HomeMy WebLinkAboutBLD2005-00347 - BLD Permit / Conditions - 4/25/2005 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
Mason County Bldg. 3 426 W. Cedar P.O. Box 186
Shelton,WA 98584
lot
RESIDENTIAL BUILDING PERMIT BLD2005-00347
OWNER: JOHN BROADDUS RECEIVED: 3/3/2005
CONTRACTOR: HILINE HOMES 253-807-1849 LICENSE: HILINH*983BD EXP:2/10/2006 ISSUED: 4/25/2005
SITE ADDRESS: 1440 E TIMBER TIDES DR UNION EXPIRES: 10/25/2005
PARCEL NUMBER: 3223517900200
LEGAL DESCRIPTION: TR 20 OF SURVEY VOL 1 PGS 210-213
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
NEW SFR, STOCK PLAN #2003-0002 South Shore to Timber Tides Drive, to top, 1 mile, left at T, to dead end,
property on right hand side, lot 20, easement driveway
General Information Construction &Occupancy Information Square Footage Information
No.of Bedrooms: 3 Type of Constr.: V-B
Type of Use: SF Insp.Area: No.of Bathrooms: 3 Occ. Group: R-3, U Lot Size: Deck:
Type of Work: NEW Fire Dist.: 6 No. of Stories: 2 Occ. Load: Building:2,776 Garage-Attached 624
Valuation: Building Height: Occ. Status: Primary Basement: Cov.Porch 228
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: E 184.0 Ft. Shoreline: Ft. Water Body:
Rear: W 85.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: S 356.0 Ft. Shoreline Desig.: Not Applicable
Year: Serial No.: Side 2: N 230.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Hosebibs 2 Exhaust Hood 1 Plan Check Fee CMH 3/3/2005 $314.11 B12005
Kitchen Sink 1 Furnace<100K 1 Planning Review Fee CMH 3/3/2005 $155.00 B12005
Lavatories 3 Ventilation Fan 4 Address Fee GMM 3/7/2005 $140.00 S22005
Lavatories 1 Heat Pump 1 Building State Fee LDK 3/15/2005 $4.50 S22005
Water Closets (Toilets) 3 Dryer Vent 1 Building Permit Fee LDK 3/15/200$1,570.55 S22005
Water Heaters 1 Mechanical Fee LDK 3/15/2005 $72.35 S22005
Bath Tubs 2 Mechanical Base Fee LDK 3/15/2005 $23.50 522005
Bath Tubs 1 Plumbing Base Fee LDK 3/15/2005 $20.00 S22005
Clothes Washer 1 Plumbing Fee LDK 3/15/2005 $96.00 S22005
EH Plan Review CEW 4/21/2005 $75.00 522005
Total $2,471.01
BLD2005-00347 Please referto the following pages for conditions of this permit. 1 of 4
CASE NOTES FOR
BLD2005-00347
CONDITIONS FOR
BLD2005-00347
1) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800- 982. e p�his condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X
2) T internationnl code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved
access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where
such roads ec h a c n aintained public road or to another fire apparatus access road which connects to a county maintained public road.
3) visions for surface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact
adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the
stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further
information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access
connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which
is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may
affect your project.
X
4) Approved�n ' ns and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X
5) All ap oved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will
not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Department pr t ny further inspections being performed or approvals granted.
X
6) In actor ante with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that
require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the
access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background.
Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted
by the jurisdiction andAhe international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting
inspections.
X
BLD2005-00347 Please referto the following pages for conditions of this permit. 2 of 4
7) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
8) The"approved"site plan is required to be on-site for inspection purposes. If an inspection is requested and the"approved"site plan is not on site, then
approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Building De rt nt prior to any further inspections being performed or approvals granted.
X
9) Was . ton State Energy Code Compliance has been approved using the following:
Heat Type: Electric or other fuels, Compliance Method: IV, Window(Max U-Factor):0.40, Skylight(Max U-Factor):0.58,
Doors (Type/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38,Vault Insulation R-30, Slab Insulation R-10.
X
10) Own / alder assumes all responsibility if drainfield/reserve area is encumbered. X
11) Stock Plan Identification number:
This project is approved subject to the provisions identified the Mason County Stock Plan Policy. The site plan approved by the Planning Department,
original building plans, and all attachments approved by the Mason County Building Department shall be available for the Mason County Building
Inspector at eac a red inspection.
X
12) Concrete u for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other
vertical co6 Crete wo k exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2).
X
13) All constru on must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the
State of Washington Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
permit revocati
X
14) Any changrnproposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Departmenconstruction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If docu nts are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
charged an be collected by the Building Department prior to any further inspections being performed or approvals granted.
X
15) Provision rforrface/subsurface drainage control must be implemented with new construction or development on site and MUST NOT adversely impact
adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the
stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further
information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access
connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which
is proposed to be located with' 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may
affect your project.
X
BLD2005-00347 Please referto the following pages for conditions of this permit. 3 of 4
16) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or re la must be reviewed and approved by Mason County prior to construction.
X
17) All prope nes shall be clearly identified at the time of foundation inspection. X
18) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure
to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
Mason Count finances and building regulations.
X
19) All permi expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder have prev ed action from being taken. No more than one extension may be granted.
X
20) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connectors, an ashing. Install metal connectors approved for contact with the new types of pressure treated material.
X
This permit becomes null and void if work or construction authorized is not commenced within 180 days,or if construction or work is suspended for a period of 180 days at any time after work is
commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be occupied.Proof of continuation of
work is by means of a progress inspection.The owneror the agent on the owners behalf,represents that the information provided is accurate and grants employees of Mason County access to
the above described property and structure for review and inspectio
41,
OWNERORAGENT: DATE:
BLD2005-00347 Please refer to the following pages for conditions of this permit. 4 of 4
FORM MUST BE COMPLETED IN INK PERMIT NO : BLD �
PLEASE PRESS HARD MASON COUNTY
BUILDING PERMIT APPLICATION
VO 426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton(360)427-9670 Belfair 360 2754467 Elma 360 482-5269 Seattle 206 464-6968
q,PI97_,IGANT RMATION CONTRACTOR INFORMATIO
wner _ Contractor Name 0
Mailif)Ig dcf:PS _ Mailing Address 2"�
/ Cily tale Zip Code City `ram State �1 _ Zip Code
Phen Other Ph. '? Ph.( 2S2S )9 Other Ph )
Lien;Zrtfe Holder Contractor Reg. # NIUtj 1
Address D q t u e xpiration�_/_ _7 p _
SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer
Syslern__Name of Sewer System pf/r Well-4Water System Name of
x Water System 41 -
PARCEL INFORMATION-12 digit Tax Parcel No. �02 _ /_ _/ p p Fire District
Legal Description
Site Address(Please include street name, street number and city) x
Directions to site
1rVi11 it
be. cut and sold in parcel preparation? (Ye N° A/
Is your propeily within 200' of the following: Body of Water (Name) Saltwater
Lake _ _ River/Creek Pond Wetland Seasonal Runoff Stream Slopes or
Bluffs
PERMANENT RESIDENC SEASONAL RESIDENCE❑
TYPE OF JOB New X Add Alt Repair Other Use of Building
Describe Work v,o F- 1
>< No. of Eediooms_3_No. of 6a rooms—�3 SQUARE FOOTAGE-1st Floor 2nd Floor
31d Floor Lott Basement Deck Other sq ft.
Garage Attached Detached Carport Attached Detached
MOBILE HOME INF RM TION-Make Mcdel Model Year
Length_ i th Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit ?(Yes/No)
Instal;er Name Certification No.
i
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,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 of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the 'CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a
Contractor Registration Law RCW 18 27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in cantor nce therew h. No changes shall be made without
approval � first obtaini r
Date
FOR F C:IAL USE BEYOND THIS POINT
Acc,ep!cd by Date Submittal Amount Due Receipt No.
DEPARTMENTAL REVIEW APPRovED .: DENIED CONDITION CODES
Building Dep rtrneni '`
Occ Gro I �'� Type Constr.�l"5 fi/< L9 Planning Department ;
Environmental Health Department j
J I
Public Works Department i
Fire Marshal i
i
Valuation $
FEES
Building Permit Fee i Site Inspection
i
Plan Review Fee EH Review Fee
I
Plumbing & Base Fee Planning Review Fee
Mechanical& Base Fee Cther
Wood/Gas/Pellet Stove Fee i State Fee
Violation Fee Pre-Paid at Submittal ( )
Tr)TAl FFFC
FORM MUST BE COMPLETED IN INK PERMIT NO.: _
PLEASE PRESS HARD MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W.Cedar/P.O. Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair 360)275-4467 Elma (360)482-5269 Seattle(206)464-6968
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner I� Contractor Name NILINF 90MES
Mailing Address ell Mailing ddress 11
City' State �fiZip Code City �I)YALLU State W Zip Code
Phone Other Ph. C U h.( 233 )_940—ISgg Other Ph.(
Lien/Title Holder Contractor Reg. # N I LI N FI g 8 1
Address P✓G e Expiration II / o-7 / o5
SEPTIC INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Nalne o
Sewer System
PARCEL INFORMATION - 12 digit Tax Parcel No. Fire District
Legal Description
Site Address (Please include street name, street number and city)
Directions to site
i
Is your property within 200'of the following: Body of Water (Name) Saltwater
Lake River/Creek Pond Wetland Seasonal Runoff Stream
Slopes or Bluffs
TYPE OF JOB New Add Alt Repair Other Use of Building
Location of Fixtures/Units 1st Floor 2nd Floor Basement Garage Closet
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS Fuel Type: Electric
Type of Fixture No.of Fixtures Fees LPG Natural Gas Heatpump
Toilets 5 Type of Unit No. of Units Fees
Bathroom Sink s Furnace /
Bath Tubs L Heatpumps /
Showers I Spot Vent Fan
Water Heater Propane Tank
Clothes Washer / Gas Outlets
Kitchen Sinks ( Wood/Gas/Pellet Stove
Dishwasher i Kitchen Exhaust Hood
Hosebibs Z Dryer Vent
Other Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 190 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,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 of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-1 certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-I certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be don(-in conformance therewith No changes shall be made without
approval. first obtai pr
Date x Date
- -FOR OFFICIAL OFFICIAL USE BEYOND THIS POINT
Accepted by Date Submittal Amount Due Receipt No.
DEPARTMENTALREWEV4 'APPROVED DENIED CONDITION CODES
Building Department Wr—
Occ Group Type Constr. _--_
Planning Department
Other
Other
FEES
Permit Fee Site Inspection
Plan Review Fee UFC Plan Review Fee
Plumbing&Base Fee Other
Mechanical& Base Fee Other
Wood/Gas/Pellet Stove Fee Pre-Paid at Submittal ( )
Violation Fee TOTAL FEES
a ,4peoX V9� Fo e i��.ca aaos-�C3
-Jo Ald 77,40% ,E0A40S
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APPROVED ED� � 230
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MASON COUNTY GCa PLANNING
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SITE PLAN Iz4:-.'QUIRED TO BE ON SITE
CHANGES SUBJECT TO APPROVAL �
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T Footings / Se backs Date /7 r5_ ByU;S�. Ribbons i
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0D ate (o (3 OS Gas Piping Date B y
Foundation Walls Date B y Set-up
INSULATION Date By
B G / Slab Insulation Floors Final
Date By Date ill CK 6L Date By
FRAMIPQ7 Walls FIRE DEPT
Dat ate By Date By
PLUMBING - Attic OTHER
Groundwork Date t 1? 09- B y W Y-
Date By VAT L N G
D.W.V. Date ✓� 'p( OS�By
Date By FINAL NSPECTIO
Water Line Date 3 w
4wb -
Date e By
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4'-I12" 14'-4" _22 2 VJ
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6/Ox6/10 5G0
S.G. 6/Ox4/ HSL
`r 4/Ox3 6 HSL �` �t O
® Z CQUNTRY ■
KITCHEN �
28 - S 1- ;I Lu 36" HT. I MAST
SURFACE WARM WALL W/ 5/8" -- i
`RANGE W/ - in WALL-- — �� I
'S "X" GWB CONT. TO ROOG. F �� HOOD II C24 SUITE
21-82 C' 4,_81,i (�l� 3'_gii Oi 10„ 2" 2" copyright 1999 HILINE HOMES
V
O -_0n / CIA 26
HEAT PUMP AND WATER — ---- - - 24 �_�
HEATER.MIN. 18" ABOVE ER_EF� PAN WIG 24 + 24 '= I 1.0 - W_ co
SLAB AS REQ'D PER IRC I _ 0 OAK o
0 _ ---- =-I F�/1 CRAWL ITUB _ 0 V M o
�0 _' 4 24 - i- /� ACCESS C`� x `r rn
GARAGE 211 D '�-'' Q � MXCo
co), C2A JEL I-- QO z
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FOLID CORE 1-3/8"MIN.----- --� 0 1° n rC°i
WITH WEATHER STRIP= i8 3� 4 -3� _0 7'_5 3 _g' = U n
- DBL. 2x4'5 V) Q m
DRYS AS}H - (5)PLACES T -
NI1�111�G ENT
RY LIVING RM. L
16' x 7' OHD (MTL.NON-I SUL.) 3/0 3/0 , S _ ox =
4'-2416'-0" 4'-24"GENERAL NOTES: 24'-52 6/Ox5/ HSL / x 6/Ox5/ H5L
1.SUB-CONTRACTOR SHALL FOLLOW STATE AND LOCAL CODES COl 2.DO NOT SCALE DRAWINGS. PLEASE NOTIFY BUILDER OF ANY SUSPECTED ERRORS OR OMMI55IONS PRIOR TO PROCEEDING WITH 14'-4" 15'-82" `� z
CONSTRUCTION. ___ O
3.OWNER SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS 4x4 POST- — _ ____ __ - _ __ __ ___—a____ __ _
PRIOR TO COMENCING CONSTRUCTION. Q J
4.UNLES5 NOTED OTHERWISE PLAN DIMENSIONS ARE TO FACE OF
7-0" 14'-0" 12'-0" - 4x4 POST
STUDS FACE OF CONCRETE WALLS,NOMINAL SURFACES OF MASONRY, 2 A -0„ ILL
CENTERLINES OF OPENINGS. 38
5.SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS, AREA SQ. F.T.
THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED
TO PERFORM HIS WORK. FIRST FLOOR.... 1484
6.PROVIDE FIREBLOCKING AT ALL PLUMBING,ELECTRICAL AND ELECTRICAL SECOND FLOOR.... 1292
PENETRATIONS.
7.NO CHANGES SHALL BE MADE WITHOUT THE CONSTENT OF THE TOTAL.... 2776
GENERAL CONTRACTOR AND BUILDING DEPARTMENT. PORCH 228 HILINE HOMES
8. GARAGE DOORS MAY BE RELOCATED TO ANY EXTERIOR WALL WITHOUT GARAGE.... 624 11308 AVENUE
PUYALLUPUP WA,98373
REQUIRING ENGINEERING. (253)840-1849 x.129
9.WHERE REQUIRED,USE 3000 PSI CONCRETE FOR, FOUNDAITON WALLS,
PORCHES,GARAGE SLABS,STEPS,AND ALL OTHER AREAS EXPOSED TO PLAN: 2776
THE WEATHER.PER IRC,TABLE R402.2 DATE: 12/22/04
10.REBAR IS TO BE INSTALLED IN A WAY THAT IT IS NOT WET SET. JOB#: 10370
11. WATER HEATER TO BE INSTALLED PER MANUF. SPECIFICATIONS.STRAP WITHIN
THE UPPER AND LOWER THIRD OF THE TANK PER IRC,CHAPT.12 SECT.M1307
WHEN INSTALLED IN GARAGE WATER HEATER MUST BE MIN. 18" ABOVE SLAB.
INSTALLATION MUST MEET ALL APPLICABLE REQUIREMENTS OF THE IRC.
5 STACK FRAME FIRST L13GARAGE
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9.2" O.CFOR ELECAHVDAC,PO MBTORY FLOORS AND ALL INTERIOR WALLS LEI MAY BE OMMITED FROM THE PLANS WITHOUT REQUIRING ENGINEERING. 1/8 - 1 -0 FLOOR PLAN N o?0'�3 - 7S-00,20 (3COo?AD p03�7
w
2 6 14'-2
'-il" 2'-3 " 4"
3'--14 $ _0 W
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6/Ox4/ HSL 5.G. 6/0 4/0 HSL
III ter = _
3: 1
BEDROOM 2 -'
�9 WALL T yII (I � ^
- j B copyright 1999 HILINE HOMES
BONUS RM. 3,_g� 3'-5�, 16
VAULTED L O BATH ►n
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2 5 _9 t 0t W M
$ M
21'-3u Q 2'-3n Ln 2a 2 _� Q °'
lie" "I"JOISTS m -� ACCESS �F'-� ____._� O cA 1 tt1 I" 0
C� 19.2 O.C. 6x10 D.F.#2 6x10 D.F.#2 'n 26 � e j�x\ 5' TUB/ N �9 1 Z M
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I I I I I I I I I I I I I I I I I I I �j
I 1/8"_i, 0"
I x HILINE HOMES
UPPER FLOOR FRAMING NOTES 11308 62ND AVENUE
1. HEADERS TO BEE 4X8 D.F.#2 UNLESS NOTED OTHERWISE.
PUYALLUP WA,98373
I _ 2. FAILLR�T((IFL PP�ICABL AND GLUED&NAILED PER JOIST MFRH WEB (253)840-1849 x.129
6x10 D.F.#2 A 6x10 D.F.#2 6x10 D.F.#2 INS CT IONS.
3.JOISTS SHALL BE SUPPORTEp LATERALLY AT EACCH SUPPQRT BY PLAN: 2776
BLOCKINNN��G O99R C0 T. RIMBOARD AS PER JOIST MFR.SPEC S. DATE: 12/22/04
4.APPR0V G.CeNN!ETORS SHALL BE SIMPSON STRONG-TIE OR AN JOB* 10370
UFFER FLOOR FRAt"I INN 5.STACK FRAMEFIRST FLOOR WALLS @ 19.2" O.C. FOR ELEC.,PLUM.,AND HVAC.
6'I � LCALOISON I3 ITH TIGHT
OLOC ATTIC
E0�0 BO�i HE TECCf D SP CE.VERIFY-FITTING
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LOCATION ACC 55 WITS 1 OWNE .
IV 3a s-7s--00A00 Bea
COMP. SHINGLES RIDGE VENTING
CLA55 'B' MIN. `
15#FELT
7/16" APA RATED
24/0 SHTG.
-- INSULATION BAFFLE MFG. PRE-ENGINEERED W
(1" AIRSPACE) ; ROOF TRUSSES 24" O.C.
- 2X VENT BLOCKS
�\ � ter, r..!� •. 1�� �� .� 1,_' '��`'�( \ � i
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R-38 INSULATION - 1/2" G.W.B.
` - CONTINUOUS METAL
TYPICAL EXTERIOR WALL: GUTTER .L
2X6 TOP PLATE OVER SIMPSON H-1
2X6 PLATE HURRICANE CLIP
2X6 STUDS-16"O.C. copynght 1999 HILINE HOMES
2X6 BOTTOM PLATE 11-7/8" "I" JOISTS
STRUCTURAL RATED i @19.2" O.C.
SHEATHING
AIR BARRIER R-21 INSUL. 3/4" T&G 5UB-FLR. W_ rn
j VAPOR BARRIER PAINT �� APA RATED 48/24
OVER SHEET ROCK GLUED&NAILED NOTE' U U) C
' PROVIDE THE FOLLOWING CLEAR Q Q't rn c
DIMENSIONS: Q Q co
/ I HEADROOM 6'-8"MIN. F— Q>
` 10" TREAD WIDTH 36"MIN. 0 r-
o Q m ZO M
HANDRAIL HEIGHT BETWEEN 34"&38' O p f- o
�TYP. �'P, RISE 74" MAX. = m a U
TYPICAL INTERIOR WALL---- RUN 10"MIN.
il HANDRAIL IS ACCEPTABLE WHEN 2-2X4 TOP PLATES PROVIDE HANDRAILS ON ALL STAIRS -7
2X4 STUDS 16" O.C. W/(3)OR MORE RISERS. A SINGLE
PATIO OR DECK 9-1/2" "I"JOISTS BY OWNER 00 2X4 BOTTOM PLATE STAIRWAYS ARE LE55 THAN 44"
@19.2" O.C. 1/2" GYP.BD. EA. SIDE
MAX.1-1/2" WIDE. HANDRAIL SHALL BE
THRESHOLD TO i R-21 INSUL. 3/4" T&G SUB-FLR. 1 1/2"-2" ROUND OR EQ.GRIPPING
LANDING VAPOR BARRIER PAINT SHAPE SET MIN. 1 1/2" FROM WALL.
APA RATED 48/24
r' OVER SHEET ROCK I GLUED &NAILED NOTE:
HALF WALL OR SOLID WALL Z
STAIRWAYS SIMILAR. PROVIDE
16"x8" FTG ^ HANDRAIL MIN. 1 SIDE. O z
/ BLACK 6 MIL POLY
L ` VI5QUEEN VAPOR BARRIER\ ( f MIN.CLEAR WIDTH AT AND �" Q
LASHING R-30INSUL. THROUGHOUTCRAWL5PACE i BELOW THE HANDRAIL HEIGHT, U J
2x8 LEDGER MIN.ATTACH
W/(2)16d NAILS @ 16"O.C. SET 10I V A_, V—/NOTE: ....� INCLUDING TREADS AND w
2x6 RAFTER---- - 1/4" = 1'-0" PROVIDE LIGHTING AT TOP AND LANDINGS,SHALL BE 31Z" MIN.
H1 CLIP AT j-\ BOTTOM OF STAIRWAY ACCESS W/ 27" WHERE HANDRAILS ARE
OUT SWITCHES AT BOTH LOCATIONS
PROVTr)Fr)ON ROTH sir)FS
METAL L W/OUT TRAVERSING ANY STEPS. 1„
HANGER G� HANDRAIL-1 4z MAX.
(1)16d NAILS @ 12"O.C. % 11� _ 2
4x10 DF#2 INTO TOP PLATES FOR SECOND t—DBL.JOISTS n 4 HILINE HOMES
WOOD — ROOF BEAM FLOOR. 1130862ND AVENUE
GUSSETlx MIN.WOOD _(3)2x12 STRINGERS PUYALLUP WA,98373
p% (253)840-1849 x. 129
AC
z"x8" WEDGUSSET
ANCHOR \ _� ._ GUSSd NAILS V \ RISER o
FLOOR JOIST - —5/8" TYPE"X" GWB O
24"x24"xi2"-� EA.SIDE XQ o0 I? � F- � PLAN: 2776
%0 10• w �" DATE: 12/22/04
CONC.PIER i—SIMPSON ABA44-FASTEN M \ M �
TO POST W/(6) 16d NAILS , � �—SOLID BLOCKING O O JOB#: 10370
1 I (1)16d NAILS @ 12"O.C. 41i MAX. �7" ~ W
It . ATTACH TO PIER W/z'x8" INTO TOP PLATES FOR FIRST -2x4 STUD Z MIN V)
WEDGE-ALL WEDGE ANCHOR.
FLOOR. @ 16" O.C. PROJECTIO 36" MIN. r' Z
MIN.4z' IMBED.5"MIN. It
EDGE DIST. 10" MIN. A2
PORCH FRAMING ATTACHMENT DETAIL nGENERAL STAIRWAY DETAIL TYPICAL HANDRAIL
'� 2 -MAX. VARIANCE SCALE:SCALE: 1/2"=1'-0" NTS DIMENSIONS
p 3aa3s-75•ooaoo 44o�•G�3 7
IIW77
SITE ADDRESS: W
Tlt"15ER TIDES *20
S.G._ — ---- —I -- UNION, WA 98592
----- '= 0
00
-
I _ copyright1999 HIIINE HOMES
S.G.
w
cn
REAR ELEVATION <
1/8" = V-0" — Q~ < c``oo
06 Qmp `—
Q 1- o
NOTE _ - — ---- _ = m a Q M
ADDRESS MUST BE LOCATED _ 0
ON THE HOUSE WHERE IT IS EASILY -- ~
2X6 BARGE BD.— 12 SEEN FROM THE MAIN ACCESS ROAD
W/ 1X2 TRIM ------ __.....--------- -------
�-- ------- - (OWNER RESPONSIBILITY)
z
N 0
BIRDS MOUTH RIGS 4T ELEV,4TfON
— 2X6 RAFTER/ 1/8" = V-0" Q
COMP. SHINGLES RIDGE VENTING
r _
j
— \ �-
_. Ll
_...- ._. r_ - - -
_ W
J
-- -
_ .. W
------ WHT._ — WHT. -- WHT --
-- — GRID GRID GRID HILINE HOMES
--_.__ -- - 11308 62ND AVENUE
LEFT ELEVATION
PUYALLUP WA,98373
— -- .
(253)840-1849 x.129
...._.Y ._
....... - - -
lx3 CORNER TRIM = -------
PLAN: 2776
j- ---- ----- — ------- T _ _ :_--- - -- DATE: 12/22/04
_ _ —
HORIZONTAL SIDING ❑❑❑❑❑❑❑❑ :_ WHT. RI WHT. JOB#: 10370
❑❑❑❑❑❑❑❑ --- — --- GRID G. �� GRID
FINISHED GRADE BY OWNER ❑❑❑❑❑❑❑❑ �rlSHALL SLOPE AWAY FROM
----
BUILDING 6" IN 0'-0" MIN. ❑❑❑❑❑❑❑❑ — --- --- - A3
FRONT ELEVATION 4x4 POST
,dYv 3a a35. 75'aoao�o cDa�S'• c� �7
2x STUDS @ 16" O.C.
2x6 P.T. MUDSILL 1` —FLOOR SYSTEM:
i� 3/4" MIN.T&G SUBFLOOR GLUED V
�� i AND NAILED TO JOIST w/8d @
N i 6" O.C.EDGE&12" O.C. FIELD W
GRADE \ i FLOOR JOISTS PER PLAN @
° SLOPE 6" 19.2" O.C. HUNG W/ SIMP50N
TOP FLANGE JOIST HANGERS
IN 10' 0"
_ GATT INSULATION PER PLAN — MANUF.TRUSSES @ 24"O.C. INSULATION ,
REBAR REQUIREMENTS:-_ _�' "SIMP50N" MUDSILL ANCHOR CONT. BEHIND + �— O
1 #4 HORIZ. BAR i 2x VENT BLOCKING W/ BORED \
O H = SPACING PER MANUF.SPEC,WITHIN T WALLS.
WITHIN 12 OF TOP OF -_� Z HOLES&INSECT SCREENS
�-+ 12" OF CORNERS AND MUD5ILL SPLICES. %/ 2X4 STUD
STEMWALL. N 1 i INTERIOR WALL)��
(1)#4 VERTICAL REBAR r, =� �_ 'I (OR)z" ANCHOR BOLT W/3"x3"xl/4" I
@ 48" O.C.MIN.14° !-�i' WASHER. EMBED.7' \ �- HEADER
x° G (DO NOT COUNTERSINK.)
PENETRATION W/HOOK. ' O =� 2x6 DRYWALL I copyright 1999 HILINE HOMES
SIMP50N Hl BACKER
!! ! I HURICANE CLIP %
' -6 MIL BLACK POLY GROUND / 2X6 STUDS @---
4" PERF. DRAIN PIPE � � 8
AND CLEAN DRAIN ROCK 15 COVER.OVERLAP SEAMS 12" (2) 2X6 PLATES 16"±TRU55 TAILS 16"O.C.
/ EXTERIOR WALL5 ll1 M
TYP.@ PERIMETER ,.� IN5ULATION (� Cn
00
(BY
1)#4COOWNER
.REBAR EQ'D� DETAIL INTERIOR WALL DETAIL � 0� oc'o
(1)#4 CONT.REBAR HEADER D E L Q cj co
IN FOOTING NOTE: REBAR IS TO BE INSTALLED IN A WAY THAT 2 - TYPICAL SCALE: 1/2"=1'-0" F- <O ti
NTS Q m ZO ^
IT IS NOT WET SET. O O � o
FOUNDATION DETAIL = m� co
(yM AX.4'-6" STEMWALL SCALE: 1/2"=1'-0" O
MAX.LOAD �
1,500#
NAIL ROOF SHEATHING W/
8d COMMON NAILS @ 6" \ Ex6"
O.C. EDGE AND 12" O.C. �\
FIELD
MANUF. TRUSSES - - � \�` MIN.
@ 24" O.C. BLOCKING AT BEARING LAP
-- JOIST PER
NAIL BLOCK TO - -- ------ \ � WHERE REQUIRED PLAN MAX.LOAD U)
TRU55 CHORDS ' t 2,500# J
BLOCKING W/VENT —�
TO PLANE W/OUTSIDE
EDGE OF SHEATHING `t x8"
SHEATHING TO r, W
TOP PLATE BEAM PER PLAN Q
POST PER PLAN— }-POSITIVE CONN.10-01
(2)2x6 TOP PLATES
JOISTS PER PLAN MAX.LOAD
OSB F- 6,000#
_ NAIL W/8d COMMON NAILS HILINE HOMES
TOP PLATE-USE @6" O.C. EDGE AND 12" O.C. 2x STUD � 11YA LUP62N AVENUE
373
3X6X0.036" STEEL FIELD OR CONC. - (253)8 UP WA, .129
2x6 PLATE OVER "W" x12" (253)840-1849 x.129
PLATE AT SPLICES VAPOR BARRIER(OR) -i PIER PAD
i STAPLE W/16 GA.ie'CROWN c�
2X4 KNEE WALL i TREATED 2x6
@ 19.2"O.C. MUD5ILL ANCHORS la'LONG STAPLES @ 4" O.C. PLAN: 2776
15"x8" CONT. -� �-5' O.C.(OR) EDGE AND 6" O.C.FIELD MAX.LOAD 1,500# 2,500# 6,000# DATE: 12/22/04
FOOTING 1/2" ANCHOR BOLTS @ 6' T(THICKNESS) 6" 8" 12" JOB#: 10370
#4 CONT. O.C. W/3x3xl/4" WASHER
REBARr a, W(WIDTH) 12" 16" 24" 2'-0°
DETAIL. A4
PONY WALL DETAIL 5 SHEATHINGE
4 SCALE: 3/4"=1'-0" 6 CONCRETE PIER DETAIL
SCALE: 1/2"=1'-0" '/PIER PAf) SCALP: 1/2"=V-01' L
AW3a13S•75•Ao,70o d40s•Cb3V7
W3614 W3330 W4830 W3014 W3330 DC2430 DC2430 W
. . �, WINDOW
HOOD
F331 JJ ■
MAX.
REFER
HEIGHT SIN
OF copyright 1999 HILINE HOMES
69' 30'' RANGE �� O DISH-
"---' (FIIEE STANDING) WASHER
LLl co
co
20
SCR36 5836 F" C)x �:
B33 0824 SCR36 � Q 00 Z �
3 KITCHEN 2 KITCHEN KITCHEN z Oo
z0 m� < v
W
Z_ Z
Q
F331 F331 m
LAV LAV LAV LAV LAV Q
00 DO OO OD
HILINE HOMES
11308 62ND AVENUE
V5836 VSB36 V5836 VSB33 VDB18 V5933 PUYALLUP WA,98373
(253)840-1849 x. 129
3 POWDER 5 2nd STORY BATH 4 MASTER BATH PLAN: 2776
DATE: 12/22/04
NOTE
JOB* 10370
FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATING OR PURCHASING CABINETS.
C,451NET ELEVATION
NTS A5
PJ'�/3aaa5•�b••c�aQo ,a�oaa�s••cnd��
69'-II"
32'-0"
FF2.6DSILL-- 24'-0" 8'-0" 14
ON MA6 ,-T
2'-0" - 91" "I" JOIST
l J @ 19.2 O.C. PA -- — — — -- -----
—10 2' " '� START POINT
611 A/C PAD
BY I —
ANCHOR - - - - - - - - - - - - - OWNER J
1 6 5T MWALL i — - - - - - - - - - - - -
BLOCKOUT FOR
MANDOOR I I I) I1,—DRAG
2x8 MUDSILL I I I I II THPOUC. —
z" ANCHOR BOLT W/-- I I S'-0" al -3 l"
3x3x4 WASHER.MIN i
PENETRATION 7" I I BLOCKOUT FOR —
` HEAT PUMP —
— I
°„ 4" CONC. SLAB ON COMPACTED I
8 I FILL. SLOPE SLAB DN. 2"
c., I I TO DOOR.
(2)16d NAILS EA. SIDE -- r
2 ANCHOR I I OF JOIST INTO PONYWALL
8"STEMWALL T
4f4
1" OFFSET ( ? t SHEA
�� I TO BO - - - - - - -
2' Off - - - -
PONYWALL—,,, I L - - - - - - - - - - F —1 F R
2x6 - I- - - - - - - - - - - - - - - - -� >- e
SIMPSON
MA6 OR �p `=+ I l
ANCHOR BOLT °O —
W/WASHER 16 —3 p
4'—I" ROUGH OP —I OPINING 4' " HANG
CONCRETE ---- 24x24
3�INTERIOR FOOTING 24'-5" PIER—
� �1
NTS � J/
T-111
— FOUNDATION t FRAMING NOTES:JOISTS C� -CONTINUOUS 1. ALL FOOTINGS SHALL BEAR ON STIFF FIRM SOIL. 6. PRO
\TRIMMER 19.2"O.C. 2 x 4 PLATE MEETING THE MIN. REQI'MENTS OF DEFAULT SITE CLA55 D WA It
PONYWALL-? PER IBC SECTION 1615 . DESIGN IS BASED ON 1500 psf SOIL. CO
\ / 2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE#2 7. US!- -
2x A/R HEM-FIR MIN. TREATED WITH AN APPROVED PRESERVATIVE
\\ gg (,T UP- OR IPERVIOUS MOISTURE BARRIER WITH STANDARD HEM-FIR. (IRC R319.1) 8. VE"
I
H A ER J Z 3. 2X8 MUDSILL TO BE INSTALLED FLUSH WITH THE 9. RER
INSIDE FACE OF FOUNDATION WALL TO ACCEPT
{-- 24„ JOIST HANGERS.
I MIN. TT- 4. 8" FOUNDATION WALLS ANCHORED WITH 1/2" SHALL BE ANCHOR BOLTS w/3x3x1
FOOTING WASHER @ 6' O.C. W/7" MIN. IMBED DEPTH, A MIN.OF(2)ANCHORS PER PLATE,MA
12" FROM PLATE ENDS. USE 14' MUD SILL AND PLACE ANCHORS ACCORDINGLY.
6" FOUNDATION WALLS SHALL BE ANCHORED WTH SIMP50N MUD ANCHORS
nC_ AWL ACCESS DETAIL 5 5' O.C.A MIN. OF(2)ANCHORS PER PLATE MAX. 2I FROM ENDS OF PLATE,
T NTS USE 14' MUD SILL AND PLACE ANCHORS ACCORDINGLY. PN3aa.,36. 75- ,840-7606-•003Y7
32'-0"
2x6 MUDSII 1 24'-0" -011
SIMPSON MA6
16"X 8" SCREENED uj
T-011 "I" JOIST FOUNDATION VENT(TYP)
19.2 O.C. PATIO BY OWNER
START POINT
— — —
i 6 A/C PA
; , .— I— — — — — —: I
BY
OWNER
-- - - - - - - - - -ANCHOR
0 6" 5TEMWALL co iiv) 010)i,n
I I
— — — — — — — — — — — — — - F
BLOCKOUT FOR Ln
copyright 1999 HILINE HOMES
MANDOOR DRAG()N tLobk Of5t�VIIUNAtL51 1 i I I I I I I
2x8 MUD5IL THROUGH FLOOR SHEATHING 6"O.q-
ANCHOR BOLT W/,��il
L 3.ri 2*4*EEW�LL!ON1 E. Rc-
3x3X4 WASHER.MIN 1§.,i FTG TA Cl)
�dc To 0)
PENETRATION 7" BLOCKOUT FOR
7
HEAT PUMP w 00
T yl_p�' < Cl)
C?
18" X'24"ICRAWLSP�
4" CONC. SLAB ONCOMPACTED
811 FILL. SLOPE SLAB DN.2 J L
Ln 011 1 ACCESS W1 INSULA 0
C'4 TO DOOR. TTGHIT FIT7N�bQ01. I i�__ m
143 0
(2)16d NAILS EA. SIDE >- C.0
ANCHOR i ox" is
OF JOIST INTO PONYWALL Ll T-4- 0 !a
I — 4 —,-r I I . _SSION <
8"5TEMWALL A
PL)
I I I i
I I i
I EXPIRES 0 1 21
4f4 (5 kCEI I
71, a �'r
- -I YOISTS- 1 2" O.C. 200
1" OFFSET---\"., SkEATHIPONY WALL ON 6N� SIbE I i i I I I I ��lTO BOTTOM OF FLOOR SHEATHING 0
2' OF MIL is -E D095b C14
PONYWALL-----. —— — — — — — — — — — — R ROT VIAL, A�tRIEP JHP DIHC UT
Ul PR P CE.LA SFLICES
T1 2
� C 0- 111 W
2x6 — — — — — — — — — — — — — — —
SIMPSO�, z
MA6 OR z
Q �! I J,k, I
ANCHOR BOLT to0i A=l I =:Ij lk 0
94�t _/— — — — — — — — — — — — ------ <
W/WASHER 1(01,311 F CL
4'-1 fROUGH 01=ENING 4'-1 P AA G VR�*i?A
CONCRETE 24X24XI2 CONCRETE <
FOOTING 24'-5" PIER-TYPICAL 0 %Q QLL
r,- INTERIOR FOOTING F- 1 F_ -I r 0 V Th F E-1 z 010-0-/—NTS L _j/ L _j L J L
D 0
12'-0" 14'-011 IT-0" 0 0
311-111, ILL _j
ILL
FOUNDATION 4 FRAMING NOTES:
JOISTS CONTINUOUS 1. ALL FOOTINGS SHALL BEAR ON STIFF FIRM SOIL.
-C
ONTINUOUS N M� 6. PROVIDE APPROPRIATE BLOCKOUTS IN FOOTINGS OR HILINE HOMES
TRIMMER 19.2"O.C. 2 x 4 PLATE MEETING THE MIN. REQ'ME_NTS OF DEFAULT SITE CLASS 1) WALLS FOR PLUMBING& ELECTRICAL STUB-OUTS. 11308 62ND AVENUE
PO YWALL-/7 Pmal IBC SECTION 1615.1.1. DESIGN IS BASED ON 1500 psf SOIL. COORDINATE LOCATIONS ON SITE WITH CONTRACTOR. PUYALLUP WA,98373
2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE#2 7. USE 3000 PSI CONCRETE WHERE REQUIRED BY IRC TABLE 4022 (253)840-1849 x.129
2x A/R HEM-FIR MIN.TREATED WITH AN APPROVED PRESERVATIVE .
OR IPERVIOU5 MOISTURE BARRIER WITH STANDARD HEM-FIR, (IPC R319-1) 8. VENTS ARE TO BE INSTALLED AT(1)VENT PER 300 SQ. FT.PER IRC R408.2 AND WVAC PLAN: 2776
Ul H WRP-j 3. 2X8 MUDSILL TO BE INSTALLED FLUSH WITH THE 9. PEBAR IS TO BE INSTALLED IN A WAY THAT IT IS NOT WET SET. DATE: 12/22/04
INSIDE FACE OF FOUNDATION WALL TO ACCEPT JOB#: 10370
24" JOIST HANGERS.
MIN. 4. 8" FOUNDATION WALLS ANCHORED WITH 1/2" SHALL BE ANCHOR BOLTS W1 3x3x1/4"
T__ FOOTING WASHER @ 6' O.C. W/7" MIN. IMBED DEPTH, A MIN,OF(2)ANCHORS PER PLATE,MAX.
12" FROM PLATE ENDS. USE 14' MUD SILL AND PLACE ANCHORS ACCORDINGLY.
0(D! RAWL ACCESS DETAIL 5. 6" FOUNDATION WALLS SHALL BE ANCHORED WITH SIMP50N MUD AN s 1
C_ 5' O.C. A MIN.OF(2)ANCHORS PE PLATE,MAX. 12" FROM ENDS OF PLATE,, FOUNDATION FLOOR FRWIING FLAN
NT5 USE 14' MUD SILL AND PLACE ANCHORS ACCORDINGLY. 1/8" = V-0" REVISED 09/14/04
PIV 3W35- 757.0.0,200 40,?oo 6'oo-_.W7
NAIL SHEATHING TO
N E. R BOTTOM PLATE
F6"
OTE �\ og >rAs F W/8d NAILS @ 3" O.C. rr/n�
.S.B./PLYWOOD ONLY ,Q �g gl,�c �"� ' VJ
d COMMON NAILS @ W
O.C.EDGE AND y °y
12' O.C. FIELD OR
16 GA. STAPLES 7/16" — MASTER
CROWN, �''. 1 43 6 1-3/4" LONG
@ 4" O.C.EDGE AND SUITE
6" O.C. FIELD COUNTRY KITCHEN
. ��
��FECISTER�G���' i i NAIL THROUGH BOTTOM PLATE
SS/ONAI E� ` W/8d NAILS @ 6" O.C.
EXPIRES 01 24 2005 MODULE 2 I
---2x6 BLOCKING C OS t �■
NAIL W/16d NAILS GARAGE � � BATH
TRUSS BOTTOM-----��! @ �
16" O.C. ( I
copyright 1999 HILINE HOMES
CHORD [L==L
i ' I UTIL• ,
DOUBLE TOP PLATE------
( I
NAIL W/ 16d NAILS W
@ 12" O.C. I I I 1 2 MODULE 1 nco
I S3 S2 FIRST FLOOR Q � rn
0DRAG STRUT DETAIL ` LIVING RM. � o� 2)Q
NTS DINING f- Q0 � �
Rm. TRY C16 Q CO
EN
TRY o CO
1 1 Z Oo }
= ma U
NAIL SHEATHING TO BOTTOM O
-- — PLATE W/8d NAILS @ 3" O.C.
COVERED PORCH
NAILS TOP PLATES TOGETHER—
W/16d NAILS @ 12" O.C.ON I 1.SUB-CONTRACTOR SHALL FOLLOW LOCAL CODES DURING CONSTRUCTION. I
ALL SHEARWALLS U.N.O. 2.DO NOT SCALE DRAWINGS. PLEASE NOTIFY BUILDER OF ANY k- ——— — —— —J——— ——— — —— --— —— ————-
SUSPECTED ERRORS OR OMMI55ION5 PRIOR TO PROCEEDING WITH
I + i CONSTRUCTION.
I f f 3 PRIOR ER TO COMEN ING CONSSTSHALL VERIFY ALL RUCTION.SIONS AND FIELD CONDITIONS II J
I ('I �•� 4.UNLESS NOTED OTHERWISE PLAN DIMENSIONS ARE TO FACE OF II Q
STUDS FACE OF CONCRETE WALLS,NOMINAL SURFACES OF MASONRY,
AND CENTERLINES OF OPENINGS. z
5.SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS, BONUS W II II ORM. 2 Q
NAIL W/ 8d COMMON NAILS -- ) ; THE METHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED
@6" O.C. EDGE AND 12" O.C. TO PERFORM HIS WORK. II II J
FIELD OR I I 6.PENETRATIONS OCKING AT ALL PLUMBING,ELECTRICAL AND ELECTRICAL L= W
STAPLE W/16 GA.'16-'CROWN I 7.ALL EXTERIOR WALL SHEATHING TO BE O.S.B.ONLY AND SHALL BE FASTENE
W/8d COMMON NAILS @ 6" O.C. EDGE AND 12" O.C. FIELD OR 16 GA. 1-3/4"
1a" LONG STAPLES @ 4"O.C. I ( I STAPLES 4" O.C.EDGE AND 6" O.C. FIELD UNLESS NOTED OTHERWISE BATH (n
EDGE AND 12 O.C. FIELD 8.NO CHANGES SHALL BE MADE WITHOUT THE CON5TENT OF THE MODULE 1
(NOT SHOWN) I, GENERAL CONTRACTOR AND BUILDING DEPARTMENT.
9.GARAGE MAY BE OMMITED FROM PLANS WITHOUT REQUIRING ENGINEERIN UPPER FLOOR
10.GARAGE DOORS MAY BE RELOCATED TO ANY EXTERIOR WALL WITHOUT
'_ I REQUIRING ENGINEERING. 1 HILINE 308 HOMES 6 ND A ENUE
2x STUDS -------—------- i'I I'I 11. STACK FRAME FIRST AND SECOND STORY FLOORS AND ALL INTERIOR WALLS PUYALLUP WA,98373
@ 16" O.C. 19.2" O.C. FOR ELEC.,HVAC,PLUMB. (253)840-1849 x.129
16d NAILS @ 12" O.C. ( I ! LEGEND PLAN: 2776
BOTTOM PLATE I = SHEARWALL
DATE: 12/22/04
= 1/2" x 8" WEDGE ANCHOR W/MIN. 3-3/8" IMBED.(6)PLACES JOB#: 10370
MUDSILL ------------------ 'r �T (OR)
WHERE STEP FOUNDATION IS REQUIRED,USE A 16 GA. STRAP BDW. 3 HOBBY RM DEN
CONNECTING EXTERIOR PONYWALL STUDS TO WALL STUDS. USE
2 SHEARWALL NAILING ' I (8)/8d NAILS
/�INTO, BOTH, WALL AND PONYWALL. ^^
NT5 S1" EARWf- LL FLAN JL
1/8" = 1'-0" REVISED 09/14/04
Al a?33. 75 a0Pcx> L3�,Daoes. oc3S�7
TRUSSES @ 24" O.C. I.B.C.CASE 1 ROOF TYPICAL
SHEATHING LAYOUT 12" R1FDf=ED ROOF
rA 8I-4EAT HING
A
'2)16d NAILS F.#2 4x8 4x8 fl D.F.#2 A
A. SIDE
1 7-7 J_7 I
ijw
2x6 TOP PLATE
P.E. SCI550 i
' p TRUS$ts P.E! Tp loSS45 @I 24"
2x4 SOLID BLOCK .. .............
HORIZONTALLY W/
(3)16d NAILS INTO TRUSS TAIL
TOP PLATE
Li I i 1 1 1 1 copyright 1999 HILINE HOMES
BLOCKING DETAIL
SOLID BLOCKING NTS ui
GE :,�ENTIU�
0 �z
RIDGE E4
u') IM 121 11 CUT SHEATHING BACK
IV 1
Cz LLJ 2" EA.SIDE OF PEAK Cl)
f
FOR VENTING
Lu u
LL. >
TPU55 BOTTOM CHORD 040MTU P--/-L ,J < 't o' con
z),
r < m
4:12 .0
...........
BLOCKING FOR DRAGSTRUT 40
X
SEE DETAIL#1 ON 52 L C.6 <COO rm-
u�
0 b ot-
z
o>
USE 2x4 LOOKOUTS O m a
48" O.C. TYPICAL
x12 Of 2 AT GABLE ENDS
• 7777 7=17-7
x 2
NAIL W1 8d COMMON NAILS qxd DJ-.4 x i '�
F-I•I @6" O.C. EDGE AND 12" O.C. (D
FIELD OR HAND FPAME)V/ z
STAPLE W/16 GA.16' CPOWN 2X6 RAFTERS 7/16" SDFF T
14 LONG STAPLES @ 4" O.C. -- --
EDGE AND 12" O.C. FIELD 4xRTFF7L2 TEAq' I I I I I < z
(NOT SHOWN) SIMPSON H-1 TRUSS TIES or_ <
4x4 POST AT EVERY MEMBER LL _j
FASTEN TO TRUSS W/(6)8d NAILS 0-
ROOF FRAMING NOTES AND TO TOP PLATES W/(4)8d NAILS MIN. LL
1. HEADERS TO BE 4X8 D.F.#2 UNLESS NOTED OTHERWISE. LEGEND 0
2x STUDS 2.JOISTS&RAFTERS TO BE H.F.#2&BTR.U.N.O.
16" O.C. 3.TRUSSES SHALL CARRY MFR. STAMP AND HAVE ENG. (5= CUT OUT FOR VENTING. KITCHEN-8"x 8" FOR HOOD VENT 0
DRAWINGS ON SITE FOP INSPECTION. FOR HOOD VENT, BATHROOMS-4" X 4",AND UTILIY-6"x
4.NO TRU55 SHAhL BE r�PELC�M ITHOUT PRIOR FOR HOOD WHOLE HOUSE FAN 00-1
16d NAILS @ 6" O.C. C A DSDIFIR W
OFFSET FROM WEB APPROVAL OF E IN LDG. P T. 0 GUTTER DOWNSPOUT TR
5.FPAMI%CON (IRS SHALL BE SIMPSON STRONG-TIE FULL HEIGHT WALL-ATTACH TO BOTTOM U55 CHORD W/(2)
OR AN APPROVED% EQUAL. 16d NAILS AT EACH FRAME UP STUD �XOA E. Re HILINE HOMES
--BOTTOM PLATE11308 62ND AVENUE
6.PR �Tl P p R806� 14 oy WAS& PUYALLUP WA,98373
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PONYWALL- 5E�S P GHT-FITTING PLAN: 2776
ALL L I CH 'TPRIFY
SEL -C OSING DOOR. DOOR NE
),7 A DATE: 12/22/04
SEE 5HEARWALL INSULATION I�LOCATES R AC WITH
ABC) R.H ATED 5 AC V
NAILING ABOVE LOCATIONC 55 ON 1436 JOB#: 10370
8.ROOF SHEATHING allALL BE 7/lp"(WOOD STRUCTURAL PANELS. 0
• • 2x6 MUDSILL 'E O.C. FIELD is
FOOTING• NAIL W/8d NAILS e 6" O.C. ON 1) ES AND 12 8 NAL
EN
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INTER. SHEA RWALL/bRAGSTRUT ROOF FRAMING FLAN /24/2005
INTER.
1/8'. = 1'_0 REVISED 09/14/04
DLPA'PALL'EL TO JOIST NT5
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110 V. FRE R=
HEAT PUMP AND WATGRIT6ET
HEATER.MIN. 18" ABOVE — — - O
SLAB AS REQ'D PER IRC -
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OUTLET- - - - Z)"t cc) o
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^ ELECTRIC SYM50LS NOTES: _j
GF
} , $ LIGHT SWITCH SURFACE MNT.LIGHT 1. SMOKE DETECTORS SHALL BE W
\` 0 / 110V. HARDWIRED WITH BATTERY
$ 110 V. DUPLEX OUTLET RECESSED DOWNLIGHT BACK-UP AND SHALL BE J
INTERCONNECTED. OWNER SHALL W
GFI 220 V.OUTLET 6 EXHAUST FAN VTOS BE RESPONSIBLE FOR SMOKE
{ DETECTORS IF A MONITORED FIRE
4=-,wP WEATHERPROOF OUTLET 0 EQUIPMENT CONNECTION SYSTEM IS REQUIRED.
GROUND FAULT INTERRUPTER(D SMOKE DETECTOR 2.ELECTRICAL CONTRACTOR SHALL
COORDINATE LOCATION OF PANEL HILINE HOMES
' o TV OUTLET HEATER/FAN COMBO.VTOS AND METER WITH CONTRACTOR. 11308 62ND AVENUE
1 r 3.ELECTRICAL CONTRACTOR SHALL (253)PUYA 8 - WA,98373
\ • RECESSED CAN LIGHTS p TELEPHONE PROVIDE HEAT-LOSS CALC5 OR 253) 401849 x.129
FOLLOW PRESCRIPTIVE PATH
\ REQUIREMENTS FOR SIZING HEATING
EQUIPMENT. PLAN: 2776
* EXACT LOCATION OF SWITHCHES, OUTLETS,LIGHTS,ETC.MAY VARY. DATE: 12/22/04
JOB#: 10370
ELECTRICAL_ FLAN E1
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