HomeMy WebLinkAboutPermit File BLD-2021-0313 2711 Oakes Avenue (8)CO
* SOIL BEARII
* TIE DOWN S
* SEISMIC ZOI
TIE DOWNS"
ASTM D-395
* EARTH AUG
* CROSS DRI1
1. THE CHAT
ENDS OF
2. COMBINP
3. FOR ALL'
ARE SHO
4. SIDE TIE I
DOWNSP
5. END TIE
6. THE.SIZE
LARGER,
BE USED
7. ALL PART
PCM Inc
FOg CODED, DOWNS
Y �ror ENGINARED.TIE DOWN SYSTEM
E,NERAL NOTES
tE NC") CAC T, 25 ana COMPLIES TH
IH Exp_C
IC Ss---jAFa=1.4 Sas1.41 Site CIs88 D
THICKNESS ZINC PLATED AND, MEET
9" THICK ZINC PLATED_ F'uit' =54 9 LBS
TED TO 4750# MIN.)
*ED TO 4760# MIN.)
:ULATED)
S SHOW THE REQUIRED NUMBERI'OF TIE DOWNS ON THE SIDES AND
E MANUFACTURED HOME,
ONS OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED.
DOWN INSTALLATIONS, THE MANUFACTURED HOME CHASSIS MEMBERS
V AS "I" BEAMS, (FOR ILLUSTRATION PURPOSE ONLY) CHASSIS BEAMS
INNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS. END TIE
REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF*HE
JRED HOME.
WNS CAN BE LOCATED WITHIN 19OF EITHER SIDE OF CHARP'^ BEAM
a�yeF,w �'� N (q"t�amnEoouwwvm+►Toar
r I�T EACNEID OFTBFJ�M)
18'WN.
TYPES, LENGTHS, ECT, OF MATERIALS SHOWN HERERE—ON�w MINIMUM,
)LAGER, HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES, INC. MAY
T THE SAME SPACING AND LOCATJON SHOWN.
ARE COATED WITH RUST RESISTA, NT INDUSTRIAL SHOP PRIMFP
PGM Inc
21822 ATE APPROVAL t Cent al a'a WA 98532
888-265-8981
CITY OF ANACORTE S _
PL NNING AND BUILDING,,: DEPT CA
APPROVED PLANS
REVIEWED FOR CODE COMPLIANCE
PE MIT#: BLD-2021-0312
AUPRESS: 2707 OAI ES AVE _
APPROVED BY:
SUBJECT TO FIELD INSPECTION. APPROVED PL; S SHALL NOT
BE ALTERED WITHOUT AUTHORIZA ,; ON.
PACIFIC CONSULTING ENGINEERS
2150 BELL AVE. SUITE 10
SACRAMENTO, CA: 95838
Ph: (916)-664-8028
fro FiELn
T-------15 PSF (70 MPH EXPOS
2018.IBC Vult =1151
---------1000 PSF
AP 3150WORDING LOAD
*---- 4 CAC T 25 AND 20%
1PS TO BE MIN.1 1/4.' WIDE x OX
.,ALT. STRAP; 1 1/4" WIDE 0.
2962 # (ri
t 2962 # (TE
46 ANCHORS 2962.# (CA
ENGINEERS APPROVAL
OR
I UT
AZ
I
1.
2.
3.
4.
5. ATT
6. IF A
7
17000 7' STEEL
STRAP W/ BUCKLE
116005 SPLIT
BOLT & NUT
#6000 SERIES
EARTH AUGER
INST: &L LA N INSTRUCTIONS
TION
TRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES,
NLL GROUND ANCHORS INTO GROUND LEAVING 12'�-14" OF SHAFT EXPOSED.
;E STABILIZER PLATE NEXT TO SHAFT BETWEEN THE ANCHOR ANDICHASSIS BEAM, AND DRIVE INTO GROUND,
H TURNING ANCHOR INTO GROUND APPLYING CONSTANT DOWNV�ARD PRESSURE TO MINIMIZE SOIL
JRBANCE UNTIL ANCHOR HEAD . IS FLUSH WITH STABILIZER PLATE.
CH STRAPS TO CHASSIS BEAM INhMANNER SHOWN.
GLE OF SIDE STRAP IS GREATER THAN 600, STRAP CONNECTION C� N BE MADE FROM ANCHOR TO OPPOSITE
0S BEAM.
IT STRAP THROUGH SPLIT BOLT. I CUT OFF EXCESS STRAP AND TIGHTEN BOLT UNTIL STRAP IS SNUG.
END TIE DOWNS END TIE DOWNS
END TIE DOWNS
SEE CHART SEE CHART SEE CHART
<
0
w
Ld
z
0
3:
z
L"
Ll
SINGLE WIDE
0
LaEn
0
z
0
w
�r �r
DOUBLE WIDE
U)
L AJ
z
0
w
TRIPLE WIDE
SAC IND. STABIL-X DRIVE TIE DOWN ANCHORS
#7000 or 7002
7' STEEL STRAP
#600..'i SPLIT
BOLT' & NUT
#6013 STABIL "X"
ORNE A CHOR
GROUND LINE —�
DETAIL "A"
INST
CHASSIS
114002 PIER
BOLT -ON TOP
i
17002
7' STEEL
STRAP w/
HOLE
d
60
G L�
#7000 7' STEEL
STRAP w/ BUCKLE
#6005 SPLIT
i ]
BOLT & NUT,,, M,,ySyt
.c r-
ry
,!y
7.
14171
"01VAL E�C'
—to
VERTICAL OR ANGuLm INSTALLATION IS OPTIONAL.
STABIL-X DRIVE TIE DOWN
SEE DETAIL "A"
TION INSTRUCTIONS
1. CONTRACTORS WARNING: CHECK FIRST ;FOR UNDERGROUND UTILITIES.
2. DRIVE''STABILIZER PLATE INTO GROUND.;.
3. DRIVE CROSS RODS THROUGH HEAD TUBES INTO SOIL AS SHOWN.
4. ATTAC i STRAPS TO CHASSIS BEAM IN MANNER SHOWN.
5. IF ANG E OF SIDE STRAP IS GREATER THEN 60°, STRAP CONNECTION CAN BE
MADE ROM ANCHOR TO OPPOSITE CHASSIS BEAM.
6. INSER I STRAP THROUGH SPLIT BOLT. Ct!1T OFF EXCESS STRAP AND TIGHTEN
BOLT ONTIL STRAP IS SNUG.
7. #6002 NCHOR CAN BE USED WHERE HARD OR ROCKY SOIL OCCURS. IF THE
GROUND SURFACE IS OTHER THAN ROCKY SOIL OR MINIMUM 2" ASPHALT; USE
STABI ! X ANCHOR OR ENCASE ANCHOR WITH 12'k12x12" CUBE OF CONCRETE.
8. WHEN '#6002 ANCHOR IS USED FOR ANY REQUIRED ANCHOR - (2) ANCHORS
MUST OE USED AT THAT LOCATION.
SEE NOTE #7
AND NOTE #8
j
EARTH AUGERS
'CROSS DRIVE ANCHORS
CONCRETE SLAB ANCHORS
LENGTH OF
3&
1
72'
m LENGTHD F
38'
W'
72'
36'
S4'
72'
'
M
HOAR
HOME
MIN,
NO.cr
2
3
4
MIN:. NO. OF SIDE
2
3
4
" .O.ODE
2
3
4.
EOOYVNS
TIE DOWNS
TiEDOWN8
NO 1 E:
SIDE TIE —DOWNS: MUST BE WITHIN 24" O.F THE END OF THE CHASSIS BEAM.
END E—DOWNS: CAN BE LOCATED WITHIN 24" OF EITHER SIDE OF CHASSIS BEAM ONE TIE —DOWN IS
MANDATORY AT EACH END OF "I"BEAM (SEE PAGE #1 GENERAL NOTE #5).
IF SIPE WALL, TIE —DOWN GROUND ANCHOR LOCATION IS SUCH THAT THE ANGLE BETWEEN THE GROUND AND
STRAP EXCEEDS 60', CONNECT THE TIE STRAP TO THE INSIDE CHASSIS BEAM ON DOUBLE AND TRIPLE WIDES
AND ITHE OPPOSITE CHASSIS BEAM ON SINGLE WIDES.
SAC IND. CONCRETE TIE DOWN ANCHORS
#7000
#4002
1.
2.
3.
4.
1.
2.
0
:VV I iVINA. mC 1 C - woUU4
PLACE:CONCRETE ANCHOR INTO; WET CONCRETE, AND ALLOW TO PROPERLY CURE.
ALTERNATE CONNECTION REQUIRES #5 REBAR PROPERLY EMBEDDED IN CONCRETE
;SISTING CONCRETE - #6003
CONCRETE MUST BE A MINIMUM UP THICK AND IN GOOD CONDITION. ;
MINIMUM SLAB AREA OF EACH ANCHOR IS 28 SQUARE FEET.
DRILL PROPER SIZE HOLE IN SLAB, A MINIMUM OF 12" FROM ANY SIDE.
EXPANSION BOLT IS V" x 3Yz' WITH MINIMUM 23V EMBEDMENT AND 6,180
POUNDS PULL OUT, 7,160 POUNDS SHEAR.
IASSIS CONNECTION
ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN.
IF ANGLE OF SIDE STRAP IS GREATER THAN 60°, STRAP CONNECTION
BAN BE MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM.
INSERT STRAP THROUGH SPLIT BOLT, CUT OFF EXCESS STRAP AND TIGHTEN
30LT UNTIL STRAP IS SNUG.
ITE: SIDE TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS.
D TIE DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION
THE MANUFACTURED HOME.
ITE: A COMBINATION OF DIFFERENT TYPES OF TIE DOWNS CAN BE USED.
DRILL %s" HOLE AT MID HEIGHT
OF BEAM AND INSTALL
%2" A307 BOLT
(TYPICAL)
—AF11
IDE VIEW SIDE VIEW
AM CHASSIS "RFC" BEAM CHASE
7000 7' STEEL
TRAP W/ BUCKLE
#6003
ALTERNATE
CONNECTION
�r
14176
`P�Gtsi1 A
TONAL E�
// \\ h A
SIDE VIEW END VIEIN
END TIE DOWN
DOTES END TIE DOWN CAN BE
LOCATED WITHIN 18" OF EITHER
SIDE OF CHASSI BEAM AXIS.
I CERTIIY THAT I HAVE INSTALLED THE SAC IND., INC. ANCHORING SYSTEM: AS PER THE INSTALLATION
INSTRUCTIONS. I HAVE MADE NO MODIFICATIONS TO THE ANCHORING SYSTEM OR THE BUILDING
NAME: CONTRACTORS LIC. ##
— — — — — — — — — INV
Ph. 951-674-4011 • Fax 951-674-5720
lip
www.Sed sedcoplerQverl on.net
coPlencom z
C 0 D 33320 Mission -trail - Wildomar, CA 92595
L
R
-93 n. .01-ji'0
I..090
. .2 1 FIELD
.1 .
.201
.226:
5.080
Off' 100% premium MADE
��
GradeComposites *USAF
in 4W
Max Prerl.oads PSG
Soil Capacity (p-sf Design Load (lb)
1600 266.7
300Q 53331*
Can belise.d with concrete blacks or steel piers
Secure metal piers to pad with
,w/ 4. 414 x 1-1/2" screws
or4-#10x 1 - 1 /2" Screws
Label Molded In Pad
1) Model #BP161,6
2) Smooth Side Down
3) Installer responsible for determining
soil bearing loads and capacities
4) Manufactured by Sedco Pier Inc.
5) 1 ;, U Listing #1355
.....................
www.s.edcopler.com ® 951.674.4011
mambo—
L
--
4-4011 *.Fax 951-674-
oPlec.com - sedcopic
slon Trail - Wildorriar,
Can he usedift concrete,blecks orsteelptafs
Label Molded in Pad
1) Model # B.P2424
2) Smooth Side DoWn
3) Installer responsible for determining
soil bearing foods and capacities
4) Maq*clured by Sedco Pier Inc.
0% 100% Premium M Apa 6) Ow Listing 913.55
A 0 A * Grade Composites C"I
TMV
www.sedcoplar.com ® 951 .674.4011
7.
7I 1
ij.tr Pitt. 951-674-4011 • Fax 951'=674-5720
www.se4cl6pier.com • sedcopler@verizonmet
33320 Mission Trail • Wildomar, CA 92595
W
Cie
01.
RI
FIELD
1€10% Premium = m�:-;
Grade Corripas3 _ *USA*
Label Molded In Pad
1) Model # 13P,18118
2) Smooth Sine Down
3) Installer responsible for determining
soil bearing loads and capacities
4) Manufactuied by Sedco Pier Inc.
5) °i . ! Listing #1355