HomeMy WebLinkAboutBLD97-1310 Cancelled Crank Up Tower - BLD Permit / Conditions - 7/22/1998 r
MASON COUNTY
Mason County Bldg. III 426 W, Cedar
P.O. Box 186 Shelton, Washington 98584
E1 U 1 L 0 1 N 04 1a F F1 n7 E T FOR INSPECTIONS CALL 427--9670
�r m AND E;am 6?
BLD97-1310 PARCEL : 12 3305300006
: Pt AT .BEPL D I V/
=:- cB�Lt�'
.JQ3 ADDRESS . 41 NH SALTY ) i 3ELFAiR JOWNEV : ALFRFD ARDON 27.5 08'e7
CONTRACTOR : 0 —
LEGAL REARMS GOYf 1lV 8 Bfl : LOT 6 NE SLTY DRIVE
. x�a•��rscaaaa�.aasr.:arc.-:,.r-a-,�--c.,_._:-.a_y»l:sr::uc.�+c�.;�e:.�.x.:-..x:a:;.r.ss�s:�..:.. .. _:..�ar.�sac..�-xmr.�,r�
CLASS OF WORK , . :NEW BE'FIR : 0 .BATH - 0 PE AMOt+NT By D„TE RECE 1Pf TYPE AMO " PATE Rick IP1 �
TYPE OF (ISE . . . . :('014 STORIES . . . . . . . :0 �- �
OCCUP . GROUP ? 1:3LDG . FII I OHT . . : 0 .0 t PROT 1 15.00 NdP 41123198 ;63L�3
TYPE OF CONST . :? F I REPLACES . . . : A PICK 1 4.Of NJP #1/23198 461#3
OCCUP . LOAD . . . 0 WOODSTOVE:S . . . . c 0 Siff 1 4.50 N<<2 01123198 46183
I)WFLL .UN I TS . . . < : G► PARKING SPACES : 0 ENCP 1 26.00 11,1P 011231?0 4003
INSPECTION AREA : 1 SHORELINE? _ . :N I61AL: 70.50 VALt11AT 1 iN: 1660
Ltsa....��....,..».sar_sc�:.w^rssx.:-vmevr_ra.:sax�-� �:mer-`::a..ra�x�rr:z�az�zs�c<-.Y+.•-c^r�a'^-�mr.:-.r_—;�
SE 1. ....r _ ...._._ TOILETS . . . . . . . . . . : 0 FUEL. TYPES ___ ._..__ .._ BOII_ERS%COMP--_.-- MOBILE HOME
FRONT . . .N 45 .Oft BATH BASINS . . . , c 0 0-3 HP . : 0
REAR . . . .S 65 .0f t BATH TUBS . . . . . . . . : 0 3-15 Hp . .- 0 MODFT._ :
S I Dk t 1 ? .E TO Oft "iHOWF nS . . . , . , . . . . : 0 TURN -- 100K 13 V1.1 : 0 15-- 30 I-IP . : 0 MAKE:
S T DE (:%. ) .W 20 .Oft WATER HEATERS . . . . : 0 FURN 1001, BTU : 0 30--50 HP . : 0
SHRL I NF .N O .Oft CLOT'HFS WASHFRS . . : 0 1=URN -- FLOOR 0 5 0+ Ilf' . : 0 --YEAR-
AREA --_ ___._ _.___._. __--- KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0
LOT SIZE . FLOOR DPAINS . . . . . : 0 VENr SYSTEMS . . . 0 EVAP COOLERS : 0 LENGTH ; 0
BUILDING . ; . - 08f DRINKING FOUNT . . . : 0 VENT FAN" . . . . . . : 0 HOODS . . . . . . . : 0 WIDTH . : 0
BASEMENT . . . : Os F LAUNDRY TRAYS . . . . : 0 DOMES . i NC I'N :0
DECKS . . . . . : : Oqf DISHWASHERS . . . . . . : 0 AIR HANDLING i_1N I TS--- COMML . I NC I N :0
GAP/CARP :? Osf + ARB DiE"POSALS . . . . 0 10000 c,fm . : 0 RELOC/RE=.PAIR : 0
AT/DT . :? URINALS . . . . . . . . . . : 0 > 10000 cfm . : 0 OTHER UNITS . : 0
to I SC PL M FIXTURES.- 0 GAS OUTt_FTS : 0
1,ROJFCf DESCRIPTIONIINSTAII 41fr CRANK-UP f1WER
PROJECT LOCATION:FA09 81[FAIR TAKE HWY ;Of 10 S,ANDHIU 'AD, :GO 116HT ON SANDOILI RD, TO IARSON R►VD.., 60 EIFT ON LIRSON RIAD. FOR A 112 Ili[ fO SAI.11 DRIVE. ,
GO ELFT ON SALTY DRIVE, '10 LOT ON THE'I.EFT, YEtt01 HOUSE.
IN1S PERMIT BECOMES Nifil AND Y0lA IF WORK OR CONSTRUCTION AUTHORI?ID IS NOT ['OMMENCfD WITHIN ;80 DAYS, OR If CONSTRUCTION +,R WORK IS SUSPENDED FOR A PERIOD
OF 180 DAYS AT ANY TIME AFTER 1019 IS COMMENCf9.. EVI0E10E Of CONTINUATIGO Of WORK IS A PA06RE�S INSPECTION WITNIA THE 191 DAY PE1109, FINAL INSPECTION MUST Be'
APPROVE!` BEFORE PUIiDING CAN Bi OCCUPIED.
r
OWNEiij`4R l.6ENT: ` j 4t OA?F:
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by
PLUMBING date by OTHER
Groundwork Attic
date b date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
I
UlitJA9i, rUW V;Il I141 1klVFX0-1. IMVIL,G IV " I II 111CU 1"V17UI i IVMIY 10 91L:UgjInUIj
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
PF F41»1 i 'T CC' NC-) I T I C, N �-:
Case No . : BLU97-- 13 1 0
Fore ALFRED ARDON
Paget 1
1 ) Structure must be setback S ' from a I I tit IIIty and drainage easements a total of 10 '
frga+ each property line, or a variance crust be obtained from the BuildIng Department ,
X "
2 ) Proposed struc,tjlro or any portion thereof greater than 30" In height: from grade line ,
must ,maintain a m i ri lmum of 5 ' setback from all property lines , easements and 10 ' from
all Xounty and State Road right of ways .
X r
3 ) . Approved per dirrlensions and setbacks on submitted site plan . )(
4 ) All approved plans are required tl;) be on-site for iris ect i on purposes . if I rispect i on
Is called for a.nd plans are riot orr site Approval 1�i i L L. NOT be r�ronte d . 1 n add i t a on , N
Re.- Inspeotion fee in the amount of $32 .06 per tour (minimum i hour ) will be charged and
must be, ce l i r at ed by th i rA department prior to any further i nspoct i ons being performed or
approval granted .
X
5 ) PURSUANT TO 1994 UNIFORM BUILDING CODE SECTION 305 (C ) AND SECTION 513 ALI SITES MUST
H.AVF: APPNOVFO NUM13EPS OR AVDRESSFS PR6V I DF0 IN SUCH A POSITION AS TO Bt PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY , MASON COUNTY BUILDING
` DEPARTMENT REQUIRES TF-IA'r. THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS A
REINSPECTION FEE BASED ON RATES IN TABLE' 3A OF THE 1994 UNIFORM BUILDING CODE WILL BE
ASSESSED IF OWNFAICONTRACTOR FAILS TO POST ADDRESS ON S17E PRIOR TO REQUESTING
! 1 NSPE:GT I ONS .
X _
I
6 ) AL.I_ CiJNSTRUCT i ON _MUST MEET OR EXCIFED ALL LOCAL CODES AND UBC REQUIREMENTS .
i') Changes to approved building p l anF t ftat ef'fe(,t compliance. to the 1991 Washington State
f
MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O, Box 186 Shelton, Washington 98584
Energy Code, 1991 Ventilation and indoor Air Quality
Code, the Uniform Sul ldinyy o o c
code and/or Mason Countyy Re(1y4-6ktj-0" mast
be approved by Mason Coun prior t cnstrution
CONSTRUCTION PROCIESS TO BE FIFLD CORRECTED - -REQUIRED PER MASON COUNTY BUILDING
DE PAN TMFNT AND UNIFORM BUILDING CODE . x
BEARD•S, COVE #,1 6
SITUATED IN SECTION 30, T. 23N. , R.I W. ., WJ%
MASON,
CO. WASHINGTON
REGISTER IN THE COUNTY ASSESORS OFFICE VOLUPIE 9 - PAGE 1
DIVISION 6--- LOT 6
RESIDENCE: . PROPOSED GARAGE:
Total Square feet: Total Square feet:
26'x 44---------- 1144'sq. ft. 12'x 26------- 312'sq. ft.
SITE PLAN:
"SALTY"�DRNB
rater & Power
60' Connection
I � .
5b1,41 1 601 ,
c ` �� 8 2
14 0 61
IP
��-:L # 3 W
ON, p� Bedroom 24
FOR q ,
10, 230_..�
12' i 11'
o �
RESIDENCE: o
N V
1-2'6
141411 11
SEPTIC o
TANK: u'
i
lI I I I I I I I l I DRAIN FIELD:
24
ti i U [. r.k� 72
CR;, ,:Z �G;: . 6 - - - - - - - - -
=-�`--` 9
ALFRED M. ARDON PROPOSED # 3 BEDROOM
NE 41 SAZTY DR. Total Square feet:
P.O. BOX 171 21 'x 24 '------ 504 Sq. Ft.
BELFAIR, WASH. 98528
Z._c. Zs - i.l....ib
07,
l _ J
Show following on the site plan
Lot Dimensions Fences
Existing Structures Driveways
Structure Setbacks Shorelines
Water Lines Topography
Drainage Plan Wells
Septic Systems Easements
Proposed Improvements Water & Power
Name of Side Street 60' Connection
Name of Fronting Street I t I
I 1 �
APPLICANT TO DRAW SITE PLAN BELOVI i I
I
APPI' --M E .. I t N
MASON BUILDING INSPECTOR r
W I I Z
CliANGES SUBJECT TO APPROVAL _
o 0. I to
,TF t2-2�"! 7 H ' r 14r 9" r
—CP.T ------- -- 7 1 cap
CHANGES
SUBMIT CHANGES FOR APPROVAL I RESIDENCE: to WI
PRIOR To PERFOR1,01 V WORK %.0 (0 1`
THESE PLA ST\ BE N �1 �
l�
ON THEITE
TION. 0" _ EPTIC — 14f _ 1216" -
FOR, S
TANK:
I
T MEET ALL CURRENT DRAIN FIELD:
SHINGTON STATE CODES I
1 241
72
APPLICANT TO DRAW TOPOGRAPHY PR, 4-- -- I "^
96 r
;F;l!>a'k' UP TOWER RASE 1{''I,' �il1VATIOtV ----
�,
t o'_1`1 Degp. Model A B C F
TMM•541SS 3' 3' 4
TMM-541SS 3' 3' 4'6"
Anchor Bolts TMM-433HD 3' 3' 5'
--? :• L (size varies with lower size)
y,'Reinforcing Bars(not provided) A or rod'
shall extend to within
B C 3"of both top and bollom
i of tooling Soil SUf1aCe
4 10 Bars
'-------------- --' :•.,...•• .-...• Undisturbed soil J t
�.� of
CD
38 2"x 4-space(foe-nailed)To be removed
o
�� Concrete
O � v Q
Z!*Vz�ti
width---�
O �
a
5 � Q 50
:Z-q:
Will handle 18 sq. ft. antennas at 50 mph Recommended design fora concrete guy
HD will handle 24 sq.) anchor. Notice how the concrete block is
433 added strength.
� inset into the ground for
The horizontal forces placed on this block
TMM 433SS 33'w/o Mast 11'4" a 315 10" 16"
from the guys make this design extreme-
TMM-433HD 33'w/o Mast 11'4" 4 400 t2 vz" 20-7/a" ly reliable in most cases.
C xx
BEARD'S COVE # 6
SITUATED IN SECTION 30, T. 23N. , R.I W. ., W.M.
MASON, CO. WASHINGTON
REGISTER IN THE COUNTY ASSESORS OFFICE VOLUME 9 - PAGE 1
DIVISION 6--- LOT 6
RESIDENCE: . PROPOSED GARAGE:
Total Square feet: Total Square feet:
26'x 44---------- 1144'sq. ft. 121x 26------- 312'sq. ft.
SITE PLAN•
\ G '
TY"-'DRIVE :
later & Power
60' Connection
5V�1 1 601
1
�-�(s ate.
S-� 8 6 2 1( t
O �� ° 241 1 p� All
FOR Bedroom ,
I
101 yr� 23, 4
1211 11"
i
RESIDENCE: o W�
N � �
1% pq
a
144C1411— - 12 6��r
SEPTIC; o
TANK:
I
t I I I I I I I I I I I DRAIN FIELD:
A"� p
24'
CNAF;:t2`+ ill t. 'i'h , - - 72 — — - - - - - - -�
oar / — 1— - 96 1
- - -- — - --- --- - PROPOSED # 3 BEDROOM
ALFRED M. ARDON
NE 41 SALTY DR. Total Square feet:
P.O. BOX 171 211x 241------ 504 Sq. Ft.
BELFAIR, WASH. 98528
..'��„�.,. �r.r.-•� 4 r,,•C'ry Tyr,
Fc�D-t*7 13 W
Permit No.
MASON COUNTY \6"6
BUILDING PERMIT APPLICATION y'i
426 W. Cedar/P.O. Box 186, Shelton,WA 98584 427-9670 �l
(Calling From: Seattle 464-6968, Belfair 275-4467, Elma 482-5269)
PLEASE PRINT
#1 wner ALFRED Phone#� 3fiO) 279-OR?7
to Address NE 4 SALTY DR. Fire District# �
City BELFAIR St WASN. Zip 98528
Directions to Job Site FROM BELFAIR TARE HWY 300 TO SANDHILT, RD GO RImw ON
SANDHILL RD. TO LARSON BLVD ,GO LEFT ON LARSON BLVD. FOR A 112 MILE TO
SALTY DR. ,GO LEFT ON SALTY DR. 3rd. LOT ON THE LEFT,YELLOW -HOUSE.
Owner Mailing Address ALFRED M ARDON MR 4i SALTY -DR- - g n BOX 171
City BELFAIR St WASH. Zip 98528
Lien/Title Holder NONE
Addresslu
city - St Zip
IYYI
#2 Contractor Name NONE UBI #
Address
E CENTEPContractor Reg #
City St Zip Phone# Expiration Date
#3 If septic is located on project site, include records.
Connect to Septic? YES Public Water Supply It:ES Well
Connect to Sewer System? NO Name of System
(If residential, proof of potable water is required)
#4 rcel No. 12330 -53 -00006
#egal
Description BEARD'S COVE- DIV. 6 LOT 6 NF 41 SALTY DR_
#5 Building Square Footage:
1st FI 1648 2nd FI --�" 3rd FI --�-' Loft 96 Basement - �
# Bedrooms 3 # bathrooms 2 Deck 2 Other
Garage 31 Z Carport 180 (Circle Attache r Detached?)
#6 Use of building INSTALLING 40FT. CRANK-UP TOWER Describe work F.X AVATTN(.
FOOTING PAD tFOR TOWER 24" WTDTH 3411 T FNC`HT -46
11 DIEM? O AT S ANCHOR PADS
#7 Type of Job: New N/ Add Alt Repair Other_
#8 MOBILE/MANUFACTURED HOME INFORMATION RECEIVEb
Model Year Make Model NOV 04 1997
Length Width Serial No.
# Bedrooms # Bathrooms Type of Heat
Purchase Price$
#9 Indicate by circling the applicable source if any water is on or adjacent to subject property:
River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other NONE
Show following on the site plan
Lot Dimensions Fences
Existing Structures Driveways
Structure Setbacks Shorelines
Water Lines Topography
Drainage Plan Wells
Septic Systems Easements
Proposed Improvements dater & Power
Name of Side Street SALTY DR. 60' Connection
Name of Fronting Street
J
APPLICANT TO DRAW SITE PLAN BELOVI
1
.. �
Ix 1 1 1 PU
.rq 1 W o
o ? 1 a l v x
H 1 ► 9 Q, t
RFIDENGE: M WI
.. N 1a 1.I
01 ' 1
�\
0— -- - _ _ 1JI# _ 12,6"
SEPTIC
G v TANK: 1
1
DRAIN FIELD:
124'
72 t
I
APPLICANT TO DRAW TOPOGRAPHY PR l -- l— - - - - -- - -' - -
96 '
CPA NK-SIP TOWER BASE INFORMA;, _.
-A 0 1"To 1+ `sI-nl eb i 10"-tW pegp. Model A B C
Tv TMM-433SS 3 3' 4'
TMM-541SS 3' 3' 4'6''
____->______ Anchor Bolts TMM-433HD 3' 3' 5'
(size varies with tower size)
I 'h"Reinforcing Bars(not provided)
' shall extend t within
C Of r0
s ex en o wi in a n
B C :,� 3'of both top and bottom
of tooling Soil surtace
I�
•�-.• :;. ; tl' Tie Bars p.
3� m oc
--------
------ Undisturbed soil
e i
38 2"x 4"spacer(toe-nailed)To be removed � '� d
O
�F' Concrete
°l° xV
width--�
�g11
?iVlirl-SERIF> ,.,,;r •;-ts►=:
Will handle 18 sq. ft. antennas at 50 mph Recommended design fora concrete guy
(433HD will handle 24 sq.) anchor. Notice how the concrete block is
inset into the ground for added strength.
TMM-433SS 33'w/o Mast 11'4" 4 315 10" 18" The horizontal forces placed on this block
TMM-433HD 33'w/o Mast 11'4" a 400 121/2" from the guys make this design extreme-
20-�/�" /y reliable in most cases.
TMM-541SS 41'w/o Mast 12' 5 430 10'' 20-7/,-
Plumbing Fixtures ($3.35 each Fee Mechanical Fixtures ($6.75 each)
No. Toilets CIRCLE FUEL TYPE: Gas, Electric,
Bath Basins Heatpump, Other
Bath Tubs No. Units Fees
Showers Fu rn BTU
Hot Water Htr Heatpumps
_-Laundry Washer Vent Systems
Sinks Spot Vent Fans
Floor Drains No. Boilers/Compressors
_Laundry Basins _ HP
Dishwasher No. Air Handling Units
Disposal _ cfm#
Urinals No. Fire Protection Systems
Other Auto. Fire Alarm Sys 50.00
Fixed Fire Supp. Sys 50.00
Permit Basic Fee 16.75 _ Auto Fire Sprink Sys 35.00
TOTAL PLUMBING $ No. Other
Gas Outlets
Wood, Gas, Pellet Stove
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF
WORK OR CONSTRUCTION AUTHORIZED IS NOT COM-
MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 16.75
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD
OF 180 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED. PROOF OF CONTINUATION OF WORK IS BY
MEANS OF A PROGRESS INSPECTION.
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING DEPARTMENT. DEPARTMENT.
J
X OWNER X BY
DAT / DATE
FOR OFFICIAL USE ONLY: Accepted by: Date:
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
Planning:
lilt
Environmental Health: P
Building Plan Review
12
Occupancy Group: lt- Type of Const:
Fire Marshal:
Other:
Special Conditions: FEES
Building Permit 3S ca
Plan Check [Q.
Plumbing Fee
Mechanical Fee
Wood/Gas/Pellet Stove
Violation Fee
Site Inspection
Building State Fee -�
Other
Other
Other
Building Valuation: M 10 FW TOTAL FEE
COUNTY
BALDING PERMITS
New construction over $5,000)
shoreline work and other major
projects receiving permits during
the past week inglude:
John-�Rosendahl,.Pliillips'Lake
divisions 2 and`, ,-residence and
deck $82,3 8; awrence Riffe,
Lost Lake;garage, $7,776; Alfred
Ardon, Beards Cove Division�6,
install 40-foot crank-up tower,
$1,000; William Campbell, Eagle
Point, residence, $82,890; Steve
Johnson, Lynch Cove Heights,
residence and garage, $63,800;
John Vigil, Shorecrest Addition,
residence and garage, $79,992;
Mike Schleutz, Lake Cushman
Division 13, woodshop and tem-
porary living quarters, $32,016;
Chad Collins, LakeLand Village,
residence and garage, woodstove,
$87,029.
William Birney, Lake Cush-
man Division 19, mobile home,
$22,404; Kelly Buechel, Shore-
crest Terrace, two'residences and
decks, $48,321 each; Rick Krueg-
er, State Route 106, deck repair,
$7,539; Andrew Duchene, Arca-
dia Road, porch and garage,
$9,701;
No value was listed for the fol-
lowing projects:
Kevin Berner, Highland Es-
tates, replace trusses, Construc-
tion Northwest, LakeLand Vil-
lage Division 12,foundation.
BEARD'S, COVE # 6
SITUATED IN SECTION 30, T. 231N. , R.I W. ., W.I.%
MASON, CO. WASHINGTON
REGISTER IN THE COUNTY ASSESORS OFFICE VOLUr4E_2 - PAGE 1
DIVISION 6--- LOT 6
RESIDENCE: . PROPOSED GARAGE:
Total Square feet: (; (C{,i Total Square feet:
26'x 44---------- 1144'sq. ft. 121x 26------- 3129sq. ft.
SITE PLAN: C _11C
''SALTY•-'DRIVE :
v`ater & Power
60' Connection
IJk
5V - 60' ! '
t S� d 6 2 �� - I 1 I
OR tjvsp Bedroom 241
1 I I
F 10, Ilk— 23,E
0 1211 11' I
_ RESIDENCE: o N�
14 '4" Task Porc C� 121 6„i.
• 1
II I I I I I I DRAIN FIELD:
24
ti pi , 01
1 ` — 1— — 96
_ -- -- --
ALFRED M. ARDON- _-- - - --_ PROPOSED # 3 BEDROOM
NE 41 SALTY DR. Total Square feet:
P-0. BOX 171 21 'x 24 '------ 504 Sq. Ft.
BELFAIR, WASH. 98528
��1.l, �... ,,.� .;_;�,, -� . R r°�i�• r. ,ram /»k�+�4�—�'a
w h'LLr.! i115 4�Z G't i�r,i� L- �.j, ',� �.« .w�'4✓�'.•^w�l�
BUILDING ������ 8'� �U ��77 �� � ��
PERMIT x- u~v°p o n- o~�'�m�
MASON COUNTY
DEPARTMENT Of GENERAL ,3EQ\/ICIES
[!(l. Box 1OO (�|�L LT(}k[ VVA(�l'I ��(�[(lN OU5U4
477'UA37()
ux|c ISSUE u
penwr[No.
To joB SITE to Larson Dlvd. go left on Larsoii Blvd-. for a 1.12 mile to F)alt�---__-_-__- ___
OWNER
DIRECTIONS From Belfair tahe Hwy. 300 to Sandhill Rd. go right on Sandhill R(.
I
go left on Salty Dr. 3 rd lot on the left is, NE 41 Sal Ly D.r. Yellow house .
PARCEL 12330 53:::O� CR I Bea�udls Cove Div. 6 LOU 6 13elfair,, Wash. 1,1, (1
NUMBER
/_.
Indicate below: O Property lines and dimensions.O EaoomenisonUvoud� ` '^~ / PIOT
O Septic, dnainUo|d and /onorve area, ursewer.
O Septic tank and dnainfinW setback distances /ron) (ounUuUm/a
O Location nf proposed construction onproperty.
\ | / O Building & ,septic system setback distances from all propeity litics & easements.
-- 0 Well and vvaiorline.
Indicate North
In Circle (} Gm|\waior' /akn� hven� nioaam� vvnUund� dnsinoge
0 AUachcopyn[ n8pUn system "as built" ornop|iS permit approval.
O Indicate topography profile of property and structure, on |ovenaoaida
DRIVE
�
A;RA C Connecti
131 -41, GARAGE Of,
NEW TOWER /
. Bedroom Ln |�1
� LOCATION 10 , 1.21
|
e.
DRAII] FIELD:
24,
IAVC certify that the proposed construction wiii conform to the dimensions and uses shown above and that no change3 will be made without first oble1ning approvill
Z4A]U 1-I E VN E R(S)0 f I AU I 110 111 Z L D F1 E PR ES E f J 1 A I I VC
APPROVED
DISTRICT AS rjoTED DKIL
�
�
|
-13)b
Show following on the site plan
Lot Dimensions Fences
Existing Structures Driveways
Structure Setbacks Shorelines
Water Lines Topography
Drainage Plan Wells
Septic Systems Easements
Proposed Improvements Water & Polrer
Name of Side Street 60' Connection
Name of Fronting Street
APPLICANT TO DRAW SITE PLAN BELOVI I 45'
1 1 �
APPr- "'' p 13' Garage I t l 1:74
� :A ,
MASON BUILDING INSPECTOR ,• D t
a i I > 1 W o
CIiAlJGES SU3.IECT TG APPROVAL � #3 •�' o I N z
L') 0 Bedroom ° I �S 1
DffF - -- to
7 9r
CHAIGES
SUBMIT CHANGES FOR APPROVAL I RESIDENCE: tT
PRIOR TO PERFORrviliq � WORK .. - C/I
\\ 1D N
to
THESE PLA S ST. BE
ON THE ITE el vt
FOR 1`IFijS TION. 110,6" Por h 12'6'!�
n�" T6rik l
`T MEET ALL CURRENT
SHINCTON STATE CODES i DRAIN FIELD:
1 241 NIP
l �1, 72 I
I
APPLICANT TO DRAW TOPOGRAPHYY PR� I — —
96 '
TOWER BASE INFOr Pir,,;TION dA
f!/
r_-01 0 1"S5aI+ LJ6n4,hi ►A"-iWbegp. Model A IS C f
f' A — TMM•433SS 3' 3 4'
'' TMM-541SS 3' 3' 4'6"
--� - Anchor Bolts TMM-433HD 3' 3' 5'
j---- -- (size varies with rower size)
' I 1/2-Reinforcing Bars(not provided)
i I ` shall extend to within Mchor rod
- I B C ••'•.. 3"of both top and bottom
of rooting Soil surface
Tie Bars
•-
i i Gt24"OCOP
-------------- -- :;:;.;:••: ..;..;.:.. Undisturbed sod 9Gy�o
rt �o,- 1V r
38 2"x 4"spacer(foe•naded)To be removed
eCL
�7 Concrete! •r+�'�
���� ��``��� I.---width--4
i* 24`1
Will handle 18 sq. ft. antennas at 50 mph Recommended design fora concrete guy
(433HD will handle 24 sq.) anchor. Notice how the concrete block is
inset into the ground for added strength.
TMM•433SS 33'w/o Mast 11'4" 4 315 10" 18" The horizontal forces placed on this block
TMM-433HD 33'w/o Mast 11'4" 4 400 12'/z" 20•7/." from the guys make this design extreme-
TMM-541SS 41'w/0 Mast 12' 5 436 10" 20.7/e- ly reliable in most cases.