HomeMy WebLinkAboutCOM2017-00108 Cell Tower Alteration/Upgrade - COM Permit / Conditions - 11/30/2017 � t
Cn 0 'O
0 v O r O
p Q EL ;aN CD N G� —{ W r- L ,.
O N .» w 0 CD O U7 O -4 m °�..;.
o X � rnzCn �v. * - Om m G) �
O CD> ;7 CO) r D
m 0 o
m 4,4 D Cn m m z
c m o nrD
-
I
'a 'o � (DD cn $ O � � t�D _ Z T � .ZJ n < =r
�. m a o CC O w; M -IZ o CP
< �
CT v T T T T C O < y Z z x Cn m m < : cn
N O N O Cl) 3 O .t7 W NW CD O D O Z
3 (D r m D Z co Cn, n
_. = °-' � � � = o OwZr -� Cry O
J � 0 3 oz Qcn' O m � omn � C
o —
m m m m o Z Z
G � O � ommD
D p
y ° X m
v
tD -n -n N W n
O
0 W O
� T "11
T ^
o D m
r ;v O
-� 0 �
v ic
o13 p D r
(m Cl) m p Z
Cn N O � � C
0 CD 9 cor
O 3 Cn �. Z o
m co co o 0 coz N CO
CL C CD ° Dl< 3 n = cn ? O O *k m
T D CO DI 7 7 N 3 CD CD 0 7 Cn CD G
O
n m = Cn m cn - -I m
1
o = CD 0 ' o .. .. .. I11 r
(A
a �' O
u3i = om 0 _ c o m
(ACL 0 3 CA _
CD J x C:J \I m
CD
O COn
O Qp N
o m O
C7 0 CO �- n
3 � _. N CD O CAD
o y, oCc 0o
CD v lu O = S
m v c
3
m C 0
'a o n 3 m
w Cz 0) o m O CDCD
r CD .. .. x in n W 0
Cl) a D -0 Cn m N � �
CD J J J p Cn p p 1 v CD
cr O z
CD c � 0)a
0 D w \ � 0c
C.3'1 Owrn O
CD N NO NC:) Y \
" C ) \
0 > J G) N
\1 N h
e ,
N
O
o n 0 oroc c -iro {Vrn_ a lU m- wco
M 3
m to v o'O. 3 w co D o_< 0co
3
to +s CL , A+s�•
ro
to m ID m ow Xom A
oa. � a0 a m — ca w boa
03 0 w
n= M 0. 0) coo -4
EF a �� 3 au, N m m
2 m
-�
ro? i 8c� O -, _, ° l< N eta
ro : m m $ -«oo `� o
CL
o a -. cr a
o- o m m a
y
Q y 7 a m o " m
moa ` 30f � :s3' c 0m — a ��
t0 S. 7 =. to �.0 cr n
7 tQ m ro O a CD frog! tq a = Yi CD "fl
t%� Q CrW = N 3 �•6 N
y (D m to O.a? N K a O° - t
o— � tmi� � omo Nsa. 00 CAD
�3 3 °moo `n a ° 3 �, tn morn pZ ow
n M, j CD rt Cn 'a II.0•VI =N Qom' 3 N m fa
CD 03
CL
CD m ° a � ° ro vaDrn-" a 0 NCDMa �-O CD y �yy mbcn o33y cn
� v
m�
ap CD p33 mR • S.R. 5i30 oo co
c - - 0 o (a =
Ca c � m to
3 n �5 0w c ao
v�
v� ' i rm ; ro c 3 om am CL� =
N cn ro � o�»m
/s o tO �'flO CD o - O
m ? Q (D °
a
b =r 3 w m , CT
�' � CD t r c o. � ro pry m
m
j m o a ��p Q m 1�I y = =1 m
p Pt tS CC] A --N O �to tp A 0� 7
zi CD A K tD tD ro Q � Q D 77 A A
m m m ro na o, o su n 3 z z z z
=m ..
n o co C.3• m ° v a.0
A tp y 7 tD C (q .n
cn
Qa l� m ° t� gw• w m
CL
41 O O Q tD C3 �_ -4 -4 V 11
(D ja tp O Ld+.
tD 0
o (a ° a.-ao� c
4)
•N ° 3 a s s
tQ O n 3 — = Z CCU
m
C m 1 00 am N
O A�(� v v v v m
0 ° 4 j ? -J ..
N
a
~ >< o D >to D D >t m -1 D0 >CmC•) � jD xp � O > x�� US sa E
= 0 -.— - ro
Cl Mom g � _ 9•o QZ a(A ° � ORO � 0 , o moa
co a a °a c'e_ n-O m m 2 CL CL mCD 00 =°} -
D n LO m O °
o�"a �3 (D CD � � .o C_i pro Zpc m ca o D� �� 0
? � � 2 , - o•vro ° OZ vID � o
a ?= Z-0 Kro =m *(a o w
Nm p CD - 3= Wy = N m ID j to VZ
M.CL W
cr
v $-tea, ° m °• r°n ro b Om a mac o ° M. ° 6 -i (D 0
� °. o io w (D m ca �� -�1 m� w N m ro ° N
c CL _ us
CD 0
tkD 3 p , t o (D '� 0" Cj79 M 0 tea• 0 g °
cam � ° o °- W °-'' O n� capm c - ro oS.
o ° M ro =r [o ro M mDm n.m 2 m -m ai° c3
� Q9 c, X mod. m � — KZ-{ �aro � � c � a
g T -Sai =' CL -n � � cop to 2 m m rr ° =r
_ B u' 21
_
0�u°r °rr�tp ffin
m v m o .0m m m �' 2 m � C�7
ap° ro �i :3 r. 3 w ° D ro 0»>t v Qro (D v a . 0
0 0n�y 0 �'0 fl m C� �0 m;u0 a Qm o p a ° < �
CT =" C N tq O C m N n•E' O n
myo ° am 3 °. 03 -0mG
�� � c 0 0 m � CL m
m q m �v ;a0 > �m ° � a � my o
.. CL_.
Cl ° p "� tU y c G 4 �' a _ goo 0
S 1
Z (0 CD Q 0 N o o to 05 r .3< ^p �q ro c j c °
.ro ss» orop o o r°n cro 5 C-) c° mo a. N
2� o �� ro n, rn 4: � -D-1p m° a ao =o ro
roo(D �' mm CL 3 A m °zcmr� r roman y8
�mm oQ c� oa�i � m _ D pytv°rir�, 00 ro� n � ro
m m �° � � (p 0.�o m ° =' G) -� —= -='g � x (DB 0 : s �. a CD
CD ro n tD 0 c Z m 7m ° ro
c��o i0y croi D v xD crroCL 33 y o
o a a MM o�.
0 0 n -a 0 !A >Q7 Z m � m� cc � ,0 M' � � n m 0
v = Q 0 a n ro �,ro o cn CD mCD cII
0 j
� o �^ su
oS. ro $ �• 4 n p> 4os:� QO m° n
ro 7
CL oo9 C � Q O o wr• in"L
m ro o 0 n � r = ro n0 o 0 --� -.� v
a� n ys � z � Cm o 3.0 mm ~c
�� cod' t`noD 0 ? twit Dm a`� 3@c co Qcn
mm :E w - 0 0 z0 N° 4o� � 3 m W
o g 'mo 0c: � --:� O�
n a �o m y D ro �� m o -»cam m D � ro
, o.OD �m am . o O rn
0 d CmQocc 00 m� o
Cho = � m = � � (D 0 0) 4
rn 3 Q ��, CL
z �. z a� a m< nm
< a) mro �• 0 ro CD 0o<D . uroi
-� ro
m (DEr� cQ o -vc �� ° m o
w ° ? m� uS o m 2
�
rs -1 �Z Stu ° CL CL-a
, o ro m 90 CL
- - --... .... ... . ...
f �}
,
OL3 N 0 { N.OC
m
O pj c n 0 0 N m
3 r
FD
E —
Co m 7- ro0 r
C3 � nN � _�
Q (D m
cn CL CD
o c <(a y n N
Z Zcnc-prn { mom
0 -0 - 0
a a-
a m a-0
CL -
z CA r, (D c
� os3 0-
a = 3
c r � ca. 200
75 ro m o
Z - �_�0 a
-ro >yomo3 �
T ra33 �, mv
- v
rn v
� o �j3 ID
> n5 (D N m a
-o o (D
-ommu,•2am
rn $ w -0o
0mZ>
Z a
ZC -v
D n m
S3�� 0
Z CL to _
O v o = 2 o w
Z @ m 0 (D
m R3vc: a
iG s _c 0 3 (D 0
0 � O
�° CL
oO m
-off � (D
3rn a en
� } D 8 o o
Qm ', Z �
Z �+�c 0 0) 3
n FD'(D
j o o
</ z = o a
r"l � di CL
s , 0o y 0 0
_ c@
l) O
m
o z_3m(2 <CL
�aca(0 v m
n 3_: (D 3
y ,CD
in
(Q
? �COa (D CL Vi
�0--o 60
CA my '�Q �
to y N 0 (A
(D EP K
-n
0 Cn
K CONCRETE MECHANICAL MANUFACTURED HOME a
to X
C)
Footings/Setbacks Gas Piping 01ate By Ribbons
71
Interior Date By Interior-Date By Date By
00 G)
C) 13V t-Exterior Date By Exterior-Date Seup cr)
Point Load I Isolated Footings INSULATION :0010 By >
BG I SLAB INSULATION
Date By Date By FIRE DEPARTMENT
Foundation Walls Floors Date By
Date By Data By DECKS
FRAMING Wallis Date By
Date By Data By PROPANE TANKS
PLUMBING Vault Date By
Date By OTHER
Groundwork Attic
Date By Date By Type,
Dale By
D.W.V DRYWALL 'rypa' 0
Int.Brace Wall Date By 0
ic
Date By rn-W 13y NJ
FINAL INSPECTION
Water Line Fire Seperation
Dat'e By Date By Date By
O
Pass or Request Inspect.
-Type of Insp. Fail Date Pate Done By Comments
'Srzzf(� olar/! CO
"IAl L-� xa
(D
0
Cri
a �
K.razan
q & AS S OCIATE S , INC .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
August 15,2018 KA Project Number: 10618173
Mason County Building Permit No.: COM2017-00108
Manuel Castro
EAGLE COMMERCIAL SERVICES E-Mail: ManuelC@ecsperforms.com
1026 2611 Ave NW Suite C
Gig Harbor,WA 98336
RE: Structural Observation Letter
SE03XC570 Belfair
Milepost 27-6,Highway 3
Belfair,WA 98528
Dear Mr.Castro,
Per your request, we have prepared this structural observation letter for new tower attachments at the
above mentioned project. We performed a site visit on August 13, 2018 to visually observe the three(3)
new Sprint antennas and the nine (9) new Sprint RRHs. For our use in preparing this letter, we were
provided with the construction drawings prepared by Crown Castle,dated May 29,2017.
Based on our site visit,it is our opinion that the three(3)new Sprint antennas and the nine(9)new Sprint
RRHs were installed per the construction drawings dated May 29,2017.
If you have any questions, or if we can be of further assistance, please do not hesitate to contact our
office.
Respectfully submitted, ��^^� `�
KRAZAN&ASSOCIATES,INC. G?
cxawD stceek
t j� r
ss�NALE�O
Vijay Chaudhary,P.E.
Project Engineer
Attachments: Site photographs,daily field report and construction drawing
1230 Finn Hill Rd.NW Suite A•Poulsbo,WA 98370•(360)598-2126•FAX(360)598-2127
With Offices Serving the Western United States
KA Project No. 10618173
August 15, 2018
Page No.2
Site Photo ra hs
Krazan&Associates,Inc.
Offices Serving The Western United States
IL
KA Project No. 10618173
August 15,2018
Page No. 3
Alf
i
Krazan&Associates,Inc.
Offices Serving The Western United States
KA Project No. 10618173
August 15,2018
Page No.4
iy A:
a
y f I
I
Krazan&Associates Inc.
Offices Serving The Western United States
KA Project No. 10618173
August 15,2018
Page No. 5
�r
s� r�
y
j'.
C�
i
Krazan&Associates,Inc.
Offices Serving The Western United States
KA Project No. 10618173
August 15,2018
Page No. 6
%9� v
R
i
ri
Krazan&Associates,Inc.
Offices Serving The Western United States
i
KA Project No. 10618173
August 15,2018
Page No. 7
/ y
ww%omwmcastle
s
} III is
orb .
I CR UASA A`7aff"
tj im as 371
0 40
AR " ."
14 WO 'S"EROCt, 800** m7O
'354
8,8,
"QRp- ''
ifi _ , e
28
Krazan&Associates,Inc.
Offices Serving The Western United States
j E
KA Project No. 10618173
August 15,2018
Page No. 8
r
I
Krazan&Associates,Inc.
Offices Serving The Western United States
KA Project No. 10618173
August 15,2018
Page No. 9
4
c
Krazan&Associates,Inc.
Offices Serving The Western United States
. KA Project No. 10618173
August 15,2018
Page No. 10
.z,
r
ram.
i
i
Krazan&Associates,Inc.
Offices Serving The Western United States
KA Project No. 10618173
August 15,2018
Page No. 11
r„
P
y<t
{3 d/
i
"a
T
Krazan&Associates,Inc.
Offices Serving The Western United States
c '
RECEIVE �rd� cloc
OCT 0 6 20V
a, 615 W• Alder Street Mason County Community Services
Building Division
615 W Alder Street
-;€ SPEML INSPECT'® Shelton, WA 98584
"-
18S4 TESTING AGREEMENT 360.427.9670 ext.352
www.co.moson.wa.us
(All references are per the 2015 International Building Code)
Project Name: Sprint Equipment Upgrade SE03XC570
Project Address: 24941 NE State Hwy 3
Building Permit Number: Date Issued:
BEFORE A PERMIT CAN BE ISSUED: The registered Design Professional in responsible charge shall fill out the Agreement
and include the name and address of the company or inspector. Two (2) copies of this form are to be submitted to the
County prior to the issuance of a building permit. If changes are made as to who will perform the special inspections a new
form shall be submitted and turned into the Building Permits&Inspections Division for approval.
STATEMENT OF SPECIAL INSPECTIONS: In addition to this Agreement, a "Statement of Special Inspections" shall be
provided per IBC 1704.3. This Statement shall be made as part of the approved plans, and be placed in a conspicuous
location,such as the first page of the construction plans or the first page of the structural sheets.
SPECIAL INSPECTORS: All special inspectors shall be approved by the Building Division prior to performing any duties. The
special inspector shall provide proof of certification as a special inspector for each inspection item and be licensed by the
State of Washington.
SPECIAL INSPECTION REPORTS: Special inspection reports are to meet the requirements of IBC 1704.2.4. Copies of each
report are to be sent to the address listed In the letterhead noting the Project Address and Permit Number. A final report
shall be submitted stating that all special inspection and structural testing items were completed and are in conformance
with the approved design drawings and specifications. Items not in conformance,unresolved items,or any discrepancies in
inspection coverage(i.e.missing inspections, periodic inspections when continuous was required,etc.)shall be specifically
itemized in the final report.
Areas requiring special inspection: Name of Agency: Address&Contact Information
❑ Unapproved Fabricators(IBC 1704.2.5)
Other than Structural Steel(IBC Table 1705.2.2)
❑ Steel floor&roof decks
❑ Welding of reinforcement
❑ Cold-formed steel
Structural Steel - r
❑ Welding(Per N5.4 of AISC 360-10)
❑ Details(Per N5.7 of AISC 360-10) I.1llry C (!1- 21
❑ High-strength bolts(Per N5.6 of AISC 360.10) �` i2 A11
Concrete Construction(per IBC Table 1705.3)
❑ Reinforcement,embeds,anchors
❑ Formwork
❑ Materials
❑ Shotcrete
❑ Post-tensioned/Pre-stressed Concrete
❑ Erection of precast concrete
— — - — - —
Page 1 of 3
� f
! y,
00�M1'T
Mason County Community Services
Building Division
SPECIAL INSPECTION & 615 W Alder Street
Shelton, WA 98584
ss4 TESTING AGREEMENT 360.427.9670ext. 352
www.co.mason.wo.us
Areas requiring special Inspection: Name of Agency: Address&Contact Information
Masonry Construction(IBC 1705.4)
❑ Prior to Construction(Article 1.15,TMS-602)
❑ As Construction Begins(Article 1.19.2,TMS-402)
❑ Prior to Grouting(Table 1.19.2,TMS-402)
O During Construction(Per TMS-402&TMS-602)
Wood Construction
❑ High-Load Diaphragms(IBC 1705.5.1)
❑ Wood Trusses>60ft(IBC 1705.5.2)
❑ Soils(IBC Table 1705.6)
D Driven Deep Foundations(IBC Table 1705.7)
❑ Cast-in-place Deep Foundations(IBC Table 1705.8)
❑ Helical Pile Foundations(IBC 1705.9)
❑ Sprayed Fire-Resistant Materials(IBC 1705.13)
❑ Mastic&Intumescent Coatings(IBC 1705.14)
❑ EIFS(IBC 1705,15)
❑ Fire-Resistant Penetrations(IBC 1705.16)
❑ Smoke Control(IBC 1705.17)
❑ Structural Steel(IBC 1705.11.1&AISC 341-10)
❑ Structural Wood(IBC 1705.11.2)
Page 2 of 3
f i
ca
.�. Mason County Community Services
Building Division
SPECIAL INSPECTION & 615 IN Alder Street
3 Shelton, WA 98584
1854 TESTING AGREEMENT 360.427.9670 ext.352
www.co.mason.wa.us
❑ Cold-formed Steel(IBC 1705.11.3)
❑ Mechanical&Electrical Components(1705.11.4)
❑ Architectural Components(IBC 1705.11.5)
❑ Storage Racks(IBC 1705.11.7)
❑ Other (IBC 1705.1.1)
❑ Other (IBC 1705.1.1)
Declaration by Architect/Engineer Special observer L_.:0 (SEAL)
I, the design professional in responsible charge for this project, declare that the
above listed special inspection and structural testing items are required for this
project in accordance with IBC Chapter 17.
Signature Date
Declaration b ^
I,the Owner of the project,declare that the above listed firm(s)or individual(s)are hired by me to perform
special inspections and structural testing for the project pursuant to IBC 1704.2.
Sig Date
CONTRACTOR RESPONSIBILITY: Each contractor involved with the construction of wind or seismic force-resisting
systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the
special inspector access to approved plans and contract documents at the job site. All special inspection records
shall be retained at the job site by the contractor and shall be made available to the Building Department upon
request.
Declaration by General Contractor
I, the General Contractor of the project, agree to comply with the "Contractor Responsibility" items noted
above.
Signature Date
�:sa. „��a�.-tt:�.'�,� •%Gk�,.' #.'.=.�=m,,, � ;smear - — - - - -- -
Page 3 of 3