97-1008059-7-/00805
CITY OF FEDERAL WAY PERMIT NO: BL_D97-0143
03530 First Way South D U .T L D I Pft11 CM. P'$ .1. T ISSUED: 03/26/97
Federal Way, WA 98003 Building Inspection Requests 661--4140 BY: KLC
661-4000 EXPIRES: 09/22/97
ADDRESS:825 SW 349TH WY
NO.: 132174-0570
P,JQJECT DESCRIPTION: NSF W/PLUMBING AND MECHANICAL
CUPS HIGHLANDS, DIV. 5, LOT 057.
F= OWNER _____-x=xxxx =__==xxxxxxx===xxxxxxxxxxxxm=xxxxrrm CONTRACTOR
QUADRANT CORPORTION QUADRANT CORPORATION, THE
11100 NE 8TH, SUITE 500 11100 HE 8TH
BELLEVUE WA 98009 BELLEVUE WA 98009
646-8373 455-2900
QUADRC*2210F
LENDER=_____
QUADRANT CORP
c=ssxxsssssxssxssxxxxxxxxxxxxxassxsssxxssxxxsxsxsxxssssssssxsxsxmmsxsxmmxxsxxxxsxxxxmmxsxssmmxxsxxssaxxxxxmxxxxsxsxasscssssssmxsxsssssxamsssaaxsxxsxxsss sxsmsssssssxx__sxssxxa
*x: CONTRACTORS,
PLEASE USE LOCATION CODE 1732 WHEN REPORTING SALES TAX FOR PROJECTS WITHIN THE CITY OF FEDERAL MAY.
TAX RATE : 8.2% Us
Fsmxxsxxsxxxsxxsxesxxxsssxxsxsxsssxsxsxs===xsmsssssssxxsxssxsxxxxsxsxs_xmxxxx^ssxsxssxxxxxxxxssssxxsxxxxxxxxsx==xxxxssx===xxxxxxxxs-xxxx-�xxsssxxxxxsxe=xxxsxxxssxxxsxssxxxxxx�
BLD?:X MEC?:X PLM?:X
FLR--EXIST--PROP---
DWELLING UNITS: 1
COMP PLAN ......... :URBA
FEES:
j
TYPE OF WORK:NEW USE:RES
1ST.: 0: 1336:sf
STORIES........: 2
REQUIRED PARKING..: 2
SPRINKLERS?......:?
PLAN CHECK FEE
$
661.38
CENSUS CATEGORY ..... :101
2ND.: 0: 1526:sf
HEIGHT.....: 28.00 ft
HAZARD CLASS...:?
FINAL PLAN CHECK...*
$
0.00
OCCUPANCY GROUP----------
3RD.: 0: O:sf
VALUATION----------
REQUIRED SETBACKS-------
FIRE FLOW....: 0 gPm
BUILDING PERMIT....*
$
1017.50
j :R3 :U1 :? :?
OTHR: 0: O:sf
EXIST..$: 0
FRONT.......... 20.00 ft
Mechanical Persit*
$
0.00
OF CONSTRUCTION-----
BSMT: 0: O:sf
PROP ... $: 207289
SIDE..........: 5.00 ft
WATER SERVICE..:?
SBCC SURCHARGE.....*
$
4.50
:5N :? :?
DECK: 0: 140:sf
REAR..........: S.00:ft
SEWER SERVICE..:?
SCH IMPACT (SFR)
$
1707.00
f OCCUPANT LOAD------------
GAR.: 0: 572:sf
RECEIVED.:03/07/97
PLUMBING FIXT.... 93*
$
112.00
9: 0: 0: 0:
TOTL: 0: 3574:sf
IMPERV SURFACE: 3091 sf
SENSITIVE AREAS?.:N
PUB WKS PLCK(SF)..93
$
40.00
___ __.,.___ _ __ __-..,.,xx^-^-Y_.
-......_.._-.__...._s=s _,.. _-._xmxs __
_ ___sssssss_--^•sss•--^--ss.:
FUEL TYPES.:GAS ?
FANS..........: 6
BOILERS/COMPRESSORS
WATER CLOSETS......: 3
URINALS........: 0
TOTAL FEES
$
3542.38
GAS PIPING.: 45 ft
HOOD..........: 1
0-3 HP......: 0
BATH TUBS..........: 2
DRINKING FOUNT.: 0
FURN<100K... 1
DUCT WORK...... 0
3-15 HP...... 0
SHOWERS ............. 2
SUMPS........... 0
GAS HWT.... : 1
WOOD STOVES...: 0
15-30 HP....: 0
LAVATORIES.........: 5
YAC BREAKERS...: 0
CONV BURNER: 0
FURN>l00K...... 0
30-50 HP..... 0
SINKS ............... 1
DRAINS.........: 1
BBQ......... 1
MISC........... O
5+ HP........ 0
DISH WASHERS........ 1
LAWN SPRINKLERS: 0
GAS DRYER..: 1
AIR HANDLING UNITS
FUEL TANKS---------
ELEC WTR HEATERS...: 0
OTHER FIXTURES.: 0
RANGE......: 1
<=10,000 CFM: 0
ABOVE GROUND. 0
LAUN WSHR OUTLTS...: 1
GAS LOGS...: 1
> 10,000 CFM: 0
UNDERGROUND.: 0
PERMITS EXPIRE 180 DAYS AFTER
ISSUANCE IF NO WORK IS
STARTED. RESIDENTIAL AND
GRADING PERMITS EXPIRE ONE YEAR
AFTER DATE OF ISSUANCE.
I CERTIFY T� INFORMATION
FURNISHED BY ME IS TRUE AND CORRECT TO THE BEST
OF NY K MIND THE APPLICABLE
CITY OF FEDERAL WAY REQUIREMENTS WILL BE NET.
3 "..1 G ,
`r`'7
PLEASE PRINT
40 City of Federal Way 10
0 71997
APPLICATIONS
C
SITE LOCATION::
Address
vath W,3!�21LDING DEPT.
Tenant (if known) Lot # Assessor's Tax #
f;-) —/ 132174-0570
Building Owner Name Address
Quadrant Corporation 11100 NE 8th Street, Suite 500
City Bellevue state WA Zip 98009 Phone -
Nature ofWork New Single -Family Residential
APPLICANT
Name (F,M,L)
Quadrant Corporation
Address
11100 NE 8th Street, Suite 500
City Bellevue State WA zip 98009
Contact Person Day Phone Other PhoneFax
Katrina Toole 206 646-8373 (206)455-29007(206)646-8363
BUII.DING CONTRACTOR
.................
Company Name
Quadrant Corporation
Address
11100 NE 8th Street, Suite 500
City eytip Bel 1state WA zip 98009
Contact Person
Katrina Toole %67646-8373 t) 646-8363
Contractor's # (card must be presented) EXpjratioc� De Verified R) Yes p No
223-Ol-QUAD 11y lJb
ARCHITECT
Name
Robert Galarneau & Assoc.
Address
19529 8th Avenue, NW
Cin, Seattle state zip 981
Katrina Toole
Contact Person �U°6(8646-8373 'N-646-8363
LEGAL DESCRIPTION
Campus Highlands Division 5 Lot
Please Complete Reverse Side
CD0492 (Rev 4/931
APPLICANT
Name (F,M,L)
Quadrant Corporation
Address
11100 NE 8th Street, Suite 500
City Bellevue State WA zip 98009
Contact Person Day Phone Other PhoneFax
Katrina Toole 206 646-8373 (206)455-29007(206)646-8363
BUII.DING CONTRACTOR
.................
Company Name
Quadrant Corporation
Address
11100 NE 8th Street, Suite 500
City eytip Bel 1state WA zip 98009
Contact Person
Katrina Toole %67646-8373 t) 646-8363
Contractor's # (card must be presented) EXpjratioc� De Verified R) Yes p No
223-Ol-QUAD 11y lJb
ARCHITECT
Name
Robert Galarneau & Assoc.
Address
19529 8th Avenue, NW
Cin, Seattle state zip 981
Katrina Toole
Contact Person �U°6(8646-8373 'N-646-8363
LEGAL DESCRIPTION
Campus Highlands Division 5 Lot
Please Complete Reverse Side
CD0492 (Rev 4/931
BUII.DING CONTRACTOR
.................
Company Name
Quadrant Corporation
Address
11100 NE 8th Street, Suite 500
City eytip Bel 1state WA zip 98009
Contact Person
Katrina Toole %67646-8373 t) 646-8363
Contractor's # (card must be presented) EXpjratioc� De Verified R) Yes p No
223-Ol-QUAD 11y lJb
ARCHITECT
Name
Robert Galarneau & Assoc.
Address
19529 8th Avenue, NW
Cin, Seattle state zip 981
Katrina Toole
Contact Person �U°6(8646-8373 'N-646-8363
LEGAL DESCRIPTION
Campus Highlands Division 5 Lot
Please Complete Reverse Side
CD0492 (Rev 4/931
ARCHITECT
Name
Robert Galarneau & Assoc.
Address
19529 8th Avenue, NW
Cin, Seattle state zip 981
Katrina Toole
Contact Person �U°6(8646-8373 'N-646-8363
LEGAL DESCRIPTION
Campus Highlands Division 5 Lot
Please Complete Reverse Side
CD0492 (Rev 4/931
LEGAL DESCRIPTION
Campus Highlands Division 5 Lot
Please Complete Reverse Side
CD0492 (Rev 4/931
STRUCTURE Existing Use Proposed Use Single -Family Res.
Parmit includes:
Building �C Plumbing
Mechanical
❑ Other
Type of Work: X� Residential
❑ Commercial
� New ❑ Remodel
❑ Addition ❑ Garage
❑ Number of Units _
❑ Shed
❑ Deck
❑ Other
Enter 1 st Floor .j(> sq ft
Area Basement ---- sq ft
2nd Floor , 1z sq ft 3rd Floor -- sq ft
Decks7 sq ft Garage 7� sq ft
Existing Floor Area — — —— sq ft
Proposed Total Area �%'Z sq ft
Water Availability Sewer Availability On -Site Septic System Availability ❑
Project.,Valuation
S
Zoning SFR
Lot Size '7 % t?l,
Existing Bldg: Valuation
$
--_..... _ _ _
LENDER
Name
N/A
Address
City
zip 98033
State Zip
_._.__.. __........__. _ ...
............................................................._......_.....
......................................................................................
h�CHAIVICAI>CONTRACTOR<> >:
Contractor Name
Pacific Heating
Address
825 Seventh Avenue
City Kirkland
state WA
zip 98033
Contact gill Lockman
hone
206) 889-9345
F
(n6) 889-0630
License # PACI FHAO9306
IExpiration Date
Verified ❑ Yes ❑ No
PLUDIBING :CONTRACTOR`
Contractor Name
Address
1714 South 341st Place W-8 j
Peltram Plumbing
Urinals — ——
City Federal Way
State WA
zip 98003
Contact
Phone
Fax
Karel Peltram
206)838-4067
Electric Water Heaters
License # PFITRP 15TR7
Expiration Date
Verified ❑ Yes U No
.
PLU111N. FIXTURE COTiNT.
Water Closets
3
Sinks
Urinals — ——
Lawn Sprinklers ---
Bathtubs
2
Dish Washers 1
Drinking Fountains ---
Other ---
Showers
2
Electric Water Heaters
Sumps ---
50+ Tons
Lavatories
5
Washing Machine 1
Drains
.. .....
1AZECHANICAL UNIT; COUNT .
1� (o ebb
Fuel Type (electric/other)
Gas
Gas Dryer
1 Air Handling < = 10,000 CFM
15-30 Tons
Length of Gas Piping
45
Range
1 Air Handling > = 10,000 CFM
30-50 Tons
Furn <100K BTUs
Gas Log
Unit Heater — ——
50+ Tons
Furn >100 BTUs
___
Fans
6 Miscellaneous — ——
Fuel Tanks
Gas Hwt
1
Hood
Boilers ---
Above Ground
Conv Burner
Duct Work
--- 0-3 Tons — ——
Underground
BBQ's
Wood Stoves — ——
3-15 Tons
Total'UniiCount a
DISCLAIMER: I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge and further that I am authorized by the owner
of the above premises to perform the work for which permit application is made. I further agree to save harmless the City of Federal Way as to any claim (including costs, expenses,
and attorneys' fees incurred in investigation and defense of such claiml, which may be made by any person, including the undersigned, and filed against the City of Federal Way,
but only where such claim arises out of the reliance of the City, including its officers and employees, upon the accuracy of the information supplied to the City as a part of this
application.
Owner/Agent:
Date: 3h, /0 7
CENT •
URY ENGINEERS CORPORATION
PROJECT ENGINEERING SERVICE TEAMS
80 NW ALDER PLACE ISSAQUAH WASHINGTON 98027-3245 206-557-7840 FAX: 557-6430
April 30,1996
winword2/kingco
DEVELOPMENT/ENVIRONMENTAL SERVICES DEPARTMENTS file: CEC96342
KING COUNTY
3600 136TH PL SE
BELLEVUE WA 98006-1400
RE : REVISION FOR BASIC PLAN 94B00282
QUADRANT CORPORATION HOUSE PLAN 2221 MODEL A B C
To Building Officials;
Enclosed are design revisions for the Basic Plan submitted previously. The design revisions involve
construction materials only, with no building alternation as:
1. Employ 1/2" plywood or OSB roof sheathing in lieu of lx spaced sheathing per UBC Table 23 -I -J-1
and eliminate gypsum wallboard ceiling diaphragm, see framing details on sheet S1 enclosed.
2. Use drywall screw as a alternative fastener at gypsum wallboard shear walls per ICBG Evaluation
Report 1874, see shear wall schedule on sheet S 1.
3. At all spread footings, change reinforced concrete to plain concrete per UBC 1923.10.3 exception.
The revisions included the alternatives for each model and are engineered based on the following code
requirements and design criteria as:
1. 1994 Uniform Building Codes, Design Standards and ICBG Evaluation Reports;
2. Wall Bracing Test Report 156 and Research Report 151 by American Plywood Association;
3. Basic Wind Speed assigned at 80 MPH, Exposure B;
4. Seismic Zone Factor of 3 and Site Soil Type S2;
5. Roof Snow Loads assigned at 25 PSF;
6. Allowable Foundation Pressure assumed at 2000 PSF with field verification.
These revisions are submitted for the use of King County Building Department's review and approval of
Basic Plans only, and not for review and approval of building permit on any specific site. Century
Engineers Corporation will submit a certification letter addressing the conformance of each specific
plan's design criteria to the design requirements of a specific site or multiple sites, when building permit
applications are submitted or processed.
Century Engineers Corporation and its design professionals are not liable for any use without a
certification letter from us, nor for any misinterpretation of the engineering requirements that are
determined by site conditions of a specific site. We trust that this submitta provides the information
required for revisions. Please call if you have any questions.
70 T. C.Pz* Q
Sincerely, `S�owAstftt�`�'
Ted T. Chen, PE e -t
c/c: Mark Gray, Quadrant Corporation s S
Clayton O'Bricn-Smith, GGLO Architects SfnNAL�_��
EXPIRES
'FEB -19-96 MON 05:18
0 is
CENTURY ENGINEERS CORPORATION
PROJECT ENGINEERING SERVICE TEAMS
80 NAV ALDER PLACE ISSAQUAH WASHINGTON 98027-3245 206-557-7840 FAX: 557-6430
February 19, 1996
BUILDING SERVICES DIVISION
KING COUN'T'Y DDES DEPARTMENT
3600 136TH PL SE
BELLEVUE WA 98006-1400
file: winword2lh:ing5
PROJECT NO. CEC95060
RE: REVISIONS OF FOUR QUADRANT CORPORATION'S HOUSE PLANS - 22212222 2225 AND 2230
To Building Officials;
In accordance with the field change request from Quadrant Corporation, we have reviewed and
revised the roof diaphragm construction based on the use of horizontal wood structural panels in
lieu of the gypsum wallboard ceiling diaphragm.
According to UBC Table 23-1-J-1, wood structural panels that including CDX plywood and
Oriented Strand Board work as horizontal diaphragms in the lateral loads -resisting system. By
employing this type of roof sheathing, the following blocking and nailing can be eliminated
from the original design as:
1. Detail 1/Sl-Exterior Shear Wall, Interior blocking and it's nail -B and C.
2. Detail 2/S I -Gypsum Ceiling Diaphragm, the whole detail is eliminated.
3. Detail 31S -Exterior Shear Wall, Interior blocking and it's nail -B and C.
4. Detail 5/S 1 -Lower Roof Section, Interior blocking and it's nail -A and B.
As revisions for the Basic Plans submitted previously, This alternation is submitted for the use of
Ding County Building Services Division's review and approval of Basic Plans only, and not for
review approval of building permit on any specific site,
Century Engineers Corporation will submit a certification letter addressing the conformance of each
specific plan's design criteria to the design requirements of a specific site or multiple sites, when building
permit applications are submitted or processed.
Centtuy Engineers Corporation and its design professionals are not liable for any use without a
certification letter from us, nor for any misinterpretation of the site conditions that are related to the
structural forces and design criteria as specified for the house plans submitted.
We trust that the engineering revisions provide the information requested. For safer buildings
and better constructions, we all work together, Please call if you have any questions.
Sincerely,
17a- 9. Cir,
Ted T. Chen, PE
c/c: Tamara Schroeder, Quadrant Corporation
Clayton O'brien-Smith/ Jim Williamson, GGLO Architects
EXPIRES
P.01
CENTURY ENC,•S EERS
CORPORATIOI,
PROJECT ENGINEERING SERVICE TEAMS
80 NW ALDER PLACE ISSAQUAH WASHINGTON 98027-3245 206-557-7840 FAX: 557-6430
March 21, 1996
winword2\federa 11
file: cec96309
COMMUNITY DEVELOPMENT SERVICES DEPARTMENT
CITY OF FEDERAL WAY
33530 IST WAYS
FEDERAL WAY WA 98003-6210
RE: SINGLE FAMILY HOUSES/ QUADRANT CORPORATION HOUSE PLAN 2221
AT LOT 29, 30, 52 THROUGH 78, 88 AND 89, FOR TOTAL OF 31 LOTS
CAMPUS HIGHLANDS SUBDIVISION 5, FEDERAL WAY, WASHINGTON
To Building Officials;
In accordance with the building permit requirements, we have prepared the lateral loads -resisting
analyses and beam calculations based on the following code requirements assigned and design
conditions assumed as:
1. 1994 Uniform Building Codes and Standards, and ICBO Evaluation Reports;
2. Wall Bracing Test Report 156 and Research Report 151 by American Plywood Association;
3. Basic Wind Speed assigned at 80 MPH, Exposure B;
4. Seismic Zone Factor of 3 and Site Soil Type assigned at S2;
5. Roof Snow Loads assigned at 25 PSF;
6. Allowable Foundation Pressure assumed at 2000 PSF with field verification by others.
The analyses and calculations are limited for the use of the building sites named hereon. If
this house plan to be built at different sites or the site subsoil conditions encountered during
construction are different from the assumptions assigned, Century Engineers should be informed
at once so that the design criteria and analyses/designs can be revised for the building code
compliance.
The analysis/design set contains the following information as enclosed:
Lateral Loads -Resisting Calculations of 7 pages ;
Beam calculations of 3 pages;
Shear wall/Holdown designs implemented on the house plans sheet 4 through 6.
We trust that the engineering analyses and calculations provide the information requested. For safer
buildings and better constructions, we all work together. Please call if you have any questions.
Sincerely,
Ted T. Chen, PE
c/c: Tamara Schroeder, Quadrant Corporation
Clayton O'brien-Smith, GGLO Architects
j�S
ON aL �r
EXPIRES y y;
CENTURY ENGINEERS CORPOKA TION
Project Engineering Service Teams
80 NW ALDER PLACE
ISSAQUAH WASHINGTON 98027-3245
TEL: 206-557-7840 FAX: 206-557-6430
JOB NO. CEC9503 L/Plan 2221
SHEET NO. 1 • OF
DESIGN: SKT DATE
CHECK: DATE
SUBJECT:
95/7/28
FLOOR AREA CALCULATION:
X
Y
AREA
MAIN
45
36.5
LOCATION
ROOF LEVEL
X Y
AREA
-8.5
UPPER
Y
AREA X
Y AREA
MAIN
53 44
2332 E?151
12
42
2142
0
NORTH
10 -8.5
-85
GARAGE
-8.5
-85
0
SOUTH
6 -20
-120
6
-20
-120
0
EAST
213 -1
-213
303
-1
-303
0
WEST
14.25 -5.5
-78
14.25
-5.5
-78
0
LOW ROOF
0 0
0
2
421
84
0
LOW ROOF (3 -GARAGE)
0 0
0
550
1
550
0
p
p
0
SEISMIC DEAD LOAD
p
35614
35614
0
0
0
81557
MOMENT=
HEIGHT X DL
p
35614
p
0
SUM:
367540
18361
21901
0
EARTHQUAKE DESIGN PER UBC 1994 CHAPTER 16 DIVISION III
Seismic Zone Factor Z = 0.3
Importance Factor I = I
Vibration Coefficient C = 2.75
Lateral System Coefficient Rw = 6 AT E -W DIRECTION
Lateral System Coefficient Rw = 6 AT N -S DIRECTION
V = (Z I C / Rw) SEISMIC DEAD LOAD
EARTHQUAKE LOADS CALCULATION:
X
Y
AREA
MAIN
45
36.5
1642.5
NORTH
10
-8.5
-85
SOUTH
54
-1
-54
EAST
12
-I1
-132
WEST
11.85
-5
-59.25
GARAGE
754
1
754
SUM:
0
1
2066.25
EARTHQUAKE LOADS CALCULATION:
ROOF LEVEL
LOAD AT LEVEL
UPPER
62%
6978
FLOOR WEIGHT
15
1836
27534
12
21901
26276 0
0 0
FIREPLACE
1
300
300
1
300
300
0
UPPER WALL
5
1556
7780
5
1556
7780
0
MAIN WALL
0
0
0
5
1313
6565
0
LOW ROOF
0
0
0
3
634
1902
0
MASONRY WALL
0
0
0
120
26
3120
0
p
p
0
SEISMIC DEAD LOAD
35614
35614
45943
81557
0
81557
MOMENT=
HEIGHT X DL
17
35614
605444
8
45943
367540
0 0
E -W DIRECTION
LOAD AT LEVEL
0.1375
62%
6978
0.1375
38%
4236
0.1375
0%
0
E -W DIRECTION
SPAN
W, PLF
SPAN
W, PLF
SPAN
W, PLF
DESIGN LOADS
42
166
6978
46
92
11214
N/A
11214
N -S DIRECTION
LOAD AT LEVEL
0.137.5
62%
6978
0.1375
38%
4236
0.1375
0%
0
N -S DIRECTION
SPAN
W, PLF
SPAN
W, PLF
SPAN
W, PLF
DESIGN LOADS
51
137
6978
66
64
11214
N/A
11214
NOTES:
1. ALL- UNPfS ARE IN FOOT AND POUND.
fl a,l 1x01 W�<) PERM11 N0: 131-- LY) I -0 1, 43
.�7' w
h loll—) 1'. '11— 0 1 pi Ir -1, 1 '., m I T
.
rat W,, -i,,- , wi, )LYd i (,'-A ( rl--'pe - f i o n I.' k-qtwt661 ." 4 1 J
40('10
1" "3 11 "1 y
CAMPOS HIGHLAND'', DIV. tOf 351.
f.-- OWHIP -
01100 1 OV
01ADPANI 0116,91RY100 WRATION, III[
11100 HE 8TH, SUITE 500
OftLEVUE WA 98009 "1"1 F
tst
um
BLD? -X ME(?: X PLM?: X
L c AN ......... : UR BA I'Llt:
TYPE OF WoRl:HEW I.ISE:RES I IRED PARKING..: SPRINKLERS?....,.:? PLAN CHECK FEE 661.38
CENSUS CATEGORY ...... :101 211D. '16. HEI 30 HAIARD CLASS—:? FINAL PLAN (141`4 ... 0.00
OCCUPANCY 3W:VALUATION REQUIRED UIBA�KS ------- FIRE IAOW. ... 0 BUILDING PERMIT....t 11117.50
:R3 :UI 01HR- 0:' 0. f EXIST A: 0 FRONT ......... 20.00 It Mechanical Persit' 0.00
* 4.50
TYPE Of CONSTRUCTION- BSMT: 0: O:st PROP ... t: .......... 5,00 ft WATER SBC( SURCHARGE --
:50 :514 '*,:? :? DE(r: 0: 140:sf PEAK ........ .: 5.00:ft SEWER SERVICE..:? SCH IMPACT (SEP) 1107.00
OCCUPANT LOAD,--,-- GAR.: 0: 572:0 RICIIVID.:03/07/97 PLUMPING fIXI.-93t 112.00
9: 0: 0: 0: TOIL: 0: 3514-sf IMPERV SURFACE: 3091 sf SENSITIVL AREAS?.:N PUR Wxll' PLCK(Sf)..93 40-00
....... = w .0 .04m Mwl mmC T.. V. ==�-, W, = . It M
FUEL IYPES.:GAS ? FARS ....... —: 6 BOILERS/COMPRESSORS WAI`t/(I.OSEIS ..... .: 3 URINALS........: 0 TOTAL FEES 354218
GAI> PIPING.: 45 ft Rob .... —...: 1 0.3 HP ...... : 0 IATTUBS.. ....... 2 DRINKING FOUR].: 0
SH
-15 HP--: 0 H
FuRwlook..: I DUCT 0 3 ..... 2 SUMPS........... 0
GAS I WOOD STOVES,..: 0 15-30 op....: 0 LA ATORIES ........ >: 5 VAC BREAKERS—: 0
(09V BURNER: 0 FURN\loot 0 30-50 0 S! ...... I DRAINS....,..,.. 1
I MIS(-- ..... 1 11 Hl*,*,,*,: 0 11 H WASHERS.......: I LAWN 11111411111: 1
A�'o'
0
DRYER..: I AIR HANDLINC UNITS FUE1. E NJWIR 0 OTHER FIXTURES.: 0
,e UN
*hwGc ...... : 1 :10,000 (I'm: 0 ABOVE GROUND: 0 AUN OR OUT L I I
)"IIA3 S LOGS—: 1 10,000 (1m: 0 UNbLIRGROORD.: 0
7
`J-fRllllf, FYPIRF IM) MVS AffIR ISSUAK( It NO ml is SIARIto. K(SIKIIIIAL AND !)It( ow YlAK AT trR DAlf Of hS&A
j rulify THAI• lot lelm"'Illom lowswe py "t IS IRV[ An oulcl 10 lot, FIELD COPY 1111, APPI-1081C 0 ff Of, f tbfFAl hY 110111RIMINI': PlIt 91 IKI
CD0193
SETBACKS FOOT
&INGS
Date
By
....................................................................
:x .UNDATION .W U
..... .
Date ' 7.
B
7
PLI;/MBlNG GROUNDWORK
Date
By
UNDERF.L0�7R FRAMING
............... .. _ .. _...
.......... .. _...............
.............
...... ....
Dat ✓
By
_.......... _... ....._
11
$HEAR WALLS
..._..... _ ....
Date —
B
PLUMBING''ROUGH-IN
Date �
Bye
_.._ ..........
GASP
Date _ _
By
7�
MECHANICAL ROUGH-IN
...........................................................................
.
Date
Bye Cj
7MECHANICAL
(OTHER)
Date
By
FRAMING..;
Date
INSULATON
;Date . ,By
- 1ST LAYER
Date
By
GWB - 2ND LAYER
Date
By
7sus
1 PENDED CEILING
Date
By
PLANNING FINAL
Date
By
...
ENGINEERING FINAL,
Date
By
71
FIRE FINAL'
Date
By
BUILDIN1_1G FINAL
Date
OTHER
Date
By
OTHER ............
Date
By
CD0193