HomeMy WebLinkAboutBLD94-0891 Cancelled Shell Only for Undetermined Lease - BLD Permit / Conditions - 4/22/1995 MASON COUNTY
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CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by
date by
FRAMING Walls FIRE DEPT.
date by date by
date by
PLUMBING OTHER
Groundwork Attic
date b date by
WALLBOARD NAILING
D.W.V.
date by date by
Water Line FINAL INSPECTION
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MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
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MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
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MEMO
DATE: June 24, 1994
TO: Alan Tahj a
FROM: Michael MacSems
RE: BLD94-0891
Alan, I am sending you a copy of the structural drawings for
Dennis Bilow' s proposed commercial site. In a conversation with
Mr. Bilow this morning, he informed me that two of the three
spaces will be for retail use. After reviewing the Mason County
Parking Ordinance, I believe that the applicant needs to provide
16 parking spaces (seven for office use, eight for retail) .
Please review this permit for storm water and drainage control,
and return these plans along with your comments.
Thank You,
MASON COUNTY
PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER
Shelton, Washington 98584
October 20, 1994
INTER-DEPARTMENTAL COMMUNICATIONS DATE
TO: JASON EANASSEE, DCD - Planner
FROM- ALAN A. TAHJA, P/W - Hydraulic Engineer
SU BJ: BIU94-0891 Bilow Commercial Site - Belfair
Jason,
A new set of plans was delivered to me for the Dennis Bilow commercial
site in Belfair on 10/19/94. The plan delineates the dimensions and placement
of an underground pipe and discharge structure proposed to provide storage and
discharge rate control necessary to meet County runoff rate requirements. The
plans are accompanied by a page of calculations justifying the sizing of the
discharge orifices. I have run a waterworks simulation of the site for a 100
year storm event and feel the proponent has met County requirements for runoff
control for sites where infiltration is not feasible.
If I can be of further assistance, give me a call at extension 461.
� I
AIAN A. TAHJA
File: H:\WP\LETTERS\BIL10-CS.IDC
"MASON COUNTY STRUCTURAL REVIEW COMMENTS"
RE: JOB: BLD94-0891
DENNIS BILOW
*SHELL ONLY FOR UNDERTERMINED LEASE COMMERCIAL BUILDING
1) (Per table 5-A) Occupancy Classification: B-2 (Office)
2) Proposed Floor area = 3,620
3) Location on property: North: 173'
South: 32'
East: 33'
West: 7'
4) (Sec. 2201 UBC) Type of construction = V-N
5) (Per talble 33-A #29 UBC) Max. occupancy load / office space 1) = 10
office space 2) = 12
office space 3) = 14
5) A) (Table 5-A): Fire resistance of exterior walls must be 1 hour when less than 20' west
wall must be a true 1-hour fire resistive wall. See plans page 7 of 7 detail "C" for
corrections.
B) (Table 5-A): Openings in exterior walls: You must have protected openings when less
than 10' from property line. West wall is only 7 feet. Any opening in this wall must be
protected.
OCCUPANCY CONSTRUCTION REQUIRFAMNTS PER CLASSIFICATION:
A) (Light: (Sec. 705) A) You must provide natural light by means of exterior glazing equal
to 1/10 the total floor area or must be artificial light provided.
B) (Ventilation: (Sec. 705) B) You must provide natural ventilation by means of exterior
openings with not less than 1/20 of the total square area. Or be mechanically operated
ventilation systems capable of supplying a minimum of 5 cubic feet per minute of ouitside
air per occupant with all total circulated of not less than 15 cubic feet per minute per
occupant load in all occupied portions of the building.
Toilet rooms shall be provided with a fully openable exterior window at least 3 square feet
in area; or a vertical duct not less than 100 square inches in area for the first toilet
facility, with 50 additional square inches for each additional facility, or a mechanically
operated system capable of providing a complete change of air every 15 minutes. Must
be ducted to the exterior and no closer than 3' feet from any opening. Not to be ducted
out west wall unless duct is fire protected. (WSEC & VIAQ MAY BE MORE
RESTRICTIVE).
C) Sanitation: (Sec. 705-C) You must provide seperate bathroom facilities for each sex
when the exployee's exceed (4) four. *Bathrooms must meet all A.D.A. requirements
for handicapped access.
D) Draft Stops: (Sec. 2516-F) III Shall not exceed 60 horizontal feet betwwen draft stop
and 3000 square feet. Page 2 of 7 on plans <A> and <B> must be draft-stops
continue to under side of roof sheathing. Any ducts penetrating threw draft-stop must be
fire and smoke dampered.2
Any door or access threw attic draftstop must have self closing hinges. Must tape and
mudd sheat rock on draftstop.
EXITS:
A) Distance to Exits: (Sec. 3303-D) The maximum travel distance from any point to an
exterior door is 150 feet in an unsprinkled building.
Note: Must maintain a minimum 36" clear path of travel at all times.
B) Doors: (Sec. 3304-B) The door latch shall release when subjected to a 15 pound force
and the door shall be set in motion when subjected to a 30 pound force. The door shall
swing to a full open position when subjected to a 15 pound force.
C) Lock or latch: (Sec. 3304-C) Exit doors shall be openable from the inside without the
use of a key or any special knowledge.
Exception: Panic Hardware may be omitted from the main exit as long as there is a
readily visable, durable sign adjacent to door stating: THIS DOOR MUST REMAIN
UNLOCKED DURING BUSINESS HOURS. Letters to me min. 1" in height on a
contrasting back ground. When unrocked the doors must free to swing without operation
of any latchig device.
D) Panic Hardware: (Sec. 3304-D) When installed, shall comply with UBC Standard No.
33-4. The location shall comply with A.D.A. requirements for handicapped access.
E) Floor Level at Doors: (Sec. 3304-I) The floor or landing shall not be less than 1/2" in
lower than the treshold of the doorway. Exterior landings max be sloped a 1/4" per foot
maximum.
F) Exit Illumination: (Sec. 3313-A) Exits shall be illuminated at any time building is being
occupied with light having an intensity of not less than 1 foot candle of power at floor
level.
G) Tempered Safety Glazing: (Sec. 5406-D#6) Glazing in fixed or operable panels adjacent
to a door where the nearest exposed edge of the glazing is within a 24-inch arch of a
door and where the bottom exposed edge is less than 60" above the walking surface.
***********
Page No. 1 CONDITIONS/CORRECTIONS FOR CASE NO.: BLD94-0891
DENNIS BILOW
NE140 STATE ROUTE 300 BELFAIR
11/22/94
1) PLANS REQUIRED ON SITE -- All approved plans are required to be on-site for inspection purposes.
If inspection is called for and plans are not on site, Approval WILL NOT be granted. In addition,
a Re-Inspection fee in the amount of $30.00 per hour (minimum 1 hour) will be charged and must be
collected by this department prior to any further inspections being performed or approval
granted.;;X
2) POST ADDRESS -- PURSUANT TO 1991 UNIFORM BUILDING CODE, SECTION 305(C) AND SECTION 513, ALL SITES
MUST HAVE APPROVED NUMBERS OR ADDRESSES PROVIDED IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND
LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. MASON COUNTY BUILDING DEPARTMENT REQUIRES
THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS. A REINSPECTION FEE, BASED ON
RATES IN TABLE 3A OF THE 1991 UNIFORM BUILDING CODE WILL BE ASSESSED IF OWNER/CONTRACTOR FAILS TO
POST ADDRESS ON SITE PRIOR TO REQUESTING INSPECTIONS.;;X
3) ALL CONSTRUCTION -- ALL CONSTRUCTION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC
REQUIREMENTS;X
4) Changes to Approved Plans -- Changes to approved building plans that effect compliance to the 1991
Washington State Energy Code, 1991 Ventilation and Indoor Air Quality;Code, the Uniform Building
Code and/or Mason County Regulations must ;be approved by Mason County prior to
constructionX
5) Field Correct -- CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING
DEPARTMENT AND UNIFORM BUILDING CODE.x
6) FIRE PROTECTION REQUIREMENTS -- FIRE PROTECTION REQUIREMENTS:;1. PROVIDE 2A 1OBC RATED FIRE
EXTINGUISHERS AS NOTED ON PLANS
7) Flammable & Combustible Liquids -- The use, handling and storage of hazardous materials or
flammable and combustible liquids in excess of 10 gallons is not allowed without the approval of
the Mason County Fire Marshal.;;X
8) Sideyard Setback -- Proposed structure or any portion thereof greater than 30" in height from
grade line, must maintain a minimum of 5' setback from all property lines, easements and right of
ways.;X
9) Parking -- Parking should be sufficient for normal parking stalls (9 feet by 20 feet) and
handicap parking stalls (12.5 feet by 20 feet) with sufficient maneuvering aisles. Handicap
stalls should be of a smooth, flat surface and should be signed with the International Symbol of
Access. Screening from adjacent residential properties is required.
10) **CUSTOM CONDITION** -- THIS PERMIT IS FOR A SHELL ONLY, A SEPARATE MORE DETAILED PERMIT WILL NEED
TO BE APPLYED FOR WHEN CUSTOMER DETERMINES WHAT BUSINESS'S WILL BE
USED.x
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MASON COUNTY
DEPARTMENT of GENERAL SERVICES
Mason County Bldg. III 426 W.Cedar
P.O. Box 186 Shelton,Washington 98584
(206)427-9670
BUILDING PARKS& RECREATION FAIR/CONVENTION CENTER ADMINISTRATION
1994 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Project description:
Dennis Bilow
NE 140 State Route 300
Belfair, WA 98528
Proposed Commercial Building Permit number: BLD 94-0891
ENERGY REVIEW
Building Envelope Requirements:
Prescriptive Path Per Table 13-1
Attic: R-30 Minimum * see 1311.2
Walls : R-11 Minimum
Slab: R-10 Minimum * see 1311.5
Doors : U-Value . 60 or less
Glazing: U-Value . 90 or less * see 1323 . 1
Special notes :
1311 .2 Where lighting fixtures are recessed into a suspended or
exposed grid ceiling, the roof/ceiling assembly shall be
insulated in a location other than directly on the
suspended ceiling. Exception: Type IC rated recessed
lighting fixtures .
1311 . 5 Slab-on-grade insulation installed inside the foundation
wall shall extend downward from the top of the slab a
minimum distance of 24 inches or to the top of the
footing, whichever is less . Insulation installed outside
the foundation wall shall extend downward a minimum of 24
inches or the frostline, whichever is greater. Above
grade insulation shall be protected. Horizontal
insulation not allowed.
s
1323 . 1 -Wall area 310 l . f . x 10' ceiling = 3100 gross wall area.
-Glazing area totals 445 square feet.
-445 sq. ft. glazing divided by 3100 gross wall equals
14 .49,; glazing area.
Building Mechanical Systems.
1412 . 1 Temperature Controls: Qty 3 each- Honeywell T87F heating
only thermostat.
1412 .4 Setback and Shut-off: Honeywell T87F capable of seven
day clock and seven settings per day.
1412 .4 . 1 Dampers: Dura-zone Fresh Air Make-up wired to timer
capable of closing automatically when the system is off
or upon power failure. Exception: Combustion air
intakes.
1412 .7 System will be balanced and certified by All Comfort
Control.
1414 . 1 Sealing Ducts: Foil tape.
Static Pressure: - 1/2 inch to 2 inches; seal transverse
joints.
2 inches to 3 inches; seal transverse
joints and longitudinal seams
- above 3 inches; seal transverse
joints, longitudinal seams and duct
wall penetrations.
1414 .2 Insulation of Ducts: Foil backed insulation; minimum R-7
1420 Simple System: Furnaces pushing approximately 1200 cfm
per unit.
Minimum 809.- efficient 7801 AFUE
Lighting Power Allowance:
Interior Lighting Power Allowance: Interior will be treated as a
common area allowing . 80 watts per square foot. Due to
undetermined occupancy, an electrical permit must be obtained prior
to lighting change out.
3620 square feet x . 80 watts = 2896 Total interior wattage allowed.
Exterior Lighting Power Allowance:
Perimeter of building 310 if x 7.5 watts = 2325 watts
Parking area is 6569 sq. ft . x .20 watts = 1314 watts
Total exterior wattage allowed = 3639 watts
ALL COMFORT CONTROL Page No. of Pages
1961 BAY STREET
PORT ORCHARD,WA 98366 HEATING,AIR CONDITIONING
206-895-0757 &REFRIGERATION
PROPOSAL 00161:
LICENSE NO. JOB PHONE NO.
To: DENNIS BILOW ALLCOC*086M2 275-0100
JOB NAME/NO.
N.E. 370 LARSON BLVD. SAME
JOB LOCATION
BELFAIR, WASHINGTON
98528
We hereby submit specifications and estimates for:
INSTALLATION, START AND TEST OF A BRYANT NATURAL GAS FURNACE
HEATING SYSTEM TO INCLUDE:
-2 EACH-BRYANT 80% EFFICIENT NATURAL GAS , NATURAL DRAFT FURNACE MODEL
376CAV024040 RATED AT 37 , 000 BTU OUTPUT.
-1 EACH-BRYANT 80% EFFICIENT NATURAL GAS , NATURAL DRAFT FURNACE MODE
376CAV024055 RATED AT 56 ,000 BTU OUTPUT.
-3 EACH-HONEYWELL T87F HEATING ONLY THERMOSTAT.
-DUCTWORK TO PROVIDE 20 TOTAL WARM AIR SUPPLY REGISTERS AND 3 RETURNN
AIR REGISTERS . REGISTERS TO BE LAID OUT AS FOLLOWS :
-900 & 1200 SQ. FT--6 REGISTERS EACH
-1500 SQ. FT. --8 REGISTERS .
ALL DUCTWORK IN UN HEATED AREAS TO BE INSULATED WITH FOIL BACK WRAP
AND ALL INSULATION SEAMS TO BE SEALED WITH FOIL TAPE . RETURN AND
SUPPLY PLENUMS TO BE SOUND LINED AND ALL REGISTER BOOT HOLES TO BE
CUT BY HVAC CONTRACTOR.
-GAS PIPING FROM GAS METER TO FURNACES .
-EXHAUST VENT DUCTWORK FROM FURNACES .
-GENERAL CONTRACTOR TO PROVIDE ELECTRICAL TO GAS FURNACES .
-PERMITS PROVIDED BY GENERAL CONTRACTOR.
Ventilation and Indoor Air Quality
Per Table 3-4 VIAQ
Occupancy: Office Space
-Estimated occupancy per 1000 sq;ft. = 7 persons
-Outdoor air requirements per person = 20 cfin
-3620 divided by 1000 = 3.62 x 7 = 25 total persons
-25 persons x 20 cfin = 500 cfin
All comfort Control must provide certification showing compliance:
1) 500 cfin fresh air intake, tested
2) Describe test method
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o MASON COUNTY
IC WORKS DIRECTOR/COUNTY ROAD FNOINEE'R
JUL 13 04 Shelton, Washington 98584
HEALTH SERVICES
INTER-DEPARTMENTAL COMMUNICATIONS
DATE C'Uly 8, 1994
TO: MIC HhM MacSEW, DCD - Plannar
FROM: AIM A. VW-A, P/W Hydraulic Engineer
SUBJ, BID94-0891 Bilow Cerrercial Site - Bel fair
M1c�utsl,
I've reviewed the Bilow proposal in Belfair, been in contract with Mr.
BUM and his engineer, Richard Prior, and feel their proposal is aoaeptmble
with two minor dw)ges and the addition of an Operation and Maintersanoe
awer,ant. I have discussed the hydraulics of the proposal with Mr. Prior and
he has agreed to reduce the size of the lower discharge orifice to 211. 1 also
discussed d modaling of the project with Per. Prior and feel this proposal
will work,Tf the proponwnt can show that the parking area is designed (graded
or c rtiod) so that during the 100 year storm ervent, approximately a 311 deep
pond will darvo.lop in the parking area in detention. 'Phis should be possible
through a ocmbination of curbiM and grading.
Attached please find a cry of an O&M agrement that should be executed
the owner. I have Paned a of this
by Dopy agreenent to Mr. Prior for submittal
to Mr. Bilow.
As we discussed aver the phone, depending on the building use and the
criteria we use to determine parking needs, parking requirements range frrrn 12
to 24 "ces. The proponent could easily add arse or two spaces at the north
end of the proposed parking along the westerly property lime, but: I feel the
wide corridor pressed is preferable since this path will still be the aooeea
for the Fourplex located at the back of the property. A means of ensuring
adequacy of tha paxlking might be a restriction limiting the amount of floor
area that can be utilized for prvfe"ional servioes.
Mr. Prior will be w.2=it:ting three copies of the revieed stop water plan
to yaw department In the vary near future.
If I can be of further ass istalx]a, give me a call at extension 461.
AIAH A. TAKTA
encl t 1--2 page OW ovvenant
File, �,\wr\�a�r-rxRs\art.ow•cA. YL�C
DECLARATION OF COVENANTS ASSOCIATED WITH
PRIVATELY MAINTAINED STORM DRAINAGE FACILITIES
Declaration of Covenant
n. an ideration of approval of the development known as
F9 ey%,�ef!t relating to real property legally
described as follows:
The undersigned, as owner(s) , covenant and agree that:
1. If at any time NauQn reasonably determines that
maintenance or repair work is required to be done to the existing,
approved storm drainage facilities installed on the property
described above and located outside of any public right-of-way
(wklich will mean repair and or clean out of the existing system
only to the same standards as originally installed and approved) ,
the Director of the Department of Public works shall give the
current owners seven days notice that the County intends to perform
such maintenance or repairs, or to have them performed by others.
If the current owners have not completed or are not diligently
pursuing the repair or maintenance of the system and it becomes
necessary for Map9n County to perform the work, the current owners
will assume responsibility for the cost of such maintenance or
repair and will reimburse the county within thirty days of receipt
of the invoice. Overdue payments will require payment of interest
at the current legal rate for liquidated judgments, and any costs
or fees incurred by the County, should any legal action be required
to collect such payments , will be borne by the parties responsible
for said reimbursements.
2 . If at any time Mason county reasonably determines that the
existing and approved storm drainage system on the property poses
a hazard to life and limb, or endangers property, or adversely
affects the safety and operations of a public way, due to failure,
damage or non-maintenance of the existing on-site storm system, and
that the situation is so adverse as to preclude written notice to
said owners, the Director of the Department of Public Works may
take the measures necessary to eliminate the hazardous situation
(which will mean repair or clean out of the existing Bystem only to
the same standards as originally installed and approved) provided
the Director has first made a reasonable effort to locate said
owner before Acting.
The current owners will assume responsibility for the cost of
such maintenance or repair; and will reimburse the county within
thirty days of receipt of the invoice. Overdue payments will
fide: M:\WP\6TRMWTR\0&M•AGRE.MNT Page 1 of 2
require payment of interest at the current legal rate for
liquidated judgment*, and any costs or feaa incurred by the County,
should any be borne by the parties responsible for said
reimbursements,
3 . The owner shall keep the Mason county Public Works
Department informed at all times as to the name, address and
telephone number of the contact person responsible for the
performance of maintenance or repair work to the storm drainage
faoilities.
These covenants are intended to protect the value and
desirability of the real property described above, and to benefit
all the citizens of Mason County. They shall run with the land and
be binding on all parties having or ac uiring from the current
owners or their successors, any right, tle or interest therein,
and to the benefit of all the citizens f Mason County
caner
owner
STATE OF WASHINGTON,
ss. (INDIVIDUAL ACKNOWLEDGEMENT)
County of rtAsox
I16 1c3,�c� _, otar Public in and for the
State of Washington, residing ate � C _,do
hereby, certify that on this _ II ` day of
19_` ,personally appeared before me �In ,'
to me known to
be the individual_ described in and who executed the within
instrument and acknowledged that signed and scaled
the game as h 1_,a free and voluntary act and deed for the
uses and purposes herein mentioned.
GIVEN U=ER MY BAND AND OFFICIAL BEAL this day of
19 9 -
Notary Public in and for the
State ;/JO washingtpn, residing
at Z ®.t C2LQ'1 — -
My commission ex x s
Me; M:\MP\$TRMWTR\0&M•AGRc,MN7 Page 2 of 2
s '
MASON COUNTY
PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER
Shelton, Washington 98584
July 8, 1994
INTER-DEPARTMENTAL COMMUNICATIONS DATE
TO. MIS MacSEMS, DCD - Planner
FROM: ALAN A. TAHJA, P/W - Hydraulic Engineer
SUBJ. BLD94-0891 Bilow Commercial Site - Belfair
Michael,
I've reviewed the Bilow proposal in Belfair, been in contact with Mr.
Bilow and his engineer, Richard Prior, and feel their proposal is acceptable
with two minor changes and the addition of an Operation and Maintenance
covenant. I have discussed the hydraulics of the proposal with Mr. Prior and
he has agreed to reduce the size of the lower discharge orifice to 211. I also
discussed my modeling of the project with Mr. Prior and feel this proposal
will work, if the proponent can show that the parking area is designed (graded
or curbed) so that during the 100 year storm event, approximately a 3" deep
pond will develop in the parking area in detention. This should be possible
through a combination of curbing and grading.
Attached please find a copy of an O&M agreement that should be executed
by the owner. I have faxed a copy of this agreement to Mr. Prior for submittal
to Mr. Bilow.
As we discussed over the phone, depending on the building use and the
criteria we use to determine parking needs, parking requirements range from 12
to 24 spaces. The proponent could easily add one or two spaces at the north
end of the proposed parking along the westerly property line, but I feel the
wide corridor proposed is preferable since this path will still be the access
for the Fourplex located at the back of the property. A means of ensuring
adequacy of the parking might be a restriction limiting the amount of floor
area that can be utilized for professional services.
Mr. Prior will be submitting three copies of the revised stormwater plan
to your department in the very near future.
If I can be of further assistance, give me a call at extension 461.
AIM A. TAHJA
encl: 1-2 page O&M Covenant
File: H: \WP\LETTERS\BILOW-CS.IDC
i
MASON COUNTY
PUBLIC WORKS DIRECTOR/COUNTY ROAD ENGINEER
Shelton, Washington 98584
August 9, 1994
INTER-DEPARTMENTAL COMMUNICATIONS DATE
MICHAEL MacSEMS, DCD - Planner
FROM: ALAN A. TAHJA, P/W - Hydraulic Engineer
SUBJ: BLD94-0891 Bilow Coomercial Site - Belfair
Michael,
Richard Prior, P.E. of H.Y.C. , Inc. has submitted a new set of
specifications for Dennis Bilow's proposed office complex in Belfair,
Washington. I consider the new plans to be in accord with Mason County's
drainage requirements for commercial sites.
An Operation and Maintenance covenant still needs to be prepared by the
proponents and recorded as an attachment to the property's deed. A copy of the
recorded instrument should be submitted to the County for our records. I
provided H.Y.C. Inc. with a sample O&M Covenant, but have not received a
completed document back. I wouldn't withhold permit issuance because of the
lack of the O&M Covenant, but will not be able to give any final acceptances
until the O&M document is in force.
If I can be of further assistance, give me a call at extension 461.
A. TAHJA
cc: HYC/Prior
File: H:\WP\LETTERS\BIL02-CS.IDC
l