HomeMy WebLinkAboutMOBH23-0032 SPA 30-5F 2024.pdf 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 WWWACfURED HOSAMOM,R HOW
-%E M, � �`y FOUNDATION SYSTEM(
HEALTH AND SAFETY CODE,SECn10N ISfl1
APPROVED
NO.60245
.� CIVI APPROVAL DOES NOT AUTHORIZE OR APPROVE ANY
OF CA if OMISSIONS OR DEVIATION FROM REQUIREMENTS OR
APPLICABLE STATE LAWS AND REGULATIONS
Seta ofCallfosma
Signed: q-20.ZZ D•pwft••t of Hosing.m Cmaiwaty Davalapnast
OF COD
BY— 4ES AND STANDARDS
UATB
SPA NO��
S w)
This Plan Approval 8+pws
REV. DATE BY COMMENTS
YW
0 YW
0 YW
110/02/201 YIP I UPDATE TO 2019 CBC/CRC
aO CK SOLID ENGINEERING, INC. ENGINEERED FOUNDATION PLAN SHEET
CENTRAL PIERS — SPA 30-5F Fl of 6
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
C.R.C./C.H.C. THESE PLANS MEET THE INTENT OF 2019 REAM. SEE PLAN VIEWS, SHEETS F3 AND F4.
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,
• — — V= 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 a 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 HE 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
e. THIS FOUNDATION SYSTEM IS DESIGNED TO BE CONSTRUCTED ON A BUILDING OFFICIAL. ANY DISCREPENCIES SHOULD HE 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 HE INSPECTED TO 0
7. THE SIZE, TYPE dt LOCATION OF STANDARD VERTICAL SUPPORT PIERS y,0
ENSURE THAT PROPER SOIL CONDITIONS AND tE M
@,
DRAINAGE PATTERNS HAVE BEEN ESTABLISHED tiQ��
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 INSTALLATION TION MANUAL. No.60245
FOUNDATION PAD NOTES:
1, TWO FOUNDATION PADS ARE AVAILABLE FOR USE WITH THIS SYSTEM. d+
THE CUSTOMER MAY CHOOSE ONE OF THE PADS FOR THEIR HOME. �9 CIVIL
SEE SHEET F8, FOUNDATION PADS. H L: D OF CAL1Fo��\P
2. FOUNDATION PADS SHALL BE PLACED ON FIRM, LEVEL
UNDISTURBED SOIL (SEE GEN. NOTE 2) � 21{f 7.Lf Signed: ' I-
aD CK SOLID ENGINEERING, INC. ENGINEERED FOUNDATION PLAN &10/02/20
O CENTRAL PIERS - SPA 30-5F SHEET
F2 OF 8
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
Q EXISTING � � EXISTING � � EXISTING
CHASSIS HEAM�., CHASSIS BEAN, CHASSIS BEAN,
U a � ♦ � lye ICI lyl � lU PAD MUSTQRIFNTATION
PAD I I JJ ��I JJ L TI J ��I JJ �I J PLACED AS BSHOWN
va WITH BOLT HOLES
PERPENDICULAR
CHASSIS BEAMTO
I I I I I
41 Ep [P 1p T 1p PLACE C.P. SEISMIC 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 PIER
I I I I I I
co
WHEN T=
ARE
CC' IJ LTJ L T I LT J LJ QUIRM:PLACE C.P.
I I I I ANCHOR PIER ON
QROFESsj OUTER C BE OF S AM
IN PLACE OF SEISMIC
�.�'(f.M. �� PIER.
sx�O 3 PER TABLE,
0.60245 �, ('�"� r-(—� (Ult. ty-2540 Lnt
9170 Upl Uplift)
CIVILm m HOME E OF
f'rFOF CALIfP -
0'-48' H C D _
Signed: -lo"tZ P LAN
Not to Scale F* I0/w/
TRIPLE WIDE HOME
CK SOLID ENGINEERING, INC.
ILO
ENGINEERED FOUNDATION PLAN &10/02/20
SHEET F3
CENTRAL PIERS - SPA 30-5F of 6
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.
TYPE, SIZE & LOCATION MUST BE N
INSTALLED AS SPECIFIED IN HOME'S �4
INSTALLATION MANUAL
a51 D a PAD ORiI�NI'1TION
EXISTING - II I EXISTING M�II PAD MUST BE EXISTING 11II
PADAD.�R IITdTIQtt VCHASSIS BEAMS`1 VCHASSIS BEAMS^ PLACED AS SHOWN VCWSIS BEAMS`
PAD MUST BE WITH BOLT HOLEII
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 � 4 4 r/3 co
PLACE C.P. SEISMIC PIERS
IN ROWS OF 4 I I I I I I
PER PIERS PER SHEET F5
/ OF ROWS PER TABLE
EACH REPLACE SEISMIC STANDARD PIER I I I I
4 4 4 4 4 4
� U
I I I I a.
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 PEREP E, FOUNDATION PAD
PROFESS/ ,y PIER. y TIEDO11N3 PER
�ZE M. Iy '��,. TABLE, SHEET Fti 4 4 per,�, 4 Q
2`y Ult. Capacity-2840 Lat
�,� � c k 3170 Uplift) EACH REPLACE
PIER
�A—,, 1y � MAYY R REPLACE 1
NO.60245 STANDARD PIER
*� OUTLINE
OUTLINE
CIVIL -�p OF OF HOME
OF CAIIf���
Signed: PLAN Not to Scale PLAN
H C D Not to Scale
DOUBLE WIDE HOME SINGLE WIDE HOME
CK SOLID ENGINEERING, INC.
D ENGINEERED FOUNDATION PLAN ®10/02/2
O SHEET F4
CENTRAL PIERS - SPA 30-5F OF 6
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 p or 0 or Or 0 or + or or
O ROWS T� O ) = SEISMIC Tic SmItIC 0 or TIE 9Q0 L 4 Tm
ROOF PITCH WIDTH LENGTH 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 ,k-�4i
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 8 13 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 3 ROWS 8
66.5'-78' 12 3 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 12 14 ROWS 4 10 4 ROWS 8
UP TO 48' 8 2 ROWS 0 12 3 ROWS 0 6 3 ROWS 4 8 3 ROWS 4 8 Is ROWS 6
30'-43' 48.5'-60' 12 3 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 12 4 ROWS 4 10 4 RODS 6
60.5'-66' 12 3 ROWS 0 12 3 ROWS 0 8 3 ROWS 4 12 4 ROWS 4 14 5 RODS 6
4:12 86.5'-78' 16 4 ROWS 0 16 4 ROWS 0 12 14 ROWS 4 16 5 RODS 4 14 5 RODS 6
UP TO 48' 12 3 R01/S 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' 18 4 ROWS 0 16 4—ROWS, 0 12 4 ROWS 4 16 5 ROWS 4 14 5 ROWS 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. 3EI91RC PIERS UP TO THE 18 INCH PIER SIZE. THE MAXIMUM HEIGHT No 602 A
OF THE C.P. SEISMIC AND C.P. ANCHOR PIERS 19 23" MEASURED FROM THE BASE PLATE TO THE TOP PLATE. . 45
s
CIVIL
H C b �9rfOF CAL%fOQ�\P
�Jrp mfLg1zy Signed: u-LL
2
CK SOLID ENGINEERING, INC.
LO
ENGINEERED FOUNDATION PLAN &10/02/2 SHEET F5
CENTRAL PIERS - SPA 30-5F of 6
COACH I BEAM COACH I BEAR ' 3'X6'X1/4' PLATE
4 - 1/2' BOLTS i NUTS
3' X 3' PLATE 4 - 3/8' 2.5' DIAM.
/"BOLT WITH STANDARD STEEL PIPE
WASHER 6 NUT (SCHEDULE 40)
Ma HT ABOVE CLAMP 2' DIA 10', 12', OR 18' LENGTH
N FOR THE 6 IN PI F> STD PIPE �. FOR 10' PIPE 2
C
7 IN FOR THE 10 IN PI l 4 — 3/8' BOLTS is tlE 11e• PIPE a W 1 H OUR 1/ LAMP L Nt Tom`
1 N FOR THE1 IN PIPE TIGHTEN TO --
180 IN-LBS iu o
TUBE MUST EXTEND • (15 FT-LBS) TORQUE
3' MIN IN TO CLAMP 3/16' PLATE LL FLAT BAR
BASE HEIGHT CLAMP
7 INCH SMALL 3/4' THREADED ROD ko �l
11.5 INCH REGULAR 3/16' PLATE LEGS
TYP OF 2 24 INCH BY 24 INCH
STEEL INSERT, 5/8'x1,5' BOLT OR 3/4' P.T. PLYWOOD PAD
PLASTIC INSERTi 5/8'x2.5' BOLT W . < Y CAL)
WITH HARDENED WASHER C.P. ANCHOR PIER
1/4' PLATE T[EDOWN FOR DOUBLE & 11/16'x IS' ANCHOR RODS. 4 EA
TRMLZ WMBB (wm WHEN CONDITIONS REQUIRE,
REQUIRED) SEE TABLE 12PRE-DRILL
IAM. BIT OFOR ANITH A
CHOR RODS.
SEISMIC PIERT"" Not to scale
C.P. SEISMIC PIER#1 C.P. ANCHOR PIER NOT TO WAta
LISTING #CO3-044-60F BY BSK LISTING #186.6 BY CTC
5/8'x3'
FLANGED PLASTIC
2 — 3/8' x 1' BOLTS ANCHOR INSERTS
FIELD DRILL HOLES
OPTION OF COACH C HOLES FOR rlv
4—#14 SELF TAP SCREWS OR J BEAM 1/2'x2-1/2' C.B. —
3' x 3' �
1/4'x2'x4' PLATE PROF SSA
ANGLE 3' WIDE SPACER AS ���� y���! . 13�
-NEEDED FOR
�C F� �•�' I v 4'
J—BEAM '�1 �i I 5/8'x3'
FLANGED PLASTIC
4 - 3/8'BOLTS SEISMIC No,6 245 I ANCHOR INSERTS
PIER * "
3.5'
J'J * 4' 4x4-4x4 WWF 4 1
ql ,CIVI _- �P 1,
FOF CA 1FO�N PLYWOOD PADI 1PRECAST C.P. PRO PAD
TYP BEAM CONNECTION Signed: z
Not to Scale _ FOUNDATION PADS
H C D� Not to scale
CK SOLID ENGINEERING, INC.
LO
ENGINEERED FOUNDATION PLAN &,10/02/2 SHEET F6
CENTRAL PIERS - SPA 30-5F of e