Loading...
HomeMy WebLinkAboutEMain_243_TREE-2018-00003 ti 4 CITY F ASHLAND June 8, 2018 Notice of Final Decision i On June 8, 2018, the Community Development Director approved the request for the following: G t Planning Action: TREE-2018-00003 Subject Property: 243 East Main Street E ~x Applicant: Stantec Architecture, Inc. for J.P. Morgan Chase Bank Description: A request for a Tree Removal Permit to remove an approximately 12-inch diameter-at-breast-height (d.b.h.) Japanese Maple tree located in a planter in front of the entry of Chase Bank at 243 East Main Street. The applicants are malting accessibility upgrades to the path of travel to the building entrance to address the Americans with Disabilities Act (ADA) which necessitate the tree's removal. COMPREHENSIVE PLAN DESIGNATION: Commercial Downtown; ZONING: C-1-D; ASSESSOR'S MAP: 39 lE 09BD; TAX LOT: 4500. The Community Development Director's decision becomes final and is effective on the 12th day after the Notice of Final Decision is mailed. Approval is valid for a period of 18 months and all conditions of approval identified on the attached Findings are required to be met prior to project completion. The application, all associated documents and evidence submitted, and the applicable criteria are available for review at the Ashland Community Development Department, located at 51 Winburn Way. Copies of file documents can be requested and are. charged based on the City of Ashland copy fee schedule. Prior to the final decision date, anyone who was mailed this Notice of Final Decision may request a reconsideration of the action as set forth in the Ashland Land Use Ordinance (ALUO) 18.5.1.050(F) and/or file an appeal to the Ashland Planning Commission as provided in ALUO 18.5.1.050(G). The ALUO sections covering reconsideration and appeal procedures are attached. The appeal may not be made directly to the Oregon Land Use Board of Appeals. If you have any questions regarding this decision, please contact Derek Severson in the Community Development Department at (541) 488-5305. cc: Parties of record and property owners within 200 ft r COMMUNITY DEVELOPMENT DEPARTMENT Tel: 541-488-5305 51 Winburn Way Fax: 541-552-2050 Ashland, Oregon 97520 TTY: 800-735-2900 k_ \ 1 www.ashtand.or.us _ k; I t SECTION 18.5.1.050 Type I Procedure (Administrative Decision with Notice) E. Effective Date of Decision. Unless the conditions of approval specify otherwise or the decision is appealed pursuant to subsection 18.5.1.050.G, a Type I decision becomes effective 12 days after the City mails the notice of decision. F. Reconsideration. The Staff Advisor may reconsider a Type I decision as set forth below. 1. Any party entitled to notice of the planning action, or any City department may request reconsideration of the action after the decision has been made by providing evidence to the Staff Advisor that a factual error occurred through no fault of the party asking for reconsideration, which in the opinion of the Staff Advisor, might affect the decision. Reconsideration requests are limited to factual errors and not the failure of an issue to be raised by letter or evidence during the opportunity to provide public input on the application sufficient to afford the Staff Advisor an opportunity to respond to the issue prior to making a decision. 2. Reconsideration requests shall be received within five days of mailing the notice of decision. The Staff Advisor shall decide within three days whether to reconsider the matter. 3. If the Staff Advisor is satisfied that an error occurred crucial to the decision, the Staff Advisor shall withdraw the decision for purposes of reconsideration. The Staff Advisor shall decide within ten days to affirm, modify, or reverse the original decision. The City shall send notice of the reconsideration decision to affirm, modify, or reverse to any party entitled to notice of the planning action. 4. If the Staff Advisor is not satisfied that an error occurred crucial to the decision, the Staff Advisor shall deny the reconsideration request. Notice of denial shall be sent to those parties that requested reconsideration. G. Appeal of Type I Decision. A Type I decision may be appealed to the Planning Commission, pursuant to the following: 1. Who May Appeal. The following persons have standing to appeal a Type I decision. a. The applicant or owner of the subject property. b. Any person who is entitled to written notice of the Type I decision pursuant to subsection 18.5.1.050.B. c. Any other person who participated in the proceeding by submitting written comments on the application to the City by the specified deadline. 2. Appeal Filing Procedure. a. Notice of Appeal. Any person with standing to appeal, as provided in subsection 18.5.1.050.G.1, above, may appeal a Type I decision by filing a notice of appeal and paying the appeal fee according to the procedures of this subsection. The fee required in this section shall not apply to appeals made by neighborhood or community organizations recognized by the City and whose boundaries include the site. If an appellant prevails at the hearing or upon subsequent appeal, the fee for the initial hearing shall be refunded. b. Time for Filing. A notice of appeal shall be filed with the Staff Advisor within 12 days of the date the notice of decision is mailed. c. Content of Notice ofAppeal. The notice of appeal shall be accompanied by the required filing fee and shall contain. i. An identification of the decision being appealed, including the date of the decision, ii. A statement demonstrating the person filing the notice of appeal has standing to appeal. iii. A statement explaining the specific issues being raised on appeal. iv. A statement demonstrating that the appeal issues were raised during the public comment period. d. The appeal requirements of this section must be fully met or the appeal will be considered by the City as a jurisdictional defect and will not be heard or considered. 3. Scope of Appeal. Appeal hearings on Type I decisions made by the Staff Advisor shall be de novo hearings before the Planning Commission. The appeal shall not be limited to the application materials, evidence and other documentation, and specific issues raised in the review leading up to the Type I decision, but may include other relevant evidence and arguments. The Commission may allow additional evidence, testimony, or argument concerning any relevant ordinance provision.; 4. Appeal Hearing Procedure. Hearings on appeals of Type I decisions follow the Type 11 public hearing procedures, pursuant to section 18.5.1.060, subsections A - E, except that the decision of the Planning Commission is the final decision of the City on an appeal of a Type I decision. A decision on an appeal is final the date the City mails the adopted and signed decision. Appeals of Commission decisions must be filed with the State Land Use Board of Appeals, pursuant to ORS 197.805 - 197.860. COMMUNITY DEVELOPMENT DEPARTMENT Tel: 541-488-5305 51 Winburn Way Fax: 541-552-2050 Ashland, Oregon 97520 TTY: 800-735-2900 www.ashland.or.us i ASHLAND PLANNING DIVISION i FINDINGS & ORDERS PLANNING ACTION: TREE-2018-00003 SUBJECT PROPERTY: 243 East Main Street APPLICANT/O ER: Stantec Architecture, Inc. for J.P. Morgan Chase Batik DESCRIPTION: A request for a Tree Removal Permit to remove an approximately 12-inch diameter-at-breast-height (d.b.h.) Japanese Maple tree located in a planter in fi•ont of the entry of Chase Bank at 243 East Main Street. The applicants are making accessibility upgrades to the path of travel to the building entrance to address the Americans with Disabilities Act (ADA) which necessitate the tree's removal. COMPREHENSIVE PLAN DESIGNATION: Commercial Downtown; ZONING: C-1-D; ASSESSOR'S MAP: 39 lE 09BD; T LOT: 4500 SUBMITTAL DATE: May 11, 2018 DEEMED COMPLETE DATE: May 21, 2018 STAFF APPROVAL DATE: June 8, 2018 DEADLINE TO APPEAL (4:30 p.m.): June 20, 2018 FINAL DECISION DATE (4:30 p.m.): June 20, 2018 APPROVAL EXPIRATION DATE: December 20, 2019 DECISION The subject property is a generally square parcel located at the northeast corner of the intersection of East Main and North First Streets. The parcel is approximately 13,017 square feet in area and is developed with the "Crater National Bank Building," which currently houses Chase Bank. Located within the Ashland Downtown Historic District, this building - which was constructed in about 1971- is considered to be a "non-compatible, non-historic, non-contributing" resource within the district as it is a modern masonry structure built of non-historic materials and placed on the site to accommodate drive-through banking, and is considered to be out of character with the more traditional downtown development of the surrounding district. The property is developed with the building, parking and established landscaping, including a number of well-established trees distributed around the perimeter of the site. There is an approximately 12-inch diameter Japanese Maple in a planter in front of the entrance; this tree is growing under the roof-overhang of a covered entry and has been pruned so that its canopy doesn't interfere with the roof structure above. Where the canopy extends beyond the roofline, it overhangs the sidewalk. The current application is a request for a Tree Removal Permit to remove this tree; the application explains that the applicants are making accessibility upgrades to the path of travel for pedestrians to the building entrance to address the Americans with Disabilities Act (ADA), and these accessibility improvements necessitate the removal of the tree and planter. The applicants explain that the tree is proposed for removal in order to permit the application to be Ei consistent with the Americans with Disabilities Act (ADA) in that they are making accessibility improvements to their front entrance which require upgrades to the path of travel that necessitate the removal of the planter and the tree. They assert that the removal of the tree will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection of adjacent trees, or existing windbreaks, and will not have a significant negative impact on the tree densities, sizes, canopies, and species diversity within 200 feet of the subject property. TREE-2018-00003 243 E Main St/dds Page 1 t The applicants note that because the site is already fully landscaped with a number of well-established trees in place and street trees planted along the sidewalk, they do not believe there is adequate area available for on-site mitigation and are instead requesting to mitigate off-site or to pay into the Tree Fund in lieu of a mitigation planting. In staff's preliminary assessment, it does appear that the site is fully landscaped and would not readily accommodate a mitigation planting. Staff have noted that there appear to be a couple of street trees on East Main Street within a block or so of the site that appear to not be growing well, and that if replaced would benefit the canopy coverage of the East Main Street corridor. Staff have accordingly included a condition to allow the applicants to address the mitigation requirements either on-site, off-site or through payment in lieu of mitigation, as provided by code, and to require that if off-site planting is selected that the applicants work with the City and the Parks Department staff to identify a location and specimen for the mitigation planting. The Ashland Tree Commission was scheduled to review the application at its regular meeting on June 7, 2018 but were unable to meet as there was not a quorum available. No public comments were received during the public comment period for the application. The criteria for a Tree Removal Permit are described in AMC Chapter 18.5.7.040.B as follows: 2. Tree That is Not a Hazard. A Tree Removal Permit for a tree that is not a hazard shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. a. The tree is proposed for removal in order to permit the application to be consistent with other applicable Land Use Ordinance requirements and standards, including but not limited to applicable Site Development and Design Standards in part 18.4 and Physical Environmental Constraints in part 18.3.10. b. Removal of the tree will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection of adjacent trees, or existing windbreaks. c. Removal of the tree will not have a significant negative impact on the tree densities, sizes, canopies, and species diversity within 200 feet of the subject property. The City shall grant an exception to this criterion when alternatives to the tree removal have been considered and no reasonable alternative exists to allow the property to be used as permitted in the zone. d. Nothing in this section shall require that the residential density to be reduced below the permitted density allowed by the zone. In making this determination, the City may consider alternative site plans or placement of structures of alternate landscaping designs that would lessen the impact on trees, so long as the alternatives continue to comply with the other provisions of this ordinance. e. The City shall require the applicant to mitigate for the removal of each tree granted approval pursuant to section 18.5.7.050. Such mitigation requirements shall be a condition of approval of the permit. In staff's assessment, the tree removal is proposed to allow site reconfiguration to better address federal accessibility standards. Given the number and variety of trees in the immediate vicinity, removal of the tree will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection TREE-2018-00003 243 E Main SVdds Page 2 of adjacent trees, or existing windbreaks, and will not have a significant negative impact on the tree densities, sizes, canopies, and species diversity within 200 feet of the subject property. A condition has been included to require that the applicant mitigate for the removal pursuant to section 18.5.7.050. Planning Action #TREE-2018-00003, a request to remove one non-hazard tree, complies with all applicable City ordinances with the imposition of the conditions attached below. Therefore, Planning Action #TREE-2018-00003 is approved. If any one or more of the following conditions are found to be invalid, for any reason whatsoever, then Planning Action #TREE-2018-00003 is denied. The following are the conditions and they are attached to the approval: 1. That all proposals of the applicant shall be conditions of approval unless otherwise specifically modified herein. 2. That the requested tree removal shall be mitigated on-site, off-site, or through a payment to the Tree Fund in lieu of mitigation within 18-months of removal, as provided in AMC 18.5.7.050. Should the applicants opt for off-site mitigation, they will work with the City and the Parks Department to identify a location and type of tree for the mitigation planting. i, June 8, 2018 B(1 Molnar, 'Director Date Department~f Community Development L C c TREE-2018-00003 243 E Main St/dds Page 3 I AFFIDAVIT OF MAILING STATE OF OREGON ) County of Jackson ) The undersigned being first duly sworn states that: 1. 1 am employed by the City of Ashland, 20 East Main Street, Ashland, Oregon 97520, in the Community Development Department. 2. On 6/8/181 caused to be mailed, by regular mail, in a sealed envelope with postage fully prepaid, a copy of the attached planning action notice to each person listed on the attached mailing list at such addresses as set forth on this list under each person's name for Planning Action #TREE-2018-00003, 243 E Main. Signature of Employee DocumenQ 6/8/2018 TREE-2018-00003 391 E09BD 4200 TREE-2018-00003 391 E09BD 3900 TREE-2018-00003 391 E09BA 10300 283-303 EAST MAIN STREET LLC ASHLAND LODGE #944/B P 0 E BROWN ERIK/NORTH JAMIE 708 CLAY ST P 0 BOX 569 15 FIRST ST N ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 TREE-2018-00003 391 E09BD 4500 TREE-2018-00003 391 E096D 90004 CRATER NATL BANK OF MEDFORD BURNS E SHEILA TRUSTEE ET AL IDUSTRY CONSULTING GROUP INC 275 GRANDVIEW DR PO BOX 810490 ASHLAND, OR 97520 DALLAS, TX 75381 TREE-2018-00003 391 E09BD 90002 TREE-2018-00003 391 E09BA 10103 TREE-2018-00003 391 E09BA 10500 DRESCHER LLC DRESCHER ALLEN G FIRST PLACE PARTNERS LLC GARLAND GERALD G TRUSTEE 131 BIRDSONG LN 815 ALDER CREEK DR C/O CHARLES GARLAND ASHLAND, OR 97520 MEDFORD, OR 97504 2180 DUNCAN DR MEDFORD, OR 97504 TREE-2018-00003 391 E09BA 10301 TREE-2018-00003 391 E09BA 10600 TREE-2018-00003 391 E09BD 4300 KAK LLC KEY BANK OF OREGON 1 ST AMERICAN LANDEM INVESTMENTS INC KATHERINE M KENNEDY, MEMBER TAX VALUATION 2415 NW THURMAN ST 132 GREENWAY CIR 183 MAIN ST E PORTLAND, OR 97210 MEDFORD, OR 97504 ASHLAND, OR 97520 TREE-2018-00003 391 E09BC 100 TREE-2018-00003 391 E09BD 4600 TREE-2018-00003 391 E09BD 4000 MARK ANTONY HIST PROP LLC NEUMAN PROPERTIES & DEV LLC PROVOST PROPERTIES LLC 953 EMIGRANT CREEK RD 953 EMIGRANT CREEK RD 6431 ADAMS RD ASHLAND, OR 97520 ASHLAND, OR 97520 TALENT, OR 97540 TREE-2018-00003 391 E09BA 80001 TREE-2018-00003 391 E09BD 4700 TREE-2018-00003 391 E09BD 4690 REMINGTON ENTERPRISES INC SAVAGE K LYNN/ORELL GAIL E TEITELBAUM JULI F TRUSTEE ET AL 645 HOLLY ST 2773 BUSH ST 237 ALMOND ST ASHLAND, OR 97520 SAN FRANCISCO, CA 94115 ASHLAND, OR 97520 TREE-2018-00003 391 E09BA 9900 TREE-2018-00003 391 E09BC 200 TREE-2018-00003 391 E09BA 10400 UNITED STATES POSTAL SERV WILLIAMS FAMILY LLC YAMAOKA CARRIE TRUSTEE ET AL 8055 E TUFTS AVE 400 6028 FERNHILL LP 1171 VILLIAGE SQUARE DR DENVER, CO 80237 SPRINGFIELD, OR 97478 ASHLAND, OR 97520 TREE-2018-00003 TREE-2018-00003 STANTEC ARCHITECTURE JP MORGAN CHASE BANK 243 E Main DANA RIZZO/BRIAN RENO 1111 POLARIS NOD 6/8/18 224 S. MICHIGAN AVE, STE 1400 COLUMBUS, OH 43240 23 CHICAGO, IL 60604 E Planning Department, 51 Winourn Way, Ashland, Oregon 97520 541-488-5305 Fax, 541-552-2050 www.ashland,or.us TTY: 1-800-735-2900 e NOTICE OF APPLICATION PLANNING ACTION: TREE-2018-00003 SUBJECT PROPERTY: 243 East Main Street OWNERIAPPLICANT: Stantec Architecture, Inc, for J.P. Morgan Chase Bank A request for a Tree Removal Permit to remove an approximately 12-inch diameter-at-breast-height (d,b.h.) Japanese Maple tree located in a planter in front of the entry of Chase Bank at 243 East Main Street. The applicants are making accessibility upgrades to the path of travel to the building entrance to address the Americans with Disabilities Act (ADA) which necessitate the tree's removal. COMPREHENSIVE PLAN DESIGNATION: Commercial Downtown; ZONING: C-1-D; ASSESSOR'S MAP; 391 E 09BD; TAX LOT: 4500 j NOTE: The Ashland Tree Commission will also review this Planning Action on Thursday, June 7, 2018 at 6:00 PM in the Community } Development and Engineering Services building (Siskiyou Room), located at 51 Winburn Way. i NOTICE OF COMPLETE APPLICATION: May 24, 2018 DEADLINE FOR SUBMISSION OF WRITTEN COMMENTS: June 7, 2018 I~rati \ t ~ h Jr ~ ` it f; I ( J CHASE BANK d ` ~~°SYg TREE-2018-00003 243 E MAIN ST / J SUBJECT PROPERTY &IX The Ashland Planning Division Staff has received a complete application for the property noted above. I' Any affected property owner or resident has a right to submit written comments to the City of Ashland Planning Division, 51 Winburn Way, Ashland, Oregon 97520 prior to 4:30 p.m. on the deadline date shown above. Ashland Planning Division Staff determine if a Land Use application is complete within 30 days of submittal. Upon determination of completeness, a notice is sent to surrounding properties within 200 feet of the property submitting application which allows for a 14 day comment period. After the comment period and not more than 45 days from the application being deemed complete, the Planning Division Staff shall make a final decision on the application. A notice of decision is mailed to the same properties within 5 days of decision. An appeal to the Planning Commission of the Planning Division Staffs decision must be made in writing to the Ashland Planning Division within 12 days from the date of the mailing of final decision. (AMC 18.5.1.050.G) The ordinance criteria applicable to this application are attached to this notice. Oregon law states that failure to raise an objection concerning this application, by letter, or failure to provide sufficient specificity to afford the decision maker an opportunity to respond to the issue, precludes your right of appeal to the Land Use Board of Appeals (LUBA) on that issue. Failure to specify which ordinance criterion the objection is based on also precludes your right of appeal to LUBA on that criterion. Failure of the applicant to raise constitutional or other issues relating to proposed conditions of approval with sufficient specificity to allow this Department to respond to the issue precludes an action for damages in circuit court. A copy of the application, all documents and evidence relied upon by the applicant and applicable criteria are available for inspection at no cost and will be provided at reasonable cost, if requested. All materials are available at the Ashland Planning Division, Community Development & Engineering Services Building, 51 Winburn Way, Ashland, Oregon 97520. If you have questions or comments concerning this request, please feel free to contact the Ashland Planning Division at 541-488-5305. li GAcomm-dev\planningTIanning Actions\Noticing PolderWailed Notices & Signs\2018\TREE-2018-00003.doex I { I TREE REMOVAL PERMIT 18.5.7.040.6 1, Hazard Tree. A Hazard Tree Removal Permit shall be granted if the approval authority finds that the application meets all of the following criteria, or can be made to conform through the imposition of conditions. a. The applicant must demonstrate that the condition or location of the tree presents a clear public safety hazard (i.e., likely to fall and injure persons or property) or a foreseeable danger of property damage to an existing structure or facility, and such hazard or danger cannot reasonably be alleviated by treatment, relocation, or pruning. See definition of hazard tree in part 18.6. b. The City may require the applicant to,mitigate for the removal of each hazard tree pursuant to section 18.5.7.050. Such mitigation requirements shall be a condition of approval of the permit. 2. Tree That is Not a Hazard. A Tree Removal Permit for a tree that is not a hazard shall be granted if the approval authority finds that the application meets 14 all of the following criteria, or can be made to conform through the imposition of conditions, a. The tree is proposed for removal in order to permit the application to be consistent with other applicable Land Use Ordinance requirements and standards, including but not limited to applicable Site Development and Design Standards in part 18.4 and Physical and Environmental Constraints in part 18,10. I' b. Removal of the tree will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection of adjacent trees, or existing windbreaks, c. Removal of the tree will not have a significant negative impact on the tree densities, sizes, canopies, and species diversity within 200 feet of the subject property. The City shall grant an exception to this criterion when alternatives to the tree removal have been considered and no reasonable alternative exists to allow the property to be used as permitted in the zone. d. Nothing in this section shall require that the residential density to be reduced below the permitted density allowed by the zone. In making this determination, the City may consider alternative site plans or placement of structures of alternate landscaping designs that would lessen the impact on trees, so long as the alternatives continue to comply with the other provisions of this ordinance. e. The City shall require the applicant to mitigate for the removal of each tree granted approval pursuant to section 18.5,7.050. Such mitigation requirements shall be a condition of approval of the permit. G:\comm-dev\planning\Planning Actions\Noticing FolderWailed Notices & Signs\2018\TREE-2018-00003.doex i i { AFFIDAVIT OF MAILING STATE OF OREGON ) County of Jackson ) i The undersigned being first duly sworn states that: 1. I am employed by the City of Ashland, 20 East Main Street, Ashland, I Oregon 97520, in the Community Development Department. 2. On May 24, 2018 1 caused to be mailed, by regular mail, in a sealed envelope with postage fully prepaid, a copy of the attached planning action notice to each person listed on the attached mailing list at such addresses as set forth on this list under each person's name for Planning Action #TREE-2018-00003, 243 East Main St. ; r l r Signature of Employee' f ; C:IUserslsmithda.AFNHEIDesktopWFIDAVAT OF MAILING_ds.dou 6/24/2018 i TREE-2018-00003 391 E09BD 4200 TREE-2018-00003 391 E09BD 4400 TREE-2018-00003 391 E09BA 10300 283-303 EAST MAIN STREET LLC ASHLAND LODGE #944/13 P 0 E BROWN ERIK/NORTH JAMIE 708 CLAY ST P 0 BOX 569 15 FIRST ST N ASHLAND, OR 97520 ASHLAND, OR 97520 ASHLAND, OR 97520 TREE-2018-00003 391 E09BD 90004 TREE-2018-00003 391 E096D 4500 TREE-2018-00003 391 E09BD 5001 BURNS E SHEILA TRUSTEE ET AL CRATER NAIL BANK OF MEDFORD DRESCHER ALLEN G TRUSTEE ET AL 275 GRANDVIEW DR IDUSTRY CONSULTING GROUP INC 131 BIRDSONG LN ASHLAND, OR 97520 PO BOX 810490 ASHLAND, OR 97520 DALLAS, TX 75381 c TREE-2018-00003 391 E096A 10103 TREE-2018-00003 391 E09BA 10500 TREE-2018-00003 391 E09BA 10301 FIRST PLACE PARTNERS LLC GARLAND GERALD G TRUSTEE C/O KAK LLC KATHERINE M KENNEDY, CHARLES GARLAND MEMBER 815 ALDER CREEK DR 2180 DUNCAN DR 132 GREENWAY CIR MEDFORD, OR 97504 MEDFORD, OR 97504 MEDFORD, OR 97504 c TREE-2018-00003 391 E09BA 10600 KEY BANK OREGON 1 ST AMERICAN TREE-2018-00003 391 E09BD 4300 TREE-2018-00003 391 E09BC 100 TAX VALUATION LANDEM INVESTMENTS INC MARK ANTONY HIST PROP LLC 2415 NW THURMAN ST 953 EMIGRANT CREEK RD 183 MAIN E PORTLAND, OR 97210 ASHLAND, OR 97520 ASHLAND, , O OR 97520 TREE-2018-00003 391 E09BD 4600 TREE-2018-00003 391 E09BD 4000 TREE-2018-00003 391 E09BA 80001 NEUMAN PROPERTIES & DEV LLC PROVOST PROPERTIES LLC REMINGTON ENTERPRISES INC 953 EMIGRANT CREEK RD 6431 ADAMS RD 645 HOLLY ST ASHLAND, OR 97520 TALENT, OR 97540 ASHLAND, OR 97520 i TREE-2018-00003 391 E09BD 4700 TREE-2018-00003 391 E09BD 4900 TREE-2018-00003 391 E09BA 9900 SAVAGE K LYNN/ORELL GAIL E TEITELBAUM JULI F TRUSTEE ET AL UNITED STATES POSTAL SERV F 2773 BUSH ST 237 ALMOND ST 8055 E TUFTS AVE 400 SAN FRANCISCO, CA 94115 ASHLAND, OR 97520 DENVER, CO 80237 TREE-2018-00003 391 E09BC 200 TREE-2018-00003 391 E09BA 10400 TREE-2018-00003 WILLIAMS FAMILY LLC YAMAOKA CARRIE TRUSTEE ET AL STANTEC ARCHITECTURE INC DANA 6028 FERNHILL LP 1171 VILLIAGE SQUARE DR RIZZO SPRINGFIELD, OR 97478 ASHLAND, OR 97520 224 S MICHIGAN AVE STE 1400 CHICAGO, IL 60604 TREE-2018-00003 JP MORGAN CHASE BANK N.A. KAREN May 24, 2018 GRIEGO 243 E Main St NOC 1111 POLARIS PWKY 22 COLUMBUS, OH 43240 I i I I i I n ,a MGM IP'h ruins croaa RL . IL i C, 14 -J S-MAH W Woo DIM, WD-Z it Gr ' xP 069P RI ash 009* o i1-.>` r 102 GODIP =1 'LCD 15501 y. WEE t Y poi P WE M COW (ORMNI kiyK MR AANNeag p S LL DOW USE CO i 1J LN IBM. Coco D O R K on Lo Mg vow Zral'. 7 t ZONING PERMIT APPLICATION Planning Division G I Y Y O F 51 Winburn Way, Ashland OR 97520 FILE # rr ASHLAND 541-488-5305 Fax 541-488-6006 DESCRIPTION OF PROJECT Accessibility upgrades at path of travel to building entrance. DESCRIPTION OF PROPERTY Pursuing LEEDO Certification? ❑ YES Ix I NO Street Address 243 E Main St Assessor's Map No. 39 1 E 09BD Tax Lot(s) 4500 Zoning C-1-D Comp Plan Designation N/A APPLICANT Name Stantec Architecture Inc - Dana Rizzo Phone (312) 453-7605 E-Mail dana.rizzo@stantec.com Address 224 South Michigan Ave, Suite 1400 City Chicago Zip 60604 PROPERTY OWNER Name JP Morgan Chase Bank, N.A. Phone 303-245-7050E-Mail karenAgriego ,jpmorgan.com i Address 1111 Polaris Parkway City Columbus Zip 43240 SURVEYOR ENGINEER ARCHITECT, LANDSCAPE ARCHITECT, OTHER Title Architect Name Stantec Architecture Inc- Brian Reno Phone (312) 453-7095 E-Mail brian.reno@stantec.com Address 224 South Michigan Ave, Suite 1400 City Chicago Zip 60604 Title N/A Name N/A Phone N/A E-Mail N/A Address N/A City N/A Zip N/A /hereby certify that the statements and information contained in this application, including the enclosed drawings and the required findings of fact, are in all respects, true and correct. /understand that all property pins must be shown on the drawings and visible upon the site inspection. In the event the pins are not shown or their location found to be incorrect, the owner assumes full responsibility. l further understand that if this request is subsequently contested, the burden will be on me to establish: 7) that 1 produced sufficient factual evidence at the hearing to support this request,, 4 that the findings of fact furnishedjustifies the granting of the request, 3) that the findings of fact furnished by me are adequate; and further 4) that all structures or improvements are properly located on the ground. Failure in this regard will result most likely in not only the request being set aside, but also possibly in my structures being'built in reliance thereon being required to be removed at my expense. If l have any doubts, I am advised to seek competent professional advice and assistance. pa4, A' U& 05/03/18 Applicant's Signature Date As owner of the property involved in this rennPSt l have read and understood the complete application and its consequences tome as a property JPMorgan Chase Bank, National Association, owner, a national banking association By,: 5/8/2018 Property Owner's Signature it's P,P, (eJ,nr.A Prt gih ~ t Date dt- (To be completed by City Staff) ff Date Received Zoning Permit Type Filing Fee $ OVER i i Wcomm-de0planningTorms & Handouts\Zoning Permit Application.doe f@I 4 t P f I V i 5tantec May 10, 2018 City of Ashland Department of Community Development 51 Winburn Way Ashland, OR 97520 Attn: Derek Severson, Senior Planner RE: Chase Bank - 243 E Main Street Tree Removal Permit Dear Mr. Severson, We are proposing to remove the existing tree near the entrance of the existing Chase Bank branch at 243 E Main Street as part of our improvements to provide an accessible path of travel to the branch entrance. Currently, the entrance to the branch is not fully accessible due to slopes on the existing concrete sidewalk that are in excess of what is allowed by code and Federal law under the Americans with Disabilities Act (ADA). In order to provide an accessible entrance, it will be necessary to remove the existing tree to provide a switch-back ramp with compliant slopes. There is no other way to achieve an accessible entrance without removal of the tree. The removal of the tree will not have a significant negative impact on erosion, soil stability, flow of surface waters, protection of adjacent trees, or existing windbreaks. The tree is located within a concrete planter between two concrete sidewalks under the canopy overhang of the bank branch. We shall mitigate the necessary removal of this tree by planting a tree off-site in a location agreed upon by the city, or by payment of a fee in-lieu of planting a replacement tree. We do not believe there is sufficient space to plant a replacement tree on the property. Please feel free to reach if you have any questions or concerns. Sincerely, &flwu 4~~ Dana Rizzo Stantec Architecture, Inc 224 South Michigan Ave, Suite 1400 Chicago, IL 60604 E' Phone: (312) 453-7605 Email: dana.rizzo@stantec.com i r z a r~ ~ ~ ~ ` ~ s I Iti~s}a~+tt~irv~yrn:r arc r rr- ~ ~ ~ r ~ SC t ~ ' M n i r 1 y t g ~ S y4 . s ~ EGRESS PLAN SHEET INDEX f 1 DRAwY:cs ¢sofo ~ tL rL- N c v 7) 10 ARCHRECIURALDRA-1.1 • %o ' ~ A00 COVRSNRI ® VI 13 L... Y A01 SNEPLAN Do' [30- Cl NTBILAN COMMO!l PATH OF EGPE55 CZ CRALLS O i ` 23-1 ADA ACCHMEMCRARS ® ` m •Q ❑I~I-,L~,I1 CHS@BIIYDETAIN ® L I L U , ACCESS-DETAR ASHLAND ❑I F~ t✓ A OEAIM OONPLAN F; II, A ❑ILIL❑-JI1 AI.I PCOBPwI 2017 PATH OF TRAVEL - r INTERNORDETARSANDSOPPE WH o af. 0 Q ® 95'-6' ❑ ExRSEPA ❑ 243 E MAIN ST RArI°N ngn RECTRICALDRAIVNGS ASHLAND, 0 R 97520 EDA LKODSAEAREYMN 1NOTESAMDAER 0 El.p DRIOHKiRYAl PUN 1 EIJ AECIRCALPIAN 0 A CHASE #13058 ; U) GENERAL NOTES ABBREVIATIONS OWNER & CONSULTANTS ® N OWRALABBRRUNM fR0%tOW FA. RFCIRICAIFNCMHR: F~ iR- R r n i MORGAN CHASE SANG NA. ROSE, NFnbR.M. A ANAEV[n I.M. hIIL1A11011 IIIIPOURS IAAKWAY 19NI-AlENUEVP 1. AL LWO N 1 TIONS 1 HAWDNDICAPGRAIIOIS-HCCeEII NCOMPLLANCEWM APPLICABLE FEDERAL, STATE ATE LOCAL BLRWIG AC AR GONARbhhIG IAA% MA-U. COIU.IAN, OH dSON LYNIYA 1.16 Q ORDINANCES AND StAlAARUS UKLWB.b ADA AND OR OMR 11, Y1H@l ARCISIECIf.CNRICAY AN DMIARDSD IIEIAORE AN AOVE RWT Cf OOR ME CH CMR CLUREEEAAPCCWRB➢dRON&GCXRk:G.c ? 0 ABCIEH FLOOR MR MAAAHEN)f ACNFR CONSTRUCT- MANAGER - cBRR FAB!SAI OM O [ AY CODE, ReIPKiNEMALLPARALAEAAONLWAYBbWAM CO-lNKTSRTOiO MEARCMRCT AF MR A 1N6MI D9 CCWP A. AINM1ld41GMRI A!1V MBriWfA NR F.AMAY PHGIE fGN CO- R Jd4G1i1 \ GEIRCO- AID COMPACTOR SHAD. CDORORUR WITH MEOYINFASV@roOhSAfOAROpG IB. PROVbI HOFIES PNORVEINAAPROIKN VETYCUADH.APYGVARDAAK AL AM TAO .R- DPFNNM Y<ID FLOOR SCNKRUb SEWENCNGOf MEWOPK ARO CAIAPES M1ECHf0.PY FOR FEOES@MNANp VFHINUPSAFETY SAFETY AS 0.f PfDURK AYMF ASPH ASPHALT IObEAESRtAM VENU E CM@1Gk3R: = W f LO CAL AUMOR013. SKTIDN BNB @C. cl COMROLJOkR FAIL AIRAI SEATTLE -BIN J, THE CONSTRUCTION NOTE AND DRAWINGS ARESUPPMD TO ILLUSTRATE ME Of-TI AND CNIG CRAG NA NOIAPPHCAOLE HAAU'D@PHANSAYi~ MCHASECOM 1. ELRYDRNE 111 In I GENE9AlttPEOFCONSIAVCNNDRRfOAnDARENiElAFO10NIPLYMEfR&StWAVY 19, PRRtOPRO.rtC1AUNUALFOAlkCF55A¢Y061GNfFANPHAM1O51EC61C0.N01A. CMV COIKRflEAIASOM1AYNM NC Pb101CONIPACt P H0N'EIB1ll9)08)01 SUPE000 LOCATION MAP N1 ~o a m J OF CONSTRUCTION MATERIAL AND WORKMANSHIP MROUGHWI. COL COLUA;N NDIA NIOM"AI ORANGE CA 91960 3. ALL E11ERFOR FLOOR PUN DI-IONS ARE TO EpRNR FACE OF MASONRY UNLESS C.I. CON'-E MS biTO SCALE ARCHITECT: CONTACT; IUHVPOLIOCK 4. THE DRAWINGS ARE NOTTO BESCALFD. WA NEORAIAIION COMRN.A'G -TING OTIE¢WEENUIED. ALL NIEBION FLOOR PUN DU.IEWWNT ARETO FACE Of FRAiH UNLESS CONS Co"""OUS CC oNCEMR SIANTECABCNIECNRE -L,cM POLLOCk?RMLEYNNNNCOAI AL a N = ON0IUOIS. HC..VEBI NON-TBEDONEINMENOD. URGESCALEDRAWINGS ODERW¢E NOT- CPt CARPEL OFP .PPOSRE ARAlOMH MICHIGAN AVRWE PHONE, VIAI 7B",. y NAVEPRKf0@ICE OVER SMALL SCALE DRAYINGS. CI CBYAMN[LE PF PPf3ABRILAIED SLIDE IIOp I~J ,EVTI 11. DURNG CONSIRUCNNSHEVM@MEG-RESPOMRRORKfRNGMBELIM -DIES CL CRARNE PSI POU-S PER SQUARE W01 CRC0.GO.R6CdM IAt Ip 6fALE a S PPNRIO COAIIIENCEMEMOFANY CO[RiAUCNNCINNRACtOR SHALLVFRPYEXHINNF ANDSHALL PPOVDFCOPUS MGpRL0G5.UPOATFOCOlbINCIl011SCHE0UlEV4HICH 00t DOUME PI PAWUPEIHEATED CONT DANA PUlG ANOLOCAIpN0FALLEYRRIGA00VEAND FR WGRADE IMMER, NCLUDN'GSAPHARY SHALL ALSO INCLUDED ANSEIAUFD GWER OUTLOOKfCN®ME Of C-111010UMAN IT. PANTED _ OANAAUI086IAMK.COA1 _ SRYERf10¢IAfEWR, VIATR.GAS, HFCRkA4 TRRHONE flC AN1D¢CREPANIBEIN OU DIAMETER OT pDAIRYRE FF._f_jA53l- MRXY LO CATIONS IHALL BE BROUGHT TO ME MFA EDIATE ANRVII]N 0FME ARCHITECT, Rl THECOMRUCIIONfHAILN01RE-FETAFNHIOOTCLFARARAUNOMIRUOTEOACCESS DUA DNEMNN P AADih roemestRMRk.wR DErOHMIOII FACmsaryOVERPOtH,PURaoxa, ON Down RR REU-I ELGBAR PROJECT 6 a GHXRALCONTRACTOR SHALL IERHPOSIBLEFOR VERNCANNOFALL BUILDING 1RAISfORNRS VAUIIS PUMPS VA MRRS,APPURRNAMESRCI OR TO THE DS DOYINSIOUI Pll HRE RNCE IT MEMWT4 PRIOR TO BEGMONG CONSIRUCNN AND SHALLI-ELUIRY NOIfYME LOCANIIOFMEHOOKMIP, IHECOMTRUCDONSHAILNOtBEWI1@Ii@ITEROFANY EA EACH RED. REODREO SITE ARCHIECTOFANYVAPUNCEORDECRRANCYARKINIGNHV 41RUCEDNPPIORIO FOWR N&f-WIEIIER OR NOT HE LINES ARE LOCATED ON THEPROPRIY. FAMEElo E] -A-N 1011f RO ROUGHOFET- PROCHULNGWNHWORK CO1.IFLY MAY CAUSE CONSTRUCTION OMYS AND/OE ADDITIONAL -ES. RFC RECTRKAI SF STOREFRONT - REV -ANN BE SRI. FEEGGI " CONTRACTOR SHALL PROVIDE ALL IQCFSSAAY BLOCKING IN!VALIBFOR SUPPORT OF ALL O RWAI A SRAkA0. SORTER fM,SHRVNG ACCH{ORIES,SKKlAOEA.O OMROFRICHREORREO. EITT "'T"' SPEC SPECRCANN RT ROOK DRARI $5 f1AkY[SS $IfR 0. ALLPENETRANIII SCULL RECEIVE CAU-M IO SEAL ANY TYPE OFENRGYLOSS. IPEFMU:GLSIER Sil SEER FE. RREHIINGWMR CABINET 5100. MCRAGE RACtORSHALLYRA Alp COOPD6WTEALLAPPINABIEDLMHSNNSOF NOIEAIIXfWCONfIRUCIM)N lNAt11FVEWIfDtO1FINCOHIUANCf WUXINf IOCAIIYADONip N, RNtH FLOOR NSP SIAPB.'OFD fOES AND®WMfM SUPPMDANDIDR Nb1ANEO BY OH-CN ACO TSSYINTRS[GRIAMYAAXlIAING TABXO YOTIN CONILIAXCERALL BE Ill UCfO AiieF 0.0.E RATED 1ENPERED RECORD FAGNEFROF RECORD GORNEACtORS IXtfYSE ALISIOtH IRANI E MEASURED WITS A PRIYCX SMAG IfVft' CRP IDR.US RRSDRC®1USHC ttP TYPICAL IOIRON COMPElUNOF PR-T.. OBTAIN ALLIkUL WFECINM AS REQUIRED BY LOCAL GALV -AND M. HXAHSNOTKOTHEYWEE CENTDIOTIOwFOCCUPnHOwISRWIMFVNFNCfafeusucxDaPEClromu.H PIG SUTABOARO vm YEINEAl PDSmoINLE JURISDICTION CONTACTS ®Stantec Gn CRRMATFS OFOCCUPANCY HC GYPSUM VERI VERTICAL ' HM! HARDWARE !YD WOOD 11. ALLALEA[E OF EGRESS AND FIRE PROTECTION SHALL BE..UNIA"D Al ALL 114E AND AM HM HOLLOW METAL .1 WAIRPROOF _ AIC'Li'Dc"GI'D. SHNDOWN OFMESAfELY OR BIALDINGS-CASSMULL BEAPPROUED AND COORDYIAIEO HI IMGM -F Wfl0®!IIREFABRk IN ADVAMEWHPFHEOWMR AND LOCAL BMDPPB DHAYIIEM HVAC MARIGVAJIBANNI AR CONMINRWG CRY OE ARIAND 4' U t ID RESSNN'A M' -A., 930IIEU BMDkIG MJRION' II G@ S AALCCMAACIORBRHPOMTLEFOR000RDWAINGMEO;'i ERSVDNORSON RASEABBRMAIpNS 20 EASt MAkI ST 0 KAT~LL SREOURNGCONSTRUCIpN RENRTORESP014AIYAUTEMMUSHEET. ARCM ASSBIAMBANNNGCNIIFYMANAGR F RNI ACCESS BAR IPCNABALY'ABI ASFRAIq, OR 976N T31111JNWgA AR AFRUEM Mld HO TOILE BUTTON PNGN.E SIII"B-B- 13. GENFAALCONT RACTORSHALLOER5POIZRLEFORSRNANACOORDkLMN40FALLTK AHO AFIRNOUROVOSOORY L18 MEACCHSIAR MBUTTI ESIGRIHEPB.- AST ACCEBSOLESRYILETELEA 1.0.1 MRCHAMSRVICEIETTR ATM AUTOMATIC IRTR MACHNE AIULR -TDINAL DEYKE 14 ALL CC14TRUCTIO14 VEHICLES SHALL BE FWAFPK WITH THE MOST MODERN NOISE MUfRRS BCM BANFULOCHAR MANAGER AUA AIASSMARKR COQ!hIResmeO AVAUItEAtA ALL RIGkXSSIULLBFKEPT PPOPRIY HMO. BRV BRAkp PO FEWALBAN R M mpu-+Rtbtl BERG RLUBAHRAEINTMGWS PGA FRNAI ECtET4ADVLGR ctNeUv+No'Ye1mo EP ormb~ mrnraiefats.RmndbP,in li ASNOTL CRM PROVIDE KM A OU5 O S ED ROtf001HFSIESO AALL ACCESS PCB PRNAIECIEMAAIU- AT OLUEWI CUSIOMR ACCFSSTABLE RCU PAE9NBIIAASADWOR SYMBOLS RESPONSIBILITY MATRIX - OVERALL ASNST NIEUMVO BOMRaTUTMfDI1RAtwrl C CONTR UCtA E RtELEC BDIE0E O OFLOUGHO R QBTOF ECLIOOHAWMRDYIAN CCH. CCR CHASE FIR AWCOMLIMPOIA PR P CKAGSERKECENFA em~N~v ;Ua~cPbmy CONTRACTOR MALL LLOERHPOMHLE FOR OdiANTJG RFWaK FRA1rtS. CPC CNUPANLI➢P NITE!t PST P-TERNAIfSRYKETELLER RCA NRHOflI 0R06apl P.RN®dff.W>MNR By NNxtlMi OR CASH RFCYCLER IG REACH GUARD NMLIAAY P61AUE061 M."PI 81G3PA1 Id. GENERAL CDNIIRALtORSHALL BEPHPOMHLE fOPALLTPARILL01UPDl DURING CSC CIRIOMRfRVKE<BPER SCCR SMAlLCUSTOMER CONFERRKERO0AI V GOMIRUC110N1YIE w-L-N WihiR$ LPRAt AI[WED IY CMAUCCR D-D REVANNDANAI TAG I-T =c- ~C-UE ClI 001SRUCIDN . DRC DHIGNRMHICAIL SDB SAFEDROSRBOK ORNF{1P 1CD 1RIR CASHO6P@S0. CWRACNI ICEI CQRRACWi 6EAL eAlll RA MOMATICTRIERMACHNE TOO tE1MOf%FSPACC Gcl P + , VAT VACINMAR-E REVSNWNMBR AXK C-.TAG / / 5g rY t k CARD BUBBLE W E IMRDREAEVANNiAO RR.IORBABOU 'GWGPRNOTE< / I~+/ YES PROJECT INFORMATION FIRE DEPARTMENT NOTES O SCOPE-,- MAXTRA-TANCERABLEIMd11 • EUBDB4G$ N4DRCOt4TRULTANALIRATbNO,RDEHADLIIN14SHALLBELNA000RDAME RRSN RBHTAG 'RETMOVAL R.BNA IXIFgIOA WAt141 ATE.1 MAXTRAVR ORTAMERPHIFOITIPRNNFR$'. ROOF VNM RC CNAPRRAR YRTAIIATONOFRRVVHIH11LEA1Ni • ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EeSINO SUk.01•:GS AN A POSIDON AS TO BE % NEYIROONFE.-N NEULE 'PAOIKtIAAXIAAVft DBtAMEPAOMK vODy PUYXYV¢PLEANO LEGHIE-M MESREETOR ROAD FRONTEM THE PROFEAtt TUC FXIERNRRRAIbN1AG / .BAB- REMOVAL WORK AT ENTRY .O q --0.1 NPATHOF EOPHS 111-REGION I014 11 • PpOMEOCNPAMYfWWGONEORA!PWIOAPPLICAAIFBWONO CODF0.EOVNEIEMS FOURA!FMIAO WREDICNIL MAKIRAVROT1AMf BOCNPAIKYwD1+J0 CCNPAMS =150 • PROMFADDAIONALENIISAMANAIRES%NVGA1 RSb1rnENNABRAMLOWibN r03, GM OFAfNWA 'p¢p1K11AAKCOIAAONPAM OFFGAESSPROMFO RS~1 <IDPd ASDRECTEOBYMEIREDRARIAIHRfMDRRPECIOR APNJ91CM90D`tA%LOT OEURLU • G&XRALCOMRACTCR$HALLVRUYCOORDNSIEANWIDRbSTALLANNSMOKE NAME AX TAT-LEE Y / / E DATE DEBCRVTION OETEC110NANDlORf EAIAAMCOM4ETORSASREGMEDPRUNALORDANA / _M, K9UEE FON-IT" ARRBKECODH' EPLAPU COMPLY WIIHIBGBAPRId AFMOVAI➢FOKEFAfRI1S PER MEiD15 PoC YlRHDIMES[OPEOf A1ibDICHONHAVNGAUIHMRRY. IYX RO0M1AG QA N 10 NORFOONSTRUE 1ALSF[CULIYCWE TEPRO.ECI • AIIREO.PRNAS ARAAPPROVALS AUSSBFO@1AhED WOMIIERBFORA90.IDIIBFFORE WRONGS ARE OCCUPIED 1011 OREOONfRECWE 00 FIANDEIAITAG / • OUREIGCONSRUCbNMEGENRAI CONTRACTOR¢ TO PROVIDE A PORTABLE FIRE AYM I / i 2016OREGON AIKHANMCAISP[CNLTYCODE PARBNO I-TEN.1' RM1111WIHARAINIGOfN01LH3 MAN2A YSRR!(]5R f001TRAVRD¢IANCf XNYA 0 RtAG ROIIORKON BEECTRICALSIRUCNRALCODE NIAROPARNNGSTALtS 9 TO-PORTIONS Of Mf011XOPIDONEACHROOR. ICC-A1I71-CCESSHLEANDUSU9LEBUBDD.bf ANDFACMIES ACCH30IEPABNNO 11A 1 MEE%TGHI RSSHALLBELOCAIEDASRWICATf00NPUNORASDRECIEDBYRYE / CITY Of ASHUNA MUNICIPAL CODE DEPT ATLEAST DNEREF 4GWMRWOHAALRIRAINGOF1lCdCSHALLAEPR0MEO % IRITH]5MAX TRAVEL DISTANCE FOR EACH 6000 SF OR PORNNMREOF ON EACH FLOOR. O WADOIV TAG AyR WAILSEC110NTAG PTULGbOCHAN E OCCUPANCY MSIEICATbV, fXZ)SNK,I:OCHANGE , OSTALI APPROVED FIRE RID GUEHRE PER NATIONAL FIRE PAOIKNN ASSOCUNGlt FIRE QLINGlP OPOSR DUE. RFMR BANY-BWY$f GROIRB FNBING NO CHANOQ RRlGUEHEASIOAEAPROY[D BYtOCALRPEOW R HAZARD 9v ME EYIb.GWHRi ONERPEE%iBIGVdIER PER iS FOR LOW SAAOA kEYNOtE BUADYIOfECIpN TAG f CHASEBALORIO APR' AREA.1 Of TE i@N 8.681 SS. E]1!RlG, NO CHANGE) APEA UN1f {MROV0.!EM'. ISO f F. PROJECTINFORMATION BLDCK TYPE 0 F CC NICNAPIR M: J00Y 11222-11,07-1222-75 OICCNOUPA NR V 11"HNRRI DEFERRED SUBMITTALS RESPONSIBILITY MATRIX NOTES / Raw11,07-17 UPAM LOAD LIABLE AB lf I; 111CO. / CHECKFDEY'. EDCUPAM LOAD fAGTOR:IJICO i.dORf.Fl.l IOOSD.R: 1] OR TOTAL OCCUPANT LOAD.' 17 OCCUPANR IE-AG. NO CHANGE? DHRPEDSRAIMAHSHALLW,VEPApR APPACVAIOFME0UR04•.G OfRCNL MEOHEBREN fOR OYRhRSEWPIA@rt WkPAL CONRAC1OR 10PR01'®ERfWRE00F@k:Of. ACCESS _ SUBKPM L ITEMS SHALL BE SVBIAfREDTO ME ARCHUIECI OR H.GWER OF RECORDVIHO SHAH PAT.fly,AN9RECIRICALRELl9EIAENfI LUOIIGRMLNOORLPI. UODEL ESS!VWMRKNN1mSG.SM REVIEW AIMAPFRMVEMH.IPRYJRIOSUBAMAL10TT IUFDNGOHk LMRFLANREVEVI. + N WOR<nM.GR RAICONRACTORIDPROVDE'BACA.F510RHMRW➢RKIVHICH PORCEANRERCCANG YH BOICCMANCYWO HIMEBIJ SUAI.IIIALS SHALLRKLUDEAN.bTA IINMKATb Gt TU DHERRf SU&k4FTALDOCWMEMS plCLUDHBNEAtDVIALLCABDER.WORXCW,D SANASHRVPIG. % MA,-S ''.IT NA-EN REV VEOAAD APPROVED Y MA ,-S B ATM UNITS, AIM ONG.AIAISURAOUNAS.G@XRA-ACTOR ID PROVE POWER. / BANK ALAI EXRYIIDM RFOUW®. 1)OCLUPAINNO] 0D CONTORAIFNCEW IMMED GN AND MEAI TTAL DOCUMENTS SOUP A[M VREUGRV@NO¢bRHPOM@IE WAPROVA!lGANDND RIITAGbIGTHEREtlJLIECONDMf AND ANM / I ✓~I £NE£T 110.E IALT BEENAPPROVED BY ME ONLRCOVER. / FXRWAM'. ISeREDLARED BE INSTAL MILE A FOR THE RCDIARM HAVE I[TPAOMEO f)IiING NO CHANCE) OCUI ULDING, A AL PROVIDE ETREVIEHAR WENR THE L ONGOfIKILL TO REVIEW REVSREDS THE 0. SNNARTO ROVRECINNLL.ROVGEMIDAULRECTNALCOIR .G@ O . HONMEPMHlIfPHAGIEPUNRNPN AND FEE WILL BE REQUIRED WAORRRE)SUdLIDAl ISRACTOACIORIOROMEM INDMADUGHNICCI. GENEPCONNEC HKiNII RRS. S LDNDU M1YSK1IRRYSYSRAI NCLHDlIGAIARIAA-NO CCR GFNRALCONTRACTOR 10 PP0Vdlf RHIS NNE I E CO CO ANTS, POYIR ANO PLYWOOD A1PHO1k R001A • L~ / C EXPSPE RED: RI-CO-A-) HO IBRILAIIONANA0IORESTALANNSHALLBECOM.kDIC®PkpRTOSf URNW G 6 FACITTES A ANAGR TO HRELOCALLOCIGA.BH TO REREY ALL LOCKE AIDE .LoVR DATE IO 1a. COVER SHEET PB.- M (ENSING, NO G. NOR) CVARDAEMAPPROVAL BRANCH PLA[ANG. / f SUAWTALSSHALLNCLUDE(ASAPPLKABLEI DRAWINGS, CALCULA-4.. ORALS. 1. WO ODPUNKROORNGtYPEM-1. G@ AICONXAALTORi0HRlESHGUAIBMTAKEOFF, A E)LD I SEPARATION ISKTION 1016111 CRIRCATWNR,RC.MATS(AVE1p CRIhYI<OIDPAI COtAPNAMEiOMEAPPAOVFO NCLUOING - ATTIC STOCK / fRAP COIRRRUCIIDN OOLUMENt. AND SNALL BE STAMPED AND SEALED BY THE CANARINA LICRRED b EWBIAFMCONRAC10Rb A5VCOMPACTOROi MEOWNR, SHEETH;IIIr='4 A MNBPRN¢RED NYONN. OIIENANOFMELBIGIH OFIUllUU1A OVFAAN OUGONUt 'dMIOb A0IUL =III'S'IIR C. NO CHANGNGEE)N=SS-0i7 HN!£ERICCMIAIAMRUMOR@K TO PRRARFSUCH DOCUAIfMMIONL I 9TRATLE0.1NNPPVp® = 95i ' EBBHNG NO CHANGE) MB FOLLOWING SURVMAl AIRE DEFERRED AHD UDR SEPARATE COYER: SNNUGE A. SITE PLAN LEGEND Ll t LL l o IDEMIRES AREA OF SITE IMPROVEMENT LL ®J LI--C) d y ~y EXISTING UNOSCAPEAREA LU r 0 OB NO.OF CHASE PARKING STALLS N J ~V 9 ~0 04 W co U ~ p U a ° O 0~CF ° O u! ao > LL az~ 'y o5t0 a°a0 J N W z ~p Q N j of 2 ~y~W O Q d Q h P V p x O N e CHASE BANK FDE V V L 0 RE~aAD Stantec #13058 A, hit-tae mc. UswJ~AM!ad 243 E MAIN ST Ift. NI4f ISNE05 0 a ASHLAND, OR 97520 `onTRe= ed r sEaL I' r I' ® ® G SSDE DATE DESCeiPrlml t. ® -7/17 ISELEDTOSPEawT ® / E Q{ AREA OF PATH OF TRAVEL PROJECT INFORMATION BLOCK u IMPROVEMENT, SEE CIVIL ~ DRAININGSSHEET CI.OAND _77 1=1 DATE 11-0T DEAVnrar~ ei'x k C2.0 FOR DETAILS DxELHEDar DA 1.100. [ ~M9~ti MASS MARKET ' V (S ® SHEET TITLE i; ® ^ SITE PLAN FOR REFERENCE ONLY I V '1'%CML DRAWINGS FOR SCOPE OF ® WORK sxEEr rwMam x; ® OVERALL SITE PLAN aDD P E 1 AO.1 S ® DEMOLITION NOTES Q DEMOUSH AND REMOVE EXISTING CONCRETE L I 02 DEMOUSH EXISTING CURB, \ I I LL 03 .;Fed REMOVE EXISTING TREE. Y 6 ® REMOVE EASTNG LANDSCAPE. MODIFY IRRIGATION AS NEEDED, SIT B 32 ps PROTECT N PLACE CASTING CURB, 5 7 I I © PROTECT IN PUCE EXISTING BUILDING r' O ❑ PROTECT IN PUCE EXISTING COLUMN. h 2 e A y ~ tol B INSTALL INLET PROTECTION PER DETAIL 5, SHEET C2.0. 0 k Z Il' J z CONTRACTOR TO REMOVE ONCE IMPROVEMENTS ARE COMPLETE. N O 1 5 Y ~,1 ,<d' 1 I n/I 9 V 5 i / J QU I ~1® oU 5 I VICINITY MAP ° 6 2 BEG ASHLAND, o OREGON Apt TA EG¢ - - - - I VICINITY MAP a I - - - - - - I NTS 4 - ETm z utD z lf- I - - - ENO 2 BEG 2 END 2~ I 7 7 5 2 BEG BEG 2 I EXISTING CHASE RANK Q SED BAG L0 H / AREA W MPROVEMENTS (V I®®®®®® ®®M BID ® Bj~ L. .3 mBOBm® MIS I®®®®®®®®®®®®® BOB ED I Imp ~N y 59' 6.4.0' 1 0.0, 4.2 - 01 L 0 Z 11UTI BiREET yp 0 Q Q 0 PF J 1 v=iwz I fr= Lu INDEX MAP a a a SCALE: 1' = W' Q N = 0 0 ~ Q~ "a ~JIMAINSTREET LEGEND APPROAMATE LINL UTAIT W W9RN DEMOLISH AND REMOVE CONCRETE eHERE SHOWN GRAPHIC SCALE IN FEET o° 9 1 2 a - + ,~M LANDSCAPE REMOVAL MODIFY IAPoCATCN AS NEEDED. EROSION CONTROL PLAN DEMOLITION PLAN SCALE CONCRETE SICEWAIN ARCMTEGN EAGINEER OF z' RECORD / EN PIMo AnMU- B m m g® PROPOSED LANDSCAPING. T a n ISE'll IS I MRS, m CBS mm mm So IGO' I CONSTRUCTION NOTES DEMOLISH AND REMOVE EXISTING CURB 0 ei s ~m4 o ~a 5.0' I SINSTALL UBGR CONCRETE SIDEWALK 'HISS 2500 PSI, PREPARE 0 29.00 TC 0 ^ i MITI 2982 FS O 9JBGAA➢E W1H NATIVE SOILS. UNLESS UNUSUAL 9JBGRADE 28.50 FS EASING SPOT ELEVATOR! o o " MATCH EX COVDITWS ME 06SERVEO, SUBGRAOE SHALL BE SCARIFIED AND RECOMPACTED TO 959 MAX DRY DEN97 BASED ON ASTIA /W EL 01557-07 TEST METHOD. CONCRETE TO MATCH EXISTING COLOR 8725F5 iSC PROPOSED SCOT ELEVATION rc Y Xd 0 28 4 6 d d AND FINISH 28 "my D I INSTALL CONCRETE CURB PER DETAIL 2, SHEET C2.0, W { rc D U-V EXISTING FLOW (DIRECTION AND SLOPE) ^ INSTALL LANDSCAPING. MODIFY IRRIGATION AS NEEDED. y° z 3 O RAMP, DOOR AND TURN LANDINGS NEED 2.05 MAX SLOPE IN ALL 5,0% PROPOSED FLOW (DIAECTON AND SLOPE) m t O j 1.4 24' D 29.82 FF DIIRECTWIS. 2848 TC 1 4 I I 4 INSTALL ACCESSIBLE PATH OF TRAVEL SIGN PER DETAIL 4, SHEET GRADE BREAK LINE ~O M n MATCH EX. Lo" 1.0' > D 81E 18% I O C2.0. DIRECTION PER PLAN. SINGLE POST SIGN RASE PER DETAIL ^ - p.y fVVV 3, STIEET C20. O INSTALL HANDRAILS PER DETAIL 1, SHEET C2.0. 6EG a p a a CONTRACTOR TO POUR PROPOSED SIDEWALK AROUND EXISTING 28,77 11 .28.81 F54.4' 28'80 FS 6 e D I O GENERAL NOTES B COLUMN SUPPORT CURB. 9 Ip (4 '4 m 4 D 2983 TC D Og INSTALL POST-MOUNTED AUTOMATIC DOOR ACTUATOR BUTTON. I, WHERE GRADES ARE AFFECTED, THE CONTRACTOR SHALL USE 209 29.71 FS MATCH E%. REFER TO ARCHITECTURAL PLANS FOR MORE INFWMATCN. A SIEVED. i AS NEEDED TO INSURE PROPER GRADES ARE sE FP 50 C ITNlSTP1L ONE 17 STEP. PAINT CONIAASTNC STRIPES ACHIEVED. x~h (2818 FS) D .,i MATCH EX 2 2, STRIPING SHALL BE COMPLETED PER THE REQUIREMENTS OF y III 9.24 TC 2926 TC (DPAK-CN-l1Gl~i W UCHi-ON-DARK) 2' MIN i0 4' MAX AND 1H CURRENT AER"ATWAL BUILDING CODE AS WELL AS MATCH EX. I IT 28.57 FS 28.59 FS O9 LACED NO I.IWE iNPN I' fllOM THE NOSE W TIE STEP AT ALL TREADS AND UPPER APPROACH. EXTEND FULL WAIN OF THE STEP. APPLICABLE E LOCAL OWES GRADES SHALL BE VERIFIED FOR REFER TO ARCHITECTURAL PLANS FAR MORE INFORMATION. uy 28.89 FS COMPLIANCE AT THE TIME OF CONSTRUCTION PRIOR TO <Ai rMR 28.80 FS / 10 CONTRACTOR TO BEVEL CONCRETE SIDEWALK PAVEMENT TO A STRIPING. T„:,~, mnns 28.80 TS ,,11 D I / MAXIMUM VERTICAL CIIANW OF 4 2 / O 3. THE 9TATA AND SCA SHALL FORIADD A9 NMEYYAPPLY T CABLE TO 4 ~p F r 11 INSTALL NAl10RAIL AT 6TAIfl6 PER DETAIL 6, SHEET C2.0, THE THE ACCESSIBILITY RU D ME SIGNAGE. RFOR ARCHITECTURAL ACCWE 59BNTY .Y7 S INCL MIT SET, ET. i+ SHEET 1NC1WE0 IN THE PERMIT S ] 5 6 ® DISTURBED AREA ON DEFER TO THE DATE T 5 AI 4. THE GENERAL CONTRACTOR SHALL VERIFY REPORT AND I11010I 1431IE0 WRPEANrt PRE POST CONSTRUCTION AND REPORT ANY dr ofit y W I 190 S.F. CONCRETE REMOVAL D COMPLETION. TO THE ARCHITECT ECi BEFORE START W WORK AND 230 S.F. CONCRETE REPLACEMENT AT EK AT CWPLETIXV. I \ qP'T 50 S.F. LANDSCAPE REMOVAL I J 10 S.F. LAND CAPE REPLACEMENT 5. ALL NEW CONSTRUCTION SHALL BE I4PoFlED TO BE IN NOT ACCESSIBILITY CCAN LWALLY ADOPTED 29.16 iC . 2 28.47 FS MATCH EX. 4852 MATCH EX. 12S 28.5fi FS I BASIS OF BEARINGS REGULATIONS. ANYTHING FOUND NOT IN N COMPLIANCE STALL BE 28.67 FS Z REPLACED AT THE CONTRACTOR'S EXPENSE. ALL SLOPES TO MAi[M MATCH E%. I BE MEASURED WTI A 24' SMART LEVEL. (2835 FS) 5.9' .6.3' 4.0 10.0' Faj ®MATCH EX>® 29 i7 TC HORIZONTAL AND VERTICAL COWOINATES WERE DERIVED FROM THE 6. IT IS ACKNOWLEDGED THAT THE IMPROVEMENTS SHOWN ON BAR OREGON COORDINATE REFERENCE SYSTE, fOC GRANTS PASS - THIS PLAN CONSIST W A LIMITED SCOPE OF MURK AND MAY 28.72 FS ASHLAND ZONE. THE OCR0 IS A REFERENCCE SYSTEM ADMINISTERED NOT BRING THE ENTIRE STE INTO FULL COMPLIANCE WITH D MATCH EX BY THE OREGON DEPARTMENT W TRANSPWTATON, KNOWN TO AMERICPIVS WITH DISABIUTES ACT GUIDELINES AND ANY OTHER SUB CENTIMETER ACCURACY. THE OURS IS ALSO THE BASIS W STALE SPECIFIC ACCESSIBILITY OWES. THE ENGINEER OF BEARING FOR THIS DRAWING. RECORD SHALL NOT BE HELD RESPONSIBLE FOR ANY FASTING CONDITIONS OUTSIDE W THE [DENT ED SCOPE OF WORK THAT VERTICAL COORDINATES RE NOT BROUGHT PoHINCOMPLIANCE. PROJECT INFORMATION BLOCK JORk 28769016 i~ DATE, D HORIZONTAL AND VERTICAL COORDINATES WERE OERHVED FRCM THE pAAVM DRA BY I 3MIg OREGON COORDINATE REFERENCE SYSTE, TOW) CAAN15 PASS ASHLAND ZONE. THE OCAD IS A REFERENCCE SSYSTEM ADMINISTERED CHECKEDBY.. dp BY THE OREGON DEPARTMENT OF THANS°ORTATION, KNOWN TO SUB CENTMETER ACCURACY. THE OURS IS ALSO THE BASIS OF A A Q D A A BEARING FOR THIS DRAWING. A'ApET MASS MARKET \ / L 1 ....THIEF 'III/\l\ c4 yA 1 Q~ o SITE PLAN I TI 1 GRAPHIC SCALE W FEET _ N a J O 1 2 4 SHEET NLOBER e f IMPROVEMENT PLAN SCALE 1 V-2' YNEN PAYIFD AT R4L 9ff (Mk4Y) i G~ > LL YM Lo ~o lx 00 on U HANDAAA TO BE 1 J* DIA, iz' BD1E: W ITI,, I,.. A52 GRADE 8 STEEL PIPE. I.SURED ALL ADA SIGIIAGE TO BE {URNISHED ® V IAMID INSTALLED BY CHASE SIGIAGE VENDOR. 8107. ~ OF.ECI¢4l p v USE APPROPRIATE AMOM TO INDICATE ACCESVKE PART OF TRAVEL USE WA'WCGUPUI'XC O4"SCON C.O. u1-EMS PTE-I049B. PIPE EMBEDMENT PE9 PRE-1SEC0. AIID RAE-16501 OR AP°ROIED EOVAL DETAIL HEREOI II. P NOTE: NIAIE (W1t£OIDPIZFD) 5111BC15 fl RM7E BACMG40MIA NOME: S'CNIS SHALL BE MOUNIFO SO TH Y DO NOT PROTECT PAM pA OF TRAMS IF ME SIGN PRO.ECTS INTO PAM CF MAVE4 R Ck0 CONCRETE pyB~ 4G1 SHALL BE MOUIMIED W/ BOTTOM ECE AT 60' MY /80( SURFACE ) wn ExRNaCx TO BE EW u TO rnE RY CFCUTA 91RTACE. mE M PFR MCC AII).I-2007 F-E -10.1 ~ 211 [61N5 OFPM FOR ® o RETFAR fF LLP FOLE ALL ALTERATIONS Wl LOr<L B.IDNC A-01. N ~p N PIPE EMBEDMENT (MIN. fi') ° I. SIGNS SHALL MOUNTED ON A POST PER DETAIL 3. MIL Q Z HANDRAIL AT STAIR DETAIL n ACCESSIBLE PATH SIGN n ® Q Q 0 N.T.S. N.T.S. y = W r N~ a N= I Q y BACK OF 3• DMA. Q SIDEWALK STEEL POST 4P GRAVEL FILLED CURB BACK OF CURB BAGS ARE INLET TCHILY STACKED CATCH BASIN -UND EVBFADE . SPILLWAY E ARLFDEAR ENGINEER OF 12'0 B FLE.- /e PROPOSED PROPOSE c SINGLE Post L. ~ I xANDRAIL HANDRAIL 'In ELAEIY a w~ CURB INLET T a a PROPOSED PONDINC &SDEWA-tX.0' 44 MIN I.0' HANDRAIL HEIGHT MIN MIN mlLLwnr SIGN BASE DETAIL ~"ll N.i.S q~q~~ p ' O 7 CATCH Vp IWT % FASTING CURB TO REMAIN EMST(NG CURB TO REMAIN- 44" BAS N m ° v ; MN ti 3 SECTION A-A [SOEWALK F d o 1 WHERE SN01ttN G 1 PROPOSED RAMP BO 5: HEIGHT PER 0 I/2' R I' R ,--PLAN 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET n r _MA EMSTING CURB TO REMAIN SEGMENTS, VHERE WATER CAN FORD AND ALLOW SEDIMENT TO N ASPHALT SpLN STEAL SEPARATE FROM RUNOFF. 2 GRAVEL SAG MATERIAL: POLYPROPYLENE, POLYEMriENE OR POLIUIDE 2 WOVEN FABRIC, MINIMUM UMT NEIFNT 4 CUT- PER 50UARE YARD, HANDRAIL PIPE EMBEDMENT Y - HANDRAIL PIPE EMBEDMENT w^0 MULLEN BURST STRENGTH EXCEEDING 700 PSI AND ULTRAVIOLET PFA DETAIL HERL~Y PER DETAIL HEREON STASRITY EXCEEDING 70,5 w { :L:: Y n A' / I GRAVEL BAG SMALL BE FILLED VAIN 3/4• ROCK OR 1/4• PEA GRAVEL 4. PLACE SEVERAL LAYERS OF SAND BAGS 12' MINIMUM NGH SUBGRADE ( COMPACTION PEA OVERLAPPING ME BAGS AND PACKING THEM TIGHTLY TOGETHER. PLAN 7 R 5. LEAVE GAP OF ONE BAG CN ME TOP ROW TO SERVE AS A SPILLWAY. 6. PLACE FILTER FABRIC EVER W AE MESH. FILTER FABRIC SHALL BE NOTES: III MANUFACTURED FROM UV RESISTANT PCLYPROPVTENE. NYLON, POLYESTER, OR ETHYLENE FABRIC W1M AN EQUIVALENT OPEIING SIZE I. CONCRETE SHALL BE 25M PSI. NOT GREATER THAN 20 SEVE AND MM A MINIMUM FLOW RATE OF 40 2. ISOLATION JOINTS SHALL BE PLACED ONLY AS SPECIFIED SECTIONA-A OALLONS/M41UTE/Sj. FT. 3. CONTRACTOR JOINTS CONSISTING OF 1' DEEP SCORES SHALL BE ISSUE DATE EEEcRP-' N.T.S. 7. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM PLACED AT 15' INTERVALS D.C. - I66UEDFOPPEAMIT EVENT. SEDIMENT AND IiRM MUST BE REMOVED FROM THE 4. WHERE A WAIL( IS ADJACENT TO ME CURB ME JOINTS SHALL ABCN, TRAVELED WAY IMMEDIATELY. WM JOINTS IN ME WAIL(. CURB INLET SEDIMENT BARRIER n CONCRETE CURB n N.T.S, ~ N.LS. L MRECTON OF HANDRAR TO BE 1 1' O.D. E%lEN9ON PER PLAN A52 GRADE B STEEL PIPE. H DIRECTION OF lZ' Ex1ETVSON PER PLAIT PROJECT INFORMATION BLOCK ~ E227-73 EXTENSO7 SHALL RETURN TO DATE. 11-201 GUARD RAIL POST ¢ OY. LOe m ORAMM CHECAEOBK: JP GUIDE RAIL Nf Z L .P W- pia ME NdASSTAARKET GUIDE RAIL /C~\~\~~CV V~~l\/' < ~G o SHEET TIRE i✓Ti\i.~~~!\i~ry\\ AFAR PIPE E~Er LENEREOONN DETAILS V. 1. EMBED 2-1/4'e STEEL PIPE SLEEVE 6' DEEP IN CONCRETE. SET POSTS IN SrWurrr. EU,R HIGH STRENGTH GROUT INSIDE SLEEVE PIPE 2. GRIND ALL JOINTS SMOOTH. ° EMBEDMENT 3. CONCRETE SUPPORTING PIPE IS TO HAVE B' MINIMUM SLAB THICKNESS (MIN. 6') 4. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL HANDRAIL REQUIREMENTS. C2.0 TYPICAL HANDRAIL DETAIL N.T3. Convention Description Arrsa'av 36 di b sh ,r9 E gxsh.-Ih 1. WHEN PARING SPACES ME DARNEL WIN UNES, WME! MGSUREMICITS OF PASO RIG SPACES AND ACCESS AISLES EHAM BE IN ONAIL bHh U ' spaxiwd) MACE' FROM THE W ER NE OF THE MARKNGS 1 OF FULL LENGTH OF 915 ab thM del ds(m AREA TO BE MANNED VVV~~~' ACCESIEFILI SEE VEHICLE PULL -UP SPACE mxR I k Mb mke specified) IXCFPTIdl: WHERE PARKING SPACES OR ACCESS LASES AAE HOT ADJACENT TO ANOTHER PAAKWO SPACE OR ACCESS AISLE, COAMUNCARON 2 9H MINIIAVM l l a MEA9IREAV IS SHALL BE PERNITTED TO NCUIE THE FULL WOTH OF ME UNE OEFNNG EE PARANO SPACE OR ACCESS ACCESS AISLE 6 bete, the ITo N9E. ONLY ELEMENTS AND Cot NECTS DIRECTL O I AME. WE BACKGROUND 2 CAR PAN(N0 SPACES SHALL RE 96 INCHES WOE MMNUM AND VAN PARING SPACES SHALL BE 132 INCHES WOE WIISMU FEANAES DETAIL WAB LINE J 150 = AN ACCESSIBLE TE -fff- I— d'nn N k ab moazmemenH WHITE Bekemxm FOR MORE _ li- _ Q~VAN PA RING SPACES SHALL BE PERMITTED N BE 96 INCHES WOE MNMMN WHERE ME ACCESS Is 96 1950 FOR 3336 EMBLEM MUST BE INCHES WBE uIMMI.M. O j H dN_aa Sllmiug _x, rvxM1 - F ~ p. 10 840915 mbthnummax'pnOm = C~ jp < LOCATED IN STALL J. ACCESS AISLES SFRMNC PAAN'!G SPACES SHALL ADJOIN NI ACCESSBIE ROUTE. TWO P ACES SHALL BE PERWTTED VAN ACCESSIBLE - L J O < M `m 0 TEAT i S TO SHARE A COMMON ACCESS AISLE SIGN %0 min mrInl- - BY A 4. ACCESS AI S SHALL BE MAGEO W AS RE dSCWRAGE PARKING N NN. p -I EE TFFM N: TRAFFI 5. ACCESS Alts SHALL IIOT OVERLAP THE VEHCUUA WAY. ACCESS ALL BE PEIHMIIED TO BE PLACES ON BNFA - 1 -~1 c f I u J max maxxnum O - ENFINiCEMEN SIDE OF THE PARKING SPACE EXCEPT FOR ANGLES VAN PAm0NG WHICH SHALL HAI ACCESS AISLES LOCATED ON H D ME PASSETCER SCE OF THE PAJWNG SPACES e > grealeelhan - OFFICER WHEN A 6. NO SURFACES SHALL BE STABLE, FIRM AND SUP STAIR. ACCESS AISLES SFxM BE AT NE SAME LEVEL AS THE ~ l i E m Z I 2 g":::2, or equalto VEHICLE IS pA U PACES 1H EA . CHANCES IN E NOT PERMTTED. 4GPES SHALL 140T BE GREATER SINN f:48. _ PROPERLY PARKED 7. PATTING FR t SANG vEMCLIAR ROUTES SERMIIG THEM s1ALL PROVAE A VMTCAL 2' STEEL POST C kss than IN THE SPACE CLEARANCE OF aU t less than Prequel la (\!II (CENTERED AT 0 FARMING SPACE NCO IS SHALL INCLUDE THE MTERNATdU1 SIWBCI OF ACESSOATTY. SGIS S1A11 BE 60 FINISHED GROUND ` Ica ENTRANCE TO INCHES MIWMUW A It OR ORGL O SURFACE MEASURED TO THE BOTTOM OF THE SIM J QI I , bwedary of <tar floor spaxe or PAOPCQIG+S- 9, PARgNC SPAC D 1 A6 LL BE DE9GNF➢ 10 THAI CHAS AND VANS, WHEN PARKED CANNOT ~S1kICr THE / V_ waMGCkamaxe 132 min ~60 min 86 min s~ta.~rAm STALL RECUR Ac ROUES uMerf a flECOMMENDED.) 0' MIIIIMUM NOTES: 1. PASSENGER DROP-OFF AND ING ZONES L PROVIDE A VEHICULAR Ltd = 3SSS 152d 2B6 T1nAE PA%NNO Oxm lemaMH ku3A U -UP SPA 95 DE MINIMUM MID FEET MINIMUM. LOT P LL permmed elemenlor bseala..mo van car INTO 11 ml~ rv E OVFR ~ 2 ACCESS AISIESHALL D INCITE I AN ACCESSIBLE ROD ANDLSHALL NOT OVERLAP ~ O v d'aexkn of Uavel ore h 181050 THE VEHICULAR WAY (n V pPrmr 61 T075 .l J. ACCESS AISLES SH BE MARKED SO AS TO DISCWR E PARKING IN THEM. 76 TO too 4 STEEL SIGN _ JJ evn0, Mor, cePmg oraNerekmeN -NOT RE BY 2010 AOA sTAl10ARp5 1m 10150 5 POST ANCHOR 4. GROU 0 SURFACES ALL BE STABLE, FIRM AND SUP A STATT, ACCESS O Y xutH SeTToa Orp4n I5I N SW 6 ISLES SHALL B T THE SAME LEVEL AS THE PARKING CES THEY SERVE. ANSI AI17.1-2009: INDIVIDUAL MI T xp 7 CHANCES IN L ARE NOT PERMITTED, SLOPES STALL NOT GREATER THAN i - ehyhE;hMd,k ,ti, TALES OR MUNICIPALITIES MIGHT REWIRE I:¢B I f J efeva6on orphn AT ACCESSIBLE PARKING STALLS VERIFY 1-01 To Sea 9 1~. SIGN 70 BE CENTERED AT THE INTERIOR 5. 1:VEHICLE 48. P -UP SPACE, ACCESS AISLES SERVING THEM, AND A ICUUR REQUIREMENTS FOR SIZE AND COLORS IWt501 To Mx* 1PElmx1 FOOF To- RCA Z. END WCFM APARK] REA AREA O O SIGN SPACE. 70 BE VERIFIED ROUTE AN ENTRANCE TO THE PASSENGER LEADING ZONE, FROM THE K" t FOR EA km 0xw Sa CH " bxalbn xene P(elemenl, xOnUOl or IOU mER 1000 PASS ER LOADING ZONE TO A VEHICULAR EXIT SHALL PROVIDE A TCAL n Ie.- MUIII"VN AC CR STATE. CLE ANCE Of 114INCHES MINIMUM, AN PAax FOR My Sa to FAADMN of O. D DESIGNATE VAN ALCE59ALE' NNEN AECESSBIf P- pACESq AT LEAST &F SHALL W APPROPRIATE. BTA 17 dMAIOCOfh13DDNPoAF1dEE8 13 l1R A VMFAtt6YA SPACE. 4, MINIMUM FINE SIGNAGE- PAEBDBI LOADLD N15 - I-1ai2 wa AfRS9B.E REQUIREMENT WN EACH MUNI TY OR - rs 50l ~ R!LB STATE' &Y 610/17{IB cu~'slms Owe Be 36 min L C~UR•B RAMPS AND THE FLARED SIDES RB NOTES ~~yy 36 min p 915 RAMPS SHALL BE LOCATED SO THEY DO DOMINANT DIRECTION VERIFY ALL ATM DIMENSIONS N1 ® W NOT PROJECT INTO VE/ll TRAFFIC LANES, OF TRAVEL FINAL BANK APPROVED 515 m slape Z% Orly PARKING SPACES, KING ACCESS AISLE MANUFACTURERS DRAWINGS FORE dUeslion LUNG DIMENSION a~pppp CURB RAMP ARKED CROSSINGS SHALL BE PERPENDICULAR i0 CONSTRUCTION. Ad/ WH TAINED WIN THE MARKINGS, pOMINANT pIRECTOJ CF a IF BINS AAE FRONDED F pB O ENVELOPES, WASTE PA OR OTHER ® 19 red DING ANY FLAREDNISLOES. TRAVEL PURPOSES AT LEAST YE TO COMPLY CV side E ° DIAGONAL OR CORNER TYPE CURB RAMPS WITH as slope V m RETURNED CURBS 0R OTHER WELL-OEFlMED W1N 871-STORAGE ~M I" n u E N EDGES SHALL HAVE THE EDGES PARALLEL TO THE VImax Ox R I E DIRECTION OF PEDESTRIAN FLOW, THE BOTTOM OF a PE ~6 Z DIAGONAL RB RAMPS SHALL HAVE A CLEAR 11 36 min SPACE 48 INCHES MINIM M OUT51DE ACT ¢N Z 915 TRAFFIC LANES OF TIE ROADWAY. DIAGONAL ELONGATED OPENWGS W BOOR DR GROUND SURFACES ® Q O slope slope CURB RAMPS PROVIDED AT MARKED CROSSINGS Ef M CC -1 SHALL PROVIDE THE 48 INCHES MINIMUM CLEAR %mat " J G SPACE WTHIN THE MARKINGS. DIAGONAL CURB DJ u I p I/z = 0 ~ 91 IS max errcc_nol r An N .C RAMPS &N FLARED SUES SHALL HA A VE Z SIDES AT CURB RAMPS SEGMENT OF CURB 24 INCHES LONG MINIMUM - - IV0 CUT THRU ISLAND ? LOCATED 0.'I EACH SIDE O THE CURB RAMP AND 6.4 P' at J WITHIN THE MARKED CROSSING. ~ 24 min 3. COUNTER SLOPES OF JOINING OTTERS AND CARPET PILE HEIGHT BEVELED CHANGE IN LEVEL VFRTICN CHANCE IN LFtfl 1. 402/707.1 ACCESSIBLIP1 Q N = ROAD SURFACES IMAi61AlELY ADJACENT TO THE OOSSdYW H RAMPS SHALL NOT BE STEEPER THAN 1:20 2. 309 0732 CLEAR FL CURB (IaRdssape retaiCing max slope 2%ary 6 THE 10 CHANCES IN LEVEL GREATER THAN 1/2' STALL BE RAMPED. J. 707.4 PRIV 307.4 PR/3ACY09 OPERAB PARTS Q Q ! AOIACE14T SURFACES AT TRAN9Ta75 AT 4, curb as Teri d) dlretlbR CURB RAMPS TO WALKS. GUTTERS, AND STREETS 5. 707,5 SPEECH WTP Ie~ It SHALL BE AT THE SAME LEVEL 6. 707,5,1 COIPLYIN USER CONTROLS i 4. WHERE PROVIDED, CURB RAMPS FLARES SHALL 7, 707.5,2 AECaP NOTES, NOT BE STEEPER NAN 1 1 . :10 F B. 707,6.1 INPUT ONTROL U 1. MOOR AND GROUND SURFACES SHALL BE STABLE FIRM AND SLIP RESISTANT. 9, 707,6.2 NU IC KEYS vea N.ax slope 5. LANDINGS SHALL BE PROVIDED AT THE TOPS OF 2. CARPET OR CARPET TILE SHALL BE SECUFLY ATTACHED AND SHALL HAVE A FIRM 10. 707.6.3 CTION KEYS CURB RAMPS. TIE LANDING CLEAR LENGTH SHALL CUSHION, PAD, CR BACKING OR NO CUSHION OR PAD, CARPET OR CARPET TILE 11. 7077 G LAY SCREEN x SHALL HAVE A LEVEL LOOP, TEXTU RED LOOP, LEVEL CUT PILE, OR LEVEL 12. 707.7 CHARACTERUi/UNCUT PILE TEXTURE, EXPOSED EDGES OF CARPET SHALL BE FASTENED TO 13. 707 BRAILLE INSTUCTIONS NOOK SVAFACES ANO SHALL HAVE TRIM IN TIE ENTIRE LENGTH O THE EXPOSD 14.7 .7 TWO-WAY LOMMUNICATOI SYSTEM EDGE. CARPET TRIM SHALL COMPLY WITH CHANGES IN LEVEL. 6 in 72 maX t2I9 late CURB RAMP AT ISLAND CURB RAMPS, RAMP FlARES STALL BE DIAGONAL DA MINER TYPE CURB RAMPS PROVIDED ANO SHA BE SLEEPER THAN 60 € preferred 16 ttFD 1525) T12. 6 PLOOIILRtlgl4D BURAQ3/CFWDBNIRB AIM MACIfEE x Mrs H SEE RAMP DETAIL FOR MORE INFOiMATON rs x1/wx 701/707 REGDHITEC RB NENOBIEFR OF ~ AEV fi-I0 Ac'I fi-10 1 6 AEV 6-10 El 16 20 max >20-25 max 4 max ® Stantec xxxa~ Ial ~ i Imo;'/ Ax hI1BGMBNG. c L-----1 ii ~ x JE h-F 104A min IE " Td. IJU)41JGS ft [f~AR BOON LR (ROUND SPACE _I / w„nna'scmm NOTES.- I. DOORS ARE NOT PERMITTED TO SAING INTO CLEAR FLOOR SPACE 2. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR CU GROUND SPACE SHALL COMPLY x m WHERE A HIGH FORWARD REACH IS OVER AN Copyright Reserved ALL EXTEND WIN FLOOR M40 GROUND SURFACES (DETAIL 6) AND CHANGES IN LEVEL ARE NOT E. x x DNC88iM1G7E0 FdRWARO OBSTRUCTION, THE CLEAR FLOOR SPACE NOT LESS THA PERMITTED. fi0 min BENEATH THE ELEMENT FOR A DISTANCE NOT LESS NN SEE SEE AND VIDE REACH 1..„ - - THE REQUIRED REACH DEPTH OVER THE W9IRUCTOJ. AO min_ PROTRUDING PROTRUDING .11 OBJECTS OBJECTS T X ° 4B5RUCEB HIGH FORWARD REAGI ms n. nx mr ,rr.J, FOR E REQUIRED CLEARANCES LIMITS CE PR07RI~NG OB.EC15 " x x SEAL 24 m'n L I R VERTICAL CLEARANCES l - 1. fi03 OF OF ALL PUBUC EN1A CCE598tE, elo E ; E „ x E B x E 8 2 Ac sNe E PA ES SHALL a oT L SS NACU ONE ACCESSIBLE I MEANS OF EGRESS. EXCEPTION ACCESSIBLE A NS OF EGRESS ARE NOT REWIRED n - m IN ALTERATIONS TO FONGS. \ Se m n I. OOOA CLOSERS AND p00R STOPS SHALL BE PMixflllEO TO BE 7 ONES MINIMUM 3. ENTRANCES TO BUIMXINCSRNO FA UILCILITIES THAT AR,. ACCE59BLE AND USABLE BY DOPE THE FINISH FLOOR OR GROUND IN VERTICAL CLEAR PERSONS WEN CIS IL' MALL BE IDENTIFIED W1 A MINIMUM OF ONE 12m 71 12 min 2 PftONUDINC OBJECTS SHALL NOT REDUCE THE CLEAR REWIRED FOR 1 INTERNATIONAL SPAN OF ACCESSIBILITY AND WITH ITIONAL DIRECTIONAL SIGNS. r1 ACCE59BLE ROUTES. EXCEPTIOL HANDRAILS SHALL PERMITTED TO PROTRUDE 12 max 1 10 max 10 max _LT. 24 max f UTIUZING THE SYMB AT JUNCTIONS WHERE THE ACCE BILE ROUTE OF TRAVEL DIVERGES 4-1/2° MAXIMUM. 1sAOAn xoA € e pp9i MONIED IBECT9 { DIVERGES FROM REGULAR CIRWLA .E E, PAIN, TO BE SEE TO PARSONS CIRCULAR TURNING SPACE T-SHAPFII TURNING SPAtF OBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH FIGHT A"." ! ALONG AVE ING OL SIGN AGE WHILH E NOT ACCESSIBLE . UN I. THE SLOPING PORTIONS O HANDRAIL SING STAIRS AND RAMPS (AEDVEEN THE 6 v []!jI SHALL HAVE ECTONA SCNAGE GE WHICH INDICATES THE COCA 4 1 OF AND ROUTE 1 I. UNLESS OTHERWISE SPECIFIED, DOORS SHALL BE PERMITTED N %1NG INTO TURNING TOP AND BOTTOM RISER OF STAN D ABOVE THE RAMP RUN) SHALL NOT BE TO THE NE EST ACCESSIBLE ENTRANCE. SPACES REWIRED W COMPLY, If 4 max 4 max 16.~A 6LEAR fLWA OR GROUND SPACE SHALL BE PROVIDED. 4. MAT CAR TING MUST BE SEW RELY ANCHORED TO FLOOR OR AE D INTO DOOR 2 EACH ARM OF THE T-NIAPED SPACE SHALL BE GLEAN OF CBSTHUCTO43 12 INCHES 2 GUARDRAILS W OTHER ERS SHALL BE PRONGED WHERE THE VERTICAL W rmUnsN IPxsry 2. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE Of THE REACH RANGES LANOIN . MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 aEARAIICE IS LESS BO INCHES HIGH. THE LEADING EDGE OF SUCH RAILS OR 12 3. OPERABLE PARTS STALL BE OPERABLE WTH ONE HAND AND SHALL NOT REWIRE BE 5 IF THE WRIST. THE FORCE REWIRED TO INCHES MIN MUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE BMRIFR STALL OCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR E ° s s TIGHT GRASPING, PITCHING. CU TASTING CLEARANCE ONLY AT THE END OF EITHER THE BASE OR ONE ARM. GR IND. A ACTIVATE OPERABLE PARTS STALL BE 6 POUNDS MAXIMUM. ENOBYNDDIRBOTKWLO]8 15 RBID 81ACEICIEW FLOOR GT ORGMD APACE 11 OB.E ADA9iDOALOLEAAANC® 3 WAC41 RAAxl® SSUE DATE CESORIPTION NTS Nxl/207/218 - w4 - JN POST-MOJ141ED PRO7PUONG OB.EC15 - 11-7 -UETFOR PER- REV 6-10 A 16 REV 6-10 7 6 0 Jl REV 6-1 0 Zl 16 24 mat 2 O O O O top diameter of 1. T LEA BT ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACC SeLE r19 48 m'n E g H 0 B ° c 450,91 UTES, ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE AE ED ON THE SAME S EXCEP]LQN;, AN ACCESSIBLE ROUTE SHALL NOT BE REWIRED BETWE CCESSIBLE E N O O Op base d'ametergf BUILD GS, ACCESSIBLE FACILITIES, ACCE59BLE ELEMENTS, AND ACCES98 SPACES IF THE ONLY c A09.1.4 02 MEANS ACCESS BETWEEN THEM IS A VEHICULAR WAY NOT PROVIDIN PEDESTRIAN ACCESS, cy{I-. .-d#-$II J j 4B m1 48 2. ACCESSHBL ROUTES SHALL CONSIST OF ONE CH MORE OF THE FOUL NG COMPONENTS; E a E. F1' WALKING W ACES WITH A SLOPE NOT STEEPER THAN 1:20, DOOR AND DOORWAYS, RAMPS, O O OG ¢ s (A) ELEVATION ( GED) s CURB RAMPS CLUDING THE FLARED SIDES, ELEVATORS. AND P ORM UFTS. 6max ; =-25 n 30 min 3. REVOLVING DO REVOLVING GATES AND TURNSTILES MALL T BE APART OF AN ACCESSIBLE U. (a) rss 3) AFAR FLOOR SPACE FORWARD APPROACH E 1.82,4 AG E PLAN 4. ACCESSIBLE ROUTES PILL COMPLY MITI FLOOR AND GR D SURFACES. 5. ACCESSIBLE ROUTES L COMPLY WITH CHANGES IN ale ban plan E 6. NE RUNNING ROPE OF LKING SURFACES SHALL N BE STEEPER THAN 1:20. THE CROSS »A PROJECT INFORMATION BLOCK E((p [WHERE IIJSTAL IN A RADIAL PATTERN, UNCAlEO DOMES SHALL SLOPE DF A WAWNG SLUR CE SHALL NOT BE SITE THAN 1:40 AmN ` nD69Ji HAVE A CENTER- -CENTER SPACING 1,6° MIN TO 2.4' MAX 7. AN ACCE59ALE RW1E' IT' CLEAR WIDTH LES AN 60 INCHES SHALL PROVIDE PASSING I c rvA o ^ K a CBE SPACES AT INTERVALS OF 200 ET MAXIMUM. S9NO SPACES SHALL BE EITHER A 60 INCH E K nI110 N DETEGTAALE WARNWG4 _ MINIMUM BY ED INCH MINIMUM NIERSECnO4 OF TWO WALKING SURFACES THAT ° OAI'nI BY . R SI ANDS OR 1' PROVIDE A T-SHAPED TURNING 5 NC TURNING SPACE PROVIDED THE BASE AND c e y Ec%E097. Y4 IIEN$ DETECTABLE WARN) T DOUS Yf~MUTH O AREAS SHALL BE _ E ° ~1~^ 60 min ARMS OF THE T-SHAPED SPACE CHES MINIMUM BEYOND THE INTERSECTION, T~ I A N c ~ r Isle 'Co. 24 INCHES IN DEPTH ANO SN THE CULL RIDN OF THE CROSSING e. EMPLOYEE NDRK AREAS: COMM ON PANS WITHIN EMPLOYEE WORK AREAS 36 DEAN CURB RAMPS, ISLANDS Oft S 1 min 2. STANDARDIZATION' DETECT L FACES SHALL BE STANDARD WITHIN SHALL BE ACCESSIBLE ROUTES. ON USE CIRCULATION PATHS, LOCATED N7THIN nr U MASS MARKET A BUILDING FACILITY, SITE UINING, AT INTERIOR LOCATIONS EMPLOYEE WORK AREAS THAT SQUARE FEET IN SZE AND DEFINED BY t PERMANENTLY INSTALLED PARTIT S, COON ,CASEWORK OR FURNISHINGS, SHALL NOT BE ADDITION . M APPR AL EL AE RQA CALAS CLEARANCE DELECTABLE WARNING SURF ES SHALL 01 FAOId ADJOINING WALKING REWIRED TO BE ACCESSIBLE TES. OR COJ USE CIRCULATION PANS, LOCATED'MTHIN 25m FOR FORWARD A SHEEP 11ilE SURFACES IN AEJUENCY SOUND-ON-C CONTACT. EMPLOYEE WORK AREAS, TH ARE AN INTEGRAL ONIPONENT OF EQUIPMENT SHALL NOT BE 11 min J. EMGtMdFJQ` TRUNCA DOMES SHALL BE ALI ED IN A SQUARE GRID REWIRED TO BE ACCES LE ROUTES. OR, COMMO USE CIRCULATION PATHS LOCATED WITHIN a NOTES, TERN. EXTERIOR EMPLOYEE WI} AREAS THAT ARE ILLY E SEO TO THE µEANER,SHALL NOT BE ta) s (b) 1. FLOOR SURFACES OF A C R FLOOR SPACE SHALL H A SLOPE NOT STEEPER . . CONTRAST, DETECT E WARNING SURFACES SHALL ONTRAST VISUALLY RIN elev r, plan THAT 1:40 AND STALL PLY TWIN ROCR SURFACES REWIRED TO BE ACC BEE ROUTES 2. UNLESS OTHERWS Su IFlEO, CLEAR NOOK SPACE HALL E 4 PERMITTED TO INCLUDE ACCESSIBILITY ADJACENT SURF EITHER UGH-ON-DARK OR DAR ON-LIGHT. 9, MULTIEVEI BOLDIN AT LEAST ONE ACCESSIBLE ROUTE ALL CONNECT EACH ACCESSIBLE KNEE AND TOE CIE ANCE. 5. TALLAII OF TRUNCATED WUCT N97H PATTERN LEVEL, INCLUDING RANINE$ IN MULTILEVEL BUILDINGS AN ACLITES, LADIES. DETAILS TALLA TVE AND UTILIZE MANUFAC ER'S TRAINED AND ACCESSIBLE A SHALL NOT BE REWIRED TO STOVES AND ZZANINESXABOVE AND BELOW 7, µ'HERE s° BENEATH AN ELEMENT 15 INCLUDED AS PAR OF CLEAR FLOOR 3, UNLESS OTHERMS SPECFlED, THE CLEAR FLOO2 ELEME SHALL E POSITIONED FOR MANUFACN 'S AEPRESENTA CERTIFIED STALLERS FOR PROPER INSTALLATION ON GONG AND ASPHALT ACCESSIBLE IS THAT HAVE AN AGGREGATE AREA OF NOT M THAN 3,000 SQUARE FEET, SPACE AN ELEMENT, CLEARANCE AT AN ELEMENT, OR A RNING SPACE FINER FOR1 W PARALLEL APPROACH i0 AN LNENi. t 42 min -ill 36 rain 36 min 4. ONE ILL. UI BTAUCIED SLOE O NE CLEAR ROOK SPACE SHAD ADJOIN OR SURFA THIS EXCEP SHALL NOT APPLY 70 MULTIPLE TENANT FACILITIES GROUP M OCCUPANCIES ILL x Ix THE S CE SHALL COMPLY WITH KNEE AND TOE CLEARANCE R IREMENTS. OVERLAP ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR CE. SHEET NUMBER A. - TIENCE PR TO CONTAINI FIVE OR MORE TENANT SPAGES.(IBC SECTION 1140.4) r lost 1 A001 AL SPACE BEYOND KNEE AND TOE CLEARANCE SHALL a EMITTED 5. IF A GEE FLCK x SPACE IS IN AN ALCOVE OR ONERWSE CONFINED ALL OR PAR E INS TION. B AN ELEMENTS. i X" B X <48 OF 1H SIDES, ADD RANCE IN MANEUVERING CLEARANCES COMPLYING NISI ,L Oe2 AOCEOSIOLE MAN RING CLEARANCE IN ALCOVE. HOMES Dg 40 TOE OEAkXE OLF/D ROGI SPACE HL OEIECTAB.E WRI'li RACW AB IEW®BY IOC/NB AI/J 'tlN 111E w1 LB 18O OEtliEF 11laN Kell DEGREE NRU (EXCEPTOII ,sab X15 .ws - NR Pfl 5-08/09 7 8 PEV 6-10 n 6 REV a-IO 7 f NOTES, RARY clear IT... L FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND MSIOLE ALARMS COMPLYING WITH NFPA 72 (1999 OR 2002 EDITION) EXCEPT THAT THE MAXIMUM ALLOWABLE SOUND LEVEL W AUDIBLE NOTIFICATION APPLIANCES COMPLYING WITH SECTION 4-3.2.1 OF NFPA 72 (19999 EDITION) SHALL HAVE A SOUND LEVEL NO MORE THAT area I ITODB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPUANCE Ln- 2 MERE BON VISUAL AND TACTILE CHARACTERS ARE REWIRED, WHETHER OH SIGN WITH BON VISUAL AND TACTILE CHARACTERS, OR TWO SEPARATE SIGNS, ONE WITH VISUAL, j 18 min AND ONE WITH TACTILE CHARACTERS, SHALL BE PROVIDED. J 0 45' @ j ❑ 3. RAISED CHARACTERS SHALL BE 1/32 INCH MINIMUM ABOVE HEIR BACKGROUND. I._ W Z 0 w I E G 4. CHARACTERS SHALL BE SANS SERIF. CHARACTERS SHALL NOT BE ITAUC, OBLIQUE, SCRIP, HIGHLY DECORATIVE OR OF OTHER UNUSUAL FORMS. w on I m ' 5CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 55 PERCENT MINIMUM AND 110 PERCENT MAXIMUM W THE HEIGHT OF THE la characters IV ~ UPPERCASE LETTER '1. Q % J 6. CARACTER HEIGHT MEASURED VERTICALLY FOUR THE BASELINE OF THE CHARACTER SHALL BE 5/8 INCH MINIMUM RIND 2 INCHES MAXIMUM BASED ON NE HEIGHT OF THE LO Zo ME not UPPERCASE LETTER 'f. EXCEPTI0.4; WHERE SEPARATE RATSEO AND VISUAL CHARACTERS WITH THE SAME INFORMATION ARE PROVIDED, RAISED CHARACTER HEIGHT SHALL BE L 1N1}BRNARdMAL INTEANATIOJAf Vd PERMITTED TO BE 1/2 INCH MINIMUM Picc9em y Cd41RINXMAMQI L Flew in SYMBOL OF THY SIAOKE THICKNESS W NE UPPERCASE LE11Ei 'I' SHALL BE IS PERCEIi MA%UMUM W THE HECHT W THE CHARACTER, LWATIW CF TAClllf $(PypNE SYMBOL OF ACCESS o ig I LOCATION AT 000R5 AC!'F599UTY FOR NEARING LOSS B. CHARACTER SA STALL BE MEASURED BETWEEN THE 1 CLOSEST POINTS ADJACENT RAISED CHARACTERS WITHIN A MESSAGE, MEHOAR SPACES, WHERE {1 IJ (n STROKE FRS HAVE VE RECTANGULAR CRO SS SECTIONS, S, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS SHALL E i INCH ERMINIMUM S SHALL AND D 4 4 TIMES THE RAISED CHARACTER / U QUID CHARACTERS HAVE OTHER CROSS SECTIONS, NS, S, SPACING BETWEEN INDIVIDUAL RAISED CHARACTERS STALL BE I/I6 INCH MINIMUM AND 4 4 TIMES THE A : O HEIGHT OF TACTILE CHARACTERS ABOVE m PICTOGRAM FIELD STROKE CHARACTER MAXIMUM. MERE CROSS LARA AT ME BASE E ARCR CROSS SECTIONS ,AND INCH MINIMUM AND 4 TIME THE RAISED CHARACTER STROKE WIDTH MAXIMUM M AT - J ~n HNI1/8 SHED FLOOR OR GROUND HEIGHT OF RAISED CHARACTERS RAISED COF ER STROKE E WIDTH MAXIMUM THE OF iW THE CROSS SECTIONS. CHAAA RATE SHALL BE SEPARATED FROM RAISED BORDERS RS RS AND DECORATIVE ELEMENTS 3/0' MINIMUM. O V d'stance beNlaen dish hoheen data AREA OF IN, SPACING BEIWEEV THE BASUNES IF SEPARATE CLERSUNES OF RAISED CHARACTERS WITHIN A MESSAGE STALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE RAISED ~.I m Q tDRespond ng dots TT- 'n the same cell (J E BRAILLE DIMENSIONS-TABLE 70343 MSrAI- CHARACTER HEIGHT-TABLE 7031A CHARACTER HEIGHT, f0. BRAILLE SHALL BE CONTRACTED (GRADE 2). U In adjacent cells rASIIavENr 'Rw pl graft N-L AEDIE naaR To BASE _UN_ .1- 11. BRAILLE DOTS SHALL HAYS A DOMED OR ROUNDED SHAPE AND SHALL COMPLY WITH ANSI TABLE 703.4.3. NE INDICATION OF AN UPPERCASE LETTER OR LETTERS SHALL ONLY BE L- J Q angle braBle Ru:cT ux u m Hops u E of aARAOIW DSTAKCE r A r USED BEFORE NE FIRST WORK OF SENTENCES, PROPER NOUNS AND NAMES, INDIVIDUAL LETTERS OF THE ALPHABET, INITIALS, AND ACRONYMS. LLM = dlslarVIe beNleen dots ® 46 tell WT BASE dAYElE4 v a0. (Nev.) a N'aEt TO MSS THAN OR LESS IHAN6 RET S/a Ma 12. BRAILLE STALL BE POSITIONED BELOW THE CORRESPONDING TEXT, IF TEXT IS MULTI-UNED, BRAILLE SHALL BE PLACED BELOW THE ENTIRE TEXT. BRAILLE SHALL BE SEPAR ATED Q U In the same call ® 0 ® 0 0 iD EQUAL TO 741NOIES FSEr 3 INCH MINIMUM FORM RAISED BORDERS AND DECORATIVE ELEMENT. EACE2JEM_ BRAILLE PROVIDED ON ELEVATOR CAR CONTROLS SHALL BE SEPARATED 3/16 INCH MINIMUM 0.ro! (1.600) AND gFAI[R s/0. INa MU51/e _...P [F /8 spate AND SHALL BE LOCATED FINER DIRECTLY BELOW OR ADJACENT TO THE CORRESPONDING RAISED CHARACTERS OR SYMBOLS ~ 0 0 0 0 0 blank cell WsTAN6E DcrxEpr~oors m me 0- (1. aEATU distance beNlaep * To :MM) a MEWNC aa.- e HET 13. TACTILE CHARACTERS FOR ELEVATORS SHALL NOT HE REQUIRED TO BE yj bebveen vmNS PROVIDED LOCATED BETWEEN 40 INCHES AND E 60 INCHES, ~Ax ao nmas ro yss THAN Less W4 1s FEEL 1 mots SIDE, WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOOR co orrespending dots raised dot afro Wu TO im -S 14. WHERE A TACTILE SIGN IS E BONES AT A DOOR, THE SOR SHALL TI LOCATED ALONGSIDE THE DOOR S THE D 0 A O I from one cell - ANa 6EtyANr cwwESa'ama tors -Al (e6.iNN IS LEFT AND -TER E Na, wus I/O ixoH PER Four SE WIN ONE ACTIVE LEAF, THE SON SHALL BE LOCATED OI THE INACTIVE LEAF. WHERE A TACTILE 9G1 IS PROVIDED AT DOUBLE DOORS WITH 1000 ACTIVE LEAFS, THE SIGN SHALL r I VEVNC U-AN AamE le FEET BE LOC directly below ® 0 (00 1'•' h 310 min w ao!ACe1N Ca15 AlED T0 THE RIGHT W THE RIGHT HAND DOOR. WHERE THERE 15 NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DooAS SIGN qa- worts HESS THAN Al FEET 3.-S SHALL BE LOCATED U4 THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED 50 THAT A SEAR FLOOR SPACE OF 18 INCHES MINIMUM BY ® hale diameter KCmr lacer 18 INCHES MINIIMUM. CENTERED OR THE TACTILE CHARACTERS IS PROVIDED BEYOND THE ARC W ANY DOOR SWING BMEE14 THE CLOSED POSITION AND 45 DEGREES WEN RRAII F ®-L 318 in zl FEET AO mGlw a ER FoalET6 POSITION. EXCECD2L SIGNS WITH TACTILE CHARACTERS SHALL BE PERMITTED ON THE PUSH SIDE OF DOORS NON CLOSERS AND WITHOUT HOLD-WEN DEVICES MEASUREMENTS 0 0 0 raised dot °s awl (0. Ml 1Y'u.G msrnscE Aao1£ a1 FE 15. CHARACTERS AND THEIR BACKGROUNDS SHALL HAVE A NON-GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER UGHT CHARACTERS ON A DARK pSP,",¢ aE- __NG "N aas5 pau) BACKGROUND OR DARK CHARACTERS ON A UGHT BACKGROUND. LAOU ONE TELL DRECRY SELea La CHARACTERS SHALL BE UPPERCASE OR EDWIRCASE OR A COMBINATION W BOTH. 17 N6LAHICATAN H139OBMU ffAIIIB atro lazes 17, MINIMUM CIMACIER HEOHT STALL COMPLY WITH ANSI TABLE 70.3.2.4. HEWING DISTANCE IS MEASURED AS A HORIZONTAL OISTAIICE BETWEEN THE CHARACTER AND AN N15 TW POSITION OF BRAILLE OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. 18. SYMBOLS OF ACCESSIBIUTY AND THEIR BACKGROUNDS SHALL HAVE A NW-CLARE FINISH. THE SYMBOLS SHALL CONTRAST WIN THEIR BACKGROUND ETHER A UGHT SYMBOL ON A € DARK BACKGROUND OR A DARK SYMBOL ON A MIGHT BACKGROUND. _ \111, 1,11 nl viny'plo C. 3941 NOTES: L E s 54 m n Y T the requ red m n mum TOILET MINT BATHING AdWS ea olthe compaiMent 1. TOILET AND BAKING ROOMS SHALL PRDMOE SPACE. 12 maz un c It I' c O tt 3 O - 2. REWIRED CLEAR FLOOR SPACES, C A7 FIXTURES, AND TURNING SPACE ALL BE PERMITTED TO DI irl E AR FIL SPACE OR CLEARANCE REWIRED OR ANY Fl%NREDOORS 91ALL BE PERMITTED 70 SWING INTO NE A IRED A NJ 0 0 3. DOORS Sh AL L NOT SWING INi E TURNING SPCE A. DOORS TO A MUST RM OR BATHING ROOM FORA 9 E OCCUPANT ACCESSED ONLY THROUGH A PRIVATE OFFICE AND T FOR Lq A m COMMOUS SUC USE SHALL BE PERMITTED TO SWING INTO THE CLEM FLOOR ACE OR CLEARANNCE PROVIDED THE SWING OF NE DOOR CAN E REVERSED i0 WIN 603.2.3 E E TOILET ROOM OR BANNG ROOM IS FOR INDIVIDUAL USE AND A COMPLYING C FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEY TH E ARC OF N 16119 17'18 17"-IB° m 9 0 = ~ E ^ NE DOOR SWING, DOOMS SHALL BE PERMITTED TO SWING INTO THE CLEM FLOOR SPACE OA ANCE REQUIRED FOR ANY FIXTURE. q~6P~A ~ I, A, R 'F 5. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BUTTON USE OF THE REFLECTING SURFACE 40 INCH MAXIMUM MOYE TH1'1 V! n (A) a(B) n mR " FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL 8 INSTALLED WITH THE BOTTOM EDGE OF REFLECTING SURFACE WHEELCHAIR ACCESSIBLE P AMBULATORY ACCESSIBLE m 6min 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. L Q Z WATER CLOSETS WATER tt0Si5 y WALL .R A BM AT WATER O~ a 11 6. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES. SHELVES SHALL BE LOCATED 4 INCHES MINIMUM AND 40 INCH AXHMUM ABOVE THE 18 min FINISHED FLOW. 24 in 38 12 m1n fi0 W mIn 66 /N 'HATER Cp5E1S AND TOOT COMPARTMENTS }I, ® J Q O ~,am~in ,F NU11J ne 6p0 s rvr raTa 58 in v+c l.Aaa 1. NE REWIRED CLEARANCES MOUND NE WATER CLOSET STALL BE PERMITTED TO OVERLAP NE WATER OLD i, ASSOCIATED OR BARS DISPENSERS, SANITARY (A)s (y) Pat NAPKIN DISPOSAL UNITS. COAT HOCKS, SHELVES, ACCESSIBLE ROUTES, CLEAR FLOOR SPACE AND CLEARANCES WINED AT 0 FIXTURE, AND THE TURNING = W An ITT W~ UI HC_NS AQJ 59 min sw I- At-' gllW YALl4_ N Z O WATER rY05Ei c FR TIROL AND AT LEAST ONE SIDE , vu>vAa., r,_: + t .>r, F' WATER CLOSET ON SHALL PROVIDE TOE CLEARANCE OF 1. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC, HAND OPERATED FLUSH CONTROLS SHALL COMPLY 1 RANGES AND NOT REQUIRE TIGHT Q Q I` DIVE FINISH FLOUR AND fi' MIN. DEEP 90E OPENING GRASPING, PINCHING, OR TWISTING W THE WRIST, NE FORCE REWIRED TO ACTIVATE OPERABLE PARTS STALL E MMUM, FLUSH CONTROLS STALL BE to E M ` N ANENT SIDE FACE W IN-_WINGING DOW LOCATED ON THE WEN SIDE W THE WRIER CLOSET E%WP71N AMBULATORY ACCESSIBLE COMPARTMENTS. VW N 14 = E ON, iW AT THE FRONT 2. WHERE AN ADMINISTRATIVE AUTHORITY REWIRES RUSH CONTROLS FOR FLUSH VALVES TO BE LOCATED IN A P NC15 RUTH THE LOCATION OF THE V) I agemale - pMTITION S 1107 REQUIR COMPARTMENT REAR GRAB BAR, THEN THE REAR GRAB BAR SHALL BE PERMITTED TO BE SPUi OR SHIFTED TO THE OPEN SID THE TOR MEA(AN9 604.5.2 EXCEPTION 2) -4 a. Q GREAIEfl THAN fit INCHES DEEP W ALL - HUNG WATER CLOSET OR 65 INCHES DEEP 1. DISPENSERS SHALL NOT BE W A TYPE THAT CONTROLS DEUVERY OR THAT DOES NOT ALLOW CONTINUOUS PER FLOW. A FLOOR MOUNTED WATER CLOSET. TOE 2. IF TOILET PAPER DISPENSERS ARE INSTALLED ABOVE THE SIDE WALL GRAB BAR. THE OUTLET OF THE TO[[ PAPER DISPENSER ST BE 48 INCHES MA MUM ABOVE L~ fi0s ;in REAR WAll CRAB BAR Ai W cTER CLOSETS 4 maz o" CLEARANCE AT THE SOE PARTITION IS NOT TEAM- padNan THE FINISH FLOOR AND THE TOP W THE GRIPPING SURFACE W NE GRAB BM STALL BE INSTALLED 3 INCHES MINIMUM AND 36 INC S MAXIMUM ABOVE THE M E-. REWIRED IN A COMPARTMENT GREATER THAN FINISH FLOOR. / ~ P V d DOORS MAY NOT fi0 min E A 66 INCHES WIDE. 6m1n 6min DIRSEff TOIETS: SWING INTO REQUIRED s I H `Az 1. IN ASSEMBLY AND MERCANTILE GCCUPMCIES AN ACCESSIBLE UNISEX TOILET ROOM SHALL BE P DED WHEN AN AGGREGATE W SIX OR M MALE AND FEMALE O CLEARANCES SPACE WATER CLOSETS IS REQUIRED, IN BUILDINGS W MIXED OCCUPANCY, ONLY THOSE WATER CLOSE REQUIRED FOR THE ASSEMBLY OR MERCAINR CUPANCY SHALL SIZE W CEARANCE Ai x EI= 38 BE USED TO DETERMINE THE UNISEX INSTALLED TOILET ROOM REQUIREMENT. OVERLAP OF WATER CLOSE IN pE 'INQ if WRIER CLOSETS m <o ° v 2 Amin 12 IN 1. WHERE IMPARTMENTS ARE PRIMIED AT LEAST ONE SHALL BE ACCESSIBLE. WH THE GWBINEI TOTAL WATER CLOSET COMPARTMENTS AND RINALS 1 a1 PROMDEO IN A I COM IS SIX OR MORE AT LEAST ONE AMBULATORY ACCESSBL ATER CLOSET COMPARTMENT SHALL BE PROVIDED IN ADDITION THE WHEELCHAIR ACCESSIBLE KENT. 1B TOILET tOLP BABY CHANONG TABLES 31 6TH 17 9s ca E (A) (B) 1. SHALL COMPLY WITH WORK SURFACES, AN BEE PARTS SHALL COMPLY W1 CLEAR FLOOR SPACE, HEIGHT AND REACH RANGES, THEY SHALL NOT GETS OCT WFRFLa 6+v A W AMBULATORY ACCES99E ELEVATION ADULT REVAlI q CHILDREN THE REQUIRED WIDTH W AN ACCESSIBLE ROUTE B THAN 4 INCHES, Al SHALL NOT BE LOCATED IN ACCESSIBLE TOILET COMPARTMENTS WITHIN A MILD ARCHITECTIBwMEER OF Qt PE OR our ET LOCATION TOILET COMPARTMENT DONS TdtET COIIPMI)MENi ACCOMMODATIONS TOILET FACIUTY (FOR REFERENCE ONLY-N OR AD stv -M/u. RECORD 3 32 m in in N07 slid'mgdoor 0117 1. AT AT IEAST ONE OF THE ACTIVE LEAVES W DOORWAYS WITH 1000 LEAIrcS STALL COMPLY Stantec `A 18 min 4> 2. THERE SHALL BE NO PROJECTIONS INTO THE REWIRED CLEAR OPENING WIDTH LOWER TH 32 min = n = INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR WENIN OTH ATchitechMe Inc. folding door E V c E ; BETWEEN 34 INCHES AND 80 INCHES ABOVE NE FINISH FLOOR OR GROUND STALL T EXCEED 4 NB perimeter INCHES. EXCE?M0:IN ALTERATIONS A PROJECTION W 5/8' MAXIMUM INTO EQUIRED CLEAR 12H5avnn1e _ANC. k1e LTG E ° 12 min 36 in N Apr WIDTH SHALL BE PERMITTED FOR NE LATCH SIDE STOP. DOW CLOSERS AN OUR STOPS SHALL 13M+ndn 13% min 1 ` [h'< .Ra".fN 32 clearm BE PERIM TIED TO BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR NO. 1 n N ih IG M~IFI 45-5 PROMOS OPIUM REQUIRED MANEUVERING SPACE AT DOORS, MANEUVERING AES STALL EXTEND O wTanwreuvm THE FULL WDN OF NE DOORWAY AND THE REWIRED LATCH 9 HINGE 90E CLEARANCE. -1 4. ]yBESYGP$ IF PROVIDED SHALL COMPLY PoN CHANGES ht it door IN LE EXCEPTION: EXISTING CN 1M s ALTERED NAESIOD 3/4 INCH HIGH WITH BEVELED EDGE ACH 90E WITH A MAX-SLOPE W 1:2 FOR THE HEIGHT EXCEEDING 1/4' SHALL NOT BE RE ED TO COMPLY. 17 max Copyright Reserved 6. DOOR HARDWARE HANDLES, PULLS, LATCHED, LOCI(S D OVER OPERABLE PARTS ON DOOR AND GATES SHALL BE ]4' MINIMUM AND 48 INCHES M UM ABOVE THE FINISHED FLOW OR GROUND. onH eppraeth, puR aide Iront approach, honl Wpreach, push sda,dooA hinge approach, put slda WHERE SLICING DOORS ARE IN THE FULLY WE OSITION, OPERATING HARDWARE SHALL BE $pAGNG DF GRIM BARB h side provided WAIT both closer and EXPOSED AND USABLE FROM 80TH SUES. EVICTING LOCKS STALL BE PERMITTED IN doomays pus ANY LOCATION AT EXISTING GLAZED DO WITHOUT STILE, EXISTING OVERHEAD AOLUNG DOORS R latch W GRILLS, AND SMIUR EM$TING O 5 OR WILLES NAT ME pE9OlEp WIN LICKS THAT ARE vmlloN doors ACTIVATED AT THE TOP OR BOTH RAIL 12 in 6. USERS AND CATE SHALL BE ADJUSTED SO THAT FROM HOLIES, 1, GRRABLBARS IN ACCESSIBLE E OR BATHING FACILITIES SHALL a AN OPEN POSITION W SEAL 6min s 90 DECREES,7HE TIME AE D TO MOVE THE DOOR TO A POSITION W 12 DEGREES FRAM THE LATCH IS 5 SECONDS MI UM. NOTES: 2. GRAB BARS SHALL BE INSi iAL POSITION, 33 INCHES 7. DOOR AND GALE TINGES SHALL BE ADJUSTED SO THAT FROM THE MEN POSITION OF 70 I. WHERE NO MORE THAN ONE IN IS PR DED IN A TOILET ROOM, THE MIN MUM AND 36 INCHES M UM ABOVE E FLOOR MEASURED TO THE TW; DEGREES, THE D OR GATE SHALL MOVE TO THE CLOSED POSITION M 1.5 SECONDS. URINAL 15 NOT REQUIRED BE ACCESSBL C SECTION 1109.2, EXCEPTION 4) W THE GRIPPING SURFACE _ 24 in in 8. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE 2. A CLEM FLOOR OR GA D SPACE POSTIONE FOR FORWARD APPROACH 3. OR AIB BARS AND ANY W OR OTHER SUAFA S ADJACENT TO GRAB BARS, ALLOWABLE THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR E N sio STALL BE PROVIDED, STALL BE FREE W SH P OR ABRASIVE ELEME .EDGES SHALL BE 42 m1n E' ` uC E e 22 m!n B R 22 in E PUWIIO EN A DOOR OR CANE OTHER THAN A FIRE DOUR STALL BE 5 POUNDS FOR INTERIOR 3 FLUSH CONTROLS BE HAND OPERATED W A OMATIC, HAND OPERATED ROUNDED. < D ,GALES SJOIVC OR FINDING DOORS. FLUSH CONTROLS ALL COMPLY WITH REACH RAN AND NOT REQUIRE TIGHT 4, GRAB BARS SHALL OT ROTATE WITHIN THEIR ELLIN o ss° 9. AND CATE SURFACES SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE GRASPING, PINC G. OR TWSUNG OF THE WRIST, THE CE REWIRED TO 5. GRAB BARS BHA BE INSTALLED IN ANY MANNER NA ROVIOES A GRIPPING ' NISHED FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE ACTIVATE WE LE PARTS SHALL BE 5 POUNDS MAXIM SURFACE AT LOCATIONS SPECIFIED IN THIS STANDM AND DOES NOT { PUSH SIDE E%1➢VDING THE FULL WIDTH W THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR OBSTRUCT CLEAR FLOOR SPACE - VERTICAL JOINTS IN THESE SURFACES SHALL HE WITHIN 1/I6 INCH OF THE SAME PLANE AS THE 6, SiRUCTUR STRENGTH ALLOWABLE STRESSES SHALL NOT B XCEEDED FOR^ OTHER. EATED BY ADDED PLATES SHALL BE CAPPED. EXCEEIL ERE A TICAL OR DOORS ARE NOT RREEQUIRED TO COMPLY.NTEMPERED GLASS DOORS WITHOUT STILSSAND WAVING A SAM TERI DO ASEANYHPUNT W RME GRAB BFI Z FFAASTENER. CMOUNT00 DEVICES, BOTTOM RAIL OR 540E WITH NE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE OR POUTING STRUCTURE HORIZONTAL SHALL NOT BE REWIRED TO COMPLY. DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES W NE FINISH FLOOR OR GROUND SHALL NOT BE REWIRED TO COMPLY. hinge approach, pug side hinge approach, push side hinge approach, push side, door latch approach, pull ai pproath,pullslde, IREDINGD.RSAND GA D EWIRED SMOOTHUERFACES SMOOTHWITHIN 10 INCHES OFMENATff ABED MtYH uE DATE DESCRIPTION provded Wgh both closerand latch or prpvldad with closer KICK PLATED ARE INSTALLED CAVITIES CREATED BY SUCH KICK PLATED ARE CAPPED - x0. 605 _ GROUND ALL NOT BE TO PROV A SO FACES 110.]111 ISS11E➢Fefl PERMR r 10. VISION M RE DOORS ,GATES MO 9E UGHTS ADJACENT TO DOORS NE GATES, CONTAINING AEV 6-l0 1 s LEY 6-10/27/1 Ij ^ ^ ONE OR MORE GLAZING PANES TH AT PERMIT T VIEWING THROUGH THE PANELS STALL HAVE ANE THE , rV) 0.\J(/., BOTTOM W AT LEAST ST ONE GAZED PANEL. LOCATED INCHES LOWEST MAXIMUM ABOVE NE FINISH FLOOR. EXCEPTION: HALL THIN THE LOWE5T PART PART MORE THAN 66 INCHES FROM THE 1. 0 FEWER NTAINS THAN SHALL TWO BE FR DRINKING ONDED , 5 max 15 in 3112 may FINISH AUTO FLOOR OR WOUND WILD SHALL NOi AE AEOARED TO COI.IPLY. 6m 6 ' o E F m F E o E ; E F M. A RdMAMC A POWER ASSISTED DOORo AuD GA.S. AUTOMATIC DOORS AND AUTOMATIC GATES ON 24 in E 2 ln 22 min CCE598LE ANp ONE FOR 121 Sal 69 SHALL COMPLY WITH ANS/BHMA A156.10. LOW ENERGY AND POWER ASSISTED DOORS SHALL STAN G. WHERE A SINGLE MPEES COMPLY WITH ANSI/BHMA A156.19 (1997 OR 2002 EDITION). AUTOMATIC DOORS SHALL PROVIDE A WITH 8O IT FOUNTAIN SHALL LB BE CLEAR OPENING OF 32 INCHES MINIMUM IN POWER-ON AND POWER-OFF MOVE AND APPLIES TO B ALL LEAVES IN THE WEN POSITION. MANEUVERING CLEARANCES AND THRESHOLDS SHALL COMPLY. PEtMI11ID BE SUBSTINIE0 a o MANUAL CONTROLS SHALL COMPLY WM REACH RANGES AND BE LOCATED BEYOND THE ARC OF FOR NO SEP AlE DRINKING a THE DOOR SWING. WHERE DOORS AND GATES WITHOUT STANDBY POWER ME A PART OF A MEANS FOU JTAINS, EGRESS, THE CLEM BREAK OUT OPENING AT SWINGING OR SLIDING DOORS AND GATES SHALL B 2 INCHES MINIMUM WHEN OPERATED IN EMERGENCY MODE. NOhS latch approach, push side lelchapproech, push sWe, Irpnlapproach pocket or hinge approach side approach front approach L A CLEAR FLOOR SPACE OSTIONED FOR FORWARD APP ACH SHALL SEE.... ED. PROJECT INFORMATION BLOCK door approach, MIT closer 60 min 60 min 60 In PARALLEL APPROACH KNEE MD TOE CLEMAN SHALL BE PROVIDED, TH IP OF THE OVERFLOW SHALL GT AONT.UN4 PRIyCH NOT BE CONSIDERED IN DE MINING KNEE AND T CLEARANCES 122765075 ius His FOR fHIEDREN'g USEI 2. FAUCETS SHALL COMPLY WITH BRALLE PARTS. AND-OPERATED METERING FAUCE osa 1 c1N1 HD1E4 SHALL REMAIN OPEN FOR 10 BE DS MINIMU DRA.1 BY. YM rT 3. WERE ENHANCED REACH RANGE T LAVATORIES, FAUCETS AND SOAP E ~vl' + 1. A N CLEARED , FLOPROVIDE OR SPACE KNEE E POSITIONS ARD AND D T T CLEAR SPAC APPROACH SHALL SHALL ALL BE BE CENTERED DISPENSER CONTROLS STALL NAY E EPN W 11 INCHES MAXIMUM OR, IF CHECNE➢BY: OR OTNKING E AUOMATIC, STALL BE ACTIVATED A ACH DEPTH W II INCHES MAXIMUM. 18 min TI 0.4 1HE DRINKING FOUNTAIN. 1 G FOUNTAINS PRIMARILY FOR µAIER MD SOAP FLOW SHALL A REACH DEPTH OF II INCHES IEODEL E 4 117 CNVKI c 12 min v CHILDREN'S USE STALL BE PERM SPOUT W11Ei IS 30 ' MAX. A.F.F. MAXIMUM. (THIS STATEMENT 7S R 17.1 AND NOT 2010 ADA _ A PARALLEL APPROACH, CENTS IIIG FOUNTAIN STALL BE i E B 24 min STANDARDS FOR ACCESSIBLE D 8 m R oe PERMIIIED. (EXCEPTIW IS PER I /ANSI AII7. 2009) MASS MARKET %A,8 2. OPERABLE PARTS STALL COMP WITH OPERABLE IS REQUIREMENTS. 4. WATER SUPPLY AND DRAINPIPE UNDER LAAIN ES AND SILKS SHALL BE INSULATED 77- iptE a SPWT OUTLETS W WHEEL ACCESSIBLE ORgIK FOUNTAINS STALL BE 36 OR OTHERWISE CONFlWRED PROTECT AGAINST OMACi. NEAEISIALL BE NO INCHES MAXIMUM ABOVE FLOOR. SPOUT OUTLETS DRINKING FOUNTAINS FOR SHARP OR MAASVE BIIRF ES UNDER IAVAi0AlE8 NO SINKS D STANDING PERSONS BHA BE 30 INCHES MINIMUM AND 3 INCHES MIAXMUM M0ME 5, OPERABLE PMN 2,10 SPENSERS AND NAND TENS SHALL COMPLY WITH X a e c E E THE FLOOR THE FOLLOWING TACCESSIBILITY Loa O 1z RE 9 $ 4. THE SPOUT SHALL P VIDE A FLOW W WATER 4INCHES MI MUM IN HEIGHT. NE (4V~A ANGLE OF THE W STREAM FROM THE WORTS WMIN 31 ES W THE FRONT DETAILS haA' OF TH E DRINKIN FOUNTAIN SHALL BE 30 DEGREES MAXIMUM, A FROM SPOUTS mwE waa s most wogs w AO' BETWEEN 3 IN ES AND 5 INCHES FROM THE FRONT W THE ORIN G FOUNTAIN 1.=ow (I 6 xnm s ASImm tnmm IISHmm) (M SH tamm ALL BE 1 ODODOES MAXIMUM, MEASURED HORIZONTALLY RELATI 0 THE FRONT SHEFi+IMMeER jl slop or lalcha roach akova alcove alcove I FACEOF E DRINKING FOUNTAIIN. _D, on, b2m19mmj (Itb&rmj (ire7aP,,ej ww (91Nn~ a19nn) pull aide push side push side, dopy pmvldad with dear closing time - EIS Emu KC/0.x9 WN7.1 (Ed. m) 20 DOORWAYS, AND 00. bath close rapd latch AOA3 rs Ace 9L /601 - 4 Ald® Narym/aae RE, 6-Ian, • - 6-1p 7 e I NMI„Sj/Li TED A pUCAnCN fuu) ELEVATOR CAR DIMENSIONS 1. VATORS SHALL COMPLY WITH ASME A17.1 LISTED IN SECTION 105.2.5. ELEVATORS SHALL BE PASSENGER ELEVATORS AS EDIFIED BY ASTH At ..1. ELEVATOR OPERATION SHALL BE AUTOMATIC, yQ7[$ 2 SHALL BE RAISED OR FLUSH. OBJECTS BENEATH HALL CALL BUTTONS SHALL PROTRUDE 1 INCH MAXIMUM. 1, HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS EXISTNG ELEVATORS SHALL BE PFFIMMED TO HAVE RECESSED CALL BUTTONS. THE RESTRICTION ON WWYECTS EKSEEDDUL IN ASSEMBLY SEATING AREAS AISLE STAIRS AND AISE RAAPS f J J BENEA CALL BUTTONS SHALL NOT APPLY TO EXISTING CALL BUTTONS. PROVIDED WITH A HANDRAIL EITHER AT THE SIDE OR IHIHIN ME AISLE WIDTH. 3. C LL B SHALL BE LOCATED WdTHIN ONE OF THE REACH RANGES. MEASURED 70 THE CENTERUNE OF THE HIGHEST 2. HANDRAILS SHALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAR JV' I.L. OPERABLE RT. EKCEPBQN: EXISTING CALL BUTTONS N40 EXISTING KEYPADS SHALL BE PERMITTED TO BE LOCATED 54 INCHES FU HIT OR RAMP RUN. INSIDE HANDRAILS ON SWTCHBACK OR COOLED STAIRS MAXIMUM AS THE FLOOR, MEASURED TO THE CENT[AUNE OF THE HIGHEST OPERABLE PART. I,1 "I OR RAMPS SHALL BE CONTINUOUS BETWEEN FLIGHTS OR RUNS. M 4. CLEAR FL CE SHALL BE PROVIDED AT CALL CONTROLS • s. 7. GRIPPING SURFACES SHALL BE CONTINUOUS, WITHOUT INTERRUPTIONS BY NEWEL rI Q 5. THE CALL BUTTU AT DESIGNATES THE UP DIRECTION SHALL BE LOCATED ABOVE THE CALL BUTTON THAT DESIGNATES THE 443% -to, m POSTS, OTHER CONSTRUCTION ELEMENTS, OR OBSTRUCTIONS. EXC PE TO75: r •0 DOWN DIRECTION. Im 111 HANDRAIL BRACKETS OR BALUSTERS ATTACHED TO THE BOTTOM SURFACE OF Q 6. CALL BUTTONS SHALL AYE VISIBL SWALS TO INDICATE WHEN EACH CALL IS REGSTERED AND WHEN EACH CALL IS ANSWERED, THE HANDRAIL SHALL NOT BE CONSIDERED OBSTRUCTIONS, PROVIDED THEY H 7. SHALLE BE PROVIDED AT EACH HUSTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING A CALL COMPLY TH THE FOLLOWING CRITERIA:-HOT MORE THAN 20 PERCENT OF THE ANC THE CAR'S DIRECPOI TRAVEL WHERE IN-CAR SIGNALS ARE PRO'ADED THEY SMALL VSISLE FROM THE FLOOR AREA HANDRAILWMLENGTH IS OBSTRUCTED, HORIZONTAL PROJECTIONS BEYOND THE 11 VJ _J ADJACENT 70 THE HALL C BUTTONS. A SIDES OF THE HANDRAIL OCCUR 1 1/2 INCHES MINIMUM BELOW THE BOTTOM O .1yr 8 MSBL BGNALS SHALL BE CEI ED AT 72 INCHES MIN. ABOVE THE FLOOR. THE VSMLE SIGNAL ELEMENTS SHALL BE A MIN. OF O THE HANDRAIL AND PROVIDED THAT FOR EACH 1/2 INCH OF ADDITIONAL Z 2 1/2 INCHES NIGH BY 2 I/2 IN ES WIDE. EXISTING ELEVATORS SHALL NOT BE REQUIRED TO COMPLY. 2'h HANDRAIL PERIMETER DIMENSION ABOVE 4 INCHES THE VERTICAL CLEARANCE -J 9. AUDRLL 90AL5 SHALL SOUND ON FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION, OR SHALL HAVE VERBAL _ '144F DIMENSION O 1 1/2 INCH CAN BE REDUCED BY 1/8 INCH AND EDGES SHALL o ANNUNCIATORS THAT INDICATE THE D ONOY OF ELEVATOR CALL TRAVEL. AUDIBLE SIGNALS SHALL HAVE A FREQUENCY OF 1500 ZH BE ROUNDED. Hz MAXIMUM. VERBAL ANNUNCIATORS LL HAVE A FREQUENCY OF 7110 Hz MINIMUM AND 3,000 Hz (MAXIMUM. THE AUDIBLE I CL HAJIDRAU NW-tlRAB 19 OTIOSE SECTION q, 15HERE HANDRAILS ARE PROVIDED ALONG WALKING SURFACES WITH SLOPES NOT SIGNAL OR VERBAL ANNUNCIATORS SHALL E 10 dB MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED BO dB, MEASURED AT u - STEEPER THAN 1:20 THE BOTTOMS OF HANDRAIL GRIPING SURFACES SHALL BE U THE HALL CALL BUTTON. EXCEC➢ffiL THE A ]BEMENT FOR THE FREQUENCY AND dS RANGE OF AUDIBLE SIGNALS SHALL NOT ~12 min 12 in PERMITTED TO BE OBSTRUCTED ALONG THEIR ENTIRE LENGTH WHERE THEY ARE L_ 1 Q I APPLY W IN EXISTING ETEVATO76. 12 Onto +`+F INTEGRAL TO CRASH RAILS OR BUMPER GUARDS. 10, FLOOR DESIGNATIONS SHALL DE PROVIDED ON B JAMBS OF ELEVATOR HOSIWAY ENTRANCES WITH RAISED CHARACTERS AND E o 5. HANDRAILS, AND ANY WALL OR OTHER SURFACES ADJACENT TO THEM, SHALL BRAILLE. A RAISED STAR SHALL BE PROVIDED OI TH JAMBS AT THE MAIN ENTRY LEVEL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. EDGES SHALL BE ROUNDED. 17. DESTINATION SIGNS. WHERE SG IS INDICATE THAT EL ATOMS DO NOT SERVE ALL LANDING, TACTILE SIGNS SHALL BE PROVIDED 6. HANDRAILS SHALL NOT ROTATE WITHIN THEN FlTTNGS. ABOVE THE HALL CALL BUTTON FlXNRE 7. HANDRAILS SHALL EXTEND BEYOND AND IN THE SAME DIRECTION OF STAIR 12 ELEVATOR DOCK REWREMENTS EIflATOR DOORS SHALL E HORIZONTAL. CAR GATES STALL BE PROHIBITED. EXCEPTION: % FLIGHTS AMID RAMP RUNS. EXCEPTIONS: EXTENSIONS SHALL NOT BE REQUIRED EXISPNG MANUALLY :OPERATED HOSR4AY SWING DOORS S BE PERMITTED PROVIDED THEY COMPLY 'WITH CLEAR DOOR WIDTH FOR CONTNUOUS HANDRAILS AT THE IN90E TURN OF STAIRS AND RAMPS REQUIREMENTS AND THE CAR DOOR CLOSING IS NOT INITIATE UNTIL THE HOSTWAY DOOR IS CLOSED. EXTENSIONS ME NOT REWIRED FOR HANDRAILS IN AISLES SERVING SEALING 13. REOPENING DOORS. ELEVATOR DOORS SHALL BE PROVIDED WI REOPENING DEVICE THAT SHALL STOP AND REOPEN A CAR WHERE THE HANDRAILS ARE DISCONTINUOUS TO PROVIDE ACCESS TO SEATING DOOR AND HOSTWAY DOOR AUTOMATICALLY IF THE DOOR BE W UCTED BY AN OBJECT DR PERSON. EXCEPTION,, IN EMSTNG AND TO PERMIT CROSSOVERS WITHIN THE AISLE. IN ALTERATIONS. FULL le-dee EXTENSIONS FOR HANDRAILS SHALL NOT BE REWIRED WHERE SUCH ELEVATORS MANUALLY OPERATED DOCKS SHALL I40T BE REQUIRED COMPLY. TOP AND BOTTOM HANDRAIL Hfl(HT Cb'SGIALB 14. THE REOPENING DEVICE SHALL ACTIVATED 1HTH BY ENSING TH All CUMININTON PARSING THROUGH THE OPENING G AT 5 INCHES EXTENSIONS AT RAVP6 Nate' %=treed depth EXTENSIONS WOULD HAZARDOUS DUE TO PLAN CONFIGURATIONS. NOMINAL AND {O 2 OUCHES NOMINAL ABOVE E FLOOR. . THE REOPENG VICE FEEWALL NOT S. REPUTE PHYSICAL CONTACT BE & RAMP A STAIR HANDRAJLS EXTENSION SHALL TURN RAIL OF TO A WALL ADJACENT WARD, FLIGHT, OR CR SHALL BE BE CONTINUOUS S T TO THE HANDRAIL OF AN ADJACENT STAIR l ACTIVATED, AI.TH CONTACT SHALL BE PERMITTED BEFORE THE DOOR FEES. THE IE REOPENING DEVICE SHALL REMAIN TOP HANDR.UL BORdA IONS AT U FLIGHT. EFFECTIVE 20 SECONDS S M MI NI MUM 6 HMpV18 E%IFSTAIRS AT EXTENSIONS AT FLIGHT. 15. DOOR AND SIGNAL TIMING THE MINIMUM ACCEPTABLE TIME FROM TO AT A CAR IS ANSWERNG A CALL UNTIL THE - ufl 505 ` £ STAIRS DOORS OF THAT CAR START CLOS MICLOSE SHALL HALL BE E CALCULATED FORM RM THE THE FOLL NO EQUATION: T=D/(1S) OR i=O/(455MM/S`F5 SECO105 MINIMUM WHERE T EQUALS THE TOTAL TIME IN SEC S AND AVID D D EQUALS THE DISTANCE FROM THE RY 6 CE 6 See] POINT IN THE LOBBY OR CORRIDOR 60 INCHES DIRECTLY IN FRONT OF THE FARTHES ALL BUTTON CONTROLLING THAT CAR TO THE CEITERUNE OF ITS HOISTWAY DOOR. EXCEPIOl: FOR CARS WITH IN -CAR LAN! S, T SHALL BE PERMITTED TO BEGIN ' AHEM THE SIGNAL IS NOBLE FROM THE PONT 60 IN INCHES DIRECTLY IN FRONT OF THE ARIT EST HALL CALL BUTTON AND THE 1. WHERE CITING SURFACES ARE PROVIDED FOR THE CMSUMPTOI OF FOOD OR DRI , co DIBLE SIGNAL IS SOUNDED, T LEAST 5 PERCENT OF THE SEATING SPACES AND STANDING SPACES AT THE IPA 76. DOOR INIAY: ELEVATOR DOGS SHALL REMAIN FULLY OPEN IN RESPONSE TO A CAR CALL F 3 SECONDS MINIMUM. s - } DI G SURFACES SHALL COMPLY. IN ADDITION, WHERE WORK SURFACES ARE 17, DOOR W10T1: SHALL COMPLY WITH DIAGRAMS. EXCEPPWV• IN EXISTING ELEVATORS A POWER- ATED CAR DOOR COMPLYING _ ( o fear PRO D FOR USE BY OTHER THAN EMPLOYEES, AT LEASE 5 PERCENT SH f WITH A MINIMUM CLEAR WIDTH M M" SHALL BE PERMITTED "n r I COMPL M Fq A 1 16. ELEVATOR CAA AEWIREMENiS. FLOORING WITHIN ELEVATOR CAR SHALL COMPLY WITH FLOOR SURFA REQUIREMENTS SECTIONS I I 4-7 2. DINING ACES AND WORK SURFACES REWIRED TO COMPLY SHALL DISPERSED Bd 302 AND 303, THE CLEARANCE REWEEN THE CAR PLATFORM SLL AND THE EDGE OF ANY HOSTWAY NOTING SHALL BE IN - - THROUCMI THE SPACE OR FACILITY CONTAINING DINING SURFACES U WORK ® h6 N I COMPLIANCE WITH ASME/A17.1 (1 f' MAX. PER 2010 ADA). EACH CAR SHALL BE EQUIPPED WITH A SELF VIRUNG FEATURE THAT I~~J SURFACES, PTA ) ¢A i.., n Nmin II NI 1-/ AUTOMATICALLY 0 LOADING AND MIONTMII THE CAA AT FLOOR LANDINGS WITHIN A TOLERANCE OF 1/2 IN UNDER RATED min fib _:,::-a Ir _f oll^R^a CUF NIN L PROVIDE . ALES 1HATH AREOU SRNCNES APPROACH MIN]MUM HM ' 24 RICHES ES Cn € LOADING G TO Z ZERO HOMING CONDITIONS. lue " MpjE54 3 EGEPTINNEDI E COMPLYING 19. ILLUUHIA112 THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM. AND CAR LANDING SLL SHALL 5 - - - - 1. OPEN R7SERE SHALL NOT BE PERMITTED MAXIMUM IN HEIGH E PERMITTED 70 HAVE q CLEAR FL SPACE COMPLYING Q HT . N Z yA k FOOT-CANOELS (54LU%) IN MUM. 2. TREADS SHALL COMPLY WITH FLOOR SURFACES AND SHALL HAVE A SLOPE HOT WITH A PARALLEL CAC I. OR ABRASIVE S NOT 20. ELEVATOR CAR CONIPOLS WHERE PROVDED ELEVATOR CAR CONTROLS STALL CONFORM TO OPERABLE PARTS. FMC OM IN STEEPER THAN 1:48. 4, SHARPS F DNING FACES SHALL ES. BE PERM UNDER THE EXPOSED Z EXISTING ELEVATORS, WHERE A NEW CAR OPERATING PANEL IS PROVIDED, EXISTING CAR OPERATING PANELS SHALL N BE E 3. THE RADIUS OF CURVATURE AT THE LEADING EDGE OF THE TREAD SHALL BE 1/2INCH PORTIONS OF QINING AND K SURFACES. It ® Q Q Q ) E RIOT FLOOR AREAS SHALL BE REWIRED TO COMPLY. 5. DINING AND DRINKING AREA ALL INTERIOR AMC E o MAXIMUM, NOSING THAT PROJECT BEYO10 RISERS SHALL HAVE THE UNDERSIDE OF TIE J 21. GDNiPOL LOCATION: CONTROLS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES EXCEEIION: WHERE THE ELEVAT c c LEADING EDGE CURVED OR BEVELED. THE LEADING 2 INCHES OF THE TREAD SHALL ACCESSIBLE, PANEL SERVES MORE THAN IB OPENING AND A PARALLEL APPROACH 70 THE CONTROLS IS PROVIDED, BUTTONS WITH FLOOR T R E • E V E HAVE VISUAL CONTRAST OF DARN-ON-UGHT OR UGHT-ON-DARN FROM THE TIMING AND MOAK S-RFACE6 V) W Z DESIGNATIONS SHALL BE PERMITTED TO BE 541NCHES MAXIMUM ABOK THE ROOIR, REMAINDER OF THE TREAD.(ANS REQUIRES VISUAL CONTRAST WHILE 2010 ADA ONLY AROF FlNISH 80011 Iy1S ME DEPTH W a 22, BUIEM& SHALL COMPLY WITH 407.4.6.2. AND BE RAISED OR FULDA. EXCEP31M. IN EXISTING ELEVATORS, BUTTONS SHALL RECOMMENDS IT.) 28' MINIMUM (711) AS COUNTER Q PERMITTED TO BE RECESSED. BUTTONS SHALL BE 3/4" MINIMUM IN TH EN SMALLEST DIMENSION. BUTTONS 91A11 BE AR G STARS SHALL HAVE COMPLi1NC HANDRAILS 34' MAXIMUM (864) 83 TI 11 WITH NUMBERS IN ASCENDING ORDER WITH FLOOR BELOW THE MAIN ENTRY FLOOR DESIGNATED WITH MINIMUM NUMBERS N B 1 5, STAR TREADS AND LANDINGS SUBJECT TO WET CONDITIONS SHALL BE DESIGNED TO SH 152q ®o a N = ALL BE PERMITTED TO BE OMITTED, PAOMDED THE REMAINING NUMBERS ARE IN SEWENCE. WHERE A TELEPHONE KE. A J~ [ PREVENT THE ACCUMULATION OF WATER. V) ARRANGEMENT IS USED, THE NUMBER KEY (X) SHALL BE UTUZED TO ENTER THE MINUS SYMBOL WHEN MD OA MORE f 6. LICHPNO FACILITIES SHALL BE CAPABLE OF PROVIDING 10 FOCI-CANDLES (1OSux) OF COLUMNS OF BUTTONS ARE PROVIDED THEY SHALL READ FROM LEFT TO RIGHT,.. f LUMINANCE MEASURED AT THE CENTER OF TREAD SURFACES AND ON LANDING 23, KEYPADS: CAR CONTROL KEYPADS SHALL BE IN A STANDARD TELEPHONE KEYPAD PARPNGEMEHL 111 SURFACES WITHIN 24 INCHES O STEP NOSING. 24. EIEPC=HOVE CONTRAS BUTTONS SHALL HAVE THEN CENTERLINES 35 INCHES MINIMUM ABOVE THE FLOCK EMERGENCY ONiROtS, 42 min 563 Irvin 4 min 7. IF PROVIDED, OCCUPANCY-ffN9NG AUTOMATIC CONTROLS SHALL ACTIVATE THE ~j INCLUDING THE EMERGENCY ALARM, SHALL BE GROUPED AT THE BOTTOM OF THE PANEL H STAIRWAY UGH NO SO THE LUMINANCE LEVEL REWIRED IS PROVIDED ON THE 25. DESIGNATIONS AND INDICATORS OF CAR CONTROLS CONTRO BUTTONS SHALL BE IDEInFIED BY TACTILE CHARAC S. TACTILE ENTRANCE LANDING, EACH STAIR FLIGHT ADJAC34T TO THE ENTRANCE LAN01N0, AND I+ CHARACTER AND BRAILLE DESIGNATIONS SHALL BE PLACED IMMEDIATELY TO THE LEFT OF THE CONTROL BUTT 0 10 WHICH SIDE (OFF-CENTERED) ODOR ANY DOOR LOCATION ON THE LANDINGS ABOVE MIDI BELOW THE ENTRANCE LANDING PRIOR TO ANY STEP V THE DESIGNATIONS APPLY, WHERE A NEGATIVE NUMBER IS USED TO INDICATE A NEGATIVE FLOOR, THE BA DESIGNATION BEFORE USED, SHALL BE A CELL WIN THE DOHS 3 AND 6 FOLLOWED BY THE OGINAL NUMBER WHERE SPACE ON AN NO CAR OPERATING S COMPLYING STAIR LEVEL IDENTIFICATION SIGNS IN TACTILE CHARACTERS SHALL BE PANEL PRECLUDES TACTILE MARKING TO THE LEFT OF THE CONTROL BUTTON, MARKINGS SHALL BE PLAC AS NEAR TO THE LOCATED AT EACH FLOOR LEVEL LANDING IN ALL ENCLOSED STAIRWAYS ADJACENT TO 28 m -34 max N CONTROL BUTTON AS POSSIBLE. THE DOOR LEADING FROM THE STAIRWELL INTO THE CORRIDOR TO IDENTIFY THE FLOOR 11-664 26. SYMBOLS. THE CO4TROL BUTTONS FOR THE EMERGENCY STOP. ALARM, DOOR OPEN, DOOR CLOSE, M ENTRY FLOOR, AMID LEVEI_ THE EXIT DOOR DISCHARGING TO THE OUTSIDE OR TO THE LEVEL OF EXIT PHONE, SHALL BE IDFN `nED WITH TACTILE SYMBOLS AS SHOWN IN TABLE 407.4.7.1.3 DISCHARGE SHALL HAVE A TACTILE SIGN STATING 'EMT, SEE 2012 INTERNATIONAL 27 min 27. VISIBLE INDCATQRS BUTTONS WITH FLOOR DESIGNATIONS STALL BE PROVIDED WITH VISIBLE INO S TO SHOW THAT A CALL BUILDING CODE (IBC) CHAPTER 10. SECTION 1022.9 FOR ADDITIONAL STAIRWAY 686 HAS BEEN REGISTERED. THE VSIBLE INDICATION SHALL EXTINGUISH WHEN THE CAR ARRIVES A E DESIGNATED FLOOR. IDENTIFICATION SIGdAGE REQUIREMENTS 4 , 18 min 28, KEYPADS KEYPADS SHALL BE IDENTIFIED BY VISUAL CHARACTERS COMPLYING WITH VISUAL ARACTERS AND SHALL BED 457 CENTERED ON THE CORRESPONDING KEYPAD BUTTON. THE NUMBER FIVE KEY SHALL HAVE SINGLE RAISED DOT. THE DOT SHALL 6 BFARWAIB WOK `M"A` ARCHRECTI ENO INEER OF NAVE A BASE DIAMETER OF 0,118 INCH MINIMUM TO 0.120 INCH MAXIMUM AND A HEIGH OF 0.025 INCH MINIMUM TO 0037 INCH _ Ts 2M / 902 RECORD MAXMUM. RMVM 6 29. ELEVATOR CALL CAR SEOUMTIIAL STEP SCANNING SHALL BE PROVIDED WHERE CAR TROL BUTTONS ARE PROVIDED MORE THAN back ali 48 INCHES ABOVE THE FLOOR AS PERMITTED BY ELEVATOR CAR CONTROLS., E% ON XI, FLOOR SELECTION SHALL BE 36 ACCOM POSTED BY APPLYING MOMENTARY OR CONSTANT PRESSURE TO THE UP DOWN SCAM BUTTON. THE UP SCAN BUTTON 3fi min I6s A min s 18 SHALL SEQUENTIALLY SELECT FLOOR ABOVE THE CURRENT FLOOR. THE DOWN CAN BUTTON SHALL SEQUENTIALLY SELECT FLOOR R 32 A,NlecV UDC. BELOW THE CURRENT FLOOR. WHEN PRESSURE IS REMOVED FROM THE UP 00WN SCAN BUTTON FOR MORE THAN 2 SECONDS, .y 60,1 in 911 1, - THE UST FLOOR SELECTED SMALL BE REGISTERED AS A CAR CALL THE AND DOWN SCAN BUTTON SHALL BE LOCATED x° I - in side Well 04 y,nI a'pol AVe, Aae luA oHo HI ADJACENT TO OR IMMEDIATELY ABOVE THE EMERGENCY CONTROL BUTT 6.(ANSI A117.1 2009 REQUIREMENT) 15 me INcwp rte'dN 30. CAA POSITION INDICATORS: AUDIBLE AND VISIBLE CAR POSITION INDI ORS WALL BE PROVIDED IN ELEVATOR CARS. CHARACTERS c s 1 I STALL BE 1/2 INCH MINIMUM IN HEIGHT. INDICATORS SHALL BE L TED MOVE THE CM CONTROL PANEL OR ABOVE THE DOOR. H E R 2K rta ~g Yaal ~ Q va115eI m TB_ O12 4>}'ms AS THE CAR PASSES A FLOOR AND WHEN A CAR STOPS AT A OOA SERVED BY THE ELEVATOR, THE CORRESPONDING ' / o•cccan CHARACTER GULL ILLUMINATE. 2024 31. MOBLE INOCATOAS THE SIGNAL SHALL BE AN AUTOMATIC AL ANNUNCIATORS WHICH ANNOUNCES THE FLOOR AT WHICH THE 42 in " CAR IS ABOUT TO STOP. THE VERBAL ANNOUNCEMENT IN ATNG THE FLOOR SHALL BE COMPLETED PRIOR TO THE INITIATION Of I-E E E Irl~ c E U F COPyf9hl ReSe Bd THE DOOR OPENING EXCEP_IM FOR ELEVATORS OTHER AN DESTINATION-CRIEITED ELEVATORS THAT HAVE A RATED SPEED OF E p - E, 8- 200 FEET PER MINUTE OR LESS, A NON VERBAL AMID E SIGNAL WITH A FREQUENCY OF 1500 Hz MAXIMUM THAT SOUNDS AS THE CAR PASSES OR IS MWT TO STOP AT AFL SERVED BY THE ELEVATOR SHALL BE PERMITTED. c W P.N.To m 32 SIGNAL LEVEL THE VERBAL ANNUNCIATOR SHAL E IDdB MINIMUM ABOVE AMBIENT. BUT SHALL NOT EXCEED 80 dB, MEASURED E E , AT THE ANNUNC( ATOR. _ AND DIMENSIONS d8 m' rc c I ~v. 33. EREQUMC .THE VERBAL ANNUNCIATOR SHA HAVE A FREQUENCY OF 700 Hx MINIMUM TO 3,000 Hi MAXIMUM, ' L - S SPACE 34. EMERGENCY COMIMOMCATIONS' EMERGENCY -WAY COMIMUNICATIO14 SYSTEMS BETWEEN THE ELEVATOR CAR AND A POINT OUTSIDE THE HOETWAY SHALL COMPLY RELINE /ANSI A17.1. THE HIGHEST OPERABLE PART OF A TWO-WAY COMMUNICATION NOTES CLEAR FLOOR SPACE POSIT E F ' LLA APPROACH SHALL BE R TYPF SHOWER COUP TAPIRS. LOCATION ARTIMEBT SEAL SYSTEM SHALL COMPLY WITH REACH CES (SECT 10.4 708). COMPLYNG TACTILE CHARACTERS SHALL BE PROVIDED ADJACENT TO C rx 1HE DEVICE (SECTION 703.3 AND 7 .4) 3fi in PROVIDED. Mphc, 35. PUTFOAIM UFIS 2. BENCHES ALLOWABLE SIRE ACEEDED FOR MATERIALS USED I, TRANSFER TYPE SHOWER COMPARTU CITES BY M OUCHES a EM N9GE A, SHALL COMPLY WITH ASME Al EYISIING E~F~VA M CAF WHERE A VERTICAL OR HORIZ AL FORCE 250 POUNDS IS APPLIED AT PuENSONS MEASURED Ai ME CENTS MIS OF DENG 9DES AID SHALL HAVE A 36 NCH B. SNAIL NOT BE ATTENDANT ERATED MD SHALL PROVIDE UNASSISTED ENTRY AND EXIT ANY DOM LOCATION CONFIGURATION ANY PUNT ON THE SEAT, F TMER MIXINOIN DEVICE, OR SUPPORTNG AID MNIMUM ENTRY ON THE FACE INiTHE SHOWER ARTMMT.. CLEARANCE DF 36 NCHES 0. DOORS ATm GALES SHA BE LOW ENERGY POWER OPERATED PROVIDING A CLEAR OPENING WIDTH GF 32' MITI. IN POWER-ON SIRUCTXRE. WAE UNrtMW BY 46 INCHES LCN MUM MEASURED P ENOO]UA FROM THE CONTROL 3. WNEAE PROVIDED IN WE WATOVS THE SUIRFAC THE SEAT SIAM BE WALL SHALL BE PROVIDED MJA IT N THE OPEN FACE E COMPARTMENT. AMID POWER ,OFF MODE OURS SHALL RETAIN OPEN FOR 20 SECONDS MIN. ON LIFTS WiTH ONE DOORS A NARROW ENO AND SIP RESSIANT AND ALL NOT ACCUMULATE WA 2. HORIZONTAL GARB BARS 91A BE PAOMOFD ACROSS THE C OIL WALL AND BACK WALL N A W!E DOOR ON A LO BIDE, THE END DOOR CLEAR OPENING WIDTH SHALL BE }fi' MIN. AND THE SIDE DOOR CLEAR OPENING PA NT IB INCHES FROM IMAM WALL WHERE MMTPIE 8 BARS ARE USED THEY SHALL MOH SHALL BE 42 MIN. THE SIDE DOOR IN THIS CONFlGURATION SHALL BE LOCATED WITH THE STRIKE BIDE OR HINGE SIDE IN 4. BENCH SUPPORT PROVIDE BACK SUPPORT OR L HE AFFIXED TO A BE INSTAUED AT THE HBCHi. 0. VEABCAL CRAB FAR IB IN E9 MNIWM IN IFIiGTH TO WALL BE PAOYAED ON THE IADL ENO WALL LOCALE 3 INCHES MUNV AND 6 MMES MAXIMUM THE CORNER N EST FROM THE DOOR ON THE NARROW END, ABOVE THE HORIZON GRAB BAR, A110 4 WGE4 MAXIMUM INWARD W THE mIXJi EDGE O D. FLOOR 6VAFA OF LIFT BALL BE STABLE. FIRM AND SUP RESISTANCE. THE .0 ER. E CLEAR R SPACE AT TIE ENp DOORS SHALL BE 36' NfOE MIN. X 48' DEEP MIN., CLEAfl FLOOR SPACE AT LONG SIDE OF FOttNC OR NO! OIANG ffA15 MAY BE USED. LOCALE ON WALL 0.°P09 10 THE CONTROL DOORS L BE 42' WIDE MIN, % 60" MIN. DEEP. WALL F. CONTR SHALL BE LOCATED MTHIN ONE OF THE REACH RANGES. 4. THE CONTR FAUCETS AND SHDAM S' RAY UNIT SAIL BE INSTALLED UN DOE WALL OPP69TE E SEAT J8 BALES MINIMUM AND 48 INCHES MAXWGM ABOVE THE WER FLOOR G. CA CE DISTANCE BEINEEN PIAIFOW SILL AND ANY RUNNING LANDING SHALL BE 1 MAXIMUM, ANO SN BE LOCATED U N THE CONTROL WALL 15 ITCHES MAXIMUM FROM THE TEAUNE OF THE TERM WAIL .0 4 ME CONTRO WALL 15 .AIOB EEAIB AW BdNUg rs aocfiAwM - xrs aoJ SSNE DATE DESCRIPTION 3 nw+~m,:aoAEltaeuRAart afY a-1027 6 - N15 2u Race IlNtlli ISSUED FOA PEAMH 1. RAISED CHARACTERS ON SIGNS SHALL BE RAISED 1/32' MIN. AND THE UPPERCASE EMT RAISED CHARACTERS LETTER *1' SHALL BE USED DETERMINE THE ALLOWABLE HEIGHT L 1. E4 AND 2' MAX. OF A FONT. THE MINI IUM P CHARACTER HEIGHT SHALL BE E 5 MIN. a 1. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN SM AND 2' MAND SANS ANS-SIEPoF UPPER CASE ALLOWABLE CHARACTER V4D YdO1H 12 min 12 min EXCEPTION, DI FASTING SITES, BUILDINGS, S, AND FACILITIES RAMPS SHALL BE SHALL BE DETERMINED BY THE UPPER CASE LETTER '0" THE WIDTH STALL BE 55 PERMITTED TO HAVE RUNNING SLOPES STEEPER THAN 1:12 COMPLYING WITH PERCENT MINIMUM AND 110 PERCENT MAXIMUM Of THE HEIGHT OF THE UPPERCASE <4 THE FOLLOMNG TABLE WHERE SUCH SLOPES ARE NECESSARY DUE TO SPACE 'I' OF THE FONT. STROKE WIDTH SHALL BE 15 PERCENT MAX. OF THE HEIGHT OF Im LIMITATIONS. THE UPPER CASE LETTER "1' AND 30 PERCENT MAX, MAXIMUM ALLOWABLE RAMP SLOPE AND RISE FOR EXISTING SITES, BUILDINGS, GRADE 2 BRAILLE (CENTER OR FLUSH LEFT) 2. CONTRACTED GRADE 2 BRAILLE SHALL BE USED. BRAILLE DIMENSIONS ARE STATED AND FACILITIES IN DETAIL-COMMUNICATIONS, ELEMENTS, AMID FEATURES, EXTENDED WA GROND ffi CURB OR BARRIER EDGE SLOPE MAXMUM RISE 3. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE SURFACE TEOIIOI C'.DDOL STEEPER THAN 1:10 BUT NOT STEEPER THAN 1:8 31A%iE6 PROJECT INFORMATION BLOCK JOF# 12 SWIMS DOOR. AT DOUBLE DOORS MTH ME ACTIVE LEAF, LOCATED SIGN CN INACTIVE BTEEPEA THAN 1:12 BUT N0T STEEPER THAN 1:10 61NCHES E N LEAF. AT DOUBLE DOORS WITH TWO ACTIVE LEAVES THE SIGN SHALL BE TO THE oA 11-1ar1 RIGHT OF THE RIGHT-HAND DOOR. WHERE THERE IS NO WALL SPACE ON THE 6Q m O 60 m T 63 Drum DNA., BY. NH LATCH SIDE, INCLUDING TO THE RIGHT SIDE OF DOUBLE LEAF DOORS, SIGNS SHALL 2. CROSS SLOPE OF RAMP RUNS SHAH NOT BE STEEPER THAN 1:48 CxE[KEDBV. oR BE PULED ON THE NEAREST ADJACENT WALL, PREFERABLY 10 THE RIGHT. 7524 1524 1524 3. RAMP RUNS SHALL COMPLY. WITH FLOOR SURFACES 4. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 36 INCHES MINIMUM. WHERE 4. CHARACTERS SHALL CONTRAST WITH BACKGROUND WITH EITHER UGHT CHARACTERS HANDRAILS ARE PROVIDED ON THE RAMP RUN THE CLEAR WIDTH SMALL BE ON A DARK BACKGROUND OR DATE( TO UGHT, MEASURED BETWEEN THE HANDRAILS landing ram run lBRdin fBm VIII 5. THE RISE FOR ANY RAMP RUNT SHALL BE 30 INCHES MAXIMUM. MASS MARKET 5. WHERE REQUIRED: RAISED CHARACTER AND TACTILE EXIT SIGNS STATING 'EXIT' P N 9 fi. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN 1:48 AMID SHALL COMPLY SHALL BE REWIRED AT THE FOLLOWING LOCATIONS: lBMdiH E n WITH FLOOR SURFACES. I SHEET TIRE OW RS LEADING TO AN AREA OF REFUGE, AN EXTERIOR AREA FOR ASSISTED 9 0 7. RAMPS THAT CHANGE OAEC,PON AT RAMP RUNS SHALL PROVIDE A TURNING RESCUE, AN EXIT STAIRWAY, AN EXIT RAMP, AN EXIT PASSAGEWAY AND EXIT MD SPACE. DISCHARGE BI lBBfiI BS wide as iBmP NN 8 WHERE D RWAYS ARE ADJACENT TO A E SPACE SHALL BE PROVIDED. ANDPSHLANDING, ALL BE PITTED TIO RING ACCESSIBILITY ARE ADJACCTHE ENT TO A RAMP ~IUC LANDINGTHAT A EBE SIZED TO LOCKING A DETAILS CHANGE1 C TURNING SPACE. FINISHED FLOOR STRAIGHT LLHEQDWI 2 9. RAMP RUNS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE COMPLYING d HANDRAILS, I SHEET NUMBER E 10. EDGE PROTECTION NOT REQUIRED FOR RAMP !LANDINGS HAVING A VERTICAL M DROP-OFF of 1/2 INCH MAXIMUM WITHIN 10 INCHES HORIZONTALLY OF THE MINIMUM LANDING AREA. ZO Ea TAOTE SIGN NIBIOA~EOP EMT DOOR 12 PA'S8 ~ II, ACCUMULATION CT WA AT CONDITIONS SHALL BE DESIGNED TO PREVENT THE AO • /i - SUMS 2fe/7G /@C IDII.M AW.t il( ~ I I~ g M z~ w00 I I ~U Lu I ®U L I ~ DEMOLITION PLAN LEGEND vi EXISTING CONSTRUCTION OR EQUIPMENT TO REMAIN ° I I EXISTING CONSTRUCTION OR EQUIPMENT TO BE REMOVED IDENTIFIES AREA OF IMPROVEMENT TILE TO BE REMOVED eJ ___________-----___________________-___J L DEMOLITION KEYNOTES co > TELLER CANOPY Y/ a ( DI REMOVE EXISTING AIM ENCLOSUREl7ALLS AND DOOR. REMOVE EXISTING AIM AND SURROUPID. ENISIING POWER AND ® ° DP DATA TO REMAPII FOR NEi9 EATM, qqqry pil h REMOVE EXISTING FLOOR TILE IN VESTIBULE. PREP FLOOR TO RECEIVE 1., h ON D DO NEW TILE FINISH. REFER TO A I.I. D4 REMOVE THRESHOLD AY EI•ITRY DOORS. SEE AI.I. yy~~ ® BC41 7'h Q Lu 'I DR EXISTING FLOOR HVAC VEMPRGTECTIN PLACE I ~:c ~Wz ON El ED ~ DEMOLITION GENERAL NOTES ~ Q ~M, Q 1. GENERAL CONTRACTOR (GC) SHALL VISIT THE SITE. VERIFY EXISTING coNCmous. a Q j AUi PRIVATE BMIN 2. GENERALCONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT EXISTING WORK NOTSHOWNTO BE DEMOUSHED IS L~ VAULTNOT DAMAGED. ANY SUCH DAMAGED WORK IS THE RESPONSIBILITY 1` C AREA OF WORK DESK FnES OFTHEGENERAL CONTRACTORTO REPAIRTO THEORIGINAL ~ CONDITION TO THE LANDLORDS SATISFACTION. 3. MEP DFMOHRONNDICATEOONARCHITECNRAL DEMOLITION q~ PLAN MUST BE COORDINATED WITH THE REQUIREMENTS FOR MEP - - - - - - - - ~V CONSTRUCTION. TELLER UNE AREA f LAWS ' CS os Cs l'NG AREA 4. ALL ALL ACTIVITIES SHALL BE PERFORMED IN OCOMPLIANCE WITH ALL APPLICABLE BtE LOCAL. STATE AND NO FEDERAL CODES, TAWS AND ORDINANCES. THE INTEGRITY OFLTIE SAFETY AND EXISTING AR-TECTIE-CEEROF SYSTEMSISTOBEMAIMAINEDINACCORDANCEV4ITH THESECODES RECORD AND REGULATIONS. ❑ PIVATE CLIENT BREM ROOM B 5. THIS DRAWING HAS BEEN PREPARED USING PDFDRAVlING FILES OT PROVIDED BY OTHERS. WHILE THIS DRAWING GENERALLY 4 A REPRESENTS THE NATURE OF THE EXISTING CONSTRUCTION TO BE lyre Inc. WAITING AREA la~ ON DEMOLISHED, EXISTING CONDITIONS AS INDICATED HAVENOTBEEN nBONnvcr.;r, ,ASIA VERIFIEDAND NOTEVERY DEFAILOF EXISTINGCONSTRUCTIONIS 11 IS O SH014N.Ii61HE COMRACIORS RESPONSIBILITY TO VERIFY IXLSfINO xra x@.~ ATLI I CONDIIIOPIS, INCLUDING THELOCATIONS All D CONFIGURATION j IL -C OF STRUCTURAL FLOOR FNISH, PARTITION/WALL, CHUNG AND MECHANICALIHVACI, ELECTRICAL 6 PLUMBING, COMPONENTS Copyright Rese ed ANDACCESSORIES, LoaaY OZ s 0 _ 6 DEMOTHE LITION OF OftOOR fln1$HF56YOTERIOR WALL THE PARTITIONS, ASK nb,, ,mot € T ® INTERIOR DOORS EVIINDOWS, AND CEILING FINISHES AND ~ FIXTURES. U ❑ NDERSEANDNTANDG FORM EOPBSEQUN T NEW CONSTRUCTION ON TI t OAf Iff O ND ARWHEEADJAENT OR REQUIREUENISINEAS WHERAOJACM SU651itATE SEAS 1 COFFff GAI RESTRCOUS CONSTRUCTION 6 TO REMAIN AS PART OF THE FINISHED WORK. ` D [,z] E MCS ANITOR CLOSET ® 7. NO DEMOLITION OF BUILDING SHELL IS INCLUDED, EXCEPT AS - REQUIRED FOR NEW WORK AS INDICATED THROUGH OUR. SEE. B. UNDER NO CIRCUMSTANCE IS ANY 31JIUDING STRUCTURAL ELEMENT TO BE CUT OR ALTERED IN ANYWAY, BUILDING MMES SUCH AS WATER, SEWER. STORM WATER DRAINAGE, ELECTRICAL FIRE E PROTECTION,TEIEPHONE ALARMS, SECURITY, HVAC AND GAS ARE ! NOT 10 BE TURNED OFF OR ALTERED SUCH THAT THEY AFFECT BU4DING OR OTHER TENANT SYSTEMS. TEMPORARY SHUT-OFF IN ORDER TO ACCOMMODATETENAM CONSTRUCTION MUST BE COOR DINATED WITH THE LANDLORD. 9. THE CONTRACTOR SHALL VERIFY THE CONDITION OF ANY MATERIAL SSUE DATE DESCRIPTION BONG SALVAGED FOUR REUSE AND STORE NA LOCATION THAT WILL u,mm ISSDBBPCRPEANIT NOT ADVERSELY AFFECT ITS REUSE CLEAN AND REPAIR SALVAGED MATERIALS AS NECESSARY PRIOR TO INSTALLATION. ALL FINISHES AND ASSEMBUES SCHEDULED 10 REMAIN SHALL BE RECONSTRUCTED OR REPAIRED TO LIKE-NEW CONDITION. I 10. GC SHALL REVIEW AND BECOME FAMILIAR WITH THE PHASE I REPORT AND SUMMARY, IF APPLICABLE. 11, CONTRACTOR MUST OBTAIN AQMD APPROVAL PRIOR TO DEMOLITION. 12. IMPOBTAM:COORDINATE EXTENT OF DEMOLITION WITH REQUIREMENTS OF NEW CONSTRUCTION. [ PROJECT INFORMATION BLOCK 4 13. REMOVE FROM SHE PROMPTLY B LEGALLY ALL ITEMS NOTNOTED ,3 sY»s FOR RE-USURE-INSTALLA110N OR DELIVERY TO OWNER. All 1I-0T- 11 CEAMr BY VM 14. ALL DEMOLITION ACTIVITIES SHALL BE PERFORMED IN COMPLIANCE CHECKED BY. CB WITH ALL APPUCA BLE LOCAL STATE AND FEDERAL CODES, LAWS AND ORDINANCES. THE INTEGRITY OF LIFE SAFETY AND EXISTING Aiooa SYSTEMS IS TO BE MAINTAINED IN ACCORDANCE WITH THESE CODES MASS MARKET AND REGULATIONS. RRR 15. REMOVE EXISTING ELECTRICAL PHONE, DATA AND/OR LIGHTING SHEETDTIE f EQUIPMENT IN COORDINATION WITH LIMITS OF NEW I CONSTRUCTION. DEMOLITION 16. THEOVFURNITURE CATER- THE INE CB CBERE ALL PROJFURNITURE THAT ECTFMElAGEECTMANAGEH PLAN REMOVED AND AND p / OORR REL RELOCATED. 4 II AND GENERAL CONTRACTOR SHALL COORDINATE WITH CHASES FURNITURE VENDOR FOR PICKUP OF FURNITURE NOT BEING RE-USED. SUEET IIUUBER sc>rE 17. WHERE NEW PAPERLESS TELLER PIN PADS HAVE BEEN IDENTIFIED FOR DEMOLITION PLAN iu, 1 INSTALLATION. THE EXISING PIN PADS ARETO BE REMOVED ALONG A1.0 WITH POWER AND DATA CONNECTIONS. RETURN EQUIPMENTiO { THE CHASE OWNERS REPRESENTATIVE OR DESIGNATED AGENT. i I VENDOR CONTACTS N04W1 WMFACILPEB CMACT MORE EY LJ I ~ BUM LL ALCUS&J E00M£E Slifil{Cw PAY$TRwN C6MWOR - - ~ 10 BE11.W®IVef[VE E6TR2UEER r p BEtlREYEAt%E BIREEE Ck95CVfi BW;I14R9IXT f' 10 sslt N J .xNUxor rwsro-sxa Q oFSDVm PwA wain Blo-zrw~ 0. 4felVCI,g41 PHIMP1 Frt,ilp - w IQI11 04HA VRSYFL JEIdGE'COOPi Q V Fld]NECf41IPM6LL UCNAft 6:6i11EY1 W omM WIN ® U waomm QC61U w-n,,0, { womEElvrtPROwxrarx. nucel Vxu rsuufra _ N t CPAGBPtI rC98 w p j tNiff mu0AS ¢iE V. w7•191,010 _ MWIJE RCR RIEiIXfV d12AilVP18 _ _ !gUSMiIE LWd - - [SIREIITIN BEUVUOnasAUxO wulwY mfafznB uw,w USAnea+z eEaznsira - B;muo uxu - - Bsweurwt MumIREw,EOI T `ATE_ elNOGBY➢V IBI-irmvU w VATMEIY9 PA14E LBM_ OISiPBIRO.P r----- I I,giTCN&9WIPoEg PA :FfFIPM 6N3B4NEB = " 1 PIPIRE UBERE lle9 - - O VAl- PAPY&LEIli9 ~ 6156[41818 - - - - - N ~sEC_SoWEW.9 KWIDECEARY PMNd a ~ y ~ sssaeo VAR4TUm bk.H' CvA- %SI P L ® z swxnewnluw UHTLReurw - ® Z Q 0 v 8 um uRa x ZNam x J utuY 1 usE Lau - - L vl W Z a Rmna BCCH Q M Q wuouwr w-me+ _ - 04 S Q I 1 FLOOR PLAN KEYNOTES Qi L Q NEW eAUTOMATIC TELLER MACHINE IE-ATM). CONNECT TO PI EXIST ING POVIER/DATA, REFER TO ELECTRICAL DRAWINGS FOR MORE INFORMATION. SEE I AND 2/AT2. FILL EXISTING OPENING TO MATCH ADJACENT EXISTING 4 O L-____--- P2 STOREFRONT FRAMING AND GLAZING SYSTEM AS REQUIRED, OR F RESTRORE IF POSSIBLE. GC TO VERIFY, SEE 3/A1.2. O PROVIDE SURFACE MOUNTED AUTOMATIC ACTUATOR W ITN 4"X N 4' STAINLESS STEEL PUSHPLATE WITH INTERNATIONAL SYMBOL OF TELLER CANOPY P3 ACCESSIBILITY AND ENGRAVING RUSH 70 OPEN". CENTERLINE OF PUSH PLATE TO BE MOUNTED 36- MAX. ABOVE FLOOR FINISH. PROVIDE AUTOMATIC POWER DOOR OPENER THIS LEAF. REFER TO ELECTRICAL DRAVlINGS FOR MOREIPIFORMATION, DOOR SHALL ARCImEanennulEER OP RES P4 OPEN WITH A MANUAL FORCE NOT TO EXCEED 15 LBS. xECaflo ON NON-POWER LEAFSHALL OPEN WITH A MANUAL FORCE NOT TO HCEED 8.5 LBS. ® PROVIDE I ~u PROVIDE SIGLACE ON BOTH SIDES OFTHE DOOR WITH WORDS Stantec "AUTOMATIC CAUTION DOOR"PER ANSI/BHMA A156.I9-2013 ArzM1iechuelr~. SECTION 6.THESIGN SHALL BEA MINIMUM OF6"IN DIAMETER 4NSmAMmgmAw.k9etW S WIIH BLACK LETTERING ON A YELLOW BACKGROUND, AND cNCaRP.uu4w ® ® MOUNTED SC'E1Z'fROMTHE FLOOR TO THE CENTERLINE OFTHE TG NI}ffSH&S f ON SIGN. w.r«naxcml P4 NEW CERAMIC TILE IT-3001. SEE A1.2 FOR FINISH SCHEDULE. VAULT EF ® PROVIDE VINYL FILM ON STOREFRONT GLAZING BEHIND NEW Copyright Res edP AREA OF WORK PRTVATE BNRONG P7 E-ATM. VERIFY FILM SPECIFICATION WITH CHASE DESIGNER. SEE VITA 4/A13' DESK NEW AFTER HOURS CARD READER SYSTEM PROVIDED AND of ~.ac.~=~•aa~wPra~AY= INSTALL ED BY OWNER'S SECURITY SYSTEM VENDOR. PROVIDE NG PIT AFTER-HOURS ATM VESTIBULE ACCESS SIGNAGE. SEE ELECTRICAL DRAWINGS. sEaE 'IPf rs w ' PS PROVIDE NEW COMPLIANT DOOR THRESHOLD. SEE6/AO.2 AND 5/A 12. iElltfl UNE AREA 'I vB I ~ YPoRfJNC AREA p10 NOT USED. ' I PIT PROVIDE NEW CAMERAS PER NEW LAYOUT AND PROVIDE ALARM PER CHASE STANDARDS AT E-ATM BY CHASE VENDER. r iJ:J I PflNAIE IX)FNf BREAK flOWI PI2 NEW CERAMIC TILE T-300) CUTIN 3'X 12'TILES ATVESTIBULE - - ❑ DOOR. I1 R INSTALL ACCESSIBLE BUILDING ENTRANCE SIGN IE021 AS PER t III CHASESIGNAGEGUIDENIIES.SKUNNHEI WHITEOPIBLUE. SEE IFi - WABIRO AREA 17/AO.3. _ II EXTERIORPOST MOUNTED AUTOMATIC ACTUATOR WITH 4"X4" I )>y I` L 2 vlp) STAINLESSSIEEL PUS HPLATE WITH INTERNATIONAL SYMBOL OF _ ACCESSIBIiITY ANDENGRAVING'PUSH TO OPEN'-CENTERLINE OF esuE DATE DESCRIPnolf P14 PUSH PLATETOBEMOUNITED 36' MAX. ABOVE FLOOR FINISH. ffm7117 ISSUEDFORPERV(T PROV IDEA LEVEL LANDING AT CLEAR FLOOR SPACE AT2RSLOPE i ( MAX.N DALL DIRECTIONS, AND LOCATE OUTSIDE OFTHESW ING PE L - I G LOBBY OFANY OORS. GENERAL NOTES ~I PI a-rur ysvz I Im~l _ ,I j ❑ W ORi ® ® PROVIOEBLOCKING AND BACKING AS DEFLIED IN Pr ® SPECIFICATIONSAT2'-0 'AFF AND 8'-0"AFFIN EXISTING WALLS AND _ NEW PARTMONS FOR ALL CASEWORK AND ACCESSORIES. r//,~~ _ CWFEE I,A1Q COORDINATE WITH FIXTURESHOP DRAWINGS. RESTROOM Y'-i' 0 ® AIFS TIES a CR CLOSET 2. ALL ANGOR 1PI. 3. ALLINALLSTOTO RE EIVEA LVELEL4FIFISURCE 4 4. ALL INTERIOR DIMENSIONS IMENSIONS ARE FINISH SH U.O.N. SH SURFACETO HPIISH SURFACE PROJECT INFORMATION BLOCK U.O.N. 5. INTERIOR PARTITIONS ARE 5"WIDE(NOMINAL DIMENSION)- n 7.777 ACTUAL DIMENSION IS SLIGHTLY SMALLER U.O.N. USA-BY W. CNECNE00V' pR ALL ADA SIGNAGE TO BE FURNISHED AND INSTALLED BY GENERAL CONTRACTOR IAOO¢ MASS MARKET FLOOR PLAN LEGEND SBEETETLE EXISTING WALLS TO REMAIN r - -1 FLOOR PLAN 0 L__J IDENTIFIES AREA OF IMPROVEMENT O SHEET INMBEfl FLOOR HMSN• SEE FINISH SCHEDULE ON A12 PARTIAL FLOOR PLAN wr 1 es EQUIPMENT TAG- SEE EQUIPMENT SCHEDULE ONAI.2 AM r EXISTING CODA IT V~I J LA) AFRAYE 2 O ~ ~m d PEYNO MCDELIS7X3AFG f FINISH MILL-FIN ALUM INUY U) IIEL'likE 0 O 1 4k O Q Ix U w X: - FE,0STIN. CONCRETE ® U EXISTING LIGHT FUTURES - y EXTERIOR DOOR THRESHOLD 5 a o <AYAAAARENAPorD IT OFERASE PART TO MU a EEUSfoercusrarfN-~ z z 'CI CASH SCHECX NnoouU Ig' III II. OCR COr idCitEif CARD READER En flEVI VINYL FILM ON m NEYY$TOAEFRONT GLAZING cou CASH 06P6rSEE Urn Q STOAEFRQVTGIAZIN'G 57< AHG FRWETOMATCH TOR Dl J~ W ECR'EETIC awlut'rt cA W VERIFY SPECIFICATION w ACIACEf.R I ~y V41TH CHASE DESIGNER ~y Goj CEr5Y&iEld OPL OPERAT ONPANEL s rIL -Y LAIING V'S w w ,PA SLTFANCOTER~F[CFaTFRIMII~ w f YUALCISPUN Ip Q GC 70 VERIFY ENACT T 3 CQ'IDRION$ o h INFIELD. RESiCRE f P T I ® N IGGG EXISTING IF POSSIBLE, { pp 0 0 LL, PROTECTCUnfN3 z $YSTENI AND GLAZING ~1 }y ® Q Q O III PLACE. lh'h=ghtalmaN.f~~LAihms J V¢i CG:M EPFICW CC& ERP.GCR OCR MCU GPL L Q Q ssawI c F E o c e A ~p 1- uEmm Ei9mo HsLAmm eneH. a.;a<m nr<m„ muoom W a 04 S an Hl (IA Inca ABG<I„ nTGa rnlnm Is,ra to RF'A GImm .Cmm Gmm -P I mm PJrtm Q Ina p6m1 INa IOa) RSnI ISf nl 9~N N`+Sa h m d r f 3 ELECTRONIC AUTOMATIC TELLER MACHINE s`E Q EXTERIOR ELEVATION EXTERIOR ELEVATION N ARC-1R-PPER OF OFFICE AND MISCELLANEOUS EQUIPMENT SCHEDULE RECORD FUAASEHEOEY F:ATALLEGBY E0.9 RIGHT lAG DFACP,PIIOV W'--C-E, PADGUti FINISH QNHeQ GC VE%WA YF4 DAIEA GC YEXDDfl VENGQI -S . Stantec NCMeCMelnc. 12/WJh F4FCm~AVe.SiAeIOD CYt<OL.AtC@H ~ mlc~cmnlws Co=gIRetied e~aa o .r a, I I ~ oni r, , _T'..TOrr~ r__~r,r[r_ bEAL I 9t.V3£ Oell i4VFROLgA'NASTEREC®IACLf RUEBERYIU GkT4F[IPL FG SSfA SS 9GlllCII,PU$iICMERWRL0.FR1TFNd $IEfl T1 'Ell" BANK EQUIPMENT SCHEDULE WXYSNED BY HGTAUEO BY fWR iLRX FWIP FORM TAO OEECRPRW EUASACi@fR IROWCt FLASH Ui1kG GC VEIAIOR YFMOGR IXME4 M VFWgI I,ENOOR NOTES POIYEBTRANSITIOIBOX ISSUE DATE DEECRNTICN ROOAPIAN IIwmT IssumroRPmYrt I~.rwrvna _w•.r.um ~I€ I 1 I I 1 I I j PROOJECT INFORMATION BLOC Ts JA 22276W DATE 1117-20Z121 I oRawrl er, wH CHECK.- DA YODEL NA.YLruESra aASU alm0N0 AuNmar _ . . aanasTauuntTaucoara amva~ 'rr`„"' MASS MARKET 11 AFJSI NTMY'1G) FONFR1RAIlNlkl P0.C -ME CUSIW EAIX 11 Y o m SHEETTITLE INTERIOR DETAILS AND D.BEAR CSI6E 0ELEVATION AFLOOR PI-AN SCHEDULES 6HEETINM eATM DETAILS R`A`E 1 A1.2 j k AE VIATIUNS POWER COMMUNICATIONS A AMPERE Ha4RJ4 TO PANEL NUCATID (CGN(E.UED} NUNYAI 3/4' COMM L. UNLESS M1ORRSE AFC ABOVE FINISHED CEILING NOIFD PAOITE 112 CONDUCTORS AR REONRED AFC ABOVE BY TIE NNaRR Of ORaAS SHORN, 4 DATA W TLET - WALL MOUNTED - U014 CENTER MOUNTED IB' AFF ~ ~L hl AFF ABOVE FNASHE RWR NMLDE 112 GROUND AND N2 NEUTRAL CONDUCTORS. AHU AIR N40UNG FINISHED DUNC U UNIT GRADE FOR NOMINATE EYMIDYG 15' USE THE NEAT TARE N 92F 1H CONDUCTORS. ® TELEPHONE WHET -WALL MOUNTED -LION CENTER MOUNTED 18' AFF (h ALUMINUM ATS AUTOMATIC TR94SFER SWITCH 0- 1 Net-----112 AMG Q DATA/TELEPHONE OUTLET - WALL MOUNTED - UON CENTER MOANTED 18' AFT In O AWG AMERICAN WIRE GAUGE T5-150 Fat------110 AND r10 11- 211 --------I B AND L© TV OUTLET - WALL MOUNTED - UON CENTER MOUNTED IB- AFF O 250 - 35D Fat ---------I 6 AM ~ BFC BELOW FINISHED CEILING RU9I a°DA BOX WIN W 1RILOAPd BFP BACKFLOW PREVENTER THERE SOUL M A MAXIMUM OF 2 MARCH ORaATS FOR ENGLE PHASE AND J HMO ~l1 ~ (n o (2) TELEPHONE DATA EEcu 7 c cavW1r aW w rs FOR THREE PHASE PER HNERM (u POUTED W THE Hors} TEXT swuN (zTELEPHONE amErs CAT CATEGORY BY HOEDAY N'OGTES PANSTMAR0 DUMMIa1 ATM Ai00T MASER(S). (1) QUO RECEPTACLE WIRE (ONE STANDARD AND ONE ISOLATED GROUND DPLX) Z. O CB CIRCUIT BREAKER WREY0.° W04 SIXES CAST TAW FLOOR BOX WIN POKER AND COMA 'ATOM - 0 E p CH CHILLER RNWr fOftFAIFD N WALL W ABOVE CFHLtiC SPACE W'USS OTHERWISE NOTED A[R53W615 REW98o PLUS AFPROP"ME WILT RATE N @10.55 TRASK COATTRACTOR TO FU CIL C NT IT PWNEf R2 CkA0Ci0R5 AS PEOIUtO BY llE NUMBER OF ORWIR MOiB7. NEAR O U EWER AND INSTALL FLOOR DCX RM All OUTLETS, CONVECTORS FIG `~!J a CL CENTER LINE INFER N ARaIIRCTPA1 lRAMNOS FOR LCGTIRL CLG CEILING NOLUDE 112 GROUND ATM 112 NEUTRAL MPNAW 1/2' WHAT. CT CURRENT TRANSFORMER f- :1 W COPPER UNDERGROUND OR BELOW SAB WNOUN. UNLESS OTHERWISE NOTED PRM O2 a Ow DlsywAS~ER FIRE ALARM 7{ W CO ACI0.9S AS WWRED BY THE INVBP OF ORCErs SHOW NUUOE 02 u DWG GRAVING GPWUD AND 012 NEUTRAL. uiANY 3/4' WOAAr. \ I EST EQUIPMENT BOARD 1 GROUND ROD AS INDICATED EC ELECTRICAL CONTRACTOR 05 OIMi LEVOUNTE D BY BY0 p PT DETECTOR -120 MD.I - RI.Wd9fiD AND WRIT BY DVISOI 16 - J) O INSTALLED MIT 15 F" EF E)AIAUSi FAN Q REAM W WALL MOUNTED uDNCMN EDM - Ua197E AS HNRD BY NEC EM EMERGENCY © MOM WARM INIXfATOR AMR KEY OPERATED TEST SWTCA LED, AND RESET- WALL EMT ELECTRICAL METALLIC TUBING a MOTOR AS INDICATED MORN 60' AFFM EERIER ENCL ENCLOSURE ENO ELECTRIC WATER COOLER ® SURGE PROTECTIVE DEVICE AS INDICATED RELAY- FOR LINT SHUT-OCAN EWH ELECTRIC WATER HEATER E EXISTING SINGLE PUSHBUTTON - UON CENTER MOUNTED 413' AFF FA FIRE ALARM ® PANELBOARO - BRANCH CIRCUIT TYPE - 120/ I~ 208V 1 FATC FIRE ALARM TERMINAL CABINET FCP FINE ALARM CONTROL PANEL [T] O UNUTY TRANSFORMER AS INDICATED (PAD OR POLE mouDMO) FO FIBER OPTIC CA GROUND FAULT CIRCUIT INTERRUPTER 9 METER SOCKET SECURITY GND,C GROUND co > NACR HEATING/AIR NON-MLE DWMIZCT SWITCH - HEAVY DUTY - SEE CONDITIONING-RATED SEAICAT"S - UWCUNTTOPOFDXAOSUREON'AFF ® GENERAL NOTES: Lo NO HAND DRYER ® 'pp CARD READER -LION BOTTOM MOUNTED 40' AFF HID HIGH INTENSITY -AUDISCIARCE FUS OSW1NECr S-U0-IO,1Vf Wtt - WYDESPOCATED AFF ON PLANS ® pd O FIT NOA HANG-OOFFF-AUTO EE - ~ NEPRCATRM1R UW MOUNT TOP W ENCLOSURE 66- 66' ATE fi HORSEPOWER ® PUSH BUTTIN! ACTUATOR - JOIN BOTTOM MOUNTED 48' AFT (V APE HIGH POWER FACTOR @r AMEND CROAT BAKER- MAIN DUTY - SEE BECwCATKAS ® KEY PAD - JON BOTTOM MOUNTED 48' AFF L All EVDS OFCmlDUIr5Y3TAA MALLHAVE ABUSHINGCRAC-LINGINSIAIIEOFORIHE ~ ~ t - ISOLATED HIGH PRESSURE SODIUM - UCN MOOR TOP OF ENCLOSURE 66 AFT PURPOSE OF PROVIDING PROTECTION OF CONO,OTORS. ISOLATED GROUND SNGLE RECEPTACLE - 20A, t20V-LION 18' AFF FROM BOTTOM OF BOX © ELECTRIC STRIKE - MOUNTED ON DOOR 2. ALL LOW VOIinfr_WWINGIN BIACCESSIaLEAREAS SHALL BEINSIAUM IN ME- CONDLAI. N OA D. CONGLITSYSTMINSTAMMON ME ROOFS-LL 3=SUPPORTED DAERY WIFFEN. L6 O w DUPLEX RECEPTACLE - 200. 120Y - UPN 18' AFF FROM BOTTOM OF BON. ® DOOR CONTACT - MOUNTED ON DOOR FRAME ® Z Q 0 KCMG JUNCTION THOUSAND CIBOXRCULAR MILS 4. EC. TO PROVOS ALL IWRNGIV<t-G LOW VOLTAGE TO DEMP LANEC:SMVAICR -Gm R COUM ERTP DLP.EX RECEPTACLE - 20.1, 12N - UW IB'XFF BROW W OF EW ® AUTOMATIC TELLER MACHINE PETER TO MANNFACM M ..1. GLA-tS, g CECONDUCIORSFRO'A RC--ER TO MEaEAL KVA KILOWATT AMPERE DOUBLE E OUPU% RECEPTACLE - 200. 120Y - Ual IB'AFS FROM BORON OF BOX _ z KW KILOWATT TTF O AHD -AFTER HOURS DEPOSITORY 5. TECUNUR MAT CONTAIN TIE S- RWMSxa1 aE EN'GS®INAURB.MUAI DFFOUR INCHES I4I OFCONCRa_ ~ ~ y W Z CC. FBI DOUBLE DUPLEX RECEPTACLE-20A, 120/-DUN © ALARM TAI- TELLER CASH DISPENSER 61 ME CIRCUIT BREAKERS FOR BAERGENCY UTHNG AND EYT 51- SHALL 3E LCCATfO IN ME QMQ MCB MAIN CIRCUIT BREAKER SOFTEN MOUNTED 42' AFF OM-A RIGHT OF THE aETRH'AL PANEL RAPPLCALE a.J MCC MOTOR CONTROL CENTER ® ALARM CCHT/IAMP a 80' A.F.F., U.O,N. 9. ALLVIFIINGIORMEPJRPOSECf NARGi'C SISIaAS4uLLBEIN5IALLOwASEPAPAiE U~p) MID MAIN DISTRIBUTOR PANEL POMRna'S/JATA FLOOR Bat V/ N= MIN METAL HAUDE G VAULT CorNNlsSi'uA ONO COIAPILI:1!IND'3EVPVI. N MLO MAIN LUGS ONLY LI G Tel T I N G U, MOVESHALLBEASEPARATMEH FEDNEATRALNRTALLEDFOREkG-AIRGECCYIGNerlG 11 a MUST MANUAL MOTOR STARTER O AA - HOM/P BUTTON WAS - WFIlEb HpMP NATION CIRCORAND/OR .1 -11. CIRNR YY AAMSw MAN UAL MOTOR SWITCH 9. THE FUS_HOLDLi WRINEPARMVGl01 SMALL a_3USNUNN N~WEImE'N[3PA'OR MOD MODULAR EGJALYPMARJ33ERCONFP DOOTITOUHINSERIEDONLRIHBCRW®Ala,& EFNF MTO MOUNTED L~ ® ALARM SHUNT SWITCH REGION. A a CEILING MOUNTED 2-14- LIGHT FIXTURE ILO. AR-WTRVDCORNf➢S OFGCH UGtIM'GHRNRENCF4nGGPOARBRI'rALLaES.PPOPrD NO NORMALLY CLOSED ® DYE PACK TRANSMITTER H-KENNY FROIAAll OTHERSUPPORBNGS-1- NEC NATI ONAL ELECTRICAL CODE I CUllNG MOUNTED 2'x2' llCHi FIXTURE NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION A~° ® MAIN SECURITY PANEL 11. ALL RUOPHCENLUGIMNG.NULL PFFROTELTm BY A MAtIMOA OF A n9aRY IP01 AMP CIRCUIT IN NON-FUSED 311, ER. IN NFPA NATIONAL TIME PROTECTIVE ASSOCATaN A~° v CEILING MOUNTED LIGHT FIXTURE ® NCTIO BOk/MAN 12 ALLGREENFELD SHALL CONTAIN APROPERLY SUM GREEN GROUND CONDUCTOR A+N SHALL NOT NIC NOT IN CONTRACT EXCEWSACE IACMTLENCTIL NIGHT LIGHT ® VIDEO SWRtC1ER NO NORMALLY ORE! IA ON WALL MOUNTED LIGHT FIXTURE ID. AJIA' D'UTANOA41 C ISH RUN THEIIA3ASV3L 1111-TH ENTGORE NO4 NON-MOOUNAR VIDEO TIMER N5 SUCD14'aA1OP GNSLPROWO®OfOFIHELAOLOSEF SUCHCo0,9N.A CO+OVIIRSHALLdEPROTKTMROifCPA3y 3YALE AIL'-ASEONE N 30XVNM ACIXJREH-;.Y05D :ti OR GRANGE A' 0° CLUNG MOUNTED ROUND LIGHT FIXTURE ® OICIiP1 VIDEO RECORDER CORR. AgcWrfOn ErKNLIEFq Of ILK ALLBRAM1 HIIPCUICOWD CTORSSHAIL3-COrJr4F 19dYA1GNSCFASCREI'IIERNANAL RE[g10 I[] ® ' PB PUSNBUTiO11 ❑v LADED MONITOR CALLING MOUNTED SQUARE LIGHT FIXTURE IS. 4&CCMWNrc CFANY BPArICNCIPCWL<a+DUCIORIHCWDR1GAV'rR}_VtR~GRbNYD~ PIV POST INOICATORVALVE ® RADIO 0 12" A90VE CEILING PREM_RSHALLNOTDEPEND UEONCmCECOVN"0"'1OCHASWIPHOICERi ®Stantec PNL PANEL I RECEPTACL, RC WHERE ME REMOVAL OF SUCH I__ VI'OAOINERRUPTMECONII-1. AQ° E WALL MOUNTED LIGHT FIXTURE INTERNAL AIM CAMERA 16. OFRATNG OF NBSIRAIS 6PROxID® PP PATCH PANEL © ATChi1ECMOlOC. PVC POLYVINYL CHLORIDE CONDUIT FLUORESCENT STRIP 12. THEUSEOFAU%RIARY DILUTERS, NTRBVAYS RACBVAYS AS EOIOSURES MR SERVICE ENTRANCE R RELOCATED A T~ ORIAPPNGOFSERVICE FNTRAHCECO.N-MRSGSILICILYPR,17M. 9241afn 111- A,'xue. Rtx lAJl ffOURITY/CCAP0, ATW SYSTEM GG TO PROVDE flNRRIAN 0 CONCEALED SPACES CH:apaA- REF REFRIGERATOR I POLE MOUNTED AREA LIGHT - I NEAP IS ISTALLIEDNRCARONTAGS AHALLBEINS11- IVHEPEM. GROONOIG CONDUCTOR IS TI pRREAIaC ROC RICO GALVANIZED STEEL CONDUIT A° RCUU-N TO CONSRSr OF 3/4'CIX9M[4.4 BOXES AN() S2NRE CARD DINS(IFAUCAL) COHN-M TO MEGROUwLNG aEaRODE +a°maraF;,n SE SER„CIS MORANCE CEC GENERAL NOTES: 9. ALL IU.NCnON00KEPoR9G:IAGESxuta_PU<ED AS CLOiE AS POSSWIFTOCENTER SIGNAG= SM SURFACE MOUNT q(❑ o ❑ POLE MOUNTED AREA EIGHT - 2 HEADS SPA SURGE PROTECTIVE DEVICE BW SWITCH CopyMBhl ReservOA - 9NGlE FACE SWBD SWITCHBOARD A® EXIT SIGN t~EO~yr•.ma a 0.i . s.Nta iasao-:.,,+°.Na°ay n TB TERMINAL BLOCK LA ® EMT SIGN - DOUBLE FACE 1. WERE THE CONDUCTORS H A RACEWAY CA CABLE EXCEEDS PLIES. ARE MINABLE AATAOTY OF riFeaRo-nei,rw Prr, vvrNa ES THE SWITCH GW' WDJCIOq 9?ALL BE REDUCED PER TABLE 310.1518)(2} (710.15(BX2)) 11B TELEPHONE TERMINAL BOARD T ES COMMENTS rc*Na 1elsr. a` FACILI TVS9 TRANSIENT VOLTAGE SURGE SUPPRESSOR SWITCHING 2. WERE THE CONDUCTORS OR CABLES An OSGUED N CONDUITS ETP09D TO DRECT WHOM ON TYP TYPICAL W ABOVE ROOFTOPS STALL BE REDUCED PER TAME 310.I5(BX2Xa} UG UNDERGROUND 1 WORE TWO BTHERAUT AMPAWRS APPLY TO ADJACENT PORTIOIW OF A OApIIT, MME AVAACT` BGL 0 PROF UH UNIT HEATER UFCRRG! CONTRACTOR 10 SM:%-W LABEL TO ALL RfaPI.U1ES TIE F tE CIHEf~ oti SHALL UNLESS OTHERWISE NOTED ' SINGLE POLE SY,ITCH - 20A, 1204 - LON 48' AFF FROM TOP OF BOX. SHALL H PER THE JIDIXt) IXkPTOI UPS UNDITERRUPTIBLE POWER SUPPLY 4. WERE THE VplWV AVOCA TEMPERATURE IS OVER 30C, (B5FI, THE REFERENCED CORRECTION PARC. ON EACH MAR TO S1KK-W LABEL TO ALL BREDMPS MArt(BWAVHS LIBEL ]k/2J UREF UNDERCOUNTER REFRIGERATOR $i DOUBLE POLE SWITCH - 20A, 120V - LOT 48' AFT FROM TOP OF BOX FACTORS SHALL APPLY TO CONDUCTORS (TABLE 31OL16 7019) 9PAFff W ESH PANn C VOLT ~j THREE WAY SWICN - 20A, 120V ll - Ol 48' AFF FROM TOP OF BOX. WBRGUGY DUE WIN AUDHE ALARMS IOU-DIRA{ MODELI 99 TL-CP AIK-API 6 M, A affWIIW VAV VARIABLE MR VOLUME F pj FOUR WAY SWITCH - 20A, 120V -LION 4B° AFF FROM TOP OF BOX S INDICATE WHIM W,&IO METHODS (E.G. FMC, EMT. AG WC, RAC, ETC.) ARE N BE R4TALLED VE VO CE EVACUATION AT AW/ALL LOCATIONS ON THE PLANS (OWTER 9, TABLES 4, 5 85). APP12M C) VFD VARIABLE FREQUENCY DRIVE #i KEYED SWITCH - 20A, 120V - JON 48' AFF FROM IOP OF BOX, 4 Il2ml } B CIRCUIT EL/RIXS USE AS SWEDES I20 AND 2721(0RWRFSaNI WI®M COOAB YIG WAEIXIARO PB DIMMER SNITCH -LION 48' AFF FROM iC4 OF BOX. SHALL ALL H LISTED NM A AAROD'SWO' OR 9 STOP- . (240_83(0)J, WM WANE MO MA D ;~ROBtSON ISO WI PROOF $R VOTER RATED SW(F8 WIRE TOL - ME EOUP44NT SCHEDULE FM SEDFTCAIXA,NS A. AMY HVAD SYSTEM THAT TEAKS OTHER OCOPMOES BALL H PERMITTED TO ALSO SERVE THE XFMR TRANSFORMER © THE SWITCH AS INDICATED- DON MOUNT TOP OF ENCLOSURE 66' AFF PEUMPOR IEaW'OEDCY EWPSEIT ROW F ARE/SYOE DAMS AM HOMED AT THE PONT OF ENGINEERING, INC EEIAAIT , OF RTE ROOM BOUNDARY. 9U01 DAMPERS SHALL OPERATE W ACTVAMW OF 9R# ,EI MIECTORSANDALSO BYDMBATINOFTHEOSCOYECWD MEANS REWdE)BY64s,a(64S4 CHASE BANK GENERAL NOTE °Nra PHOTO CELT - COOAANATE MOUNTING LOCATION WIRE ARCHITECT ) WARM fONTACIW - RECRCGLLY AM - NUMBER OF ROES a NEEDED © 8. EACH MULT-WALE BRNO ORCUIT 94ALL BE PROVED) W R A MEANS THAT WU SMOLTANEWSLY RsuE D scRIPnDN OADNMCr All NKA0.NOED CONDUCTORS AT ME PONT WORE ME BRANCH WORT ORANAIES 11-T I55T£D FOR FER:BT (21a1(8I} ' 19 OCCUPANCY SENSOR - WALL Ma.MED - SEE SPEAIfAOWS - LWH COTTER MOUNTED 4N AFF WORK 9' PRO ITO BATCH BB REffIN PTM2013 1E HEIGHTS PER ESTATE GI% ~ OPo ANA REWRnsvrs CONTRACTOR SHALL COORDINATE FINAL LOCATION OF CALIF. ENERGY CODE ® AAUTOOMMATICUiYWwX""`THEEDnwa ELOFAU2)CONECTEDUMAMUESBASEDW THERMOSTATS, SWITCHES FLOOR AND WALL ME DAnr HvLL N THE SPACE 10. TIRE UNGROUNDED AND GROUNDED Waxrtra OF EACH uuLn-WIRE BW CIRCUIT SHALL H A GROUMBY wuTIES OR WAN UC`SNAT LEAST ONE LOCATION WINN THE PAYMIeARD RECEPTACLES, CARD READER, DOOR ACTUATOR, ]-BOXES, M1 WALL occuWmtY SENSOR - SESON swu IFM-WT-WI, ONE I TAE{ WM M OTHER PONT OF MONAIWR (210.4(0)) MRROPHaRC ARV PR DUAL TECHNOLOGY. MNRAAI LOAD POD WATTS PER MSCR ETC, WITH ARCHITECTURAL AND/OR STRUCTURAL SENSOR SITU BE CAPABLE OF TUT HC OF COOSCT O RECEPTACLE WANT W WARES 11' PROVIDE ALARM YS~~ I T~~ ~~R PERVIT% AMY S FROM LED NSW MiW~ DRAWINGS PRIOR TO INSTALLATION. CONTRACTOR SHALL OF SPACE HNC VACANL DEPARTMENTS. 0-0-0 OCCPANCYmrsw - DAKERSHAILHGPABLEOFNBIODOffALLCONNECRO CONTACT THE ARCHITECT IN CASE OF ANY UJIUMFFS WMV 30 MNUIES OF WARE BEING VACANT. 12 A PISTAILED Ew~YUERT SHALL BE JSTED AN APPROVED BY A an APPROVED DISCREPANCIES AND AWAIT FOR A WRITTEN RESPONSE ALMON MAESTRO 0-10 V DANA BENSON: MS-2101-RJSl WO. III PROJECT INFORMATION BLOCK 13, All INSTALLED EOM MCA AND MATERIAL SHALL BE LMT USIED AND APPROVED FOR THE PRIOR TO PROCEEDING WITH THE WORK, LOU. PAUSED PURPOSE DATE 11.1715 DRAV,11- NN CITY COMMENTS GENERAL INFORMATION 1C ALL 1-T TO BE OWFO EIRL CHECAEDBY ; Dq TEXT STRYW OR PLANS ADJACENT TO W MG AA NA DENOTE RE IS PRINCE All I" IAMINC AS HWHO PER 12013 CEG 1m161 0.-C, a ALL XAO( ID COMPLY WIRE M13 CO, (2N4 NEC) FMl6kRt? I6. FIELD VWSAV.CE RECEPTACLE M PROVIDED wOLN 75' OF ROOFTOP MEOWOGL DRAWING INDEX MASS MARKET i A - UPPERCASE LETTER MUTES Fl%WITCE lWPIHNr. ( (210.61) R P NC1'IETIR RAGAS EIGHT UMBN WIIAO. BHEETTmE 6. UMrM FEATURE IN WIiACI WTI INSULATION TO H NIL LASTED FOR THERMAL BA9RfR OR PROVIDE J' I o LOWERCASE YNNAI CLEA CIEAWWE - IU1~R GIFS BRANCH DRCURT SWITCH NUMBER IT MULTIPLE RACEWAYS COM,6b'RD AVHE THAN 2 CURRENT GRRRAM LCfdVCIQiS 910.11 COOLY MN FIXTURES MALL BE NTPPACTED AS FCLLms WANT [7013 CEO, 31a15(BX2)(A)j c CONST AND PARIS SOUL ADI H RECESSED W NNE RATED 11AEUM4S OMFS$ BOXED, NTH EOAVAIEM 2 WI ORA1yING No. DEGCRIPTION LEGEND, HNWIMWDON. I& WERE ME DISCONNECTS ARE NOT FAOVDEO W1161' SON FROM THE ECUA'L3NT N APpES p NlR4AL BNdCN DRMII ME SWIM OR GREAT 9i &PEAMA MUST N'01NE PROIW4S FOR NMA A Leas AND HEST ABBREVIATIONS ,L MORN M FOLLOWNG AMC HG9TED FLOOR: M(IWIS MUST AMMI NTH THE EOIpgV➢D, THESE MOND PRWl9oNS HAW TO BE PART OF NOTES AND INDEX' WOES- IS' 70 A' EMERGENCY LIGHT FUTURE NTH BATTERY BACKUP THE EFVMENT, DTAA PMWII N ME EIIUPMBA DESTUI OR G AN H TURE THAT EO.0 LEGEND, ABBREVIATIONS, NOTES AND INDEX ❑ 72JI M14 EXCE N NO. f THERMOS-S- TO G' 1 NUMBERS SORT ON PLANS ADJACENT TO WR14G DEICES INDICATE BRANCH CIRCUIT C44 (A2XAUEO W THE EWTMDIE [/1,141(5,, /25(B} 424.19, /1a74IXOIDMlI NO. I, EIRE UE ELECTRICAL PLAN THERMOSTATS- FROM 3 7018' MRTEMR 60QRA)(7X3), 620.51(A) F%(fPMtN ILO. I, 62]5} 670.55( E1.1 ELm1RICAL PLAN 17i ' MEASURED FWM BOTTOM d TOP OF WIRES R9ECTSnY. 4. STANDARD SYVBD.S SOWT ON LEGEND MAY NOT APPEAR ON ALL PIAIR WERE yyr e PANEL OROAT DIRECTORY TO COMPLY MM SECTON 4014, CEO SYMBOL APPEARS ON PLANS RPo091 AMID NSTAI. AS SPECIFIED. 4 O, 0 I. WP. COVER OF OUTLETS TO WOLY W IN SECT. Ifae (B) (tti CEO =r:1MWV%ewyaex RVs mxArn-seuwuRn`Aam uaFaruo E aM ®n® O 10 O F 10 In O ~U Lu ®U o I, i W ® I 00 Lf) -4 ® ° N y h PL6 az~ u0 Ja0 2 Lu V) z Q N J 2 4Q CL Q F - _ i I - ~ P 0 DEMO KEY NOTES: N Qi RELOCATE EXISTING ATM, DEPOSIT, AND ASSOCIATED POWERIDATArSECURIN. SAVE CONDUITS AND WIRES FOR RELOCATED ATM EQUIPMENT; EXTEND TO NEW LOCATION AS REQUIRED. OUTLINES AREA OFWORK I AA HUEEC RxdrffERCE L_J I I ® Stantec Archlleclure lnc. ll«mxkxameuzan_Lhz 4~1 r~ nus,a~o J Co ghl Reserved ® ~ ~0 RED PROFS ~ ) CC GINff Sa ~,P 1419 P ,uEnrt e e FYI e e ® ROBISON ❑ ~I ® ❑ ENGINEERING, INC ~ narnr issuEGEanaarvm 9 _ s ~a~ ae L ® PRO JECTINFORMATION BLOCK mrsvar oarExar-za,r ~RAV4N AY. NH I cxccKEOer, oR AWOEL MASS MARKET ~ sxEETTms DEMO e , ELECTRICAL PLAN SHEETIN.I9ER 2 KEYED NOTES: DEMO ELECTRICAL PLAN E1.O SCALE; 114'=1'-0° NL) ' ~AV+WI%-m as ~v.w mcw<ealiwmse ~M ~ O "J o° Q ix 0 flJ 'aU w2 V1 ® I CONSTRUCTION FLAG NOTES: Qi REUSE EISTNG ATD POV DAlarSECLRM. DENTRACTOR SHALL PQM1EWOATA CONCURS FRCAI IU0SRIkf ATI,L TO NFIV ANA LOCATIOIIVIC TPENCNIK4 Q PROVIOEAN F-TY3'J'FIFXISLE CONCUITMTHA PULL I➢lEFROA{THECEILWG -UI-N THE COOR LIULLIOI TO FACILITATE DOOR CONTACT IISTALLATION. Qi NEW CARD READER, COOROPWTE ESACTLOCATION WITH PROJECT "ANA.- pTHEEECTRICALCOITMCN SHALLPRMIOEARACEWAYTOTHEFROIRMTEA VEETRULE 000RF-EEFORIMEEURPOSECFNUNNINOIY-FORME ELECTRIC DOOR STEVE. OVERRIDE KEY SVNTCH MID ASSOC WED EOUIPI,IFNR. THE ELECTRICAL COMPACTOR SHALL FURNUSH AND INSTALL ALL CON'OUR AND JUNCROII 111 eOKES NCLUOING -1- C MIT, IF REQUIRED AS %YELL AS PULL WIRES AS REOUlR.. QQ THEGENERALCQ!UMCTORSHALLPRONOETHEELECMR STRINETOCQMOLTHE RICHE COOK ONLY, Ep I ©NENAUTOflATC 00 OR OPENER. CONTRACTOR TO FIEI VENFI' ANO NEESW:K Y®~ (®1~ I E PACEONPM'ELACIRCURII.PROVIDEII Y.IAL .REAI(ER. r1-PIESAREAOF.- yH P _ aI L__J L6 oz z YM® ~Q0 = ui V) z F - - - - Q - - - - - - - - - - - - - U) F N 2 / N - - - - - - - UP TIENCINEFROF Rf 1 LLER Gi DPY Stantec I ~ nrErnecrolemD. 115.N,aLMp. a~~w1~L c. E,ayA LClCd I: 0 Copyrghi Bel ed E~ El ❑ SEAL 40R~OCPIIf FSJ`o IEl 15,4R3~~ ® ea[Gay H'MmI VW1tla AUraAM DOOR OPENER D:I p p SECW[ff TLA{ENU FMMGHTIUF j[oOlpQN - OF OJMOR DOORp NIe' I s>a ENGINEERING,INC 0 IesUE OATS OFS ~-f. - - - _ _ _ _ 1107117 IssuEDEOFOR NTRVERwT ~ r L _ PROJECT INFORMATION BLOCK JOSH 2II76N75 H OATS' i1dI3IN I Rn ` tl 6 I6' E G rtEDB NH Y: Cfl 3 I.gOEL !I MASS MARKET SHEETDrtE ELECTRICAL PLAN EHEETNUIIAER 2 KEYED NOTES: q ELECTRICAL FLOOR PLAN E1.1 I SCALE:aIe=r-W N C'a'~is~ otter w.w~A~.®Rs City of Ashland - - Community Development Department Pt~kfll-~ NUMBER 51 Winburn Way TREE-2018-00003 Ashland, OR 97520 _t R Y Telephone:541-488-5305 Apply Date: 5/11/2018 r ~ is Inspection Line: 541-552-2080 Plan Type: Tree Removal Work Class: Tree Removal Permit Review Map & Tax Lot - Property Address _ 391E09BD4500 243 E Main St Owner Information Applicant Information Owner: Crater National Bank of Medford Y Applicant: Stantec Architecture Inc. Owner Po Box 810490 Applicant 224 S Michigan Ave 1400 Address: DALLAS, TX 75381 Address: Chicago, IL 60604 Phone: - Phone: (312) 453-7605 Project Description Tree Removal - Chase Bank Fees Fee Description: _ Amount: Tree Rem ovalNerification Fee (Type 1) $29.00 Applicant: Date: Total Fees: $29.00 g Stantec Stantec Architecture Inc. 224 South Michigan Avenue Suite 1400, Chicago IL 60604 To: Derek Severson From: Dana Rizzo Company: City of Ashland ❑ For Your Information Department of Community Development ❑ For Your Approval Address: 51 Winburn Way Ashland, OR 97520 ❑ For Your Review Phone: (541) 552-2040 ❑ As Requested Date: May 10, 2018 Confirmation File: 222769075.991 of receipt: Delivery: Fed Ex Standard (signature) Reference: Chase Bank - 243 E. Main St - Tree Removal Permit Submittal Package Attachment: Copies Description 1 Completed and signed Zoning Permit Application 1 Check for plan review fee 1 Written narrative 2 11 x 17 drawings sets (please note I have used the same drawing sets that were submitted for our original plan review) 0+0 vh STANTEC ARCHITECTURE INC. E D€...- Phone: (312) 453-7605 Dana. Rizzo@stantec.com Do,sign wNh co unundy in hind or v:\2227\octive\222769075\architecture\correspondence\transmittals\2018_05_ 10_chase_ashland_tree removal permit _transmittal.docx