HomeMy WebLinkAboutMOBH23-0032 APPROVED PLAN.pdf MOBH23-0032 RETROFIT PERMANENT FOUNDATION
CITY OF PALM DESERT
DEPARTMENT
�OF BUILDING&SAFETY
APPROVEDA//LR�oW9 Date: 08/02/2023
THIS APPROVAL BECOMES NULL&VOID IF AN INSPECTION IS
NOT RECORDED WITHIN 1 YEAR OF ISSUANCE.ALL WORK
SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS.
THIS APPROVAL SHALL NOT BE CONSTRUED TO BE A PERMIT
FOR AN APPROVAL OF ANY VIOLATION OF ANY OF THE
PROVISIONS OF STATE AND CITY ORDINANCES OR LAWS.THIS
SET OF APPROVED PLANS MUST BE KEPT ON THE JOB UNTIL
COMPLETED.
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C 2 Digitally signed 6y CITY OF
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ON:C-US,
CITY OF PALM DESERT E=permiteenter@palmdese.gov,
O-CITY OF PALM DESER
11/ O =PERMIT CENTER,C CITY
OFF PALM DESERT
Date:2023.08.0216:44:38 7'00'
G.
MOBH23-0032 RETROFIT PERMANENT FOUNDATION
ENGINEERED FOUNDATION PLAN
C.P. SEISMIC PIER TM
SPA 30-5F
MAXIMUM PIER HEIGHT 26.5"
FOR: CENTRAL PIERS, INC.
284 N. THORNE AVE,
FRESNO, CA 93706
559-268-0828
BY: ROCK SOLID ENGINEERING, INC.
1100 MAIN STREET, SUITE A
WATSONVILLE, CA 95076
831-724-5868
STATE APPROVAL
�QQVtOFES WNWACfURED HOIIAMOM,R HOW
-%E M, � �`y FOUNDATION SYSTEM(
HEALTH AND SAFETY CODE,SECTION 123111
APPROVED
NO.60245
.� CIVI APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OF CA if OMISSIONS OR DEVIATION FROM REQUIREMENTS OR
�/7 APPLICABLE STATE LAWS AND REGULATIONS
CITY OF PALM DESERT Signed: �'�� Z{� Slate Of Call rsia
DEPARTMENT OF BUILDING&SAFETY
Of Haw
APPROVED: R.V— Date: 08�02�2 sEag and CMmLL�lly ym �
023 OF CODES AND STANDARDS
THIS APPROVAL BECOMES NULL&VOID IF AN INSPECTION IS NOT RECORDED WITHIN 1 YEAR
OF ISSUANCE.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS.
THIS APPROVAL SHALL NOT BE CONSTRUED TOR A PERMIT FOR AN APPROVAL OF ANY BY I)ATB
VIOLATION OF ANY OF THE PROVISIONS OF STATE AND CITY ORDINANCES OR LAWS.THIS SET
OF APPROVED PLANS MUST BE KEPT ON THE JOB UNTILCOMPLETED. S
SPA NO��
This Plan Approval 8+pws
REV. DATE BY COMMENTS
YW
0 YW
0 Yw
110/02/201YIP I UPDATE TO 2019 CBC/CRC
aO CK SOLID ENGINEERING, INC. ENGINEERED FOUNDATION PLAN SHEET
CENTRAL PIERS — SPA 30-5F Fl of 6
MOBH23-0032 RETROFIT PERMANENT FOUNDATION
GENERAL NOTES: 3. THE FOUNDATION PADS SHALL BE ORIENTED AS SHOWN ON THE PLAN
REFERENCE: CALIFORNIA CODE OF REGULATIONS, TITLE 25 AND 01 VIEW DRAWING WITH THE BOLT HOLES PERPENDICULAR TO THE CHASSIS
BEAM. SEE PLAN VIEWS, SHEETS F3 AND F4.
C.R.C./C.B.C. THESE PLANS MEET THE INTENT OF 2019 C.R.C. 301.1.3. 4 CONCRETE FOUNDATION PADS
1, DESIGN LOADS SHALL BE CONSISTENT WITH LOC QUIREMENTS WHERE 2500 PSI AT 28 DAYS A3 TESTED AND MANUFACTURED BY STARLITE
INSTALLED. THE FOLLOWING DESIGN LOADS ARE INCORPORATED HEREIN: WEIGHT CONCRETE.
FLOOR LIVE LOAD: 40 PSF RO IAAD: 30 PSF — 100 PSF
BASIC WIND SPEED do EXPOSURE: Q9&130 MPH AS LISTED IN TABLE 5. PRESSURE TREATED FOUNDATION PAD
SEISMIC DESIGN CATEGORY: E 3/4 INCH A.P.A. 48/24 EXTERIOR P.S.I.-83 CC. PLUGGED,
• I — V—:51Q,41,151 NER—QA397,PRP-108.
*(PER ASCE 7-18, SECTION 12,14.8.1 Se NEED NOT EXCEED 1.5. SITE 8, ATTACHMENT TO EXISTING CONCRETE SLAB
AMVA U BE IGHE THE C.P. SEISMIC PIER MAY BE ATTACHED TO AN EXISTING COMPETENT
AD NDED FOR USE IN FLOOD HAZARD AREAS CONCRETE SLAB OR CONCRETE FOOTING ACCORDING TO THE FOLLOWING
UNLESS A SEPARATE DESIGN ADDRESSING THE FLOOD HAZARD IS CRITERIA:
SUBMITTED FOR APPROVAL BY THE LOCAL JURISDICTION. 1. ATTACH WITH TWO 5/8"DIAM. REDHEAD WEDGE ANCHORS, OR EQUCV.
2. FOOTINGS ARE TO BE SUPPORTED BY EITHER FIRM, UNSATURATED, 2. MINIMUM EMBEDMENT = 2.5"
UNDISTURBED SOIL OR COMPACTED FILL, ASPHALT OR CONCRETE. 3. MINIMUM CONCRETE THICKNESS = 33/4"
FOOTINGS ARE DESIGNED FOR 1500 PSF BEARING CAPACITY AND SHALL 4. MINIMUM EDGE DISTANCE - 2"
BE COMPATIBLE WITH LOCAL SOIL CONDITIONS. ALL FOOTINGS SHALL BE
FOUNDED IN ACCORDANCE WITH H.C.D. GUIDLINES AND TITLE 25 OR COACH SIZE NOTES:
PREPARE SUBGRADE PER SOIL REPORT, WHEN AVAILABLE.
3. STRUCTURAL STEEL: 1. UNLESS APPROVED BY ROCK SOLID ENGINEERING, INC., THE ROOF PITCH
e. SHALL CONFORM TO ASTM A38 Fy — 38 KSI MINIMUM. 3H . NOT EXCEED:
A
b. SHALL BE FABRICATED ACCORDING TO RISC SPECIFICATIONS. A. SINGLE AIDES: 4:12
c. SHALL BE WELDED ACCORDING TO AWS SPECIFICATIONS: B. DOUBLE AND TRIPLE HIDES: 3:12 or 4:12
2
L ELECTRODES: E70 AS LISTED IN TABLE
ii. PLATES: ASTM A38 2, FOR ANY HOME SIZE OTHER THAN AS SHOWN ON THIS PLAN OR
iii. BOLTS: STANDARD ASTM A307 REFERENCED IN THE TABLE, THE LAYOUT SHALL BE REVIEWED &
iv. THREADED ROD: COLD DRAWN LOW CARBON WELDABLE APPROVED BY ROCK SOLID ENGINEERING, INC.
d. ALL METAL COMPONENTS INCLUDING NAILS k SCREWS ETC. ARE To INSPECTION REQUIREMENTS:
BE PROTECTIVE COATED.
4. THE C.P. SEISMIC PIER SHALL BE LISTED do LABELED BY BSK ASSOCIATES 1. THE DESIGN OF THIS SYSTEM IS BASED ON STANDARD MANUFACTURED
FOR THESE ULTIMATE LOADS: HOMES AS BUILT BY THE MANUFACTURER. SITE BUILT ADDITIONS SUCH
7" THRU 18 INCH PIERS: 3203 LBS. (STRONG DIR), 2273 (WEAK DIR), AS GARAGES AND SECONDARY ROOFS HAVE NOT BEEN INCLUDED IN THIS
18,000 VERTICAL DESIGN.
5. THIS FOUNDATION SYSTEM IS FOR PLACING MANUFACTURED HOMES 2, per, DIMENSIONS INCLUDED ON THIS PLAN, INCLUDING COACH SIZE, ROOF
CONSTRUCTED WITH LONGITUDINAL OR CROSS JOISTS. HEIGHT AND PIER HEIGHT, SHOULD BE FIELD VERIFIED BY THE LOCAL
B. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A BUILDING OFFICIAL. ANY DISCREPENCIES SHOULD BE IMMEDIATELY
FAIRLY LEVEL SITE WITH NO EXISTING SOIL PROBLEMS. SEE NOTE 2 BROUGHT TO THE ENGINEER'S ATTENTION.
AND TITLE 25. SECTION 1334(b). QROFESS/
3. THE BUILDING PAD SHOULD BE INSPECTED TO 0
7. THE SIZE, TYPE & LOCATION OF STANDARD VERTICAL SUPPORT PIERS y,0
ENSURE THAT PROPER SOIL CONDITIONS AND @,
Ilk FOOTINGS MUST BE INSTALLED PER THE HOME MANUFACTURER'S DRAINAGE PATTERNS HAVE BEEN ESTABLISHED tiQ��tE M \,rlFy
INSTALLATION MANUAL. WITHOUT MANUAL, SPACING OF STANDARD ACCORDANCE WITH TITLE 25 de THE HOVE
PIERS TO BE DETERMINED BY TITLE 25, SECTION 1335.5. IN INSTALL TION MANUAL. No.60245
FOUNDATION PAD NOTES:
SYS
TEM.
CITY OF PALM DESERT y
1. TWO FOUNDATION PADS ARE AVAILABLE FOR USE WITH THIS STEM. DEPARTMENT OF BUILDING&SAFETY f
THE CUSTOMER MAY CHOOSE ONE OF THE PADS FOR THEIR H ULVED: 08/02/2 �9 CIVIL
SEE SHEET F8, FOUNDATION PADS. 023 C D OF CAL1F0��\P
��y1 THIS APPROVAL BECOME NULL&VOID IF AN INSPECTION IS NOT RECORDED WITHI YEAR
2. FOUNDATION PADS SHALL BE PLACED ON FIRM, LEVEL THIS APPROVAL SHALL NI T BE CONSTRUED TO BE A PERMIT FOR AN APPROVAL OF ISSUANCE. LL WORK 5HALL BE DONE IN ACCORDANCE WITH THE APPROVED PLAN
UNDISTURBED SOIL (SEE GEN. NOTE 2) VIOLATION OFANVOFT PROVISIONS OFSTATEANDCITYORDINANCESORLA S Z(� Signed: ' I
OF APPROVED PLANSM TBE KE PT ON THE JOB UNTIL COMPLETED.
fuf
aD CK SOLID ENGINEERING, INC. ENGINEERED FOUNDATION PLAN &10/02/20
O CENTRAL PIERS - SPA 30-5F SHEET
F2 OF 8
MOBH23-0032 RETROFIT PERMANENT FOUNDATION
SIZE. TYPE & LOCATION OF MARRIAGE LINE STANDARD CHASSIS PIER SUPPORT.
SUPPORTS MUST BE INSTALLED AS SPECIFIED E, SIZE & LOCATION MUST BE
IN THE HOME'S INSTALLATION MANUAL. INSTALLED AS SPECIFIED IN HOME'S
INSTALLATION MANUAL
I I I I I
CEXISTING EXISTING EXISTING
HASSIS BEAN CHASSIS BEAN CHASSIS BEAN
U LJ L ' L'J lJ PAD PAD MUSTTAT[ON
8 PLACED AS SHOWN
va WITH BOLT HOLES
PERPENDICULAR
CHASSIS BEAMTO
I I I I I I
41 Ep [P 1p T 1p PLACE C.P. SEIMC PIERS
I I I I I I 1N ROWS OF 4
0 PER TABLE, SHEET F5
I L+j 09 09 [±j / OF ROWS PER TABLE
EACH SEISMIC PIER MAY
REPLACE 1 STANDARD P1ER
CITY OF PALM DESERT
DEPARTMENT OF BUILDING&SAFETY
APPROVED: R.M1Caw Dltl: 08/02/2
023
IW1TI THIS APPROVAL BECOMES NULL&VOID IF AN INSPECTION IS NOT RECORDED WITHIN I YEAR
OF ISSUANCE.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS.
TH 15
APPROVAL SHALL NOT BE CONSTRUED TO BE A PERMIT FOR AN APPROVAL OF ANY
VIOLATION OF ANY OF THE PROVISIONS OF STATE AND CITY ORDINANCES OR LAWS.THIS SET
OF APPROVED PLANS MUST BE KEPT ON THE lOB UNTIL COMPLETED.
REQUIRED:PLACE C.P.
I I 11 IiJI �I I LI J I ANCHOR PIER ON
D?90FESS1O OUTER CHASSIS BEAM
M. �� l IN PLACE OF SEISMIC
PIER.
SHE TIEDOF6�3 PER TABLE,
No. 60245 m (Ult. ty-2540 Lnt
�TJ do 9170 Upl Uplift)
_ * HOME
��qTF OF�f P -- --(� _ _ �. OUTLINE OF
111 0'-48'
H C D
Signed: -lo"tZ P LAN
Not to Scale F* WWIITRIPLE WIDE HOME
ILO
ENGINEERED FOUNDATION PLAN 0010/02/20
CK SOLID ENGINEERING, INC. SHEET F3
CENTRAL PIERS - SPA 30-5F OF 6
MOBH23-0032 RETROFIT PERMANENT FOUNDATION
INSTALL HOME PRIDE EARTH ANCHORS, 0
2900 lba CAPACITY. NUM
SPACE LSP ROW 2 FT FROM END THEN SPACE EVENLY.
STANDARD CHASSIS PIER SUPPORT. INSTALL END WAIL TIEDOWNS, WHERE REQUIRED. SEE TABLE.
T I — KI
TYPE, SIZE & LOCATION MUST BE N
INSTALLED AS SPECIFIED IN HOME'ST �4
INSTALLATION MANUAL
a1 + 1 D a PAD ORiI�NI'1TION
EXISTING - I� EXISTING �I PAD MUST BE EXISTING 1I
PAD pR NT�� VCHASSIS BEAMS`I VCHASSIS BEAM S^ PLACED AS SHOWN VcNASSIS BEAMS`
PAD MUST BE WITH BOLT HODS
PLACED A9 SHOWN W PERPENDICULAR TO ] v
PERPENDWITH ICU
TO I I I I a CHASSIS BEAM q—HOLES L) $ �i�� MtN� a
CHASSIS BEAM � T T � co4
PLACE C.P. SEISMIC PIERS � t
IN ROWS OF 4 I I I I I I
PER PIERS PER SHEET F5
/ OF ROWS PER TABLE
EACH REPLACE SEISMIC STANDARD PIER
CITY OF PALM DESERT 1 1 1 1 1
DEPARTMENT OF BUILDING&SAFETY
APPROVED: R.W. Dale: 08/02/2
023
THIS APPROVAL BECOMES NULL&VOID IF AN INSPECTION IS NOT RECORDED WITHIN 1 YEAR
OF ISSUANCE.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS, W
TH IS APPROVAL SHALL NOT BE CONSTRUED TO BEA PERMIT FOR AN APPROVAL OF ANY E� U U
VIOLATION OF ANY OF THE PROVISIONS OF STATE AND CITY ORDINANCES OR LAWS.THIS SET I I I IWV
OF APPROVED PLANS MUST BE KEPT ON THE JOB UNTIL COMPLETED. V J r^
V!
WHEN TIBDOWNS ARE
REQUIRED: PLACE C.P.
ANCHOR PIER ON
OUTER CHASSIS BEAM I I I I C.P. SEISMIC PIER de
IN PLACE OF NS PER FOUNDATION PAD
PROFESS/ PIER. y TIEDO11N3 PER
,iE M. �,. TABLE, SHEET Fti 4 4 � PER ,�, 4 Q
-1 Ult. Capacity-2840 Lat
, k 3170 Uplift) EACH SEISMIC PIER MAY REPLACE 1
NO.60245 STANDARD PIER
* OUTLINE
� OUTLINE N11E OF -- _ �- _J_i.J— __ - OF
TAT CIVIL �P
0'-32' -16'
OF CAIIf���
Signed: PLAN Not to Scale PLAN
H C D Not to Scale
DOUBLE WIDE HOME /a �'(Iz SINGLE WIDE HOME
D ENGINEERED FOUNDATION PLAN &10/02/2
OCK SOLID ENGINEERING, INC. SHEET F4
CENTRAL PIERS — SPA 30-5F OF e
MOBH23-0032 RETROFIT PERMANENT FOUNDATION
MAX. ROOF LIVE LOAD (PSF) 30 PSF' 30 PSF 30 PSF 30 PSF 100 PSF
MAX. WIND LOAD MPH,EXP 951E & 95C 100C 120B 120C 130C
HOME SIZE / or 0 OF or I or 0 or + or OF OF F ur
O ROWS M O ) Im 5mmc 4 SS181tIC 0 or TIE swa L 4 TIE
ROOF PITCH WIDTH LENGTHgo a= imm-asmL DOWNS uvwo DOWNS
UP TO 48' 4 2 ROWS 4 4 2 ROWS 4 4 2 ROWS 4 4 2 RODS 4 4 2 ROWS �i
4:12 8'-16' 48.5'-60' 6 3 ROWS 4 6 3 ROWS 4 6 3 ROWS 4 6 3 ROWS 4 6 3 ROWS •
60.5' 78' 8 4 ROWS 4 8 4 ROWS 4 8 4 ROWS 4 6 4 ROWS 4 8 4 ROWS
UP TO 56' 8 2 RODS 0 8 2 ROWS 0 8 2 ROWS 0 8 3 ROWS 4 6 3 ROWS 6
3:12 20'-32' 66.5'-66' 8 2 ROWS 0 4 2 ROWS 4 12 3 ROWS 0 8 3 ROWS 4 6 3 ROWS 8
66.5'-78' 12 3 ROWS 0 12 3 ROWS 0 12 3 ROWS 0 12 4 ROWS 4 10 4 ROWS 6
UP TO 58, e 2 Rm 0 12 3 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 6 3 ROWS 6
4:12 20'-32' 58.5'-66' 8 2 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 8 3 R0113 4 6 13 ROWS 8
66.5'-78' 12 3 ROWS 1 0 12 13 ROWS 0 8 3 ROWS 4 12 4 ROWS 4 10 4 ROWS 8
UP TO 48' 8 2 ROWS 0 12 13 ROWS 0 6 3 ROWS 4 8 3 ROWS 4 6 3 ROWS 8
30'-43' 48.5'-60' 12 3 ROWS 0 12 Is ROWS 0 8 3 ROWS 4 12 4 ROWS 4 10 4 RODS 6
60.5'-66' 12 3 ROWS 0 12 13 ROWS 0 8 3 ROWS 4 12 4 ROWS 4 14 5 RODS 6
4:12 86.5'-78' 16 4 ROWS 0 18 14 ROWS 0 12 4 ROWS 4 16 5 RODS 4 14 5 RODS 6
UP TO 48' 12 3 ROWS 0 12 3 ROWS 0 e 3 R0118 4 12 4 ROWS 4 10 4 RODS 6
43.5'-48' 48'5' 56' 12 3 RM 0 18 4 ROWS 0 12 4 ROWS 4 12 4 ROWS 4 10 4 ROWS 6
56.5'-68' 12 3 ROWS 0 16 4 ROWS 0 12 ,4 ROWS 4 16 6 ROWS 4 14 5 RODS 6
68.5'-78' 16 4 ROWS 0 16 4 RODS 0 12 14 ROWS I 4 16 15 ROWS 1 4 1 14 5 ROWS i 6
TABLE NOTES
TO USE TABLE, FIND HOME SIZE (SINGLE, DOUBLE OR TRIPLE), THEN FIND ROOF PITCH, WIDTH AND LENGTH. FOLLOW ROW ACROSS TO DESIGN ROOF
LOAD THEN DESIGN HIND LOAD. READ 'TOTAL NUMBER OF C.P. SEISMIC PIERS, # OF ROWS h TIDOWNS REQUIRED. SEE PLAN, SHEETS F3 & F4, FOR
PLACEMENT OF C.P. SEISMIC PIERS AND TIEDOWN SPECIFICATIONS.
FOR EXAMPLE, FOR A 24'x7O' HOME WITH A 3:12 ROOF PITCH, DESIGN SNOW LOAD OF 30 PSF & 100 MPH, EXPOSURE C WIND LOAD, READ 12 C.P.
SEISMIC PIERS, PLACED IN 3 ROWS, WITH 0 C.P. ANCHOR PIER TIEDOWNS. LAYOUT SHOWN IN DOUBLE WIDE PLAN VIEW. SHEET F4
*FOR SINGLE WIDES, WHERE TIEDOWN COLUMN IS SPLIT AS SHOWN, INSTALL 2 EARTH ANCHOR TIEDOWNS AT EACH ENDWALL , TOTAL OF
ENDWALL TIEDOWS PER HOME IS INDICATED IN TABLE By 4,
i OF SLDEWALL TIEDOWNS
4� TOTAL r OF ENDWALL TIEDOWNS
HOME SIZES REFER TO NOMINAL SIZES THAT ARE COMMONLY MANUFACTURED. IF THE EXACT SIZE OF THE HOME IS NOT LISTED,
CHECK THE NEXT HIGHER OR LOWER SIZE AND USE THE ONE THAT REQUIRED MORE PIERS. oQROFESS/pay
THE TIEDOWNS SHALL BE LISTED & INSTALLATION INSTRUCTIONS SHALL BE ON SITE AT TIME OF INSPECTION. E M. Asa Fyn
Z. �+
THIS PLAN MAY BE USED WITH C.P. 3EI911IC PIERS UP TO THE 18 INCH PIER SIZE. THE MAXIMUM HEIGHT No. 60245 A
OF THE C.P. SEISMIC AND C.P. ANCHOR PIERS 19 23" MEASURED FROM THE BASE PLATE TO THE TOP PLATE.
CITY OF PALM DESERT
DEPARTMENT OF BUILDING&SAFETY
APPROVED: A.%Y s Date: 08/02/2 LOA
0OR
9T CNIL �Q
OF23
ISSUANCE.
BECOMES S HALL BEVOIDDON F N INSPECTION IS NOTRECORDED WITHIN NEAR (� Q F OF CALlf
OF ISSUANCE.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPROVED PLANS, �) y
THIS APONOF NY OF NOT RCONSTRUEDTOTE A AND ERMIT
FOR AANCES APPROVAL LAW ANY Signed LZ
VIOLATION OF ANY OF THE PROVISIONS OF STATE ANO CITY ORDINANCES OR LAWS.THIS SET ■i/_ r f jjII,,_
OF APPROVED PLANS MUST BE KEPT ON THE JOB UNTIL COMPLETED. • - LV
2LOENGINEERED FOUNDATION PLAN &10/02/2CK SOLID ENGINEERING, INC. SHEET F5
CENTRAL PIERS - SPA 30-5F of 6
MOBH23-0032 RETROFIT PERMANENT FOUNDATION
COACH I BEAM 3'X6'X1/4' PLATE
!F4
CH I BEAM 4 — 1/2' BOLTS i NUTS
3' X 3' PLATE4 — 3/8' 2.5' DAM.
BOLT WITH STANDARD STEEL PIPE
WASHER 6 NUT (SCHEDULE 40)
MAX 1 ONE CLAMP ' DIA10', 12', OR 18' LENGTH
N FOR THE 6 IN PIP TD PIPE ' FO 1 CLAMP-
7 FOR THE 10 IN PIP _ _fFO THE 1 3/16' PLATE CLAMP
1 FOR N PIP IGHTEN,TpLTS ts• FOR TtiE IB' PIPE W H / 6 l T$
80 IN-LBS a o
TUBE MUST EXTEND • (15 FT-LBS) TORQUE
3' MIN IN TO CLAMP 3LAM/16' PLATE p FLAT BAR
C
B PASE HEIGHT rt 7 INCH SMALL 3/4' THREADED RODai PIPE11.5 INCH REGULAR 3/16' PLATE LEGS ACH
TYP OF 2 24 INCH BY 24 INCH
STEEL INSERTL 5/8'x1.5' BOLT OR 3/4' P.T. PLYWOOD PAD T
PLASTIC INSERTL 5/8'x2.5' BOLT W L, ( Y ICAL)
WITH HARDENED WASHER C.P. ANCHOR PIER
1/4' PLATE TIEDOIIN FOR DOUBLE & 11/16'x 18' ANCHOR RODS, 4 EA
TRIPLE WMBB �N WHEN CONDITIONS REQUIRE,
TH A
REQUIRED) SEE TABLE 1/ DIAMPRE-DRIL1 BIT FOR ANICHOR RODS.
SEISMIC PIERIm Not to Scale
C.P. SEISMIC PIER#1 C.P. ANCHOR PIER NOT TO acAta
LISTING #CO3-0"-60F BY BSK DEPART CITVOMENT OF F BUILDINGNG&SAFELY
LMO LISTING #186.6 BY CTC
APPROVED: 4. Dale:
023
THIS APPROVAL BECOMES NULL&VOID IF Ah INSPECTION IS NOT RECORDED WITHIN I YEAR
OF ISSUANCE.ALL WORK SHALL BE DONE IN CCORDANCE WITH THE APPROVED PLANS.THIS APPROVAL SHALL NOT BE CONSTRUED BE A PERMIT FOR AN APPROVAL OF ANY 5/8'x3'
VIOLATION OF ANY OF THE PROVISIONS OF 5 ATE AND CITY ORDINANCES OR LAWS.THIS SET FLANGED PLASTIC _OF APPROVED PLANS MUST BE KEPT ON THE BUNTILCOMPLETED.
2 — 3/8' x 1' BOLTS ANCHOR INSERTS
FIELD DRILL HOLES
OPTION OF COACH C HOLES FOR ctv
4—#14 SELF TAP SCREWS OR J BEAM 1/2'x2-1/2' C.B.
3' x 3'
1/4`x2'x4' PLATE T%0Ff SSI
ANGLE 3' WIDE SPACER AS �PtE . "�F I \\X. 4�
NEEDED FOR ,l 1 ��y j •�' I v
I 5/8'x3'
4 — 3/8'BOLTS SEISMIC ND 6 245 � i i FLANGED PLASTIC
* ANCHOR INSERTS
PIER 3.5'
sf * —24� 4x4-4x4 WWF 4
ql CIV I �p 1,
FOF CA 1FO�N PLYWOOD PAD PRECAST C.P. PRO PAD
TYP BEAM CONNECTION Signed: -. Z,,
Not to Scale FOUNDATION PADS
H C D_1, Not to scale
D ENGINEERED FOUNDATION PLAN &,10/02/2
OCK SOLID ENGINEERING, INC. SHEET F6
CENTRAL PIERS — SPA 30-5F of e