CITY OF PUYALLUP PERMITTING PORTAL

See Document Markup

FIRST REVIEW COMMENT: A lot combination permit is required by Planning as indicated in the 12/7/2023 civil permit corrections. Please add the City assigned site address and County assigned tax parcel number from the lot combination to the site plan. The parcel lines depicted on this building permit site plan must match the new property lines from the approved lot combination permit. [SITE PLAN, C3.0, sheet 1 of 1] SECOND REVIEW COMMENT & RESPONSE TO APPLICANT'S CORRECTION RESPONSE LETTER DATED 2/9/2024: A lot combination permit is still required by Planning as indicated in the 2/29/2024 civil permit corrections. For any questions regarding the lot combination requirement, please contact Nabila Comstock, City Planner, at 253-770-3361. According to her correction, the civil permit cannot be issued until the lot combination is complete and Engineering cannot issue the building permit until the civil permit is issued first. Please add the City assigned site address and County assigned tax parcel number from the lot combination to the site plan. The parcel lines depicted on this building permit site plan must match the new property lines from the approved lot combination permit. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Indicate that construction note 39 is referring to the directional hospital road sign. Add the following language to construction note 39: "The permit holder shall notify MultiCare Good Samaritan Hospital by contacting Aaron Piche, Manager of Engineering Services, at aaron.piche@multicare.org and Heidi Rock at heidi.rock@multicare.org with the proposed impacts and sign displacement duration at least 48 hours in advance of job start. No emergency service vehicle travel routes shall be blocked or rerouted." [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Depict, label, and add a construction note for the car wash reclaim tanks and oil/water separator with a reference to the installation under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Add a reference to retaining wall building permit PRRWF20231581 for construction note 28. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

No aboveground facilities shall encroach on the recorded easements. The aboveground facilities depicted on these plans as encroaching on said easements include the trash enclosure doors that swing open over the easement, bollards, parking lot lights, roof overhangs and awnings, EV charging station, bus stop bench (in an area of the easement that will be dedicated to the City ROW), fueling facility oil/water separator, convenience store external grease interceptor, and monument sign. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Building permit PRCNC20231424 shall not be issued until civil permit PRCCP20231423 and all necessary demolition permits are issued first. The building permit site plan must match the approved civil permit site plan. A final comparison of the building and civil plans are required prior to building permit issuance. Please prepare and coordinate a final building permit site plan submission after the civil permit has been issued. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Depict, label, and add a construction note for the fueling facility oil/water separator with a reference to the installation under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Depict, label, and add a construction note for the convenience store external grease interceptor with a reference to the installation under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Add a reference to sign permit application for installing new monument sign for construction note 29. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Revise trash closure drain to match catch basin type 1 per City standard detail 02.01.03 as depicted on the civil plans. [CONSTRUCTION PLAN SET - TRASH CLOSURE, G1.4, sheet 2 of 18]

See Document Markup

Remove AIR/WATER UNIT DETAIL from trash enclosure construction plan set and relocate to car wash construction plan set since it will be located nearby and connected to the car wash water service as depicted on the civil plans. [CONSTRUCTION PLAN SET - TRASH CLOSURE, G1.5, sheet 3 of 18]

See Document Markup

Depict, label, and add a construction note for the stormwater drainage vault and oil/water separator with a reference to the installation under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

Comment

Since the building permit cannot be issued until civil construction permit PRCCP20231423 is issued first and the building plans must match the approved civil plans, please coordinate your final building permit submittal with the approval of the civil permit to avoid redundant or surplus building permit submittals. [Yianni Charitou @ 01/22/2024 4:20 PM]

See Document Markup

Verify DFU value for 3-COMP SINK in accordance with to UPC Table 702.1. Kitchen, domestic sink has a 2 DFU value. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P0.1, sheet 74 of 84]

See Document Markup

Recalculate Total SS F.U. to resolve discrepancy. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P0.1, sheet 74 of 84]

See Document Markup

As indicated in the Grease Interceptor Sizing Chart on sheet P0.1, all floor sinks (FS-2) should discharge to the grease waste line and not the sanitary sewer soil waste line as depicted. Redirect floor sinks to grease waste line on the sanitary drainage plan on sheet P1.1 and waste diagram on sheet P2.0. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P1.1, sheet 78 of 84]

See Document Markup

As indicated in the Grease Interceptor Sizing Chart on sheet P0.1, all floor sinks (FS-2) should discharge to the grease waste line and not the sanitary sewer soil waste line as depicted. Redirect floor sinks to grease waste line on the sanitary drainage plan on sheet P1.1 and waste diagram on sheet P2.0. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P2.0, sheet 81 of 84]

See Document Markup

Replace the depicted grease interceptor detail with City standard details 04.06.01 and 04.06.02 to match the grease interceptor details on the civil plans. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P4.2, sheet 84 of 84]

Other/Miscellaneous

Please note, separate building permits were required for each structure. The City of Puyallup Permit Center split the submittal into separate building permits and separated the submittals accordingly. After you have addressed the corrections, only resubmit the pages of each plan set that were returned to you for each building permit. The pages should be resubmitted in the same order in a single PDF document. If you have questions regarding this requirement, please contact the Permit Center at 253-864-4165, option 1.

See Document Markup

Revise trash closure foundation to depict the catch basin type 1 per City standard detail 02.01.03 as required on the civil plans. Include detail 02.01.03 in the construction plans. [CONSTRUCTION PLAN SET - TRASH CLOSURE, S2.9, sheet 14 of 18]

See Document Markup

Depict and label the roof downspout connection to the new stormwater collection system for the proposed trash enclosure. The trash enclosure will be reuqired to have a roof per City standards and downspouts discharging over sidewalks and parking lots are prohibited. Reference the installation of the storm connection for the trash enclosure under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Dumpster Enclosures shall comply with City Standard Section 208.1: 1. Enclosures (with roof) shall be required for all new commercial and redevelopment projects where Minimum Requirement #1 though #5 or Minimum Requirement #1 though #9 are required, as outlined in the Ecology Manual. Enclosures shall be covered (roof) and fully enclosed to prevent precipitation from entering garbage dumpsters, containers, compactors, grease dumpsters and the enclosure floor. This does not exempt the requirement for watertight containers. 2. Enclosures shall be large enough for a garbage service vehicle to pick up and dump the waste without the container being rolled outside the enclosure. The gate opening shall be a minimum of 12 feet wide and swing open a minimum of 120 degrees from the closed position. Each gate shall also include a drop rod and receiving posts to keep the gate fixed, or pinned, in the open and closed position. The vertical clearance of the roof shall be a minimum of 15 feet and the minimum depth of the enclosure shall be 12 feet. 3. Where one (1) enclosure is utilized for both garbage and recycling services the gate opening shall be a minimum of 25 feet. 4. Enclosures should be located within 300’ of the business or residence it is serving. 5. Enclosures shall be designed to allow walk-in access without having to open the main service gate. 6. Enclosures for compactors shall be designed on a case-by-case basis. The enclosure width, depth and vertical clearance shall be sized and evaluated based on the compactor and the use of the business or residence. 7. Enclosures should be strategically placed for accessibility and designed to accommodate the turning radius of a SU-30 single unit truck. 8. A grade break shall be provided around the enclosure to prevent runoff from entering the enclosure. 9. No stormwater catch basins or manholes should be located within 10 feet of the enclosure, if unavoidable the lid shall be solid and locking. 10. The interior floor of the enclosure area shall slope towards a Type I catch basin, or equivalent, and be plumbed to sanitary sewer. 11. Roof downspouts for enclosures shall be connected to an existing or new stormwater collection system and accounted for during design. Downspouts discharging over sidewalks and parking lots are prohibited. 12. When designing garbage enclosures, developers are encouraged to contact the garbage service provider to verify the location and access. Revise the trash enclosure construction plans to comply the criteria above and indicate on the plans how each of the twelve items above are addressed. [CONSTRUCTION PLAN SET - TRASH CLOSURE, G1.4, sheet 2 of 18]

See Document Markup

Please reduce the size of the three proposed convenience store awnings to avoid overhang encroachment on the easement. All other underground and aboveground facilities encroaching on the easements will be reviewed under the civil permit. [SITE PLAN, C3.0, sheet 1 of 1]

Other/Miscellaneous

A revised construction plan set for the trash enclosure was not received in the resubmission. Please submit a revised trash enclosure construction plan set on the next submittal that addresses trash enclosure corrections. [Yianni Charitou @ 03/12/2024 11:43 AM]

See Document Markup

Revise with correct location. Pg 37/140 of structural calcs - convenience store.

See Document Markup

Provide water line supply connection for HB-1. Pg P1.0

See Document Markup

Did not locate sheet P3.1. Pg P1.1

See Document Markup

Provide water line supply connection for HB-1. Pg P1.0

See Document Markup

ALL PLUMBING WORK ASSOCIATED WITH CONVENIENCE STORE INSPECTED BY BUILDING INSPECTOR IS REQUIRE TO BE ON PLUMBING PLAN. REMOVE ALL REFERENCE TO SEE CIVIL DRAWINGS IF REQUIRED FOR ANY PLUMBING INSTALLATION AS THESE ARE STAND ALONE CONSTRUCTION PLANS. INCLUDE ALL PLUMBING WORK INSTALLATION BY EOR ON THESE PLANS. PAGE P1.1

See Document Markup

Provide water heater location within structure and line supply lines from water heater to all fixture it will be serving. Pg P1.0

See Document Markup

Did not locate reference #5 or #6 on sheet. P3.1

See Document Markup

PROVIDE PLUMBING DETAIL TO WHERE DRAIN WILL DISCHARGE AND DESIGN ON CONSTRUCTION PLANS. BUILDING INSPECTOR WILL BE INSPECTING CONSTRUCTION OF TRASH ENCLOSURE AND DOES NOT REFERENCE CIVIL PLANS. PAGE G1.4

Miscellaneous Planning Correction

The architectural plan set calls out multiple window types including tempered glazing, laminated glazing, solarban spandrel, and solarban clear. The nonresidential design review standards (below) required that 60% of the surface area of the street-facing wall to consist of windows and/or transparent doorways. The plans show the correct percentage, but it is unclear whether the windows and doorways along the east facade are transparent materials. Are they completely reflective? Please provide more information. PMC 20.26.300 (3)(d) Building Entrances and Design. At least one building entrance for an individual building (or individual tenant spaces) shall face each public street frontage or be located within 50 lineal feet from a public street frontage. Directly linking pedestrian access shall be provided between the street right-of-way and each building entrance. No less than 60 percent of the surface area of any street-facing wall shall consist of windows and/or transparent doorways.

Other/Miscellaneous

Please clarify in whether there are walls behind the windows along the eastern facade.

See Document Markup

Revise with correct location. Pg 37/140 of structural calcs - convenience store.

See Document Markup

Provide water line supply connection for HB-1. Pg P1.0

See Document Markup

Did not locate sheet P3.1. Pg P1.1

See Document Markup

Provide water line supply connection for HB-1. Pg P1.0

See Document Markup

ALL PLUMBING WORK ASSOCIATED WITH CONVENIENCE STORE INSPECTED BY BUILDING INSPECTOR IS REQUIRE TO BE ON PLUMBING PLAN. REMOVE ALL REFERENCE TO SEE CIVIL DRAWINGS IF REQUIRED FOR ANY PLUMBING INSTALLATION AS THESE ARE STAND ALONE CONSTRUCTION PLANS. INCLUDE ALL PLUMBING WORK INSTALLATION BY EOR ON THESE PLANS. PAGE P1.1

See Document Markup

Provide water heater location within structure and line supply lines from water heater to all fixture it will be serving. Pg P1.0

See Document Markup

Did not locate reference #5 or #6 on sheet. P3.1

See Document Markup

PROVIDE PLUMBING DETAIL TO WHERE DRAIN WILL DISCHARGE AND DESIGN ON CONSTRUCTION PLANS. BUILDING INSPECTOR WILL BE INSPECTING CONSTRUCTION OF TRASH ENCLOSURE AND DOES NOT REFERENCE CIVIL PLANS. PAGE G1.4

See Document Markup

A lot combination permit is required by Planning as indicated in the 12/7/2023 civil permit corrections. Please add the City assigned site address and County assigned tax parcel number from the lot combination to the site plan. The parcel lines depicted on this building permit site plan must match the new property lines from the approved lot combination permit. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Indicate that construction note 39 is referring to the directional hospital road sign. Add the following language to construction note 39: "The permit holder shall notify MultiCare Good Samaritan Hospital by contacting Aaron Piche, Manager of Engineering Services, at aaron.piche@multicare.org and Heidi Rock at heidi.rock@multicare.org with the proposed impacts and sign displacement duration at least 48 hours in advance of job start. No emergency service vehicle travel routes shall be blocked or rerouted." [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Depict, label, and add a construction note for the car wash reclaim tanks and oil/water separator with a reference to the installation under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Add a reference to retaining wall building permit PRRWF20231581 for construction note 28. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

No aboveground facilities shall encroach on the recorded easements. The aboveground facilities depicted on these plans as encroaching on said easements include the trash enclosure doors that swing open over the easement, bollards, parking lot lights, roof overhangs and awnings, EV charging station, bus stop bench (in an area of the easement that will be dedicated to the City ROW), fueling facility oil/water separator, convenience store external grease interceptor, and monument sign. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Building permit PRCNC20231424 shall not be issued until civil permit PRCCP20231423 and all necessary demolition permits are issued first. The building permit site plan must match the approved civil permit site plan. A final comparison of the building and civil plans are required prior to building permit issuance. Please prepare and coordinate a final building permit site plan submission after the civil permit has been issued. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Depict, label, and add a construction note for the fueling facility oil/water separator with a reference to the installation under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Depict, label, and add a construction note for the convenience store external grease interceptor with a reference to the installation under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Add a reference to sign permit application for installing new monument sign for construction note 29. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Verify DFU value for 3-COMP SINK in accordance with to UPC Table 702.1. Kitchen, domestic sink has a 2 DFU value. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P0.1, sheet 80 of 116]

See Document Markup

Recalculate Total SS F.U. to resolve discrepancy. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P0.1, sheet 80 of 116]

See Document Markup

As indicated in the Grease Interceptor Sizing Chart on sheet P0.1, all floor sinks (FS-2) should discharge to the grease waste line and not the sanitary sewer soil waste line as depicted. Redirect floor sinks to grease waste line on the sanitary drainage plan on sheet P1.1 and waste diagram on sheet P2.0. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P1.1, sheet 84 of 116]

See Document Markup

As indicated in the Grease Interceptor Sizing Chart on sheet P0.1, all floor sinks (FS-2) should discharge to the grease waste line and not the sanitary sewer soil waste line as depicted. Redirect floor sinks to grease waste line on the sanitary drainage plan on sheet P1.1 and waste diagram on sheet P2.0. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P2.0, sheet 87 of 116]

See Document Markup

Replace the depicted grease interceptor detail with City standard details 04.06.01 and 04.06.02 to match the grease interceptor details on the civil plans. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P4.2, sheet 90 of 116]

See Document Markup

Revise trash closure drain to match catch basin type 1 per City standard detail 02.01.03 as depicted on the civil plans. [CONSTRUCTION PLAN SET - TRASH CLOSURE, G1.4, sheet 2 of 18]

See Document Markup

Remove AIR/WATER UNIT DETAIL from trash enclosure construction plan set and relocate to car wash construction plan set since it will be located nearby and connected to the car wash water service as depicted on the civil plans. [CONSTRUCTION PLAN SET - TRASH CLOSURE, G1.5, sheet 3 of 18]

See Document Markup

Revise trash closure foundation to depict the catch basin type 1 per City standard detail 02.01.03 as required on the civil plans. Include detail 02.01.03 in the construction plans. [CONSTRUCTION PLAN SET - TRASH CLOSURE, S2.9, sheet 14 of 19]

See Document Markup

Depict, label, and add a construction note for the stormwater drainage vault and oil/water separator with a reference to the installation under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

Comment

Since the building permit cannot be issued until civil construction permit PRCCP20231423 is issued first and the building plans must match the approved civil plans, please coordinate your final building permit submittal with the approval of the civil permit to avoid redundant or surplus building permit submittals. [Yianni Charitou @ 01/22/2024 4:20 PM]

See Document Markup

Verify DFU value for 3-COMP SINK in accordance with to UPC Table 702.1. Kitchen, domestic sink has a 2 DFU value. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P0.1, sheet 74 of 84]

See Document Markup

Recalculate Total SS F.U. to resolve discrepancy. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P0.1, sheet 74 of 84]

See Document Markup

As indicated in the Grease Interceptor Sizing Chart on sheet P0.1, all floor sinks (FS-2) should discharge to the grease waste line and not the sanitary sewer soil waste line as depicted. Redirect floor sinks to grease waste line on the sanitary drainage plan on sheet P1.1 and waste diagram on sheet P2.0. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P1.1, sheet 78 of 84]

See Document Markup

As indicated in the Grease Interceptor Sizing Chart on sheet P0.1, all floor sinks (FS-2) should discharge to the grease waste line and not the sanitary sewer soil waste line as depicted. Redirect floor sinks to grease waste line on the sanitary drainage plan on sheet P1.1 and waste diagram on sheet P2.0. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P2.0, sheet 81 of 84]

See Document Markup

Replace the depicted grease interceptor detail with City standard details 04.06.01 and 04.06.02 to match the grease interceptor details on the civil plans. [CONSTRUCTION PLAN SET - CONVENIENCE STORE, P4.2, sheet 84 of 84]

Other/Miscellaneous

Please note, separate building permits were required for each structure. The City of Puyallup Permit Center split the submittal into separate building permits and separated the submittals accordingly. After you have addressed the corrections, only resubmit the pages of each plan set that were returned to you for each building permit. The pages should be resubmitted in the same order in a single PDF document. If you have questions regarding this requirement, please contact the Permit Center at 253-864-4165, option 1.

See Document Markup

Revise trash closure foundation to depict the catch basin type 1 per City standard detail 02.01.03 as required on the civil plans. Include detail 02.01.03 in the construction plans. [CONSTRUCTION PLAN SET - TRASH CLOSURE, S2.9, sheet 14 of 18]

See Document Markup

Depict and label the roof downspout connection to the new stormwater collection system for the proposed trash enclosure. The trash enclosure will be reuqired to have a roof per City standards and downspouts discharging over sidewalks and parking lots are prohibited. Reference the installation of the storm connection for the trash enclosure under civil construction permit PRCCP20231423. [SITE PLAN, C3.0, sheet 1 of 1]

See Document Markup

Dumpster Enclosures shall comply with City Standard Section 208.1:? ?????????? ????? ????? ????? ?? ???????? ??? ??? ??? ?????????? ??? ????????????? ???????? ????? ??????? ??????????? ? ?????? ?? ?? ??????? ??????????? ? ?????? ?? ??? ????????? ?? ???????? ?? ??? ??????? ??????? ?????????? ????? ?? ??????? ?????? ??? ????? ???????? ?? ??????? ????????????? ???? ???????? ??????? ?????????? ??????????? ??????????? ?????? ????????? ??? ??? ????????? ?????? ???? ???? ??? ?????? ??? ??????????? ??? ?????????? ????????????? ?????????? ????? ?? ????? ?????? ??? ? ??????? ??????? ??????? ?? ???? ?? ??? ???? ??? ????? ??????? ??? ????????? ????? ?????? ??????? ??? ?????????? ??? ???? ??????? ????? ?? ? ??????? ?? ? ???? ???? ??? ????? ???? ? ??????? ?? ? ??????? ???? ??? ?????? ????????? ???? ???? ????? ???? ??????? ? ???? ??? ??? ????????? ????? ?? ???? ??? ???? ?????? ?? ??????? ?? ??? ???? ??? ?????? ????????? ??? ???????? ????????? ?? ??? ???? ????? ?? ? ??????? ?? ? ???? ??? ??? ??????? ????? ?? ??? ????????? ????? ?? ? ??????? ????? ??? ?? ????????? ?? ???????? ??? ???? ??????? ??? ????????? ???????? ??? ???? ??????? ????? ?? ? ??????? ?? ?? ????? 4. Enclosures should be located within 300’ of the business or residence it is serving.?? ?????????? ????? ?? ???????? ?? ????? ??????? ?????? ??????? ?????? ?? ???? ??? ???? ??????? ??????? ?????????? ??? ?????????? ????? ?? ???????? ?? ? ???????????? ?????? ??? ????????? ?????? ????? ??? ???????? ????????? ????? ?? ????? ??? ????????? ????? ?? ??? ????????? ??? ??? ??? ?? ??? ???????? ?? ?????????? ?? ?????????? ?????? ?? ????????????? ?????? ??? ????????????? ??? ???????? ?? ??????????? ??? ??????? ?????? ?? ? ???? ?????? ???? ?????? 8. A grade break shall be provided around the enclosure to prevent runoff from entering the enclosure. ?? ?? ?????????? ????? ?????? ?? ???????? ?????? ?? ??????? ?????? ???? ?? ??? ?????????? ?? ??????????? ??? ??? ????? ?? ????? ??? ???????? ? ??? ???????? ????? ?? ??? ????????? ???? ????? ????? ??????? ? ???? ? ????? ?????? ?? ??????????? ??? ?? ??????? ?? ???????? ??????? ???? ?????????? ??? ?????????? ????? ?? ????????? ?? ?? ???????? ?? ??? ?????????? ?????????? ?????? ??? ????????? ??? ?????? ??????? ?????????? ??????????? ???? ????????? ??? ??????? ???? ??? ??????????? 12. When designing garbage enclosures, developers are encouraged to contact the garbage service provider to verify the location and access.?????? ??? ????? ????????? ???????????? ????? ?? ?????? ??? ???????? ????? ??? ???????? ?? ??? ????? ??? ???? ?? ??? ?????? ????? ????? ??? ?????????? ????????????? ???? ??? ? ????? ???????? ???? ????? ? ?? ??

Miscellaneous Planning Correction

Miscellaneous Planning Correction

The architectural plan set calls out multiple window types including tempered glazing, laminated glazing, solarban spandrel, and solarban clear. The nonresidential design review standards (below) required that 60% of the surface area of the street-facing wall to consist of windows and/or transparent doorways. The plans show the correct percentage, but it is unclear whether the windows and doorways along the east facade are transparent materials. Are they completely reflective? Please provide more information. PMC 20.26.300 (3)(d) Building Entrances and Design. At least one building entrance for an individual building (or individual tenant spaces) shall face each public street frontage or be located within 50 lineal feet from a public street frontage. Directly linking pedestrian access shall be provided between the street right-of-way and each building entrance. No less than 60 percent of the surface area of any street-facing wall shall consist of windows and/or transparent doorways.

Other/Miscellaneous

Please clarify in whether there are walls behind the windows along the eastern facade.