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CITY OF ARLINGT [LIETTE OF
DEPARTMENT OF COMMUNITY DEVELOPMENT
238 N. Olympic, Arlington, WA 98223
DATE JOB NO.
P6" Bilding ❑ Engineering U Planning '/
". t(206) 435.0724 FAX (206) 435.3906 ATTENTION
1 RE:
TO
WE ARE SENDING YOU )(Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
L
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
> ❑ As requested ❑ Returned for corrections ❑ Return corrected prints
,k For review and comment
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS—
COPY TO
40%Pre-Consumer Content•10%Post-Consumer Content --•� '' '
SIGNED:
If enclosures are not as noted, kindly notify us at once. ✓ J
PRODUCT 240 A�as Inc,Groton,Mam 01471
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i
l CITY OF ARLINGTON
December 1, 1994
Dean Case
Arlington Properties
106 E. Gilman
Arlington, WA 98223
RE: Permit No. 1584
Addition to Arlington Properties
106 E. Gilman
Arlington, WA 98223
Dear Dean;
The submitted drawings have been examined for compliance with the 1991 Edition of the
Uniform Building Code. The following is a summary of applicable code data corrections and/or
additional requirements necessary to complete the plan review.
CODE DATA:
OCCUPANCY GROUPS: B-2
TYPE OF CONSTRUCTION: V-N
SEPARATIONS: N = 16' (Plus street) Scaled (Existing)
E = 4'
S = 20' (Computed, Not to Scale)
W = 12' (Computed, Not to Scale. It scales 14' to Porch.)
(Only parallel parking on property)
BUILDING AREAS: Existing = 971±
New Offices = 1,953± S.F.
Porch = 222 S.F.
OCCUPANT LOAD: Conference and Foyer = 38
Offices = 18
Total = 56
VALUATION: 1,953 x $54.20 x .88 = $ 93,150.00
971 x $54.20 x .20 x .88 = 16,098.00
222 x $13.30 x .88 = 645.00
$109,893.00
\wp5l\building\bp1584.pck 1
Department of Community Development
238 N. Olympic Ave. - Arlington, WA 98223 - (206) 435-0724 - FAX (206) 435-3906
� ��
I
CITY OF ARLINGTON
December 1, 1994
Dean Case
Arlington Properties
106 E. Gilman
Arlington, WA 98223
RE: Permit No. 1584
Addition to Arlington Properties
106 E. Gilman
Arlington, WA 98223
Dear Dean;
The submitted drawings have been examined for compliance with the 1991 Edition of the
Uniform Building Code. The following is a summary of applicable code data corrections and/or
additional requirements necessary to complete the plan review.
CODE DATA:
OCCUPANCY GROUPS: B-2
TYPE OF CONSTRUCTION: V-N
SEPARATIONS: N = 16' (Plus street) Scaled (Existing)
E = 4'
S = 20' (Computed, Not to Scale)
W = 12' (Computed, Not to Scale. It scales 14' to Porch.)
(Only parallel parking on property)
BUILDING AREAS: Existing = 971±
New Offices = 1,953± S.F.
Porch = 222 S.F.
OCCUPANT LOAD: Conference and Foyer = 38
Offices = 18
Total = 56
VALUATION: 1,953 x $54.20 x .88 = $ 93,150.00
971 x $54.20 x .20 x .88 = 16,098.00
222 x $13.30 x .88 = 645.00
$109,893.00
\wp51\building\bp1584.pck 1
Department of Community Development
238 N. Olympic Ave. - Arlington, WA 98223 - (206) 435-0724 - FAX (206) 435-3906
;� ram, , ;Mir
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LIVE LOAD = 50 P.L.F.
PERMIT FEE: $674.50 PLAN CHECK FEE: $438.43
1. The drawing showing the Proposed Floor Plan and the drawing showing the Proposed
Addition are not the same and should be corrected.
va) Proposed Floor Plan shows no windows in the rear wall and only a handicapped
access. The proposed addition shows windows in rear wall. ( See Item 3 below for code
violation).
b) The Proposed Addition shows the porch post at the edge of porch. The other plan
shows a beam and notes for the posts in line with the existing building. Three posts are shown
in the foundation plan and four on the floor plan.
The Proposed Floor Plan apparently shows skylights which are not shown on any
other drawing.
2. Exterior walls within 20 feet of a property line or to the middle of a dedicated street
should be 1-hour. A detail should be provided showing how the 1-hour fire resistance is
achieved, studs 16" o.c. Table 5-A. See Item 20 below.
OvNo openings in a wall less than 5 feet from the property lines are permitted, The
handicapped access must be moved (Table 5A) and the windows.
4. Handicapped toilets should comply with the Washington Barrier Free Code:
Faucets should be lever type. W.B.F.C.
The mirror should not exceed 40" above the floor to the bottom of the mirror.
Sec. 511(b)3.
116 The exposed hot water and waste pipes should be insulated or guarded to prevent
contact. Sec. 511(b)l W.B.F.C.
,A),� Heights to dispensing units should be shown. (40" max.)
Handicapped signage should be provided at parking.
The center line of the water closet should be 18" from one wall and 42" from the
other wall or fixture.
g) The toilet room doors should have the following minimum maneuvering
clearances:
,X Where the door must be pulled to be opened, and unobstructed floor space
shall extend at71t 18" beyond the strike jamb.
Where a door must be pushed to be opened and is equipped with a latch,
an unobstructed floor space shall extend at least 12" beyond the strike jamb.
The handicapped parking stall must be located the shortest possible accessible
route of travel to the primary building entry.
�7 Grab bars at the water closet shall not be less than 33 inches nor more than 36
inches to the top of the bar.
j) Flush controls shall be mounted for use on the wide side of the water closet.
k) Lavatories shall be mounted with the rim or counter surface no higher than 34
\wp5 Muilding ft1584.pck 2
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V
.�
LIVE LOAD = 50 P.L.F.
PERMIT FEE: $674.50 PLAN CHECK FEE: $438.43
1. The drawing showing the Proposed Floor Plan and the drawing showing the Proposed
Addition are not the same and should be corrected.
a) Proposed Floor Plan shows no windows in the rear wall and only a handicapped
access. The proposed addition shows windows in rear wall. ( See Item 3 below for code
violation).
b) The Proposed Addition shows the porch post at the edge of porch. The other plan
shows a beam and notes for the posts in line with the existing building. Three posts are shown
in the foundation plan and four on the floor plan.
c) The Proposed Floor Plan apparently shows skylights which are not shown on any
other drawing.
2. Exterior walls within 20 feet of a property line or to the middle of a dedicated street
should be 1-hour. A detail should be provided showing how the 1-hour fire resistance is
achieved, studs 16" o.c. Table 5-A. See Item 20 below.
3. 1 No openings in a wall less than 5 feet from the property lines are permitted, The
handicapped access must be moved (Table 5A) and the windows.
4. Handicapped toilets should comply with the Washington Barrier Free Code:
a) Faucets should be lever type. W.B.F.C.
b) The mirror should not exceed 40" above the floor to the bottom of the mirror.
Sec. 511(b)3.
c) The exposed hot water and waste pipes should be insulated or guarded to prevent
contact. Sec. 511(b)l W.B.F.C.
d) Heights to dispensing units should be shown. (40" max.)
e) Handicapped signage should be provided at parking.
f) The center line of the water closet should be 18" from one wall and 42" from the
other wall or fixture.
g) The toilet room doors should have the following minimum maneuvering
clearances:
A) Where the door must be pulled to be opened, and unobstructed floor space
shall extend at least 18" beyond the strike jamb.
B) Where a door must be pushed to be opened and is equipped with a latch,
an unobstructed floor space shall extend at least 12" beyond the strike jamb.
h) The handicapped parking stall must be located the shortest possible accessible
route of travel to the primary building entry.
i) Grab bars at the water closet shall not be less than 33 inches nor more than 36
inches to the top of the bar.
j) Flush controls shall be mounted for use on the wide side of the water closet.
k) Lavatories shall be mounted with the rim or counter surface no higher than 34
\wp51\bui1ding\bp1584.pck 2
i ��
inches.
/ ) The knee space under the lavatory shall be not less than 29 inches in height and
30 inches in width.
pr A ramp shall be provided at the front porch with a slope not greater than 1 to 12.
The handicapped parking stall shall be not less than 96 inches in width and shall
have a firm, stable, smooth, non-slip surface.
Parapets shall be provided on all walls less than 10 feet from a property line. Parapets
/shall be 1-hour construction, and shall have non-combustible faces for the uppermost 18" on the
roof side. The parapet shall be not less than 30 inches high and shall extend the same height
as any portion of the roof that is within 10 feet of the property line., but in no case less than
30". Sec. 1710(a) and (b) Roof drains cannot penetrate the parapet.
y,
The Roof Plan shows aB over the porch and the Proposed Floor Plan shows
the same beam to be a 5 1/8" x 12" GLB. There is no 6'—x LB.
j 7) Footings should be shown and provided for the porch columns.
11-8) The roof plan and details show(a 5-1/8" x 14" GLB ��'There is no 5-1/8" x 14" GLB.
6 x 14 beam cannot be substituted for the GL. 3��,beam is inadequate in shear for
some of the spans shown.
9) Twenty-eight 6" x 14" or equal screened foundation vents are required which should be
'provided with 1/4" mesh screen. Sec. 2516(c)6. The screen reduces the area by about 25%.
There are 1,953 S.F. in the crawl space. 2,344 sq.in., gross vent area is required.
/'�4) Framing support points should be shown under the valley, and the valley should be
designed as a beam between the support panels. At the logical framing point of the existing
conference room wall and foyer wall at 11.5 feet from the front wall, two - 14LPI 25DF are
required for the 13'-6" span of the valley rafter.
Metal roofing shall be not less than No. 30 galvanized sheet gauge. Sec. 3208(b)6.
/1 A 22" x 30" attic access is required. Sec. 3205(a).
1 "/ Attic ventilation should be required as follows: (Sec,3205 c) The attic requires 1,754 sq.
in. of ventilation, gross area which includes 25% loss by the required 1/4" mesh. 93 vents with
three 2" round holes are required, 63 are available. Bird blocking with three 2" round holes is
not approved. The gable vent sizes should be shown with 877 sq.in. gross area. The sizes
should be noted on the elevations. Some other method of eave ventilation should be shown.
No vent openings are permitted on the rear side of the building(east) less than 10 feet from the
property line.
\wp51\building\bp1584.pck 3
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r
- i
inches.
1) The knee space under the lavatory shall be not less than 29 inches in height and
30 inches in width.
m) A ramp shall be provided at the front porch with a slope not greater than 1 to 12.
n) The handicapped parking stall shall be not less than 96 inches in width and shall
have a firm, stable, smooth, non-slip surface.
5) Parapets shall be provided on all walls less than 10 feet from a property line. Parapets
shall be 1-hour construction, and shall have non-combustible faces for the uppermost 18" on the
roof side. The parapet shall be not less than 30 inches high and shall extend the same height
as any portion of the roof that is within 10 feet of the property line., but in no case less than
30". Sec. 1710(a) and (b) Roof drains cannot penetrate the parapet.
6) The Roof Plan shows a 6" x 10" GLB over the porch and the Proposed Floor Plan shows
the same beam to be a 5-1/8" x 12" GLB. There is no 6" x 10" GLB.
7) Footings should be shown and provided for the porch columns.
8) The roof plan and details show a 5-1/8" x 14" GLB. There is no 5-1/8" x 14" GLB.
A 6" x 14" beam cannot be substituted for the GL. 6" x 14" beam is inadequate in shear for
some of the spans shown.
9) Twenty-eight 6" x 14" or equal screened foundation vents are required which should be
provided with 1/4" mesh screen. Sec. 2516(c)6. The screen reduces the area by about 25%.
There are 1,953 S.F. in the crawl space. 2,344 sq.in., gross vent area is required.
10) Framing support points should be shown under the valley, and the valley should be
designed as a beam between the support panels. At the logical framing point of the existing
conference room wall and foyer wall at 11.5 feet from the front wall, two - 14LPI 25DF are
required for the 13'-6" span of the valley rafter.
11) Metal roofing shall be not less than No. 30 galvanized sheet gauge. Sec. 3208(b)6.
12) A 22" x 30" attic access is required. Sec. 3205(a).
13) Attic ventilation should be required as follows: (Sec,3205 c) The attic requires 1,754 sq.
in. of ventilation, gross area which includes 25% loss by the required 1/4" mesh. 93 vents with
three 2" round holes are required, 63 are available. Bird blocking with three 2" round holes is
not approved. The gable vent sizes should be shown with 877 sq.in. gross area. The sizes
should be noted on the elevations. Some other method of eave ventilation should be shown.
No vent openings are permitted on the rear side of the building(east) less than 10 feet from the
property line.
\wp51\building\bp1584.pck 3
pf4) Two exits are required not closer than one-half the maximum diagonal direction of the
building. Sec. 3303(c).
15) Exit doors, including the existing front door shall swing in direction of egress. Sec.
3304(b).
16) Corridors shall be not less than 36" clear. Sec. 3305(b).
17) An illuminated exit sign shall be installed at the second exit. Sec. 3314.
18) Skylights should comply with Chapter 34. Skylights should be double glazed of impact
glass or plastic, and should have an I.C.B.O. approval label.
19) One-hour wall construction requires 5/8" type "X" GWB with 6d nails at 7" o.c. Table
43-B.
20) Glass in doors and in windows within 24" of doors should be impact-resistant. Sec.
5406(d) 1 & 6.
21) The building should comply with the 1994 Washington State Non-Residential Energy
Code:
a) The Energy Code compliance form and check list are for Residential construction
and do not apply for this building.
b) Calculations should be submitted showing compliance with chapters i 1 through 20 of
the Energy Code which are known as Washington State Non-Residential Energy Code.
Sincerely,
of Arlington
Uaw
V
)4 1%
David W. Anderson
Building Official
D WA/clb
\wp51\building\bp1584.pck 4
14) Two exits are required not closer than one-half the maximum diagonal direction of the
building. Sec. 3303(c).
15) Exit doors, including the existing front door shall swing in direction of egress. Sec.
3304(b).
16) Corridors shall be not less than 36" clear. Sec. 3305(b).
17) An illuminated exit sign shall be installed at the second exit. Sec. 3314.
18) Skylights should comply with Chapter 34. Skylights should be double glazed of impact
glass or plastic, and should have an I.C.B.O. approval label.
19) One-hour wall construction requires 5/8" type "X" GWB with 6d nails at 7" o.c. Table
43-B.
20) Glass in doors and in windows within 24" of doors should be impact-resistant. Sec.
5406(d) 1 & 6.
21) The building should comply with the 1994 Washington State Non-Residential Energy
Code:
a) The Energy Code compliance form and check list are for Residential construction
and do not apply for this building.
b) Calculations should be submitted showing compliance with chapters 11 through 20 of
the Energy Code which are known as Washington State Non-Residential Energy Code.
Sincerely,
C
f Arlington
. I+
ow
David W. Anderson
Building Official
DWA/clb
\wp51\building\bp1584.pck 4
ADDITIONS TO ARLINGTON PROPERTIES
106 E. Gilman
Arlington, Washington November 18, 1994
DESIGNER: Justin Peterson
(206) 435-5686
CODE DATA
OCCUPANCY GROUPS: B-2
TYPE OF CONSTRUCTION: V-N
SEPARATIONS: N = 16' (Plus Street) Scaled (Existing)
E = 4'
S = 20' (Computed, Not to Scale)
W = 12' (Computed, Not to Scale. It scales 14' to Porch.
(Only parallel parking on property)
BUILDING AREAS: Existing - 971 +
New Offices = 1,9$3 + S.F.
Porch = 222 S.F.
OCCUPANT LOAD: Conference and Foyer-- 38
Offices = 18
Total = 56
VALUATION: 1,953 X $54.20 X .88 = $ .150.00
971 X $54.20 X .20 X .88 = 16,098.00
222 X $13.30 X .88 = _ 645.00
$109,_89Y.00
LIVE LOAD = 50 P.L.F.
PERMIT FEE: $674.50 PLAN CHECK FEE: $438.43
`.F I-A�'Ijj
--r David:
The submitted drawings have been examined for compliance with the 1991 Edition
of the Uniform Building Code. The following items should be corrected before
the permit is issued:
X. You should ensure that the city agencies such as Planning, Zoning, Public
'Works and the Fire Department approve of the project. (Especially Parking)
v/ ,,,2': The fabricator and the roof_ trusses should be approved prior to fabrication.
Sec. 302(b) .
3. Truss layout drawings by the manufacturer should be submitted, prior to
` fabrication, for approval. Sec. 302(b) .
>4'. The effects of eccentric loading should be considered in the design of
heel joints for trusses 24" o.c. , and spanning more than 35 feet. Calculations
should be submitted by the truss manufacturer prior to the permit being issued,
showing that the heel joint connector plates are designed with sufficient
capacity to resist the direct axial stresses imposed on both the top and bottom
chord members by their respective nail, tooth or plug groups, using the reduced
allowable connector loads for eccentric loading as shown on Table No. 25-17-p.
Sec. 25,1739 U.B.C. Standards.
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ADDITIONS TO ARLINGTON PROPERTIES
106 E. Gilman -2- November 18, 1994
4. (continued)
It should be recognized that in the actual fabrication the top chord does not
tightly bear on the bottom chord.
Some of the truss manufacturers have a "built-in" computer program covering the
above design. If. so, a certification by the fabricator of the trusses stating
that their trusses include the heel jointly eccentricity design, would be
sufficient.
(5, The drawing showing the Proposed Floor Plan and the drawing showing the
Proposed Addition are not the same and should be corrected.
a)) Proposed Floor Plan shows no windows in the rear wall and only a
handicapped access. The proposed addition shows windows in rear wall.
(See Item 7 below for code violation) .
,Aar One floor plan shows windows in the north wall of the conference
room. other plan does not show them.
Co The Proposed Addition shows the porch post at edge of porch. The
other plan shows a beam and notes for the posts in line with the existing
building. Three posts are shown in the foundation plan and four on the floor
plan.
(7d_) - The Proposed Floor Plan apparently shows skylights which are not
shown on any other drawing,
e) Neither plan locates interior partitions by dimension.
Exterior walls within 20 feet of a property line or to the middle of a
dedicated street should be 1-hour construction. The rear wall (East) should be
1-hour./, A lc'tail sl.ol l l d be provic:e-d showing hav the 1-hour .fire resistance is
ac:iit�ve.1, stiles 1.6' o.r. 5-A. See IL-ei}i 48 below.
QNo openings in a wall less than 5 feet from the property lines are permitted.
The handicapped access must be moved. Table 5A. A P n •j ja 9 o e)
/�. Toilet rooms bases, floors and walls within 2 feet of water closets and
urinals should have smooth, hard non-absorbent surfaces at least V-0" high.
Sec. 510 (b) 1 & 2.
The water heater should have seismic tie-downs. Sec. 504(d) U.M.C.
,,X . All exterior openings exposed to the weather should be flashed. Sec. 1708(b) .
The bathroom fans should vent to the exterior. Sec. 1205 (c) and should
have separate exhaust systems. Sec. 705.
(12. Handicapped toilets should comply with the Washington Barrier Free Code:
a) Faucets should be lever type. W.B.F.C..
b)k The mirror should not-exceed 40" above the floor to the bottom of
the mirror. Sec. 511(b)3.
c) The exposed hot water and waste pipes should be insulated or guarded
to provent contact. Sec. 511(b) l W.B.F.C.
d) heights to dispensing units should be shown. (40" max.)
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ADDITIONS TO ARLINGTON PROPERTIES
106 E. Gilman -3- November 18, 1994
12. (Continued)
e) Handicapped signage should be provided at parking.
f) The center line of the water closet should be 18" from one wall
and 42" frori the other wall or fixture.
g) The toilet room doors should have the following minimum maneuvering
clearances:
,A) Where the door must be pulled to be opened, an unobstructed
floor space shall extend at least 18" beyond the strike jamb.
B) Where a door must be pushed to be opened and is equipped with
a latch, an unobstructed floor space shall extend at least 12" beyond the
strike jamb.
h) The handicapped parking stall must be located the shortest possible
accessible route of travel to the primary building entry.
i) Grab bars at the water closet shall not be less than 33 inches nor
more than 36 inches to the top of the bar.
j) Flush controls shall be mounted for use on t_1e wide side of the
water closet.
k) Lavatories shall be mounted with the rim or counter_ surface no
higher than 34 inches.
k-1) The knee space under the lavatory shall be not less than 29 inches
in height and 30 inches in width.
m) A ramp shall be provided at the front porch with a slope not
greater than 1 to 12.
C`n) The handicapped parking stall shall be not less than 96 inches in
width aril shall have a firm, stable, smooth, non-slip surface.
r
CV. Parapets shall be provided on all walls less than 10 feet from a property
line, Parapets shall be 1-hour construction, and shall have non-combustible
faces for the uppermost 18" on the roof side. The parapet shall be not less
than 30 inches high and shall extend the same height as any portion of the
roof that is within 10 feet of the property line, but in no case less than 30".
Sec. 1710(a) and (b) Roof drains cannot penetrate the parapet.
A4. Eave overhangs extending beyond the floor area and closer than 10 feet
,£rare the property line shall be non-combustible or of 1-hour fire resistive
construction. This applies if the eave projects beyond the parapet on the
rear wall. Sec. 1711. Openings in overhangs within 10 feet of the property
line are not permitted.
15. Wood stresses should comply with the new stresses published by the WV7PA
or the 1991 UBC Supplement.
The non-bearing walls should be held down from the bottom chord of the
trusses with approved fasteners (such as Simpson STC clips) to ensure that the
truss chord will not bear on the walls which are not designed as bearing points.
,X . The columns supporting the 6" X 14" beam over the Brokers Office are not
correctly shown on the Proposed Floor Plan Sheet. The column on the left will
be in the door opening.
18. There is no 6" X 14" GLB beam as shown on the drawings.
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ADDITIONS TO ARLINGTON PROPERTIES
106 E. Gilman -4- November 18, 1994
19. The Roof Plan shows a 6" X 10" GLB over the porch and the Proposed Floor
Plan shows the same beam to be a 5-1/8" X 12" GLB. There is no 6" X 10" GIB.
20. Footings should be shown and provided for the porch colunuzs.
21. The dimensions of the porch post footings should be shown on the Foundation
Plan.
22. The roof plan and details show a 5-1/8" X 14" GIB. There is no 5-1/8" X 1:4"
GLB. _ - '. A 6" X 14" beam cannot be substituted for
the GL. A 6" X 14" beam is inadequate in shear for some of the spans shown.
23. The material and spacing should be noted for the stick framing over the
left end of the existing building.
24. The crawl space under joists should be not less than 18 inches and 12 inches
under beams. Sec. 2516(c)2.
25. The crawl space should have at least an 18-inch by 24-inch access crawl
hole. Sec. 2516 (c)2. The size should be noted on the drawinqs.
F26. Wood posts on the porch should be 1" above the concrete or should be
"pressure treated. Sec. 2516 (c)4.
27. Twenty-eight 6" X 14" or equal screened foundation vents are required
which should be provided with 1/4" mesh screen. Sec. 2516 (c)6. The screen re-
duces the area by about 25%. There are 1,953 S.F. in the crawl space. 2,344
sq. in. , gross vent area is required.
$. Siding must be installed over an approved sheathing or the siding should
have the joints overlapped with not less than 3/8" thickness of each lap.
Sec. 2516(g)2.
/z 6 11. Where post and beam construction in the crawl space is used, a positive
connection should be at the post/beam connection and to the post/footing
connection to ensure against uplift and lateral displacement. The connections
should be attached to both sides of the beam and post with 2 - 16d nails in the
beam and 2 - 16d nails in the post (4 each side) . Sec. 2516(m) . A Simpson
post base should be provided.
6.( The building may have bracing as follows: (Prescriptive bracing)
Sec. 2516 (g)3 and Table 25-V.
a) All exterior walls should have not less than 4'-0" wide panels at
each corner, not more than 25' between panels and not more than 8' from wall end
for all walls.
b) The panels should be dimensioned or the window locations should be
dimensioned so the 4'-0" panel requirement will be provided in the final
construction.
c) The panel construction should be noted (the wall sheathing should be
noted.)
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ADDITIONS TO ARLINGTON PROPERTIES
106 E. Gilman -5- November 18, 1994
31. Framing support points should be shown under the valley, and the valley
I should be designed as a beam between. the support panels. At the logical
framing point of the existing conference room wall and foyer wall at 11.5 feet
from the front wall, two - 14LPI 25DF are required for the 13'-6" span of the
valley rafter.
32. All concrete in a B-2 occupancy building must be reinforced. Concrete
walls should have not less than .0025% horizontal rebar and .0015% vertical
rebar, with the spacing not more than 18" o.c. 6" concrete walls should have
#4 at 13" horizontally and #4 at 18" o.c. vertically.
Sec. 2614 2, 3, and 5 and. Sec. 2622 (a) .
,,25'. Table No. 29-A requires that exterior footings should be poured in undis-
turbed soil. If the contractor wishes to pour on undisturbed soil andlater
backfill, he can, if he compacts to 95% modified AASHO density and has special
inspection to verify the compaction.
34. Anchor bolts shall be not less than 1/2" in diameter, and embedded not less
than 7". 1/2" X 10" bolts are required. Sec. 2907(f) .
l/ 35. Metal roofing shall be not less than No. 30 galvanized sheet gauge.
. 3208(b)6.
`y 6. A 22" by 30" attic access is required. Sec. 3205(a) .
37. Attic ventilation should be required as follows: (Sec. 3205 c)
The attic requires 1,754 sq. in. of ventilation, gross area which includes 250
loss by the required 1/4" mesh. 93 vents with three 2" round holes are
required, 63 are available. Bird blocking with three 2" round holes is not
approved. The gable vent sizes should be shown with 877 sq. in. gross area.
The sizes should be noted on the elevations. Some other method of eave ventila-
tion should be shown. No vent openings are permitted on the rear side of the
building (east) less than 10 feet from the property line.
38 Two exits are required not closer than one-half the maximum. diagonal of
the building. Sec. 3303(c) .
i` 39. Exit doors, including the existing front door shall swing in direction of
egress. Sec. 3304(b) .
40. Exit doors shall be openable from the inside without the use of a key or
special knowledge. Sec. 3304(c) , with the following exception:
a) The main exit door may have key locking hardware if there is a
readable, visible, durable sign adjacent to the door stating: "THIS DOOR TO
REMAIN UNLOCKED DURING BUSINESS HOURS." The letters to be not less than 1 inch
high letters.
Al. Exit doors should have a floor or landing on each side of the door. The
landing should be not less than 44" in direction of travel. Sec. 3304(j) .
The dimensions of the landings at the new exterior door should be noted.
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ADDITIONS TO ARLINGTON PROPERTIES
106 E. Gilman -6- November 18, 1994
A floor or landing not more than 1/2" below the threshold should be
provided at all exterior doors. Sec. 3304(i) . The landing's dimension below
the floor should be noted. This applies to the existing door also.
43. Corridors shall be not less than 36" clear. Sec. 3305(b) .
44. Stairs should be a minimum of 36" wide and should have a 2" maximum
handrail not less than 34" nor more than 38" above the nosings if there are 4
or more risers. Sec. 3306 (i) . The stair should not be in a parking space.
A. Stair nosings shall be rounded to a radius of 1/2" max. Risers shall be
sloped or the underside of the nosing shall have an angle of not less than 60
degrees from the horizontal, Nosing can be 1-1/2" max. (Barrier Free Code) .
46. An illuminated exit sign shall be installed at the second exit. Sec. 3314.
47. Skylights should comply with Chapter 34. Skylights should be double
glazed of impact glass or plastic, and should have an I.C.B4O, approval label.
;4 One-hour wall construction requires 5/8" type "X" GWB with 6d nails at
G ?" o.c. Table 43-B.
49. Glass in doors and in windows within 24" of doors should be impact-resistant.
Sec. 5406 (d)1 & 6.
' i S
1� �5Q: The building should CrTrply with the 1994 Washington State Non-Residential
Energy Code:
'a) The Energy Code compliance foorm and check list are for Residential
construct4on and do not apply for this building.
,) Calculations should be submitted showing compliance with chapters
11 through 20 of the Energy Code which are known as the Washington State
Non-Residential Energy Code. ,
c) Probably compliance with Chapter 13 will be satisfactory.
David: This submission is the perfect example of why a residential designees
work should not be accepted for a non-residential buiding.
Sincerely,
r'
�V
�ohn H. Farrens, Jr.
PTO -
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BUILDING�ERMIT APPLICATIQ? CHECKLIST
RES & DUPLEX COMNI & IND f c
APPLICATION ✓ APP I aTION
SITE PLAN SITE PLAN
ARCH. DRAWINGS ARCH. DRAWINGS
STRUCT DRAWINGS / STRUCT DRAWING
LEGAL DESCRIPTION LEGAL DESCRIPTION
ENERGY CALCS ENERGY CALCS
STORM DRAINAGE STORM DRAINAGE
SEPTIC TANK DESIGN SEPA CHECKLIST
UTILITY DRAWINGS
STRUCT CALCS
THREE (3) COPIES OF EACH FOUR (4) COPIES OF EACH ARE
ARE REQUIRED FOR APPLICATION REQUIRED FOR APPLICATION
ZONING SETBACKS: FRONT
USE REA '
LOT COVERAGE SIDE
PERMIT TRACKING
Name ��� Permit # Z/
Project Type / Date Received
DISTRIBUTED RETURNED DISTRIBUTED RETURNED
' ,/ Engineering
Public Works � •� ��� 9�`"
/ Fire Dept. // 9 John Farrens FFqf
Date Returned for Corrections
Date Resubmitted with Corrections Made
Date Ready to Issue Date Issued
DATE: SIGNED:
\wp51\sherrAChecklist.BP
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City of
ARLINGTON
Building Department
PLANNING .AND ZGNTNG REVIEW
I. ZONING COMPLIANCE:
A. Zone Classification
B. Permit Use: Yes No
C. If no, extension of non-conforming use:
D. Minimum lot size required:
Shown:
E. Yard Requirements:
Required Shown
I. Front
2. Side
3. Rear
F. Height limitations, Maximum
G. Landscaping and plan required: Yes No
H. Parking:
I. Off-street parking required: Yes No
2. Plan provided: Yes No
3. Adequate parking provided: Yes No
II. LOT COVERAGE
A. ALLOWED: MORE/LESS
SHOWN: APPROVED
NOT APPROVED
DETERMINATION OF S.E.P.A. CATEGORICAL EXEMPTION
Action / Application Title: SFR Brief Description of action: EXEMPT
Code reference allowing exemption: W.A.C.197-11-800 1 (i)b
Person making determination:
Date:
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APPLICATION CONSTRUCTION INFORMATION
FOR: Certificate of Zoning Compliance ❑ To CITY of ARLINGTON CLASS of WORK (check) NEW ❑ , ALTERATION ❑ , ADDITION ❑ , DEMOLISH ❑ .
Building Department � /�
Building Permit 7—Describe Alteration r:&_— 0-06T
Certificate of Occupancy ❑ Date l —�2'S")q
NOTICE: No permit for erection, alteration, moving, repair or occupancy of any building
shall be issued until an application has been made and approved for a certifi- Valuation based on total floor area $ . N O T I C E
cate of zoning compliance. Where work is started
Plan checking fee $
before permit is obtained
Owner �"'^"'`c`i 't Address /O� E CT� t��4. Permit fee $ /o f Q Q the permit fee shall
be doubled.
Permittee Address
Architect Address
SPECIFICATIONS
Engineer Address
FOUNDATION Exterior Piers COVERING
�_Coniractor Address Material Exterior walls
/—LEGAL DESCRIPTION OF PROPERTY: Lot No. 7 Y-9-16' Block No. Width at top Interior walls
Subdivision or Unplatted description `f Width at bottom Roof or reroofing
Depth in ground
ZONING INFORMATION FRAME Size Spacing Span FLUES
TYPE OF OCCUPANCY of present or TYPE of CONSTRUCTION of present or R.W. Plate(sill) Fireplace
proposed main building (circle) proposed main building (circle) Girders Floor furnace
A B C D E F G H I J 1 II III III 1 hr. III HT Joist, Istfloor Kitchen
DIVISION 1 2 3 4 IV IV 1 hr. V V 1 hr. Joist,2nd floor Water heater
Joist,ceiling Furnace
Use Zone Fire Zone Area of Lot
Size of building or addition _ —No.of stories Exterior studs Gas Oil
Total height Basement floor area 1 st Floor area
Interior studs
Additional floors and areas
No. of rooms No.of families Roof rafters
No.of buildings now on lot Use of buildings now on lot
Bearing walls
Percentage of lot covered by main building Additional Permits are required for:
Percentage of lot covered by accessory buildings (check) IMPORTANT
Kind of livestock g, ❑ Signs El Plumbing, , ❑ Moving, Written authorization of owner must
CHANGE OF OCCUPANCY from to— ❑ Sewer hookup, ❑ Water hookup, be presented when applicant is occupant
If a commercial building,list each use and its area in square feet: ❑ Gas appliance and Gas piping. or lessor. I am the legal owner of the
I hereby acknowledge that I have read this application and property described in this application.
state that the above is correct and agree to comply with all
city ordinances S fe Laws regulating zoning and building
Owner
DRAW on the reverse side of this application,to scale, a PLOT PLAN. APPLICANT
PLOT PLAN FOR DEPARTMENTAL USE
Draw below,to scale, a plot plan showing: FOR DEPARTMENTAL USE Application for Certificate of Zoning Compliance ❑
Checked Initials
1. Dimension and shape of the lot. 1.
2. Front street name. 2. Building Permit, Certificate of Occupancy ❑ checked and approved.
3. Side street name if corner lot. 3.
4. Sizes and location on the lot of buildings already existing. 4.
5. Location and dimensions of proposed building or alterations. 5. Building Inspector Date
6. Front yard,side yard,rear yard setbacks. 6. :T1
p / (r
7. Locate and describe any fences,walls,hedges,signs, 7. Issued Building Permit No. a I Date C0—z_�7
front yard trees and shrubs,green belt.
8. Location and size of required off-street parking and loading. 8.
INSPECTION RECORD
Inspection Date Signature
Set Back
Excavation
Concrete
Reinforced Steel
Grout Blocks
Bond Beam C
Frame
Roofing
Room Ventilation
Kitchen Vent
Bathroom Vent
Foundation Vent
Access Hole
Garage Fireproofing
Fireplace
Spark Arrester
Water Closet
Water Heater
Sewage Disposal
Lathing
Plastering
Correction Order Left
Stop Work Order Issued
Stop Work Order Released
Give brief report of special or unusual conditions
Job completed Date
Building Ins edor
Certificate of Zoning Compliance No. Issued
Date
Certificate of Occupancy No. Issued
Date
MOORE UUSINESS FORMS INC. LA
APPLICATION CONSTRUCTION INFORMATION
FOR: Certificate of Zoning Compliance ❑ To CITY of ARLINGTON CLASS of WORK (check) NEW ❑ , ALTERATION ❑ , ADDITION ❑ , DEMOLISH ❑ .
Building Department
BuildingPermit `
Describe Alteration �P�.G-I U nQ,W b':[ Q. Y'oka.Elhq Q)�- 5�lci A -f-
Certificate of Occupancy ❑ Date 0 V V,nq CUB,� (o ' fir �c� }0 (v nips
— �-F -slap ro,m h«,► �ng
`Jrl G1 v� 7e,V m�
NOTICE: No permit for erection, alteration, moving, repair or occupancy of any building
shall be issued until an application has been made and approved for a certifi Valuation based on total floor area $ N O T I C E
cate of zoning compliance. -- - Where work is started
Plan checking fee $ before permit is obtained
I 1 h
Owner c {l i n q Yl PY'on e.V'C,C S Address ��(� - C.! m0-V\ Permit fee $ 10100 the permit fee shallbe doubled.
Permittee Address
Architect Address
SPECIFICATIONS
Engineer Address
I / FOUNDATION Exterior Piers COVERING
Contractor �V VV1 I�►�U,f� S1 G� Co ' Address��� 6o 15 (.e)
w�y�rw�oa 9803(o Material Exterior walls
�a lob LEGAL DESCRIPTION OF PROPERTY: Lot No. —9 Y/b Block No. Width at top Interior walls
Subdivision or Unplatted description N Width at bottom Roof or reroofing
Depth in ground
ZONING INFORMATION FRAME Size Spacing Span FLUES
TYPE OF OCCUPANCY of present or TYPE of CONSTRUCTION of present or R.W. Plate(sill) Fireplace
proposed main building (circle) proposed main building (circle) Girders Floor furnace
A B C D E F G H I J 1 II III III 1 hr. III HT Joist, 1st floor Kitchen
DIVISION 1 2 3 4 IV IV 1 hr. V V 1 hr. Joist,2nd floor Water heater
Joist,ceiling Furnace
Use Zone Fire Zone— Area of Lot
Size of building or addition No.of stories Exterior studs Gas Oil
Total height Basement floor area 1st Floor area. ---
Interior studs
Additional floors and areas
No. of rooms No.of families Roof rafters
No.of buildings now on lot Use of buildings now on lot
Bearing walls
Percentage of lot covered by main building Additional Permits are required for:
Percentage of lot covered by accessory buildings (check) IMPORTANT
Kind of livestock_ ❑ Plumbing, ❑ Signs, ❑ Moving,
Written authorization of owner must
CHANGE OF OCCUPANCY from to ❑ Sewer hookup, ❑ Water hookup, be presented when applicant is occupant
If a commercial building,list each use and its area in square feet: ❑ Gas appliance and Gas piping. or lessor. I am the legal owner of the
• I hereby acknowledge that I have read this ap 'cation and property described in this application.
state that the above is correct and agree to coribly with all
city ordinances and State laws regulating zoning dnd building
` Owner
DRAW on the reverse side of this applicat to scale, a PLOT PLAN. APPLICANT
r�
PLOT PLAN r FOR DEPARTMENTAL USE
Draw below,to scale, a plot plan showing: FOR DEPARTMENTAL USE Application for Certificate of Zoning Compliance ❑
Checked Inifials
1. Dimension and shape of the lot. 1. �j�c1,n �2✓
2. Front street name. 2. BSti.ldiug43erTY0t- Certificate of Occupancy ❑ checked and approved.
3. Side street name if corner lot. 3.
4. Sizes and location on the lot of buildings already existing. 4. -�
5. Location and dimensions of proposed building or alterations. 5. Building Inspector Date
6. Front yard,side yard,rear yard setbacks. 6. Ky
tfj7. Locate and describe any fences,walls,hedges,signs, 7. Issued Building Permit No._� Date (�
front yard trees and shrubs,green belt.
8. Location and size of required off-street parking and loading. B.
INSPECTION RECORD
Inspection Date Signature
Set Back
/ Excavation
Concrete %
Reinforced Steel L _41
Grout Blocks
Bond Beam /
Frame
Roofing
Room Ventilation
Kitchen Vent
Bathroom Vent
Foundation Vent
Access Hole
Garage Fireproofing
Fireplace
Spark Arrester
Water Closet
Water Heater
Sewage Disposal
Lathing
Plastering
Correction Order Left
Stop Work Order Issued
Stop Work Order Released
Give brief report of special or unusual conditions
Job completed Date
Building Inspe for
Certificate of Zoning Compliance No. Issued
Date
Certificate of Occupancy No. Issued
Dote
MOORE BUSINESS FORMS INC,LA _
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