HomeMy WebLinkAbout063-270-011v
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California Department of Forestry and Fire Protection
PWO Butte County Fire Department`
Fire Prevention Bureau ;
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176 Nelson Avenue, Oroville CA 95965
(530) 538-7888 Office, (530) 538-2105 Fax
Building Permit "#
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Under authority of Public Resources Code Section 4290 and 4291,Butte County Improvement Standards,
and the "California Building Code, the following items. are .required by CDFButte County ;Fire "
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Department for all development located within Wildland-Urban Interface Fire Areas and made part of this ,
permit.. These requirements are minimums and may be superseded by Butte County local regulations,
which exceed these standards. r:
Public Resources Code 4290
ARTICLE 1. ADMINISTRATION
1272.00 Maintenance of Defensible Space Measures .
To ensure continued maintenance of properties in conformance with these standards and measures and to
standards
assure continued availability, access, and utilization of thedefensible space provided for these
during a wildfire, provisions for annual maintenance shall be included in the development plans and/or ,
parcel approval.
shall be provided as a condition of the permit, or map
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ARTICLE 2. EMERGENCY ACCESS f
1273.00. Intent -; !
Road and street networks, whether public or private, unless exempted under Section 1270.02(e), shall
provide for safe access for emergency wildland fire equipment and civilian evacuation concurrently, and
Sections,,,
shall provide unobstructed traffic circulation during a wildfire emergency consistent with
1273.00 through 1273.11.
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1273.02 Roadway Surface
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The surface shallrovide unobstructed access to conventional drive vehicles, including sedans and fire
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engines. Surfaces' should be established in conformance with local ordinances, and be capable of
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supporting'a 40,000 pound load. 4" of class 2 aggregate base shall be required for all driveways, turnouts,
and turnarounds.
1273.03 Roadway Grades
The grade for all driveways shall not exceed 15% without being paved. Grades over 15% shall have 4" of
class 2 aggregate base and 2" of asphalt concrete. No driveways allowed in excess of 20%.
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1273.04 Roadway Radius f
(a) No roadway "shall have a horizontal inside radius of curvature of less than 50 feet and additional "
surface width of 4 feet shall be added to curves of 50=100 feet radius; 2 feet to those from 100-200 feet.
(b) The length of vertical curves in roadways, exclusive of gutters, ditches, and drainage structures
designed to hold or divert water, shall be not less than 100 feet. "
1273.05 Roadway Turnarounds
Turnarounds are required on driveways and dead-end roads as specified in this article. The minimum
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turning, radius for a turnaround` shall be 40 feet from the center line of the road. If a hammerhead -T is
used, the top of the "T" shall be a minimum of 60 feet in length.
SRA Development Requirements, Revised 01/10/07 1
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1273.11 Gate Entrance A
(a) Gate entrances shall be at least two feet wider on both ends then the width of the traffic lane(s) serving
that gate. .
(b) All gates providing access from a road to a driveway shall be located at least 30 feet from the roadway
and shall open to allow a vehicle to stop without obstructing traffic on that road.
(c) Where a one-way road with a single traffic lane provides access to a gated entrance; a 40 foot turning
radius shall be used.
ARTICLE 3. SIGNING AND BUILDING NUMBERING E
1274.00.Intent
To facilitate—locating a fire and to avoid delays in response; all newly constructed or approved roads,
street, and buildings shall be designated bynames or numbers, posted on signs clearly Visible and legible
from the roadway. This section shall not restrict the `size of letters of numbers appearing on street signs
for other purposes.
1274.08. Addresses for Buildings t
All buildings shall be issued an address by the local jurisdiction which conforms to that jurisdiction's'"
overall address system. Accessory buildings will not be required to have a separate address; however,
each dwelling unit within a building shall be separately identified.'
1274.09. Size of Letters, Numbers and Symbols for Addresses
Size of letters, numbers and symbols for addresses shall be a minimum 3 inch letter height, 3/8 inch
stroke, reflectorized, contrasting with the background color of the sign.
1274.10. Installation, Location and Visibility of Addresses
(a) All buildings shall have a permanently posted address, which shall be placed at each driveway
entrance and visible from both directions of travel along the road. In all cases; the address shall be posted
at the beginning of construction and shall be maintained thereafter, and the address shall be visible and
legible from the road on which the address is located.
;b) *Address signs along one-way roads shall be visible from both the intended direction of travel and the
)pposite direction.
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;c) Where multiple addresses are required at a single driveway, they shall be mounted on a single post.
;d) Where a roadway provides access solely to a single commercial or industrial business, the address
agn shall be placed at the nearest road intersection providing access to that site.
ARTICLE 4. EMERGENCY WATER STANDARDS
1275.00. Intent I
?mergency water for wildfire protection shall be available and accessible' in quantities and locations
,pecified in the statute and these regulations, in order to attack a wildfire 'or defend property from a
wildfire. Such emergency water may be provided in a fire agency mobile water tender, or naturally
>ccurring or man made containment structure, as long as the specified quantity is immediately available.
3utte County Fire Department currently utilizes mobile water 'tenders to meet the emergency water
or wildfire protection 'requirement.
SRA Development Requirements, Revised 01/10/07 3
(a) Maintain around and adjacent to the building or structure a firebreak made bremoving and clearin
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away, for a distance of not less than 30 feet on each side of the building or structure or to the property
line, whichever is nearer, all flammable vegetation or other combustible growth. This subdivision does
not apply to single specimens of trees or other vegetation that is well -pruned and maintained so as to
effectively manage fuels and not form a means of rapidlytransmitting' fire from other nearby vegetation to
any building or structure.
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(b) Maintain around and adjacent to the building or structure additional fire protection or firebreak made
by removing all brush,'' flammable vegetation, or combustible growth that is located within 100 feet from
the building or structure or to the property line or at a greater distance if required by state law, or local s
ordinance, rule,' or regulation: Grass and other vegetation located more than 30 feet from the building or:,
'structure and less than 18 inches in height above the ground may be maintained where necessary to,
stabilize the soil and prevent` erosion. This subdivision does not apply to single specimens of trees or,
other "vegetation that is well -pruned and maintained so as `to effectively manage fuels'and not form a
means of rapidly transmitting fire from other nearby vegetation to a dwelling or structure.
(c) Remove that portion of any tree that extends within 10 feet of the outlet of a chimney or stovepipe.
(d) Maintain any tree adjacent to or overhanging a`building free of dead or dying wood.
(e) Maintain the roof of a structure free of leaves, needles, or other dead vegetative growth.
(f) Prior to constructing a new building or structure or rebuilding a building or structure damaged by a fire
in such an area, the construction or rebuilding of which requires'a building permit, the owner shall obtain
a' certification` from the local building official that the dwelling or structure, as proposed to be built,
complies with all applicable state and local building standards, including those described in `subdivision
(b) of Section 51189 of the Government Code, and shall provide a copy of the certification, upon request,
to the insurer providing course of construction insurance' coverage for the building or structure. Upon
completion of the construction or, rebuilding, the owner shall obtain from the local building official, a
copy of the final inspection report that demonstrates that the dwelling or structure was constructed in
compliance with all applicable state "and local building standards, including those described in subdivision
(b) of Section 51189 of the Government Code, and shall provide a copy of the report, upon request, to the
property insurance carrier that insures the dwelling or structure.`
Public Resources Code 4621 thru 4628 and California Forest Practice Rules Article 7
Prior to any lot clearing activity or cutting of trees, contact the Butte area Forester at (530) 872-6353 to
determine the need for a less then 3 acre conversion exemption permit or a timber harvest plan.
HOME WIDTH
12" X 24" PADS
( P =`2000 lbs)
12" X 30" PADS 24" X 24" PADS
( P = 2500 lbs) ( P = 4000 lbs) '
10'
51-411
6'--8" 10',-8"
12'
4'-5"
51.6" 8'_101
13'
4'-1"
5'-1" 8'-2",
14
3f-911
4'_9" 7':-7"
Minimum sizepiers:
'Y a
Location (from front):
Minimum size piers:
Location (continued):
Line 4 Roof Loads:
Minimum 'size piers:
Location (from front):'
Minimum size piers: 1
Location (continued) j
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INSTALL HOME PRIDE EARTH ANCHORS, (OR EQUIV. LISTED & GENERAL NOTES: REFERENCE:CAUFORNIA CODE OF REGULATIONS; TITLE 25. REVISIONS BY
STANDARD PIER: SIZE. TYPE AND APPROVED TlRDCD N). 2900 lbs CAPACITY. NUMBER PER TABLE..
SIZE, TYPE AND LOCATION OF MARRIAGEIST ROW .2 FT FROM EN
LINE LOCATION MUST BE INSTALLED AS SPACE D THEN SPACE EVENLx. 1..DESIGN LOADS SHALL BE CONSISTENT WITH LOCAL REQUIREMENTS WHERE INSTALLED. Q9-O2-�'/} YW
SUPPORT PIERS MUST BE INSTALLED AS SPECIFIED IN HOME'INSTATJATION
SPECIFIED IN THE HOME INSTALLATION MANUAL. MANUAL. 2. .FOOTINGS ARE TO-BE SUPPORTED BY EITHER FIRM, UNSATURATED, UNDISTURBEDSOILBL I
•-�� ' COMPACTED FILL, ASPHALT OR CONCRETE. FOOTINGS ARE DESIGNED FOR Toon PSF BEARING CAPACITY IO-O2-06 YW
AND SHALL BE COMPATIBLE WITH LOCAL. SOIL CONDITIONS ALL FOOTINGS SHALL BE FOUNDED IN
4j LTJ,I: I ACCORDANCE WITH H.C.D. GUIDLINES AND TITLE 25.
« 3. STRUCTURAL STEEL: ;.
`f..L'I f1: 1 a ' a .�., b 'LTJ' LJ p = 36 KSI MINIMUM. -
LLJ L-LI FOR TRIPLE WIDE a SHALL CONFORM TO ASTM A36 ��TTxy r
o I ,t.. -1;, I PLACE SEISMIC PIERS I I I I I i b.. SHALL BE FABRICATED ACCORDIISG.TO AISC SPECIFICATIONS. �.J
t I ; BI ROWS of 4 r.: SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: O7
AS OWS T
,. �, 1. ELECTRODES: E70 E'"i 3
$ ImJ ISTlNG MOBIL EXISTING MOBIL ;ii, PLATES: ASTM A36
E TxisrIHG nOBILE W TING MOBILd BEAMSN W.BOLTS: STANDARD ASTM A307 I---1 �.
XISTING'MOBILE' EXISTING MOBILE EAMS OACH BEAMS OACM-BEAMS COACH Sy
I/cOacH BEAMS ✓coACH BEA14S\1 'COACH s y y y iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE a, N
i - d. ALL METAL COMPONENTS INCLUDING NAILS & SCREWS ETC. ARE TO BE �-
}� �{ � O a � a R 1 PAD ORIENTATION u 0 : W PROTECTIVE .COATED- : -H
,y I I I I I I I I V PAD MUST BE '.I U 4. THE C.P.. SEISMIC PIER SHALL BE LISTED & LABELED BY BSK ASSOCIATES FOR THESE ULTIMATE LOADS: •
W I I PLACED AS SHOWN
U LV C '., WITH BOLT HOLES 0. A. 7". THRU 18 INCH PIERS ' 9203 LBS.. (STRONG DIR}; 2273 (WEAK ), 1 18,000 VERTICAL !� c OD
t • 1 : E I L.}� Ni PERPENDICULAR TO C �, B. 19 INCH X-LARGE PIER: 1553 LBS. (STRONG DSR.) 1462 (WEAK IIIR), 16,000 VERTICAL Trl� :.: 6
CHASSIS BEAM V 1
` Q'r I I t Im BmI W I I W 5. THIS TIEDOWN SYSTEM IS FOR PLACING MANUFACTURED HOMES CONSTRUCTED' z
m �y I�I C • f • I ' I WITH LONGITUDINAL OR CROSS JOISTS. �{ -,0 ;
6.' THIS TIEDOWN SYSTEM PLAN IS DESIGNED TO BE CONSTRUCTED ON A FAIRLY LEVEL r , (�
CD
SITE WITH NO EXISTING SOIL PROBLEMS. SEE, TITLE 25 SECTION 1334(d)
Q ® }❑ }❑" ® ® ® 7. THE SIZE, TYPE & LOCATION OF STANDARD VERTICAL SUPPORT PIERS & FOOTINGS MUST BE w 0,
INSTALLED PER MANUFACTURER'S INSTALLATION MANUAL THAT IS SHIPPED WITH HOME. �
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WITHOUT MANUAL, SPACING OF STANDARD PIERS TO BE DETERMINED BY TITLE 25. SECTION U
1335.5.... U
FOUNDATION PAD NOTES: Lj
a 01 1:• TWO co CH003EUTHETFOUNDAT]ONRPADVFORTHEIR HOME,LE FOR USE TH THIS SYSTEM. THE CUSTOMER MAY ~/:I-� : J
2:FDTN PADS SHALL BE PLACED ON FIRM, :LEVEL UNDISTURBED SOIL (SEE CEN. NOTE 2) �;:x � ]..
a I t I I I w
W t t
S. THE FOUNDATION PADS SHALL BE ORIENTED AS SHOWN ON THE PLAN VIEW DRAWING WITH c Z
� {❑ ; ❑} FOR DOUBLE WIDE �. ❑ � THE BOLT HOLES PERPENDICULAR TO .THE `CHASSIS BEAM. SEE PLAN .VIEW. _ 'F. n-
51
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❑ ❑- ❑ PLACE SEISMIC PIERS I I I ;i SEISMIC PIER & ,I I 4. CONCRETE FOUNDATION PADS W : v. �.
IN ROWS OF 2 ..
„ q PER TABLE ,�, Ll�
FOUNDATION PAD -'^
A.3000 PSI AT 26 DAYS AS TESTED AND MANUF. BY STARLITE WEIGIiT CONCRETE. F---i O ¢
#PERTAHI.E 1I.,.I IIt,6. PRESSURE TREATED FOUNDATION PAD` A. 3/4 INCH A-P.A.. 48/24 EXTERIOR `P.S.L-83 CC. PLUGGED, NER-QA397,PRP-108. Ld 4 I 4 6. ATTACHMENTTO EXISTING CONCRETE SLAB :: � L.J : • >,
o UTLINE OF b THE C.P. SEISMIC PIER MAY BE ATTACHED TO AN EXISTING COMPETENT CONCRETE SLAB OR m
-+ MOBILE OUTLINE !. CONCRETE FOOTING ACCORDING TO THE FOLLOWING CRITERIA: "s
:. COACH _� OF MOBILE 1. ATTACH WITH .TWO %" DIAM. ITW RAMSET/ REDHEAD TRUBULT WEDGE ANCHORS
COACH
20'-32' 0'-16' 2. ' MINIMUM EMBEDMENT: = 2.5" 'coy
30'-48
PIAN PLA scale: 1' = 10' PLAN Scale' I" 10' 3. MINIMUM CONCRETE THICKNESS = 3'/a" c
T l w
scale: i" = 30' - 4. MINIMUM EDGE DISTANCE = 2" v a d
TRIPLE WIDE MOBILE COACH DOUBLE WIDE MOBILE COACH SINGLE WIDE MOBILE COACH COACH" SIZE NOTES: , > o Q
.: +J
SEISMIC -ZONE 3 &. 4 -. 3 &4 3.& 4 1. UNLESS APPROVED BY ROCK SOLID ENGINEERING, INC., THE ROOF PITCH SHOULD NOT t--H a x•
: EXCEED: ::. : �
WINE LOAD(MPH,EXP) 706 & 806 70C : '80C A. .SINGLE WIDES: .3:12 OR 4:12 AS SHOWN IN TABLE
,.: N OF 8 OE 9 OF ik OF Y OF M OF
COACH SIZE sElSMlc : TIE- SELSMIC TIE- s£ISMIC TIE B. 20 FEET WIDES: 2%:12 OR 4:12 AS SHOWN 1N TABLE „
:WIDTH ...LENGTH ROOF PITCH PLEBS DOWNS PIERS DOWNS PIERS DOWNS SEISMIC: ZONE 3 & 4 3.. & 4 3 & 4 3 & 4 C. ALL OTHER DOUBLE WIDES: .4:12
0 4, 0 4' 4 WIND LOAD(MPH,EXP) 70B BOB 70C 80C `''" r\
D. ,,.TRIPLE WIDES: 4:12
.., 48 FT 2'h:12 4 t �.
0 6 0 6 4 ' COACH SIZE # OF # OF :OF. # OF # OF # OF # OF. # OF 2. FOR ANY 'COACH SIZE OTHER THAN AS SHOWN ON THIS PLAN OR REFERENCED ABOVE,
78 FT 2°%:12 6 SEISMIC TIE- SEISMIC TIE-' SEISMIC TIE SEISMIC TIE- ` LAYOUT SHALL. BE REVIEWED AND APPROVED BY ROCK SOLID ENGINEERING, INC.
20' ..,. WIDTH MAX LENGTH PIERS 'DOWNS PIERS DOWNS PIERS `DOWNS PIERS DOWNS T -�
48 FT 4:12 4 4 4 ,..: 4 4 _ s INSPECTION REQUIREMENTS: '.
76 FT 4:12 6` 0 6 4 6"""." 8 48' 4 0 4 4 : 4 ' 8 - 4 10 1. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED HOMES AS BUILT BY THE
312. .. :.
9 UP TO 48 FT 4:12 4 0 6 0 6 4 ROOF 10'-16' 60' B. 0 6 4 6 6 6 12 MANUFACTURER. SITE BUILT ADDITIONS SUCH AS GARAGES AND SECONDARY ROOFS HAVE NOT E-
PITCH BEEN INCLUDED IN THIS DESIGN.
w 24'-28' `UP TO 66 FT .4:12 6 p 6 p :.. 6 4 : W 78' _6 0..,... `, 6 - 4 6 8 6 14 W
F " 8 4 n :.48' 4 4 _4 4 4 6 4 10 2. ALL DIMENSIONS INCLUDED ON THIS. PLAN, INCLUDING COACH SIZE, ROOF HEIGHT AND PIER v
UP TO 48 FT 4:128 0 8 0 . HEIGHT, :SHOULD BE FIELD VERIFIED BY THE .LOCAL .BUILDING .OFFICIAL. ANY DI5CAEPENCLES
UP TO 46 FT 4:12 4 0 6 0 '. e 4 10'-12' 60' 4 4 4 - 4 4 6 4 12 SHOULD HE IMMEDIATELY BROUGHT TO THE ENGINEER'S ATTENTION.
29'-32' UP TO 55 FT :"4:12 6 p,: 6 0 8.. .4 z 4:12 ,..78' `;:6 z1 ' 6...,. 4 6.. 8 6 14
8 0 8 0 8 4 rn ROOF ,_.48' - 4 0 4 Ij 46 4 10 3. THE BUILDING PADSHOULD BE INSPECTEDTO ENSURETHAT PROPER LOT PREPARATION AND
UP TO 78 FT 4:12 PITCH DRAINAGE PATTERNS HAVE BEEN ESTABLISHED IN ACCORDANCE WITH TITLE 25 & MANUFACTURER.
UP TO 48 FT 4:12 e o fl oa 4 13'-16' g0' 4 0 4 4 8 4 12 INSTALLATION INSTRUCTIONS30'-48' U 0 78 FT -4:12 12 0 12 0 12 4 78' 6 0 8 ."': 6 10 B 16 U
P T :FIND ROOF PTTCH, FOLLOW ROW ACROSS TO COACH •iIZE'. THEN' ACROSS TD. DESIGN IAAD. READ TOTAL 1. MARK CHASSIS BEAM ACCORDING TO REQUIRED SPACING.
FIND COACH SIZE, THEN OOF PITCH. FOLLOW ROW ACROSS TO"-ESIGN LOAD. READ ER OF C.P..SEISMIC PIERS & TOTAL NUMBER OF TIEDOWNS. REQUIRED. SEE PLAN ABOVE FOR 2. FOUNDATION- FOR CHASSIS BEAM SUPPOR S` SHALL BE LOCATED AND SIZED FOR ' (/�
TOTAL NUMBER OF C.P. SEISMIC PIERS & TOTAL NUMBER OF TIEDOWN REQUIRED. SE : NUMB T
T OF PIERS & TIEDOWNS. AUGER TIEDOWNS SHALL BE PLACEMENT OF PIERS TIEDOWNS. AUGER TIED019NS SHALL BE LISTED BY HCD & INSTRUCTIONS THE.,LOADS AS SHOWN. IN THE MANUFACTURED HOME INSTALLATION.. INSTRUCTIONS.
PLAN ABOVE .FOR PLACEMEN 3. ALL' MANUFACTURER REQUIRED PIERS EXCEPT MASONRY BLOCKS MUST BE ATTACHED TO THE
.LISTED BY HCD &. INSTALLATION INSTRUCTIONS SHALL BE ON SITE AT TIME OF SHALL HE ON SITE AT TIME OF INSPECTION. E THAT
'TE HOME R NOT L15TED, CHECK NEXT SMALLER '1� � Z
:INSPECTION. IF EXACT HOME SIZE IS NOT LISTED, CHECK NEXT SMALLER & LARGER LARGER SIZE AND USE THE ONE THAT hEQUB?ES MORE PIERS AND TIEDOWNS. CHASSIS BEAM ANiI FOO ..NG PAD PED TITLE AD SECTION MARKING
(�
SIZE AND USE THE ONE THAT
REQUIRES MORE PIERS & TIEDOWNS. - ".4. LEVEL THE SOIL & PLACE. THE FOUNDATION PAD. BELOW MARHING AS PER LAYOUT, .THIS SHEET.
o?µDFESS/,,y 5. ASSEMBLE C.P. SEISMIC PIER TO-ITS LOWEST SETTING: PLACE IT ON THE Q'-I C
5/8'x3' •SSEM.II,�'Y.FOUNDATION PAD AND. ATTACH IT PER THE CORRESPONDING DETAIL, THIS SHEET.
FLANGED PLASTIC `� 6. RAISE TOP SECTION OF C.P. SEISMIC PIER UNTIL IT TOUCHES BOTTOM OF CHASSIS BEAM BY W W
•' ANCHOR INSERTS m, TURNING PIPE (FOUR TURNS EQUALS :ONE INCH CHANGE. IN HEIGHT) TIGHTEN 4 CLAMP BOLTS.
j x 7. CLAMP UPPER PLATE TO BOTTOM OF CHASSIS BEAM AS PER DETAIL THIS SHEET. a xcc
NGiN R�CDfiIE co E-
WW T - O
�q co APPROVED ��yy c) Q
3 SIRUECT TO coRRECnoNs NOTE= F�--1 Z z �� W
4' COACH I BEAM : - A 091 does not aptl *# Or apprM I' M*Sbn or
5/9 x3' 2 - 3/8' x 1' BOLTS dwatiOn from "Ire ent9 of apPgc" State im and z W � W
• ' 3' % $' PLATE _
FLANGED PLASTIC BOLT3WITH FIELD .DRILL- HOLES ngulaUa+s -State of Calffomia 'W � �r_'' to W
ANCHOR INSERTS WASHER 8 NUT OPTION OF (� 4-I �i
3.5' MAX"HT ABOVE CLAMP 2' DIA 4-#14 SELF TAP SCREWS COACH C QepartmCM of Housing wd Community Development z
4x4-4x4 WWF 4• ?,j 3 IN FDR THE b IN PIPE STD PIPE OR J BEAM DMY07 OF ODES AND STAND
7ARDirI-,�+
7 IN FOR THE"SD IN PIPE :.3• x 3' O F-i
P. PRO PAD 12 IN FOR THE 15 1N PIPE 4 - '3/B' BOLTS 1/4 x2'x4' PLATE =
- f4 IN FOR THE IB IN PIPE TIGHTEN TO ANGLE 3' WIDE �e 7-- �I
180 IN-LBS SPACER AS NEEDED "NO-
TUBE
ND " G / S
'TU.BE MUST EXTEND a • CIS FT-LBSy TORQUE FOR J-BEAM
• - 3' MIN IN TO CLAMP '3/16' PLATE - This Plao Approval Expires
HDLES FOR ; � CLAMP 4 - 3/8'_ / SEISMIC f�' fj ..DATE. I2-16-03
1/2"x2-1/2':C.B BASE HEIGHT N 3/4' THREADED ROD BOLTS :i.�Le.�/ �eUl St.m�
7 INCH SMALU. PIER SCALEt. -AS SHOWN
17,5 INCH REGULAR 3/16' PLAT= LEGS CE LINEA STD. CRAMS SUPPORT
185 INCH EXTRA LARGE TYP OF 2 - PER INSTALIATION MANUAL
' -STEEL INERT-MSE5/8'xlx2 1' BOLT ORPLASTDRAWN' YMW
WITH HARDENED WASHER
11 1/4' PI4TE FOUN11 DATION PAD JOB #: W03002
4' TYPICAL BEAM.SLOPE- 36' Max. SHEET: 1
SEISMIC PIER Not to Scate SIAPEMDi2S MlNxc
PLYWOOD PAD RADE LOT PER
C.P. SEISMIC PIER#1-PATENT #5555366 CONNECTION E L E V A T I❑ N INSTALLATION MANUAL `
FOUNDATION PADS Not to Scale NOT TO SCALE OF I SHEETS
Not to scale