BROADWAY E 5111 CENTRAL PREMIX OFFICE ADD
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- ENGINEER'S REVIEW SHEET
BLDG. PERMIT # -or -FILE#
~ B93036-9-3
Related File # ( )
Date to Review 3-24-93 Time 10:00 # PRE-CONSTRUCTION
Date to AA & DR Time .
Date Iteceived 3-17-93
Project Name ADD-CENTRAL PREMIX OFFICE No. Lots No.Acres
Section - Township - Range
SI'Ik ADDRESS BROADWAY E 5111/E HAVANA PARCEL # 14532-0101
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Applicant's Name TERRY GOEBEL Phone # 535-8877
Address Work #
Date Conditions mailed
Contact person Phone #
FLOOD ZONE V NO W S SCHOOL
Euginecr / Surveyor's / Architect's Name
Planning Contact Person Phone # 456-2205
Date Submittcd Description Initials
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G1") AGREEMENI' TO PAY FEES COMPLL'rED & COPY TO ACCOUNTING
FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING
NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESIGN DEVIATION SUBMITTED
ALTERATION TO PLAT - BLOCKS & LOTS
HEARING EXAM APPROVED DENIED- APPEALED BBC APPROVED DENIED
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c1p\t\review.for
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S P O K A N E e.;~, C O U N T Y
OFFiCE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMEUT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
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ENGINEER'S AGREEMENT NUMBER ,
This agreement between Spokane County and
kname orpason J
«rhose interest in the project is (~~`'141
ki.c. owner, agent, etc.)
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is ;:ntered into 4tl-lis <F day of 1993 . This agreement is applicable to the Niojua
know as•
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(projec[ aaaress or niename dc uie numoer) - v ~
That the individuals and parties named herein as having an interest in the above described property or
project agree to the following:
1. Reimburse Spokane County for project review and inspection fees as specified in
Board of County Commissioner's Resolution 80-1592 attachment C, as amended.
The fees will be based on actual salary costs incurred by Spokane County for project
reviews and / or inspections plus a ten percent administrative charge, and will be
billed monthly as accrued.
2. The undersigned agrees that these fees arP due and payable upon receipt of the billing as specified above. The monthly billing should be sent to the attention of:
NAME: ~ C~"P..r , ~ o~ ✓ ~
ADDRESS:
CITY, STATE:
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ZIP CODE:
PHONE I understand that failure to pay these fees may result in delay in completion or ap r val of the project or
other possible sanctions.
SIGNATURE By: ,
(PRINT 'KAME)
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
k1gV\agreemen.fee 3/9~' 811 JeFferson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715
PROJECT NUMBER= 92010083 APPLICATION DATE= 04/06/93 PAGE= 01
THIS IS NOT A PERMIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 5111 E BROADWAY AVE PARCEL#= 35142.0101 •ADDRESS= SPOKANE WA 99212 PERMIT USE= OFFICE ADDITION
PLAT#= 002668 PLAT NAME= TOWN OF YARDLEY •
BLOCK= LOT= ZONE= I-3 DIST#= E
AREA= 00000000 F/A= FWIDTH= 280:'-DEPTH= 312 R/W=
# OF BLDGS= 1 # DWELLINGS= WATER DIST =
. • OWNER= CENTRAL PRE-MIX CONCRETE CO PHONE= 509 534 6221
STREET= 5111 E BROADWAY AVE ADDRESS= SPOKANE WA 99212 • '
CONTACT NAME= TERRY GOEBEL ' . PHONE NUMBER= 509 535 8877
BUILDING SETBACKS: FRONT= NA LEFT= NA RIGHT= NA REAR= NA
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~*****,t***************~******* REVIEW INFORMATION
DEPARTMENT REVIEW REQUIREMENT '
BUIL'DING REVIEW COORDINATOR - J SHATTO '•COMMENTS :
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BUILDING PLAN REVIEW REQUIRED COMMENTS:
ENGINEER DRAINAGE PLAN REQ'D
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COMMENTS : HEALTHDIST NEW OR ADDITIONAL WASTE WATER 3_ )Z*6_' p2r.A1~pmn~l ' `COMMENTS: •
PLANNING SITE PLAN REVIEW REQUIRED ' .
COMMENTS:-
FIRE DISTR FIRE FLOW TO BE REVIEWED pAj,{L CNASG q/tAs _
COMMENTS:
i,
2 'o- 1993 ~4!
REPORT OF 3/24/93 PRT'-CONSTRUCTION CONFERENCE
5111 L-AST BROADWAY - OFFICE ADDITION FOR CENTRAL PRE'~.`I1%f~X~°~ p~v~V'
I NA[vtE I ADDRCSS I CI'IY I STA'IE I ZIP I PHONE I CONTAC7'
OVVNER I Ron C.ater/Gentral PreMix ~ P.O. Box 3366 I Spokane ~ WA I 99220 ~ 534-6221 I
CON'IT2AC1-Olt I Terry Goebel I P.O. Box 3086 I Spokane I WA I 99220 I 535-8877 I X
ARCf-iITECT I Marv Moorc/Tan, I3oylc I 117-1/2 N.1-iowarci I Spokane I WA I 99201 I 455-8648 I
PROJECT OVERVIEW
Proposed is a 2 level 50' extension to east of existing unsprinklered building & will consist of plant pre-cast walls & roof
(no grass on rooo. Total employees using building after addition is constructed will be approximately 50. No new signs or exterior
storage are proposed. 1980 permit values huilding at $700,000. This addition valuation is approximately $160,000.
SUMMARY OF PROPOSED
OCCU-
LANll USL' PANT CONST PIRS
PARCLL 'LONB AC7'IONS TYPB BUILDIIVG USL' SQ.PT. GROUP TYPE FLOW R+A'fER PURVEYOR / PHONE
35141.2412 I I-2 I Nooc I Additioa I O(fce + 4,400 B-2 I IIIN I 3,000 I City of Spokane 625-7800
+.2410PfN I I f I Iiasemeut storage toGal 2 Ooors I ~ I
' DISCUSSION TOPICS (clEUitications, additions, and corrections to written comments)
PLANNING DEPARTMENT (456-2205) CONTACT: JOHN PEDERSON
* NOTE: Parcel # on submittal (35142.0101) + corrected parcel # stated during meeting (35142.2410 &.2412) are incorrect.
Verify correct parcel numher.
* Required number of parking stalls cannot be determined although 63 illustrated on site plan appears to be adequate.
ENGINEERING & ROADS (456-3600) CONTACT: BOB TURNER
` Written comments were prepared & a copy given to thc applicant.
HEALTH DISTRICT (324-1560) CONTACT: DARYL WAY
' 1979 permit allowing for on-site septic system serving up to 70 employees. This will be honored by Health Dist. although
it doesn't meet with current specifications.
* City of Spokane has designated this as "future sewer service area" & sewer should be available within 3-4 years.
* Health District authorizes Division of Buildings to release their portion of the building permit.
FIRE DISTRICT NO. 1(928-2462) CONTACT: PAUL CHASE
* Existing fire hydrants serving site are adequate.
DIVISION OF 13UILDINGS (456-3675) CONTACT: TOM POSTLEWAIT
' Written comments were prepared & a copy given to the applicant. Refer to those for specific requirements.
` For information on the Americans with Disabilities Act, call 1-800-435-7232.
SEE REVFRSE FOR PERM/T RECEASE REDUIREMENTS
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YERMIT RELTASE.I2LQUIREIIENTS
Please submit seven (7) sels of revrsed site, drainage, and landscape plans plus three (3) complete sets of construction drawings to
the Deparlment of Burldings fvr ac;knvwldgement and distribution to all the appropriate agencies. In order fvr all agencies
to expeditivusly prvicess your prvject, it is important that submittals inclucie all necessarydrawings and documents to insure
that review of your prvject is completed in the least amount of time. Dvcuments shvulci include: building address and legal
lega/ descriptivn vf prvperly.
Spokane County's Project Review Coordinator will be Julie Shatto at the Dept. of Buildings (456-3675).
~ PLANIJING ~ ENGINEER~ HEAL.TH I FIRE I BUILDINGS
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21 ( Fence location, height, & type (of eacisting) ~ X
31 1 Parcel boundary dimensions + accurate parcel number(s) ~ X
41 1 Parking stalls (number, striping, dimension, directional arrows) ~ X
51 1 Setbacks to property lines + centerline of streets ~ X
61 1 Square footage & type of use of existing bldg ~ X
71 1 Square footage & type of use of proposed ~ X
81 1 Lot coverage calculations (building vs land) ~ X
91 !Drainage/slope of roots (plans + calculations) X
101 1 Pipe c3lculations X
111 1• Handicap parking stalls & accesswa~ (into & within bldg) X
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131 1 Certificate of Exemption X
141 1 Agreement to pay fees X
151 1 Critical Materials list for entire parcel number ~ X X X
161 1 Lock (Knox) box entry sytem X (
171 1. Spccial Inspection forms ~ ~ ~ ~
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191 1 Construction drawings X
201 1 Design specifications of existing/proposed building X
211 1 Electrical details X
221 1 Energy details/calculations & heat loss X
2.3 1 1 Heating, ventilation & air conditioning drawings X
241 1 Lighting budgets X I
Z5 I I Plumbing details X
261 1 Structural drawings with wet at' ns X
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Page 1
OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WASHINGTON
Project: Central Pre-Mix Addition Date 3-24-93
Address: E. 5111 Broadway
Parcel No: 14532-0101 Ref No. B93036
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review. .
A) For any new hard surface area, for an asphaltic roof, or
a'roof containing HVAC machinery, a drainage plan
for the site shall be prepared in compliance with
5pokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain: .
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Drainage plan as specified.
2. Other information:
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a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
desiqn, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles.
C) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
: required for completion of the improvement.
Page 2
D) The owner of the property or the authorized .
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
Only after all the information and requirements listed above
are supplied or completed and the necessary review has been
accomplished will your building permit be released.
Your contact person at the County Engineering Department may
be contacted at 456-3600. Your contact person is Robert Turner.
NOTICE OF TRANSMITTIL-ki., ~
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TYPE OF CONFERENCE
PREAPPLICATION PRECONSTRUCTION DATE:
TIME:
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DOCUMENTS CIRCULATED
DISTRIBUTED TO: FUZE Drsr
EtEC'D I DESCRIPTION BUII.DINGS IPLANNIlVG JENGINEERS IHEALTH I SCAPCA rro. OT'HER
'C Site Plapjne (rev. )
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Landscape Cost Estimate
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The above items have been received:
~
Jate of transmittal: BYi
Spokane County Department of Buildings * West 1303 Broadway Avenue * Spokane, WA 99260 *(509) 456-3E75
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NOTICE OF TRANSMITTAL
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TYPE OF CONFERENCE
PREAPPLICATION PRECONSTRUCTION ~ DATE:
TIIviE:
OTHER: ~
DOCUrMENTS CIRCIrI.,A'I`ED
DISTRIBUTED TO: FUW ncsr
REC'D ~ DESCRIPTION BUII.DINGS IPLANNING JENGINEERS IHEALTH I SCAPCA OTHER
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Agreement- to Pay Fees N{`.
Irrigation Plan
Landscape Plan
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Traffic Circulation Plan
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Construction Drawings
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Thc above items have been received:
- • ~ ` .
Datc of transmittal: E3y: , r ~
t'ifl'i Rr.,nAwav Aventte * Snukane. WA 99260 (509) 4$6-3675
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Submitted To: Tan Boyle Heyamoto
CENTRAL PRE-MIX
BUILDING ADDITION
208 Swale Calculations
Summary
3-30-93
* New Roof Area is 2,030 square feet, resulting in a required swale volume of 84.58 cubic
.feet, based on treating the first 1/2" of stormwater runoff.
* The volume of the proposed design, based on a 6" water depth, is 56 cubic feet.
Therefore, the DroAOSed swale is undersized and should be increased to 85 cubic feet (say
10' by 17' bottom dimensions).
* The Rational Method was used to calculate the discharge of water from the roof area (see
Sheet A). The results indicate that the swale will receive 0.1 cfs and 0.2 cfs from the 10
year and 100 year storms, respectively.
* Then, the Bowstring Method was used to determine the swale volume based on the
capacity of the proposed Type A dr}►well, which is rated at 0.3 cfs. As indicated in Sheet
B, the required swale volume based on the capacity of the drywell is zero cubic feet. This
concurs with the Rational analysis which indicates that a Type A drywell rated at 0.3 cfs
can handle the peak 100 year runoff from the roof, which is 0.2 cfs.
* Therefore, design a swale of 85 cubic feet, 170 square feet of bottom area, with a
Type A drywell rated at 0.3 cfs.
A.
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EXPIRES 5/25/ y~ _
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T B and H Bowstring and Swale Ca/cu/ations
Developed? yes Paved? ~ roof Grassy? ~ no ~
Undeveloped? no Reach Number? 1
ENTER K
ENTER ENTER ENTER ENTER Ground
Reach ENTER C Reach Topmost Bottom Cover
Areas Runoffi Length Elevation Elevation Coeff's
ACRES Coeff's FEET FEET FEET FT/MIN.
1o.o486o2 E o.91 1501 -1181 . 1001 12001
C * A 0.041942
CALC CALC CALC Tc ENTER
Elevation Reach Tirne of Rainfali CALC
Change Slope Concen. Intensity Flowrate
FEET FT/FT MINUTES* IN/HR CFS
18 0.1201 0.36 10 year 2.481 0.1
50 year 4.58 0.2
100 year 5.10 0.2
Tc = 0.36
Min Tc= 1 51
* Nlinirnum Total Tc = 5 minutes for IJRBAN areas, 10 rninutes far RESIDEIVTii
and 15 rninutes for NATURAL/UNDEVELOPED areas.
Y
t • • ~ `
T B and H Bowstring Calculations
Bowstring Method for 5 Minute Tc
Swale Designation 1 '
Tirne of Conc. {min} 5
Dutflow (cfs) 0.3 TYPE A Drywell
Design Year Infiow 10
Area (acres) 0.046602
Developed C Factor 0_9
Area * C Factor= 0.041942
Time Time
Increment Incrernent Intensity Q Devel. Volurne In Vol. Out Storage
(rnin) {sec} (in/hr) {cfs) (cu. ft.) (cu. ft.) (cu. ft.)
1 60 3.18 0.13 10.72 18.00 -7.28
2 120 2.24 0.09 15.11 36.00 -20.89
3 180 1.77 0.07 17.91 54.00 -36.09
4 240 1.45 0.06 19.56 72.00 -52.44
5 300 3.18 0.13 53.62 90.00 -36.38
6 360 1.04 0.04 17.48 108.00 -90.52
7 420 0.91 0.04 17.59 126.00 -108.41
8 480 0.82 0.03 17.91 144.00 -126.09
9 540 0.74 0.03 18.03 162.00 -143.97
10 600 0.68 0.03 18.28 180.00 -161.72
11 660 0.64 0.03 18.81 198.00 -179.19
12 720 0.61 0.03 19.46 216.00 -1 96.54
13 780 0.6 0.03 20.66 234.00 -213.34
14 840 0.58 0.02 21.43 252.00 -230.57
15 900 0.56 0.02 22.10 270.00 -247.90
16 960 0.53 0.02 22.25 288.00 -265.75
17 1020 0.52 0.02 23.14 306.00 -282.86
18 1080 0.5 0.02 23.50 324.00 -300.50
19 1140 0.49 0.02 24.27 342.00 -317.73
20 1200 0.48 0.02 24.98 360.00 -335.02
Voi. of Swale Required ~ 01 cubic feet
Note:
MF1R 30 ' 93 13: 45 TO 509 325 8497 FROM TAN BOYLE HEYAMOTO T-590 P. 02
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03.30.1993 14:53 P.
1
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Submitted To: Tan Boyle Heyamoto
CENTRAL PRE-MIX
BUILDING ADDITION
208 Swale Calculations
Summary
3-30-93
* New Roof Area is 2,030 square feet, resulting in a required swale volume of 84.58 cubic
feet, based on treating the first 1/2" of stormwater runoff.
* The volume of the proposed design, based on a 6" water depth, is 56 cubic feet.
Therefore, the Wooosed swale is undersized and should be increased to 85 cubic feet (say
10' by 17' bottom dimensions).
* The Rational Method was used to calculate the discharge of water from the roof area (see
Sheet A). The results indicate that the swale will receive 0.1 cfs and 0.2 cfs from the 10
year and 100 year storms, respectively.
* Then, the Bowstring Method was used to determine the swale volume based on the
capacity of the proposed Type A drywell, which is rated at 0.3 cfs. As indicated in Sheet
B, the required swale volume based on the capacity of the drywell is zero cubic feet. This
concurs with the Rational analysis which indicates that a Type A drywell rated at 0.3 cfs
can handle the peak 100 year runoff from the roof, which is 0.2 cfs.
* Therefore, design a swale of 85 cubic feet, 170 square feet of bottom area, with a
Type A drywell rated at 03 cfs.
A. F~p
wASy,ti S~
C,
~
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cNA1
EXPIRES 5/25J yAlyl
. ~
T B and N Boarstring and Swale Calculstions
Developed? yes Paved? ~ roof ~ Grassy? ~ no
Undeveloped? no
Reach Nurnber'? 1
ENTER K
ENTER ENTER ENTER ENTER Ground
Reach ENTER C Reach Topmost Bottorn Cover
Areas Runoff Length Elevation Elevation Coeff's
ACRES Coeff's FEET FEET FEET FT/IUIIN.
10.0466021 0.91 1501 1181 1001 12001
C * A 0.041942
CALC CALC CALC Tc ENTER
Elevation Reach Tirne of Rainfall CALC
Change Siope Concen. Intensity Flowrate
FEET FT/FT MINUTES* IN1HR CFS
18 0.1201 0.36 10 year 2.48 0.1
50 year 4.58 0.2
100 year ~ 5.10 0.2
Tc = 0.36
Min Tc= ~ 51
* Minimum Total Tc = 5 rninutes fpr URBAN areas, 10 rninutes for RESIAENTI)
and 15 rninutes for NATURAL/UNDEVELOPED areas.
u
, • • ~ ~
T B and H Botivstiing Calculations
Bowstiing Method for 5 Minute Tc
Swale Designation 1
Time of Conc. (rnin) 5
Outflow (cfs) 0_3 TYPE A Drywell
Design Year Inflow 10
Area (acres) 0.046602
Developed C Factor 0_9
Area * C Factor= 0.041942
Time Tirne
Increment Increment Intensity Q Devel. Volurne In Vol. Out Storage
(rnin) (sec) (in/hr) (cfs) (cu. ft.) {cu. ft.} (cu. ft.)
1 60 3.18 0.13 10.72 18.00 -7.28
2 120 2.24 0.09 15.11 36.00 -20.89
3 180 1.77 0.07 17.91 54.00 -36.09
4 240 1.45 0.06 19.56 72.00 -52.44
5 300 3.18 0.13 53.62 90.00 -36.38
6 360 1.04 0.04 17.48 108.00 -90.52
7 420 0.91 0.04 17.59 126.00 -108.41
8 480 0.82 0.03 17.91 144.00 -126.09
9 540 0.74 0.03 18.03 162.00 -143.97
10 600 0.68 0.03 18.28 180.00 -161.72
11 660 0.64 0.03 18.81 198.00 -179.19
12 720 0.61 0.03 19.46 216.00 -196.54
13 780 0.6 0.03 20.66 234.00 -213.34
14 840 0.58 0.02 21.43 252.00 -230.57
15 900 0.56 0.02 22.10 270.00 -247.90
16 960 0.53 0.02 22.25 288.00 -265.75
17 1020 0.52 0.02 23.14 306.00 -282.86
18 1080 0.5 0.02 23.50 324.00 -300.50
19 1140 049 0.02 24.27 342.00 -317.73
20 1200 0.48 0.02 24.98 364.00 -335.02
Vol. of Swale Required ~ 0~ cubic feet
Note:
. I
1-10R 30 193 13:45 TO 509 325 8497 FROM TAN BOYLE HEYAMOTO T-590 P.02
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03.30.1993 14s53 P. 1
04%05i93 08:24 $509 838 `1123 riW Cdnsulting ~1001
MW Consu[ting Engineers Letter of Yransmittal
Greot Northwesi 8uilding, SuilE 200 MW pra jeGt
Norli,h 222 Woll StrePt, Spakane, 1h~A 99207-0877
Telephorie: 509.838_9020 FAX, 509.83$.1 i23 Dat@:
To: Res ~~t.~~. Pf-'
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We are sending you the following: These items are being sent via:
O Original Drowin (s) KFAX Trvnsrnission lima FAXed:-~?% g-0 ~
O Shvp Orvwing(s
CO O Cha~ Qrder Orawing(s) Total Poges (including this caver sheet)
0 Print~e s) Receiving FAX Number: 4 37-4 »4 -71 -5 •
❑ SpecifiGation (s)
O Copy of Report(s) 1:1 US Mail ❑ City Parcel
C) Copy vf Letter(s) 0 Pany Express C3 gus pefivery
❑ Drawing Fle(s) via Floppy Qisk(s) D Federa( Express CJ Courier
O ❑
These items are transmitted for the following:
❑ No Exception Token 0 As Requested a Returned after loan to Us
0 Make Corrections Noted 0 Yaur Appraval
O Revisc and Resubmit 0 Your Review/Comment tJ REJECi'ED, see Remarks 0 Your- UsE 13
Ea. Date Ident Description
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RAfNWATER SYSTEMS D 1.1 c
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' APPEiVDIX D C>
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Ralnwater Systems i°
General ~
The purpose of lhis Appendix is io provide drainage from roo~ areas, a
courts, and courtyards whare it is necessary 1o collect starm water and ~
tleliver ta an approved point of disposal nat in conflict with other OD
w
ordinances or regulations, ~
Part A ~
Rainwaler Systems G
01 MaterJals;
(a) Rainwater piping placed within the interior of a building or run
within a vent or shalt shall be of cast iron, galvanized steel, wrought iron,
brass, copper, lead, Schedule 40 ABS DWV, Schedule 40 PVC DWV oi
other approved materlals. ABS and PVC DWV piping instaUations shall
be Ifmited io structures not exceeding three floors above grade. Far the ~
purpose of this subsection, the firsl floor of a buildfng shall be that floar
that f►as fifty (50) percent or more af the exterior wall surface area le'vel 0
with or above finished grade. One (1) additional level that is ihe first level ~
and cot designed far human habiration and uaed only for vehicle parking, ct
storage, ar similar use sha11 be permiited. ~
(b) Rainwater piping locatea on 1he exterior ot a building shaif be nat
less than 26 ga. gaJvanized sheet metal. When the condUCtar is
connected lo a buflding storm drain or storm sewer, a drain
cannection shall be extended above the finished grade and
. jointed at a point protecled from injur,r.
(c) Rainwater piping Iocated underqround within a building sha11 be of
service weight casl iron soii pfpe, Type DWV capper iube, Schedule 40
ABS OWU, Schedule 40 pVC DWU, extra strength vftriiied clay plpe, flr
other approved materials. '
(d) Rainwater piping cammQncing two (2) feel (.fi m) trom the
exterior of a buiiding rnay be oi any appraved matefial permitied in the ;
Installation Requirements of this Code,
. D ~.1
(a) Rainwater piping shall not be used as soil, wasfe or vent pipes nor
shall a sail, waste or vent line be used as a rainwater pipe.
(b) Rainwater piping installed in locations +vhere they may be ~
subjected to damage shafl be protecCed, ~
1 7Q
~ a
01,1-D 3,2 UNIFORM PLUti16{NG CODE RAIlVWqTER SYSTEMS
TABLES D-1 ~
~(c) aoal drains, overf[ow drains, and rainwater piping installetl within ~ 1he construction ol tne building shali be tested in canformiiy with ihe ~
provisions of this Code for testing drain, waste, and vent systems. TABLE U-1 .
Sizing ai Roof Drafns and Ralnwater PI ping for Varylng Rainfall ~
Quarrtitles a` ~orizonta9 O~rojected Roof Areas in Square Feet N
Pa~ B Rain Fall y~Slze of Drain ar Leader in Inchesi
Rool Drains !DL.nches 2 5 6
1Y
02 Materials; Roof drains shall be of cast iron, oopper, lead, or olher 1 2880 8800 18400 34600 54000 116000
p~
oarrasion resisfing material, 2 1440 4400 9200 17300 27000 58000 ~
D 2.1 Strainers; 3 960 2930 6130 11530 17995 38660 m
(a) Roaf drains shall be equEpped with straiRers exiending nat 4 720 2200 4600 8650 13500 29000
~
less ihan four (4) inches (101.6 mm) abave the surface ot 1he roof ~ 575 1760 36$0 6920 10$00 2320p ~
im~tediatelY ad1'acent ta the drain. Strainers shall have minFmum inlet ~ 480 1470 3070 5765 9000 19315 ~
7 410 126fl 2630 49~5 7715 i6570 n
area one and one-half (1-112)limes the pipe to which it is connected.
S 384 1100 2300 4325 6750 14500 "
(b) Roof dedc strainers for use on sun decks, parking decks, and 9 320 980 2045 3845 8004 12890
similar accupied areas may be ot an approved flal-surface iype which is 10 290 880 1840 3460 5400 1 i 600
level wlth the deck, Such dralns shall have an inlet area not less than 1wo 11 260 800 1675 3145 4910 10545
(2) times the area of the pipe to vrlhich 1he'drain is connected. 12 240 130 1530 2880 4300 9660 ,
(c) Roof dralns passing through the roof inta the inlerior of a
building shatl be rnade watertight at ihe roof line by the use of a suilatile
flashing material. 7ABLE D-1 ~
Pfltt C (metrlc)
o
Slzing of Roof Ora ins and Rainwater Piping for Varying Rainfal! ~
Sfzing o! Rainwater Piping q~rantiiies ar~ Norizontal Prajected Roof Areas in meters~ ~
D 3.1 Vertical rainwater pipir~g shall be sized En accordance with Raln Fall
1'able 0-1. Table D-1 is based upon maximum inches (mm) ot rainlall per , Size of nrain or Leader fn MllliMglLrs! ~
hour fatling upon a given roof area in square ieet (m?). Consult tocal in mm 59-.8 76,2 101.6 127 252 4~2Q3 2
rainfaU figures to determine maximum rainfall per hour. 25.4 267.6 817.5 1709,4 3214.3 5016,6 10776.4
D 3.7 Vertical Wall Areas. Where -verlical vralls project above a 50-8 133,8 40a.8 854.7 1607.2 2508.3 5388.2
.5
roaf so as to Permit storm water to drain to the roof area below the 76'2 89.2 272.2 569.5 1071.1 167E,,2 7 3591 26g4,1
adJacent roaf area may be camputed from Table D-t as follows: 101,6 66.9- 204.4 427.3 803.6 i254 . ~27
53,4 163.5 341 642.9 1003.3 21 ~5.3
(a) For one (1) wal) - add tifty (50) percenl of the wall area to the roof 152.4 44.6 136.6 285,2 535.6 836.1 1794.4
areafigures. 177,8 38.1 117.1 244.3 459.4 716,7 1539.4
(b) For twa (2) adjacent walls - add thirty-five (35) percent of the 203•2 33.4 102.2 213.7 401.8 627.1 1347.1
total wall areas, 228'6 29•7 91 190 357,2 557.4 1197.5
icy Twa (2) waUs opposite of same heights add no additiana{ area. : 254 26'9 81 •8 170•9 321.4 501,7 1077,6
279.4 24.2 74.3 155.6 292.2 456.1 979.6
td~ 7wo (2) walls opposfte of differing heighis add fifly {50) ; 344.8 22.3 67.8 i42.1 2~7.8 418.i 897.4
percent of wall area above top of fower wall,
('Rovnd, aquare, ar ractaagul8r ralnwafsr prpe may be U~ed ar~d are
,
e) Walls an three ~3) sid~s - add fifty (50} percent of area af the corrsrdered aqu~valent when enclosing a scrrbed clrcle eqi,ivalant te tha
inner wall below the tap, of the lowest wafl, plus allawance for leaderdfameter, .
area of waN afoave tap o1 lowest wall per (b) and (d). (f) Walls on faur (4) s+des - no allowance fof wall areas befaw top of
- °o
lowest wall - add ior areas abave top of lawest wall per (a), (b), (d), and (e). ~
ian . ~
~
: ~!ort
4
Q 33-0 35 UNlFORM PLUMBING GODE RAINUVATER SYSTEMS . TABLE D-2 ~
a
D 3.3 Horliontal Rainwater Piping, The size af a bullding
rainwa TA9LE D-2 ~
Size af Horizantal ~ inwater Piping
ter pipin9 or any of its horizontal branches shal) be sized in ~
* nce with Table D-2 _(Based upon maximurn roof areas to be 2t+ 7~,~,
drained)accorda - Sfze of Pipe r ~
.
in Inches M mum HaJinfall in Inches per Hour N
1!$" Siope 2 3 4 5 6
Example: Table Q-2 3 1 644 1096 822 6~7 548
Roof Area - 5900 sq. fi, (548,1 m2) 4 3760 2506 ~ 800 i5U4 ~ 253 ~
~lax. RairfalUhr, - 5 inches (127 mm) 5 s~g0 4q53 33qp 2672 2227
Pipe Laid at 114" (20,9 mmlm) slope g 1Q7~?0 ' 7f33 53~0 428Q 3566 ~
Find raof area in oolumn under 5" (127 rnm) tainfall (6040 sq. ft. (561 .1 g 23000 ~5330 115~Q 9200 7600
m2) is closest), read 6" {152.4 mrn} as size of piping in teft hand column, 10 41400 27600 20700 16550 13800
12 8~60Q 44400 333U0 2865U 22200 ~
Q3,4 Raof Gutter, The size of seml-circular roaf gutters shall be 109000 72800 595~0 d7600 3~650 w
based on the maximum raat area, in accordanoe widi 'fable D-3.
- S(ze oi Pi~e
" Example: Table D~ fn tnches Maximum Rainfall in fnches per Hour
Roaf Area 2000 sq. ~1• ~1$S m2) 114" Slope 2 3 4 ~ 6Ma~c. RaintalUhr. -4" (3 Q1.6 rnm) 3 2320 1546 1160 928 773
.~aa 3533 26~4 ~120 1766 ~
4 5
C~utter set at 1/8" (10.4 mmrm) slape ~ 944~ 6293 472Q 3776 3146 '
5
Find rvat area in oolumn trnder. 4° (101.6 mm) rainfal11950 s~g. fl. (181.4 0
15i00 iQ066 755a 6040 ~033 ~
m2) is closest), read 7" (177.8 mm} diarrteter gutter ln left hand column, g 32600 21733 18300 13040 10866
~
i9h50 ~
• ' 14 58400 38950 29200 23350
D3,5 If the tafifall is more or less than those shawn in Tab1a, D-2 1~ gqOqO 62600 47004 37600 3t 350 ~
and D-3, then adjust the figutes in fhe 2" (50.8 mm) raEnfail calurnr~ by : 16B000 1i2Q00 84Q00 6725Q ~6Q00
muEiiplying by two (2) and dividing by the rnaxlmum rate of rainfall in
incheslhr, immJhour). Size oF pipe
in Inches Maximum ~ainfafl in ~nches per liour
Example; In Tab1e D-2 with an 1/8" (10.4 mmrm) stape and an 8" (203•2 112" Slo~e 2 3 4 5 ~
w 3 3288 2295 1644 1310 1096
mm) ralniall, find ihe number of square ieet (m2) a 4" (101.8 rnm) pipe _
3760 3010 25 p0
carry, 4 7520 5010
2 x 3UQ = 940 Sq. (87•4 m2) 5 13360 8900 6"0 5320 4450
: 6 2140a 13700 10700 8580 7140
8
' 8 46000 30664 23004 18400 15320
~ 10 85800 55200 41400 33150 27600
- , 12 133200 88800 666U0 53200 44400
~
15 238000 158800 119000 95300 79250
. ~
~
. c
~
183
182
~
L ~
• i ':~'O
~
TAELE 0-2 ONIFDRM PLUMEING CODE RA1NWATFR SYST'EMB y ~
rA13LE 0•3
TABLE D-2 i Table D•3 ~
{metric} 5ize of Guiters ~
Slze ot Horizanial Rainwaler Riping
. Diiometer of
~
Size of Pipe Gu#eF bfaxiraum Rainiall an Inches per Hour ~
In mm i 1116" Slope 2 3 4 5 ~
10A mmlm Maxirnum Rainlall In Millime#ers per Hour , 0 340 226 170 136 113
SIope 50,9 7C.2 101.6 127 152.4 4 724 480 360 28B 240 p~
76.2 152.7 101,6 76.4 61 50,9 : ~ 11250 834 1~~ ~~5 540 416 ~
101.6 349,3 ~2.8 174.7 139,1 11164 ~ ~760 18~o a3~0 110Q ~1 a ~
127 620.6 413.7 314,3 248,2 206.9 ~ 3980 2655 199D t5DO 1325
152.4 994 662,7 497 397,6 331.3 , 10 7200 4800 3600 2880 2400
µ
203.2 2136.7 1424.2 1068.4 954,7 705
F~
254 3846,1 2564 1923 1544,3 1P-82 Diameter o! r~
~
279,4 6187.1 4124.8 3093.6 2475.8 2D62.4 -Gultar MaxlmumRainfallin fnct►es per Hour
381 10126.1 6753.1 5627.8 4422 3683,6 - 118" alope 2 3 .4 5 6
Size of Pipe 4 3 480 1Q~a 240 192 160
in mm . ~ 510 40$ 340
20.9 mmrm Maxlrnurn Rainfall In MiEEime#ers per Howr 5 176C 1172 884 704 587
6 2720 1815 1360
1085
Slope 54.a 76.2 101.6 i27 152.4 7 35c0 2600 19SU 1-560 1300
76.2 21 5.5 1 a~3.6 1 a7B 86.2 71.8 6 56cu 3740 28CD 2240 1870
~
1101,6 492.4 32E.2 2462 197 164.1 10 102130 6600 5100 40e0 3400 ~
127 877 5e4.1 438.5 350.s 292.3 152,4 1402.9 935.1 701.4 561.1 46T.6 ; Diameter vf ~
243.2 302a,5 2019 1514.3 1211.4 1009.5 . . . Gu11er 111Dxlmum Aainfalr fn [nches per Haur
254 5425,4 3619.5 2712.7 21699.2 1 806.9 114" 9lope 2 3 4 5 6
304.8 873?,6 5815.5 43663 3493 2912.4 ~ 1~~4 9~ 7~~ , 5~~ 226
381 15607,2 104(]4.$ 7803.6 6247.5 5202.4 ~ 5 2500 1668 1250 1000 84,80
34
Size af Pipe 6 3940 2560 1920 1536
In' mm 7 5520 3680 2205 1E40
41,7 mmlm Maximum Ftafnfall in Millime#ers per Haur I- ~ 7960
5310 3980 3180 265~
51ope 50.8 76.2 101,6 1~ 152.4 1~~0~ 9500 7200 5750 4840
78,2 305.5 213.2 152.7 121.7 101.8 . DfiDmecerei
101.6 698.6 48:5.4 349.S 279.6 232.3 °
Gulter
127 1241.1 826,8 820.6 494 Maximum Rair~fa Cl in Inches Per'HQUr
~~~.4
152.4 1988,1 1272.3 994 7~1.1 663.3 112~ lope ~~Q 2 3 ~,q~ ~g~ 6 320
2U3.2 4274.4 2847.4 2136,7 1709.~4 1423.2 q ~f}~} 1~~0 ~Q~~ 91fi ~ 0
254 7692.1 5128,1 3846,1 3019.6 2564 5 3540 2 360 1770 1415 118D
304.5 12374,3 8249.5 6187.1 4942,3 4124.9 6 5540 3695 2770 2220 1950
381 22110.2 1475Z5 11055.1 9853.4 7352.3 7 713-00 5200 3900 312C 2600
~
~ 11200 7460 5600 4480 3730 a
1~ 20000 13330 1 a40O BOOU 666() ~'184 _ . AA
~ .
TABLE 0-:3 UNIFQRM PLUMBEiVG CODE
.
. ~
TABi. E D•3
~metric} . " ~
Sifeof Gutters
Diameter of G utter . . , ~
5•2 mrrpim Maximum Rainfafl In Milllmeters per Flour
Stape 50.876,2 101.6 127 152,4
76.2 31.6 21 15.8 12.6 10.5 ~
101.6 ss.s aa.~ 3-3.4 26,8 22.3 cl
127 116.1 77.5 SB,1 46.5 38.7
152.4 179.4 1119.1 88.2 71.4 59.5
177,8 .256.4 1,70.9 123.2 102,2 853 -
203,2 3[i99.7 246,7 184.9 147.7 123,1 - ~
254 GG8.9 445,9 334.4 267.6 223
Diameter of
Gutter • ~
1OA mrnfm Maximum Rsinfall in Mlflfineters per Hour ~
Slopie 50,8 76_2 141,6 127 152.4
76.2 44.6 29,7 22.3 17.a 14.9 101,6 94,8 63.3 47.4 37,9 31.6
127 163.5 103.9 8t.8 65,4 54.5
152.4 252.7 168.6 126.3 100.8 84.1
'177.8 362,3 241.5 181,2 144,9 120.8
203.2 520.2 347.5 26041 206,1 173.7
~
254 947.6 631.7 473.6 379 315.9
D1ameier of ~
Gutter ~
20.9 mra{m Maximum RaInfafl in MCIfte#ers per Hour
Sf ope 50,8 76.2 101.6 127 152.4
~
76.2 63.2 42,2 31.6 25.3 21
101.6 13.3.8 89.2 66.9 53.5 44.6
127 232.3 155 116.1 92.9 77,5
152,4 35f'a.? 237_5 178.4 142.7 118.9
177.8 512.8 341.9 256,4 204.9 1;Q.9
243.2 739,5 4133,3 369.7 295,4 24&7
254 133.9 891.8 668,9 534,2 445.9
DiSIrieteC 0f
t`au1tef
41,7 mmim Maxiraum Rainfall in MflftetGra per Hour
SIope 50,8 76.2 161,6 1 27 152.4
75.2 89.2 69.5 44,6 35,7 29.1
101.6 189.5 126.3 94,8 75,8 83,2 . .
127 326.9 219.2 154,4 139.5 109.6 '
152A 514,7 343 -3 257,3 2062 179.9
1778 124.6 493A 362.3 289.9 241.4
203.2 1040.5 693 520.2 4162 346.5 19
254 1858 123$,4 929 143.2 61&7 , o
0
cz~
186
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Rl3POR't' OP 8/9/93 Pltl?-A1'PLICATION CONFFR13NC1,:
1110 Norlh Stanlcy Itoad - Spcculativc Warchouse
I NAMG ~ ADDRESS ~ C11'Y I STATL I %IP I PI-[ONI's ICONTACI'
OWf`'CR I Mark Johnson ~ N 915 Howe ~ Spokanc I WA I 99312 I 535-5200 ~ Mark Johusoo
PROJCCr ovEizviE-w
Speculative warehouse for the purpose at this time for tire storage not over high.
Any future tenanls will need separate approval to permits from thc proper departments.
SUMMARY OI7 PROPOSED
occv-
I.AND USE 1'AKI' CONST 17I12E
PARC(:1. ZON}3 ACl'IONS "I'YI'[? I3UIIJ)QVG USP SQFI'. GROUY TYt'C.' ITIAW WA'I'I:R PURV[:YOR / PHONF3
3.5141.1311 1-3 I 71:-297-57 New I Spcr Wac6ousc '3,OW 1 13-2 I VN 1500 pm I City o[Spokanc 625-7800
I I I I I I
• DISCUSSION TOPICS
(claniications, adddions, and coRections to written comments)
PLANNING DLYARI MENT (456-2205) CONTACT: rRANCiNE SIIAW
* Written coniments were prepared cC a copy given to the applicant.
* No fencing in clear view triange
* Rear yard setback shall be 15' at a minimum
* Paving of all parking areas and travel surfaces reyuired hy code.
ENGINEr1tING & ROADS (456-3600) CONTACT: 13013 TU1ZN1312
* Written coinntents were prepared & a copy given to the applicant.
* Alley assaciated with this parccl has not heen vac.ited.
* Contact Verril Sniale at the County Engineers regarding this alley.
I3EALTH DISTRICT (324-1560) CONT/1CT: DARYL WAY
* Written comments were prepared & a copy given to the applicant.
" Structure must be connectcd to existing public water system.
* No on-site water wells are to be established.
•Apply for an on-site sewagc: disposal system permit.
* Submit critical materials listing wheii tenant is selected.
* Construction dehris sent to IicensEC1 solicl waste disposal facility.
FIRi: DISTRIC"1' NO. 1(928-2462) CONTACT: ERIC 0LSON
* Written comments were prepared & a copy given to the applicant.
* At 1500 gpiu there's agood possinility you will be unable to expand.
ller--PAR'1'Ml?N'1' OF I3UIi IaINGS (456-3675) CONTAC`l': 1301313Y S1'ONF
* 1 Qr inforrnation on the An►ericans with Disaliilitie:: Act, caU 1-$00-435-7232.
* If Occ. load is 10 or more. a 3'-0"a6'-8" door side hin3e is rcquired.
' Walls less than 20' from praperty line shall bc not Ir.ss than 1 hr.
' Look at added support of roof at elevation chan3e t'or drifting of snaw.
` Suggest 2x6 partition bc 1 liour construction.
SEE REVERSE FOR PERMIT RELEASE REOUIREMENTS
4
I
1'rI2M1'I' RLLLASC R13QUIRLMI?N7S
Plense submit sc;ve;n (7) sets vfrc;vised site, drainagc, ancJ Iandscape; plans plus three (3) complete sets vfconslructivn drawings to
the D~partment ofBui/dings fvr acknvwldgemcnt and distribution to a/I the appropriate agenc:ies. In vrder lor all agc;ncies
tv etpedrtious/yproc:c'ssyourprvject, it is impvrtant that strhmitta/s inc/ude a// necessary drawings and dcx:uments to insure
that rev7ew of your projc;ct is comp/eted in the Ic,aast iimvunt of lime. Dcx;uments should include: bui/ding address and legal
Ic:•gal clescription of propc:'rty.
Spokane County's Project Review Coordinator will be John Larson at the Dept. of Buildings (456-3675).
1 PLtWNING JENGINEER~ f-IEALTH I FIRE IE3UILDINGS
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1 1 Clear view triangle at ingress/egress ~ X
21 1 Curbing around landscaping ~ X
31 1 Fence location, hcight, & type ~ X
41 1 I.andscaping of parking lot ~ X
51 15 feet Type 3 landscaping along Stanley & Boone ~ X
61 L,andscaping (location, species, size) ~ X
71 Parking stiills (number, striping, dimension, directional arrows) ~ X
81, 1 Paving . ~ X X
91 1 TrafCc control devices ~ X
10 1 1 llrainage/slope of loading dock and/or roofs X
11 l I Drainage plan (swales, drywells, calculations) X
121 , 1 Handicap Parking stalls & accessways (into & within bldg) X
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13 ~ Irrigation system ~ X
14 ~ Nursery estimate ~ X
151 1 I'romissory letter for landscape requiremcnts ~ X
161 1 Agreement to pay fees X
171 1 Approacll permit for access to county roads X
181 1 RID Agreement for future road improvemcnts X
191 1 Critical Materials list X X
201 1 On-site sewage disposal system permit X ~
211 1 Sampling Agreement X
221 1 I..ock (Knox) box entry sYtem X ~
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