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20-102279-Appeal-06-9-2020-V1Bulletin #079 – December 11, 2018 Page 1 of 1 k:\Handouts\Request for Administrative Decision Property Address/Location Description of Request List/Describe Attachments For Staff Use Code Interpretation/Clarification Critical Areas Letter/Analysis/Peer Review Request for Extension (Land Use/Plat Approval) Revisions to Approved Permit Tree Removal Zoning Compliance Letter ____________________________ Applicant NAME PRIMARY PHONE BUSINESS/ORGANIZATION ALTERNATE PHONE MAILING ADDRESS E-MAIL CITY STATE ZIP FAX FILE NUMBER ____ ____ - ____ ____ ____ ____ ____ ____ Date REQUEST FOR ADMINISTRATIVE DECISION COMMUNITY DEVELOPMENT DEPARTMENT 33325 8th Avenue South Federal Way, WA 98003 253-835-2607; Fax 253-835-2609 www.cityoffederalway.com April 2, 20201 9 1 0 3 6 0 4 Todd Olson McGranahan Architects 253 383 3084 253 254 2473 todd.olson@mcgranahan.com2111 Pacific Ave Suite 100 Tacoma WA 98402 32275 32nd Avenue South, Federal Way Process I "Director's Approval" DaVita Business Office Parking & Landscaping Modification DaVita Healthcare is requesting that the condition for approval requiring the two new pedestrian pathways to be "continuous with a distinct pavement texture and color that extends across the drive isles" be reconsidered. DaVita has requested that aluminum walkway covers be added to the connecting walkways through the parking islands, which were not indicated on the original Process I submittal. I have attached a Proposed Aluminum Walkway Cover plan along with standard details for the prefabricated walkway cover manufactured by Mitchell Metals. The walkway covers are intended to provide protection from the elements for teammates traveling between buildings as well promote pedestrian safety by clearly identifying the pathways through the existing parking lot. DaVita feels that the visual impact of the canopy components along with the proposed high-visibility white paint stripes at the drive isle crossings will provide a safe environment for their teammates, both pedestrians and those arriving to campus in vehicles, while avoiding the disruption to parking access that would be required to replace pavement with new concrete crossings at drive isles. 1. Copy of Process I "Director's Approval Letter, dated 09/12/19 2. Proposed Aluminum Walkway Covers document by McGranahan Architects, dated 02/17/20 3. Process I Submittal documents by ESM, dated 02/28/19 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(091(5'%6+10#0&6*'0'1(5'%6+10604'9/-+0)%1706;9#5*+0)610 )'0'5+5-%&'8'.12/'06..%&#8+6#$75+0'551((+%'4&Ä  Know what's R %106174+06'48#.ž B SIDE VIEW CANOPY HEIGHT (SEE NOTES) CANOPY WIDTH (SEE NOTES) A B COLUMN BEAM GUTTER DETAIL ASCALE 1 : 4 #12 x 1" SS SCREW-USED FOR INSTALLATIONOF CANOPY DECKING ALUMINUM RIVET-10 PER CORNER SET,6 PER OUTSIDE,4 PER INSIDE EXTRUDEDBEAM BRACKET 1/4-20 x 1-1/2" SS SCREW USED FOR CANOPYFRAMING CONNECTIONS WELDEDEND CAP 1/4-20 x 1-1/2" SS SCREW USED FOR CANOPYFRAMING CONNECTIONS COLUMN WELDEDCOLUMN BRACKET BEAM DETAIL BSCALE 1 : 6 STYROFOAM BLOCKOUT-REMOVED AND FILLED WITHCONCRETE DURING CANOPYINSTALLATION 9 INCH #5 REBAR CONCRETE FOOTING- FOOTING SIZE AS REQUIRED FOR BEARINGUPLIFT AND MOMENT(BY OTHERS) DEFLECTOR PLATE COLUMN 4" 2 34 " 6" DETAIL B SIDE VIEWSCALE 1 : 7 DEFLECTOR PLATE-SEAL TO INTERIOROF COLUMN STYROFOAM BLOCKOUT-REMOVED AND FILLED WITHCONCRETE DURING CANOPYINSTALLATIONCONCRETE FOOTING- FOOTING SIZE AS REQUIRED FOR BEARINGUPLIFT AND MOMENT(BY OTHERS) CONCRETE SLAB(BY OTHERS) 9 INCH #5 REBAR ALUMINUMRIVET COLUMN ISOMETRIC VIEW OF CANOPY SECTION VIEW OF CANOPY ITEM NO.PART NUMBER DESCRIPTION QTY. 1 SHORTWAYS W BEAMS 1 2 4 x 4 x .125 Tube 1'-4 3 6X8 Beam 76'-8 4 4X6 GUTTER 71'-1 5 4 inch Welded Bracket 5' 6 4 End Cap 4'-4 7 6 Inch Extruded Cap 669'-4 1/2 8 3 x 6 x 0.060 Extruded Pan 678'-11 1/4 9 4 Extruded Bracket 5'-2 10 Concrete Slab By Others 1 11 6 inch corner set assembly 4 12 6 Inch Gutter Corner Set 1 13 2"x2"x.125" Angle 8 1/8 14 ALUMINUM RIVET 10 15 6 inch gutter splice 4 16 6 inch gutter splice 1 17 6 Inch Splice 1'-6 18 ALUMINUM RIVET 16 19 #12 x 1" SS SCREW For Installation of Canopy Decking 562 20 1/4-20 x 1-1/2" SS SCREW For Canopy Framing Connections 184 21 4x4 Deflector Plate 16 22 4x4 DEFLECTOR PLATE 1 23 ALUMINUM RIVET 1 24 Small Block Out Assembly 16 25 Small Blockout Removed and filled with concrete during canopy installation (8in.x8in. @ top, 12in.x12in. @ bottom, 12 in. tall)(installed by others) 1 26 Concrete Footing (Small)Footing size as required for bearing, uplift and moment 1 27 7 Inch # 5 Rebar 1 D C B AA B C D 1345678 8 7 6 5 4 3 2 1 E F E F SHEET 1 OF 1 SHORTWAYSWITH BEAMS DATE: TITLE: JOB NAME: STAMP Aluminum Walkway Covers REVISION # : 9/13/2017 2 NOTES:DC = DRAINING COLUMN (IF APPLICABLE)• CANOPY WIDTH RECOMMENDED NOT TO • EXCEED 13'-0" COLUMN HEIGHT RECOMMENDED NOT TO • EXCEED 12'-0" OR WIDTH OF CANOPY, WHICH EVER IS LOWER ALL FASTENERS TO BE 300 SERIES STAINLESS STEEL• OR ALUMINUM SPECIFICATIONS Section 107300 - Aluminum Walkway Covers 1.01 General Description of Work: A. Work in this section shall include design and fabrication of pre-engineered aluminum canopies. B. Canopies are to be fabricated and installed according to approved shop drawings. 1.02 Design Criteria: A. International Building Code 2015 B. ASCE 7-10 C. Aluminum Design Manual 2015 D. Local governing codes and standards for site location 1.03 Materials: A. All materials shall be extruded from aluminum unless indicated otherwise on the drawing. B. Material sizes shall meet or exceed the design criteria on 1.02 1.04 Finishes: A. Factory applied baked enamel to comply with AAMA 2603 B. Color selected from manufacturers standard colors 1.05 Manufacturers: A. Mitchell Metals, LLC -www.mitchellmetals.net - 770-431-7300 B. Dittmer - www.dittdeck.com - 407-699-1755 C. See Specifications 2.1-C for conditions of equivalent systems by other manufacturers. 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NO. 3-4ACURB AND GUTTER REPLACEMENT AND EXTRUDED CURB APRIL 2012 DWG. NO. 3-12SIDEWALK SECTION DWG. NO. 3-21MISCELLANEOUS PAVEMENT MARKINGS Rev. NOV 2014 (GFGTCN9C[9#VJ#XG55WKVG#2146+101(091(5'%6+10#0&6*'0'1(5'%6+10604'9/-+0)%1706;9#5*+0)610 )'0'5+5-%&'8'.12/'06..%&#8+6#$75+0'551((+%'.#Ä  %106174+06'48#.ž