HomeMy WebLinkAboutBLD2002-00355 • •
BUILDING PERMIT
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
(360)379-4450 FAX (360)379-4451 (800) 831-2678
PERMIT #: BLD02-00355 Received Date 06/20/2002
SITE ADDRESS: 112 E FIR ST Issue Date 07/19/2002
PORT LUDLOW, 98365
APPLICANT: BRITTON S KENNEDY PHONE: (253)537-3443
JANET P NEAL
PO BOX 731070
PUYALLUP WA 98373
SUBDIVISION: SOUTH PARADISE SHORT PLAT Block: Lot: 1
PARCEL NUMBER: 821262011 Section: 26 Township: 28 N Range: 01 E
CONTRACTOR: ASSISTED CUSTOM CONST INC PHONE: (253)631-6006
26918 204TH AVE SE
KENT WA 98042
Contractor's License: ASSISCC051B6 Expires: 01/01/2004
LOAN LENDER/
BOND HOLDER:
PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE
REQUIRED INSPECTIONS:
[ ] SETBACKS / Footings:
[ ] Foundation: ti3e tJ%GNd io.05 /2/oc/ 2-
[ ] Underground Plumbing/Underground Insulation:
[ ] Shear Wall: pie Sly 03 �a ,C�Pr�S� DK Cl 041631-
[ ] Framing/Plumbing: ZArf igc7/ laH f f '-° 3
[ ] Propane Tank/Lines:
[ ] ZdAL-LS 4dULTED C'Itju6S O /6 f a3 p'
[ ] Sheetrock: �/� / /5/3
[ ] Septic System Final Approval: _
[ ] Zoning Final Approval:] Final/Occupancy Approval: OK( —fir 4 D / Q
HEALTH DEPARTMENT APPROVA REQUIRE P�RIOR FINAL INSPECTION
THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED
BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS.
Office Hours 9:00 a.m. -4:30 p.m.
SPECIAL CONDITIONS APPLY - SEE REVERSE
HOT LINE AVAILABLE 24 HOURS A DAY
• •
SPECIAL CONDITIONS FOR CASE BLD02-00355
1.) The application was reviewed by the Jefferson County Department of Community
Development staff on June 25, 2002 for the potential presence of Environmentally
Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC).
After an initial Geographic Information Systems mapping review and an investigative site
inspection, the following ESAs were confirmed to be present on the subject property:
Landslide Hazard III (High), Wetlands, Seismic Hazard Area, Shoreline (Suburban).
2.) Per site visits conducted by Environmental Health and Department of Community
Development, no evidence of a Type 4 stream exists on the parcel or the adjacent parcel.
3.) The standard setback for residential structures, including common appurtenant structures
such as garaged and workshops, shall be 30 feet, or 1 foot for each foot of bank height,
whichever is greater. This setback shall be measured from the bank's edge when the
height exceeds 10 feet. The applicant identified the height of the bank as 50 feet. The
minimum shoreline setback shall be 50 feet measured perpendicularly from the edge of
the bank.
4.) The National Wetlands Inventory Map indicates all jurisdictional wetlands to be entirely
associated with the designated shoreline (Suburban), therefore, the application does not
encroach upon the wetland.
5.) Geologically Hazardous Areas in Jefferson County are characterized by slope, soil type,
geologic material, and groundwater that may combine to create problems with slope
stability, erosion, and water quality during and after construction or during natural events
such as earthquakes or severe rainstorms.
6.) Buffers are areas that shall be maintained in their natural condition, however, minor
pruning or alteration of vegetation may be permitted as long as the function and character
of the buffer are not diminished.
7.) Among the native conifer species which may be used in buffers or for re-vegetation
include, but are not limited to: Grand Fir(Aibes grandis), Sitka Spruce (Picea Sitchensis),
Shore Pine (Pinus Contorta), Douglas Fir(Pseudotsuga Menziesii), Western Red Cedar
(Thuja Plicata), and Western Hemlock(Tsuga Heterophylla).
Among native tree species which may be used includes: Vine Maple (Acer Circinatum),
Big-Leaf Maple (Acer Macrophyllum), Red Alder(Alnus Rubra), Pacific Madrone (Arbutus
Menziesii), Quaking Aspen (Populus Tremula), Black Cottonwood (Populus Trichocarpa),
Bitter Cherry (Prunus Emarginata), Oregon White Oak (Quercus Garryana), Cascara
(Rhamnus Purshiana), Pacific Willow(Saliz Lasiandra), and Scouler's Willow(Saliz
Scouleriana).
Among the native shrub species which may be used are: Sevice-Berry (Amalanchier
Alnifolia), Red Osier Dogwood (Cornus Stolonifera) Sala! (Gaultheria Shallon), Ocean
Spray (Holodiscus Discolor), Indian Plum (Oemlaria Cerasiformis), Pacific Ninebark
(Physocarpus Capitus), Red Flowering Currant(Ribes Sanguineum), Wild Rose (Rosa
Nutkana), Swamp Rose (Rosa Pisocarpa), Willows (Salix ssp.), Red Elderberry
(Sambucus Racemosa), Snowberry (Symphoricarpos Albus), Evergreen Huckleberry
(Vaccinium Ovatum), Red Huckleberry (Vaccinium Parvifolium).
8.) A vegetative buffer of 30-feet shall be permanently maintained from the top or edge of the
Landslide Hazard Area. All buffers shall be measured perpendicularly from the top of the
Landslide Hazard Area.
9.) Landslide Hazard Areas and their associated buffers shall remain naturally vegetated.
Should buffer disturbance occur during construction, the Unified Development Code
(UDC)Administrator shall require replanting with native vegetation. No alterations shall be
made to the Landslide Hazard Area or its associated buffer without prior authorization by
the UDC Administrator.
10.) Prior to and during approved construction activities, the perimeter of the landslide hazard
area buffer shall be marked with a temporary sign. The sign shall be placed in such a
manner that it can be directly observed from the construction area. The sign shall contain
the following statement: "Landslide Hazard Area and Buffer- Do not Remove or Alter
Existing Vegetation."
11.) All construction activities sha liot encroach upon the buffer. This includes tt e storage or
preparation of materials.
12.) The applicant shall permanently separate the boundary of the Landslide Hazard Area
Buffer from the remainder of the subject property through installing logs, trees, a hedge
row, or any other prominent physical marking approved by the UDC Administrator.
13.) The applicant is proposing to create or add 5,170 square feet of impervious surface and
800 square feet of land disturbing activities. Sections 6.6 and 6.7 of the Jefferson County
Unified Development Code requires that your proposal submit a Small Parcel Erosion and
Sediment Control Plan.
14.) A Small Parcel Erosion and Sediment Control Plan has been submitted and approved by
the Department of Community Development. Once the subject permit has been issued
the applicant shall fully implement the provisions of the submitted plan and contact the
Jefferson County Department of Community Development to arrange a schedule to
inspect the property for plan compliance. A Certificate of Occupancy will not be issued
until the Department verifies plan compliance. No clearing for roadways or utilities shall
occur on the project site until clearing necessary for the installation of temporary
sedimentation and erosion control measures have been completed.
15.) Jefferson County determined that this proposal is categorically exempt from review under
the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i).
16.) The minimum shoreline setback shall be 50 feet measured perpendicularly from the edge
of the bank.
17.) Minimum setback from the edge of the easement along the western property boundary is
20 feet. Minimum side setbacks are 5 feet. Minimum setback from the top of the
shoreline bluff is 50 feet.
18.) E Fir St(C505709) is a county local access road. The road approach is existing, and an
address of 112 E Fir St has been assigned to the parcel.
19.) The building height is not to exceed 35 feet.
20.) This parcel has been designated as Rural Residential 1:5 under the Jefferson County
Comprehensive Plan Land Use Maps effective August 28, 1998.
21.) This building application is for a 2 bedroom residence. A septic permit(SEP01-00232)
was approved December 7, 2001 for a 3 bedroom system. The original septic file
(SEP91-00170) is filed with SEP01-00232. Environmental Health commented on the
application June 26, 2002 and stated the approved septic system is restricted to one
single family residence and no ADU is permitted with this permit.
22.) Maximum lot coverage is not to exceed 25%. Lot coverage is defined as the amount of
impervious surface which includes driveways, rooftops, concrete, etc.
23.) Residential developers and individual builders shall be required to preserve shoreline
vegetation and reduce the associated risk of erosion during construction and any future
activity which may impact the stability of the shoreline.
24.) This parcel was created through the South Paradise Short Plat on June 8, 1993 recorded
under Vol 3, pp 21-22 of Short Plats with the Jefferson County Auditor.
25.) A septic permit(SEP00-00179)was finaled February 4, 2002 for a two bedroom system
serving an Accessory Dwelling Unit(ADU). The associated critical area review
(SAR00-00340)was approved December 7, 2001. A building permit(BLD00-00663)was
approved October 13, 2000 for an ADU with office space.
26.) A minimum of two on-site parking spaces are required for the single family residence.
This is in addition to the two on-site parking spaces required for the Accessory Dwelling
Unit(ADU).
27.) The site plan as submitted with the building application on June 20, 2002 has been
reviewed for consistency under the UDC, and has been approved by Jefferson County
Department of Community Development. Any modifications, changes, and/or additions to
the stamped, approved site plan dated June 26, 2002 shall be resubmitted for review and
approval by Jefferson County Department of Community Development.
28.) This approval is for a single family residence with attached garage only. Any future
permits on this site are subject to review for consistency with applicable codes and
ordinances and does not preclude review and conditions which may be placed on future
permits.
is\F_BLD_Permit_Buildng.rpt 10/29/19
ILDING PERMIT APPLICAN MRLA02N00p337
e: I
Jefferson County Department of Community Development
621 Sheridan Street Port Townsend, WA 98368
PERMIT #: BLD02-00355 Received Date: 6/20/2002
SITE ADDRESS: 112 E FIR ST
PORT LUDLOW, 98365
OWNER: BRITTON S KENNEDY PHONE: (253)537-3443
JANET P NEAL
PO BOX 731070
PUYALLUP WA 98373
SUBDIVISION: SOUTH PARADISE SHORT PLAT Block: Lot: 1
PARCEL NUMBER: 821262011 Section: 26 Township: 28 N Range: 01 E
CONTRACTOR: ASSISTED CUSTOM CONST INC PHONE: (253)631-6006
26918 204TH AVE SE
KENT WA 98042
Contractor's License ASSISCC051B6 Expires 1/1/2004
REPRESENTATIVE(S): ASSISTED CUSTOM CONSTRUCTION
26918 204 AVE SE
KENT WA 98042
PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE
TYPE OF WORK RES SQUARE FOOTAGE:
TYPE OF IMP NEW MAIN: 2,408
VALUATION 240,800.00 ADD'L: 447 HEAT TYPE: HTP
CODE EDITION: 1997 HEAT BASE: HEAT TYPE:
OCCUPANCY: R-3 UNHEATED: #OF STORIES:
OCCUPANCY:
OTHER:
CONST TYPE: 5N SHORELINE:
CONST TYPE: GARAGE: 841 SETBACK: 100
DECK: 860 BANK HEIGHT: 50
SEWAGE DISPOSAL: OSS
WATER SYSTEM: 2WELL PARCEL TAGS: YES NO
BEDROOMS: BATHROOMS: STORMWATER: YES_ NO AREA
Exist: Exist: Wetland Erosion _
Prop: 2 Prop: 3 Seismic Streams _
Total: 2 Total: 3 Flood Way Floodplain
Routing Date: F&W Landslide
('2 ( �� Shoreline Aquifer
Forest: Commercial Rural
Type Amount Paid By: Date: Receipt: Approved/Date
Permit $1,783.35 MAM 06/20/02 47960 A P P R®\ /E
Plan Check $1,159.18 MAM 06/20/02 47960 �/
State Building Code $4.50 MAM 06/20/02 47960 JUL 19 2002
Potable Water Application $50.00 MAM 06/20/02 47960
Jefferson County Planning
Total: $2,997.03 & B 'Idi .g Departure
ggON CO • afIer countiartment of Developed(�� , �� RI Sheridan Street,Pert Townsend WA 88388 MOT 371�11
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Project Description: 1 ;! / I,
mding Type: Project Type: Li Fr Type:""
ingle Family ewi K Wood
a
/Garage Attached/Detached 1 Addition i Steel
Modular 11 Alteration/Remodel _1 Concrete _.
Commercial Repair 1 Masonry
Multi-family/#of Units I Demolition I Other:
J Industrial
Other:
Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat:
Choose one:
Existing: Existing: ❑ Sewer Zi Community System Electricity ❑ Oil
Proposed: Proposed: 7i l'ildividual System 1. Woodstove 2 Propane
Total: Total: 2--' If not sewer,fill out the following: aHeat Pump
VConventional I. Alternative Other
Permit# SEP
Water Supply:
Private well ❑ Two Party Well I Public:Name of water system:
Square Footage: For Office Use Only
Main Floor )-Li O i 57L q q--- 2-4 47.00
Consistency Review
2ND Floor q t �.,7 ct a o. 1 6 Base fee t 7 83.3 5'
3rd Floor Plan Check fee-65% ( < 5• l8
Htd Basement State Surcharge fee 4• SO
Unhtd Basement Subtotal Zq CLi-,b3
Garage/Carport s.q i (e O2Z 37 Pot Water Review fee 21 • d0
Decks ) 2CiZ 7 0•20 911 A�] d Approach fee I 4l • oc)
Commercial , •t L TOTAL 321 4.03
•
' J- ��"
Industrial Receipt# 141 q 6o
Other Cash/Check# 1 t C 1
Total Valuation: Initials / P_________D
Or Date Cj l/W Cs-2-
p
Estimated (ost: 94 0 O oc' co
If within 200' o the S oreline,Distance to Bank or Ordinary High Water Mark `C C/�
,.� ft. Bank Height --) ft.
By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any
omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void.
I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attomey's fees and expenses which may in any way accrue
against Jefferson County as a result of or in consequence of the granting of this permit.
I further agree to provide access and of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections.
Access and right of entry to th tssproperty or s. .•shall be requested and shall occur dunng regular business hours.
Signatur-•_ - Date: �' S '
6
r :lt - /�
I-I:HOME\PLNCNTR\INFOBLDG\FORMS\BLDP� PP'tA lication 11-8-01 6,/2-/
GENERAL NOTES
CODES:
ALL CONSTRUCTION SHALL COMPLY WITH, THE :MOST STRINGENT
REGN)IREMENTS OF THE APPLICABLE CITY OR COUNTY CODE.
EXECUTION: INSTALL AND OR APPLY ALL MATERIALS AND PRODUCTS IN
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS-
2 51 T E WORK:
COMPLY WITH SOIL REPORT (IF APPLICABLE).
3. CONCRETE:
MIN. COMPRESSIVE STRENGTH: 20M PIN AT 26 DAYS.
L15E TYPE 5 CEMENT WHERE SOIL CONTAINS MORE THAN 02 PERCENT
SULFATE CONCENTRATIONS.
REINFORCING STEELS DEFORMED, ASTM A66, A305.
EXTERIOR SLABS: NON SLIP FINISH SELECTED BY OWNER (IF
AM [CABLE).
4. MASONRY: SEE OWNER FOR SELECTION.
5. STRUCTURAL STEEL:
COMPLY WITH CHAPTER 21 UBC,
5TEELt NEW, CONFORI'i TO AST" A36.
,JELDNG SHALL CONFOR i TO "QUALIFICATIONS PROCEDURES" OF THE
AMERICAN WELDING SOCIETY.
6. CARPENTRY:
LUMBERi DOUGLAS FIR, CONFORM TO WCLB STANDARD GRADING RULES
NO.16. SUBSTITUTE SPECIES SHALL HAVE EQUIVALENT DESIGN
VALUE6. MNrW GRADES UNLESS OTHERWISE NOTED ON DRAWINGS.
GRADE PARAGRAPH
2"-4" T41CC 2"-4" 51DE STUDS STUD/8TND. 121C,122C
2"-4" THICK, 6" AND WIDER STRJCT. NO2 1238
5" AND THICKER RECTANGULAR BEAMS NO. I 124C
WOOD CONTACTING CONCRETE OR MASONRY: OF, PRESSURE TREATED,
EXPOSED FRAMING: NO. SELECT FOR APPEARANCE.
SPECIAL GRADE5: SUPPLY WHERE NOTED WITH THE FOLLOWING:
ABBREVIATIONS:
5JR=ACES:
645 SMOOTH 4 51DE5
RO. MILL ROUGH
RE5A1N BAND SAW TO FINISH SIZE
SS SELECT STRUCTURAL
OHC FREE OF HEART CENTER
5iE SURFACE CROWNED EDGE OF SERIES OF MILL RO. MEMBERS
OREa
PLYWOOD APA GRADE - TRADE MARKED. COMPLY WITH UBC CHAPTER
1-5 AND US PRODUCT STANDARD P5 1-14, LATEST EDITION COMPOSITE
AND NON -VENEERED PANELS: COMPLY WITH NATIONAL RESEARCH BOARD
REPORT NRB-108.
FLOOR SHTG.: COVERED: C-D INTERIOR, BONDED WITH EXTERIOR GLUE.
THICKNESS AND PANEL INDEX PER UBC TABLE 25-R-1.
ROOF SHTG. COVERED: C-D INTERIOR BONDED WITH EXTERIOR GLUE.
EXPOSED: C-C EXTERIOR THICKNESS AND PANEL INDEX NO PER UBC
TABLE 25-R-1 OR 25-R-2.
5HEAIR WALL: THICKNESS AND GRADE (C-D OR STRUCTURAL U AS
NOTED.
HARDBOARD SIDING: MA50NITE, OR EGJAL_ SEE DRAWINGS.
5TRUCTURAL PANELS. SEE PLAN.
SUBFLOOR ADHESIVE: APA SPECS AFG-0i,
GARAGE DOORS: ROLL -UP TYPE
STUD SPACING: Ib"O.C. ALL W4LL5 UON.
NAILING:: PER UBC TABLE 25-P.
INSTALL PLYWOOD PER APA CONSTRUCTION GUIDE, LATEST EDITION.
ROUGH FRAMING AT GYPSUM FLOOR FILL: ADJUST SOFFITS, STUB WALL,
DOOR AND WINDOW HEAD HEIGHTS, ETC. FOR FULL THICKNESS.
CONCEALED POSTS !EXCEPT WHERE SOLID LUMBER SIZE 15 NOTED).
BUILD UP FROM 2X'S OF SAME WIDTH AS WALL STUDS, TO SAME
THICKNESS AS BEAM SUPPORTED. PROVIDE MULTIPLE STUDS BELOW
GLUELAMNATED BEAMS WHERE REQUIRED. CHAMFER EXPOSED BEAM5 ENDS
(IF REQUIRED). 0:12" - 6X:3/4" - 8X:1". ROUGH EXPOSED
MEMBERS IF REQUIRED, EASE SPLINTERED EDGES. BACKING: INSTALL
2X BACKING FOR ALL TOWEL BARS, GRAB BARS, PAPER HOLDERS, STAIR
RAILS, WARDROBE TRACKS AND JAM55, TUB AND SHOWER JAMBS, PATIO
SHELVES, DRYWALL EDGES LONGER THAN 24", ELSEWHERE AS REQUIRED.
PROJECTING EXTERIOR BEAMS (F REQUIRED) DRIP CUT BOTTOM EDGE
6" OUTSIDE OF WALL.
EXPOSED BOLT ENDS: CUT FLUSH) WITH NUTS IF PROJECTING MORE THAN
ONE BOLT DIAMETER
1. MOISTURE PROTECTION
':.I DAMPRCCFING CAULKING
CAULK BENEATH FIRST FLOOR PERIMETER PLATES ON CONCRETE SLAB.
PARTY WALL (WHERE APPLICABLE) CALK PLATES, GYPSUM BOARD AND
ELECTRICAL BOXES WITH APPROVED SOUND CAULKING.
BUILDING PAPER: 15LBASPHALT-SATURATED FELT (OR ECJ BENEATH
EXTERIOR WALL FINISHES.
EXTERIOR OPENINGS: FLASH AROUND WITH SISAL -REINFORCED
ASPHALT -IMPREGNATED KRAFT PAPER
12 BUILDING INSULATION
THEFT AL INSULATE Wi4LLS, CEILINGS AND FLOOR$ BETWEEN HEATED AND
UNHEATED SPACES: TOP FLOORS CEILINGS, WALL$ AND ATTICS:
ATTIC AND CEILING: R-38 BATTS OR BLUEBOARD (PREMIER PANELS)
WALLS: R-IS BATTS
FLOORS: R-30 BATTS
SOUND INSULATE INTERIOR WALLS WITH R-11 AS SHOWN ON PLAN. SEE
OWNER SOUND INSULATE PLASTIC WASTE AND DRAIN LINES IN WALLS
AND CEILINGS WITH R-11 BATT5.
13 ROOFING
GENI PREVIOUS WORK BY OTHERS! ROOFING CONTRACTOR 54ALL
INSPECT SUBSURFACES, FLASHING INSTALLATION AND DETAILS FOR
APPRORYRIATENESS TO A WATER TIGHT ROOFING INSTALLATION, REPORT
DEFICIENCIES IMMEDIATELY N WRITING TO THE OWNER FAILURE TO
DO 50, OR COMMENCEMENT OF WOW WITHOUT 6UC4 NOTIFICATION, WILL
CONSTITUTE ACCEPTANCE BY THE ROOFING CONTRACTOR OF SUITABILITY
OF PREVIOUS WORK BY OTHERS.
GUARANTEE: SUPPLY THE OWNER WITH WRITTEN GUARANTEE CERTIFYING
ALL ROOFING WORK AND MATERIALS TO BE IN CONFORMANCE WITH
PLAN5, GENERAL NOTES AND MATERIALS MANUFACTURE'S
RECOMMENDATIONS, GUARANTEE ROOFING AGAINST DEFECTS IN
MATERIALS AND WORKMANSHIP FOR TWO YEAR5 FROM DA-E OF OWNER
ACCEPTANCE.
1.4 SHEET METAL
METAL FLASHINGt 26 GA. GALVANIZED IRON UNLESS OTHERWISE NOTED.
FLASH ROOF AGAINST HIGHER EXTERIOR WALL54 PROJECTING BEAMS OR
FRAMING AT EXTERIOR FINISH
FLASHY,* HEIGHT: 2" MIN LAP ON MATERIAL BELOW,
PROVIDE GI GUTTERS AND DONNSPOJTS AT ENTIRE PERIMETER OF
BUILDING.
ATTIC VENTS: CONFORM TO U,BG, SEC 3205(Cl. LOCATE DORMERS TO
CONCEAL FROM VIEW WHEN POSSIBLE.
FLAN
BRUCE BROWN
1011 MELLEN STREET
CENTRALIA, WASHINGTON 98531
(360) 736-4751
5.0 DOORS, WINDOWS, GLA65
8.I WOOD DOORS
W IDTH16 AS NOTED ON PLANS
HEKa44T6 b'-8" UNLESS OTHERWISE NOTED
BAGIKAE T 2 3/4"EXT. 2 "'INTERIOR
UNDERCUT I" AT MECH.VENTED ROOMS
62 VINYL WINDOWS
FRAMES: VERIFY COLOR WITH OWNER LABELED AS COMPLIANCE W/
ANSI INFILTRATION STANDARDS A-134.' THROUGH 134.4
GLAZING: PER CHAPTER 34, U.&C. A6 APPENDED BY LOCAL CODES,
TEMPERED GLASS: GLAZING WITHIN 12" OF DOOR OPENINGS. GLAZING
WITHIN 40" OF DOOR LOCKING DEVICES. GLAZING WITHIN 16" OF
ADJACENT FLOOR ALL GLAZING AT TUB.
Wes' TYPE; SEE PLAN
WINDOW SIZES: SEE PLAN
83 WEATHER STRIPPING
W,@ATAERSTRIP ALL DOOR AND WINDOW OPENINGS FROM HEATED SPACES
TO EXTERIOR OR UNHEATED SPACES.
84 HARDWARE: SEE OWNER
8.0 FNISHES
9.1 GYPSUM DRYWALL
NAILS: PARKER HEAD, ICBO APPROVED AT SHEAR WALLS.
NAIL SIZE: 5d • I2"G5. 66 • 5/81'G.B.
NAIL SPACING: UNLE55 OTHERWISE NOTED ON SHEAR WALL SCHEDULE:
WALLS s 6" OZ. MAX. CEILINGS: 1" O.C. MAX.
52 LATH AND PLASTER DOES NOT APPLY
TYPICAL SHEAR WALL NOTES
S3 PANTiNG
ROOF vEN75, DIvERTERS: PAINT TO MATCH ROOF MATERIAL.
FLASHiNG, GUTTERS DOWNSPOUTS, AIR-CONDITIONED.
METERS, GRILLS, REGISTERS, ETC.: PAINT TO MATCH ADJACENT
WACE
Oi14 NO REQUIREMENTS
SO MECHANICAL
15.1 PLUMBING
FIXTURES: SEE FLOOR PLAN FOR NOTES AND DESCRIPTION
VENT: MN. W'-0" FROM PROPERTY LINE.
UNDERGROUND FERROUS PIPNra: FACTORY WRAPPED.
WATER AND DRAIN SYSTEMS: COMFIT WITH U.B.C. 2M-1004.
WATER HEATERS: EQUIP WITH PRESSURE AND TEMP. RELIEF vALvES.
WATER SERVICE RISER& DO NOT PENETRATE EXTERIOR SLABS.
AIR-CONDITICNING CONDENSATE DRAINS: PROVIDE AS REQUIRED.
151 HEATING AND VENTILATING
PROVIDE COMBUSTION AIR TO GAS BURNING APPLIANCES:
CLOSET INSTALLATIONS: TWO $Q INCHES FUR 1000 BTU.
EXHAUST VENTS: INSULATE N UNHEATED SPACES.
16.0 ELECTRICAL
BATH EX144JST FANS: MIN. 5 AIR CHANGES PER HOUR
SWITCHES AND OUTLETS: THE CENTER OF THE GRIP OF THE OPERATING
4ANDLE OF SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF T ,
ROOM OR AREA TO CONTROL L*WTWj AND RECEPTACLE OUTLETS,
APPLIANCES, OR COOLING, HEATING, AND VENTILATING EQUIPMENT
SHALL NOT BE LESS THAN 3' OR MORE THAN 4' FROM FINISH FLOOR
GROUND FAULT INTERRUPTERS: AT BATHS GARAGES AND EXTERIOR
OUTLETS.
USE 5/8" DIAMETER BY 12" ANCHOR BOLTS lAB's) WITH 3)( SILL PLATES SPACED AS 6H0111N ON THE
DRAWINGS. AS's SHALL HAVE 1" OF EMBEDMENT INTO FOOTING, SHALL BE CENTERED IN THE STUD WALL,
AND SHALL PROJECT THROUGH THE BOTTOM PLATE OF THE WALL. PLATE WASHERS AT EACH BOLT SHALL
BE A MINIMUM OF 2 INCHES BY 2 INCHES BY 3Ab INCH THICK
ALL WALL SHEATHING SHALL BE I2" COX PLYWOOD, 5/8" TI-11 SIDING, OR 1/16" O.SB. JTH EXTERIOR
EXPOSURE GLUE AND SPAN RATED 45R 24/0" OR BETTER UNLESS NOTED OTHERWISE iN THE SHEAR WALL
SCHEDULE. ALL FREE SHEATHING EDGES 5HALL BE BL D WITH 2X4 OR 2X6 FLAT BLOCKING EXCEPT
WHERE NOTES ON THE DRAWINGS OR BELOW.
ALL NAILS SHALL BE 80 OR 106 COMMON (8d COMMON NAILS MUST BE 0,131 NCH DIAMETER, SENCO K621
NAILS ARE EQUIVALENT IF 10d COMMON NAILS ARE CALLED FOR THE DIAMETER MUST BE .148 INCHES,
SENCO M023 NAILS ARE EQUIVALENT). NAIL SIZE AND 5PACING AT ALL SHEATHING EDGES SHALL BE AS
REQUIRED BELOW OR AS IN THE DRAWINGS. NAIL SPACING SHALL BE 12" ON CENTER FOR ALL FIELD NAILING
EXCEPT A5 NOTED.
HOLDOWNS ARE SIMPSON "STRONG TIE^ AND SHALL BE INSTALLED PER THE MANUFACTURE'S RECOMMENDATION,
EQUIVALENT HOLDO" BY UNITED STEEL PRODUCTS COMPANY %ANT SAG" THAT HAVE !CBO APPROVAL CAN BE
SUBSTITUTED IN PLACE OF SIMP60N WOLDOUNS.
ALL DOUBLE AND TRIPLE STUDS SHALL GLUED AND NAILED TOGETHER WITH 106'6 AT 3" ON CENTER FOR EACH LATER
ALL 4X STUDS ARE TO BE 42 DF AND ALL bX STUDS ARE TO BE 44 DF WHEN USED FOR HOLDC" AND 544EAR WALLS.
ALL WALL FRAMING LUMBER SHALL BE DOUG-FIR 02 OR BETTER
ALL ROOF FRAMING LUMBER SHALL BE DOUG-FIR #2 OR BETTER
SHEAR WALL SCHEDULE
�7 SHEATHING NAILED WITH 8a's AT 6" ON CENTER ALL EDGES.
CAPACITY OW PLF)
\v SHEATHIM* NAILED WITH 8d's AT 4" ON CENTER ALL EDGES WITH 3X STUDS (OR 4X OR 6X STUDS.:
AT ABUTTING PANEL EDGES. USE 3X SILL PLATES,
CAPACITY (300 PLF)
SHEATHING NAILED WITH ed's AT p" ON CENTER ALL EDGES WITH 3X STUDS (OR 4X OR bX STUDS)
AT ALL PANEL EDGES. USE 3X SILL PLATES.
CAPACITY 440 PLF)
ENGINEER LOG PACKAGE
MC Squared Inc. WIENS LOG HOMES
1235 E.4TH. AVE. #101 18501 LOGANBERRY
OLYMPIA, WA. 98506 ROCHESTER, WA.
(360) 754-9339 (360) 273-8624
REVISIONS
6 /2 /00
7/3/00
8/11/00
5/25/2000
OWNER (253 )
Kennedy /
4809 145th
TACOMA WA.
537-3443
Neal
ST CTE
luauwe ft Buippn8Ip
ouluuaid /4un03 uoSjv.40?
an rA MnA
SHEET INDEX
A-1. SITE PLAN AND NOTES
A-2. FOUNDATION/FRAMING/FLOOR/
ROOF PLAN
A-3. "A" SECTION/"B" SECTION/DETAILS
A-4. EXTERIOR ELEVATIONS
A-5. STRUCTURAL DETAILS
DRAWING TITLE
SITE PLAN
NOTES
�N ❑
140' PROPORTY LINE
SITE PL14N
SCALE V-40'
DESIGNED BY BB
DRAWN BY TB
DATE (0120100
SCALE AS NOTED
JOB NO.
A - 1