2006, 10-16 Permit App: 06004112 GarageProject Number: 06004112 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/16/2006 Page 1 of 2
Project Information:
grammar
Permit Use: 24 X 24 GARAGE
Setbacks: Front
Left: Right: Rear:
Site Information:
Plat Key: Name: VALLEY VIEW ADD
agnmEmnammvsy
Contact: L & M ENTERPRISES
Address: 20814 W MCFARLANE RD
C - S - Z: MEDICAL LAKE, WA 99022
Phone: (509) 299-4144
Group Name:
Project Name:
District: East
Parcel Number: 55181.1939 Block:
SiteAddress: 18416 E MISSION AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 14,288 Sq Ft
Urban Residential 3.5
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
Flood Plain
Lot:
Owner: Name: GOLLY, JIM
Address: 1841 N SALMON RIVER LANE
SPOKANE VALLEY, WA 99016
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Released
Y:
Building Plan Review
Originally Released: 10/13/2006 By: amblake
[Released By:
Driveway/Approach
Originally Released: 10/16/2006 By: TMELBOU
Released By:
Septic Sys Review
Originally Released: 10/13/2006 By: amblake
Released By:
Originally Released: 10/13/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 10/16/2006
Project Number: 06004112 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/16/2006
Landuse/Zoning/HE Conditions
Permits:
Page 2 of 2
Released By:
Originally Released:
Contractor: L & M ENTERPRISES
Address: 20814 W MCFARLANE RD
MEDICAL LAKE, WA 99022
Description gm Type Notes
GAR WOOD U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
10/13/2006 By: cjjanssen
Building Permit
Firm: L & M ENTERPRISES
Phone: (509) 299-4144
This Application: Total Project:
Sp Ft Valuation Sq Ft Valuation
576 $10,944.00 576 $10,944.00
Totals: 576
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
$10,944.00 576 $10,944.00
Fee Amount
$195.25
$48.81
$4.50
Permit Total Fees: $248.56
Notes:o...J. x,..- nkG g._ . ,_.e_r
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined
approach width not to exceed 50% of total frontage.
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount
$248.56 $248.56
Amount Paid
$0.00
$248.56 $248.56
$0.00
Amount Owing
$248.56
$248.56
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB
Print Date: 10/16/2006
Project Number: 06004112 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/13/2006 Page 1 of 2
Project Information:
Permit Use: 24 X 24 GARAGE
Setbacks: Front
Left: Right: Rear:
Site Information:
mmeouggazgawe
Plat Key: Name: VALLEY VIEW ADD
Contact:
Address:
C - S - Z:
Phone:
Group Name:
Project Name:
L & M ENTERPRISES
20814 W MCFARLANE RD
MEDICAL LAKE, WA 99022
(509) 299-4144
District: East
Parcel Number: 55181.1939 Block:
SiteAddress: 18416 E MISSION AVE
Location:: CSV
Zoning: UR -3.5
Water District:
Area: 14,288 Sq Ft
Urban Residential 3.5
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Lot:
Owner: Name: GOLLY, JIM
Address: 1841 N SALMON RIVER LANE
SPOKANE VALLEY, WA 99016
Hold:
Depth: 0 Right Of Way (ft): 0
Review
Flood Plain
Released By:
Building Plan Review
Released By:
Driveway/Approach
Released By:
Septic Sys Review
I01_13/164.
Released By:
Landuse/Zoning/HE Conditions
Released By:
Operator: AMB
Printed By: AMB
Print Date:
10/13/2006
.n• a Y ermit L er ter
6 ne
Walley
Community Development
11707 E Spra. e Ave, Suite ;10.6
Spokane Valley, WA. 99206'
(509)688-0036 FAX: (509)68.0037
r... .V. sr,okane van e }'.C:0m OCT
Residential Construction
Permit Application
PERM11
PER14JT FEE:
ew Construction
❑ Addition/Remodel
o Other:
❑ Accessory Bldg
❑ Deck
SITE ADDRESS / 1/1' /2'2 »4 ' 7U //// L..
ASSESSORS PARCEL NO:
LF.[TAL DESCRIPTION:
Buildingw
oner
-`, -..._
Name: J / /' Z7 bl/ /
Address: / 1-L/) N.-j14-yj2
4) 12 1 1,c ,e_ L 1V
City: /o )m-,ve- 09-1_L`r/Lip:
9 q c7 / 0
Phone: 97 7-7y 7 7 .,,Fax
FINISHED BASEMENT
SQ. FTG:
Contact Person.,.
Name: /7,1 /WV/
Phone: g Z 7 V 7 2_ i u- 7 59 7 •••4.3
Describe the scope of work in detail:
Contractor.. _ - ... . ..
-.='::.', .
Name: / v) -a2 L 71tj )h,2 -
Address: 7e9 7% y LAA /.'�7e 174-4L4-sv4 $
City: /7)0)/64-2_ 4-L l X / Zip: % 2 L-
Phone:1 f -y/ y % Fax:
UNFIN BASEMENT SQ. FTG:
L / "i,l1/2"�
Lic No: 1 6-7> e Z Exp. Date:
FINISHED BASEMENT
SQ. FTG:
City Business Lic No:
DECK/COV. PATIO SQ. FTG:
Cost of Project:
y z y (,t ft (i--7)ero4149,g)
$/) . ,-L,'?
***********The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
/3—/ /8
DIMENSIONS:
V-
V y 2J/ 3
# OF STORIES;
/
TOTAL HABITABLE SPACE.
2, )-,/2-
MAIN FLOOR TO SQ.
FTG:
2ND FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
1-_. _7.
/ %
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY
# OF BEDROOMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER O SEPI`IC?h
DISCLAIMER
The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes . _ .' es. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this applicatio• can be : ' essed
Signature
Method of
0 Cash
Bankcard #:
Date / /`Z/e
ayment: (Faxed permit applications will only be accepted with major bankcard)
❑ Check ❑ Mastercard 0 VISA
Expires: VIN#:
Authorized Signature:
REVISED 8252005
❑ Other
SIne�
Valley
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevaltey.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor. Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
O Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Fumace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
o Insulation information
10/13/2006 10.25 5093241567
SRHD tN5
017 13 2006 09:50 FR TO 3241567
Project Nt m ru: 06004112 Inv: 1 Application
THIS IS NOT A PERMIT
Penalties will be assessed fo ,. , ' . 1 encing work without a permit
Date: 10/13/2006
P.01/03
Pro%to_,rmatioa:
Pettnit Use: 14 X 24 GARAGE
Setbackt:.?iont Left:
Site Infers id
Plat Ke y Name: VALLEY VIEW ADD
Patre I : Jttmber: 55181.1939 Block: Lot
:eAddress: 18416 E MISSION AVE Owner Name: GOLLY, JIM
Address: 1841 N SALMON RIVER LANE
SPOKANE VALLEY, WA 99016
?age 1 of 2
Contact L & M ENTERPRISES
Address: 20914 W MCFARLANE RD
C - S - Z: MEDICAL LAKE, WA 99022
Phone: (509) 299-4144
Group Name:
Project Name:
District: East
Location:: CSV
Zoning UR -3.5 Urban Residential 3.5
Water District:
Area: 14,288 Sq Ft Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
React j i niation: ,.,-■sa.
Rtyl n l
Flood Plain
Hold: []
Depth: 0 Right Of Way (ft): 0
Bt;dl+tt ag Plan Review
•'M1�iidi 1 •'lei � p• "t.' ' �� ..; !.. f� a�. • :.
IN•
Dv ly may/Approach
:Y}1:i; !:'� � �v+.:1 ' { sii'�ii?.� .t,:: +..i.�'`�►�, i.a�'n=�� ':E.'•, Il ' I' :
1 4?S
Sept c Sys Review
40
Lamit se/Zoning/HE Conditions
OpetA•'or. AMB
PICT 13 2006 11:47
Printed By: AMB
Print Date: 10/13/2006
5093241567 PAGE.01
PLANNII
BY. ‘,f
DATE:
G DEPT. APPROVED
1()/1 CV)
,5YiaTi { 74 Ai 1(
e��az)<
Aftet2_ —) 5 /- / 3 `�
epo
Afft)f:: 2-7Zw»
f
f l J02-1 efv6 , fZ Y /9
)
1 Ls-551'�
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: -1•
-
GARAGE OPENING AND HEADER SIZE: Com- 2 i< r 0
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
N
0
Z
W
J
RiDG E UNEr
WIDTH
1
ss
J
)(0x--2 otFD
4
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 - Tel 509-683-0036 - Fax 509-688-0037
Foli wing is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this dela
as a por5on of your plan submittal, please complete the requested information in the boxes provided on both sides of the sheet
This completed sheet, along with any additional information needs to be submitted with your aptlica5on and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWEWNGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' 5W TYPE X GYP BOARD (HABITABLE SPACE ABOVE)
' t/2" GYP BOARD (RESIDENCEJATTlC, FLOOR/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOUD WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3B",
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
.1
1-12"--I
6" MIN.
24"MIN.
(2) #4 REBAR
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Watts within 3 feet of a property fine or
within 6 feet of a dwelling must be 1 hour
rated. (5t8" type X gypsum sheathing
on both sides of war). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property fine.
Parapets may be required.
ENGINEERED TRUSS
ACING
x @ 22/ O.G.
ROOFING MATERIAL C vt1
ROOFING PAPER P
053
ROOF
SHEATHING
ti�va14� C-44 rc
S0E19-8L001%1G
Ii ETWEEN.TRUSSES
WALL SHEATHING —7
74 SIDING—r
L/xg rflr
6" MIN.
DOUBLE TOP PLATE
WALL HEIGHT
2x Li @ICoO.C.
PRESSURE TREATED
SOLE PLATE
3-112" CONCRETE SLAB
24" MIN.
J
6"X12"
FOOTING
ANCHOR BOLTS
12"x9" MIN.
(7" INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER.
-7/
D o. b/
P let e
R
e ,
11,J21*"
0,1,S
0 1 te_ 77, P P /
3 le<
5-e
LI 5 1
0' TO 40'-0' SPANS
4
us
U
d
ml
a
1-
0
x
a
f
0
\
•
4'-0' MAX.
18'-0' TO 96'-0' BUILp'NG LENGT
hY
1 TO 14 BAYS 8 6'-O' O. MAX.
1
4'6' HEM -FIR 82
TRExATED TIMBER—
\_,
\�! •_/
I
I I
I
I 1
44 BARS @ 24' O,C.,
4' THICK
FLOOR OPTIONAL
6'-0' MAX,
\-/
CONCRETE FPF�IIERRRgg-� ESSEE
.104!. S[DEWAL�S & ENDWALLS
SPECIFICATIONS-
1,
DESIGN IS THE
P1-ESSUREIPSLA01 SV I E WI1TCRTAT
v1421LDING CODE
ALLOWABLE WARINGR01PF PER9BLE80
2. CONCRETE F'c = 2,500 P5I E 28 DAYS, MAX. SLUMP 4'1 MIN SLUMP 2'.
3, IN LIEU DF PIERS, TIMBERS MAY BE PLACED DIRECTLY ON EXISTING CONCRETE
SLAB BY BOLTING TIMBER TO SLAB WITH CONCRETE EXPANSION ANCHORS @ 4'-O' O. C.
4. FOR AREAS WITH PARTIAL EXISTING SLABS NEW SLAB AND TIMBER BEAMS MAY BE
PINNED TO EXISTING CONCRETE W/ 1/2'0 CONCRETE EXPANSION ANCHORS
48' 0, C. @ SLAB EDGE.
SEE SCHEDULE
BUILDING SPAN
4' MINIMUM CONC'ETE FLOOR
4' COMPACT SAND OR SOIL BASE
SECTION A -A
} 1
1
l
4' X 6' HEM -FIR 1#2
TREATED TIMBE
ziE
SP N
2,,
24'
^c_6'
2B'
30'
32'
36'
40'
PB44R SIMPSON POST BASE
16', 20'
OR 24'
DIAMETER
FORM WITH SDNOTUBE
SECTION B -B
TYPICAL PIER DETAIL
RETREEHT Fr
ADMBEBAM
PB44R SIMPSON, POST BASE
[---
NOTE:
16', 20'
DR 24'
DIAMETER
SECTION C -C
TYPICAL PIER DETAIL
PIER SI2FS
LIVE LOAD
30 PSF
30 PSF
30 PSI,
30 PSF
30 PSF
30 PSF
3D PSF
30 PSF
16'
18'
IB'
18'
20'
20'
24'
WHEN SI EVALL OPENINGS UP TO 16'-0' WIDE ARE
IN SEDGE USS 'BIGFOOT' PIER BASES 24' DIAMETER
OPENING TO SUPPORT DOOR JAMIIS.
SAD
40 PSF
40 PSI,
, 40 PSF
40
40 PSF
40 PSF
_ 40 Pse
1B'
18'
20'
20'
20'
24'
24'
40 PSF 24'
eXPIMEs 12-29.2007
WAMBEKE ENGINEERING
D nlel Warobeke, P. E, zSPok g1"99 t
Tee 509-443-6166 fax, 909-446-8562 t -mill [lY4beke6„{neen
FOUNDATION DESIGN FOR PACKAGE STUD FRAME BUILDING
USING TREATED TIMBER BASE & CONCRETE PIERS
30 PSF & 40 PSF ROOF SNOW LOAD
KINGS WAY INDUSTRIES
3621 WEST SMYTHE ROAD
SPOKANE, WASHINGTON 9922.4
DRAWN I BY DATE I DRAWING tabKNOS WAY,FON-IBCZ00' REV.
WANDEK.3-05-06 1I SCALE, ILIA_ ISNEET, , nr 1
r,
18'-0' TO 96'-0' BUILDING LENGTH _
6'-0' MAX. 1 TO 14 BAYS @ 6'-0' O.C, MAX. 6'-0' MAX
4' X 6' HEM -FIR #2
TREA'
�oE:
16', 20 -
OR 24'
DIAMETER
1
SECTION B -B
1
D
SP IFI ATION2: PLAN VIEW
1. DESIGN IS BASED ON THE REQUIREMENTS OF THE 2003 INTERNATI❑NAL BUILDING CODE
ALLOWABLE S❑IL BEARING PRESSURE IS 2,000 PSF PER IBC TABLE 1804,2,
2. CONCRETE F'c = 2,500 PSI @ 28 DAYS, MAX. SLUMP 4'; MIN SLUMP 2',
3. IN LIEU OF PIERS, TIMBERS MAY BE PLACED DIRECTLY ON EXISTING CONCRETE
SLAB BY BOLTING TIMBER TO SLAB WITH CONCRETE EXPANSI❑N ANCHORS @ 4'-0' ❑, C.
4. FOR AREAS WITH PARTIAL EXISTING SLABS, NEW SLAB AND TIMBER BEAMS MAY BE
PINNED TO EXISTING CONCRETE W/ 1/2'0 CONCRETE EXPANSI❑N ANCHORS
48' ❑, C. @ SLAB EDGE.
BUILDING SPAN
4' MINIMUM CONCRETE FLOOR I
4' COMPACT SAND OR SOIL BASE D'
LAR SECTION A -A
SEE SCHEDULE
opo
16', 20'
❑R 24'
DIAMETER
3IMPS❑N POST BASE
WITH S❑N❑TUBE
TYPICAL PIER DETAIL
X 6' HEM -FIR #2
-REATED TIMBER BEAM
B44R SIMPS❑N POST BASE
SECTION C -C
TYPICAL PIER DETAIL
PIER SIZES
WHEN SIDEWALL OPENINGS UP TO 16'-0' WIDE ARE
INSTALLED, USE 'BIGFO❑T' PIER BASES 24' DIAMETER
@ EDGE OF OPENING TO SUPPORT DOOR JAMBS,
SPAN
LIVE
LOAD
PIER DIAMETER LIVE
LOAD
20'
30
PSF
16'
40
PSF
Q
24'
30
PSF
16'
40
PSF
18'
0
I
30
PSF
18'
40
PSF
20'
28'
30
PSF
1
40
C3
\
/
I I \
Ej
18'
40
I I
I
32'
30
PSF
20'
40
PSF
I I
36'
30
PSF
20'
of
PSF
24'
I I
I I
co
PSF
24'
E. \
#4 BARS @ 24' 0. C.,
PSF
24'
OR FIBERMESH
0
4' THICK FLOOR
~
FLOOR ❑PTI❑NAL
0
I
\
/
CONCRETE PIER - SEE
xQ
SCHEDULE FOR SIZE
TYPICAL SIDEWALLS & ENDWALLS
a
4' X 6' HEM -FIR #2
of
TREATED TIMBER -
4' X 6' HEM -FIR #2
TREA'
�oE:
16', 20 -
OR 24'
DIAMETER
1
SECTION B -B
1
D
SP IFI ATION2: PLAN VIEW
1. DESIGN IS BASED ON THE REQUIREMENTS OF THE 2003 INTERNATI❑NAL BUILDING CODE
ALLOWABLE S❑IL BEARING PRESSURE IS 2,000 PSF PER IBC TABLE 1804,2,
2. CONCRETE F'c = 2,500 PSI @ 28 DAYS, MAX. SLUMP 4'; MIN SLUMP 2',
3. IN LIEU OF PIERS, TIMBERS MAY BE PLACED DIRECTLY ON EXISTING CONCRETE
SLAB BY BOLTING TIMBER TO SLAB WITH CONCRETE EXPANSI❑N ANCHORS @ 4'-0' ❑, C.
4. FOR AREAS WITH PARTIAL EXISTING SLABS, NEW SLAB AND TIMBER BEAMS MAY BE
PINNED TO EXISTING CONCRETE W/ 1/2'0 CONCRETE EXPANSI❑N ANCHORS
48' ❑, C. @ SLAB EDGE.
BUILDING SPAN
4' MINIMUM CONCRETE FLOOR I
4' COMPACT SAND OR SOIL BASE D'
LAR SECTION A -A
SEE SCHEDULE
opo
16', 20'
❑R 24'
DIAMETER
3IMPS❑N POST BASE
WITH S❑N❑TUBE
TYPICAL PIER DETAIL
X 6' HEM -FIR #2
-REATED TIMBER BEAM
B44R SIMPS❑N POST BASE
SECTION C -C
TYPICAL PIER DETAIL
PIER SIZES
WHEN SIDEWALL OPENINGS UP TO 16'-0' WIDE ARE
INSTALLED, USE 'BIGFO❑T' PIER BASES 24' DIAMETER
@ EDGE OF OPENING TO SUPPORT DOOR JAMBS,
SPAN
LIVE
LOAD
PIER DIAMETER LIVE
LOAD
20'
30
PSF
16'
40
PSF
18'
24'
30
PSF
16'
40
PSF
18'
26'
30
PSF
18'
40
PSF
20'
28'
30
PSF
18'
40
PSF
20'
30'
30
PSF
18'
40
PSF
20'
32'
30
PSF
20'
40
PSF
24'
36'
30
PSF
20'
40
PSF
24'
40'
30
PSF
24'
40
PSF
24'
EXPIRES 12-29-2001
PROVIDE Dw.,.
7 '
..iSSES, BEAMS
(-7F7‘"IS PRIOR TO
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
Walky
IIEVIEVVIHP COMPLIANCE
9p0KAt\v-z 7,10 .0IN DIVISION
"TikkLIoi0