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THE r��
ti 4CO E iTIO�* ESi N SPEC& ICATIOKS f O L 10HT METAL
PLATE : WOOD TRUSSES
AL
TOP CHORD DL 7 pks F RECEIVED
TOP CHORD LL
O- TCM CHORD C)-
.18_ _ AUG 16 1971
TRUES C ` CITY OF EpMaND$
jr
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ALL LUMBER SHALL CONFORM TO B C STIR 25- ��-i OR I C B O REPORT NIO 569 WITH
..�...�„......�_. _.... _. �.�. ---- .K�. _�. _.. _.� ..__.w..,�_. .� -t-.9 ��CREASE i STRESSES FOR SHORT TERM LOADING �RE. NTNi LR
AT T M %
..-� - L A E S
BOWMAN ANCHOR LOCK MIGHTY CIRCLE TRUSS CONNECTOR PLATE 20 GA RE: C4 CALV
STEEL ALLOWABLE LOADS 114 POUNDS PER SOJAPE INCH OF CONTACT AREA 14 C."'LAS
FIR LARCH & 93 POUNDS PER SQUARE INCH OF CONTACT AREA IN �Eki-F`R WITH A
INCREASE FOR SHORT TERM MADIN3 NET PLATE AREA 4 SQUARE INCHES PER 114CH
OF PLATE WROTH REFER I C B O REPORT NO 1695
-7
���q ' PLATES BALL BE LOCATED ON EA SIDE OF THE JC NTS AS SHOWN ON THE DRAAING POST
t t -T ON PLATES AS SH04N WITH EQUAL AREA EACH EMBER UNLESS OTHERWISE DimENSION'D
-, -, �. r am+ m PROVIDE 120 01A X 1 -#2 -LONG POSiT'0'-1 NAILS AS S iO N I JOINT ETkILS FOR TRUSSES
G ` " _ . �, FABR CATEO US4NG A ROLLER PRES$ ROSITION NAILS ARE NOT REQU RED FOR TR"SSES'
�` IUSING A HYDRAULIC PRESS ALL OO Ef'BFRS SHALL BE CUT TO PROVIDE FULL BEAR NO
�� AFTER FABRICATION MAXiVIP1 Cr TVw S�� �� �� DER CHORD EXCEPT PEAS 0��� �-
PLATES SHALL NOT BE INSTALLED t HERE KN �5 O�CuR'
PRE i EE T&iPRARY BRAG NG AS REQU RED UNTIE. At.L PER 'AN NT� STIFFEN NG IS IN
PLATE
kcoT�'AM
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P H BOWMAN CO INC DRAWISO NQw
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STRUl.TIJRAL NOT
CODE
THE JN FQRY So LD NG CODE 1970 ED TION DESIGN SPECIF CATIONS FOR LIGHT METAL E L
PLATE CONNECTED WOOD TRUSSES
LDAD
r -t � ( € - TOP CHORD DL �7 PS
Try C n0P
pillBO�� C�.,pb D PSF
4?, PSr
. - .� �. T P ASS S P AC i G -.
L► IVB::ER
-���ALL LUMBER SHALL CONFORM TO U B C STD 25- =' -70 OR I C B 0 REPORT NO 2569 WITH
A I� INCREASE IN STRESSES FOR SHORT TERM LOADING MOISTURE CONTENT OF LUMBER
J T E L
C7r"" AT T'ME OF FABRICATION TO BE 15 4r"
JA-4 PLATES
� f BOWMAN ANCHOR LOCK MIGHTY CIRCLE TRUSS CONNECTOR PLATE 20 GA GRADE kC GALV
Nome,+ STEEL ALLOWABLE LOANS 114 POUNDS PER SQUARE INCH OF CONTACT AREA IN DOUGLAS
FIR LARCH & 93 POUNDS PER SQUARE INCH OF CONTACT AREA N HEM -FIR WITH A .
INCREASE FOR SHORT TERM LOADIN%"%7 NET PLATE AREA 0 O1f' 8 SQUARE INCHES PER INCH
OF PLATE WIDTH REFER I C B 0 REPORT NO 1695
FABR CAT ON
` I �' `` i �`� to PLATES SHALL BE LOCAT ED ON EA S DE OF THE JO NTS AS SHOWN ON THE DRAWING POST
T ON PLATES AS SHOYvN WITH EQUAL AREA EACH MEMBER UNLESS OTHERWISE DIMENSIONED
PROV DE 120 GIA X i-- LOrvG POSIT ON � AILS AS SHOWN 'N JOINT DETAILS FOR TRUSSES
FABR'CATED U5 NG A ROLLER PRESS POSITION NAILS ARE NOT REQUIRED FOR TRUSSES
�
�' � .- - ` -� .-�JSING A HYDRAUL C PRESS ALL WOOD MEMBERS SHAL-L BE CUT TO PROVIDE FULL BEAR NG � � � AFTER FABR CATIO 4 MAXIMUM GF r\4 SPLICE ) PER CHORD EXCEPT PEAK JO Nam' �
_ PLATES SHALL NOT BE INSTALLED W�4ERE KNOTS OCCUP
�r � .. _.�- �---� - -._ �' -- �= ERECTr0"4 & BRAC NG
��� �� -_ _ __. PROV DE TEMPORARY BRAC NG AS REQ(1 REIN UNTIL ALL PERMANENT STIFFENING 'S IN
PLACE
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u VV niA N A N C ". H '0 uoh' R L v" C I C T tmc U
0-,F A( K DATE
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DRAWN
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F,,LE
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P H Bow"N co INC DRAWING No
4640 UNION BAY PLACE N F 206 525-1100 �.
"` �,� SEATTLE WASHINGTON 98105 C:
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t�Jr PLANNING DEPARTME T ANALYSTS OF THE
G4
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Architect*
PLOT
PLAN
FOR
A PROPOSED COMMERCIAL
BUILDING
at the intersection
of
Olympic View Drive and
Grandview Street:
Mr. Wade Tames
Floor area 5300 s. ft.
0 1, f i I � oi L r) 1
2700
2600 sq. ft. Personal Services: Parki-ng ratio = 1:600 sq. ft.
0
The plot plan provides for 13 plug spaces.
Area of Parkin
Lot Pavement: 7,806 sq. t.
�y* f 7 1806
i
on
the Plot Plan 925 sq. --to
total required
Reauired Parkin
9 . 0 spices
4.3 spaces
Wo
13. 3 spaces
0
=t. = 6,24 sq. fit.: P:�anti_n� area indicated
Screening Reauired: Along the north and east sides of the parking lot (31.6 ft. high
fence). 6 ft. high fence along the west property line next to the RS zone.
Along the south property line a 4 to 5 Ft. decorative wall or fence is required
along the east 50 ft. and planted with ivy.
'�trPet Trees Required: Seven trees required along Olympic View Drive and Grandview
Street.
fl
Tree variety to be approved by the Planning; Department. The Plot Plan
AL dd
r
cc: Building Dept.
'June 30, 1971
y
Merlin Logan ,
City Planner
N
"
a^
it
KELLY—rITTELKO FRITZ AND FORSSEN—F
CONSULTING
ENGINEER S
720 LL.OY6 BLDG., SEATtLE, WASH 98101 (206) 622-5822 a CABLE CONSENG SEATTLE, ANCHORAGE, LOS ANGEl.ES, HOUSTON
August 26,., 1971
Mr. Wade James, Architect
515 Main Street
Edmonds, Washington
Dear Wade:
0
Re: Commercial Building
�# wld3 ';7
In response to your verbal request, I forward herewith the following
discussion of the it resisting system for the Commercial
Building in Edmonds, Washington with specific reference to resistance
of lateral forces by rotation u
lateral force resisting element
sing plywood diaphr-ams. The basic
s for the structure consist of reionw
forced masonry walls -on the north, south and west sides of the structure
with plywood shear walls on the east side of the structure,. Because
of the marked difference
vest side and *_ the plywood
in stiffness between the masonry wall on the
shear Walls on the east side, the theoretical
center of rotation for the structure is located almost directly above
the west or masonry wall. For this reason, the lateral shear resisted
by the west wall is equal to the entire earthquake shear acting on
the structure and rotational components of the earthquake shear are
resisted by the plywood shear walls located on the east building line.
Although some rotation may occur as a result of lateral earthquake
'Forces, both'the west masonry wall and the east plywood shear walls
are capable of resisting the forces induced in them and the structure
as designed does conform with the requirements of the Uniform Building
Code.
The following specific criteria must be carefully adhered to to insure
proper performance:
dw
1. Anchor bolts between the top of the masonry walls and the wood plate
shall be spaced as follows: north wall, 5/8" 0 bolts at 2-1'on center;
sbuth wall, 5/8" 0 bolts at 32" on center; west wall, 5/811-0 bolts
at 32" on center.
2. Solid blocking must be provided between the truss bearing points
on the west wall. The blocking should extend from the top of the
plate to the underside of the roof and must, be securely nailed to
the top plate. We recommend that nailing be 16d nails spaced at
41' on center between the solid blocking and the top plate. In
addition, the plywood roof sheeting must be securely nailed to the
top edge of the blocking,, using _10d nails at 4" on' center.
f
i
wk
i0
As
L
Mr. Wade James
Page 2
August 26, 1971
3. Diagonal bracing between the trusses should be provided over the
beam located along the east wall of the structure. The diagonal
bracing should be installed and connected in accordance with the
sketches provided to you by,previous correspondence.
4. The girder trusses located at each end of the structure should be
sheathed with 1/211 plywood blocked and nailed in accordance with
the sketches shown on our calculation sheet dated August 20, 1971.
The plywood roof sheeting for the low roof adjacent to the trusses
should be nailed with 10d nails at 4" on center'
at all edges and
10d nails at 12" on center at intermediate supports.
5. The wood shear walls located along the east building line must be
sheathed with 1/211 Structural I plywood on one side only and
nailed with 10d nails at'31' on center at all edges and 10d nails
at 12" on center for all intermediate supports. Tie -downs for the
shear' -walls should be provided at each end of each shear wall in
accordance with the detail shomn on Sheet 1 of our calculations
dated 9/20/71 The anchor bar for the tie -down shall be embedded
in Por-Rok anchoring cement as manufactured by the Hallemite
Corporation or an equivalent non -shrinking grout mixture,
I have included one additional set of our calculations together with
copies of anchor bar pull-out tests and a catalog cut on PoreaRok
for your reference.
Please contact me if you require any additional information in this
regard.
DTT/mp
Enclosures
Very truly yours,
KELLY PITTELKO FRITz AND FORSSEN
Vid T.
Thoma
Director of Engineering
W
i
If -I a I(J 1972
ciTr OF EuMIoNus
^`..Mr Mw wi A -Wan
wwr
arris 114reedman & cAssocia tes
7605 S.E. 27TH ST., SUITS 211B P. 0. BO7C 65 MERCER ISLAND. WASH 98040
(206) AD 2-7 971
May 8., 1972
Mr. Harpy Whitcutt,
Building Department
City of Edmonds
Supe rvi s or
Snohomish County, Washington
Sub' ec4
Dear Mr, Whitcutt.Ob
(City Noise Ordinance
{Versus B & H Grocery
(at 1306 Olympic View Drive
This is to inform you that we have been hired by the owners of B & H Grocery
to look into the existing noise problem associated with air-conditioning fan/com-
pressor units at the subject location and then to provide necessary acoustical
treatment for the control of excessive noise, consistent -with the noise ordinance
established by the City of Edmonds. L.
Because of the nature and location of the fan/compressor units in the mechanical
room of the subject facility, it is absolutely essential to provide some kind,,of
ventilating system for the dissipation of heat build-up, prior to designing an
acoustical system for noise control. We have ordered a separate exhaust fan
for this purpose, which will be installed by May ZOth, if all deliveries are as
promised. The acoustical enclosure for noise control in the mechanical room
has already been designed and partially assembled. Soon after the heat problem
is taken care of, we will be able to correct the unsatisfactory noise environment
that now prevails in the vicinity of the mechanical. room.
Please do not hesitate to call us, if you have and questions.
cc: Mr. Harold Hodel, owner
B 8z H Grocery Stare
1306 01-Nympi c View Dr.
Edmonds, Washington
Sincerely yours,
Thank you.
& SSOCIATES
Pe Ea
HFF*.mis
RECEIV,.,
Pa
Ft..
JUN
'l 1J72
C111 r LUl440lUi�S
,z.W,arris cWireedman P c,...qissociates
7605 S.E. 27TH ST., SUITE 211B P. Q. BOX 65 • MERCER ISLAND, WASH 98040
(206) AD 2-1971
n` ]
Mr. Harry- Whitcutt,,
. Bu ildincr Department
City of Edmonds
Snohomish County',
Dear Mr. Whitcutt:
Supervisor
Washington
June 6, 1972
Subject; City' Noise Ordinance
vs. B&H Grocery'
1306 Olympic view Dr.
do
In answer to your phone call of May 31, 1972, this letter will, bring you
up to date on the progress of our noise suppression work at the B & H
Grocery', 1306 Olympic View Drive, Edmonds, Washington.
During the week of June 5, 1972 -, we plan to complete all of the fan and
building modification work scheduled to reduce the present ambient noise
levels in the outside areas near the compressor mechanical room to within
the present ordinance,
Upon completion of the work
at the locations in question.
office to keep you informed.
this week, we will schedule sound readings
A report of our findings will be sent to your
The area hould be ready for your inspection by June 15, 19720 41
Ir. Harold Hodel
caner, B&H Grocery Store
1306 Olympic Vie
Edmonds, Wa ,
w Dr.
Yours very truly-,
HARRIS)P,
DMAN & ASSOCIATES
Harris F. FreedmaI L
HFFe, mis
i
_Wj
�tr
r+
i
J RECEIVED
JUL
1972
CI a ,�. A140S
BY.7 '16
cWarris �;%F�Freedman � �4ssoclates
7605 S.E. 27TH ST., SUITE 2118 • P. 0. Box 65 • MERCER ISLAND, WASH 98040
(206) AD 2-197 1
July 3, 1972
0
Mr, Harry Whiftcuttq Supervisor
Buildm',a DeT)artrnent
s
City of Edmonds
Snohomish County,
Washington 98020
Sabi ect: City Noise ordinance
VS
B & H Grocery
Dear Mr. Whitcutt,:
As a follow-up of our phone conversation on June 30,
document our work thus far and inform. you of what we int
future.
1972, we wish to
end to do in the
To begin with., we made noise measurements on Jun. 27, 1972, between
the hours of 12:15 am. and 1:30 am, so that we were assured of experiencing
the actual background ambient noise levels as they exist an the area during
the hours specified by the Qrdinar!ceo
Unfortuately, we find that we were only successful in dropping the levels
to within the daytime requirements of 60 dBA, but fell 12 dBA to 18 dBA short
of the 44 dBA evening requirements. The noise from, the two smaller com-
pressors, emitting through the opening provided for the new ventilation fay.,
is now the main source of the rern�.ining problem.
Our plans now
are to desigh
and build an
enclosure
wall, that will be able
to meet these very
stringent
requirements.
To do this,
we will need an-
other three weeks,
4
I wish to take this opportunity to state that 40 dBA in an area that is
zoned to allow a commerical grocery, is very difficult if nat im,pvss:ible
to get, without entailing a great deal of expense to the awnera
40
r
'ra
L.
Where a grocery boarders on a residental area such as this, it is very
unfair not to warn a. business of the ordinance limits, so that provision
can be made to consider this requirement before the building is built.
If it would be of value to you and your department for me to discuss
these problems with you in. detail, I would be verb glad to do so.
Thank you for your understanding on our behaff, We certainly
appreciate the cooperation we are receivg from your officeo
c c: Mr. Harold Hodel
Owner., B & H Grocery
1306 Olympic View Dr.
Edmonds, WashL-ngton
HFPm. cah
Harris F. Freedman & Associates
9
4*4
W
4
4
Warris cYF�Freedman goc,4,ssociates
7605 S.E. 2 7"TH ST. , SUITE 211 1 . 0. Sox MERCER ISLAND. WASH. 98040
2 - 1 7 1
L
Mr. Harry Whitcutt,
Building Department
Citv of Edmonds
Supervisor
f
Snohomish County, Washington
Dear Mr. Whitcutt.
Enclosed is a copy of our
and if you have and questions,
July 13, 1972
rampart on the B & H Grocery.
please clo not hesitate to call,
RECEIVED
JUL 14 197Z
1 LuMUNDS
Please review
In the meantime, we have been asked, by Mr. Harald Hodel, to be present
at the July 24,1972 hearing, We will undoubtedly see you there.
H'F F: cah
Enclosure
Very
}
uly your.
r
Harris F.
Harris F.
Frei
an,
Freedman
0
O E O
Associate s
6E-1)
r '
r �
i
- ..4
1
January 26, 1972
Conven ient Stores
51b Main Street
E dmonds Wash ington 9 80 2 0
*t #710397
RE Permi
1300 Olympic View Drive
Gentlemen,
This-0 is to
advise you
that as a
result of APs;w1aw72,
before
the Board of
Adjustment
on January
24, 1972,
the
following
requirements
must be met,0
l. Remove portion of structure which encroaches into the
required rear yard setback (a shed housing refrigeration
equipment). Reference Section 12,13,170 (C) Zoning Code,
2. Since the City has doubt that the noise level from cvm--
gresscax+s is Within accep���3e levels , �or�ply with Section
12*14*050 (K) of the Zoning Code in respect to noise level
1b
generated by refrigeration equipment, Section 12.14.050
(K) i� quoted �� followst
� "Ira the event the City has doubt that an enterprise is,
or can be, conducted within the limits of the Bowe Per-w
formance Standards, it,my require that the entrepreneur
retain„ at his expense, an independent, qualified, testAM
ing laboratory to make an analysis of the enterprise to
determine -its compliance with the said standards and to
make the results of such analysis available to the City.
In the event the alysis dl*scloses existing or impending
nori�compliances, the City may require the entrepreneur to
anstitute such remedial measures as will bring his enterh-
prise into compliance."
� I
I r
y
I �
I
Convenient Stores
January 26,8 1972
P age Two
In additiau to the
foregoingg
you are further advised that the
other
requ3.re-
ments contained In
our letter
of January 12, 1972 sill remain
to be
met.
Occupancy of this structure was pemitted on s temporary basis only, by our
notice dated November 30,, 1971 and compliance was ked for by January 310
1972. Due to iteins 1 and 2 in the foregoing being sstabshed, an exten--
sion of titne to February 25, 1972 is hereby granted. Your cooperation will
be appreciated in resolving this matter.
HMW : nm
cc 6 Me r4
r
Logan ,
r
City Planner
Sincerely,
harry M. Whitcutt
wilding Offi0
cial
w
4
f
I
i
{ I LL
{ I I 4 {
r r f
� r
1971
13 Y ?n-46 somli
1030Grandview Street
Edmonds Washington 98020
December 8, 1971
Mr. Harry X. Whitcutt, Buing Official
City of Edkonds
I
5th North & Edmonds Street
Edmonds, Washington 98020
Dear Mr. Whitautt.0
this wild, confim mar telephone cor�vers,��ion with Mr. Spanfelner
of your office on December 7th regarding the noise produced by
the compressors on the west wa13. of the store adj*acent to ray
property,,
It is my understanding that your office will preys the matter
of reducing that noise by the placement of sound absorbing
materials around the motors. Mr. Spanf elner and I agreed
that two weeks from the date of our conversation wauld constitute
a reasonable oppartu�.ty for the vwnex� of the store to affect a
substantial modification of this present nuisance,
Thank you For the att
0
C E:1
ent ion
and courtesy my wife and I have re--
ved from you and fir. Spanf elner.
Very, truly ya s,
Franci
u
..mumN. ,_
10
� � 5
Y I �
T 0 Bui ld ing Off jL ca. al
FROM: Building Inspector
DATE: December 6, 1971
SUBJECT: Noise Level Investigation at 1300 Olympic View
Investigation revealed the following o.
1« General noise level in area no traffic or motor noise =
45 db .
2. Noise level on east side of fence between store and Mrs.
Cunningham = 5 3 dh.
3. Noise level on west side of above fence = 50 db.
4. Noise level did not increase or decrease appreci
more than normal motors running nor with motors
in or cutting out .
Section 12.14*050
ably
cutt
0
with
a.ng
Subparagraph "All of the Edmonds Zoning Code states that the
noise Loudness at the property line between an industrial area
and a residential property shall not exceed 44 db. between 11:30
p.m. and 6:00 a.m. and 60 db. at all other hours,
Note.* The honing Cade does not say these levels are to be above
ambient levels, The ambient level exceeds the permitted
level by 5 db.
F]
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