RESPONSE TO BUILDING COMMENTS.pdfMarch 30, 2015
Mr. Chuck Miller
Plans Examiner
City of Edmonds
121 5`a' Ave. North
Edmonds, WA 98020
RE: Building Division Plan Review
Permit Application BLD2015-0228
WinCo Foods Store No. 136
21900 Highway 99
Edmonds, WA 98026
Dear Chuck
P1J fir! r rj�
I Ji II hh n
We appreciate your time in reviewing our plans and providing your comments on March 27, 2015. Please
see our response below and the attached, revised, drawings and supplementary documents. Let me know
at your earliest convenience if you have any questions or need any additional information.
On sheet C1— Cover Sheet:
1) Code Information — Occupant Load Calculation (Table 1004.1.2) — Provide all occupant
load for the 10,828.89 square foot area noted as `No Load' using the appropriate function of
space' and `occupant load factor' found in International Building Code (IBC) Table
1004.1.2. There does not appear to be any areas represented than would not have an
applicable load factor.
RESPONSE: No Load has been removed from the occupancy calculations on sheet C1
2) Drawing Index — Update the provided information to include the following sheets:
® SO — Structural Notes
• SI — Foundation Plan
® SL l — Foundation Details
® S2 — Platform Framing
® 52.1— Platform Framing Details
® S3 — Roof Framing Plan
® 53.2 — Roof Framing Details
• S3.3 — Roof Framing Details
• S3.4 — Support Details
RESPONSE: The Structural sheets have been added to the DRAWING INDEX on sheet C1
On sheet SO — Structural Notes:
3) General -Note 97 —Upon deferred submittal provide a detail(s) and a reference(s) to it for
all storage/display racking anchorage(s)/attachment(s) as follows:
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bra i se ( i daho I 83 /02 I p 208 . 258 .
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208.258.6166
® Free-standing racks 5'9" to 8'0" tall - Note on the plans that anchoring is required on
all four corners and at intermediate locations when joined together
Free-standing racks greater than 8'0" tall - Engineering is requiredfor anchorage and
racks (member sizes and connections, etc.)
® Wall -supported racks greater than 10'0" tall - Engineering is required for anchorage
and racks (member sizes and connections, etc.)
RESPONSE: "Racking Systems" refers to pallet racking only. Refer to comment No. 25
Response for 5'-9" to 8'-0" tall shelving/racking anchorage
On sheet AI — Slab Plan.-
4)
lan:
4) Slab Plan — Change the `Keyed Note' markfor° the placement of bollards around the propane
tank exchange from `33' to `17.
RESPONSE: Keyed note #33 on sheet A 1 has been removed from the plan and the keyed note
legend. Those particular bollards have been removed from the design as they were deemed
unnecessary.
5) Keyed Notes
a. Note #9 — Clark the reference to sheets `FPI ' and `FP3'. No such sheets could be
found among the submitted construction documents.
b. Note #10 — Clark the reference to sheet FP3.3 '. No such sheet could be found
among the submitted construction documents.
c. Note 432 —Provide on the plans the required reinforcement referenced As Shown'
to guide proper construction and inspection.
d. Note 935 - Clarify the reference to detail `SDI -3'. No such detail could be found on
sheet 'SDI'.
RESPONSE: Sheets FPI and FP2 were provided with the initial plan review submittal. The
keyed note #9 and #10 references on sheet Al are correct. Keyed note #32 on sheet Al has been
updated, "(E) CONCRETE TO REMAIN". Keyed notes #5 and #13 on sheet Al are calling out
new concrete "...CONCRETE WITH REINFORCEMENT, RE: S1 FOR REINFORCEMENT &
RE: A 1.3 FOR PLACEMENT OF CONTROL & CONSTRUCTION JOINTS." Keyed Note #35
on sheet Al has been updated to be keyed note #24, "8" STEEL PIPE BUMPER, RE: A1.2-15"
On sheet A1.5 — Enlarged Slab Penetration Plan:
6) Right Rear Enlarged Slab Penetration Plan — Clark the cut section reference `51A23' at
gridlines F2.5-8.5'. No such section could be found among the submitted construction
documents.
RESPONSE: Section cut reference A23-5 on sheet A1.5 was placed in error. Callout has been
removed from RIGHT REAR ENLARGED SLAB PENETRATION PLAN
On sheet A1.6 — Enlarged Slab Penetration Plan:
7) Left Front Enlarged Slab Penetration Plan — Clark the section reference ` IA21 ' at
gridlines `E7.5-3.7'. No such section could be found among the submitted construction
documents.
RESPONSE: Section cut reference A21-1 on sheet A1.6 was placed in error. Callout has been
removed from LEFT FRONT ENLARGED SLAB PENETRATION PLAN
On sheet A2 — Floor Plan.-
8)
lan:8) Floor Plan
a. Provide a 'Keyed Note' for mark `35' in space `105' — Security Processing.
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Lacr i sc= ( i r1�17c� I £3 3_irC)2 I �7 2013 2���i (�1�i0 I t 100. 2`.iE3.61f�fi
b. Clare the mark 7' at gridlines `H.8-4.3'. It does not appear to apply to the location
indicated.
RESPONSE: Keyed note #35, "CONDUIT UP IN WALL FROM OUTDOOR FRONT
CAMERA LOCATIONS, RE: SDI, E5", was added to the keyed note legend on sheet A2.
Keyed note #7 at gridlines `H.8-4.3' was updated to keyed note 440 on sheet A2
9) General Notes — Note # 6 — Clark the reference to detail `A3-20'. No such detail could be
found on sheet `A3'.
RESPONSE: General note #6 reference to detail A3-20 has been updated to the correct detail
reference of A3-18.
10) Keyed Notes
a. Note #11— Clark the information and sheet references provided. They do not
appear to apply to the locations indicated.
b. Note # 54 — Change the detail reference for the `Thru Wall Safe Opening' from
`A16-6' to A16-2'.
RESPONSE: Keyed note 411 is intended to call out ridged insulation to protect water lines (RE:
P2) located within furred walls adjacent to exterior walls. Keyed note #I I on sheet A2 has been
updated to read "RIGID INSULATION IN WALL, RE: P2". The reference to sheet A7 has been
removed from keyed note #I l on sheet A2. Keyed note #I I callout has been removed from the
wall in the Bakery. Keyed note #54 on sheet A2 has been updated to reference A16-2 rather than
A 16-6.
On sheet A2.1— Platform Plans & Enlarged Partial Floor Plans:
11) Refrigeration/Air Handling Platform `A' Detail — Clarify the mark `56' at gridlines `H. 57.65'.
It does not appear to apply to the location indicated.
RESPONSE: Keyed note 456, "3" HOUSE KEEPING PAD AS DIMENSIONED ON PLAN,
RE: 3.1-2", on sheet A2.1 is correct and correctly placed on the plans.
12) Restroom Fixture Schedule — Note R9 - Clark the reference to sheet 'FP3'. No such sheet
could be found among the submitted construction documents.
RESPONSE: Sheet FP3 was provided with the initial plan review submittal.
13) Keyed Notes
a. Note 430 - Clarify the reference to sheets 'FPI', `FP2', and `FP3'. No such sheets
could be found among the submitted construction documents.
b. Note #54 — Change the detail reference for the `Thru Wall Safe Opening' from `A166'
to `A16-2'.
c. Note #55 - Change the detail reference for the `Coin Order Drawer' from A13 ' to
`A16-6'.
RESPONSE: Keyed note #30 on sheet A2.1 references to sheets FP 1, FP2 and FP3 are correct.
Sheets FPI, FP2, and FP3 were provided with the initial plan review submittal. Keyed note #54
on A2.1 was updated to reference A16-2. Keyed note #55 on sheet A2.1 was updated to
reference A16-6.
On sheet A4 — Exterior Elevations:
14) Left Elevation — Change the markfor the downspouts at gridline `0.5' fi^om `13' to `18'.
RESPONSE: Keyed note #39, "DOWNSPOUT, RE: A7 & PI", has been added to LEFT
ELEVATION on sheet A4 to callout new downspouts at the front canopy.
L7 _ h i l l s a r c 1i i t e c l ii r e 11 (: I 4 0 4 S 0 Ll t h 8" s t i, e e t L_ S Li i i e 2 0 1
1)o i sr: I i dal) o 1 8 3102 1 p . 208 . 2`5 8 . 61 50 1 f, 208.2` 8 . 6166
15) Keyed Notes - Notes #3, #4, #7, and 48 - Clarify the reference to sheets `FP] 'and 'FP3'.
No such sheets could be found among the submitted construction documents.
RESPONSE: Keyed notes #3, 44, 47, and #8 are correct in referencing sheets FP 1 & FP3.
Sheets FP and FP3 were provided with the initial plan review submittal.
On sheet A8 — Reflected Ceiling Plan.-
0)
lan:6) Keyed Notes
a. Note 448 - Clarify the reference to detail `A3-20'. No such detail could be found on
sheet `A3'.
b. Note 9100 — Need more cowbell.
RESPONSE: Keyed note 448 on sheet A8 has been revised to reference detail A3-18. Never
enough cowbell
On sheet A9.1— Platform Floor Finish Plan & Details. -
_1 7)
etails:17) General Notes — Note #1 - Clarify the reference to sheets `FPI ' and `FP2'. No such sheets
could be found among the submitted construction documents.
RESPONSE: General note #1 on sheet A9.1 is correct. Sheets FP and FP2 were provided with
the initial plan review submittal.
On sheet A10 —Interior Elevations:
18) Keyed Notes Note #9 - Clam' the reference to detail `FP3-4'. No such detail could be
found among the submitted construction documents.
RESPONSE: Keyed note 49 on sheet A10 has been updated to read "PIPE BOLLARD, RE:
A1.2-1, A3-1 & FP3-3". Sheet FP3 was provided with the initial plan review submittal.
On sheet A11— Wall Finish Schedule & Details.-
19)
etails:19) Restroom Fixture Schedule — Note R9 - Clark the reference to sheet 'FP3'. No such sheet
could be found among the submitted construction documents.
RESPONSE: Sheet FP3 was provided with the initial plan review submittal.
On sheet Al2 — Door Schedule, Window Types & Details.-
20)
etails:20) Door Types — Clark the detail callouts for the `Standard `STD' Manual Overhead
Sectional ' door. They do not appear to apply to the door represented.
RESPONSE: Details #8, #9, and #10 have been updated to be the correct detail callouts for the
Standard `STD' Manual Overhead Sectional door.
21) Window Types — Clcn^ify the detail callouts, for the smaller of the two windows represented.
They do not appear to apply to the window represented
RESPONSE: Details #11 and #12 have been updated to be the correct detail callouts for Window
Type A.
22) Detail 15 — Overhead Sectional Sill - Clare the reference to sheets `FP1 ' and `FP3'. No
such sheets could be found among the submitted construction documents.
RESPONSE: Sheets FPI and FP3 were provided with the initial plan review submittal.
23) Detail 166 — Overhead Coiling Door @ CMU (Jamb) — Change the detail number fi°om
`166' to `16'.
RESPONSE: Detail #166 on sheet Al2 has been updated to be detail #15.
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lao i se I i daho 1 83702 I i7 , 200. 258 , 6150 1 f, 20E3 , 258. 6166
On sheet A18 — Sign Supports & Closure Panel Plans & Details:
24) Detail 4 — Stainless Steel Closure @ Seafood — Change the section number from `5A' to
'4A'.
RESPONSE: The section detail in Detail 4 on sheet A18 has been updated to have the correct
title, "4A SECTION", which corresponds correctly with the detail callout head within the sante
detail.
On sheet A20 — Pallet Racks Installation Plan, Schedules & Notes:
25) Pallet Rack Notes — Note #4B - Upon deferred submittal provide a detail (s) and a
reference(s) to it for all storage/display racking anchorage(s)lattachrnent(s) as follows:
o Free-standing racks 5'9" to 8'0" tall - Note on the plans that anchoring is required on
all four corners and at intermediate locations when joined together
® Free-standing racks greater than 8'0" tall - Engineering is required for anchorage and
racks (member sizes and connections, etc.)
Wall -supported racks greater than 10'0 " tall - Engineering is required for anchorage
and racks (member sizes and connections, etc.)
RESPONSE: See new WIDE SPAN NOTE #6, GONDOLA NOTES #3 and GONDOLA
ANCHORING isometric detail on sheet A21. This covers all fi•ee standing display
shelving/racking between 5'-9" and 8'-0" tall. All pallet racking vertical and seismic calculations
and details to include anchoring will be provided in deferred submittal.
We have addressed all of your comments and hope that approval for permit will be granted upon receipt
of this letter with attached revised, drawings and supplementary documents. Please do not hesitate to
contact me with any additional questions or concerns.
Respectfully,
Tristan B. Van Slyke
Intern Architect
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