HomeMy WebLinkAboutBLD93-1901 Final Metal Roof Over Mobile - BLD Permit / Conditions - 2/15/1994 MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
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AGENT.
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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 date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date �)Zj 2�s -may by L J date by
r�
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
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Permit No.
MASON COUNTY 'Lj bl
BUILDING PERMIT APPLICATION
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628
PLEASE PRINT
/. n
#1 Owner Ji -Fr'f/eL Phone# 'z-7- k�.8
Site Ad 9' I Chi Nan/< b A . Fire District#
City �` eLF St WA• Zip 7BSZ,4
Directions to Job Site f 7 fro t
11 C v 2e 1.1;L T ZA �LE isOF,7 5 PCB/
)?L)IJ A-e a • �'
Owner Mailing Address PQ .r-3" 1 I
City 'FCLFl-�I; . St GUA Zip 96,519
Lien/Title Holder SAMr 4 S Q w,jJF,Q
Address
City St Zip
#2 Contractor Name DES+i e lcj L"rsY1s/.Pu�To� Contractor Reg# 22c51)6
Address 0 6 1 C'�linJan K r7R . Expiration Dated/_4L_q /
City St Zip Phone#
#3 If septic is located on project site, include records. yes
Connect to Septic? C Public Water Supply Well
Connect to Sewer System? Name of System
(If residential, proof of potable water is required)
#4 Parcel No. /Z 33 b - 2. - 00240
Legal Description 7'R 2416 F Goer L6r 656— S u200., 2/G/ Fs 6 4 g. .t3K b s 1 R
#5 Building Square Footage: (existing/proposed)
1st FI / 2nd FI / 3rd FI / Loft /
Basement / Deck / #bedrooms / #bathrooms /
Garage / Carport / (Circle:Attached or Detached?)
Other sq.ft. /
#6 Use of building L/UC- /n) Describe work rata >�12&6Z
12db-r 00ey- '-r1r3 i Lee
#7 Type of Job: New__)( Add Alt Repair Other
#8 MOBILE/MANUFACTURED HOME INFORMATION
Model Year 1�6L-1 Make P C�c ' Model 3-�
Length SS' Widths Serial No. S 71 S-
#Bedrooms_#Bathrooms 1. Type of Heat 01
Purchase Price$ 4t F ,, E sTi,11
#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
Show following on the site plan
Lot Dimensions Flood Zones
Existing Structures Fences
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells C
Proposed Improvements Easements Indicate Directional b N S E
Name of Flanking Street y , , , W)
Name of Fronting Street in relation to plot plan
APPLICANT TO DRAW SITE PLAN BELOW
SEE �ITrRCNe; ►�
O
1
1 r ^,
�i
V
ell
• �R�V�2.(,lard-+ �'
G
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
IX7-
i
Plumbing Fixtures ($3 each) Fee , I Mechanical Fixtures ($6 each)
Pr
No. Toilets CIRCLE FUEL TYPE: Gas, Electric,
_Bath Basins Heatpump, Other
_Bath Tubs No. Unila Fees
Showers Furn 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 15.00 _ Auto Fire Sprink Sys 25.00
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 15.00
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD
OF 180 DAYS AT ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL $
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 TH �TH.NO CHANGES SHALL BE THEREWITH,NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOI�T FI O 4TAINING APPROV FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING EP RTM NT. DEPARTMENT.
X OWNER X BY
DATE wee-, _ 3 DATE
f ' M
.w { .. ng
FOR AL..iJSE ONLY•Accepted by Date ' cx '
r
DEPARTMENTAL REVIEW ,
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
Planning:
\11
Environmental Health:
Building Plan Review
Occupancy Group: Type of Const:
Fire Marshal:
Other:
Special Conditions: FEES
Building Permit
Plan Check 3�
Plumbing Fee
Mechanical Fee
Wood/Gas/Pellet Stove
Radon Monitor
Violation Fee
Site Inspection
Building State Fee .4;0
Other
Other
Building Valuation: Z-0 TOTAL FEE
t .
TABLE OF PROPERTIES
Section wt./sq. y for
and and Ff. Overall Oreee Dist. ap'
Gauge lbs. Depth Area In. 10.4
P-22 1.8 1.53 0.33 ./26 .1/0
3-20 2.3 1.53 0.63 .204 .230
j ... - _ �� 3-1/ 3.1 1.55 0.86 .764 .337.
SEC. 3 . 3-16 3.9 1.56 1.07 .732 .442
11 1r
3-14 4.7 1.38 1.35 .712 .362 i
I 3-12 6.3 1.61 1./4 .713 .731
I' UKX 18.12 3.1 1.60 1.30 1.105 .566
UKX 1/-16 5.6 1.61 1.65 1.152 .603
r UKX I6-16 6.3 1.63 1.t5 1.0/9 .763
UKX •:•-•r--4 r--� -�-►-r--F�e �
' I UKX 1&14 6.9 1.64 2.03 1.144 ./20
I l zr� UKX 14-14 7.9 1.66 2.32 1.078 1.011'•
' UKX 12.12 11.0 1.72 3.24 1.0/5 1.373
RK 1/-1/ 5.9 3.10 1.74 1.630 1./99
RK 1&16 6.7 3.12 1.96 1.726 2.128
'RK •r" -- RK 16.16 7.4 3.13 2.18 1.606 2.497
`� "' RK 14.14 9.2 3.16 2.71 1.611 3.304
RK 12.12 12.4 3.24 3.65 1.5/4 4.446
RKC 16-1/ 6.73 3.12 1.94 1.840 2.236
RKC ..•' �r RKC 14.14 8.41 3.16 2.42 1./00 3.009
RKC 12-12 11.78 3.22 3.39 1.750 4.729
q
i
21-22 2.3 3.030 0.65 1.633 .673
21-20 2.8 3.036 0.70 1.595 ./55
1 21-18 3.7 3.048 1.04 1.330 1.258
21-16 4.6 3.060 1.31 1.462 1.703
21-14 5.8 3.07S 1.63 1.393 2.264
f 21-12 8.1 3.105 2.29 1.313 3.381
NKX 13-18 5.7 3.096 1.69 2.149 2.125
NKX 19-16 6.3 3.106 1.86 2.214 2.226
NKX 16.16 7.2 3.120 2.11 2.109 2.///
NKX ••; '.,F I:F -� I NKX 16.14 7.9 3.134 2.32 2.204 3.0/4
24' NKX 14.14 9.0 3.149 2.64 2.068 3.903
NKX 12-12 12.6 3.209 3.68 2.014 6.049
NKC 16.16 6.33 2.99S 1./9 2.1if 2.03
NKC 14.16 7.20 3.010 2.14 2.04 2.67
NKC -',� ,�� 27&' NKC 14.14 7.94 3.024 2.35 2.14 2./6
' -�r-- NKC 12-14 0.64 3.054 2./6 1.91 4.16
NKC 12-12 11.10 3.0/4 3.29 2.07 4.67.
12-20 3.7 4.53 1.01 2.494 2.933
12-1/ 4.9 4.53 1.35 2.417 4.078
SEC. 12* 12-16 6.0 4.36 1.69 2.419 3.195
12-14 7.3 4.38 2.11 2.410 6.190
12-12 10.4 4.61 2.19 2.301 /.5/7
.��
FKX It•it 6.7 4.60 1.97 3.01 5.93
FKX 1/-16 7.2 4.61 2.12 3.13 6.30
FKX •■ ; -_ LAI �. FKX I6.16 8.4 4.63 2.47 2.98 7.57
FKX 16-14 9.1 4.64 2.68 3.11 /.06
FKX 14-14 10.4 Al." 3.06 2.98 9.02
le FKX 12.12 14.5 4.72 4.26 3.07 12.39
CK 1/-It 7.0 6.10 2.02 3.38 2.28
CK 1 t-11 7.9 6.11 2.26 3.37 9.24
CK 16.18 7.9 6.11 2.28 3.13 9./1
• CK 16-16 8.8 6.12 2.52 3.33 10.94
CK CK 16-14 9.9 6.13 2.83 3.32 12.20
• I;�• CK 14-16 9.9 6.13 2.83 3.07 12.97
CK 14-14 11.0 6.15 3.16 3.27 14.40
----7r-� CK 14-12 13.1 6.18 3.76 43.57 17.00
CK 12-14 13.3 6.18 3.11 2.16 18.32
CK 12-12 15.4 6.21 4.42 3.19 21.62
Cost.of Coefficient Safe End
Strength of Deflection Reaction
In 3 In!lending Al 11360 3'bearing
+ I
I
.203 2,705 7,900 /SS
.265 3,530 10,070 1,294
.398 3,310 14,700 2.240 tit
.506 6,750 19,350 3,337 i
.633 8,44$ 24,573 4,916
.8e0 11,723 33,000 1,648
.472 6,290 24,700 2,240
.4E1 6,420 26,350 2,240 1
.654 6,700 33,330 3.357
.667 8,900 33,850 3.337
.e93 11.900 44,200 4.916 NOTES
1.353 14.000 60,000 6,648
1.104 14,725 83,000 2.240 Welded sections are designated by type and gauge of
93,000 2,240 material. Letters designate type-RK, RKC, UKX, CK.
1.168 15,323 ,f00 2 FKX and NKX. The first number following the letters
1.4E3 19,773 193 ,240
1.982 26,425 144,400 4,916 t indicates the gauge of metal in the top element and the
2.465 38,200 194,300 0,444 1 %econd number indicates the gauge of metal in the bottom
i element.
1. 0 , 97,tfoo 1,679 1. All properties of all sections have been computed in
accordance with A.I.S.I. Specifications for Design of
1.560 20,770 70 131,500 2,431
2.320 33,630 206.675 4,324 Light Gauge Steel Structural .Members. (See Note 4).
1 2. "Y" values shown distance from top of unit as used to
center of gravity of unit.
.386 3,150 29,500 468 3. All values given in table are for one-foot-widths of units.
.500 6,660 37,400 766 -1. End bearing values established by actual tests with a
.735 10,100 53,000 1.442 safety factor of 1.65 on yield strength.
.982 13.100 74,400 2.266
1.261 16,800 99,000 3.409 ) S. To find total allowable uniformly distributed load per
1.623 24,300 147,800 6.191 square foot, divide coefficient of bending given in table
by the length of the span in feet squared. To find the
.909 12,120 92,900 1,442 allowable load which would cause the unit to deflect not
923 12.300 97,300 1,441 greater than 1/360th of the span, divide the coefficient
1.260 16,500 126.200 2,266 of deflection in column so marked by the cube of the
1.203 17.140 134,800 2,266 t length of the span in feet.
1.746 23,300 170,600 3,409 6. When the floor is continuous over three or more spans,
2.833 37,8W 264.400 6.191 l the above coefficient of strength may be increased by
1.25 and the coefficient of deflection-increased by 1.89.
.65 11,330 69,730 1.310 When it is continuous over two spans,the above coe8ri-
1.18 13,720 116,350 2,270 cient of strength shall be used as is and the coefficient
1.20 16,000 124,750 2,270 of deflection may be increased by 2.40.
1.99 26,450 181,750 4,127 7. As with steel beams. it is generally considered good
2.04 27,230 203,150 4,127 practice to limit the span of floor units to 25 times their
depth. Due to increased stiffness resulting from the
1.126 15,000 129,170 940 addition of concrete fill over the top of the steel floor,
1.610 21,460 178,200 1,922 the depth under that condition may be considered as
2.107 2E,100 227,000 3,026 being the total depth of the concrete and the steel floor.
2.694 35,913 270,100 4.606 j
3.433 45,775 375,300 8.3" S. When used for electrical raceways, the Underwriters'
Lalwratories approval requires 16 gauge minimum thick-
1.90 25.330 259,000 1,922 ness of steel for bottom element and 18 gauge minimum
1.94 25,885 275,400 1.922 thickness for top element with minimum concrete
2.49 33,160 331,100 3,026 [ill of 2!y'.
2.34 33.900 352,200 3,026 NOTE: UK, FK and NK available. Their properties are almost identical
3.18 42,470 394,200 4,608 to UKX,FXX and NKX.Check with H. H. R. Co. District Office.
4.10 54.660 550,600 8,366 U.S. patent 2,694,473.
2.32 31,000 362,000 1,442
2.45 32,700 403,800 1,442
2.95 39,400 428,700 1.442
3.11 41.500 478,000 2,266
3.20 43,700 533,000 2,266
3.97 52,900 367,000 2,266 .
4.19 55,700 629,000 3,409
4.51 60,100 743,000 3.409
5.31 70.700 800.800 3,409 ;p
6.50 86,600 945,000 6,191 5
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Grr..APP-V r Jw,wa' 98-644
EXPIRES: 5/28/ SASS'