HomeMy WebLinkAboutBLD96-1268 SFR - BLD Permit / Conditions - 12/11/1996 MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
F1 IL) I L_ D I N 0 P IF R M 1 1* FOR INSPEC''TIONS CALL 4127-9670
BETWEEN Spin AND Bain 427--7262
BLD96--1268 PARCEL023194090023 PLAT - DIV :? BLKt7 LOT-7
JOB ADDRFSSt ME 1176 SAND HILL AD BELFAIR PERMIT AvON
OWNER : SUSAN10110ft 275-2105 NULL & VqID BY EXPIR
CONTRACTOR : BRUCE FIELDING 951 -4921 �,ko k BY
LEGAL i TO t Of SE, 101 TIN I Of SP# 2150 D AT E
CLASS OF WORK . . tNEW SEDRi 3 .BATH : 3 'TYPE A40401 BY DATE 11[CElfl V AMOUNT EY DATE RECI TPT
TYPE OF USE . . . . :SF STORIES . . . . . . s2 wxv .�X=zm==wwl =
OCCUP . GROUP . . . :? BLDG . HEIGHT . . : O .Oft PANT $ 496.50 KS 1211010 1 SIFF $ 11150 KS I2t11196
TYPE OF CONST . . &? FIREPLACES . . . . 0 pltx $ 240.25 I S 1200196 0 FMCP t 26160 KS 12110109 0
OCCUP . LOAD . . . . 0 WOODSTOVIES . . . . r 0 ?IN 9 61.75 KS 1211010 1
DWELL .UNITS . . . . 0 PARKING SPACESt 0 INCII t 61.75 KS 12111196 6
INSPECTION AREA : 1 SHORrLINE? . . . . tN IDS7 1r $2.11 KS 1200196 1 TOIALt 930.15 VALOtATIONt 73310
SETBACKS- ------ TOILETS . . . . . . . . . . 0 FUEL TYPES--------- - BOILERS/COMP---- MOBILE HOME-_.
FRONT . . .S 8010ft BATtl BASINS . . . . . . 0 0-3 HP _ 0
REAR , —N 70 .0ft BATH TUBS . . . . . . . . 0 3-16 Hp . 1 0 MODELj
SIDE ( l ) .F 70 .0tt SHOWERS . — . . . . . . .. 0 FURN < 100K STUt 0 15-30 Cif' . t 0 MAKE
SIDF (2 ) .W 50 .01t WATER HEATERS . . . . e 0 FURN >-100K BTUs 0 30-50 tip_. 4 0
5 - --
. SHRLINE . O .Oft CLOTHES WASHERS . . i 0 FURN - F ' 0
LOOR — .- 0 1+ HP . - 0 -YEAR ----
AREA KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . 1 0
LOT SIZE . . : FLOOR DRAINS — _ ! 0 VENT SYSTEMS , . . . 0 EVAP COOLERS , 0 LENGTH . 0
BUILDING. . . : 1740st DRINKING FOUNT . . . v 0 VENT FANS . . . . . . HOODS . . . . . _ s 0 WIDTH . - 0
BASEMENT . . . ; 08f LAUNDRY TRAYS . . - - 0 DOMES . INCIN :O SE R I AI..
DECKS . . . . . . i Osf DISHWASHERS . . . . . .. : 0 AIR HANDLING UNITS-- COMML . INCIN20
GAR/CARP :? Ost GAPS DISPOSALS . . .. 0 - 10000 c''rm . 2 0 RELOC/fIEPAIR : 0
AT/DT' . t? URINALS . . . . . . . . . . : 0 > 10000 cfm . : 0 OTHER UNITS . : 0
MISC PLM FIXTURES ; 0 GAS OUTLETS . : 0
PROJECT DES A P711 INEW RESIDENCE
F4,1JECT IOCATIONtfRON NORTH SHORE AD GO UP SANDHItt ROAD PAST BALLfIELDS 2111) DRIVEWAY ON THE AIG9I DIRECTLY ACROSS FROM PRINCE or PEACE CHORCHS SECOND
ORIVENAT, BEFORE 8ftfAll #AVON ROAD, 746 FT DRIVEWAY UP Hitt:
THIS PERMIT BECOMES NULL AND VOID If 104X ON. CONSTRUCTION AUTHORiZFD It,; NOT tONVENClib VITHIK IS# DAYS, ON If CONST1001011 04 WORK IS SUSPENDED FOR A 1`11110
Of ISO DAYS AT ANY Tiff AfIff WORK IS COVIENCED, EVIOEpcf OF 011111111A11011 of 1111K Is A POO61ESS INSPECTION WITHIN THE I$$ DAY Pf8100. FINAL INIFECTIONIUST
APPROVED BEFORE BUILDING CAW Of OCCUPIED,
OWNER OR AG(Aft
alft 8091 P�U. alillial (`nUPI 1AMr.F' TO ATTACHFr) CON1111TIONS IS REQUIRED
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date 4-1/— ((- '/7 by / Ribbons
date 12 - 1$_ 9'� by Gas Piping date b
Foundation Walls I I date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
FRAMING by date by date by
Walls FIRE DEPT.
date /(— ' by date 2 by I date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING cmf -'to rrl,'4w
date l-�— — C1 by date -;'--7- by
Water Line FINAL INSPECTION
date by date by date by
7 �l2✓i'6c� a %-, ccmo v/7t a5��
U -. V.5- cv;,17d u-J5 -3 ce,' :h R -a5' 7CIon,
_c l.,✓ gl 18- 2 7
• MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
P Fx F4 tA I T CONC) I _r 1 ONS
Cage No . : BLD96-11268
For : SUSAN FOSTER
Paget I
1 ) This i ation is subjeot to Buffer and Landscaping requirements as established under
Mas
11 C. y Ordinance 1 .03 .036 .
X
rV
-2j- The use, handling and stora e of hazardous materials or flammable and combustible
liquids in qX"e,s �f 10 galSons Is not a I I owed w i t bout t he approva I of t he Mason County
F I re Ma r 01�11
X
3 ) Proposeol�. icture or any portion thereof greater than 30" in height from grade line,
'!7t A*Wtalp a minimum of 6 ' setback from all property lines , easements and 10 ' from
,7 Cm n y d State Road right of ways .
a X
4 ) Tempura V erQoA_pn control measures must be lmpli!�.mentpd 'to prevent water quality
degradatli f djj' cent waters or wetlands .
X
I e r en�. aid setbacks on submitted site plan . X.
Approved ear menf; loro .od_
6) All approved plans are required to he on-site for inspection purposes . If inspection
e
Is called for and plans ar not on site Approval WILL NOT be ranted . to addition , a
Re- inspection fee In the amount of $32 .06 per hour (minimum I gour ) will be charged and
must be collected -.Lv this department prior to any further- inspections being performed or
approval gra
X
7 ) PURSUANT TO rVTl' (JNIFORM BUILDING CODE SECTION 305(C) AND SECTION 513 ALL SITEG MUST
HAVE APPROVED NUMPERS OR ADDRESSES PR6VIDFD IN SUCH A POSITION AS TO bt PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by. Ribbons
date by Gas Piping date by
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
FRAMING by date by date by
Walls FIRE DEPT.
date PLUMBING by date by date by
Attic OTHER
Groundwork
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
DEPARTMFNI iif'00 ! kL , IHA ( iiil ,:. bi- -o1,APLF1tw i'RIOR TO FOR ANY -,- i (E INSPECil ,'F.'4� . A
REINSPECTION FEE BASED ON RATES IN TABLE 3A OF THE 1994 UNIFORM BUILDING CODE WILL BE
A':;Sr-SSED I.F-OWNEA/EONTriACTOR FAILS TO POST ADD11ESS ON SI-171:- PRIOn TO RF0;1E'.'-T I NG
INGPEWWHS
X
9 ) The correction list , along with the Energy Compliance Workt:heet (when applicable) Is
part of the plans and must remain attached thereto . It Is the responsibility of the
a make to ake correct ionsIndicated on the lns from the e oorrotion lis .5 , Once
tFle plans are marked APPROVED, they may not be Aaanged or altered without authorization
from the Building Official . The permit holder Is reponsit-le to retain the complete
t approved ge of plans on site for the duration of the project . Failure to comply will
result In failure of required building inspeotions . Evo fey
permit ::ha expire v
limitation and become null and void f the buildin or work authorized by such permits
is not commenced within 180 days from the date o suarove, or It, the building or work
authorized by such permits is suspended or 11 h no at any time after the work Is
commenced for a raver I od of 180 days . X
9 ) Owner/bull assumes all responsibility if dr: f Zield area is
e umb n(c., r
X--
li2l) ALI. CONS 1, J' 0 MUST MEET OR EXCEED ALL LOCAL CODES AND UBC RFOUIREMENTS .
X
11 ) Structure mur; se etbuok 5 ' from all utility and drainage easements , a total of 10 '
from each pr t, line, or a variance must be obta ned from the Building Department .
X
12 ) Proposed vtrur.,ture or ortions t re f with an projection over 30" In heighi from grade
line moist maintain a V separ Istance between adjacent structures and that
furthest projection . X
13 ) Changes to approved building plans that effent compliance to tt�� 1991 Washington State
Energy Code, 1991 Ventilation and Indoor . Alr, Qual leguld must
Code, the Uniform Building Code, and/or Mai3on County
be approved by Mason County prior to constructionX
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 FRAMING by date by date by
Walls FIRE DEPT.
date PLUMBING by date by date by
Attic OTHER
Groundwork
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
Mason County Bldg, III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
f 4 ) CONSTRUCT 1 VN PHUk;LSS 1 o tat. V 1 LLD t;UkIiECTEVa ; P Lh MA,`,Utd (,00N rY UU t LD 1 Nr
DEPARTMENT AND UNIFORM BUILDING CODF .x //
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 FRAMING by date by date by
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 by date by
Building Permit # MASON COUNTY
BUILDING III 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location 11 ki ( ( J .
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found:
. ) Items listed below mush_ be corrected to gain code/complliance rl J
1 �� C L( 1�C-� l l.� t t� to e 5 � f a( / .6; r- U' .bt k5'
5� 11v
l�I3 e c,Cs?/� n / 7�. czy
/ P-C-001JC- �C ��n C> Le- 4
You are hereby notified that the above corrections shall be made BEFORE
PROCEEDING WITH ANY FURTHER WORK
'53'Call for re-inspection when corrections are made before continuing
❑ Make corrections, items will be checked on next inspection
❑ OK to
Department /3L"'25
Date �� `/ % � Inspector L,;kr r G.J
■ �� NnT MUV THII TALOW,
Building Permit # MASON COUNTY
BUILDING III 426-W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found:
Items listed below must be corrected to gain code compliance
'Q3 ! . c��' :1 1.✓ ate►c�/".1 f�Q/>. 7 C C`� �l6 av GV'C G, �i r cr✓. f l l�CG' ^� .L
cy e.L 4e 4 c>� `� f �L�l,/� e✓ a sv
te
You are hereby notified that the above corrections shall be made BEFORE
PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-inspection when corrections are made before continuing
❑ Make corrections, items will be checked on next inspection
�OK to
Department
Date 11- 2 _4) Inspector t
■ iok s NnT MUV THI , TmLolw
Building Permit # f(, (Z�. MASON COUNTY
BUILDING III 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670 '
CORRECTION NOTICE
Job Location 6 Sr'j ti
4r- y-
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found:
Items listed below must be corrected to gain code compliance
1. cram. 0�--+Law�S"� G ' /✓ O`c�� C� �.i7A
2 _ �ln:..✓ C3�+Z. P�7! c>i st.d ��1� ` (Op �-- �,1.�/1(J�pPf��G, �C - � UG'-C.. �S/ f�fi�'�...
You are hereby notified that the above corrections shall be made BEFORE
PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-inspection when corrections are made before continuing
❑ Make corrections, items will be checked on next inspection
Department ►�( d
Date 27 -7 -9-7 Inspector t Qzat r
0 100 0 NnT Mo *V TH14411INk T Lol
,
JUL 01 '97 12:27 UNITED INSULATION P.2/2
I N5UL.AT I ON GE RT IF"I GAVE
I NSUL.AT I1:lh! IS l'h1'•i FM-.'r D 01 rift ri l i�11t�('!3','ir: IY> :;fsi�t 5�5.1} Iff::t:.1.14+1 }-OL.LOWS
fm okIEF+'.CkB "11'A-s O yj F M I NST'AL I-EU
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L_x I�.KAUX 1,11"t1.{- w�� a'�. . R ^, - _ Ft 'tr► S*{ft)•1 1:►:L.1 f 4►p11.114:I�,ly ),1AT'T Ch1 T�11. I F t}
EXTERIOR wHc„I„ � :r:�t._ ....._ _...,.. o-, i.�� ,'1t51 1 11.I..r" 111�1r rat:I iY A(VT I-t3 ChiSTALL_r-D
x:> .�s OF St"Ir•!°;C1Iy 'I}*��t;:�: �, a� 1�1�t{�v�i.l 1 I4i:iYI t 1� ftt,1s.l� F:6�•T75 YN�!�ttLF
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JOB NAPW_ N.F. J ?G c:;AHD HA I- FZD-
ADDRESS N.F. 1 -1.76 97ANT) 1••1 CL1.. RD,,
D1wLFAIR 8soo
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From:Msamme tonsnttinq To:6ifto Eaterpdses Date:417197 Time:15:06:49 Page 1 of 3
Fax Cover Page
KVAMME CONSULTING
5624 South Warner
Tacoma, WA 98409
(206) 474-3361 Fax (206) 476-0034
ATTN-. Bruce Fielding
Company '. Bifco Enterprises
RE: Foster Residence Beam
# OF PAGES (Including this sheet): 3
COMMENTS : Per your request.
PLEASE CALL IF YOU DID NOT RECEIVE ALL PAGES AS NOTED.
. t
From:Kramme Consulting To:gift*Enterprises Date:417197 Time:15:01:12 page 2 of 3
KVAMME CONSULTING PHONE LOG CONFERENCE ❑ OISTR8UTION:
ENGINEERING DESIGN
(MEMO ❑ INFO ❑
PROJECT PROJECT NO. _ 5<-2c I A 8
HATE S TW ` 32 INCOMING CALL'
PERSON OUTGOING CALL ❑
COMPANY PHONE NQ FILE
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SigricAure
5624 South Warner . Tacoma,WA 98409 * Telephone: (206)474-3361
From:Ksamme(ansdtiol To:Me,Enterprises pate:4/7/!7 Time:13:01:46 Page 3 of 3
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Page P(p. 1 CASE HISTORY FOR CASE NO.: BLD96-1268
SUSAN FOSTER
NE1176 SAND HILL RD BELFAIR
07/08/97
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- ---
BLDA010 Application received / / / / 10/15/96 04/02/97 SMG
BLDA015 Waiver in File / / / / 11/21/96 DONE TMJ 11/21/96 TJ
BLDA100 Approved For Issuance / / / / 12/02/96 DONE KS 12/10/96 KS
BLDA500 (F) Issue building permit / / / / 12/10/96 DONE KS 12/10/96 KS
BLDB007 Plans Revisions Submitted 12/02/96 / / 12/02/96 with engineering DC 12/02/96 DLC
BLDB110 Structural Plan Review 10/23/96 / / 12/10/96 returned to structural 11/20/96. psd DONE LW 12/10/96 LAW
BLDB120 WSEC Compliance Review 12/10/96 / / 12/10/96 OTHER FUELS, OPTION 7, 26% GLAZING DONE DC 12/10/96 DLC
BLDB130 Planning Review 10/18/96 / / 10/23/96 DONE AHB 10/23/96 AHB
BLDB134 RLC Review / / / / 10/23/96 N/A AHB 10/23/96 AHB
BLDB135 Addressing 10/17/96 / / 10/18/96 DONE GM 10/18/96 GMM
BLDB138 Planning Pre-Review 10/18/96 / / 10/18/96 DONE MMS 10/18/96 MMS
BLDB200 Environmental Health Review 10/15/96 / / 10/17/96 This is a non-shoreline replacement. HOLD PSD 11/04/96 PSD
There are complete septic records dating
to 1987. The plot plans match. They need
to pump the tank. psd
11/4/96 The pumpers report was submitted
and is in the TIN BIN.psd
BLDB200 Environmental Health Review 11/19/96 / / 11/20/96 See above.psd DONE PSD 11/20/96 PSD
BLDB210 Water Adequacy 10/15/96 / / 10/17/96 Thsi is a replacement as verifed by the DONE PSD 10/17/96 PSD
plot plan that was done for the short
plat. psd
BLDC111 Footing/Foundation Wall Inspct 12/17/96 12/18/96 12/18/96 DONE LW 12/19/96 LAW
BLDC140 Fr/P1/Mc/Pen Inspection 04/01/97 04/02/97 04/02/97 CORRECTIONS: FAIL LW 04/03/97 LAW
1. STRAP WHERE DOUBLE TOP PLATES DO NOT
LAP AT CORNERS AND 4 FT. IN CENTER RUNS.
2. 4 INCH ROUND DUCT IS THE MINIMUM FAN
DUCT SIZE.
3. PROVIDE NEW ENGINEERING ON THE FLOOR
AREA THAT WAS ADDED ON THE LOFTAREA, PAY
AT OFFICE THE FEE'S FOR ADDED AREA.
4. PUT A TEST ON THE SUPPLY PLUMBING,
50lbs. MINIMUM.
5. FLEX DUCT RIGHT INSIDE CRAWL IS
1 s CRIPPED OFF, FIX.
v
/ 6. PROVIDE TRUSS SPECS.
!J 7. SEAL JOINTS ON DUCT, SCREW FAN DUCT
JIINTS.
Lf
/ rb� 97
� 5
J
Page No. 2 CASE HISTORY FOR CASE NO.: BLD96-1268
SUSAN FOSTER
NE1176 SAND HILL RD BELFAIR
07/08/97
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- ---
BLDC140 Fr/P1/Mc/Pen Inspection 04/08/97 04/09/97 04/09/97 CORRECTIONS: FAIL LW 04/10/97 LAW
1. PROVIDE INSULATION BAFFLES AT ALL
BIRD BLOCKS SOME ARE ONLY BAT
INSULATION.
2. IN THE SKYLIGHT WELL THE INSULATION
MUST BE FACE STAPLED TO THE OUTER EDGES
OF THE 2X41S, NO VOIDS BETWEEN
INSULATION AND FUTURE SHEETROCK.
3. THE GUAGE ON THE WATER LINE IS ONLY
20 lbs., 50lbs. IS THE MINIMUM PRESSURE
FOR A PROPER TEST.
4. PROVIDE THE TRUSS SPEC'S AND THE NEW
ENGINEERING AT THE NEXT INSPECTION, DO
NOT SHEETROCK.
BLDC140 Fr/Pl/Mc/Pen Inspection 04/10/97 04/11/97 04/11/97 DONE LW 04/11/97 LAW
BLDC145 Insulation inspection 04/10/97 04/11/97 04/11/97 WALLS ONLY. PART LW 04/11/97 LAW
BLDC150 Wallboard inspection 04/17/97 04/18/97 04/18/97 NONE OF THE INTERIOR SHEAR NAILING WAS FAIL LW 04/21/97 LAW
DONE.
BLDC150 Wallboard inspection 04/21/97 04/22/97 04/22/97 NONE OF THE INTERIOR SHEAR NAILING HAD FAIL LW 04/22/97 LAW
BEEN DONE, NO CHANGE FROM THE LAST
INSPECTION.
BLDC150 Wallboard inspection 04/22/97 04/23/97 04/23/97 DONE LW 04/23/97 LAW
i
1
'MASON COUNTY BUILDING DEPARTMENT
1991 WASHINGTON STATE ENERGY CODE
AND
VENTILATION AND INDOOR AIR QUALITY CODE
RESIDENTIAL REQUIREMENTS (NEW CONSTRUCTION, ADDITIONS, &REMODELS)
THE PROCESSING OF YOUR APPLICATION CAN BE EXPEDITED IF YOU PROVIDE
COMPLETE AND DETAILED INFORMATION.
YOU ARE ENCOURAGED TO COMPLY TO THE 1991 WSEC BY UTILIZING THE
APPROPRIATE PRESCRIPTIVE PATH FOR YOUR PROJECT. THIS WILL ALSO
HELP EXPEDITE MATTERS.
THE FOLLOWING INFORMATION MUST BE PROVIDED:
1) A complete window schedule must be submitted with your WSEC compliance
information, even if a window schedule is included on your building plans. Note that
sliding glass doors (patio), french doors, and any door with 50% or more glass in it is
considered a window with the area (sq.ft.) being the entire units rough opening
dimensions. Any windows in doors (less than 50% of area) must be taken out of the
door area and put into the window area on the schedule.
Include the rough openings of each window, the model (casement, horizontal slider,
single hung, awning, picture, etc...), and the units tested U-value.
2) If you are complying to the WSEC by prescriptive path and are using the area weighted
averaging method you must include your calculations (worksheet).
3) Indicate type of hot water heater, location of exhaust fans (bathrooms, laundry,
kitchen), the location of your whole house fan, and all insulation levels (walls, floors,
ceilings, and slab) on your building plans.
4) Indicate how you will comply with the requirement for introducing fresh air to each
habitable room on your building plans (window frame vents, through the wall ports, or
an integrated system with your furnace).
If you have questions about compliance the 1991 Washington State Energy code or 1991
Ventilation and Indoor Air Quality Codes, call Toni Hermansen or Debbera Coker at 427-9670
or 1-800-562-5628, ext 284.
Prescriptive Requirements'For Residential Occupancies
Heating by Electric Resistance Zone 1 `
Option Glazing% Glazing Doors Ceiling' Vaulted Wall Above Wall/into Wall/ext' Floors SIab6 on
Floor Area U-Value U-Value Ceiling' Grade Below Below Grade Grade
Grade
I. 10% 0.46 0.40 R-38 R-30 R-21 R-21 R-10 R-30 R-10
if. 121% 0.43 0.20 R-38 R-30 R-19 R-19 R-10 R-30 R-10
Ill. 12% 0.40 0.40 R-38 R-30 R-21 R-21 R-10 R30 R-10
IV.' 15% 0.40 0.20 R-38 R-30 R-19 R-19 R-10 R-30 R-10
V. 18% 0.39 0.20 R38 R-30 R-21 R-21 R-10 R-30 R-10
VI. 21% 0.36 0.20 R.38 R-30 R-21 R-21 R-10 R-30 R-10
VI1.7 25% 0.32 - 0.20 R-38 R-30 R-19+R-56 R-21 R-10 R-30 R-10
Vill.7 30% 0.29 0.20 R38 R-30 R-19+R-58 R-21 R-10 R30 R-10
'Rderence Case
1 Minin umt requirements for each option listed.For example.i a proposed design has a glazing ratio to the conditioned iWor area of 19%,t shag comply with all of the requiensenb of the
21%glazing won(«high-3.Proposed designs which cannot-et the specific requirements of a bled option above,may calculate conplian mil by Chapters 4 or 5 of this Code
2 Requiremet apples to PA ceilings woep(sigfe rafter or joist vaulted ceilirgs.'?d•!denotes Advanced Framed Ceiling.
3 Requirern art spplicabb only to single rafter or joist vauh&d ceilings.
4 Below grade watb shall be insulated eider on the•sxtadoc to a rrin rrn level of R-10.or cn the interior to the same level es wain stow grade.Exterior ins lion:nulled on below grade
wale shall be a wafer resistant rnaferiaL nsanulactured br its iterxW use.and installed accordirg to the rtnmAactu nr's specifications.See section 602Z
5 Floors over crawl sp irn or exposed to arrb;ent air oordtions-
6 Required slab perinew i sulaf'ion shaft be a wafw rese taol material,manufactured for its intended use,and installed according lo marwlacluers speeificatiorn.See section 602.4,
7 The fotbwing opkns shall be applicable to Widrgs less than three stories:OM maxinun for glazing area of 25%or loss;032 max(nurn for glazing areas of 30%or less.
8 This wag i n rlabo n requi nent denotes R-19 wag cavity mutation plus R-5 foam sheathing.
Excerpted from WSEC Table 15 1
Prescriptive Requirements'For Residential Occupancies
Heating by Other Fuels Zone 1
Option HVACQ Glazing Glazing Doors Ceiling Vaulted Wall Walllint° Wall/ex14 Floors Slab'
Equp.% Floor Area U-Value U-Value Ceiling3 Above Below Below on
EKc_ Grade Grade Grade Grade
(- Med. 10,/ 0.70 0.40 R30 R-30 R-15 R-15 R-10 R-19 R-10
II. Med. 12e/ 0.65 0.40 R-30 R-30 R-15 R-15 R-10 R-19 R-10
III. High 21% 0.75 0.40 R30 R-30 R-19 R-19 R-10 R-19 R-10
IV.' Med. 21% 0.65 0.40 R30 R30 R-19 R-19 R-10 R-19 R-10
V. Low 21% 0.60 0.40 R-30 R30 R-19 R-19 R-10 R-19 R-10
VI.7 Med. 25% 0.45 0.40 R38 R-30 R-19 R-19 R-10 R-25 R-10
VIC Med. 30% 0.40 0.40 R30 R-30 R-19 R-19 R-10 R-25 R-10
'Reference Case
1 Minimum requin r eots for each option fated.For example,i a proposed design has a gtazirg ratio to the conditioned floor area of 19%,if shag comply with all d the requirements of the
21%glazing option(or h ighw).Proposed designs which cannot meet the sp6(i&requiements d a fisted option above,may calculate oorrplrarsoe by f3upters!or of Hnis Coda
2 Requirement applies to an ce5rrgs except single rafter or joist vaulted ceifings.'Adr'denotes Advanced Framed Ceiing
3 Requ"rern-t applicable oniy to single railer«joist vauled ceilings.
4 Below grade walls shag be irtsulafed either on the exterior to a rnin;r um 1vee1 of R-10,or on the interior to the same lewd as wall$above grade.Exterior insulation installed on below
grade wall shall be a water reaistart material,manufadund for is intended use,and installed according to the marxtadurer's sp6iiea6om.See section 6022
5 Floors over crawl spaces or exposed to ambient air oondtioms.
6 Required slab partner insulation shall be a water resistant material, ranufamwed for its ntorfed use.and nsUled ar.•por Ping b ttanuladuer's spedficwicm.See section 6024.
7 The ldbwing options shall be applicable to buildings less than three stories:0.50 msxin tort glazing areas of 25%or toss;0.45 maximum for glazing areas of 30%of less.
8 This wall insulation requirement denotes R-19 wag cavity insutation plus R-5 foam sheathing.
9 Minimum HVAC Equptne t efficiency requirement.Lows denotes an AFUE of 0.74.Wed.*d-otes an AFUE d 0.7&14igh'dendes an AFUE d 0.88.
Excerpted from WSEC Table"
Log Homes Prescriptive Requirements'
Heating By Electric Resistance
Option Average Log Glazing/ Glazing Doors Ceiling Vaulted' Floors Slab6on
Thickness Floor Area U-Value U-Value Ceiling Grade
Climate Zone 1
1 7 5.5- 15% 0.31 0,14 R30Adv R-38 R-38 R-10
If.7 7.5' 15% 0.40 0.20 R-60Adv R-38 R-30 R-10
III.' 9.6' 15% 0.40 0.20 R-38 R-30 R-30 R-10
_Reference Case
1 We Group R Occuporxy use Table 65 la only the portion d Ibor area usin eachg tmg/solld lirrbsr vans.Use Tables rrl b tier'for dolher
by ch chapters
4 or 5 tion toted-Cod.. corn t»M'oen op(i«ss is nog perrMcd.Propound dssyns which gnnot rroel the s Portions d the floor area M inirsum requiements
by ap(ers 4 ti 5 d this Code, pectic requirements of a listed option abov.s,may calculate como4anax
2 Required rrinnum average log lhiduness.
3'Adv'denulers Advanced Framnirg,Requierrery applies:o eg ceilings extr.jot u._6 r:dtw jx',t varA:od 6rgs.
4 Requirement applicable only to single rafter joist vaunted ceilings.
5 Floors over crawl spaces or exposed b artbiert air oondr,:ons.
6 Required slab perinolnr insutalon shall hrn walrx-r•sssam n teriil,nsnu}.v-!,..t hx rs::•.•nf.rf were ant i..:•.,::..f+.+-,,...;,,,.
GARY YAIMO,DIPECTOR
STA
P 'c
o AMO DEPARTMENT OF COMMUNITY DEVELOPMENT
v
o T Z PLANNING -SOLID WASTE-UTILITIES
N Y Y BLDG.I • 411 N. 51 ST. a P.O. BOX 578
of rasa �o SHELTON,WA 98584 • (360) 427-9670
DISCLAIMER/WAIVER OF COUNTY LIABILITY:PERMITS ON EXISTING LEGAL LOTS OF RECORD,
LAND DIVISION APPROVALS,SHORELINE PERMITS,VARIANCES,AND SPECIAL USE PERMITS:
The undersigned property owner is aware of the uncertainty regarding Mason County's development regulations'created
by the Growth Management Hearings Board's Order of October 2, 1996, and in consideration of Mason County's
willingness to proceed with processing of applications which might be affected by that Order,the undersigned property
owner hereby agrees to waive any lawsuit,action, or claim for damages against Mason County which may-arise out of
Mason County's actions in acceptance,processing and/or issuance of such permits or approvals (hereinafter"permitting
actions'),which damages are attributable to the County's decision to take rmittirq .fictions daspitee t a risk that changes
to the County's development regulations might later make the County's permitting actions invalid.
Date (Parcel No. or Legal Description)
Property owner's signature(Notarized)
(or the County may accept the signature of the owner's authorized agent upon proper proof of authorization)
R
E
ACKNOWLEDGEMENT CERTIFICATE (INDIVIDUAL) C V D
Nov
STATE OF MASON - 15 1996
COUNTY OF PLANNING DEPT
On this day of _, in the year ,before me Notary Public,
personally appeared personally known to me to be the person whose:lame is
subscribed to this instrument, and acknowledged that he/she executed it.
WITNESS my hand and official seal.
-For County use only-
Reviewed by applicant on
(Date)
Notary's signature Staff Initial:
My Commission Expires:
f4c
Fi_cycled
governor within sixty days of filing the request with the date the local governmentoa upicnlishe cto tia beenthe shoreline 1
board, or a person qualified pursuant to RCW 34.05530. master programapproved or
" roved b the department of ecology.
(3) For purposes of this section "person means any disapproved Y
individual,partnership,corporation, association,governmen- (3)Unless the board dismisses the petition as frivolous
tal subdivision or unit thereof, or public or private organza- or finds that the person filing the petition lacks standing, the
tion or entity of any character. board shall, within ten days of receipt of the petition, set a
(4)When considering a possible adjustment to a growth time for hearing the matter.
management planning population projection prepared by the (4) The board shall base its decision on the record
office of financial management, a board shall consider the developed by the city,county,or the state and supplemented
implications.of any such adjustment to the population with additional evidence if the board determines that such
forecast for the entire state. additional evidence would be necessary or of substantial
The rationale for any adjustment that is adopted by a assistance to the board in reaching its decision.
board must be documented and filed with the office of (5) The board, shall consolidate, when appropriate, all
financial management within ten working days after adop- petitions involving the review of the same comprehensive
tion. plan or the same development regulation or regulations.
If adjusted by a board, a county growth management [1995 c 347 § 109. Prior. 1994 c 257 § 2; 1994 a 249 §
planning population projection shall only be used for the 26; 1991 sp s. c 32 § 10.1
planning purposes set forth in•this chapter and shall be Ftnding-�_Sevembtitt7—Part headings and table of contents not
known as a "board adjusted population projection". None of taw-199S c 347: See Rotes following RCW 36.70A.470.
these changes shall affect the official state and county Severabuity-1994 c 257: Sec note following RCW 36.70A270.
population forecasts prepared by the office of financial Senmbllity—Application-1994 c 249: See notes following RCW
managemert, which shall continue to be used for state 34.05310.
budget and planning purposes. [1995 c 347 g 108; 1�r94 c RCW 36.70A.300 Final orders. (1)The board shall
249 § 31; 1991 sp.s. c 32 § 9.1
Finding—SevembWty-Part headings and table of contents not issue a final order within one hundred eighty days of receipt
taw-199S c 347: See notes following RCW 36.70A.470. of the petition for review, or, when multiple petitions are
_ Sevembility—Application-1994 c 249: See.notes following RCW filed, within one hundred eighty days of receipt of the last
34.05310. petition that is consolidated. Such a final order shall be
based exclusively on whether or not a state agency,county,
RCW 36.70A.290 Petitions to growth management or city is in compliance with the requirements of this
hearings boards—Evidence. (1) All requests for review to chapter, chapter 90.58 RCW as it relates to adoption or
a growth management hearings board shall be initiated by amendment of shoreline master programs,or chapter 43.21C
filing a petition that includes a detailed statement of issues RCW as it relates to plans, development regulations, and
presented for resolution by the board. amendments thereto, adopted under RCW 36.70A.040 or
(2) All petitions relating to whether or not an adopted chapter 90.58 RCW. In the final order, the board shall
comprehensive plan, development regulation, or permanent either. (a) Find that the state agency, county, or city is in
amendment thereto, is in compliance with the goals and compliance with the requirements of this chapter or chapter
requirements of this chapter or chapter 90.58 or 43.21C 90.58 RCW as it relates to the adoption or amendment of
RCW must be filed within sixty days after publication by the shoreline master programs; or(b) find that the state agency,
legislative bodies of the county or city. county,or city is not in compliance with the requirements of
(a)Except as provided in(c)of this subsection, the date this chapter or chapter 90.58 RCW as it relates to the
of publication for a city shall be the date the city publishes adoption or amendment of shoreline master programs, in
the ordinance, or summary of the ordinance, adopting the which case the board shall remand the matter to the affected
comprehensive plan or development regulations,or amend- state agency, county, or city and specify a reasonable time
ment :hereto, as is required to be published. not,in excess of one hundred eighty days within which the
0) Promptly after adoption, a county shall publish a state agency, county, or city shall comply with the renuire-
natiM that it has edooted the comprehensive plan or devel- meats of this chapter. � ar n�� f
opment regulations, or amendment thereto. (�; ii.finaiug of.-..,..c_..:.g:a:. �: of ��e�
Except as provided in(c)of this subsection,for purpos- shall not affect the validity of comprehensive plans and
es of this section the date of publication for a county shall- development regulations during the period of remand,unless
be the date the county publishes the notice that it has the board's final order also:
adopted the comprehensive plan or development regulations, (a) Includes a determination, supported by findings of
or amendment thereto. fad and conclusions of law, that the continued validity of the
(c) For local governments planning under RCW plan or regulation would substantially interfere with the
36.70A.040, promptly after approval or disapproval of a fulfillment of the goals of this chapter, and
local government's shoreline master program or amendment (b) Specifies the particular part or parts of the plan or
thereto by the department of ecology as provided in RCW regulation that are determined to be invalid, and the reasons
9058.090, the local government shall publish a notice that for their invalidity.
the shoreline master program or amendment thereto has been (3) A determination of invalidity shall:
approved or disapproved by the department of ecology. For (a) Be prospective in effect and shall not extinguish
purposes of this section, the date of publication for the rights that vested under state or local law before the date of
adoption or amendment of a shoreline master program is the the board's order; and
(page 13]
(1995)
/ a..(b) Subject any development application that would RCW 36.70A.300(1)(b) has expired, or at an earlier time 1
otherwise vest after the date of the board's order to the local upon the motion of a county or city subject to a determina-
ordinance or resolution that both is enacted in response to tion of invalidity under RCW 36.70A300, the board shall set
the order of remand and determined by the board pursuant a hearing for the purpose of determining whether the state
to RCW 36.70A330 to comply with the requirements of this agency, county, or city is in compliance with the require-
chapter ments of this chapter.
(4) If the ordinance that adopts a plan or development (2) The board shall conduct a hearing and issue a
regulation under this chapter includes a savings clause finding of compliance or noncompliance with the require-
intended to revive prior policies or regulations in the event ments of this chapter. A person with standing to challenge
the new plan or regulations are determined to be invalid, the the legislation enacted in response to the board's final order
board shall determine under subsection (2) of this section may participate in the hearing along with the petitioner and
whether the prior policies or regulations are valid during the the state agency, city, or county. A hearing under this
period of remand. subsection shall be given the highest priority of business to
(5) Any party aggrieved by a final decision of the be conducted by the board, and a finding shall be issued
hearings board may appeal the decision to superior court as within forty-five days of the filing of the motion under
provided in RCW 34.05.514 or 36.01.050 within thirty days subsection (1) of this section with the board.
of the final order of the board. [1995 c 347 § 110; 1991 (3) If the board finds that the state agency, county, or
sp.s. c 32 § 11.1 city is not in compliance;the board shall transmit its finding
Finding—Severability—Part headings and table of contents not to the governor. The board may recommend to the governor
taw-1995 c 347: See notes following RCW 36.70A.470. that the sanctions authorized by this chapter be imposed.
(4) The board shall also reconsider its final order and
RIM7 36 firs s,3l it r!mitatlons on ar peal by the de c:''de:state. A request for review by the state to a growth than- (a) if a deteru4.aation r,.- has been made-,
agement hearings board may be[Wade only by the governor, whether such a determination should be rescinded or
or with the governor's consent the head of an agency,or by modified under the standards in RCW 36.70A.300(2); or
the commissioner of public lands as relating to state trust (b) If no determination of invalidity has been made,
lands, for the review of whether. (1) A county or city that whether one now should be made under the.standards in
is required or chooses to plan under RCW 36.70A.040 has RCW 36.70A.300(2).
failed to adopt a comprehensive plan or development The board shall schedule additional hearings as appro-
regulations,or county-wide planning policies within the time priate pursuant to subsections (1) and (2) of this section.
limits established by this chapter,or(2)a county or city that [1995 c 347 § 112; 1991 sp s. c 32 § 14.]
is required or chooses to plan under this chapter has adopted Finding—SeverabGtty—Part
headings and table of contents not
a comprehensive plan, development regulations, or county- taw-1995 c 347: See notes following RCW 36.70A.470.
wide planning policies, that are not in compliance with the
requirements of this chapter. [1994 c 249 § 32; 1991 sp.s. RCW 36.70A.340 Noncompliance and sanctions.
e 32'§ 12.1 Upon receipt from the board of a finding that a state agency,
Severability Application-1994 c 249: See notes following RCW county,or city is in noncompliance under RCW 36.70A330,
34.05310. or as a result of failure to meet the requirements of RCW
36.70A.210, the governor may either.
RCW 36.70A320 Presumption of validity—Barden (1)Notify and direct the director.-of the office of finan-
of proof—Plans and regulations. (1) Except as provided cial management to revise allotments in appropriation levels;
in subsection (2) of this section, comprehensive plans and (2)Notify and direct the state treasurer to withhold the
development regulations, and amendments thereto, adopted portion of revenues to which the county or city is entitled
under this chapter are presumed valid upon adoption. In any under one or more of the following: The motor vehicle fuel
petition under this chapter, the board,after full consideration tax;as provided in chapter 82.36 RCW; the transportation
of the petition, shall determine whether there is compliance improvement account, as provided in RCW 47.26.084; the
:.zt :i •-^., N•^c:+s o�'d'�-� c'z^tom. TW m. d:i .�its deiermi- urban arterial trust account, as provided in RCW 47.26.080;
nation, the'board shall'consider�the criteria adopted by the the rural arterial trust account, a pro r.aed is RC��
department under RCW 36.70A.190(4). The board shall find 36.79.150; the sales and use tax, as provided in chapter
compliance unless it finds by a preponderance of the' 82.14 RCW; the liquor profit tax, as provided in RCW
evidence that the state agency, county, or city erroneously 66.08.190; and the liquor excise tax, as provided in RCW
interpreted or applied this chapter. 92.08.170; or
(2)The shoreline element of a comprehensive plan and (3)File a notice of noncompliance with the secretary of
the applicable development regulations adopted by a county state and the county or city,which shall temporarily rescind
or city shall take effect as provided in chapter 9058 RCW. the county or city's authority to collect the real estate excise
[1995 c 347 § 111; 1991 sp.s. c 32 § 13.] tax under RCW 82.46.030 until the governor files a notice
Flnding—SevcrabUlty—Part headings and table of contents not rescinding the notice of noncompliance. [1991 sp.s. c 32 §
taw-1995 c 347: See notes following RCW 36.70A.470. 26.1
RCW 36.70A330 Noncompliance. (1) After the time RCW 36.70A.345 Sanctions. The governor may
set for complying with the requirements of this chapter under impose a sanction or sanctions specified under RCW
(1995)
[page 141
i
2 CONCLUSIONS OF LAW
3 1. Sections 17.01.060, A. 1. and 2. and .070 E. 1. of the IRO substantially interfere
4 with the fulfillment of RCW 36.70A.020(8), (9) and (10). These sections of
5 Ordinances #77-93 and #81-96 are hereby declared invalid under the provisions of
6 RCW 36.70A.300(2).
17.01.060 LONG-TERM COMMERCIAL FOREST LANDS
The purpose,of this Section is to maintain and enhance natural resource based Industries, to encourage the
conservation of commercial forest lands, to have no net loss of forest lands, and to discourage
Incompatible land use.
A. CLASSIFICATION
The following criteria, as they existed on January 31, 1992,'shall be used in classifying Long-Term
Commercial Forest Lands:
1.. Property tax classification: Property is emi-pfted;is of jaiva.1 3 i, 19S2 In Vtio Open Soave
- Timber or Designated Forest or Classified Forest property tax classification program
pursuant to Chapter 84.33 or 84.34 RCW, or is owtlgd by a state or local govemmental
body with long-term forest management as its primatr use;and
2. Minimum block size is 8000 acres (2016 hectares) which shall consists of a minimum
parcel size of So acres within said block, and which can be in multiple ownerships;and
17.01.070 WETLANDS
E. DEVELOPMENT STANDARDS
1. Management Areas
Management Areas shall have a setback and vegetation area requirement, both of which are
measured from the delineated wetland edge, perpendicular and landward:
Venetation Area Building Setback*. Management Area"
50 ft (15.25 m) 65 ft (19.83 m) 100 ft (30.50 m)
Example:
Management Area
gs ma.
S I .k
f Vegetation Area eet W. t t' t
Puildinn Setback (F5 feet___..
Management Arc. i 100 feet;__ i
Edge
`Setback includes Vegetation Area.
"Management Area includes Setback and Vegetation Area.
Western Washington
Growth Managenwnt Hearings Board
McCleary Mansion
111 West 21st Avenue,Suite M1
Olympia,Washington 98504.0953
Phone:360-664-8966
Order for Case#95-2-0073 13-
PM
El�FIC..
OF
71
1
!!EI lIII 1 IIIEEI f !I !I ! rr1 Ic{
1 ✓ —
�� v
S14 t .
r
01
c
APPLICANT NAME:—�1-6Q� / (�'�,17���Z DATE:
BUILDING PERMIT CHECKLIST
0 SITE ADDRESS
If site address is not listed, customer needs to be given a site address form.
Q FIRE DISTRICTS
Please make sure the fire district is included in the application information. Refer to map located at counter.
DIRECTIONS TO JOB SITE
Needs to be as complete as possible (i.e. major roads, is house on left or right side of road, etc.). Be sere to read for
clarity (Landmarks, signage, owners name on mailbox, etc.?).
(y� LIENMTLE HOLDER
Who holds the mortgage (Bank or name of private owner holding contract)?
Q CONTRACTOR REGISTRATION # AND EXPIRATION DATE
This information needs to be provided. The Building Department may be able to research expiration information if
customer does not know it. We must have a signature in 1 of the 2 boxes, either the applicant or the contractor.
❑ SEPTIC RECORDS
A B
WATER COMMUNITY PRIVATE
SEPTIC 1( XISTINGE DESIGN APP.
DEV \REMODEL NEW
STATUS
IS THIS A REPLACEMENT UNIT? YES NO
IF SO: MASON COUNTY BUILDING PERM T APPLICATION SECTION #5, BUILDING SQUARE FOOTAGE, MUST BE
FILLED OUT COMPLETELY.
AND: SECTION #6 MUST CLEARLY STATE, "REPLACEMENT UNIT"
Q PARCEL #
Parcel # must be included or researched through Gateway.
BUILDING SQUARE FOOTAGE
Verify that boxes are filled in. If there is a garage, verify whether it is attached or detached. Include square footage
information,for mobile homes (you can multiply length X width to determine number),USE OF BUILDING ® RM, ROWNO
Is it a residence, garage, greenhouse, etc. . .?
❑ DESCRIBE WORK 0 C T 1 4
(i.e. mobile home addition, addition to a house, etc. . .)
[ TYPE OF JOB 4F.ALTH SERVICED
Verify appropriate boxes are marked.
❑ MOBILE HOME I OR A ION
Verify appropriate b s are marked. If factory order, please put factory order #in mobile home serial #. If unit was
assembled prior to June 15, 1976, refer to procedures handout for "Obtaining Installation Permits for Mobiles
Assembled Prior t June 15, 1976."
1
❑ SHORE S
If any wftnx is on or adiacent to property within 200 feet, #9 must be complete. Once permit is entered into
Tidema , it will be routed to the Planning Department. If property is not on water, then put "none" or "n/a".
Wu SITE PLAN DRAWING
Must have setbacks from all property lines, easement lines and structures. Drainfields septic tank location,
outbuildings, etc. . .
1j, TOPOGRAPHY DRAWING
If property is flat write "flat on the topography section. If house or structure is near a slope or hill, drawing must
reflect this.
❑ PLUMBING/MECHANICAL
This form must be completed for any structure with plumbing and mechanical excluding mobiles/modulars.
C] OWNER OR CONTRACTOR AFFIDAVIT
Owner or contractor must sign affidavit statement and date it.
tC] ACCEPTED BY
Whoever is accepting permit information must sign your initials and date form on the bottom of page 3 or use date
stamp and initial on back of permit.
0 PRINTS
Need two sets of prints unless it is a stock plan. For stock plans, we only require one copy.
[(� WATER ADEQUACY � ��
For new residences and mobiles.-PRIVATE WELLS MUST HAVE WELL LOGS OR CAPACITY TEST AND BACTERIAL
TEST. If they are on a public water system, verify the water system is in compliance with State requirements.
[ ] WSEC & V & IAQ CODE
Required for all residential, additions and commercial buildings. Energy Code compliance form needs to be
COMPLETED. Verify heat source(no wood or pellet stoves are permitted as primary system). Window schedule must
be filled out and reflect what appears on submitted building plans. If applicant has decided to go with the PUD in a
Long Term Super Good Cents program, we require a copy of the signed agreement with the utility.
El ROAD ACC SS RMIT
If you will be cessing your driveway from a County road, contact the Public Works Department in Mason County
Building I, 7-9 70 extension 450. Access from State Highways requires Department of Transportation approval.
Contact office (206)895-4753 (Port Orchard).
ACCEPTED BY:
tr DO NOT ACCEPT PERMIT APPLICATION WITHOUT PRINTS AND REQUIRED DETAILED INFORMATION (SETBACKS,
ADDRESSES, PARCEL # AND WATER).
checklst.blg
9/20/9 3
2
i .
MASON COUNTY BUILDING DEPARTMENT
1991 WASHINGTON STATE ENERGY CODE
AND
VENTILATION AND INDOOR AIR QUALITY CODE
OWNER a Vl TELEPHONE :2
COMPLIANCE INFORMATION
TYPE OF PROJECT: Q NEW RESIDENCE O ADDITION ()REMODEL O OTHER
AREA(SQ.F"t.) 1ST FLOOR ; i , 2ND FLOOR) HEATED BASEMENT
Note: Heated basements must be insulated and finished to meet minimum energy code requirements.
TOTAL SQUARE FOOTAGE OF CONDITIONED (HEATED) AREA 7 1
COMPLIANCE METHOD:
O PRESCRIPTIVE PATH — circle option — I II RIOV VI VII VIII
Glazing percentage (total glazing area divided by total conditioned area)
O COMPONENT PERFORMANCE — Chapter 5 -- attach documentation and worksheets
O SYSTEMS ANALYSIS — WATTSUN 5.2 — attach documentation and worksheets
WATER HEATER
(,) Electric water heater O Gas water heater
HEATING SYSTEM:
ELECTRIC RESISTANCE
O Electric Central Furnace O Electric Wall Heaters O Baseboard Units
O Radiant Panels O Other
OTHER FUELS
Heat Pump with electric furnace ( ) Heat pump with gas furnace ( ) Gas Furnace ( ) Oil Furnace
() Other ( ) Boiler System (indicate type)
Make Model
Size AFUE HSPF
VENTILATION SYSTEM:
( 1 Spot and Whole House ( ) Central Ducted System kIntegrated with Furnace
Heat Recovery System (air to air heat exchanger -- heat recovery heat pump)
GENERAL NOTES:
Your building plans should indicate certain compliance measures: framing to be used (standard,
intermediate, advanced); type of vapor barriers being used; location of furnaces, hot water tanks and
other equipment; location of solid fuel burning appliances, fireplaces and their combustion air duct runs;
and termination points of exhaust ventilation fans.
WINDOW & DOOR SCHEDULE
WINDOWS
INCLUDE ALL WINDOWS, SKYLIGHTS, SLIDING GLASS DOORS, FRENCH DOORS AND j
STORE DOORS. ANY WINDOWS IN DOORS (LESS THAN 50% OF AREA) MUST BE
TAKEN OUT OF THE DOOR AREA AND PUT INTO THE WINDOW AREA ON THE
SCHEDULE.
BRAND MODEL U-VALUE QUANTITY SIZE TOTAL SQ. FT.
TOTAL WINDOW AREA
DOORS
BRAND MODEL U-VALUE LOCATION SIZE TOTAL SQ. FT.
TOTAL DOOR AREA
Mason County Building Department
P.O.Box 186 Shelton, WA 98584
1-360-426-5211 or 1-800-562-5628
11996
Permit Application# BLD96- J'2_tXR Applicant:
The above mentioned permit application has been assigned to the building department for review. During the review process, it was
noted that the proposed plans do not meet the 1994 Uniform Building Code (UBC) requirements for lateral bracing. Please review
the information noted below that are lacking on the proposed submitted plans and respond at your earliest convenience. To minimize
any delays in the permit process, the permit application has been assigned to the next department for their review.
_ 2326.4.1 Braced wall lines. Where the basic wind speed is not greater than 80 mph,buildings shall be provided with exterior and interior
braced wall lines. Spacing shall not exceed 34 feet on center in both longitudinal and transverse directions in each story.
f 2326.4.4 Unusually shaped buildings. When of unusual shape as defined in Sec. 2326.5, Item 4, buildings of light-frame construction
shall have a lateral-force-resisting system designed to resist the forces specified in Chapter 16.
2326.5.4 Unusually shaped buildings. When of unusual shape, buildings of light-frame construction shall have a lateral-force-resisting
system designed to resist the forces specified in Chapter 16. One or more of the following shall be considered to constitute an unusual
shape:
2326.5.4.1 When exterior braced wall panels,as required by Sec. 2326.11.3, are not in one plane vertically from the foundation to the
uppermost story in which they are required. Exception: Floors with cantilevers or setbacks not exceeding four times the nominal depth
of the floor joists may support braced wall panels provided: (1) Floor joists are 2 inches by 10 inches or larger and spaced at not more
than 16 inches on center. (2) The ratio of the back span to the cantilever is at least 2 to 1. (3) Floor joists at ends of braced wall panels
are doubled. (4) A continuous rim joist is connected to ends of all cantilevered joists. The rim joist may be spliced using a metal tie not
less than 0.058 inch and 1-1/2 inches wide fastened with six 16d nails. (5) Gravity loads carried at the end of cantilevered joists are
limited to uniform wall and roof load and the reactions from headers having a span of 8 feet or less.
✓ 2326.5.4.2 When a section of floor or roof is not laterally supported by braced wall lines on all edges. Exception:Portions of roofs or
floors which do not support braced wall panels above may extend up to 6 feet beyond a braced wall line.
2326.5.4.3 When the end of a required braced wall panel extends more that 1 foot over an opening in the wall below. This provision
is applicable to braced wall panels offset in plane and to braced wall panels offset out of plane as permitted by Section 2326.5.4.1,
exception. Exception: Braced wall panels may extend over an opening not more than 8 feet in width when the header is a 4 inch by 12
inch or larger member.
2326.5.4.4 When an opening in a floor or roof exceeds the lesser of 12 feet or 50 percent of the least floor or roof dimension.
2326.5.4.5 Construction where portions of a floor level are vertically offset such that the framing members of either side of the offset
cannot be lapped or tied together in an approved manner as required by Section 2326.8.3. Exception: Framing supported directly by
/ foundations.
2326.5.4.6 When braced wall lines do not occur in two perpendicular directions.
2326.5.4.7 Other configurations which, in the opinion of the building official, create irregularities or discontinuities which are not
addressed by Section 2326.
/ REFER TO TABLE 23-I-W FOR MAXIMUM SPACING ON BRACED WALL PANEL
✓ 2326.11.3 Bracing. Braced wall lines shall consist of braced wall panels which meet the requirements for location, type and amount of
bracing specified in Table 23-I-W and are in line or offset from each other by not more than 4 feet. Braced wall panels shall start at not
more than 8 feet from each end of a braced wall line. All braced wall panels shall be clearly indicated on the plans. All braced wall
panels shall be by one of the following methods:
1. Does not apply.
2. Wood boards of 5/8 inch net minimum thickness applied diagonally on studs spaced not over 24 inches on center.
3. Wood structural panel sheathing with a thickness not less than 5/16 inch for 16 inch stud spacing and not less than 3/8 inch
for 24 inch stud spacing in accordance with Tables 23-I-M-1 and 23-I-N-1.
4. Fiberboard sheathing 4-foot by 8-foot panels not less than 1/2 inch thick applied vertically on studs spaced not over 16 inches
on center when installed in accordance with Sec.2315 and Table 23-I-P.
5. Gypsum board (sheathing 1/2 inch thick by 4 feet wide, wallboard or veneer base)on studs spaced not over 24 inches on
center and nailed at 7 inches on center with nails as required by Table 254.
6. Particle board wall sheathing panels where installed in accordance with Table 23-I-N-2.
7. Portland cement plaster on studs spaced 16 inches on center installed in accordance with Table 254.
8. Hardboard panel siding when installed in accordance with Sec. 2320.6 and Table 23-I-0.
For methods 2,3,4,6,7,and 8, each braced wall panel must be at least 48 inches in length, covering three stud spaces where studs are 16
inches apart and covering two stud spaces where studs are spaced 24 inches apart.
For method 5, each braced wall panel must be at least 96 inches in length when applied to one face of a braced wall panel and 48 inches
All vertical joists of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except
where waived by the installation requirements for the specific sheathing materials.
Braced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accordance
with Table 23-I-Q. Sills shall be bolted to the foundation or slab in accordance with Sec 1806.6. Where joists are perpendicular to braced
wall lines above, blocking shall be provided under and in line with the braced wall panels.
2326.11.4 Alternate braced wall panels. Any braced wall panel required by Sec. 2326.11.3 may be replaced by an alternate
braced wall panel constructed in accordance with the following:
1. In one-story buildings, each panel shall have a length of not less than 2 feet 8 inches and a weight of not more than 10 feet.
Each panel shall be sheathed on one face with 3/8-inch-minimum-thickness plywood sheathing nailed with 8d common or
galvanized box nails in accordance with Table 23-I-Q and blocked at all plywood edges. Two anchor bolts installed in
accordance with Sec 1806.6 shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel
end stud shall have a tie-down device fastened to the foundation, capable of providing an approved uplift capacity of not
less than 1800 pounds. The tie-down device shall be installed in accordance with the manufacturer's recommendations. The
panel shall be supported directly on a foundation or on floor framing supported directly on a foundation which is continuous
across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No.4 bar top and
bottom.
2. In the first story of two-story buildings, each braced wall panel shall be in accordance with Sec. 2326.11.4, Item 1, except
that the plywood sheathing shall be provided on both faces,three anchor bolts shall be placed at one-fifth points,and tie-down
device uplift capacity shall not be less than 3,000 pounds.
TABLE 23-1-W—BRACED WALL PANELS'
CONSTRUCTION METHOD2•
SEISMIC ZONE CONDITION t 2 3 4 S 6 a BRACED PANEL LOCATION AND
LENGTH
2B,3 and 4 One story,top of two or X X X X X X X Each end and not more than 25
three story feet (7620 mm)on center
First story of two story or X X X X5 X X X Each end and not more than 25
second of three story feet (7620 mm)on center but not
less than 25%of building length6
First story of three story X X X XS X X X Each end and not more than 25
feet(7620 mm)on center but not
less than 40%of building 1ength6
IThis table specifies minimum requirements for braced panels which form interior or exterior braced wall lines.
2See Section 2326.11.3 for full description.
3See Section 2326.11.4 for alternate braced panel requirement.
4Building length is the dimension parallel to the braced wall length.
5Gypsum wallboard applied to supports at 16 inches(406 mm)on center.
67he required lengths shall be doubled for gypsum board applied t6 only one face of a braced wall panel.
IA'IFRAL RESMAIN7 PANELS(L".2• AND rr Mar ALTERNATEJroJ/)
BRA®PANEL
7..1R MTE tA•r-amaa•Jml
— JT YJa rt.YLn JIEATIl4 ro rolw>¢Js B
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11
ruwvnt rAmJJ anal unoam
YABATED F[1W4 H !! Y�11®WnOlY3
'MPL JAO EIP.I YIMRJe TQC
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It
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alsaxArs
YWM]lO.E3T►OJJm•W „ 101@MIINfUGIIW Of AM.W.ImM AIr11p1TD wOD ACVIOEtE A TOr i10JY.R AN AL.Jam.H A b0
• _ J10Rr,M11JNtAar.N/ST�E FwnDraro
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AI/WtD wao TooQaicTx ID F.voa MTE Jp,E
QHHfORf
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utu+.i uepuZAOQAs�uaa II II I 1
RIDW�Olt4f1E NTaMTIW
%'tlll µ ALJJJY rJ71xxlS]ANOQI rOIR AT Oi4
Ta?erD.�T GWIgHKMS
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JIFJf/
U7DUL IRT[RAM rArG]5
_- ..e01Jf11xxxa ralRMT1O1
Revised plans need to comply with prescriptive methods as described above or provide engineering per chapter 16 and chapter 23.
Two sets of revised, engineered-stamped plans and calculations with notes transferred on both sets will be required. If you have
further questions, plan review department can be reached at 427-9670 or 1-800-562-5628 extension 284 or 551.
Sincerely, r { '. r� \ , _ p_
'tom`
Plan Review Technician
v\ C U v r,\ 1cl-tam
Mason County Building Department
e&
Mason County Building Department
P.O.Box 186 Shelton, WA 98584
1-360-426-5211 or 1-800-562-5628 �a
1996
Permit Application# BLD96- Applicant:
2)W 1 sa 1/\
The above mentioned permit application has been assigned to the building department for review. During the review process, it was
noted that the proposed plans do not meet the 1994 Uniform Building Code (UBC) requirements for lateral bracing. Please review
the information noted below that are lacking on the proposed submitted plans and respond at your earliest convenience. To minimi
any delays in the permit process, the permit application has been assigned to the next department for their review. ze
2326.4.1 Braced wall lines. Where the basic wind speed is not greater than 80 mph, buildings shall be provided with exterior and interior
braced wall lines. Spacing shall not exceed 34 feet on center in both longitudinal and transverse directions in each story.
✓ 2326.4.4 Unusually shaped buildings. When of unusual shape as defined in Sec. 2326.5, Item 4, buildings of light-frame construction
shall have a lateral-force-resisting system designed to resist the forces specified in Chapter 16.
2326.5.4 Unusually shaped buildings. When of unusual shape, buildings of light-frame construction shall have a lateral-force-resisting
system designed to resist the forces specified in Chapter 16. One or more of the following shall be considered to constitute an unusual
shape:
2326.5.4.1 When exterior braced wall panels,as required by Sec. 2326.11.3, are not in one plane vertically from the foundation to the
uppermost story in which they are required. Exception: Floors with cantilevers or setbacks not exceeding four times the nominal depth
of the floor joists may support braced wall panels provided: (1)-Floor joists are 2 inches by 10 inches or larger and spaced at not more
than 16 inches on center. (2) The ratio of the back span to the cantilever is at least 2 to 1. (3) Floor joists at ends of braced wall panels
are doubled. (4) A continuous rim joist is connected to ends of all cantilevered joists. The rim joist may be spliced using a metal tie not
less than 0.058 inch and 1-1/2 inches wide fastened with six 16d nails. (5) Gravity loads carried at the end of cantilevered joists are
limited to uniform wall and roof load and the reactions from headers having a span of 8 feet or less.
2326.5.4.2 When a section of floor or roof is not laterally supported by braced wall lines on all edges. Exception:Portions of roofs or
floors which do not support braced wall panels above may extend up to 6 feet beyond a braced wall line.
2326.5.4.3 When the end of a required braced wall panel extends more that 1 foot over an opening in the wall below. This provision
is applicable to braced wall panels offset in plane and to braced wall panels offset out of plane as permitted by Section 2326.5.4.1,
exception. Exception: Braced wall panels may extend over an opening not more than 8 feet in width when the header is a 4 inch by 12
/ inch or larger member.
_✓ 2326.5.4.4 When an opening in a floor or roof exceeds the lesser of 12 feet or 50 percent of the least floor or roof dimension.
2326.5.4.5 Construction where portions of a floor level are vertically offset such that the framing members of either side of the offset
cannot be lapped or tied together in an approved manner as required by Section 2326.8.3. Exception: Framing supported directly by
/ foundations.
2326.5.4.6 When braced wall lines do not occur in two perpendicular directions.
2326.5.4.7 Other configurations which, in the opinion of the building official, create irregularities or discontinuities which are not
addressed by Section 2326.
REFER TO TABLE 23-I-W FOR MAXIMUM SPACING ON BRACED WALL PANEL
2326.11.3 Bracing. Braced wall lines shall consist of braced wall panels which meet the requirements
bracing specified in Table 23-I-W and are in line or offset from each other by not more than 4 feet. Braced)ocation wall pa, tye an amount of
nels shall start at not
more than 8 feet from each end of a braced wall line. All braced wall panels shall be clearly indicated on the plans.All braced wall
panels shall be by one of the following methods:
1. Does not apply.
2. Wood boards of 5/8 inch net minimum thickness applied diagonally on studs spaced not over 24 inches on center.
3. Wood structural panel sheathing with a thickness not less than 5/16 inch for 16 inch stud spacing and not less than 3/8 inch
for 24 inch stud spacing in accordance with Tables 23-1-M-1 and 23-I-N-1.
4. Fiberboard sheathing 4-foot by 8-foot panels not less than 1/2 inch thick applied vertically on studs spaced not over 16 inches
on center when installed in accordance with Sec.2315 and Table 23-1-P.
5. Gypsum board(sheathing 1/2 inch thick by 4 feet wide, wallboard or veneer base)on studs spaced not over 24 inches on
center and nailed at 7 inches on center with nails as required by Table 25-I.
6. Particle board wall sheathing panels where installed in accordance with Table 23-I-N-2.
7. Portland cement plaster on studs spaced 16 inches on center installed in accordance with Table 25-I.
8. Hardboard panel siding when installed in accordance with Sec. 2320.6 and Table 23-1-0.
For methods 2,3,4,6,7,and 8, each braced wall panel must be at least 48 inches in length, covering three stud spaces where studs are 16
inches apart and covering two stud spaces where studs are spaced 24 inches apart.
For method 5,each braced wall panel must be at least 96 inches in length when annrP.i a __
All vertical joists of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding except
where waived by the installation requirements for the specific sheathing materials.
Braced wall panel sole plates shall be nailed to the floor framing and top plates shall be connected to the framing above in accordance
with Table 23-I-Q. Sills shall be bolted to the foundation or slab in accordance with Sec 1806.6. Where joists are perpendicular to braced
wall lines above, blocking shall be provided under and in line with the braced wall panels.
2326.11.4 Alternate braced wall panels. Any braced wall panel required by Sec. 2326.11.3 may be replaced by an alternate
braced wall panel constructed in accordance with the following:
1. In one-story buildings,each panel shall have a length of not less than 2 feet 8 inches and a weight of not more than 10 feet.
Each panel shall be sheathed on one face with 3/8-inch-minimum-thickness plywood sheathing nailed with 8d common or
galvanized box nails in accordance with Table 23-I-Q and blocked at all plywood edges. Two anchor bolts installed in
accordance with Sec 1806.6 shall be provided in each panel. Anchor bolts shall be placed at panel quarter points. Each panel
end stud shall have a tie-down device fastened to the foundation, capable of providing an approved uplift capacity of not
less than 1800 pounds. The tie-down device shall be installed in accordance with the manufacturer's recommendations. The
panel shall be supported directly on a foundation or o1i floor framing supported directly on a foundation which is continuous
across the entire length of the braced wall line. This foundation shall be reinforced with not less than one No.4 bar top and
bottom.
2. In the first story of two-story buildings, each braced wall panel shall be in accordance with Sec. 2326.11.4, Item 1, except
that the plywood sheathing shall be provided on both faces,three anchor bolts shall be placed at one-fifth points,and tie-down
device uplift capacity shall not be less than 3,000 pounds.
TABLE 23-1-W—BRACED WALL PANELS'
--— -- -- ----- --- CONSTRUCTION METRO
SEISMIC ZONE CONDITION 7 S 6 a DIT-
BRACED PANEL LOCATION AND
2B,3 and 4 One story,top of two or X X X X X X LEHc7N
three story X Each end and not more than 25
feet (7620 nun)on center
First story of two story or X X X X5 X X X Each end an more than 25
d not second of three story feet (7620 rttm)on center but not
less than 25%of building length6
r
irst story of three story X X X XS X X X Each end and not more than 25
feet(7620 nun)on center but not
less than 40%of building length6
(This table specifies minimum requirements for braced panels which form interior or exterior braced wall lines.
2See Section 2326.11.3 for full description.
;See Section 2326.11.4 for alternate braced panel requirement.
4Building length is the dimension parallel to the braced wall length.
5Gypsum wallboard applied to supports at 16 inches(406 mm)on center.
6The required lengths shall be doubled for gypsum board applied 0 only one face of a brand wall panel.
I AT E RAL RESMAINT PAINS
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�a� A lOf 21UtT.Q AM Aft.Jd«w a0
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Revised plans need to comply with prescriptive methods as described above or provide engineering per chapter 16 and chapter 23.
Two sets of revised, engineered-stamped plans and calculations with notes transferred on both sets will be required. If you have
further questions, plan review department can be reached at 427-9670 or 1-800-562-5628 extension 284 or 551.
Sincerely, � V�AS0 1 �� t �� <� ✓
V I U 1 6 Y\
Plan Review Technician o�� �(
Mason County Building Department �_ v
PROJECT NAME: FOSTER RESIDENCE PAGE 1 OF
PROJECT No.: 96184 DATE: 12/02/96
LATERAL CALCULATIONS
ENGINEER: DALE A. KVAMME
KVAMME CONSULTING
5624 SOUTH WARNER STREET
TACOMA, WASHINGTON 98409
CONTRACTOR: BRUCE FIELDING
P.O. BOX 135
WAUNA, WA 98395
PERMIT APP#: BLD96-1268
SITE ADDRESS: SANDHILL RD.
JURISDICTION: MASON COUNTY
CODE: 1994 U.B.0
LOADS:
LATERAL
WIND: 80 MPH WIND SPEED
EXPOSURE B
SEISMIC: ZONE 3
�► 28560
AL
v
&XP►RES lOr3/ ri
V
d:
loll
i. I �����I Illlllll
�� 1 ►l ,���.,�,�i ;,.
CO- Tg �
T� iC l3t6+1 9j )3
4a-0'
2626 5L LP,
BEDROOM cl LOFT
13'81xl010' q 14'0'xQ.V
_ I uov
® of
W RAILING OR WA.1
v1 so66
I — — W.
o, 66 qi
STAMV AFC R,--e 1 24'OG.\ h l
N
o TO ROO1+ N
H I B-_OWs
Ifl
BEDROOM �.
N
i3Vxl2'b' '
6'xl0' LB
SEAT
q�
s F%`
use ,mPSoN 5/ -J STD
sTrOZZ4 sT'RArPS M -:g M
14'-0' 2b-0'
USE Simasc)r\) ^(\sT98
FLoo(Z-TC-FLC )j� STRAPS
5EGOND FLOOR PLAN
y'=I'-0' 640 SQ FT.
4
i�r 15 TB U TC C3
olt(, tc +- 13 3t �f5
.a.o'
9'-1 VT WO V2'
r Zv O O i I
2666 I m c
2668
d 'x!!$'VERSA-LAM
_ J
SrB' 45rD' 78" —
o
Ei
H
SD. I
s C6REAT ROOM
MASTER zz'o•X2o'o•
"' �3'e•X�s'e•
Lg CD 6•x!o'
SEAT _
3040
k'
VSE SiMPSMJ ST6224
STRtNP5
26'-0'
I
FIRST FLOOR PLAN.
i,•=1'-o• uoo sa FT.
5
4a-0'
J
I�
eke•xr VEn US S I Yh SD
4t9"U.F.If-IAT/l ud O.C. �i
1 0' 4'-0' L 4'-0' L 4'-0' 4'-0' 1, 4'-0' 4'-0' I 4'-0' IL 21 ISO*1
I
e'FO VAPON ON 7
ry 006 VISO1.87 6R0 LU/Ht o
I6'xe'FOOTING
� 24'x24'xB'
FOOTINGS
P
1Y O
VSE 51fy\9 C5 JN 4DGA HOLOO\/YNS
Tg9,u' 2 (2X6) S?vuS
FOUNDATION PLAN
V4._ -0.
PROJECT NAME: FOSTER RESIDENCE PAGE OF
PROJECT No.. 96184 DATE: 12/02/96
LATERAL LOADS
WIND
FOR 80 MPH WIND SPEED AND EXPOSURE 8
P = Ce *Cq *qs *I
Ce = 0.62 (FOR O' - 15')
0.67 (FOR 15' -20')
0.72 (FOR 20' -25')
0.76 (FOR 25' -30')
0.84 (FOR 30' -40')
Cq = 1.3
qs = 16.4 PSF
1 = 1
= 13.22 PSF (FOR 0' - 15')
= 14.28 PSF (FOR 15' -20')
= 15.35 PSF (FOR 20' -25')
= 16.20 PSF (FOR 25' -30')
= 17.91 PSF (FOR 30' -40')
SEISMIC
FOR ZONE 3
V =Z* I *C *W/Rw
Z = 0.3
1 = 1
C = 2.75
Rw= 6
= 0.14 *W (DEAD LOAD)
KVAMME CONSULTING Joe # SHEETZOF
ENGINEERING DESIGN DATE 6
DESIGNED
PROJECT 1 OSTE R PES I DENCE CHECKED DATE
L R-TE-R A L LONDS
( ON 7ITUDiMNL. C,51OF-SIDE)
U PPER FLOOR IS ,35 RsF (,5--5-)(33) -f-
K-2S PSF (6)(3z f
13,22 PS F (I
v= 56go Les
MA) �J FLOOP,, ', 13,2zPsF((9/z)(31)iP/2)(3)))
U PPE R FLOO R ; y= IS,3s 114-(sk)61/Ai
I4 ,2-8 ((5y4l)
I3, 2Z (7)(�6)
6100 U5
MP\IN) FLOO P,\ = 13, 22 (Ds F (40)4 (q/2�40))
0 LC
5624 South Warner • Tacoma,WA 98409 • Telephone: (206) 474-3361
KVAMME CONSULTING JOB # 96124 SHEET OF
ENGINEERING DESIGN I
DESIGNED Of DATE
PROJECT FA R RPS1OENCE CHECKED DATE
bj�T ERA� L L OAI5
SEISMIC- LOAD
f\9,EA VPPEP, — (IZ)(4) _ IZZ6-5F
A PEA MN N = (le)(Z5)+ (257)(10) _ 700 5 F
\lq,pWp = ►ZZ,5- SF (1 sf6 F) = 18;375 LB5
\N MNN = 700 sF (I5-(6 F) = 10,5-06" L 65
NjuV� E ` 181 375-L II S (0.14) = Z570 L L
VrnNt�j ` 1015-00L4S (o .14) = 1Z4�0 L aS
�J TpT' = 4040 Les
F � 4o4oc.� ( Ie3�s) (i7) = 3► 00 L 65
100 , 3-2scB;(17) + 10,scn(�
FM �►�= 4d�o L8S (��� ��)(�) �4O �aS
3751B56 ) + 10,5oo(cr)
5624 South Warner • Tacoma, WA 98409 • Telephone: (206) 474-3361
PROJECT NAME: FOSTER RESIDENCE PAGE q OF
PROJECT No.: 96184 DATE: 12/02/96
SHEAR WALLS
LONGITUDINAL
UPPER FLOOR
LOAD IN LONG. DIRECTION = 5690
L N TH /o OF LOAD SHEAP
WALL (FT.) TO WALL (PLF)
LA 37 5
LB 17 45% 24 INCLUDES LOAD FROM
L 1 0% 0 FIRST FLOOR
LD1 1 0% 0
LEI 1 1 0%1 ol
MAIN FLOOR
LOAD IN LONG. DIRECTION = 3480
LENGTH% LOAD H AR
WALL (FT.) TO WALL (PLF)
LA 38 5% 133
LB 17 4 % 1-257
LC 1 0% 0
LDI 1 1 0% 0
LEI 1 1 0-/.l ol
PROJECT NAME: FOSTER RESIDENCE PAGE /D OF
PROJECT No.: 96184 DATE: 12/02/96
SHEAR WALLS
TRANSVERSE
UPPER FLOOR
LOAD IN TRANS. DIRECTION : 6900
N H% OF LOAD A
WALL (FT_) TO WALL (PLF)
A 15 0% 9
Tff 22 50% 1
18 30% 115
LTTD
1 0% 0
1 0% 0
1 0% 0
1 0% 0
MAIN FLOOR
LOAD IN TRANS. DIRECTION : 4500
LEN H /o OF LOAD SHEAR
WALL (FT.) TO WALL (PLF)
A 17 20% 1 2
TB 23 % 248
TC 14 3 % 44
jTD 1 0%1 0%Ljo
1 0%
1 0
KVAMME CONSULTING Joe # 6g 189 SHEET LL—OF
ENGINEERING DESIGN
DESIGNED r � DATE 1 1/Z7/746
PROJECT FOSTER RETSIOENCE CHECKED DATE
OVERTURNINU
Le UPPEQ Y
0=5
V= 245 OLF(5)= 1 ZZS Lf5
V�= 15 PS F(I 617-) Sin 3D� +-e PS F(e)= 125- PL F
P= I ZS PLF ((,l z-) = 375L&S
Mo= 12 2,5- Les(s) _ 61 ZS FT-LB
M ( 25- (0(siZ) 1- 3 79-67) ; 3-/I 9 0 FT--LP
L 6125-- 213 (34 40)] 15- 7 70 LL'� D
usE Sf mP�O N MST O; FLooP_ TO-FLAP_ STQftPS
LB
D= 4
VI = 243 PLF (4) = q70 L85
y2= T25'243 (4) = 330 Le-S,
MC = 970L6C (Q) 1- 330 L6s(1) ,qO f/—L8
IS- Ps F (!(/z) S ;� 3d + S F-f F (17) 2Cc PLC
/V1 = 200 PLF (9)(40 1--600 L 65(1) = g Oco F T -L�
u5tE- s i mM�) H D 6 A HOc19ow t J TOO 2(2)(4)
5TU05
5624 South Warner • Tacoma, WA 98409 • Telephone: (206) 474-3361
KVAMME CONSULTING JOB # �61g� SHEET /a OF
ENGINEERING DESIGN
DESIGNED PF DATE
PROJECT FGGT-2 RE�'SI DE IC CHECKED DATE
0\/EkTUR,N I M G
T MNM
Q=3
V = 24s PLF(3) -7 3S LB5
�( = 15r,65F(2b/z) t I5-P6F(2-1z) t- 8 P�F()-7) = 3S0 P L F
P=3so PLF(5/Z) = �7SLSS
1`\0= 73S L (ci) = 6615- FT-LB
A r�'= -5-0 PLF(3) (3/Z) 1-0 75-L 6) 4zoo FT-Lf
66/F- -2I3(qV-Coq/ 3 = 1270 CDs
VS E S I MP(50N K_PA- R0ZZ N-OLCOW RS
5624 South Warner • Tacoma, WA 98409 • Telephone: (206) 474-3361
PROJECT NAME: FOSTER RESIDENCE PAGE 13 OF
PROJECT No.: 96184 DATE: 12/02/%
TRY VERTICAL FULL HT. BEAMS CD- PROW
INPUT
STUD TYPE #lDF 1
LENGTH (h) = 22 FEET
P = 500 POUNDSI
WIND LOAD = 13.2 PSF
STUD SPA INC= 60 IN
LDF 1.33
STUD PROPERTIES
b = 9.5 in.
d = 5.5 in.
Fc = 1000 PSI
Fb = 1200 PSI
E = 1600000 PSI
e = 1
r
IAL L ADIN= 1 I
= 26.8
= 48.0
N TYPE COLUMN
= 1000 PSI
SNOW LOADING
1000 PSI
J = 2.34 CALC'D
J = 1.00 USED
s = 1.7
k = 29.6
b = 1200 PSI
fc fb
UNITY EQUATION = -------- + ----------------- = 0.638 < 1.00 THEREFORE O.K.
F'c F'b -J*fc
5 *w H^4
DEFLECTION = --- = 1.651 = L / 160 N.G.
384 *E *I
PROJECT NAME: FOSTER RESIDENCE PAGE /`f OF
PROJECT No.. 96184 DATE: 12/02/96
HORIZ PROW BEAM
INPUT
STUD TYPE = #1 DF 8x6
LENGTH (h) = 14 FEET
500 P UND
WIND LOAD = 13.2 PSF
STUD SPACIN -= 132 IN O.C.
LDF 1.33
STUD PROPERTIES
b = 7.5 in.
d = 5.5 in.
Fc = 1000 PSI
Fb = 1200 PSI
E = 1600000 PSI
e = 1
AXIAL LOADING
c = MPSIK = 26le/d = 30L N TYPE OLUMN
IF'c = 1
SNOW LOADING
= 1129 PSI
J = 1.23 CALC'D
J 1.00 USED
s = 1.7
k = 29.6
b = 1 I
fc fb
UNITY EQUATION = ------- + ---------------- = 0.722 < 1.00 THEREFORE O.K.
F'c F'b -J'fc
5 "w'H"4
DEFLECTION = ------------- = 0.754 = L / 223
384 `E ' I
PROJECT NAME: FOSTER RESIDENCE PAGE 10 OF
PROJECT No.: 96184 DATE: 12102-1%
MULLION STUDS (aD2 PROW
INPUT
STUD TYPE #2HF 2
LENGTH (h) = 15 FEET
P = 500 POUNDS
WIND LOAD = 14.3 PSF
STUDPA IN •= 60 IN C.
L = .3
STUD PROPERTIES
b = 1.5 in.
d = 5.5 in.
Fc = 875 P 1
Fb = 1150 PSI
E = 1400000 PSI
Ke = 1
AXIAL LOADING
c = 61 PSI
K = 26.8
le/d = 32.
,LUNG TYPE COLUMN
IF'c 875 PSI
NOW-LOADING
= 3191 PSI
lCib
1.37 CALC'D
1.00 U Es = 8.9
= 28.3
= 1150 PSI
fc fb
UNITY EQUATION = -------- + ----------------- = 2.224 > 1.00 THEREFORE N.G.
F'c F'b -J*fc
5 *w*H14
DEFLECTION = ------------- = 2.797 = L / 64 N.G.
384 *E *I
PROJECT NAME: FOSTER RESIDENCE PAGE /4o OF
PROJECT No.: 96184 DATE: 12/02/96
TYPICAL EXTERIOR STUDS Ca- TALL AREA
INPUT
STUD TYPE #2HF 2x6
LENGTH (h) = 17 FEET
P = 1040 P U N D
WIND LOAD = 14.3 P F
STUD SPACINC= 12 IN O.C.
LDF 1.33
STUD PROPERTIES
b = 1.5 in.
d 5.5 in.
Fc = 875 PSI
Fb = 1150 PSI
= 1400000 PSI
Ke = 1
rle/d
IAL LOADING= 126 P I
= 26.8
= 37.1
LONG TYPE COLUMN
c = 875 PSI
NOW LOADING
= 82 PSI
1i-((C
= 1.65 CAL 'D
1. 0Us = 9.5
k = 28.3
F'b = 1150 PSI
fc fb
UNITY EQUATION = -------- + ----------------- = 0.692 < 1.00 THEREFORE O.K.
F'c F'b-J'fc
5 r w*1-114
DEFLECTION = ------------- = 0.923 = L / 221
384 `E "I
PROJECT NAME: FOSTER RESIDENCE PAGE/7 OF
PROJECT No.: %184 DATE: 12/02/96
SHEARWALL TABLE
TYPICAL SHEARWALL NOTES
1) USE 5d COOLER NAILS FOR 1/2" GWB
USE 6d COOLER NAILS FOR 5/8"GWB
2)ALL NAILING IS PER U.B.C. TABLE 47-1 OR 25-K
3) 1/2" DIAMETER CINCH ANCHORS WITH 3-1/2" MINIMUM
EMBEDMENT MAY BE USED IN LIEU OF 1/2" DIAMETER
ANCHOR BOLTS
SHEAR WALLS
CAP MARK CALLOUT
200 TYP. USE 1/2" GWB BOTH SIDES, UNBLOCKED, WITH TYPICAL
INTERIOR NAILS AT 7" o.c. , 1/2" ANCHOR BOLTS AT 48" o.c., 16d PLATE
TO PLATE NAILING AT 8"o.c., AND 16d TOENAILING AT 6"o.c.
213 TYP. USE 1/2" APA RATED SHEATHING, BLOCKED AT PANEL
EXTERIOR EDGED, WITH 8d NAILS AT 6" o.c. AT PANEL EDGES AND 12"
o.c. AT FIELD, 1/2"ANCHOR BOLTS AT 48" o.c., 16d PLATE TO
PLATE NAILING AT 6"o.c., AND 16d TOENAILING AT 4" o.c.
312 USE 1/2" APA RATED SHEATHING, BLOCKED AT PANEL
EDGED, WITH 8d NAILS AT 4" o.c. AT PANEL EDGES AND 12"
o.c. AT FIELD, 1/2"ANCHOR BOLTS AT 32" o.c., 16d PLATE TO
PLATE NAILING AT 4"o.c., AND 16d TOENAILING AT 3"o.c.
412 l ` `_ USE 1/2" APA RATED SHEATHING, BLOCKED AT PANEL
EDGED, WITH 8d NAILS AT 3" o.c. AT PANEL EDGES AND 12"
o.c. AT FIELD, 1/2"ANCHOR BOLTS AT 24" o.c., 16d PLATE TO
PLATE NAILING AT 4"o.c., AND SIMPSON A35 CLIPS AT 8"o.c.
Permit No.
_ MASON COUNTY
BUILDING PERMIT APPLICATION 9���.00
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562 5628
PLEASE PRINT
#167ite
er Phone#
Address L l 7 Fire District#St zip
/ Zip
Directions to Job Site 9 4( e )
H cQ P
V`dSS 4 s
o e_ W odoi 0&g')ja $)- a g1l 4J
Owner Mailing Address
City � � V- S Ik Zip Z
Lien/Title Holder (p rn �.
Address
Clt _ &drole St Zip
Cp�s. ractorName131-�c�gFi ��j 1 .. /J134 lei d 9 ad I tif_ Contractor Re #13IF( 0� 0.A ress Expiration Date o 7—
/
City W ti 'A St \-J V- Zip�y `f Phone # a d'SI
#3 If septic is located on project site, include records.
Connect to Septic? Public Water Supply Well
Connect to Sewer System? Name of System
(If residential, proof of potable water is required)
#4 Nr ar No.
gal Description �(� Z3JU,
7�1 oFSt, now -T�3 6 5p o-769
#5 Building Square Footage: (existing/proposed)
1st FI / 1 i /6) 2nd FI 3rd FI / Loft /
Basement 1----- Deck _-1. # bedrooms / #bathrooms / 2-
Garage -./ Carport —1 (Circle: Attached or Detached?)
Other sq.ft. _ /
#6 Use of building � k" a I'll'( , �) Describe work
#7 Type of Job: New �� Add Alt Repair Other
19#8 MOBILE/MANUFACTURED HOME INFORMATION 0
Model Year Make Model
� D
Length Width Serial No. QC T 14
# Bedrooms # Bathrooms Type of Heat
Purchase Price $ 4FALTH SERVICED
#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
Proposed Improvements Easements
Name of Flanking Street Indicate Directional by (N, S, E, W)
Name of Fronting Street in relation to plot plan
APPLICANT TO DRAW SITE PLAN BELOW
C
1
vi
C f a� i-toy�
iU
je,
APPLICANT TO DRA TOPOGRAPHY PROFILE BELOW
L7
5.
�v
4 lo„ a i
Plumbing Fixtures ($3.25 each) Fee Mechanical Fixtures ($6.50 each)
No. 3 Toilets CIRCLE FUEL TYPE: Gas, Electric,
Bath Basins Heatpump, they
Bath Tubs No. Units Fees
Showers Furn � vvv ' BTU
Hot Water Htr Heatpumps
Laundry Washer �� Vent Systems 3a 5d
AR Sinks Spot Vent Fans
v Floor Drains No. Boilers/Compressors
( Laundry Basins 6 HP
Dishwasher No. Air Handling Units
d Disposal cfm#
0 Urinals No. Fire Protection Systems
y Other_ U Auto. Fire Alarm Sys 50.00
�S 5 o C-) Fixed Fire Supp. Sys 50.00
Permit Basic Fee 16.25 U Auto Fire Sprink Sys 35.00
TOTAL PLUMBING $ No. Other
o 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 16.25
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD 7S
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.
X OWNER X BY /? -- �*?L _(�� .
DATE DATE
FOR OFFICIAL USE ONLY: Accepted by: 4 Date:
DEPARTMENTAL REVIEW -
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
Planning:
Environmental Health:
((-LC) (v
Building Plan Review
k-110—
Occupancy Group: Type of Const: U i1
Fire Marshal:
Other:
Special Conditions: FEES
Building Permit
Plan Check
Plumbing Fee
qU F 9 -JO0 Mechanical Fee 77
/�O DECKS Wood/Gas/Pellet Stove
�O C7Cts�
Radon Monitor --
Violation Fee
Site Inspection
Building State Fee
Other �"1
CP—
Other
Building Valuation: TOTAL FEE 3