HomeMy WebLinkAboutBLD03-252
Waterman & Koh Building
181 Quincy Stree[, Suite 301
Port Townsend, WA 98368
Phone: (360)344-3057 Fan: (360)385-7675
CITY OF PORT TOWNSEND
CONSTRUCTION PERMIT & INSPECTION RECORD
THIS CARD MUST BE POSTED AT CONSTRUCTION SITE
Call 385-2294 for Inspection
Permit Number: BLDO3-252 Issued: 11/07/03 Parcel Number: 989 700 808
Job Address: 839 Water Stret't Zoning: C=III Type: VV=N Occupancy: M
Total Occupant Load: NC
Nature of Work: Repair Failed Support Column
Owner: Hastin¢s Estate Co. Inc. Contractor: Townsend Builders. Inc. TOWNSB1088JA .
GENERAL CONDITIONS APPLY -SEE LAST PAGE
SEPARATE PERMITS REQUIRED:
Electrical -Contact Labor & Industries @ 360-417-2702
NOTE: Special Inspection is required for placement of reinforcement and high-strength concrete per
UBC Section 1701. S and engineer's notes. ICBO certified inspectors shall be listed in the current edition
• of WABO Anency and Inspector Re tg•ster or present credentials to the Building Department prior to
performing inspections. Required Special Inspection Reports shall indicate compliance with the plans and
specifications and shall be copied to the Building Department in a timely manner. Permit Holder or
Permit Holder's Agent shall review and oversee correction of any and all deficiencies noted by required
special inspections.
REQUIRED INSPECTIONS
APPROVED/DATE
DEMOLITION /
,
Materials from construction shall be deposited in approved I
areas off-site in accordance with all state and local laws
and ordinances
FOOTING/GRADE BEAM
Forms
Reinforcement -grade 60
(2) #6 @ 18" o.c epoxy grout (see engineer's notes on
sheetSla) w/min. IS"embedment
• Call 48 hours before you dig for utility line locates
1-800-424-5555
Page 1 of 3
REQUIRED IN~PF,C'TTnNC
Permit #BLD03-252
FOUNDATION -special inspection required acv ~ ua~, Lca a L
Stepped Foundation Walis -refer to sheets S4 & S6
20" x 20" steps @ existing wall ~C
Diagonal Wall -horizontal steps @ I S"
Reinforcement -grade 60 ~
Existing sandstone basement wall stepped portion, (2)
#S dowels epoxy into sandstone wall w/min. 12" ~J
embedment (see engineer's notes on epoxy, sheetSla) (~ i
Dowels- details I/S4 & 4/S6 ~' 1
12" Concrete Wall -see detail 2, sheet SS & S6 /
Reinforcement - #5 @ 10 " o. c. each face, each way, w/ L ~i
dowels to match per detail 2, sheet S6
COLUMN -special inspection required
~
Reinforcement ~;
Ties ~ '
Hoops
d #6 b
E
i
f
pox
e
ars @ top o
column into existing brick
Shelf- detail #1, sheet SS
Brick Ledger @ column, see detail #1, sheet S6 ••~ ~
EXISTING BEAM -see detail 3/S6
Beam Pocket .,
~
Steel Angle Plate ~
` '
LagBolts-(2)1/2"x 5" ~`'
Epoxied Anchors -per detail; take care to avoid column ~ ( !
reinforcing \
POST FRAMING & FLOOR JOISTS
Concrete Plinth
~ ~ ~ (~Sw
~ \~~ J
Reinforcement -grade 60 ~
'/ ~ D3
~ v ~ ~
'
Positive Connection -epoxy into existing slab ~
~~
,.
Posts-6"x6"@7'9"o. c.
Post Base c~
Post Cap ~
Beam - 6" x 12" ~
Positive Connection - H2.5 clip @ each joist i
Joists - 2 "x 1 Z "sister ~
y
Lap 1\
Nailing '
H2.5 clip to beam ~
Expansion bolts positive connection to fdn. wall
FINAL
Final -Building
Call 48 hours before you dig for utility line locates
1-800-424-5555
Page 2 of 3
,.
~~
Permit #BLI7~3-252
GENERAL CONDITIONS
1. Contractors working on this project are required to have a Labor & Industries contractor's re¢istration
number and a City business license. Failure to provide proof of this documentation prior to work may
result in job shut down while this is accomplished.
2. Temporary erosion and sediment control (TESC) measures shall be installed on-site and inspected prior
to beginning construction; ca11385-2244. Measures shall include installation of silt fencing and graveled
construction entrance (see attached details). Adjacent rights-of--way shall be kept free of dirt debris. Soils
exposed during construction shall be temporarily stabilized with mulching, plastic sheeting, etc. Soils
shall be permanently stabilized with seeding, plantings, sodding, etc. once construction is complete.
Applicant is responsible for protection of adjacent properties.
3. All elements of engineering including nailing, holdowns, sheathing, and alternate braced wall panels
(ABWP) require inspection prior to cover.
4. Owner or owner's agent shall review and oversee correction of any and all de5ciencies noted by required
inspections.
5. Re-inspection is required after inspection report corrections are completed.
6. The Building Department is unable to pass final inspection on your project until Public Works
requirements have been completed and inspected. For Public Works inspection ca11385-2294. A
minimum of twenty-four hours notice is required. Public Works approval must be received prior to
• scheduline the Buildine Department's final inspection.
7. Final Inspections are required prior to occupancy; A Certificate of Occupancy is required fora non-
residential project.
8. All building permits expire if no progress has been made within six months, or if no inspections are done
by the Building Department within one year. Call far at least one inspection per year to keep your
building permit active.
9. Revisions require submittal & approval prior to making changes in the £ield. Contact the Building
Department @ 344-3057 prior to making changes to the approved plans.
10. POST TIIIS PERMIT ON-SITE WTTH THE APPROVED PLANS.
Ca1148 hours before you dig for utility line locates
1-800-424-5555
Page 3 of 3
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