HomeMy WebLinkAbout09065 OF QORT 7-0�
ys CITY OF PORT TOWNSEND
�o DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
mowA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSSPPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY.
DATE OF INSPECTION: ( PERMIT NUMBER: 1kh e�q G S
SITE ADDRESS: r, 0;,j
CONTACT PERSON: PHONE:
TYPE OF INSPECTION: —
Washington State Parks and
Recreation Commission
www.fo rtwo rde n.o rg
Ft.Worden State Part;
Conference Center
GEpreHn,,c 200 Borten-Wav
9s3 20. Port-rot,,nsend.WA 98368
Russ Hendricks Cell:(360)344-4421
Maintenance Specialist 4 Fax:(360)385-7248
Russ.1-lend ricksCparks.%%,a.goN
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
to proceed. Corrections will be Call for re-inspection before
checked at next inspection proceeding.
IqInspector j a {� �� DateR A
Acknowledgement Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
PaRTT��ys CONSTRUCTION PROGRESS RECORD
CITY OF PORT TOWNSEND
wA Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF
BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
PARCEL NO. 101351001 PERMIT NO. BLD09-065 ISSUED DATE 05/07/2009 EXPIRATION DATE 11/03/2009
ADDRESS COPPER CANYON BUILDING CONSTRUCTION TYPE OCCUPANT LOAD
OWNER WASHINGTON STATE PARKS & PROJECT DESCRIPTION Re-roof bldg. 313
CONTRACTOR LENDER
INSPECTION INSP )ATE COMMENT INSPECTION INSP )ATE COMMENT
MASONRY/CMU
FRAMING
ROOF NAILING
FINAL BUILDING il It- * of:
MISCELLANEOUS
FINAL PUBLIC WORKS
SPECIAL
TO REQUEST AN INSPECTION CALL (360) 385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
De vim,opment Services
QORT TO /
� 250 Madison Street, Suite 3•
? !�/� ////r, PA14�7 C401E Port Townsend WA 98368
Phone: 360-379-5095
Fax: 360-344-4619
www.cityofpt.us
\Commercial Building Permit Application
Project Address &Zon ng-D."strict: Legal Description (or Tax#): Office Use Only
ddition:
3 lzj PermBlock: #�Zf�
Parcel # Lot(s): Associated Permits:
Project Des ription:
D(-y
> Applications accepted by mail must include a check for initial plan review fee of$150
See the"Commercial Building Permit Application Checklist" for details on
plan submittal requirements.
Property Owner: Lender Information:
Name: (Npt:�A)+.J(s tC:� Lender information must be provided for projects
Addresses t (,v1 over$5,000 in valuation per RCW 19.27.095.
City/St/Zip: �o/L�Tc � ��6 � Name:
Phone: Project Valuation: $
Email:
Contact/Representative: Construction Type: 6)U0 D
Name: I�U =� 1�I112+C Occupancy Rating: (o 0
Address:-2� Building Information (square feet):
City/St/Zip:�'c�T�+��.L,> �g � 1 S'floor aid Restrooms:
Phone: " 51f�-¢4-Z- nd
1 2 floor Deck(s):
Email: 3`d floor Storage:
Basement: IU o Is it finished? Yes No
Contractor: Other: Y
Name:
io Remodel/Repair
Address: O 1 2-105*K AVE ktE
.•. 1 '' ��ar�e f
City/St/Zip: bi VA L�— Ulf eD t )i
Phone: 2KDG gp09
-tal a Coverag (Bui ding Footprint):
Email 6oP,I-�ACL`, "do—al
State License #: !i0 b -) (133CF Exp: Zz 20; SquocrPOR1 T0 —
City Business License #: �ervipefis S
Square feet:
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print Name: o` a �1�I�c
Signature: - Date:���'l -J�
7
CITY OF PORT TOWNSEi
PERMIT ACTIVITY LOG
PERMIT D �L d s DATE RECEIVED 4
SCOPE OF WORK:
DATE ACTION INITIALS
ENTERED INTO CHET
CHECKED FOR COMPLETENESS
�v 1 coov In u boy.
S i 9 x ( s ✓
Y
o-F St PLg9 CV(EW cnn2so — E $S
S - Z'c -- e) g a
Zoning: S
Setbacks OK?
Lot Size:
Building Size:
Lot Coverage:
FAR OK?
Height OK?
Parking OK?
Critical Area?
Demo?
Historic Rev?
Notice to Title?
Lots of Record?
O,pOR7TO�y BUILDING PERMIT
City of Port Townsend
9� Development Services Department
�W
250 Madison Street,Suite 3, Port ToN%nsend,OVA 98368
(360)379-5095
Project Information Permit# BLD09-065
Permit Type Commercial Miscellaneous Project Name Rc-roof bldg. 313
Site Address COPPER CANYON BUILDING Parcel# 101351001
Project Description
Rc-roof bldg. 313
Names Associated with this Project License
Type Name Contact Phone# Type License# Exp Date
Applicant Washington State Parks
Owner Washington State Parks
Fee Information Project Details
Project Valuation S37850.00 Roofing/Commercial/Other(per square) 22 SQUP
Plan Review Fee 63.21 Units: I Heat Type:
State Building Code Council Fee 4.50 Bedrooms: Construction Type:
Technology Fee for Building Permit 5.00 Bathrooms: Occupancy Type:
Building Permit Fee 97.25
Record Retention Fee for Building 5.00
Permit
Total Fees S 174.96
Ca11385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this pennit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that 1 am the owner of the property or authorized agent of the owner.
Print Name KV u'�z�Dr--" C-iL--D Date Issued: 0 !07/2009
Issued By: STROKE
Signature Date �/� /�J� Date Expires: 1 P03/2009
Development Services
�oFQORrro�y 250 Madison Street, Suite 3
Port Townsend-WA 98368
Phone: 360-379-5095
~, Fax: 360-344-4619
9�grWA www.cityofpt.us
Commercial Building Permit Application
Project Address &Zoning District: Legal Description (or Tax#): Office Use Only
:h`l D(, 3 1 Addition: PermiL
Block: # ►' -L W GC S
Parcel # f2 p Lot(s): Associated Permits:
Project Des ription:
k'
Applications accepted by mail must include a check for initial plan review fee of$150
See the "Commercial Building Permit Application Checklist" for details on
plan submittal requirements.
Property Owner: Lender Information:
Name: Lender information must be provided for projects
Addresses Oc) over$5,000 in valuation per RCW 19.27.095.
City/St/Zip: �o�LtTTc >y,� -�� cd � Name:
Phone: �4 z. 1 Project Valuation: $
Email:
U)��
Contact/Representative: Construction Type:
Name: Occupancy Rating: (OD
Address: /:AL 1 Building Information (square feet):
City/St/Zip:Fbi2 151 floor a�0 Restrooms:
Phone: 2"d floor Deck(s):
Email: f y���� .h�11,d Llzr>/9 par r,- 3`d floor Storage:
cu /''__ Basement: M D Is it finished? Yes No
Contractor: Other: I'
Name: yCJj�
New 0----Addifion`� Remodel/Repair
Address: 1�C' O 1 1�� AVM /ttta r— _ fE `'11 F
r l Change of Use
City/St/Zip: bi VA U__ Lk)A qe>oI ,—
nnflfl
Phone: 2.C4, -"Il1 qC>09 I , '•� Total L?otyCoverage(Building Footprint):,
Em a l 6oF.vt��At�s �-4 WIn'l.i'� ,(/t��-- �
Ps State License #: Go i -) �3'>C�Ex Zz 2oi Square feet--
p��T � itv Of PQRT Impe ious Surfa TOvYi..,l,._
ry I
City Business License#: !1)
Square feet:
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print Name: K U�� �1�l�C.l��
Signature: Date:
COMMERCIAL BUILDING PERMIT APPLiGATION
CHECKLIST
This checklist is for new construction, additions, and remodels
Commercial building permit application.
❑ Non-Residential Energy Code forms: 3:� Lighting 3� Mechanical 3:� Envelope
❑ Three (3) sets of plans with North arrow and scaled, no smaller than '/ = 1 foot:
❑ Title Page/Cover Sheet:
1. Project identification
2. Project address, legal description, location map, tax parcel number(s)
3. All design professionals identified including addresses and phone numbers
4. Name, address, and phone number of person responsible for project coordination
5. Design criteria, including occupancy group, construction type, allowed floor area vs.
proposed, occupant loads, height and number of stories, deferred submittals, etc.
6. Designate compliance with all applicable codes
❑ A site plan showing:
1. Legal description and parcel number (or tax number),
2. Property lines and dimensions
3. Setbacks from front, sides and rear in accordance with a pinned boundary line survey
4. On-site parking and driveway with dimensions
5. Street names and any easements or vacations
6. Location and diameter of existing trees
7. Utility lines
8. If applicable, existing or proposed septic system location
9. Delineated critical areas boundaries and buffers
❑ Foundation plan:
1. Footings and foundation walls
2. Post and beam sizes and spans
3. Floor joist size and layout
4. Holdowns
5. Foundation venting
❑ Floor plan:
1. Room use and dimensions
2. Braced wall panel locations
3. Smoke detector locations
4. Attic access
5. Plumbing and mechanical fixtures
6. Occupancy separation between dwelling and garage (if applicable)
7. Window, skylight, and door locations, including escape windows and safety glazing
❑ Wall section:
1. Footing size, reinforcement, depth below grade
2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
3. Floor joist size and spacing
4. Wall stud size and spacing
5. Header size and spans
6. Wall sheathing, weather resistant barrier, and siding material
7. Sheet rock and insulation
8. Rafters, ceiling joists, trusses, with blocking and positive connections
9. Ceiling height
10.Roof sheathing, roofing material, roof pitch, attic ventilation
❑ Exterior elevations with existing slope of the land in relation to all proposed structures
❑ If architecturally designed, one set of plans must have an original signature
❑ If engineered, one set of plans must have one original signature
❑ For new dwelling construction, Street & Utility or Minor Improvement application
UE QORT TOIP
� y'V
a Receipt Number: 09 0365
Receipt Date 05/20120, Cashier SFOSTER 4 Payer/Payee Name WA ST PARKS
"�°
F � _ f s sk= s ,Ong nal,Feefi 4Amount w Fee_ x
Permrt# � Parcel Fee Descnpton Amount ' 5 Pard£ �, Balance
BLD09-065 101351001 Plan Review Fee $63.21 $63.21 $0.00
BLD09-065 101351001 State Building Code Council Fee $4.50 $4.50 $0.00
BLD09-065 101351001 Technology Fee for Building Permit $5.00 $5.00 $0.00
BLD09-065 101351001 Building Permit Fee $97.25 $97.25 $0.00
BLD09-065 101351001 Record Retention Fee for Building Per $5.00 $5.00 $0.00
Total: $174.96
w ,
Receipt# fi Receipt Date Fee Descnptton �! pAmount Paid r Penntt#
Payment, Check Pa}nnent=.
Method. s Number-
Amount
CHECK 030050P $ 174.96
Total: $174.96
genpmtrreceipts Page 1 of 1
STATE•
OFFICE OF FINANCIAL MANAGEMENT b ; N
6639 CAPITOL BLVD
TUMWATER WA 98504-3113
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O PORT TOWNSEND, CITY OF
o DEVELOPMENT SERVICES DEPT PAYMENT DATE: 05/19/09
r 250 MADISON ST SUITE 3 WARRANT #: 030050P
0 PORT TOWNSEND WA 98368 VENDOR #:
`A BATCH: BM-638
465-0 * *** ** S T A T E O F W A S H I N G T 0 N ** * PAGE #: 1
RPT DWP827IN V E N D 0 P.S R E M I T T A N C E A D `. I C E
FROM: PARKS AND RECREATION COMM QUESTIONS CALL (360) 902-8547
. . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . . . . .
. . . . . .
INV DT INVOICE NUMBER / MESSAGE ACCOUNT NUMBER DOCUMENT # AMOUNT
050409 827 COPPER CANYON A29064 174.96
174.96
FOR QUESTIONS REGARDING PAYMENT CALL 360-902-8547
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-'\VA T DN STATE PA s
APPROVED FOR CONSTRUCTION
SHING ,LRK
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R::_ PA I MANAGED date
RF-. CREATIC)N CC) MMISISIC)N
. . . . . .
DR. ELIOT SCULL, CHAIR
JOAN THOMAS CECILIA VOGT
� E
MIC KEY FEARN JOE TALLER G L
FRED OLSON ROBERT G. PETERSEN �°� f
REX DERR, DIRECTOR Park Manager: Kate Burke
FORT WORDEN STAT'E PARK
BUILDING 313 SLATE ROOF 1\..UPAIRS
VICINITY MAP PROJECT LOCATION
NORTH NORTH SHEET INDEX
d
o.P- PROJEt�T SHEET 1 OF 5 G1 .0 COVER SHEET
ol ` � ,Q LOCATION SHEET 2 OF 5 G2.0 PHOTOS, GENERAL NOTES, SYMBOLS o
SHEET 3 OF 5 A1 .0 ROOF PLAN
1 b 4 0 92 SHEET 4 OF 5 A2.0 ROOF DETAILS
o 315 SHEET 5 OF 5 A2. 1 ROOF DETAILS
SEDRO WOOLLEY
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PROJECT LOCATION 20 a 31°
FORT WORDEN ❑
STATE PARK 53 Am
• STA 00 E
ARLINGTON F-1 0 30 1 v ��
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owNSEND 5 � o C�
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ANGELES SEQUIN 20 •MA RYSVILLE
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REVIEWED FOR CODL
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DATES �
104 SNOHOMISH MresrIE 25 PARK
PAPAX OFFICE
PERMlT#
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PROJECT
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PHOTOGRAPHS — EXISTING CONDITIONS PROJECT DATA
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LOCATION:
_ < £ BUILDINGS 313 ROOF REPAIRSz
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200 BATTERY WAY
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FORT WORDEN STATE PARK
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PORT TOWNSEND, WA 98368
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LEGAL DESCRIPTION
JEFFERSON COUNTY PARCEL NUMBER: 101351001
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PROJECT DESCRIPTION. PROJECT CONSISTS OF REMOVAL OF EXISTING
RtX1F1NG SLATE
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4
�_. . J EXISTING FLASHING WILL BE REMOVED AND N P
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a _ ALL. NEW COPPER
FLASHING PROVIDED. ALL UNDERLAYMENT WILL BE REMOVED
AND THE EXISTING WOOD DECKING INSPECTED FOR DECAY AND
•
.au - REPAIRED AS NECESSARY. NEW UNDERLAYMENT AND AN ICE 4
ANDWATER SHIELDWILL BE PROVIDED. NEW SLATE ROOFIN
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s; BE INSTALLED, PER SPECIFICATIONS. t AC nON BY DATE
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WILL D, 11ON DEMOLISH UPPER
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PORTION OF CHIMNEY AND REBUILD. CLEAN RE.POINT D DESIGNED
SEAL EXISTING BRICK TO REMAIN.
DRAWN
CHECKED (FIELD)
CHECKED HDOTS. .
LOOKING T _
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A HIND T` H
G"' ENERAL NOTEED
ENGINEERING
;• 4040 Wheaton r ,
�p
Way,Suite 202 Brmerten>WA 98310
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Phone:360/405 1420
- . 360/377-4153 a
CONSTRUCTION OF THIS PROJECT SHALL BE IN COMPLIANCE
• a �._ - .n F - :; T . . WITH ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF
rc
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THE GOVERNING JURISDICTION.
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IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND
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EACH SUBCONTRACTOR CTOR TO CHECK THE ARCHITECTURAL
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4 QJDRAWINGS AND ALL OTHER CONTRACT DWGS AND THE_. �- _-. u �. . �.
r_ - _ �3 _.,��,.�� •� I ' � ��,'''"I SPECIFICATIONS BEFORE THE INSTALLATION OF THEIR WORK.
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PRIOR TO CONSTRUCTION, �I.THE CONTRACTOR SI� . VERIFY
EXISTING CONDITIONS. ANY DISCREPANCY BEMIN THE
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DRAWINGS SPECIFICATIONS AND EXISTING CONDITIONS SHALL BE
KINL7TQ
Cf ITECT'S ATTENTION BY NOTIFICATION FOR gab
STATE
� LIGHT TO THE AR 3
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R HALL VERIFY SIZES AND LOCATIONS F
.� CONTRALTO S (�► 0 All
OPENINGS FOR MECHANICAL EQUIPMENT ELECTRICAL EQUIPMENT
x 8 !
e PARKS
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v OWNER SUPPLIED EQUIPMENT, AND OTHER EQUI14W, AS WELLSH
OP DRAWINGS AS REVIEW BY ARCHITECT OR ENGINEER,•, >e r - a:+,* - - `_:�a ref<r '_. x�<y.
"'�`:a^.;r, "' _ _. �z . ;q v.
BEFORE PROCEEDING WITH WORK.
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; SCHEDULE AND RECEIVE APPROVAL FROM GOVERNING. SCH VE RECREATION
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JURISDICTION, THE ENGINEER AND THE OWNER FOR ALL
LOOKING S��' '�,{ I UTILITY INTERRUPTIONS A MINIMUM OF ONE WEEK (7 DAYS) IN
COMMISSION
ADVANCE OF NEEDED DATE. :
. CONTRACTOR SHALL VERIFY SIZE D LOCATIONS OF ALL
EQUIPMENTABBR 'EVIATIONS PADS AND BASE WELL
POWER,
WATER QR
DRAIN INSTALLATION BEFORE PROCEEDING I `THE WORK.C•J• CONTROL JOINTC IC. ISLE PAIR EL
AT C.L. CENTERLINE E.J. EXPANSION JOINT V. GALVMIZED M.R. GWB MOISTURE RESISTANT PT. PAINT STO ® STORAGE 6.
ALL EXTERIOR WALL OPENINGS, FLASHING, COUNITER—FLASHING
EL ELEVATION E . GENE T 0 ATE SV• E
DIAMETER 0 CLG. CEILING AND EXPANSION JOINTS SHALL BE CONSTRUCTED IN SUCH ANER AS TO MAKE THEM WEATHERPROOFAN[)
WATERTIGHT.
ACOUSTICALAB I SUL. CLR. C ELEC. ELECTRICAL L G OU )
ACOUS. ACOUSTICAL C.M.U. CONC . MASONRY UNIT EQ. EQUAL GWB GYPSUM RB RUBBER E TCP TOILET COMPARTME14T PNEL
7. H INSTALLER SHALL BE RESPONSIBLE FOR VERIFICATION
N _DUILDING R.
AND
DL ADDITIONAL C.O. CLEAN OUT I • EQUIPMENT S D REFERENCE L. TELEPHONE
COORDINATION WITH OTHER INSTALLERS SECURE C06PUMCE
SLA TEROOF
A.F.F. COL. C FINISH FLOOR LIMN ES S A IN.I.C. O I CONTRACT INF® REINFORCE . P OF DRAWING AND
SPECIFICATIONS CONCERNING THE ACCURATE
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TION BIER CONC. CONCRETE I E I O . I . REQUIREDT< . TOP OF
LOCATION OF STRUCTURAL MEMBERS AND OPENINGS FOR REPAIRS
A.I.B.AL. AIR INFILTRATION ) .
ALUMINUM CONSTR. CONSTRUCTION EXTERIOR I . HORIZONTALN.T.S. T T • . UGHOPENING T.S. E MECHANICAL, ELECTRICAL, MISCELLANEOUS
EQUIPMENT, AND
CH. ARCHITECTURAL COLT. CONTINUOUS HGT. HEIGHT ROOM . TYPICAL OTHER POTENTIAL CONFUC11NG ELEMENTS.
CONTR. CONTRACTOR FF. FINISH FLOOR O.C. ON CENTER RWL RAIN WATER LEADER T.O. TOP OF 8. DO NOT SCALE DRAWINGS.
THE CONTRACTOR SHALL USE
BLDG. BUILDING CORR. CORRIDOR FLOOR DRAIN INSUL INSULOON O.D. OUTSIDE D (DIM.) DIMENSIONS AS SHOWN AND ACTUAL FIELD
MEA.>UREMENT.
BLKG. BLOCKING CPT. CARPET FDN FOUNDATIONIN. INCH OR OVER FLOW DRAIN SAFB SOUND ATTENUATOIN U.N.0 UNLESS NOTEDOTHERWISE NOTIFY
ARCHITECT OF ANY DISCREPANCIES. PHOTOS,
.O• OM OF C • FI I H E I CL. I LUO
I O.F. 0 I FACE I E9.
RECYCLING : CONTRACTOR IS ENCOURAGED TO RECYCLE ALL
BO
TTOM TTOM . FINISH INT. INTERIOR OH OVERHEAD CHD. SCHEDULE `E TERIALS POSSIBLE AND TO USE RECYCLED M�ITERIALS
WHERE GENERAL _„ •
BETWEEN DBL• DOUBLE FL. FLOOR OP G. OPENING SECT. SECTION VERTICAL SUITABLE AND APPROVED BY ARCHITECT.
CONTRACTOR SHOULD
DEMO. DEMOLISH, DEMOLITION F.O.C. FACE OF COLUMN L.W. UNEAR WOOD O • OPPOSITE S.F. SQUARE FT. VFY. VERIFY
NOTIFY ARCHITECT OF POTENTIAL RECYCLED MATERIALS WHICH SYMBOLS
C.BB
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. CEME CU BOARD DIA. DIAMETERF.O.F. FACE OF FINISH ORIENTED D D SHT. SHEETVCT VINYLCOMPOSITION 11LE MAY BE APPROPRIATE
FOR SUBSTITUTION. REFER TO "THE
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C.F.C.I. CONTRACTOR FURNISHED DIM. DIMENSION F.O.S. FACE OF STUDS MAX. MAXIMUM OT . OPEN TO STRUCTURE Sim. SIMILAR V.I.F. VERFY IN FELD
DIRECTORY OF RECYCLED CONTENT BUILDING AND CONSTRUCTION
CONTRACTOR INSTALLED D.S. DOWN SPOUTS . FOOT OR FEET MECH. MECHANICAL 0 j OVER . SHEATHING PRODUCTS", CLEAN WASHINGTON
CENTER, (206) 464-7040.
C.G. CORNER GUARD DN. DOWN FTG. FOOTING M.O. MASONRY OPENING SL .2.0
a C.I.P. IN P DR. DOOR P PI N SPECS. SPECIFICATIONS W/ WITH
m
F. .I.C. FURNISHED OWNER
C.J. CONSTRUCTION JOINT DTL• DET L I D Y . OF C E P. . P TE EL D. SCALE
H C®�. CONTROL JOINTDRAWING CONTRACTOR
I . MINIMUM PLYWD. PLYWOOD sm. STANDARD W/o W t 0 S SHOWN
9SHEET 2 OF 5
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DRAWING NOTES
FLASHING AT RAKE EDGE 5 NOT USED ��, STACK PENETRATION PER z
1 R DETAIL 1 SHEET A2.0 li" DETAIL 4 SHEET A2.1
PER
ROOF GUTTER PER DETAIL 2 6 10 RIDGE VE14T PER DETAIL 5
2 NOT USED SHEET A2.1
SHEE
T A2.0 V"
RIDGE FLASHING PER DETAIL 3 SHEET MASONRY CHIMNEY REPLACEMENT/REPAIR 11 NOT USED
3 z
DETAIL 6 SHEET A2.1
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A2.4 PER
0
MASONRY CHIMNEY AT RIDGE FLASHING 5
4 GUTTER/DOWNSPOUT PER g 12 INSTALL METAL DRIP EDGE W
CONDITIONS PER DETAIL 3 SHEET A2.1 DETAIL 5 SHEET A2.0cc
DETAIL 4 SHEET A2.0 SEE
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ACTION BY DATE
DESIGNED
DRAWN
CHECKED (FIELD)
CHECKED HDOTS.
74' WASHING°TON
N ENGINEERING
2 4040 Wheaton Way,Suite 202 Bremerton,WA 98310
DS DS Phone:360/405-1420 L W
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--------------- --------------------------- www.wa-eng.net
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15749 =
71
P. 3 6 P. I 1 �SSEG�sT�Rti9 c�ti
3 A2.P. � '' , EXPIRES 05 29 10
3 �' ❑ � I
M , WASHINGTON
■
3 3
----'' I STATE
9 �
PARKS
1 I P.
AND
' ————— —————_ J
RECREATION
ME
TAL GUTTER OVER COMMISSION
DOORWAY TO REMAIN
FORT WORDEN
BUILDING 313: ROOF PLAN STATE PARK
0 2 4 8 SCALE: 1/8" = V-0"
1 3 6 BUILDING 313
REFERENCE NORTH
SLATEROOF
REPAIRS
ROOF PLANS
QLL
a
A1 .0
N
SCALE
a
m
AS SHOWN
SHEET 3 OF 5
FILE NO.
M
M
f0
CAD NO.
ICE DAM PROTECTION SLATE ROOFING TILES
MEMBRANE TO EXTEND �
24" MIN. BEYOND INSIDE (E) SHIPLAP ROOF DECK 0-ce
CONT. COPPER RIDGE CAP a
FACE OF EXTERIOR WALL CONT. COPPER CLEAT 4
ICE DAM PROTECTION Nl° WOOD NAILER SECURED 2-1/2"
ICE DAM PROTECTION MEMBRANE ��� P� TO DECK ASPHALT FLASHING MEMBRANE z
MEMBRANE 3" 4" MIN. LAP WOOD FURRING-- `L 6 6 COVERING WOOD NAILER AND
` WRAPPED AROUND RIDGE BEAM
LAPPED & WOOD LATH SECURED
SOLDERED JOINT TO DECK EACH SIDE ROOFING SLATE
WHEN NECESSARY
3/4"W
COPPER PERIMETER COPPE ASPHALT SATURATED
STRAPS AT —"-- FELT UNDERLAYMENT
DRIP EDGE FLASHING 24"0 C. " " " rFJ o
CONT. COPPER (E) 2 x6 AT 16 O.C. (E) SHIPLAPL
ASPHALT SATURATED CLEAT ROOF DECK lop, w
(E) WOOD TRIM FELT UNDERLAYMENT (E) WOOD TRIM (� 764
I o
CONT. COPPER
GUTTER LINING --
ICE DATA
(E) WOOD PROTECTION
GUTTER FRAMING MEMBRANE TO o
z
EXTEND 24" MIN.
BEYOND INSIDE ACTION BY DATE
FACE OF EXTERIOR DESIRED
WALL DRAWN
PL CHECKED (FIELD)
CHECKED HDQTS.
WASHINGTON
ENGINEERING
RAKE EDGE DETAIL 2 GUTTER EDGE DETAIL 3 RIDGE DETAIL 4040 Wheaton Way,Suite 202 Bremerton,WA 98310
SCALE: 1-1/2" = 1'-0" 6" SCALE: 1-1/20 1'-0" 6" SCALE: 1-1/2" = 1'-0" 6" Phone: 360/405-1420 L W
Fax:360/3774153 � F WAStlr�l
O 0 D www.wa-eng.net
STER�9 1
sSIONAI.. ���
EXPIRES 05/29/10
rWASHINGTON
00 STATE
SOLDERED ' `
3/8" FLANGE PARKS.
SLATE ROOFING TILES
3/4" W COPPER
STRAPS AT 24" AND
O.C. (E) SHIPLAP ROOF DECK �, 0�,. PER CoNvcR5"KTQ� wRtt N tkCF— ?,>k&GS Cszt�G
" ICE DAM PROTECTION �, 16 F_As kRc-r Ax 6® tb" RRr RS ®K �R RECREATION
CONT. COPPER IN I MEMBRANE Q' ty�w ss s'`�.°�
CLEAT WOOD FURRING 11 COMMISSION
E WOOD TRIM
COPPER FORT WORDEN
GUTTER LINING
J STATE .PARK
COPPER OUTLET TUBE
4" 0 COPPER CONT. COPPER (E) 2"x6" AT '16" O.C. p
DOWNSPOUT DRIP EDGE BUILDING 313
(E) WOOD TRIM SLATE ROOF
REPAIRS
ICE DAM
PROTECTION
CONC. SPLASH MEMBRANE TO
BLOCK EXTEND 24" MIN.
BEYOND INSIDE
GRADE FACE OF EXTERIOR
WALL
_ ROOF DETAILS
QLL
aam
RO
4
a
p A2.0
4 GUTTER DOWNSPOUT DETAIL 5ftN DRIP EDGE DETAIL
SCALE: 1-1/2" = 1' " 9-ow-0 6" SCALE: 1-1/2" = 16"
�- SCALE
0 0 AS SHOWN
SHEET 4 OF 5
8
FILE N0.
CAD NO.
i
c
F
z
SOLDER RIDGE CAP TO
STEP FLASHING
COUNTERFLASHING
1/2" HEMMED EDGE ,
10« STEP FLASHING �
MIN. � � 10" �
\ � COPPER RIDGE CAP MIN. �
Wilk-
IN 00,
COPPER APRON "MI
1/2" HEMMED 4"MIN. SOLDERED CORNERS 4"MIN.
EDGE MIN APRON FLASHING FLASHING z
FOR DOWNSLOPE
CHIMNEY FACE AcnoN BY DATE
DESIGNED
HEMMED EDGE DRAM
CHECKED (FIELD)
CHECKED HOQTS.
WASHINGTON
ENGINEERING
4040 Wheaton Way,Suite 202 Bremerton,WA 98310
MASONRY CHIMNEY @ RIDGE FLASHING 2 MASONRY CHIMNEY APRON DETAIL1, P"°°e:36°'�5-'4z°
3 �w w waken uet3 �e p4 wW�n .SCALE: 1 = i -0 SCALE: i =
1'-0' B
0 2 0
15169
EXPIRES OS 29 10
WASHINGTON
UNDERLAYMENT (LOPS OVER STATE
TOP OF FLASHING FLANGE)
REPLACE MASONRY COPPER RIDGE VENT PARKS
CHIMNEY AND FLUE TO MATCH EXISTING COPPER PIPE FLASHING CAP
o SOLDERED TO SLEEVE AND
COPPER RIDGE CAP RECREATION
SOLDERED COPPER FLASHING
REPLACE MASONRY
SLEEVE COMMISSION
CHIMNEY FROM THIS �
COURSE UPWARD � 3" HEADLAP
FORT WORDEN
TUCK, Poirn, & SEAL
EXIST. MASONRY CHIMNEY EXISTING RIDGE VENT STATE PARK
Jill - 0
i0 BUILDING 313
4- MIN. SLATE OVERLAP SLATE ROOF.
G \
REPAIRS
COPPER RIDGE CAP
LAP COPPER RIDGE CAP
OVER RIDGE VENT FLASHING
COPPER FLASHING ROOF DETAILS
� CHIMNEY REPLACEMENT DETAIL 5 RIDGE VENT DETAIL 4 STACK PENETRATION FLASHING DETAILS A2.1
q
s , � � SCALE: 1-1/2' _ is—ow s° � SCALE: 1-1/2• = r—o• � SCALE
SCALE:z .E: ,• = ,�—o• _ �, o �� AS SHOWN
2 SHEET 5 OF 5
FILE N0.