophisti- cated understanding of emotions, commit- ment, morality, and other aspects of human relationships. Stated simply, establishing suc- cessful relationships with adults and other children provides a foundation of capacities that children will use for a lifetime.14, 15, 16, 17 the issue healthy development depends on the quality and reliability of a young child’s relationships with the important people in his or her life, both within and outside the family. Even the development of a child’s brain architecture depends on the establishment of these rela- tionships.1, 2, 3, 4, 5, 6 what science tells us Young children experience their world as an environment of relationships, and these relationships affect virtually all aspects of their development. 82 2 Young Children Develop in an Environment of Relationships www.DevelopingChilD.neT national scientific council on the Developing chilD the “serve and return” interaction between par- ent and baby – in which young children naturally reach out for interaction through babbling, facial expressions, and gestures and adults respond with the same kind of vocalizing and gesturing back at them – builds and strengthens brain ar- chitecture and creates a relationship in which the baby’s experiences are affirmed and new abili- ties are nurtured. Children who have healthy relationships with their primary caregivers are more likely to develop insights into other peo- ple’s feelings, needs, and thoughts, which form a foundation for cooperative interactions with others and an emerging conscience. Sensitive and responsive parent-child relationships also are associated with stronger cognitive skills in young children and enhanced social compe- tence and work skills later in school, which illus- trates the connection between social/emotional development and intellectual growth. The broader quality of the home environment (in- cluding toys, activities, and interactions with- in the family setting) also is strongly related to early cognitive and language development, performance on IQ testing, and later achieve- ment in school.12, 18, 19, 20, 21, 22, 23, 24, 25, 26 Young children also learn a great deal from each other. they learn how to share, to engage in re- ciprocal interactions (e.g., taking turns, giving and receiving), to take the needs and desires of others into account, and to manage their own im- pulses. Just being around other children, how- ever, is not enough. The development of friend- ships is essential, as children learn and play more competently in the rapport created with friends rather than when they are dealing with the social challenges of interacting with casual acquaintances or unfamiliar peers.27, 28 the warmth and support of the caregiver in a child care setting also influence the development of important capabilities in children, includ- ing greater social competence, fewer behavior problems, and enhanced thinking and reasoning skills at school age. Young children benefit in these ways because of the secure relationships they develop in such settings, and because of the ways in which the caregivers provide cognitively stimulating activities and support for develop- ing positive relationships with other children. Unfortunately, the generally poor quality of care provided in many child care arrangements in the United States does not support these ben- efits because of high caregiver turnover, poorly designed programs, or inadequate preparation of staff. Current research also suggests the addi- tional risk that a greater amount of time in out- of-home care during infancy may be associated with greater disobedience and aggression by the time children enter school.12, 22, 23, 29, 30, 31, 32, 33 relationships are important to school adjust- ment. Children who develop warm, positive relationships with their kindergarten teach- ers are more excited about learning, more positive about coming to school, more self- confident, and achieve more in the classroom. Relationships with peers also are important. Children who experience greater peer accep- tance and friendship tend to feel more positively about the school experience and perform better in the classroom.33, 34, 35, 36, 37, 38 children have different ways of interacting with their peers. Some are gregarious, others are too shy to get involved (although they want to), some need time to “warm up,” and others are not as interested in being sociable. All of these variations fall within a normal range, and it is essential to differentiate among the many poten- tial reasons (both biological and environmental) that a young child may have limited or difficult interactions with others. Playing cooperatively, making friends, and sustaining friendships over time are not always easy. Any child with severely limited peer involvement is at considerable risk for significant adverse developmental conse- quences.39, 40, 41, 42, 43 secure and stable relationships with car- ing adults assure that young children are ad- equately nourished; protected from dangerous illnesses, exposure to toxins, and hazards that children who develop warm, positive relationships with their kindergarten teachers are more excited about learning, more positive about coming to school, more self-confident, and achieve more in the classroom. 83 www.DevelopingChilD.neT Young Children Develop in an Environment of Relationships 3 can lead to preventable injuries; provided pre- ventive health check-ups; protected from ex- cessive stress; and afforded predictable daily routines that convey a sense of security. These influences contribute significantly to healthy brain development and depend upon the care and support provided by individuals in the community as well as in the family.12, 44 Young children are highly vulnerable emotion- ally to the adverse influences of parental men- tal health problems and family violence. One of the most extensively documented of these vulnerabilities is the negative impact of a mother’s clinical depression on her young children’s emotional development, social sensitivity, and concept of themselves, ef- fects that have been demonstrated in both developmental research and studies of brain functioning. Young children who grow up in seriously troubled families, especially those who are vulnerable temperamentally, are prone to the development of behavioral disorders and conduct problems.45, 46, 47, 48, 49 animal studies have shown that the quality of the mother-infant relationship can influence gene expression in areas of the brain that regu- late social and emotional function and can even lead to changes in brain structure. The nature of the relationship also can have long-term influences (into adulthood) on how the body copes with stress, both physically and emo- tionally.15, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60 science indicates that the quality of early par- ent-child relationships can be strengthened, but successful interventions are more difficult to achieve when relationships are significantly troubled or disturbed. Preventive interventions also can produce a variety of positive outcomes, depending on the extent to which the knowl- edge and skills of the staff and the quality of the implementation are matched to the magnitude of the challenges being addressed. 12, 61, 62, 63, 64, 65 as the public’s appetite for scientific infor- mation about the development of young chil- dren is whetted by exciting new findings, the risk of exaggerated or misleading messages grows. Within this context, it is essential that scientific fact be differentiated from popularly accepted fiction. contrary to common assumptions, scientific evidence shows that the influence of relation- ships on development continues through- out the lifespan. These relationships are not more important at a particular stage of a child’s life compared to another, but the nature of those impacts does vary by age and develop- mental status.4 in contrast to frequently cited concerns, science indicates that young children can benefit sig- nificantly from secure relationships with mul- tiple caregivers (within or outside the family), while their attachments to their parents remain primary and central.13 There is no credible sci- entific evidence to support the claim that close relationships with other nurturing and reliable adults who they trust, especially early in life, interfere with the strength of the young child’s primary relationship with his or her parents. although young children certainly can estab- lish healthy relationships with more than one or two adults, prolonged separations from fa- miliar caregivers and repeated “detaching” and “re-attaching” to people who matter are emo- tionally distressing and can lead to enduring problems. There is no scientific evidence to sup- port the belief that frequently rotating relation- ships with large numbers of adult caregivers pro- vide valuable learning opportunities in the early years of life. Although the importance of sus- tained, reliable relationships within the fam- ily is well understood, the need for stable and predictable relationships in child care set- tings is acknowledged less frequently, and the disruptive impacts of the abrupt changes related to high caregiver turnover are too often disregarded.66, 67 popular misrepresentations of science what science tells us 84 4 Young Children Develop in an Environment of Relationships www.DevelopingChilD.neT national scientific council on the Developing chilD the importance of mother-child relation- ships is old news. The importance of other family relationships (with fathers, siblings, and grandparents) is semi-old news. The impact of these relationships on the development of the brain is new news. And the important in- fluence of relationships outside of the fam- ily – with child care providers, peers, teachers, neighbors, and other adults and children in the community – is even newer, because these in- dividuals are often valued more for what they do than for the meaning of their role in the life experience of very young children. Greater un- derstanding of what science tells us about the importance of a range of relationships for early childhood development leads us to think about many areas of policy and practice in a new light. “Quality” in early child care and education, for example, is often defined in terms of adult- child ratios, group size, physical facilities, and, more recently, cognitively oriented curriculum. But “quality” is perceived differently when we view child care as a prominent feature of the environment of relationships in which young children develop. The importance of ensur- ing that relationships in child care are nurtur- ing, stimulating, and reliable leads to an em- phasis on the skills and personal attributes of the caregivers, and on improving the wages and benefits that affect staff turnover.12, 68, 69, 70 parental leave policies in the united states cur- rently provide parents of young children with few options. A maximum of only three months of unpaid leave is assured for parents of newborns, and these policies cover only about half of American workers. Of those who are eligible for leave, only those who can get by without earned income can afford to take it, and fewer than half of workers even have this option without risk- ing loss of their jobs. These policies seem highly problematic when viewed in relation to exten- sive scientific evidence of the vital importance of establishing a strong and healthy mother-in- fant bond beginning in the early months of life. They elicit even greater alarm when viewed in the context of concerns about the potential ad- verse effects on very young babies of early and extended experiences in out-of-home child care arrangements of highly variable quality.71, 72, 73 for mothers receiving welfare support under temporary assistance to needy families (tanf), federal rules require that states impose work requirements of 30 or more hours per week. Although modifications are permissible, about half of the states do not exempt mothers of chil- dren less than 12 months of age, and some states permit mandated maternal employment be- ginning a few weeks after a baby’s birth. When viewed as an adult-oriented employment policy, TANF can be a subject for reasonable debate. But when examined from a child-oriented per- spective, it reflects a wide gap between what we know about the importance of early family re- lationships and what we are doing to promote the health and well-being of our nation’s most vulnerable young children.74, 75 the science-policy gap parental leave policies in the united states currently provide parents of young children with few options. 85 www.DevelopingChilD.neT Young Children Develop in an Environment of Relationships 5 the science of early childhood develop- ment is sufficiently mature to support a num- ber of well-documented, evidence-based impli- cations for those who develop and implement policies that affect the health and well-being of young children. Five compelling messages are particularly worthy of thoughtful consideration: when considered within the context of a child’s environment of relationships, the concept of school readiness is not exclusively a matter of fostering literacy and number skills. It must also include the capacity to form and sustain posi- tive relationships with teachers, children, and other adults, and develop the social and emo- tional skills for cooperating with others.66, 76, 77 when viewed as an important part of a child’s en- vironment of relationships, early childhood edu- cation must strive to involve young children in re- ciprocal learning interactions with teachers and peers rather than isolated “pre-academic” work, and it should capitalize on children’s natural in- terests and intrinsic drive to learn, rather than follow an adult-determined agenda. Stated sim- ply, young children learn best in an interactive, relational mode rather than through an educa- tion model that focuses on rote instruction.78 extending the length and coverage of leave cur- rently provided under the family and medical leave act would provide the critical necessities of time and economic security that are required for parents to develop the nurturing relationships with their children that are essential to healthy development. Much can be learned from other industrialized nations that promote greater pa- rental choice and child well-being by providing subsidized parental leave for those who wish to stay at home with their babies, and affordable, decent quality, early care and education for the children of those who choose or are compelled to return to work.73, 78 in the absence of consistent evidence that mater- nal employment intrinsically helps or hurts most children, science has little to add to the ongoing political debate about whether paid work should be a mandated requirement for mothers on pub- lic assistance. Nevertheless, emerging data that suggest that maternal employment in the first six months of an infant’s life may be associated with later developmental problems, and con- cerns about the potential adverse impacts of extended out-of-home child care experiences on young children’s social development and behavior, require thoughtful public discussion. Each raises serious concerns about the potential harm of mandated maternal employment and the limited availability of affordable, high qual- ity child care, particularly for the already vul- nerable babies of low-income women on public assistance. It is time for society to weigh the evi- dence carefully and fashion a more thoughtful policy for parents in the workforce, particularly for those who earn low wages.12, 79, 80 traditional child welfare approaches to maltreat- ment focus largely on physical injury, the rela- tive risk of recurrent harm, and questions of child custody, in conjunction with a criminal justice orientation. In contrast, when viewed through a child development lens, the abuse or neglect of young children should be evaluated and treated as a matter of child health and development within the context of a family relationship crisis, which requires sophisticated expertise in both early childhood and adult mental health. The regularized referral of suspected cases of child abuse or neglect from the child welfare system to the early intervention system would assure appropriate developmental and behavioral as- sessment and treatment as needed. Child abuse prevention strategies that emphasize both the developmental needs of children and the im- portance of community-based supports for families provide another clear example of how we can close the gap between science and prac- tice for our most vulnerable young children.12 implications for policy and programs stated simply, young children learn best in an interactive, relational mode rather than through an education model that focuses on rote instruction. implications for policY anD programs 86 6 Young Children Develop in an Environment of Relationships www.DevelopingChilD.neT national scientific council on the Developing chilD 1. Berscheid, E., & Reis, H.T. (1998). Attraction and close relationships. In D.T. Gilbert, S.T. Fiske, & G. 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Campbell, F.A., Ramey, C., Pungello, E., Sparling, J.,& Miller-Johnson, S.(2002) Early childhood education: Young adult outcomes from the Abecedarian Project. Applied Developmental Science, 6(1), 42-57. 63. Currie, J. (2000). Early childhood intervention programs: What do we know? Working Paper from the Children’s Roundtable: The Brookings Institution, Washington, DC: http://www.Brookings.org/es/children/docs/cur- rie2000000401.htm. references 88 64. Gomby, D.S., Culross, P.L., & Behrman, R.E. (1999). Home visiting: Recent program evaluations – Analysis and recommendations. The Future of Children, 9, 4-26. 65. Thompson, R.A. (1995). Preventing child maltreatment through social support: A critical analysis. Thousand Oaks, CA: Sage. 66. Howes, C. (1999). Attachment relationships in the con- text of multiple caregivers. In J. Cassidy & P. R. Shaver (Eds.), Handbook of attachment: Theory, research, and clinical applications (pp. 671-687). New York: Guilford Press. 67. Howes, C.H.,& Ritchie, S.(2002).A matter of trust.New York:Teachers College Press. 68. Phillips, D., Mekos, D., Carr, S., McCartney, K., & Abbott- Shim, M. (2000). Within and beyond the classroom door: Assessing quality in child care centers. Early Childhood Research Quarterly, 15(4), 475-496. 69. NICHD Early Child Care Research Network (1996). Characteristics of infant child care: Factors contribut- ing to positive caregiving. Early Childhood Research Quarterly, 11(3), 269-306. 70. NICHD Early Child Care Research Network (2000). Characteristics and quality of child care for toddlers and preschoolers. Applied Developmental Science, 4(3), 116-125. 71. Kamerman, S., & Kahn, A. (1995). Starting right: How America neglects its young children and what we can do about it. New York: Oxford University Press. 72.Waldfogel, J.(1999). The impact of the Family and Medical Leave Act. Journal of Policy Analysis and Management, 18 (2), 281-302. 73. Waldfogel, J. (2001). International policies toward pa- rental leave and child care. The Future of Children, 11(1), 99-111. 74. Duncan, G., & Chase-Lansdale, L. For better and for worse: Welfare reform and the well-being of children and families. New York: Russell Sage. 75. Huston, A.C. (2002). Reforms and child development. The Future of Children, 12(1), 59-77. 76. Pianta, R.C., Steinberg, M.,& Rollins, K.(1997).The first two years of school: Teacher-child relationships and deflection in children’s school adjustment. Development and Psycholopathology, 9, 63-79. 77. Stipek, D.(2004). The early childhood classroom ob- servation measure. Unpublished manuscript, Stanford University. 78. Waldfogel, J.,Higuchi, Y., & Abe, M.(1999).Family leave policies and women’s retention after childbirth: Evidence from the United States, Britain, and Japan. Journal of Population Economics, 12, 523-545. 79. Han, W., Waldfogel, J., & Brooks-Gunn, J. (2001). The effects of early maternal employment on children’s later cognitive and behavioral outcomes, Journal of Marriage and the Family, 63(2), 336-354. 80. Brooks-Gunn, J., Han, W., & Waldfogel, J. (2002). Maternal employment and child cognitive outcomes in the first three years of life. Child Development, 73(4), 1052-1072. national scientific council on the Developing chilD 8 Young Children Develop in an Environment of Relationships www.DevelopingChilD.neT 89 90 council working paper series working paper #1 Young Children Develop in an Environment of Relationships (2004) working paper #2 Children’s Emotional Development is Built into the Architecture of their Brains (2004) working paper #3 Excessive Stress Disrupts the Architecture of the Developing Brain (2005) working paper #4 Early Exposure to Toxic Substances Damages Brain Architecture (2006) working paper #5 The Timing and Quality of Early Experiences Combine to Shape Brain Architecture (2007) working paper #6 Mental Health Problems in Early Childhood Can Impair Learning and Behavior for Life (2008) also from the council A Science-Based Framework for Early Childhood Policy: Using Evidence to Improve Outcomes in Learning, Behavior, and Health for Vulnerable Children (2007) The Science of Early Childhood Development: Closing the Gap Between What We Know and What We Do (2007) 50 Church Street, 4th Floor, Cambridge, MA 02138 617.496.0578 www.developingchild.harvard.edu www.developingchild.net 91 A past program that’s very relevant today. Lifecycle Benefits analyzes the effects of two identical, randomized-controlled preschool experiments conducted in North Carolina in the 1970’s: The Carolina Abecedarian Project (ABC) and the Carolina Approach to Responsive Education (CARE). They offered comprehensive developmental resources to disadvantaged African- American children from birth to age five, including nutrition, access to healthcare and early learning. Children were randomly assigned into either the treatment group or a control group that had access to alternatives such as lower quality center-based care or in-home care. Given that many high-quality programs today include the components central to ABC/CARE, evidence from ABC/CARE is relevant today. About 19% of all African-American children would be eligible for the program today. And, research shows that the negative effects of a disadvantaged early childhood are similar across races. Rich data provides insight into long-term benefits. Existing research on the effectiveness of early childhood programs largely focuses on short-term academic gains when it is long-term benefits that provide a more relevant measure of value. Lifecycle Benefits analyzes a wide variety of life outcomes, such as health, the quality of life, participation in crime, labor income, IQ, schooling and increases in mothers’ labor income as a result of subsidized childcare. ABC/CARE collected data on the participants throughout childhood and well into adulthood, allowing for an in-depth analysis of long-term effects in multiple dimensions of human development. From birth until the age of 8, data were collected annually on cognitive and socio-emotional skills, home environments, family structure, and family economic characteristics. After age 8, data on cognitive and socio-emotional skills, education, and family economic characteristics were collected at ages 12, 15, 21, and 30. In addition, there is a full medical survey at age 35 and detailed records of any criminal activity. Start at birth, coordinate services into comprehensive early childhood programs and achieve greater economic and social gains. Professor Heckman’s latest research, “The Lifecycle Benefits of an Influential Early Childhood Program,” shows that high quality birth-to-five programs for disadvantaged children can deliver a 13% per year return on investment—a rate substantially higher than the 7-10% return previously established for preschool programs serving 3- to 4-year-olds. Heckman, his University of Chicago colleague Jorge Luis García, Duncan Ermini Leaf of the Leonard D. Schaeffer Center for Health Policy and Economics at University of Southern California, and María José Prados of the Dornsife Center for Economic and Social Research at University of Southern California, find that significant gains are realized through better outcomes in education, health, social behaviors and employment. There’s more to gain by taking a comprehensive approach to early childhood development. The Heckman Equation James J. Heckman is the Henry Schultz Distinguished Service Professor of Economics and Director of the Center for the Economics of Human Development at the University of Chicago, a Nobel Laureate in economics and an expert in the economics of human development. www.heckmanequation.org 92 www.heckmanequation.org The Heckman Equation project is made possible with support from the Pritzker Children’s Initiative. The benefits of high quality starting at birth. Children who received treatment had significantly better life outcomes than those who did not receive center-based care or those who received lower quality care. 75% of the control group children were enrolled in relatively low quality alternative childcare centers, usually after age 3; others stayed at home. Consistent with other research, results varied by gender. For females, ABC/CARE had positive effects on high school graduation, years of education, adult employment and the adult labor incomes of participants and their parents. These treatment results are higher when compared with the alternative of staying exclusively at home. The results for males show lower drug use and blood pressure, as well as positive effects on education and later labor income. The results for employment, hypertension, and blood pressure are higher when the treatment group is compared to the children who attended alternative childcare centers. Separation from the mother and being placed in relatively low quality childcare centers have far more negative consequences for male subjects than for female ones. This suggests that high program quality is necessary to generate quality outcomes. A two-generation effect on workforce. ABC/CARE improved the economic prospects of treated children and their mothers, allowing the latter to enter the workforce and increase earnings while their children gained the foundational skills to make them more productive in the future workforce. ABC/CARE provided childcare to the parents of treated children for more than nine hours a day for five years. Only 27% of mothers of children lived with a partner and this status barely changed during the program, making employment critical for upward mobility. Childcare generates positive effects in maternal education, labor force participation, and parental income. Comprehensive quality care pays off. While the costs of comprehensive early childhood education are high, the rate of return of programs like ABC/CARE imply that these costs are good investments. Every dollar spent on high quality, birth-to-five programs for disadvantaged children delivers a 13% per annum return on investment. These economically significant returns account for the welfare costs of taxation to finance the program and survive a battery of sensitivity analyses. The cost of ABC/ CARE was $18,514 in 2014 U.S. dollars. The average cost of childcare alone in the United States ranges from $9,589 to a high of $23,354 with few assurances of the quality necessary to generate quality life outcomes for children.1 A call to do more and better for disadvantaged children. Child poverty is growing in the United States; investing in comprehensive birth-to-five early childhood education is a powerful and cost-effective way to mitigate its negative consequences on child development and adult opportunity. Elements of the ABC/CARE program exist today through a number of often disjointed home visiting, child well-being, nutrition, early learning, childcare and preschool programs. Policymakers would be wise to coordinate these early childhood resources into a scaffolding of developmental support for disadvantaged children and provide access to all in need. The gains are significant because quality programs pay for themselves many times over. The cost of inaction is a tragic loss of human and economic potential that we cannot afford. The Heckman Equation García, Jorge Luis, James J. Heckman, Duncan Ermini Leaf, and María José Prados. “The Life-cycle Benefits of an Influential Early Childhood Program.” (2016): n. pag. Web. This research was funded by the Buffett Early Childhood Fund, Pritzker Children’s Initiative and the Robert Wood Johnson Foundation’s Policies for Action program. 1 Schulte, Brigid, and Alieza Durana. “The New America Care Report.” Better Life Lab (2016): 1-104. Web. 29 Nov. 2016. 93 MEMORANDUM TO: Mayor Torre and Aspen City Council FROM: Ben Anderson, Principal Long-Range Planner THROUGH: Phillip Supino, Community Development Director MEMO DATE: October 1, 2020 MEETING DATE: October 13, 2020 RE: Policy Resolution No. 078, Series of 2020 Coordination of Land Use Code with Affordable Housing Goals REQUEST OF COUNCIL: Resolution No. 078, Series of 2020 would give formal policy direction to Community Development staff to pursue potential Land Use Code Amendments in furthering City Council’s affordable housing goals. This resolution is the outcome of three previous conversations with Council in work sessions on March 16th, June 1st, and August 10th of 2020. Staff recommends that Council approve Resolution No. 078, Series of 2020. SUMMARY AND BACKGROUND: Policy Resolutions are a requirement of the Land Use Code as a step before Council would formally consider any code amendment. This type of resolution provides no approval of any changes to the code, but instead is limited to setting direction for staff in pursuit of code amendments on specific topics or policy outcomes. Attached, as Exhibit A, is the staff memo from the August 10th work session. The previous memo outlines staff’s recommended topics for further study and potential amendments related to affordable housing. In the subsequent discussion during the work session, Council offered significant input and raised important questions, but in general, provided support for staff’s recommendation. The work in these topic areas will pursue the following objectives for any proposed changes to the Land Use Code: • Align City Council’s affordable housing goals with policies and regulations in the Land Use Code. • Build upon the established successes of Aspen’s affordable housing efforts. • Update, improve, clarify and simplify existing policies and regulations related to the provision of affordable housing. 94 Page 2 of 3 Affordable Housing/Land Use Code Coordination • Improve policies to further encourage both public and private sector development of affordable housing. • Maintain existing and increase the free-market and deed-restricted housing units available to Aspen’s workforce. In summary, staff will be evaluating these specific topics in pursuit of potential code amendments: 1) Affordable Housing Fee-In-Lieu Goals: a. Update the calculation method and propose updated figures to better reflect the value of an affordable housing unit in the context of Aspen’s development realities. b. Update the current fee-in-lieu rate and provide clarity to the method of updating the fee-in-lieu calculation over time. 2) Certificates of Affordable Housing Credits program Goals: a. Align the Land Use Code and APCHA development requirements to improve clarity and provide flexibility to affordable housing development and re-development projects. b. Modify regulations and processes which govern the value, management, and accounting of Certificates of AH to ensure the program aligns with AH market dynamics and optimizes the effectiveness of the Certificates program. c. Provide clarity in the relationship between Aspen’s Credit program and other affordable housing incentives and the eligibility of various entities to generate Certificates. 3) Existing Development Credits and Incentives Goal: a. Bring equity to affordable housing mitigation requirements across different development types. 4) Multi-family Replacement Goals: a. Bring clarity to and simplify policies that preserve existing free-market and deed restricted multi-family housing units. a. Ensure that redevelopment scenarios of existing multi-family housing continue to meet community goals and expectations. Other amendments may be necessary to ensure coordination within and between related sections of the Land Use Code. 95 Page 3 of 3 Affordable Housing/Land Use Code Coordination STAFF DISCUSSION: If Resolution 078, Series of 2020 is approved, staff will continue to work toward potential code amendments related to the topics identified above. To date, staff has been working with consultants to scope necessary areas of professional assistance and has begun to formulate an outreach plan to receive feedback on any proposed changes from the public and interested stakeholders. Staff will make a concerted effort to reach out to the development community as potential changes begin to materialize. Following the study and outreach process, staff anticipates returning to Council later this fall with proposed code amendments. FINANCIAL IMPACTS: None at this time. All work toward these potential amendments has been previously approved in ComDev budget requests. ENVIRONMENTAL IMPACTS: N/A ALTERNATIVES: N/A RECOMMENDATIONS: Staff recommends approval of Resolution No. 078, Series of 2020 CITY MANAGER COMMENTS: EXHIBITS: A – Staff Memo, Work Session – August 10th, 2020 96 Resolution 078-2020 Land Use Code / Affordable Housing Code Amendments Policy Resolution Page 1 of 3 RESOLUTION NO. 078 SERIES OF 2020 A RESOLUTION OF THE CITY OF ASPEN CITY COUNCIL ADOPTING POLICIES AUTHORIZING AMENDMENTS TO THE LAND USE CODE IN SUPPORT OF CITY COUNCIL’S AFFORDABLE HOUSING GOALS WHEREAS,pursuant to Section 26.310.020(A), a Policy Resolution is required to initiate the process of amending the City of Aspen Land Use Code; and, WHEREAS,pursuant to Section 26.310.020(A), during a work session on August 10, 2020, the Community Development Department received direction from City Council to explore targeted amendments to the Land Use Code related to growth management, affordable housing mitigation and the Affordable Housing Credits Program; and, WHEREAS, the Community Development Director recommends Council consider potential changes to the General Provisions (26.104), Growth Management Quota System (26.470), Certificates of Affordable Housing Credits (26.540) sections, and other sections of the Land Use Code as necessary for coordination, WHEREAS,City Council has reviewed the proposed code amendment policy direction, and finds it meets the criteria outlined in Section 26.310.040; and, WHEREAS,amending the Land Use Code as described below will ensure the ongoing effectiveness and viability of the regulations within the City of Aspen Land Use Code to achieve City Council’s policy and regulatory goals related to affordable housing; and, WHEREAS,the regulations and standards in the Land Use Code provide important tools in the development of affordable housing within the Cityof Aspen; and, WHEREAS,Aspen’s affordable housingsystem is essential in the advancement ofa sustainable community; and, WHEREAS,theproposed Land Use Code amendments related to affordable housing will advance specific policy statements in the Aspen Area Community Plan (AACP); and, WHEREAS,pursuant to Section 26.310.020(B)(2), during a duly noticed public hearing on October 13, 2020 the City Council approved Resolution 078-2020, by a __ to __ vote, requesting code amendments to the Land Use Code; and, WHEREAS,pursuant to Section 26.310.020(B)(1), the Community Development Department, following approval of this Policy Resolution will conduct Public Outreach with the public, property owners, and members of the development community; and, 97 Resolution 078-2020 Land Use Code / Affordable Housing Code Amendments Policy Resolution Page 2 of 3 WHEREAS,this Resolution does not amend the Land Use Code, but provides direction to staff for amending the Land Use Code; and, WHEREAS, the City Council finds that this Resolution furthers and is necessary for the promotion of public health, safety, and welfare. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN AS FOLLOWS: Section 1: Overall Code Amendment Objectives The objectives of these code amendments are to: 1. To more closely align City Council’s affordable housing goals with policies and regulations in the Land Use Code. 2. Build upon the established successes of Aspen’s affordable housing efforts. 3. Update, improve, clarify and simplify existing policies and regulations related to the provision of affordable housing. 4. Improve policies to further encourage both public and private sector development of affordable housing. 5. Maintain existing and increase the free-market and deed-restricted housing units available to Aspen’s workforce. Section 2: Topics for Potential Code Amendments 1. Affordable Housing Fee-in-Lieu 2. Certificates of Affordable Housing Credits 3. Existing Development Credits and Incentives Related to Affordable Housing Mitigation for various development and use types. 4. Multi-family Replacement Section 3: Affordable Housing Fee-in-lieu Amendment The goals of this amendment are to: 1. Update the calculation method and propose updated figures to better reflect the value of an affordable housing unit in the context of Aspen’s development realities. 2. Update the current fee-in-lieu rate and provide clarity to the method of updating the fee-in-lieu calculation over time. Section 4: Certificates of Affordable Housing Credits Code Amendment The goals of this amendment are to: 1. Align the Land Use Code and APCHA development requirements to improve clarity and provide flexibility to affordable housing development and re-development projects. 2. Modify regulations and processes which govern the value, management, and accounting of Certificates of AH to ensure the program aligns with AH market dynamics and optimizes the effectiveness of the Certificates program. 98 Resolution 078-2020 Land Use Code / Affordable Housing Code Amendments Policy Resolution Page 3 of 3 3. Provide clarity in the relationship between Aspen’s Credit program and other affordable housing incentives and the eligibility of various entities to generate Certificates. Section 5: Existing Development Credits and Incentives Amendment The goal of this amendment is to: 1. Bring equity to affordable housing mitigation requirements across different development types. Section 6: Multi-family Replacement Amendment The goals of this amendment are to: 1. Bring clarity to and simplify policies that preserve existing free-market and deed restricted multi-family housing units. 2. Ensure that redevelopment scenarios of existing multi-family housing continue to meet community goals and expectations. Section 7: Other Amendments as Necessary Other amendments may be required to ensure coordination between the sections identified above and other sections in the LUC which may not have been anticipated. Section 8: This resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the resolutions or ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior resolutions or ordinances. Section 9: If any section, subsection, sentence, clause, phrase, or portion of this resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. FINALLY,adopted this 13th day of October, 2020. ______________________________________ Torre, Mayor ATTEST:APPROVED AS TO FORM: _______________________________________________ Linda Manning, City Clerk James R True, City Attorney 99 MEMORANDUM TO: Mayor Torre and Aspen City Council FROM: Ben Anderson, Principal Long-Range Planner THROUGH: Phillip Supino, Community Development Director MEMO DATE: August 5, 2020 MEETING DATE: August 10, 2020 RE: Work Session Discussion – Affordable Housing Goals and Coordination with the Land Use Code (Continued discussion from 6/2/20) REQUEST OF COUNCIL: This work session’s purpose is to follow up on an extensive conversation with Council on June 2, 2020 related to Affordable Housing Goals and Coordination with the Land Use Code (LUC). In June, staff presented several possible areas in the LUC that could be evaluated for amendments to further support the creation of new affordable housing. Council was generally supportive of staff’s suggestions, but it was made clear during the discussion that some of the possibilities had more potential than others – and importantly were more feasible to pursue in the near term. This memo outlines staff’s recommended priorities in our work to evaluate the LUC related to affordable housing over the coming months. Staff asks for Council support of these priorities – or that Council provide additional direction. Staff also seeks direction to initiate the first round of code amendments for Council consideration in September. SUMMARY AND BACKGROUND: During the June discussion Council provided support for the following Guiding Principles as staff begins this work: 1)Be holistic in analysis of relevant LUC regulations which affect the development, financing, maintenance, and supply of affordable housing. 2)Provide Council with broader, contextual information and potential alternatives to ensure affordable housing regulations are legally defensible, innovative, and deliver on Council’s policy objectives. 3)Staff will ensure analysis of all regulations and alternatives includes financial information to inform holistic decision making. Exhibit A - work session memo 100 Page 2 of 5 Affordable Housing/Land Use Code Coordination 4) Structure the process to allow Council to understand and consider individual pieces of the LUC regulations incrementally, within the context of the larger system. Staff presented the following areas in the LUC for consideration of evaluation: 1) Affordable Housing Fee-in-Lieu 2) Affordable Housing Credits Program 3) Growth Management Quota System • Employee Generation and Mitigation Rates • Multi-Family Replacement • Lodge Incentives • Existing Floor Area Credit – Residential 4) Subdivision 5) Zone District Standards 6) Calculations and Measurements 7) Affordable Housing Revenue and Financing For discussion and further detail on each of these topics, please see the staff memo from June 2nd – attached as Exhibit B. STAFF DISCUSSION: Following the direction from Council on June 2nd, staff has created a refined set of recommended priorities for ComDev’s work in the coming months. While these topics are complex and require study (and demand caution as we move to recovery from COVID-19), staff believes these are topics that have immediate importance, are tangibly scaled, and are feasible to achieve in the near term. Potential amendments on these topics could be packaged and presented to Council for consideration as soon as September. They will all require some degree of consultation with outside experts and outreach to the development community and to a more general audience. These recommended focus areas can be evaluated, and potential amendments proposed within ComDev’s current budget authority. Recommended Study Areas 1) Affordable Housing Credits Program Staff continues to believe in the promise of the AH Credits Program to encourage private sector development of affordable housing units. In the evaluation of this program, staff will look to identify improvements that bring additional clarity to the supply and demand mechanisms behind the credits program – and importantly propose additional incentives within the development of AH units. Initial ideas for improvements include: • Phased issuance of approved credits during the construction process. This could provide additional flexibility to developers in creating a revenue stream as a project moves through construction. Additionally, this could help the credits market by bringing credits to the market incrementally, rather than the current situation where a large batch of credits hits the market at project completion. 101 Page 3 of 5 Affordable Housing/Land Use Code Coordination • Policies that provide flexibility, yet certainty in the number of credits issued for a particular project. This has importance both to new construction and projects that propose the conversion of existing free-market multi-family to deed-restricted affordable housing. This specifically involves the relationship of the LUC to APCHA’s development requirements for unit sizes – and the credits that can be generated as a consequence. • Create a multiplier in the credits generated calculation for designated historic properties. This would acknowledge the additional costs of preservation in projects that are proposing redevelopment to affordable housing. This could be particularly important in the Main Street Mixed-Use and R/MF Zone Districts – where we already encourage affordable housing projects through other policies. • Provide direct language in the LUC to promote the availability of AH Credits to private development projects that are additionally pursuing LIHTC (Low Income Housing Tax Credits) units. Currently the LUC does not provide this direct encouragement, and if read in a particular way actually prohibits a project from pursuing both Federal and Aspen-based incentives. This change beyond encouragement of credits projects in general – could also result in units directed at lower income categories. Staff sees real potential in these improvements based on previous conversations with developers of affordable housing. Staff will work with the development community to further confirm the potential of these ideas and refine the details that would be included in any additional policy changes. Staff does not see this as a particularly controversial set of potential improvements. These potential changes would not alter the underlying purpose or structure of the program. They may increase the financial viability of future affordable housing credits projects, resulting in a possible increase in the frequency and scale of such projects. Additionally, beyond conversations with the development community and perhaps review by third-party experts, these changes would necessitate minimal consultant engagement. 2) Affordable Housing Fee-in-Lieu (FIL) Update This would finalize the work previously completed by the consultant team of White and Smith, and TischlerBise. The report that was delivered this spring confirmed that the general framework of Aspen’s FIL is legally defensible and provided a clear methodology for how to calculate and update the FIL. Staff and consultant efforts would provide specific figures for the FIL and would potentially respond to other recommendations from the report. As it is estimated that current FIL figures are artificially low having not kept up with construction costs in the Aspen market, this work could result in significant increases in the FIL – and consequently the cost of required AH mitigation. As such staff will be carefully working with consultants to ensure that calculations are grounded in legally defensible procedures. Because of the potential impacts to overall development costs, staff does recommend that more general outreach will be required as proposed changes come forward. This is a topic that staff will be particularly careful of in assessing impacts in the context of COVID-19 recovery. 102 Page 4 of 5 Affordable Housing/Land Use Code Coordination 3) Existing Credits and Incentives Related to Required AH Mitigation AH mitigation calculations, over time, have been used in the LUC to incentivize or disincentivize different kinds of development outcomes. Staff has identified three such calculation methods that have had real impacts on mitigation calculation: • Lodge Density/Unit Size Incentives – The LUC currently provides significantly reduced mitigation requirements for lodge projects that provide smaller units and use land efficiently. This has the effect of reducing the required mitigation rate from 65% (consistent with other commercial uses) to as low as 10%. While this has resulted in the intended outcome of smaller lodge unit sizes, it has also created community discussion related to AH mitigation on recent high-profile lodge projects. • Existing Lodge Unit Credit – this provides a full credit for existing lodge units during redevelopment of lodge projects – regardless of whether the existing lodge units ever provided AH mitigation. This credit during redevelopment of other commercial buildings is being phased out – starting from 2017. • Existing Residential Floor Area Credit – this currently provides a full credit for existing residential floor area during redevelopment – regardless of whether the existing residence ever provided AH mitigation. This type of credit for commercial buildings is being phased out – starting from 2017. These three existing “incentives” have had significant consequences on required AH mitigation for Lodge and Residential development and redevelopment. Changes to these existing regulations will require fundamental policy considerations for Council and the community. If Council supports exploring changes to these credits, particularly to the Residential credit, staff recommends a robust outreach campaign. Staff does not at this point foresee significant consultant engagement requirements for these topics. 4) Improvements to Multi-Family Replacement Requirements The multi-family replacement regulations in the Growth Management chapter of the LUC is simultaneously difficult to interpret and apply and yet absolutely essential in retaining free-market, multi-family units as part of Aspen’s housing stock – and in the creation of deed-restricted affordable housing during redevelopment scenarios. Staff, property owners and the development community are often perplexed by the requirements of this section. Additionally, there has been some concern over time that re-development scenarios have not always resulted in projects that meet the intent of the code. Of the proposals contained in this memo, this is the one that staff believes will require the most study and support from consultant expertise. Clearly understanding the potential development outcomes of proposed changes will be essential – as will be a significant outreach campaign to HOAs and property owners. At this time, staff believes that this work will generate several proposed scenarios for eventual consideration by Council and the community. 103 Page 5 of 5 Affordable Housing/Land Use Code Coordination NEXT STEPS: With direction from Council, staff will begin the work necessary to the further study these issues, create policy analyses, and draft possible code amendments. Necessary contracts for consultant support will be initiated and public outreach efforts defined. Following Council direction to staff on each of these topics, the next step in the process with Council will be a Policy Resolution followed by the ordinance development and adoption process. These initial areas of focus are anticipated to be addressed before the end of 2020 or into early 2021. Other items discussed at the June 2nd work session not included in this initial focus, remain on staff’s radar, but will not be pursued without further direction from Council. FINANCIAL IMPACTS: Following Council direction, further analysis will be required to determine financial impacts. ENVIRONMENTAL IMPACTS: N/A ALTERNATIVES: N/A RECOMMENDATIONS: N/A CITY MANAGER COMMENTS: EXHIBITS: A – Summary table of proposed work plan B – Staff Memo – June 2, 2020; Work session 104 EXHIBIT A – Summary table of proposed work plan – Fall 2020 / Winter 2021 Affordable Housing Goals / Land Use Code Coordination Proposed Work Area Land Use Code Section(s) Summary of Issue and Proposed Study Outreach Required Consultant Engagement AH Credits Program 26.540 AH Certificates 26.470.050 Growth Management Calculations Identify and implement enhancements to existing Credits program – this may include Directed – to development community, particularly those in affordable housing Minimal AH Fee-in-Lieu (FIL) 26.470.050.E Growth Management Calculations Finalize AH mitigation FIL calculation and confirm method for yearly update Directed – to development community Limited – finalizing previous work Existing Credits and Incentives 26.470.100.G Lodge Mitigation 26.470.070.F Credit for Existing Lodge Units 26.470.090.A Credit for Existing Residential Floor Area Evaluate impact to AH mitigation requirements in redevelopment scenarios for lodge and single- family/duplex residential projects More general – these potential changes have broad impact to development community and property owners Minimal Multi-Family Replacement 26.104.100 Definitions 26.104.110 Use Categories 26.470.020 Terminology 26.470.100.D MF Replacement 26.470.100.H and I Residential Mitigation Clarify requirements and limitations to ensure preservation of multifamily residential units for Aspen’s full-time and part-time residents during redevelopment scenarios More general – this policy area has impacts for development community and property owners – special efforts will be made in outreach to Condo HOAs More Significant 105 MEMORANDUM TO: Mayor Torre and Aspen City Council FROM: Ben Anderson, Principal Planner Phillip Supino, Community Development Director MEMO DATE: May 27, 2020 MEETING DATE: June 2, 2020 RE: Work Session Discussion – Affordable Housing Goals and Coordination with the Land Use Code REQUEST OF COUNCIL: This work session’s purpose is to re-initiate Community Development staff’s work toward Council’s affordable housing goals and improved coordination with regulations in the Land Use Code (LUC). Staff was poised to begin a conversation with Council on this topic in early March of 2020, just as the City was beginning to respond to the Covid-19 crisis. In this work session, staff will outline those aspects of the LUC which fall within the scope of the project previously approved by Council, identify project goals moving forward, and define the process of analysis and potential amendments. Staff will pose specific questions of Council to inform and prioritize staff’s work over subsequent months. Note: Staff is approaching this project with additional caution. The world has fundamentally changed in the last three months and the short and long-term impacts to Aspen’s development economy are yet to be understood. While it is clear that affordable housing is and will continue to be a community priority, understanding the downstream effects of any potential policy change is a process outcome that is important now more than ever. SUMMARY AND BACKGROUND: Affordable housing in Aspen dates to the 1977 adoption of the Growth Management Quota System (GMQS). Since then, inclusionary zoning, affordable housing mitigation requirements, and the assessment of impact fees on development for the provisions of affordable housing have become keystones of Aspen’s approach to maintaining community character, social equity, and a functional in- town economy. The regulations related to affordable housing mitigation have evolved in significant ways over time in response to changing values and priorities within the community. Today, this means that impacts of both residential and commercial development on the generation of new employees is required to be mitigated. A complex system of calculations that 106 Page 2 of 11 Affordable Housing/Land Use Code Coordination touches on several chapters of the LUC reflects layers of change over time that have pursued both the mitigation of generated employees, and the use of incentives, bonuses, and credits to incentivize or disincentivize different kinds of development outcomes. The current Council has identified the development of additional affordable housing units, the maintenance of existing units, and the long-term health of the whole system as priority projects. In response to this prioritization, staff suggested in 2019 that the 2020 Community Development Work Program include an analysis of the existing LUC regulations which impact the affordable housing system. Through Resolution #16, Series 2020 Council established the following 2020-2021 goals related to affordable housing: Affordable Housing – Advance the quality of life through affordable housing opportunities that address financing, incentives, and maintenance through partnerships. A. Resources: Increase the City’s resources for affordable housing development by leveraging existing funds in tandem with partnering with regional entities. B. Incentives: Review adopted regulations that affect the development of affordable housing including a study of the affordable housing fee-in-lieu rate, the Certificate of Affordable Housing Credit program, employee generation and mitigation rates, and multi-family replacement requirements. C. Financing: Establish and utilize a financial advisory board to advise, evaluate, and make recommendations on the long-term economic stability of affordable housing development. D. Maintenance Focus: Work with partner agencies and homeowner associations to formulate options to address delayed affordable housing maintenance, including insufficient capital reserves policies. AFFORDABLE HOUSING / LAND CODE COORDINATION PROJECT: Process Overview Depending on Council’s priorities with respect to which sections of code to analyze and possibly amend, the timeline for this project could vary dramatically. Given Council’s comments during the fall work session regarding the project, staff anticipates this project taking between 12 and 18 months. During that time, staff plans to conduct multiple studies, analyses, and amendment processes, with staff work, consultant assistance, public outreach, and Council consultation and reviews happening concurrently. Each aspect of the project will require a different level of analysis with consultants, stakeholders, and staff. Likewise, each element will require tailored public outreach. As we move through the project, staff will consult with and seek guidance from Council on how to approach the analysis, outreach, and potential amendments for each element as needed. 107 Page 3 of 11 Affordable Housing/Land Use Code Coordination QUESTIONS FOR COUNCIL: (See Exhibit A for a summary worksheet) Process - Guiding Principles Council’s goal statements underpin staff’s approach to the affordable housing LUC coordination project. In order to provide clarity of process and direction, staff has identified the following project guiding principles: Principle #1: Be holistic in analysis of relevant LUC regulations which affect the development, financing, maintenance, and supply of affordable housing. In 2020 work program discussions with Council, Council directed staff to look holistically at the standards in the Land Use Code related to affordable housing. This ought to including incentives, generation and mitigation rates, growth management requirements, zoning standards, definitions, fees, and financial components. Staff will provide Council with the information needed to understand each relevant code section, how it relates to the delivery of affordable housing, how they influence development outcomes in commercial and residential projects, and how each fits into the larger system of leveraging commercial and residential development for the financing and development of affordable housing. Principle #2: Provide Council with broader, contextual information and potential alternatives to ensure affordable housing regulations are legally defensible, innovative, and deliver on Council’s policy objectives. With the holistic assessment of the LUC affordable housing standards in mind, staff seeks to provide Council when appropriate with relevant information about how other communities use regulation and incentives to meet their affordable housing need. Contextual information rooted in national best practices will help Council understand how similar systems and regulations are work in other communities. That work may also present innovations and alternatives to assist Council in determining areas where improvements may be made and inform discussions about whether the current set of regulations are optimized to deliver the housing Council and the community desire. Principle #3: Staff will ensure analysis of all regulations and alternatives includes financial information to inform holistic decision making. It is important to consider financial implications when analyzing LUC affordable housing regulations. Many of the regulations leverage commercial and residential development activities to generate affordable housing development revenue. While not necessarily financial in nature, there is a close relationship between LUC regulations and the market forces that finance affordable housing development and maintenance. Staff believes that the analysis of existing regulations or the potential of modified or new regulations should be understood systematically and holistically. 108 Page 4 of 11 Affordable Housing/Land Use Code Coordination Principle #4: Structure the process to allow Council to understand and consider individual pieces of the LUC regulations incrementally, within the context of the larger system. Note: This is particularly important as staff and Council analyze potential impacts of proposed policy changes on the development economy in the recovery from the impacts of Covid-19. The final project goal relates to the process by which staff will present topics to Council, seek input, and propose possible actions. Staff will present related code sections and case studies incrementally to Council for discussion and potential amendment. While all the affordable housing standards are interrelated, taking an incremental approach to presenting and responding to distinct sections of code will provide Council the opportunity to prioritize and address specific regulations on their desired timeline. Further, this approach will ensure that no one topic or regulation impedes progress on the whole project. There are a lot of regulations to unpack. Staff is focused on assisting Council to do so efficiently and with opportunities for progress and successes throughout. Finally, the incremental approach will aid staff in breaking this significant undertaking into digestible parts and retaining third-party support on an as-needed basis. The varied sections of code which Council may wish to consider may require professional services with unique, specific skill sets. For example, analyzing the appropriateness of employee generate rates is different than modelling development allowances in zone districts or optimizing the affordable housing credits program. Thus, an incremental approach allows Council and staff to obtain the outside expertise required for each piece of the project, reducing cost and increasing efficiency of time and effort. Question: Does Council support staff’s proposed process-related guiding principles? Areas for Land Use Code Coordination with Council’s AH Goals It cannot be overstated how inter-related and varied are the number of LUC code sections which impact the affordable housing system. The LUC is a living document, having evolved in response to shifting dynamics in development and changes to the community’s expectations of it. Aspen’s built environment is the physical manifestation of these changes over time. The affordable housing LUC coordination project requires analysis of a number of those layers. The following describe them in general categories and asks Council to provide direction on their desire (or not) to include each in the scope of the project. 1) Affordable Housing Fee-in-Lieu (FIL) In March of 2020, White and Smith, LLC and TischlerBise, Inc., completed a draft report that analyzes Aspen’s affordable housing FIL. The report provides recommendations related to the calculation methodology, methodology for regular updates, and other related policy questions. The Executive Summary of this report is included as Exhibit B. Council has previously been presented with the full draft study. 109 Page 5 of 11 Affordable Housing/Land Use Code Coordination While FIL currently plays a small role in its direct relationship to provision of affordable housing mitigation and in the overall revenue of the 150 Affordable Housing Fund, it does have important purposes: • Establishes a legal and cost basis for required affordable housing mitigation • Provides an important signal to the market value of Affordable Housing Certificates • Sets a value of required mitigation for small projects and other by-right FIL payments (example: removal of ADU deed restrictions) Efforts to further study and implement the recommendations of the report would be conducted by staff, with support of White and Smith, and TischlerBise. Question: Does Council support finalizing an updated FIL calculation and/or the further study of other recommendations as proposed by the draft FIL study? 2) Affordable Housing Credits Program The affordable housing credits program is a unique and innovative approach to incentivizing private sector development of affordable housing. It permits the City to avoid the burdens of land acquisition, financing, permitting, and project management while bringing more affordable housing units to market. Ten years after the creation of the program, challenges to its success have come into view. Relative to City-financed projects and the development of on-site affordable housing since the inception of the GMQS regulations, the credits program has brought relative few units to market. For those developers attempting to leverage the credits program and build affordable housing units, there are structural challenges which limit its utility. Inclusion in the affordable housing LUC coordination process will provide Council with an opportunity to assess opportunities and constraints to the program’s success in the context of its role in the larger affordable housing program. Question: Should staff include the Affordable Housing Credits program in the coordination project? 3) Growth Management Quota System Of all the sections of the LUC relevant to this project, none are as esoteric, or as impactful to the AH program than GMQS. This section provides the regulatory foundation for the relationship between private-sector commercial and residential development activities and the provision of units for financing for the AH system. Originally envisioned as the regulator governing the pace and scale of development in Aspen and Pitkin County, GMQS has evolved into a complex of regulations and incentives. At its heart is the policy that development ‘pays its own way’ by leveraging private sector development resources to require the provision of affordable housing units or financial resources in-lieu of units. This is the system of employee generation (FTEs by use type) and mitigation (percent of those FTEs required to be housed by used type). Following, is 110 Page 6 of 11 Affordable Housing/Land Use Code Coordination an overview of the relevant regulations and incentives staff proposes to include in the LUC coordination project. • Employee Generation and Mitigation Rates The number of full-time equivalent employees generated by commercial and residential land use types provides the baseline for establishing a specific projects affordable housing requirement. Affordable housing mitigation rates are then assessed on top of the generations rates. These are the 65% (commercial) and 30% (residential) numbers, which translate the FTE generation rate into a unit or dollar figure for a development. For example, a commercial development generating 10 FTEs would have to provide housing (in some form) for 6.5 FTEs. As such, employee generation rates set the ceiling and mitigation rates set the floor for development meeting its AH requirements. Modifying generation rates requires a detailed study. Commercial generation rates were last updated in 2012; Residential in 2015. Because generation rates create the baseline for development’s AH mitigation requirements, staff recommends Council include an employee generation study as part of this project. With the current fee-in-lieu study in progress, a generation rate study would be informative to Council regarding the relationship between the employee generation from different development types and subsequent demand on housing. A topic that is perhaps more pressing – is a needed analysis comparing Residential and Commercial mitigation rates. Over the years, Commercial mitigation has evolved to be 65% of employee generation at Category 4. Residential mitigation is set at 30% at Category 2. This distinction has two implications: 1) How does this difference incentivize or disincentivize different development outcomes? And 2) What impact does this have on the development of related affordable housing? The study of generation and/or mitigation rates will require professional services and will take time (12-18 months). However, staff believes this analysis could re- set the foundation of the entire affordable housing program – and could also be used to support other Council goals related to development outcomes. Question: Does Council support the investment of time and dollars in a study of generation and/or mitigation rates? • Multi-Family Replacement GMQS requires that existing multi-family developments (apartments, condos, etc.) be replaced in proportion to their impact on the free-market and affordable housing stock. When the policy was adopted in 1989, it was rooted in the idea that multi- family residential units contributed to development density (a community benefit in the context of Aspen’s constrained development area and open space values) and the availability of less expensive free-market housing units in the community. It is important to consider that much of Aspen’s multi-family housing stock is aging and is increasingly under pressure for re-development. 111 Page 7 of 11 Affordable Housing/Land Use Code Coordination In their current form, the regulations require that the redevelopment of existing, free market or affordable multi-family buildings replace the units with specified proportions of free-market and affordable units. The regulations are complex and challenging to administer. In some circumstances, they permit an increase in the proportion of a development for free-market units and reductions in the proportion for affordable units. In spite of the challenges and shortcomings of the current regulation, multi-family replacement is an important tool for the City in leveraging redevelopment to ensure it delivers on AH goals. Staff recommends Council consider the effectiveness of the regulations in maintaining existing affordable housing, developing new or redeveloped affordable housing, and the nexus with Council’s larger AH program goals, including the ability of the AH Credit program to deliver privately financed affordable housing. Question: Does Council wish to analyze the Multi-Family Replacement regulations as part of the LUC affordable housing coordination project? • Lodge Incentives GMQS includes incentives for new lodge development to provide smaller average lodge units. The regulations were a response to community concern in the 2000’s over data showing the decline in affordable lodging bed base. The intent was to motivate smaller lodge unit sizes through breaks in employee generation. Since the regulations were adopted, Council has expressed concern over the FTEs and affordable housing lost through these incentives. In recent years, staff has observed new lodge developments combining larger (more expensive) rooms and smaller (less expensive) lodge units. While this configuration meets the requirements of the LUC, analysis is required to determine whether it is delivering on the policy goal of creating affordable or moderately prices lodging products, particularly in light of the losses to the affordable housing system. Question: Should staff analyze the effectiveness of the lodge unit size incentives in the context of Council’s affordable housing project goals? • Existing Floor Area Credit – Residential Provisions which provide a credit of existing commercial and residential floor area to redevelopment projects have been historically embedded in GMQS. This results in scrape-and-replace development providing affordable housing at a rate lower than that required for new development on vacant land. The policy concept behind this credit is that the development being scraped and replaced may have been constructed prior to the adoption of affordable housing requirements or that mitigation for the existing development may have already been provided. The result is redevelopment which only provides AH mitigation for the new square footage added to the site. 112 Page 8 of 11 Affordable Housing/Land Use Code Coordination The credit for existing commercial square footage which had not previously mitigated was addressed through a 2017 code amendment, which set a phased increase for that share of a redevelopment project shown to not have provided affordable housing mitigation in the past. That rate is set to catch up to the current 65% mitigation rate for commercial in 2034. The continuation of the credit for existing residential floor area was not amended at that time. Question: Does Council wish to include credit for existing residential floor area in the analysis of GMQS affordable housing regulations? 4) Subdivision At a recent City Council meeting regarding a lot split application, Council clarified with staff that lot splits, which are classified as a minor subdivision, do not trigger compliance with the affordable housing and growth management allotment requirements of GMQS. The City’s subdivision regulations require that major subdivisions comply with some GMQS standards to which minor subdivisions (including lot splits) are not subject. The relationship between various subdivision regulations, growth management, and affordable housing is a topic which Council may want to explore. This is primarily a question about growth management allotments, rather than impacting mitigation requirements. Question for Council: Should study of subdivision regulations that impact GMQS be included in the project? 5) Zone District Standards Part 700 of the LUC includes all the zone districts which govern the mass, scale, uses, and physical form of development throughout town. The dimensional and use regulations in this section have the single biggest influence on the built environment of any aspect of the LUC. This section establishes where affordable housing can be located, at what mass, scale, and density, and with what associated or surrounding uses. As such, the zone district regulations are essential tools for meeting current and future AH policies and goals. Including zone district standards in the AH coordination project may involve analysis of the potential build out of affordable housing in various zones under the current regulation, and analysis of how changes to specific standards in the zone districts may influence potential future build out. Both processes will provide vital information to Council about the potential to meet current and future AH demand within the current City limits, as well as what changes to zoning standards may be helpful to achieve Council’s AH goals. Because of the land constraints within Aspen – both in terms of availability and price – policies and regulations that would have the effect of increasing resources for building affordable housing should be supported by an analysis of where and at what density actual units could be built. A review of Part 700 of the LUC would provide this type of analysis. 113 Page 9 of 11 Affordable Housing/Land Use Code Coordination Question for Council: Should analysis of current zoning standards and potential future zoning scenarios be included in the AH coordination project? 6) Calculations and Measurements Section 26.575.020 establishes the means through which the City measures the physical dimensions of development. This section reflects previous community decisions to incentivize or disincentivize different types of development outcomes on the built environment. Some of these regulations impact affordable housing mitigation. An example of this is the exemption of basements from Floor Area calculations. Instituted primarily as a means to incentivize less mass and scale above ground, this provision has had the effect of excluding significant gross floor area from required residential affordable housing mitigation while not necessarily reducing above-grade floor area. Question: Should review and analysis of potential impacts to affordable housing within Section 26.575.020; Calculations and Measurements, be included in the AH coordination project? 7) Affordable Housing Revenue and Financing There is a direct relationship between LUC standards like employee generation and mitigation rates and the annual revenue for the AH program that are generated through impact fees on development and other economic activities. Changes to economic and development dynamics can have a significant impact of the City’s short and long-term revenue generation, adding risk and uncertainty to the capacity to the City to build and maintain affordable housing. There are several policy assumptions embedded in the current financing model. Fundamental to these is the idea that development pays its own way and that the cost to develop affordable housing is covered in large part by the employee-generating development that creates much of the demand for AH. In short, the development of new affordable housing, whether by the City or the private sector – is fully dependent on new commercial and residential development. It is not a coincidence that affordable housing mitigation regulation resides in the chapter on growth management. The tension between this reliance on development to underpin the AH system and community concern about the pace and scale of development are an important dynamic for Council to consider Analysis of the relationship between various revenue streams and projections of future revenue under different economic and development scenarios is essential to making future policy choices about how best to fund the system in the future. This process would include analysis of the current factors influencing AH revenue, and how changes to economic and development dynamics may impact the AH program in the future. Development-neutral alternatives to the current revenue model could be evaluated with Council direction. Question: Should AH revenue and financial analysis be included in the project? 114 Page 10 of 11 Affordable Housing/Land Use Code Coordination In addition to the code sections referenced above, amendments to other sections may be required in response to Council’s direction on these larger topics. These sections might include Definitions, Common Development Review Procedures, and other sections as maybe identified. As the process unfolds, staff will discuss with Council the relationship between the primary code sections and the secondary code sections. Should the need to amend those sections arise, staff work with Council on developing the scope for those amendments. Question: Are their additional LUC regulations and City policies Council wishes to add to the scope of work of this project? NEXT STEPS Establishing Council Priorities For staff to develop a detailed scope of work, timeline, and work plan, and to begin the process of identifying and contracting with subject matter experts to assist in the project, staff suggests Council begin to prioritize the various elements of the scope proposed herein. The questions posed above are a mechanism to begin building this list of priorities. To inform Council’s thinking, staff envisions a phased approach and has taken a first pass at prioritizing the elements outlined in this memo. Staff is primarily concerned with making progress toward the larger goal of this project while addressing items that are manageable and politically feasible in this uncertain time. Secondarily, staff is interested in prioritizing items with Council which will help to establish policy and regulatory guidance that inform later stages of the process. With those principals in mind staff suggests the following items be prioritized for the first phase of the project: 1. Finishing the work of the FIL study 2. GMQS, Lodge Unit Size Incentives 3. Improvements to Certificates of Affordable Housing Credit program 4. GMQS, Multi-Family Replacement While these topics are complex and require study (and demand caution as we move to recovery from Covid-19), Staff believes these are topics that have immediate importance and are tangibly scaled. Potential amendments on these topics could be packaged and presented to Council for consideration sooner, rather than later. They will all require some degree of consultation with outside experts and outreach to the development community. This can be achieved within ComDev’s current budget authority. With direction from Council on the initial scope of this project provided at this work session, staff will return to Council with a detailed timeline and further information to support the first phase of the project. Future phases and scoping of the project will be 115 Page 11 of 11 Affordable Housing/Land Use Code Coordination identified based on the direction given by Council in response to the questions posed by this memo. FINANCIAL IMPACTS: At this time, N/A. ENVIRONMENTAL IMPACTS: N/A ALTERNATIVES: N/A RECOMMENDATIONS: N/A CITY MANAGER COMMENTS: EXHIBITS: A – Worksheet for questions posed to Council B – Executive Summary of Fee-in-Lieu Study 116 Page 1 Ordinance No. 13, Series of 2020 – Vacation Rental Business License Requirements MEMORANDUM TO:Mayor Torre and City Council FROM:Pete Strecker, Director Finance Department Phillip Supino, Director Community Development Department MEMO DATE:September 30, 2020 MEETING DATE:October 13, 2020 RE:Vacation Rental Land Use Code Amendment: Second Reading of Ord. No. 13, Series of 2020 REQUEST OF COUNCIL:The Finance and Community Development Departments, request approval of a Land Use Code Amendment to the vacation rental and business license regulations in the Land Use Code. SUMMARY AND BACKGROUND: Staff is re-starting a process begun with Council on November 12th, 2019. A follow-up work session was held on February 24 th, 2020. The issue at hand is that there is currently inadequate compliance with business license and Short-term Rental (STR) permitting regulations, reducing the taxes collected by the City from STR businesses and undermining the City’s ability to monitor and regulate the industry. Amending the STR regulations in the Land Use Code will provide Finance and Community Development the tools and information required to improve tax compliance and collect essential data about STRs in town. After direction from Council on February 24 th and completion of public outreach to the lodging community, the process was placed on hold due to the COVID-19 pandemic. Staff is now presenting a revised ordinance to Council in response to previous Council direction and public outreach. At the September 8th meeting, City Council approved Policy Resolution No. 076, Series of 2020, providing staff direction to amend the vacation rental and definitions sections of the Land Use Code. Council passed Ordinance No. 13, Series of 2020 on First Reading and set the Second Reading hearing for September 22nd. That hearing was continued to October 13th for further Council consideration. Land Use Requests and Review Procedures: All code amendments are subject to a three-step process: 1.Step 1: Public Outreach is a requirement in consideration of a Policy Resolution. The Finance Department has engaged the business community, specifically property managers and “Condo Hotel” managers, those most directly impacted by this change. Community Development Staff has also placed a notice regarding the Land Use Code amendments in the Community Development Newsletter that is emailed bi-weekly to approximately 500 local businesses and interested parties. 117 Page 2 Ordinance No. 13, Series of 2020 – Vacation Rental Business License Requirements 2.Step 2: Policy Resolution by City Council indicating if an amendment should be pursued – Policy Resolution No. 076, Series of 2020. 3. Step 3: Public Hearing on Ordinance outlining specific code amendments. DISCUSSION: Ordinance No. 13 requires each individually addressed residential property or unit applying to obtain a City of Aspen Vacation Rental Permit to first obtain a City of Aspen Business License pursuant to Municipal Code Chapter 14.08, Business Licenses. In response to majority Council direction at the September 22 nd regular meeting, the exemption for Condo-Hotels was removed from the draft ordinance. The definition of Condo-Hotel remains in the draft ordinance. Staff beliefs the inclusion of the definition in the Land Use Code will aid in future regulatory efforts and not alter the effect of the ordinance before Council. In removing the Condo-Hotel exemption, all residential properties seeking a vacation rental permit must obtain a business license regardless of ownership structure, management type, operation as a lodge-style business. Council cited regulatory fairness and consistency in requesting the exemption be removed. Fractional properties, in which multiple entities co-own portions of one residential unit, will be required to obtain one vacation rental permit and one business license for each individually address property in a fractional development. In hearings on this topic dating back to the first work session in Fall 2019, Council has expressed a desire to further explore the topic of vacation rental regulations. Specifically, Council members have mentioned life safety, neighborhood impacts and quality of life, permit fees, zoning controls, and public noticing as topics for future inquiry. Staff is prepared to support these discussions in future meetings with Council. Staff recommends the scope of Ordinance No. 013 remain focused on those topics previously discussed in work session and public hearings and included in public outreach efforts over the last year. As with previous version of the ordinance, batch reporting of tax filings, whereby a management company uploads one aggregate file including the tax data for multiple taxable vacation rentals, is permitted under the ordinance. Passage of the ordinance will ensure the Finance Department can effectively use the new compliance software systems to collect the required taxes from all vacation rental businesses in town. It will also provide staff with needed data about the nature and extent of the vacation rental market to better inform future policy making. FINANCIAL IMPACTS: Finance will see an increase in Business License Fee collections and Sales and Lodging Tax collections. 118 Page 3 Ordinance No. 13, Series of 2020 – Vacation Rental Business License Requirements ENVIRONMENTAL IMPACTS: At this time, Staff does not anticipate any environmental impacts associated with the proposed Land Use Code amendment. ALTERNATIVES: Council may choose not to approve the code amendment. This would hinder the collection of additional taxes collected by the City from STR businesses and reduce the City’s ability to monitor and regulate the industry. RECOMMENDATION:Staff recommends approval of Ordinance No. 13, Series of 2020 on Second Reading. RECOMMENDED MOTION (All motions are proposed in the affirmative): “I move to approve Ordinance No. 13, Series of 2020.” CITY MANAGER COMMENTS: ATTACHMENTS None. 119 Ordinance No. 13, Series of 2020 Page 1 of 3 ORDINANCE NO. 013 SERIES OF 2020 AN ORDINANCE OF THE ASPEN CITY COUNCIL AMENDING THE CITY OF ASPEN LAND USE CODE VACATION RENTAL REGULATIONS WHEREAS, in accordance with Chapters 26.208 and 26.310 of the City of Aspen Land Use Code, the City Council of the City of Aspen directed the Community Development Department to draft a Land Use Code amendment to rescind and reinstate language pertaining to Vacation Rental properties and the requirement for each individual property address or unit to obtain a business license; and, WHEREAS, pursuant to Chapter 26.310, a request to amend the text of Title 26 of the Municipal Code shall begin with Public Outreach, then a PolicyResolution reviewed and acted on by City Council, with final action by City Council after reviewing and considering the recommendation from the Community Development;and, WHEREAS, pursuant to Section 26.310.020(B)(1), the Community Development Department conducted Public Outreach publishing information on the Code amendment in the Community Development Monthly Newsletter. The Finance Department conducted direct public outreach to parties who would be affected by this amendment; and, WHEREAS, pursuant to Section 26.310.020(B)(2), during a duly noticed public hearing on September 8th, 2020, the City Council approved Policy Resolution No. 076, Series of 2020, by a vote of five to zerorequesting a Land Use Code amendments to rescind andreinstate new language pertaining to Vacation Rental properties and the requirement for each individual property address or unit to obtain a business license;and, WHEREAS, the City Council has reviewed the proposed Land Use Code amendment at 1st Reading on September 8th, 2020 and at 2 nd Reading September 22nd, 2020 and finds that the amendments meet or exceed all applicable standards pursuant to Chapter 26.310;and, WHEREAS, the proposed Land Use Code amendment will foster better governance by aiding in Finance Department data tracking and tax remittance review and creates better overall compliance with Business Licenses and Vacation Rental property permitting; and, WHEREAS, the proposed amendment is also consistent and compatible with the goals and objectives of the City of Aspen and the Aspen Area Community Plan (AACP); and, WHEREAS, the Aspen City Council finds that this Ordinance furthers and is necessary for the promotion of public health, safety, and welfare; and NOW, THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO THAT: 120 Ordinance No. 13, Series of 2020 Page 2 of 3 Section 1: Code Amendment Objective The objective of the proposed Land Use Code amendment is to require each individual Vacation Rental propertyaddress or unit obtain a business license. Section 2: City of Aspen Land Use Code Section 26.104.100, Definitions, is hereby amended to include the following: Condo Hotel. A residential Lodge use where the development is comprised of individually owned condominium residential units within a common development, governed by a Condominium Association, with an approved condominium plat filed with the Pitkin County Clerk and Recorder, and in accordance with the Colorado Condominium Ownership Act, C.R.S. 38-33. Condo Hotels must include the following services: common reservation system; and on-site, in-person management; Condo Hotels must include a minimum of three of the following services and on-site amenities: commercial kitchen or other in-house food service; on or off-site fitness or gym facilities; pool, hot tub, or sauna facilities; guest lounge; entertainment facilities accessible to guests; bar or restaurant; retail or services (such as guide services, concierge, equipment rental or repair, spa or beauty facilities); meeting, conference, entertainment, or ballroom facilities; ground transportation services; other amenities as may be provided to address the specific lodge needs. As Condo Hotel units are primarily residential units, and secondarily lodge units available for short-term occupancy, owners of Condo Hotel units are exempted from the Lodge Use maximum occupancy period of 30 consecutive days and 90 cumulative days per calendar year. Hotel. see Lodge and Boutique Lodge Use Categories in section 26.104.110 Lodge. see Lodge and Boutique Lodge Use Categories in section 26.104.110 Motel. see Lodge and Boutique Lodge Use Categories in section 26.104.110 Section 2: The following shall be deleted from City of Aspen Land Use Code Section 26.104.100: Lodge. Same as hotel. Motel. Same as hotel. 121 Ordinance No. 13, Series of 2020 Page 3 of 3 Section 3: City of Aspen Land Use Code Section 26.575.220.D.2 is hereby amended to read as follows: Each individually addressed residential property or unit applying to obtain a City of Aspen Vacation Rental Permit shall first obtain a City of Aspen Business License pursuant to Municipal Code Chapter 14.08, Business Licenses. Section 4: Cityof Aspen Land Use Code Section 26.575.220.E.3 is hereby deleted in its entirety. Exceptions for Multi-family dwelling units. Multi-family dwelling units within the same complex have the option to submit aconsolidated Vacation Rental Permit application for multiple units managed by one local owner representative. If multi-family dwelling units use different owner representatives, separate applications shall be required. Section 5: Any scrivener’s errors contained in the code amendments herein, including but not limited to mislabeled subsections or titles, may be corrected administratively following adoption of the Ordinance. Section 6: Effect Upon Existing Litigation. This ordinance shall not affect any existing litigation and shall not operate as an abatement of any action or proceedingnow pendingunderor byvirtueof the ordinances repealedor amended asherein provided, and the same shall be conducted and concluded under such priorordinances. Section 7: Severability. If anysection, subsection, sentence, clause,phrase, or portion of this ordinanceis for anyreason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall be deemed a separate,distinct and independent provision and shall not affect the validityof the remaining portions thereof. Section 8: Effective Date. In accordancewith Section 4.9 of theCityof Aspen Home RuleCharter, this ordinanceshallbecome effective thirty (30) days following finalpassage. 122 Ordinance No. 13, Series of 2020 Page 4 of 3 Section 9: A public hearing on this ordinance shall be held on the 22nd day of September 2020, at a meeting of the Aspen City Council commencing at 5:00 p.m. in the City Council Chambers, Aspen City Hall, Aspen, Colorado, a minimum of fifteen days prior to which hearing a public notice of the same shall be published in a newspaper of general circulation within the City of Aspen. INTRODUCED, READ AND ORDERED PUBLISHED as provided by law, by the City Council of the City of Aspen on the 8 th day of September 2020. Attest: Nicole Henning, City Clerk Torre, Mayor FINALLY, adopted, passed and approved September 22 nd, 2020. Attest: Nicole Henning, City Clerk Torre, Mayor Approved as toform: James R. True, City Attorney 123 MEMORANDUM TO:Mayor and City Council FROM:Shirley Ritter, Kids First Director Through:Diane Foster, Assistant City Manager Sara Ott, City Manager DATE:October 13, 2020 RE:Resolution #82, series of 2020: Endorsement for Colorado Proposition EE – Tobacco – Vape tax for bright healthy kids. Purpose: Kids First Advisory Board asks that Aspen City Council approve Resolution # 82, series of 2020, in support of Colorado. Summary and Background: Proposition EE would tax nicotine from all sides, adding to cigarette taxes, taxing wholesalers and for the first time taxing vaping. (Chewing tobacco is targeted as well.) The proposition would set a minimum price on cigarettes, adding to tax revenue and likely discouraging use. Many Coloradans are surprised to know that while Colorado struggles with the one of the highest national rates of vaping among teens with 26 percent saying they vape; the state doesn’t tax vaping products in the same way it does tobacco. That’s one out of four kids. We know that smoking and vaping kills. Increasing taxes on highly addictive nicotine products like cigarettes and vape ultimately has the effect of encouraging more people, particularly teens, to break their addictions and stop using the products. This helps more people live healthier lives. Currently, Colorado has one of the lowest tobacco tax rates in the country and does not tax vape products. Revenue from the added and new taxes will go to public schools, including free preschool programs, and to programs that reduce nicotine use. First-year tax revenue is expected to be $175 million, increasing to $275 million by 2025. Colorado’s kids are at risk of falling behind because preschool is unaffordable and inaccessible to countless working families. Kids who attend preschool are less likely to have reading deficiencies, half as likely to be held back by third grade, and more likely to graduate on time – but Colorado is unable to provide access to quality preschool for all our kids. This measure would provide every Colorado four-year-old with access to free quality preschool. Ballot question: SHALL STATE TAXES BE INCREASED BY $294,000,000 ANNUALLY BY IMPOSING A TAX ON NICOTINE LIQUIDS USED IN E-CIGARETTES AND OTHER VAPING PRODUCTS THAT IS EQUAL TO THE TOTAL STATE TAX ON TOBACCO PRODUCTS WHEN 124 FULLY PHASED IN, INCREMENTALLY INCREASING THE TOBACCO PRODUCTS TAX BY UP TO 22% OF THE MANUFACTURER'S LIST PRICE, INCREMENTALLY INCREASING THE CIGARETTE TAX BY UP TO 9 CENTS PER CIGARETTE, EXPANDING THE EXISTING CIGARETTE AND TOBACCO TAXES TO APPLY TO SALES TO CONSUMERS FROM OUTSIDE OF THE STATE, ESTABLISHING A MINIMUM TAX FOR MOIST SNUFF TOBACCO PRODUCTS, CREATING AN INVENTORY TAX THAT APPLIES FOR FUTURE CIGARETTE TAX INCREASES, AND INITIALLY USING THE TAX REVENUE PRIMARILY FOR PUBLIC SCHOOL FUNDING TO HELP OFFSET REVENUE THAT HAS BEEN LOST AS A RESULT OF THE ECONOMIC IMPACTS RELATED TO COVID-19 AND THEN FOR PROGRAMS THAT REDUCE THE USE OF TOBACCO AND NICOTINE PRODUCTS, ENHANCE THE VOLUNTARY COLORADO PRESCHOOL PROGRAM AND MAKE IT WIDELY AVAILABLE FOR FREE, AND MAINTAIN THE FUNDING FOR PROGRAMS THAT CURRENTLY RECEIVE REVENUE FROM TOBACCO TAXES, WITH THE STATE KEEPING AND SPENDING ALL OF THE NEW TAX REVENUE AS A VOTER-APPROVED REVENUE CHANGE? Discussion: If this passes it will make nicotine use much more expensive. Expect to see a 6.5-cent tax on each cigarette until mid-2024, then an increase to 8 cents and then 10 cents. There will be an inventory tax at the wholesale nicotine level, and out-of- state distributors of nicotine products will be taxed. Until mid-2024, manufacturers would have to charge a minimum of $7 per 20-cigarette pack, or $70 a carton. After, that would increase to $7.50 and $75. Sin taxes have always been a balance between generating tax revenue for good causes, discouraging use and reducing the number of users. There is no doubt that vaping should be added to the list of nicotine taxes; especially with its flavoring, it appeals to young users. This would help discourage that demographic. This November, voters in Colorado will have a chance to close the vaping tax loophole, as well as raise Colorado’s tax rate on cigarettes which is currently one of the lowest in the nation. Revenue generated by the measure would be invested in helping Colorado’s K-12 schools mitigate nearly $500 million in cuts caused by COVID-19 with $375 million in revenue and to generate $2 billion over 10 years to provide universal preschool for all Colorado 4-year-olds. Additional money generated would fund cessation programs for smoking and vaping. The Brighter, Healthier Future for Colorado’s Kids coalition is supporting the measure on the November ballot, which a bipartisan group of state lawmakers referred to the ballot in June. To learn more about this initiative visit www.ForCOKids.com. The majority of the revenue raised will go to fund education in Colorado in two ways. First, it will fund universal, free preschool for every child the year before they enter kindergarten. Second, it will help to stave off nearly half-a-billion in budget cuts to the state’s public schools caused by the global pandemic. An additional portion will be targeted toward the state’s rural school districts, which are disproportionately impacted by state budget cuts. Additional revenue in the first few years will help to fund other priorities including help for renters and homeowners hurt by the pandemic and increased construction of affordable housing, as well as health care programs including primary care, children’s health, Medicaid and tobacco cessation programs. 125 Financial/Budget Impacts: There is no fiscal impact to the City of Aspen, nor Kids First. The measure is expected to raise about $176 million in its first full year and about $275 million a year when the tax is fully phased in in 2027 – of which an estimated $242 million will go to provide universal preschool for all Colorado four-year-olds. Environmental Impacts:Public health research has long shown that tobacco taxes work to reduce smoking rates. Public health research estimates that a 10 percent increase on tobacco products can drop smoking rates by about 4 percent to 5 percent. While research on the direct links between vape product taxes and decreased usage is still in its infancy, early research suggests the same impact applies, particularly for middle school and high schoolers. Recommended Action:Aspen City Council approval of resolution # 82, series of 2020, in support of Colorado Proposition EE. Alternatives:If Council does not want to approve the Kids First Advisory Board recommendation to endorse Proposition EE, individuals could write their own letters of support to State Representative Julie McCluskie and Senator Kerry Donovan. Proposed Motion:I move to approve Resolution # 82, series of 2020 to show City of Aspen support and endorsement of Colorado Proposition EE on the November Ballot. City Manager Comments: 126 RESOLUTION #82 (Series of 2020) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, IN SUPPORT OF COLORADO PROPOSITION E E , A TOBACCO AND E- CIGARETTE TAX INCREASE FOR HEALTH AND EDUCATION PROGRAMS, A MEASURE ON THE NOVEMBER 2020 STATE BALLOT. WHEREAS, the Tobacco and E-Cigarette Tax Increase for Health and Education Programs Measure will be on the November 2020 ballot as Proposition EE; and WHEREAS, a ye s v o t e o n P r o p o s i t i o n E E supports creating a tax on nicotine products such as e-cigarettes, increasing cigarette and tobacco taxes, and dedicating revenues to various health and education;and WHEREAS,the City of Aspen along with the Kids First Advisory Board respectfully and strongly encourage increasing taxes on highly addictive nicotine products like cigarettes and vape which ultimately has the effect of encouraging more people, particularly teens, to break their addictions and stop using the products;and WHEREAS, currently, Colorado has one of the lowest tobacco tax rates in the country and does not tax vape products; and WHEREAS, Revenue from the added and new taxes will go to public schools, including free preschool programs, and to programs that reduce nicotine use; and WHEREAS, Proposition EE aligns with the City's support of statewide legislation that supports health and well-being and we must encourage the highest level of personal health for everyone in our community through programs that encourage healthy lifestyles, reduce risks; and NOW THEREFORE, BE IT RESOLVED that the City of Aspen Mayor and City Council officially declares its support for Proposition EE and for the reasons set forth in this Resolution urges a YES vote on the proposition at the November 3, 2020 state election, INTRODUCED, READ AND ADOPTED by the City Council of the Cit y of Aspen on the 13 th day of October 2020. ________________________________ Torre,Mayor I, Nicole Henning,duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of Aspen, Colorado ,at a meeting held October 13, 2020. ____________________________________ Nicole Henning, City Clerk 127 MEMORANDUM TO:City Council FROM:Tara Nelson, Senior Paralegal Ron LeBlanc, Special Projects Manager THROUGH:Sara Ott, City Manager MEMO DATE:October 1, 2020 MEETING DATE:October 13, 2020 RE:Resolution #83, Series, 2020 Support for Amendment B, the Gallagher Amendment Repeal and Property Tax Assessment Rates Measure REQUEST OF COUNCIL: This is a request for City Council to consider a position of support for Amendment B, the Gallagher Amendment Repeal and Property Tax Assessment Rates Measure. SUMMARY AND BACKGROUND: Amendment B would repeal the Gallagher Amendment of 1982 which limits the residential and non-residential property tax assessment rates so that residential property taxes equal 45% of the total share of state property taxes and non-residential property taxes equal 55%of the total share of state property taxes. Under the Gallagher Amendment, property tax assessment rates are set in the state constitution to be 29% for non-residential property. Non-residential property includes commercial property and oil and gas property. Because it is a fixed rate and embedded in the state constitution, it will take a constitutional amendment to repeal it. The residential property tax rate is required to be adjusted every two years prior to the reassessment cycle. To maintain the 45%-55% split between residential and commercial property within the total share of property taxes paid, the residential property tax rate is adjusted. When the Gallagher Amendment was passed in 1982, the residential assessment rate was initially set at 21%. Over time, the residential property tax assessment rate has steadily declined as commercial property values have risen. For FY 2019-2020 the residential property tax assessment rate was just 7.15%. Residential property in Colorado represents about 80% of the assessed valuation of all property in the state. 128 Keep in mind property taxes are levied locally by counties, cities, special districts and school districts. Unlike some states, Colorado does not have a state property tax. The statewide property tax was eliminated in 1964. Home rule cities, like Aspen, receive revenues from a variety of sources. Typically sales taxes are the largest source of local government revenue. However, special districts and school districts are almost entirely dependent on property taxes to fund their operations. Fire districts and recreation districts have witnessed the decline of property taxes under the Gallagher system, forcing the reduction in services and the increase in user fees. If Amendment B passes, school districts will no longer see an erosion of local property tax from residential property as is currently happening. The Aspen school district also receives a portion of the local sales tax which will reduce future state aid requirements. Repealing the Gallagher Amendment will also require further legislative action due to the Taxpayer Bill of Rights (TABOR). That is why the legislature adopted Senate Bill 20-223 which would take effect if voters approve the constitutional amendment. SB 223 would prohibit the legislature from changing assessment rates for property, thereby freezing the current rates of 7.15% for residential property and 29% for non-residential property in state statue. Under the Gallagher Amendment, property tax assessment rates were expected to continue to decrease at the reassessment set to occur in 2021 and going forward. Therefore, repealing the Gallagher Amendment and freezing property tax rates at current levels was expected to result in higher residential assessment rates than under the Gallagher Amendment. Due to the TABOR, the legislature could not increase assessment rates without a statewide vote of the people. Over time, without this measure, the residential assessment rate is projected to continue to fall due to the relative growth of residential versus nonresidential property valuations. A stabilized assessment rate for residential property will result in eliminating the erosion of property tax revenue from residential property for local governments in many locations in Colorado, including municipalities, counties, school districts and special districts. CML Supports Amendment B. Ballot question: WITHOUT INCREASING PROPERTY TAX RATES, TO HELP PRESERVE FUNDING FOR LOCAL DISTRICTS THAT PROVIDE FIRE PROTECTION, POLICE, AMBULANCE, HOSPITAL, KINDERGARTEN THROUGH TWELFTH GRADE EDUCATION, AND OTHER SERVICES, AND TO AVOID AUTOMATIC MILL LEVY INCREASES, SHALL THERE BE AN AMENDMENT TO THE COLORADO CONSTITUTION TO REPEAL THE REQUIREMENT THAT THE GENERAL ASSEMBLY PERIODICALLY CHANGE THE RESIDENTIAL ASSESSMENT RATE IN ORDER TO MAINTAIN THE STATEWIDE PROPORTION OF RESIDENTIAL PROPERTY AS COMPARED TO ALL OTHER TAXABLE PROPERTY VALUED FOR PROPERTY TAX PURPOSES AND REPEAL THE NONRESIDENTIAL PROPERTY TAX ASSESSMENT RATE OF TWENTY-NINE PERCENT? 129 FINANCIAL IMPACTS: Support for Amendment B strengthens the primary revenue stream used by the Aspen School District, Colorado Mountain College and the Aspen Fire Protection District further supporting services benefiting the citizens of our community. The City of Aspen has two property taxes (general purpose and clean water/stormwater fund). City’s budget and rough collections for two property taxes for 2020: General Purpose Property Tax: $7,886,000 Stormwater / Clean River Property Tax: $1,194,000 ALTERNATIVES: There are three alternatives for City Council to Consider. 1. Support Amendment B, Gallagher Amendment Repeal and Property Tax Assessment Rates Measure. 2. Oppose Amendment B. 3. Take no position. RECOMMENDATIONS: Staff recommends Alternate #1, Support for Amendment B, Gallagher Amendment Repeal and Property Tax Assessment Rates Measure. CITY MANAGER COMMENTS: 130 RESOLUTION #83 (Series of 2020) A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ASPEN, COLORADO, IN SUPPORT OF AMENDMENT B,REPEALING THE GALLAGHER AMENDMENT, A MEASURE ON THE NOVEMBER 2020 STATE BALLOT. WHEREAS, Amendment B will be on the November ballot submitting to the registered electors of the state of Colorado an amendment to the Colorado constitution to repeal the requirement that the general assembly periodically change the residential assessment rate in order to maintain the statewide proportion of residential property as compared to all other taxable property valued for property tax purposes and repeal the nonresidential property tax assessment rate of twenty-nine percent; and WHEREAS, Amendment B would repeal the Gallagher Amendment of 1982 which limits the residential and non-residential property tax assessment rates so that residential property taxes equal 45% of the total share of state property taxes and non-residential property taxes equal 55% of the total share of state property taxes; and WHEREAS, support for Amendment B strengthens the primary revenue stream used by the Aspen School District, Colorado Mountain College and the Aspen Fire Protection District further supporting services benefiting the citizens of our community;and WHEREAS, a stabilized assessment rate for residential property will result in eliminating the erosion of property tax revenue from residential property for local governments in many locations in Colorado, including municipalities, counties, school districts and special districts; and WHEREAS, support for Amendment B will resolve conflicts in the Colorado Constitution, provide additional flexibility to lawmakers and help to stabilize local property revenues over time. 131 NOW THEREFORE, BE IT RESOLVED that the City of Aspen Mayor and City Council officially declares its support for Amendment B, the Gallagher Amendment Repeal and Property Tax Assessment Rates Measure and for the reasons set forth in this Resolution urges a YES vote on the November 3, 2020 state election. INTRODUCED, READ AND ADOPTED by the City Council of the City of Aspen on the 13 th day of October 2020. _________________________________ Torre,Mayor I , Nicole Henning,duly appointed and acting City Clerk do certify that the foregoing is a true and accurate copy of that resolution adopted by the City Council of Aspen, Colorado ,at a meeting held October 13, 2020. ____________________________________ Nicole Henning, City Clerk 132 MEMORANDUM TO:Mayor Torre and Aspen City Council FROM:Ben Anderson, Principal Long-Range Planner Community Development THROUGH:Phillip Supino, Community Development Director MEMO DATE:October 5, 2020 MEETING DATE:October 13, 2020 RE:Resolution No. 086, Series of 2020 Community Development response in support of City of Aspen COVID-19 response and recovery efforts during the winter season. REQUEST OF COUNCIL:Community Development staff requests City Council consider Resolution No. 086, Series of 2020. This resolution, as recommended, would provide Community Development staff with the authority to use discretion in the interpretation and application of regulations related to tents, temporary structures and other provisions of the Land Use and Building Codes. Additionally, the resolution would waive fees associated with compliant tents and temporary structures in the right-of-way and on private property. Staff recommends approval of Resolution No. 086, Series of 2020. SUMMARY AND BACKGROUND: As businesses and organizations continue to respond to Colorado and Pitkin County public health orders, social distancing requirements are difficult to comply with if limited to existing indoor and outdoor spaces. While there is general agreement that efforts this summer proved successful, the winter season brings new challenges in creating conditions that will allow our businesses, and particularly our restaurants to remain viable in this difficult time. The Land Use Code (LUC) and Building Code contain multiple provisions that if strictly applied and enforced, will impede these efforts and add costs to our businesses and organizations. Under normal circumstances, these regulations protect important community values around aesthetics, disruptive temporary uses, and how commerce happens downtown. Most importantly, the Building Code ensures that all structures are as safe as possible. The resolution would provide Community Development staff with direction with regards to the application and enforcement of applicable Land Use and Building Code provisions for a temporary period. The proposed resolution will support Council’s policy direction memorialized in Resolution No. 033, Series 2020. 133 Staff Memo – Resolution No. 086 Page 2 of 3 DISCUSSION: This Resolution would continue the authority granted to Community Development staff by Resolution No. 052, Series of 2020 to use discretion in the interpretation, application, and enforcement of provisions in the Land Use and Building Codes. Staff applauds the creative solutions being implemented in response to COVID- 19 and has identified how these efforts may conflict with long-established regulations in our commercial zones. It does not seem appropriate to simply ignore established regulations. Staff seeks Council direction to consider the larger context of our current crisis and work towards reasonable, pragmatic solutions with respect to the short-term enforcement of certain Land Use and Building Code provisions. Here are the primary areas of regulation that would be included in this direction: Temporary signage and sandwich boards, Outdoor vending and merchandising, Lighting, Temporary Uses, including Growth Management requirements for uses that go beyond 14 days, Commercial Design Review requirements related to temporary structures, materials, and use of Pedestrian Amenity areas, Multiple sections of the Land Use Code related to decking, tenting, canopies, umbrellas, and similar structures. Discretion on this topic would apply to these types of uses on both public right-of-way and commercial and organizational uses on private property. The proposed resolution will provide Community Development staff the direction from Council needed to work with individual businesses and property owners to develop creative solutions to their business needs. While staff believes flexibility is the operating idea in this situation, certain priorities will not be compromised. As always, public health, safety, and welfare are the priorities. Tent Permits and Temporary Structure Permits will still be required, but fees waived, and processes streamlined. Planning and Building staff have created a two-page flyer to provide clear direction in the establishment of a compliant tent or temporary structure. This is attached in draft form as Exhibit A. Staff believes the waving of the fees is appropriate for the following reasons: It supports local businesses by lowering COVID response costs to individual businesses and streamlining processes; It supports public health by supporting businesses to implement COVID response solutions; It supports the City economy by promoting and enabling public health compliant business activity; It supports staff by reducing administrative workload and streamlining processes; It aligns with the over-all City-wide objective of “surviving winter as a community and thriving in the process”. 134 Staff Memo – Resolution No. 086 Page 3 of 3 FINANCIAL IMPACTS: Temporary Use of tent and other temporary structures beyond 14 days typically requires Council review and affordable housing mitigation. Staff is proposing that between now and May 15 th, compliant tents and temporary structures (both in the right-of-way and on private property) are exempt from any required AH mitigation (and review by Council). Additionally, permit fees would be waived. As an example, the canvas structure used for the last several years by The Grey Lady/Mr. Grey incurred the following fees: 2019 Application Land Use Application: $1,300 AH Mitigation (120 Days):$5,562 Building Permit for Temporary Structure: $225 Total:$7,087 ENVIRONMENTAL IMPACTS: Increased use of temporary structures and outdoor areas for commercial activity and socially distant gathering may increase energy consumption and climate change causing emissions. Such spaces will require heating in winter months. While staff is requiring temporary structures to use electric heaters (as opposed to propane), the increased electrical load on the grid and the occasional use of propane in certain locations will have climate impacts. Due to the speed of the City’s response and immediate needs of businesses, staff has not had enough time, data, or capacity to calculate these potential impacts. Staff’s recommendation that Council approve Resolution No. 086 is based on the prioritization of COVID-19 response and economic support over other policy priorities. ALTERNATIVES:Council may choose not to approve Resolution No. 086 or approve it with amendments. RECOMMENDATIONS:Staff recommends approval of Resolution # 086, Series of 2020, as provided. CITY MANAGER COMMENTS: EXHIBIT A: Handout to businesses outlining Building and Planning requirements for establishing a tent or temporary structure 135 Resolution # 086, Series 2020 Page 1 of 3 RESOLUTION # 086, (SERIES OF 2020) A RESOLUTION OF THE CITY OF ASPEN CITY COUNCIL PROVIDING DIRECTION ON ENFORCEMENT OF SPECIFIC LAND USE CODE REGULATIONS RELATED TO ECONOMIC RECOVERY FROM THE COVID-19 PUBLIC HEALTH CRISIS. WHEREAS,pursuant to multiple chapters of Title 26 (Land Use Code) of the City of Aspen Municipal Code, The Community Development Department is given responsibility to regulate and enforce a broad range of development outcomes; and, WHEREAS,City Council in Resolution # 033, Series of 2020 established six outcome statements and related objectives for the City of Aspen COVID-19 relief efforts; and, WHEREAS,Outcome #4 as stated in Resolution # 033, Series of 2020 provided the following direction to Council and City staff response efforts: “Proactively and swiftly work to minimize further economic disruption and actively encourage its recovery”; and, WHEREAS,at a City Council Work Session on June 1, 2020, City Council provided direction to staff to begin work that would allow downtown businesses to utilize City right-of-way and other strategies to allow for compliance with social distancing and other requirements of Colorado State and Pitkin County Heath Orders; and, WHEREAS,at a City Council Regular Meeting on June 23, 2020, City Council approved Resolution # 052, Series of 2020 granting the use of discretion by Community Development staff in the application and enforcement of specific provisions of the Land Use Code; and WHEREAS, City of Aspen Community Development Department staff request direction from Council on enforcement of regulation in the Land Use Code that may impact economic recovery efforts in the winter season of 2020/21, including, but not limited to the use of temporary structures to increase business capacity, the use public right-of-way for business activity, and other such measures as may be necessary to facilitate business activity in compliance with public health order requirements; and, WHEREAS, this Resolution does not amend the Land Use Code or Building Codes, but provides direction to staff regarding the interpretation, application, and enforcement of various regulations within the Land Useand Building CodesCodethat may impact economic recovery efforts; and, WHEREAS,the City Council finds that this Resolution furthers and is necessary for the promotion of public health, safety, and welfare. 136 Resolution # 086, Series 2020 Page 2 of 3 NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ASPEN AS FOLLOWS: Section 1: In order to assist local businesses with meeting minimum social distancing requirements as well as general health concerns related to COVID-19, Community Development staff is granted the ability to apply discretion with regards to interpretation, application, and enforcement of the following regulations within the Land Use Code and Building Codes: Temporary signage and sandwich boards, Outdoor vending and merchandising, Lighting, Temporary Uses, including Growth Management requirements for uses extending beyond 14 days, Commercial Design Review requirements related to temporary structures, materials, and use of Pedestrian Amenity areas, Multiple sections of the Land Use Code related to decking, tenting, canopies, umbrellas, and similar structures. Discretion on this topic would apply to these types of uses on both public right-of-way and commercial and organizational uses on private property, Building Code requirements related to tents and temporary structures. Section 2: Requirements related to any necessary building or tent permits are not waived by this Resolution. In all cases, health, public safety, and welfare remain the priority and necessary reviews and inspections to ensure these outcomes will continue. Section 3: Fees are waived for any Community Development Director-approved tent and/or temporary structures that are installed on private property or in the City right-of-way during the effective period of this Resolution. This includes permit fees, Land Use application fees, and any mitigation required by the Land Use Code for these types of structures, and other fees which may be applicable. Section 4: Unless otherwise extended, the direction provided by this resolution remains in effect through May 1, 2020. Section 5: This resolution shall not affect any existing litigation and shall not operate as an abatement of any action or proceeding now pending under or by virtue of the resolutions or ordinances repealed or amended as herein provided, and the same shall be conducted and concluded under such prior resolutions or ordinances. Section 6: If any section, subsection, sentence, clause, phrase, or portion of this resolution is for any reason held invalid or unconstitutional in a court of competent jurisdiction, such portion shall 137 Resolution # 086, Series 2020 Page 3 of 3 be deemed a separate, distinct and independent provision and shall not affect the validity of the remaining portions thereof. FINALLY, adopted this 13th day of October, 2020. _______________________________ Torre, Mayor ATTEST:APPROVED AS TO FORM: _____________________________________________________________ Nicole Henning, City Clerk James R True, City Attorney 138 This process is intended to accommodate temporary enclosures located only on private property. If your business needs consist of using public right-of-way, please contact the Planner of the Day (contact info. is provided below). TEMPORARY OUTDOOR ENCLOSURES A GUIDE FOR BUSINESSES IN ASPEN WINTER 2020-2021 Reach out to us 1. Site plan depicting size & location of enclosure(s) 2. Diagram of each enclosure depicting: • Seating, heating elements, exits & electrical service • 12-ft. fire break passageway between building & enclosures • Proposed signage. Please include signage location(s), materials & dimensions (length & width) • Proposed exterior lighting. Please include lighting specs. location(s) & lighting direction 3. Documentation of Class C flame spread & smoke developed indexes for enclosures & interior materials (does not including tents or membranes) 4. Spec. sheets for all interior equipment (heating, food, service, etc.) 5. For any temporary elements attached to a building (enclosures, heaters, lighting, signage, etc.) please submit a proposed method of attachment using photographs, drawings, diagrams, text, etc. Attachment to a historic structure may be denied and will not be permitted to cause permanent damage. Please reach out to the Historic Preservation team to discuss options before submitting an application. Submit your Temp. Structure Permit application including the following: Schedule a Site Visit Planning & Land Use: planneroftheday@gmail.com or 970-429-2764 Building & Fire Codes: builderoftheday@gmail.com or 970-429-2735 Aspen Fire Department: Main: 970-925-5532 or Parker Lathrop, Fire Marshal parker.lathrop@aspenfire.com Permit Coordinators: permitcoordinators@cityofaspen.com Questions? Let’s Chat. 2 3 4 2020 has been one for the record books. Given the challenges our community has faced, the City of Aspen is streamlining processes to support businesses and responding to public health orders. The goal is to keep our community safe and open. Each business will have different needs and challenges so please contact us as soon as possible so we can discuss your situation. Following a site visit, a letter of approval will be provided for the temporary structure. 1 Historic Preservation: amy.simon@cityofaspen.com or sarah.yoon@cityofapsen.com Assess your needs 139 • “No Smoking” signs must be installed within tents per Fire Code. • Fire extinguishers: o Must be hung in an easily accessible location on the appropriate hanger (e.g., zip ties cannot be used to attach an extinguisher to a structure); o Must be current on annual inspection; o Travel distance to an extinguisher cannot exceed 75-ft; and, o Type K extinguishers are required within 30-ft. of any cooking equipment. • No open flames allowed. Electric heat only. • Propane heaters may be used outside of enclosures, provided they are not under any type of awning or overhang and there is at least 5-ft. of clearance between the heater and any combustible material. • Carbon monoxide detectors are required and shall be tested prior to installation. • Electric heat & lighting must be on a programmable timer to automatically shut off during non-business hours. • Battery operated, or battery backup emergency lighting shall be provided in the enclosure in case of a power outage. • Flame resistance certification per NFPA 701 for tents & membrane structures o Certificates are required for tents & decorative materials inside the tent o Documentation of interior materials must be kept on site & available upon request TEMPORARY OUTDOOR ENCLOSURES Building Code and Land Use Requirements for Winter 2020-2021 Please note that temporary enclosures, heaters, signage & lighting approved through this process may only be erected while public health orders are in place. Upon rescinding these orders or at the direction of the Community Development Director, all elements shall be removed. • Entrances to enclosures must be a minimum of 32-inches wide. • Decks higher than 30-inches (or stairs with four steps, including the landing) must include a railing per building code. Elevated dining platforms require an accessible route. • Sidewalks, public access and egress pathways shall be kept clear and free of obstructions and tripping hazards (electric cords, tie downs, etc.). • Accessible dining requirements apply to all enclosures. An accessible route must be provided to all dining areas, all accessible seating and to existing restrooms. • Temporary enclosures associated with existing restaurants are exempt from Commercial Design Review. • Occupant load sign to be calculated pursuant current public health orders. Signage must be posted at all times. 140 MEMORANDUM TO:Mayor and City Council FROM:Nicole Henning, City Clerk THRU: Scott Miller, Public Works Director DATE OF MEMO: October 6, 2020 MEETING DATE:October 13th, 2020 RE:Waiver of Outdoor Dining Fees REQUEST OF COUNCIL: A. To waive the $1.00 per square foot lease rate for use of ROW for dining and retail for the summer and fall 2020, and to B. Waive outdoor dining fees for the winter 2020-21. PREVIOUS COUNCIL ACTION: In a work session on June 1st, 2020, Council gave direction for the City Manager to establish a rental rate for use outdoor right of way use for restaurants and retailers below previous year rates. The City Manager established the rate at $1.00/sq ft for the summer and fall season. Further, Council will begin discussing the possible activation of the right of way for winter at the October 12, 2020 work session. BACKGROUND:As businesses and organizations continue to respond to Colorado and Pitkin County health orders, social distancing requirements are difficult to comply with when limited to existing indoor spaces and outdoor dining spaces. While there is general agreement that efforts this summer to expand using public rights of way proved successful, the winter season brings new challenges in creating conditions that will allow Aspen businesses, and particularly, restaurants to remain viable in this difficult time. City staff spent considerable time building positive relationships with the businesses and restaurants to support reopening efforts, including significant support in activating right of way safely for business use. DISCUSSION: Staff requests Council to consider extending additional support to businesses by granting a fee waiver for the special summer/fall COVID related right of way leases and to extend the lease waiver for winter 20-21 activation, should Council choose to allow winter ROW 141 use. Staff anticipate the waiver will keep these relationships positive and encourage keeping the restaurants activated. The forego of lease payments will help these businesses stay afloat amongst high rent payments and decreased occupancy. For reference, restaurant sales were down 18.7% ($13,105,308) this summer compared to 2019. The waiver could reduce additional burden on these restaurants and businesses as they try to navigate the reduced capacity issues as COVID-19 continues on. Also, for reference, this summer Aspen had 18 restaurants and 9 retailers using right of way in street and sidewalk space. This winter, staff expect only 2-3 restaurants to be in the street or right of way. FINANCIAL/BUDGET IMPACTS: For this past summer, the foregone revenue would be roughly $10,000 and for this winter, roughly $2,000, as there will be considerably less activations as mentioned above. RECOMMENDED ACTION:A. Forego the approximate $10,000 in revenue from the summer and early fall activations and B. Forego the approximate $2000 in revenue for the winter activation. 142