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lMASONCOt1NT1' I'�*z�z�xzf:No: 2 ( 3k)
e' 3
D-,PARTMLN'I O COMMUNITY L)GVLT OI'MENT
BU11DING,PLANNING FIRE PEAREFilL (360)427-9670 Sheila ii ext.352
rt p www:co.mason,wa.usAor.rit_n iu 1 Ly 4 ev_ (360)275-44467 Ileil"air ext. 352
1854 426 W Cedar Street,Shelton WA 98584 (360)482-5269 Elm i.ext.352
BULDING PERMIT APPLICATION !111
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
MAILINGItD1)R SS:1 3'( Gittt uE. MATialNGADDlUSS-
C1tY: hN iFDRo STAT,'—CA_ZCEa 13_? Ci15 711>:
PJ1ONI (31iJ} ! CELL(3tb 7 tD 3 0 PHONE:—ter CELL:
l3MAl : r ti Rat a s TT s co) . t^ .i 1 M V1t:
LW) REG 11 EX1'?,
CONTACT: OWNER X CONTRACTOR❑ BELOW
NAME: AS I_L{oT 1 MAILING ADDRESS:
CITY: _R�STATS: CA ZIP: 1 3Z PHONE:_ lI> 5�t l C CLL:3 b SL,= 3 O
SM AU : pp ) Cx t3
PARCEL INFORMATION:
PARCEL NUMBER(12DIGITr:UMT3ER.). 2212Z '-� UC�b-S0 FIRE:DES TIIICTC1R/ iCW
LEGAL DL SCRJP IION(A.I3BREVIATSD):
SITE ADDRESS1 Yi j - Rte CiJ 'E $�EV1Fl.J
7)IiLtiCTIONS SO SITE ADDRESS VRDt sta v roia NicSrEA To TTc.,t1
t i Ist e c ' o V o t> c r AT i1 1 c�cc oc soU> a tZ T o
IS.PROPERTY WITITI N 200 FT:
SALTWATER� LANCE❑ RIVLRJCRt'IEtt Li POND LI WETLAND❑ SEASONAL RUNOFF❑ STREAM Cl
DOTS PROPEJLI Y LEAVE SLOPS(S)Will[IN 300 Ft OF TI U:PROJECT-GREATLTR T.ETAN 14% YPSI NO Cl
TYPE OF JOB: NEW X ADDITION U ALTERATION❑ REPAIR❑ OTIIER
L1,'>E OF STRUCTURE(i_r_.sruaNcc,OARAOL,ETC.)_
IS USE: PRIMARY❑ SEASONAL,j NUM13EIR_O>ISEDIIOO;MS __-I NUMBER OF,i3A`rifiwOMS /
DESCI:.W31s WORK._ —
S(�ITARE FOOTAGE;
155 FLOOR 0 112, s0.(l. 2ND Fl,OOR srl.It 3RD FLOOR R_ _ sq.Lt. BASEMENTT sn.I.l.
DECK s 1.IL COVLRFD DECK J __3q.IL S1'OJIAGE —sq EL OTHER sq 0
GARAGE sri.IL A ITACJJED❑ DIIIACIIED J CARPORT sq.It A[FACETED❑ D1 TltclzED
l ANUFACT UR.EI)I:.IOMU INFORMATION: 4.COI'ZES OIa'I'1SJG[LOOIZ PLt I REQU i I
C14 AISE —.- MODEL YTAIZ ®� J L,NG T I I
WIDTI1T--- DI3I O MS_ _ hUrTCTS SERTAL NUMBER_
OWNER acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner or owner's legal representative.I further
declare that I am entitled to receive this permit and to do the work as proposed.I have obtained permission from all the
necessary parties,including any easement holder or parties of interest regarding this project.The owner or legal
representative,represents that the information provided is accurate and grants employees of Mason County access to
the above described property and structures)for review and inspection.This permit/application becomes'null&void if
work or authorized construction is not commenced within 180 days or if construction work is suspended for a period of
180 days.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION.INACTIVITY OF THIS PERMIT
APPLICATION OF 180 DAYS WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON COUNTY CODE 140042)
Signature of OWNER Date
DTiVSA;Cd'IAL.REVILOY A 'P:ROVI, DOAtb DENTED ()ATE TAGS/NOT ES/CON DITlONS�
BUILDING DEPARTMENT r r
I'L,ANNING Dil'NL7't�ALN.['
E'TKBMARS(TAL
HEEIJ;:ii prtlgp '4m T T®IPASS fSW .ALUM IRON:
BUILDING PERMIT FEE FIRE ACCESS AND GRAI)t '
PLAN REY113W L OLO-TECE[REVIEW
PLUMBING&BASE E El) STORMWATERRTVIEW
IRE,C IJANICAL&BASE FEE TOTAL FEES
WOOD/GAS/El:I SILT SI STOVE VIOL AIION INVESTIGATION III
PLANNING EJsVIEW II 7 VIOLATION 1)
t
CAL
MASON COUNTY PERMIT .
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING PL4NNING a FIRE MARSHAL
VIM/.CO.MASON.WA.US (360)427-9670 Shelton ext.352
Mason County Bldg. III,426 West Cedar Street (360)275-4467 Bel₹air ext. 352
1xu Shelton,WA 98584 (360)482-5269 Elma ext.352
LUMBING & MECHANtCAL PERMIT APPUCATON�
OWNER INFORMATION: CONTTRACTOR.INFORMATION:
NAME: A .—t_.1...! oT T` NAME:
MAILING ADDRESS: ZS 3 1{ MAILING ADDRESS:
CITY: SI i~a fQi STATE: CA- ZIP: 973 Z CITY: STATE: ZIP:
PHONE: 3 lfrSt�- 4 S CELL:31 C _"tS( -3` 7 Cx PHONE: CELL:
EMAIL: 1.E Lt o t( Cc>x .►yE t EMAIL :___________________________
L&I REG# E '. / /
PARCEL INFORMATION: ,�,�IZZ.t-k�C>C�e� �
PARCEL NUMBER(12 DIGIT NUMBER):
LEGAL DESCR.IPTION(ABBPET'7ATED):
SITE ADDRESS: t()L4 t E, S L N U b�vJ C_ CITY: C. P V t W
DIRECTIONS TO SITE ADDRESS: 10I wwca -cK '5P L l5 N ot -3 T C iSLA.R \t t w t t t T 6
t5L u1!` 1 e . �K�t�AS [ ' I ThQ5 'tt oE. tSt a V t w R
TYPE OF JOB
NEW ADD ALT REPAIR_ OTFIER USE OF BUILDING
LOCATION OF FIXTURES/UNITS— IT FLOOR 2N'FLOOR BASEMENT GARAGE OTHER
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS
Type of Fixture No.of Fixtures Fees Fuel Type:Electr-ic X LPG Natural Gas Ductless
Toilets l Tyre of Unit No. of Units Fees
Bathroom Sink t Furnace ______
Bath Tubs Heat Pump ttI
Showers t Spot Vent Fan
Water Heater Propane Tank —
Clothes Washer t G Outlets —`
Kitchen Sinks 4 Woo Gas/Pellet Stove _
Dishwasher t I.itc en Exhaust Hood
Hose bibs i Dryer Vent
Other Solar Panel
Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor,I further declare
that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including
any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the information provided is
accurate and grants employees of Mason County access to the above described property and structure(s)for review and inspection.This
permit/application becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is
suspended for a period of 180 days PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSPECTION. INACTIUiTY OF THIS
PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
1 O -__-
Signature of Applicant Date
X c . E' L.L_oTT Owner/Owners Representative/Contractor
Print Name (indicate.which one)
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNTZNG DEPARTh'IENT
FIRE MARSHAL,
SCALE I INCH =300 FEET
0 25 5D xoB
RO�iD
it
{ f
(APPRX)
IGRWRADIUS /j� 7
✓ EXISTING
1 DRIVEWAY
f TO BE f REPOSED WA ER LINE
fr' AT LE IT IOFT
� FROM ANY S ER
�. CdMPONENT
s / r STORMWAT
POPE WIT
/ e BOTTOM OF
/ NATURALS
`"\ .,;,:,�' ..,.�.„.„ TAPPRXA '}
_m �. » .,,,. . „ m.
/
1s /t 10'DRAT IELD
� IDSETBACK
E IPE
-EXISTING
/ +tax
TREE
EXISTING IM ,; Y —EXISTING
RE -�;,+ UTILITY PBL
SERVE
�'S, BRAINFI£LD
+� VALVE
CONTROL BOX.. z .. /
a , 11#rt F
GAL j
2`DIA PVC' T : , s . .
LINE.ENCASE WITH
LARGER DOA PV L`WITHOI Y ,T) _
OF IQ,R PIPE. ,.
p `. PROPOSED,
100 FA SETB OM DWELLI ',l
PP RING
SnOu GAL
_r ao CHAMB t.
"W:.' .. .�,� 100' WELL
RADWS
+r APPROXIMATE
EXISTING A ROXIMATE MFHW
WELL _/'\ T OF
lr SLOPE 7 ,>
J
F
�' PICKERING PASSAGE
CLS I) PROJECT 'OW ERf LOCATIOtsh..
SEPTIC SYSTEM DESIGN
,
+'^ y DEAN £LLIOT
/'<>
SOIL LOGS 310-756-3970
E ISLAND VIEW ROAD
PARCEL 22122-43-00080
MASON COUNTY. WASHINGTON
TPI (G-48h GRAVELLY SANDY LOAN,TYPE 4 ENGINEERF
i3D�Sy� ENVIROTECH ENGINEERING
rMOTTLING-2 104!,MOO B 38° PO BOX 984
r
BELFAIR, WASHINGTON 98528
r w4 tLb� }T'2 O(0 48ys�,'GAAVEELY�'SANDY LOAM,TYPE 4 360-275-9374
SITE PLAN
Nam/M NamDM JELL-I o t 1 Parcel# 22 22122 Ll OOOO BLD# ....
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code,Title 14, Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface'.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
'-Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete This Table
Surface Type Length X Width = Area #All dimensions in feet
Buildings X
X Measurements for buildings are taken at the
X perimeter of the farthest projections(example:
eaves/gutters)
X _
Driveways 5i'1 I , _
X = Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X
X = If the total impervious area of the proposed site
X development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area(sum of all areas) 1
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet,please read,acknowledge and sign below.
I
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
�_ Owner/ gent/Contractor(circle one)Date: 2,
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
Name Parcel# BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website:
http//www.co,mason.waus/code/commissioners/index.h1rn
Please follow the links to "Title 14, Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document
entitled"Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in
their entirety AND no part of.the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at:
Phone:(360)-427-9670 EXT.450
Mail:P 0 Box 1850, Shelton WA 98584
Physical:415 N 6th St, Shelton WA 98584
If this development has,or will have,a septic/drainfield system you may need to contact Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or
any other,parcel.You may also wish to consult with the septic design professional involved with the project.Mason
County Division of Environmental Health can be reached at:
Phone: (360)-427-9670 EXT. 352
Mail: P 0 Box 1666,Shelton WA 98584
Physical: 426 W Cedar St, Shelton WA 98584
A condition will be added to the building permit that states,in part,that all conditions the stormwater site plan will be met
prior to a request for final inspection of the building permit.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner, owner's legal representative,or the contractor.I
further acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X Owner/Agent'Contractor(circle one)Date:
Page 2 of 2
ACCESS & GRADE INSPECTION BLD tT
ADDRESS: , l "
INSPECTOR: t) DATE OF INSPECTION: `
FIRE SPRINKLER LER REQUIRED? (circle) TO YES
IF fire sprinkler required, was notification letter mailed? DATE MAILED:
DRIVEWAY ACCESS
need post at access of driveway with reflective address numbers
Length: (1 Width:
Surface:
Size of turn-around:
Condition of shoulders:
Vertical clearance:
GRADE OF DRIVEWAY __ _ °fa, OF ROAD
ROAD ACCESS
Length: Width: Surface:
Condition of Shoulders:
Vertical clearance:
( BURN PERMIT QI:17[RED FOR LAND CLEARING FIRE.
LOT INSIDE UGA—NO OUTDOOR BURNING PERMITTED,
LOT TOO SMALL FOR. BURN PERMITS 4 X 4 FIRES
3F -S
PASSED ( } FAILED ( } ON HOLD (
REMARKS:
° ' �
a`" f r
Mark Anderson
From: Mark Anderson
Sent: Thursday, March 24,2016 9:20 AM
To: Jerry Kierig
Subject: 15074 PA- Elliott
Jerry,
On the Elliott Job,we used STHD 10 Hold downs. It is our understanding that the contractor would rather use a standard
hold down. In this case, use Simpson HDU 4 in lieu of the STHD 10 called out on the plans.
Sincerely,
Please note our new address as of 2/29/2016:
AndersonChase, PS,Inc
5726 100th Street SW, Suite 200
Lakewood,WA 98499
Mark A Anderson PE,SE
Our phone number remains the same:
(o)253-212-2310
1
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Ho/downs&Tension Ties ciiJ "
III rr
en
This product is preferable to similar connectors because of W—►)
} a)Basler installation,b)higher loads,cJ lower installed cost,
or a combination of these features.
t, HDU holdowns are pre-deflected during the manufacturing p
process,virtually eliminating deflection under load due to material PdotHat'sto, 6
stretch.They use Simpson Strong-Tien`Strong-Drive'SDS Heavy-Duty po $ a sa
Connector screws which install easily,reduce fastener sip and provide rat a
n :eptlf If Q ,n 74
a greater net section when compared to bolts. n °
°a The HDU series of holdowns are designed to replace previous versions r of the product such as PHDs as well as bolted holdowns.The HDU2,4 1 ({ p
and 5 are direct replacements for the PHD2 5 and 6 respectively HDU C 1
f. 011 t its Ian lies air ur a n-d ft v I rm r r-c'li h 'in pylir',ii r C US.Patent
on s!nut:3x no,', i t fIn"CU it s i lsl iii,d iitn Iic,I it Siran ,9 r 6112,495;
5,979,130
rt,Ort II `5r 21 I' I I1 l,�lil�tI Ir� r in hl�Ili 11 r I i,lh � ��
ins I,' ll I llii' S: ,i, IIrik",S i5 cl T) J'1 enr[ti J I 5 I 50 DTT2Z
(included). lot,[ii'l 'iolila,r ii,s In'!,,,I,t,n i'rani(Iai i..; iii..iiai,7tr
n_.ar t II an[I pi r rhtive of rr.rl ,',III paiirf, In JOll ,nn pro , ,t6,te €?I I IZ
ccii+l t appl it auntie(see page 209 for deck applications) t vertical
For more information on holdown options,contact Simpson Stron -TIP woo', h; wood
p p g Member
atehy member Thickness
HDU SPECIAL FEATURES: nesigner thickness
ti r i.�fln.°rn t en uric virtually eliminate deflection due to material stretch. a —studs(Posr
•Uses Strong-Drive SDS Heavy-Duty Connector screws which
install easily,reduce fastener slip,and provide a greater net Presarvaiiva- Threaded '.
section area of the pest compared to bolts, treated barrier
p pmaybe
Strong-DriveSOS Heavy-Duty Connector screws are supplied required•with the holdowns to ensure proper fasteners are used.
,f
•No stud bolts to countersink at openings. Raw
MATERIAL:See table
FINISH:HDU—Galvanized;111112 amt DTT2Z—ZMAXe coating, f,�"
DTT2SS—stainless steel f r blocking
INSTALLATION: .See General Notes on page 45- ' Ty"
The HDU requires no additional washer,the OTT requires a Ha pical Tie
standard cut washer(included with DTT2Z)be installed Vertical HDU Installation Between
between the nut and the seat. ° Floors
•Strong-Drive SDS Heavy-Duty Connector screws install best
with a low speed high torque drill with a 5k'hex head driver.
CODES:See page 12 for Code Reference Key Chart. '-w, Horizontal HDU
Offset Installation
(Plan View)
These products are available with additional corrosion protection.
Additionalproducts on this page n also be available tenth this not chow,
„
ntY not shmvn
option,check with Simpson Strong-Tie for details.
Dimensions Fasteners Minimum Allowable Tension Loads
Model in. Wood 160 Code
Ga Past Anchor Member Deflection at Ref.
No. W H B SO Bolt h Thickness DF/SP SPF/HF Allowable Load
{In.l iiasten,.rs (in.) (in.)• lilt_ _
8 SDS'/,"x1Yz 1½ 1825 1800 0.105•
QTT2Z 14 3'/r 6's/in 15/a '/ 35 '/z 8 SDSYa"x1'/Z" 3 2145 1835 0.128
• DTT2Z-SDS2.5 8-SDS Y'x2'/z h 3 2145 2105 0.128
• HDU2-SDS2.5 14 3 8"1. 3/ 151. 1 1/a la 6-SDS'ln"x2 � 3 3075 2215 0.088
HDU4 Sm5 14 3 10/nv $'f 1l. 1'/e sla 10—SDS'/a"x2'/z 3 4565 3285 0.114
L8F5
• HDU5-SDS2.5 14 3 133/s 3/I 1'/is We '/s 14-SDS%a"x2''/ 3 5645 4065 0.11516 w
,• 3 ,ntt:=. 0.084
HDU8-SDS2.5 10 3 1614 3'le 114 1'Gz 'Se 20-SDS'/n"x2'/z" 3't 6970 j 5020 0.116
4%z 7870 I 5665 0.113
• HDU11-SOS2.5 10 3 221/ 3'/v 1% 1'/z 1 30-SDS'/.1"X2'/> 5"/1 9535 6865 0137
_._.._..
7Ai 11175 T 8045 0.137
4x63.1 10770 T 7755 0,122 170
• HDU14 SD52.5 7 3 25"/. 3'/e 1%o 1�% 1 36-SDS'fn"x2'11° 7'/3 1,1,1. I 10435 0.177 16,L8,
5Yzi:a 14445 10350 0.177 F5
2 Noted H0U14 allowable loads are based one 5'/ wide post(6x6 min.).
3. requires heavy hex anchor nut to achieve tabulated loads(supplied with tinldown).
46 4,Loads are applicable to installation on either narrow or wide face of post,
UPDATED 03,'27/15
Holdowns&Tension Ties
+ 1
err
Hoidowns and tension ties represent key components that comprise a continuous load Shear from
path.In light-frame construction,holdowns are typically used to resist uplift due to maphragm
shearwall overturning or wind uplift forces.In panelized roof construction,hoedowns
are used to anchor the concrete or masonry wails to the roof framing. comp ession Tension
in collector in collector. p
Holdowns can be separated into two categories—post-installed or cast-in-place.
Cast-in-place holdowns,such as the STHD holdowns or the PA purlin anchors are
installed at the time of concrete placement and attached to wood framing with nails.
Cast-in-place holdowns are an economical anchorage solution with capacities up to 5,300 lbs. Force
applied by.,,
After the concrete has been placed,post-installed holdowns are attached to anchor bolts sheathmp
during wall framing.They are attached to the wood framing with nails,Simpson Strong-Tie° nails
Strong-Drive°SOS Heavy-Duty Connector screws or bolts and have capacities ranging
from about 2000 lbs,tip to nearly 20,000 lies, Hight
Holdown and Tension Tie General Notes: Length
Allowable loads have been increased for earthquake or wind load durations with no the
further increase allowed.Reduce where other loads govern.
i!l:.11ifly Scip is awl Wad ASH load values by and h6,respeulihrel,r,to ubta.0
LRI D load cnpacitiau e
Use all specified fasteners. i 5h ear
,.—005lrainl
The Designer must specify anchor bolt type,length and embedment, f t saris
or
See pages 33-37 for SB and SSTB anchor bolts and page 38 for PAB anchor bolts.
Anchor bolt nut should be finger tight plus Va to!9a turn with a hand wrench,with overturning — - compression
consideration given to possible future wood shrinkage.Care should be taken not to uplift post restraint(ci
restrainC IT)
over-tighten the nut.Impact wrenches should not be used. Idealized Force Diagram on
Post or beam design by Specifier.Tabulated loads are based on a minimum 3't" Full-Height Shearwall Segment
wide post(in a 3)/c"wall),unless noted otherwise.Posts may consist of multiple
members provided they are connected independently of the holdown fasteners.
See pages 245-246 for common post allowable loads.
a Holdowns are for use in vertical or horizontal applications.
Tension values are valid for holdowns installed flush or raised off the sill plate:
• Deflection at Allowable Tension Load is determined by testing on wood posts
and includes fastener slip,holdown deformation and anchor rod elongation for
holdowns installed 6"above top of concrete(4'72"for HTT).
Holdowns maybe installed raised up to 18"above the top of concrete with no load
reduction provided that additional elongation of the anchor rod is accounted for,
• Tabulated loads for bolted holdowns maybe doubled when holdowns are installed
on opposite sides o₹the wood member.Designer must evaluate the capacity of ,•
the wood member and the anchorage,
eu: emhodded x.S Jroa,th Threaded Rad
- Tabulated loads for nailed or screwed holdowns maybe doubled when holdowns Holdown ThreadedAnchor i wnneearingPlate
are installed on opposite sides of the wood member.Member must be thick enough
to prevent opposing hoidown fastener interference or the holdowns are offset to Methods of Providing Overturning Restraint
6 eliminate fastener interference,Designer must evaluate the capacity of the wood
member and the anchorage.See pages 245-246 for common post allowable loads.
• Structural composite lumber columns have sides that either show the wide face or
the edges of the lumber strands/veneers known as the narrow face,Values in the
tables reflect installation into the wide face.See Technical Bulletin T-C-SCLCLM for orcadl caftan°`i}
505
load reductions due to narrow face installations.
W
Studs
Holdown Holdown Plan View
jj
Bearing
Hanger not shown Hoid bank as
Plate ' purlin hangeSo rs
id
¢... for clarity panes hangers
Hoot
Bolted
e f
Rod ti sheathing Holdni9ri
18M ax
Coupler
Top of— Sill
concrete plate Ha im Fortin
1.5"Max,
° Horizontal HTT Installation
Girder
Elevation View
Holdown Raised Oft Sill Plate Purlin-to-Purlin Cross-Tie Detail 45
kIPOATED fIB/Of/fS
DEPARTMENT OF COMMUNTY DEVELOPMENT
I
MASON COUNTY
Permit Assistance Center
SHELTON (360) 427-9670 BELFAIR (360) 275-4467 Elma (360) 482-5269
FA x: (360) 427-7798 WEB SITE: www.co.mason.wa.us
P.O. Box 279, SHELTON 98584
2012 International Energy Conservation Code, as amended by WAC 51-11 (IECC)
Effective July 1, 2013.
Ventilation code provisions are located in the 2012 International Residential Code (IRC),
2012 international Mechanical Code (IMC), &2012 international Building Code
A complete energy code application form will include information that clearly identifies compliance methods for
heat sizing, thermal envelope, and whole-house ventilation. This form includes compliance instructions and
information needed. Energy code compliance information, forms, worksheets, and educational information is also
available on the Washington State University Extension Energy Program (WSU-EP) website. To access the
website go to http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode/2012EnergyCode.aspx).
The website includes a heat system sizing calculator. Submit a completed heat sizing calculator worksheet when
the building permit is submitted. In addition to the heat sizing calculator the website has helpful compliance
information and worksheets for prescriptive and component performance options along with a glazing schedule.
INSTRUCTIONS: Complete the Mason County Energy Code application and submit with a heat sizing calculator
available on the WSU-EP website, see item#4 below:
1 Identify the compliance method. The most common and simplest approach is the prescriptive method for
energy code compliance. See prescriptive table R402.1.1 located at the end of the instructions. The
component performance approach referenced in IECC Section R402.1.4 may also be used for energy
code compliance. For more information contact Mason County building department staff at(360)427-
9670 ext. 352 or WSU Energy Program at (360) 956-2042.
2 Identify the whole-house ventilation compliance method. A ventilation system shall be installed in
accordance with The International Residential Code, Section M1507. The most common ventilation
methods include a whole-house ventilation system using exhaust fans (M1507.3.4) and a whole-house
ventilation system integrated with a forced-air system (Ml 507.35). Other ventilation systems include
whole-house ventilation system using a supply fan (Ml507.3.6) and whole-house ventilation system
using a heat-recovery ventilation system (M1507.3.7). If you need additional information we recommend
that you discuss with your heating and ventilation system professional. In addition Mason County staff
will be happy to discuss the options if you are not sure which compliance option will work for you.
3 Identify the Additional Energy Efficiency Requirements listed in Table R406.2. The drawings included
with the building permit application shall identify which options have been selected and the point value of
each option. Each one and two-family dwelling unit and townhouses are required to achieve the
following minimum number of credits:
a) Small dwelling units less than 1500 sq. feet of heated or cooled area and less than 300 sq. ft
fenestration area (skylights, doors, windows, etc), or additions to an existing building that is less
than 750 sq. ft. of heated area. — 0.5 points
b) Medium dwelling units not included in a) above {small dwelling}, OR c) below{large dwelling}— 1.5
points
c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor area.—2.5
points.
4 Provide a completed heating/cooling system size worksheet to verify compliance to IECC 8403.6. The
calculator/worksheet is available on the WSU-Energy Program website at:
http://www.energy.wsu.edu/BuildingEfficiency/EnergyCode/2O 12EnergyCode.aspx. Staff can also assist
with preparation of the worksheet.
5 To meet the prescriptive option all fenestration products shall comply with the required U-factor listed in
Table 8402.1.4. Windows, doors, and glazed doors shall have a tested U-factor or_30 or less. When
using the small dwelling option for energy credits (a) or component performance approach provide a
fenestration schedule that identifies the square feet and U-factor of each item, Fenestration is defined in
the IECC as skylights, roof windows, vertical windows, opaque doors, glazed-doors that include products
with glass and non-glass glazing materials.
6 Identify the location and fuel type of the heating system, water heater, location of exhaust fans
(bathroom, laundry, kitchen, etc.) and R-factor of proposed insulation for walls, floors, ceilings, and
concrete slab floors on the building plans.
7 Not less than 75% of all permanently installed lamps in lighting fixtures shall be high efficacy lamps.
High efficacy lamps are defined in IECC Chapter 2 and are considered compact fluorescent lamps,T-8
or smaller diameter linear fluorescent lamps, or lamps with a minimum efficacy 40 lumens per watt for
lamps 15 watts or less, 50 lumens per watt for lamps over 15 watts to 40 watts, and 60 lumens per watt
for lamps over 40 watts.
Questions? Call Mason County Community Development at(360)427-9670 ext. 352. WSEC compliance
information and code text is also available on the WSU-Energy Program website at:
http://www.energy.wsu.edu/Bui/din gEfficiency/EnergyCode/2O f 2EnergyCode.aspx.
prescriptive Requirements 0,1 for Mason County
Climate Zone 4-C, Table 8402.1,1
Fenestration
Glazing U-factor
Area% Vaulted AWale Wall Slab don
Option of Floor Vertical Skylight Ceiling Ceiling' ove Glade int c below grade Floor Grade
(Includes doors,
windows,.etc.
R-21 10/15121 int R 30 R 1
4C Unlimited .30 .50 R-49 R-38 int k,l TB
0
Visit the WSU Energy Program website at:
http://www.enerqy.wsu edu/BuildingEfficiency/EnergyCode/2012EnergyCode,aspx or call (360)427-9670 ext. 352
for footnote information. Log & solid timber wall with a min. avg. thickness of 3.5" are exempt from the above
grade wall insulation requirements.
MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT,.
WSEC/Ventilation Code Compliance Application '.
Submit with heating/cooling system size worksheet (see instructions ,,
Owner: Parcel#: Type of project:
LUt (
Total Sq. Ft. 15 Floor: 2 floor: Heated Basement:
of heated area:: �
Heating System Type: O Electric wall heater O Electric Central Furnace O LPG Furnace
O Heat Pump with electric furnace O Heat pump with gas furnace • Ductless Heat Pump
O Boiler, specify fuel type: O Other: Specify:
Prescriptive Option Table R402.1.1
Compliance Method a Component Performance, R402.1.3 — Calculation worksheets required
Check one::
O Other (Specify):
Check one • Whole House Ventilation system o Whole House Ventilation t Other,
Ventilation using exhaust fans&window or Integrated with a Forced Air describe:
System wall fresh air vents(M1507.3.4) System (M1507.3.5)
Referencing Table R406.2, "Additional Residential Energy Efficiency Requirements,"all residential units
must develop credits as specified in Table 406.2. Identify and describe which option(s)will be used to
comply. If the table is not attached to this form you can access the table on our website at:
httii//www.co.mason wa us/forms/Community Dev/index.php.
Additional
Energy a) Description: Small dwelling units with less than 1500 sq.feet of heated or cooled
Efficiency space and less than 300 sq. ft fenestration (see definition below) car additions to an
Requirements existing building that is less than 750 sq. ft. of heated area. To use this option
complete a window schedule in order to verify that the fenestration area does not
Energy credits
exceed 300 sq. ft. Fenestration is defined in the IECC as skylights, roof windows,
required: vertical windows, opaque doors, glazed-doors that include products with glass and
non-glass glazing materials. —0.5 points
}
b) Medium dwelling units not includes in a) above, or b) below— 1.5 points
c) Large dwelling unit is a dwelling unit that exceeds 5000 sq. ft. of heated or cooled floor
area. 2.5 points.
Describe Energy Credit Option(s):
Using Option number(s):
FENESTRA1]ON1SCHEDULE
USE FOR ENERGY CREDIT, a) SMALL DWELLING OPTION & COMPONENT PERFORMANCE COMPLIANCE
List all windows, doors, skylights. (if needed, attach an additional sheet)
'Fenestration is defined in IECC Chapter 2 as skylights, roof windows, vertical windows, opaque doors, glazed-doors that
include products with glass and non-glass glazing materials.
Manufacturer Location U-Factor Size Quantity Total
(rough opening)
Square Feet
tt s
v
Total Fenestration: windows, skylights and door area
WASHINGTON
STATE ENERGY CODE, RESIDENTIAL PROVISIONS
TABLE 4062
ENERGY CREDITS(DEBITS)
OPTION DESCRIPTION CREDIT(S)
l a EFFICIENT BUILDING ENVELOPE la: 0.5
Prescriptive compliance is based on Table 8402.1.1 with the following modifications:
Fenestration U.=0.28
Floor R-38
Slab on grade R-10 perimeter and under entire slab
Below grade slab R-10 perimeter and under entire slab
or
Compliance based on Section R402.1.4: Reduce the Total UA by 5%
lb EFFICIENT BUILDING ENVELOPE lb: 1.0
Prescriptive compliance is based on Table 8402.1.1 with the following modifications:
Fenestration U:0.25
Wall R-21 plus R-4
Floor R-38
Basement wall R-21 int plus R-5 ci
Slab on grade R-10 perimeter and under entire slab
Below grade slab R-10 perimeter and under entire slab
or
Compliance based on Section R402.1.4: Reduce the Total UA b
15%.__
I c EFFICIENT BUILDING ENVELOPE I c: 2.0
Prescriptive compliance is based on Table R402.1.1 with the following modifications:
Fenestration U.0.22
Ceiling and single-rafter or joist-vaulted R-49 advanced
Wood frame wall R-21 int plus R-12 ci
Floor R-38
Basement wall R-21 int plus R-12 ci
Slab on grade R-10 perimeter and under entire slab
Below grade slab R-10 perimeter and under entire slab
or
Compliance based on Section R402.1.4: Reduce the Total UA b1 30%.
2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5
Compliance based on 8402.4:1:2: Reduce the tested air leakage to 4.0 air changes per
hour maximum
and
All whole house ventilation requirements as determined by Section M1507.3 of the
International Residential Code shall be met with a high efficiency fan(maximum 0.35
wattslcf n),not interlocked with the furnace fan ventilation systems using a furnace
including an ECM motor are allowed,provided that they are controlled to operate at
low speed in ventilation only mode.
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the option being selected and shall specify the
maximum tested building air leakage and shall show the heat recovery ventilation
system.
2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: L0
Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air
changes per hour maximum
and
All whole house ventilation requirements as determined by Section M1507.3 of the
International Residential Code shall be met with a heat recovery ventilation system
with minimum sensible heat recovery efficiency of 0.70.
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the maximum tested building air leakage and shall
show the heat recove ventilation system.stem.
2c AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2c: 1.5
Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1.5 air
changes per hour maximum
and
All whole house ventilation requirements as determined by Section M1507.3 of the
International Residential Code shall be met with a heat recovery ventilation system
with minimum sensible heat recovery efficiency of 0.85.
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the maximum tested building air leakage and shall
show the heat recove ventilation system.
3a HIGH EFFICIENCY HVAC EQUIPMENT 3a: 0.5
Gas,propane or oil-fired furnace with minimum AFUE of 95%
To qualify to claim this credit;the building permit drawings shall specify the option
being selected and shall specify the heating equipment type and the minimum
equipment efficiency.
3b HIGH EFFICIENCY HVAC EQUIPMENT 3b: 1.0
Air-source heat pump with minimum HSPF of 8.5
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the heating equipment type and the minimum
equipment efficiency.
3c HIGH EFFICIENCY HVAC EQUIPMENT 3c: 2.0
Closed-loop ground source heat pump:with a minimum COP of 3.3
or
Open loop water source heat pump with a maximum pumping hydraulic head of 150
feet and minimum COP of 3.6
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the heating equipment type and the minimum
equipment efficiency.
3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0
DUCTLESS SPLIT SYSTEM HEAT PUMPS,ZONAL CONTROL:
In homes where the primary space heating system is zonal electric heating,a ductless
heat pump system shall be installed and provide heating to at least one zone of the
housing unit.
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the beating equipment type and the minimum
equipment efficiency.
4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM:a 1:0
All heating and cooling system components installed inside the conditioned space.All
combustion equipment shall be direct vent or sealed combustion.
Locating system components in conditioned crawl spaces is not permitted under this
option.
Electric resistance heat is not permitted under this option.
Direct combustion heating equipment with AFUE less than 80%is not permitted
under this option.
To quality to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the heating equipment type and shall show the
location of the heating and cooling equipment and all the ductwork.
5a EFFICIENT WATER HEATING 5a: 0.5
Water heating system shall include one of the following:
Gas,propane or oil water heater with a minimum EF of 0.62
or
Electric water heater with a minimum EF of 0.93.
and for both cases
All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75
GPM or less.All other lavatory faucets shall be rated at 1.0 GPM or less.
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the water heater equipment type and the minimum
equipment efficiency and shall specify the maximum flow rates for all showerheads,
kitchen sink faucets,and other lavatory faucets.
db EFFICIENT WATER HEATING 5b: 1.5
Water heating system shall include one of the following:
Gas,propane or oil water heater with a minimum EF of 0.82
or
Solar water heating supplementing a minimum standard water heater.Solar water
heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the
Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300
Certified Solar Water Heating Systems
or
Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards
of NEEA's Northern Climate Specifications for Heat Pump Water Heaters
or
Water heater heated by ground source heat pump meeting the requirements of Option
3c.
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall specify the water heater equipment type and the minimum
equipment efficiency and,for solar water heating systems,the calculation of the
minimum energy savings.
6 RENEWABLE ELECTRIC ENERGY: 0.5
For each 1200 kWh of electrical generation provided annually by on-site wind or solar
equipment a 0.5 credit,shall be allowed,up to 3 credits.Generation shall be calculated
as follows:
For solar electric systems,the design shall be demonstrated to meet this requirement
using the National Renewable Energy Laboratory calculator PVWATTs.
Documentation noting solar access shall be included on the plans.
For wind generation projects designs shall document annual power generation based
on the following factors:
The wind turbine power curve;average annual wind speed at the site;frequency
distribution of the wind speed at the site and height of the tower.
To qualify to claim this credit,the building permit drawings shall specify the option
being selected and shall show the photovoltaic or wind turbine equipment type,
provide documentation of solar and wind access,and include a calculation of the
minimum annual energy power production.
a. Interior Duct Placement.Ducts included as Option 4 of Table R406.2 shall be placed wholly within the heated
envelope of the housing unit.The placement shall be inspected and certified to receive the credits associated with this
option.
Exception: Ducts complying with this section may have up to 5%of the total linear feet of ducts located in the
exterior cavities or buffer spaces of the dwelling.If this exception is used the ducts will be tested to the following
standards:
Post-construction test: Leakage to outdoors shall be less than or equal to 1 CFM per 100 ft2 of conditioned floor
area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the
manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test.
b. Plumbing Fixtures Flow Ratings.Low flow plumbing fixtures(water closets and urinals)and fittings(faucets and
showerheads)shall comply with the following requirements:
L. Residential bathroom lavatory sink faucets: Maximum flow rate-3.8 L/min(1.0 gal/min)when tested in
accordance with ASME Al12.18,l/CSA B125.1.
2. Residential kitchen faucets: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with
ASME Al 12.18.1/CSA B125.1.
3. Residential showerheads: Maximum flow rate-6.6 L/min(1.75 gal/min)when tested in accordance with ASME
All 2.18.1/CSA B1.25.1.