1635 W PARK TER FOUNDATION PLANS 0
MATERIAL LOAD CAPACITY 0
A
4021 Commercial Bracket 80 kips ultimate
2 7/8" Push Pier 70 kips ultimate
A-1 THRU A-4 2-7/8"0 HELICAL PILE W/ MARTINEZ&AssocIATES
STRUCTURAL ENGINEERS,P.A.
STANDARD FOUNDATION BRACKET 4061 Fold-Up Slab Bracket 20 kips capacity PHONE 843 839 1620
84383916
4065 Beam Bracket 10 kips
B-1 THRU B-3 2-7/8"0 HELICAL PILE W/
STANDARD FOUNDATION BRACKET
R#!�Cr
4550 2.375 2 3/8'' Wall Tie-Back 42 kips capacity
C-1 THRU C-8 2-7/8"0 HELICAL P LE AP 2 8 2016
W/ STANDARD SLAB BRACKET
LL 2 3/8'' Helical Piers 3000 ft-lbs max torque Z
JTT
w
30 kips max capacity C)
Pw
U)
SINGLE STORY RESIDENTIAL
12 kips normal use _j W
0-
BRICK
0 RA.MJACK 42 kips tension X Z
-1 - w
SLAB
0
APPROX. 30-40 YEARS OLD BRUCE SHELDON 2 7/8" Helical Piers 5500 ft-lbs max torque
J
1635 PARK TERRACE W.
W
80 kips max capacity
ATLANTIC BEACH, FL. 32233
32*--W 22'-0"
-------------------------------- 30 kips normal use
64 kips tension
+
"B-1
o 0
B-2
Al
tip h Z
TV
--------------------------------------- THE INSTALLATION AND DESIGN METHOD UTILIZED TO ZA
B-14
I F
IMPLEMENT THESE PIERS ARE IN ACCORDANCE WITH
NO�
0 THE 2014 FLORIDA BUILDING CODE SECTION 107.1
SCREEN PORCH 61133 5.
0 Id
AND SECTION 107.3.5.
C 1 C-8
ST IE-kF
PIER PLACEMENT DIMENSIONS MAY BE ADJUSTED
0 10
UP TO 20%
C 2 C-7
v rA/C]
FURTHER PIER IMPLEMENTATION MAY BE REQUIRED. fill%,
40 10
- J r-------7_71 1
PIERS IMPLEMENTED NOT INTENDED TO PROVIDE JOB NUMBER:
16-307
C-3 C+6
0 00 ANCHORAGE FOR UPLIFT. PIERS IMPLEMENTED TO OWNER:
to 40 LEVEL FLOOR ONLY.
DRAWN BY:
PIERS IMPLEMENTED NOT INTENDED TO SUPPORT S.MARTINEZ
-——————— OVERHANGING BRICK VENEER.
CHECKED BY:
GARAGE
S.MARTINEZ
REV[SION-DATE:
#1-3/25/16
-4
0 10
Saul J. Martinez
to
P.E. 61133
DRAWING DESCRIPTION:
OL 06 :'1 ------- .'d�.j"Qfto' ,4
1-*1 PIER PLACEMENT PLAN
A-1T___'rA-2 3 Apr 18 2016 1:45 PM
DRAWINGSCALE:
1/4"=1 1�011
RENT DRAWING ISSUE:
2W-Cr 22'-0" REVIEWED FOR CODE COMPLIANCE -C'O'NSTRUCTION SET-AS BUILT
Z CITY OF ATLANTIC BEACH
_X
SEE PERMITS FOR ADDITIONAL
"',el REOUIREME
0 NTS ANONCOND111TIONS
FILE k4 kX100- S1 ,60
MARCH 30,2016
13y.
REVIEWED TE: q,2 qll_�
9 1/4"
2 7
/8"0 HELICAL F11ILES AND ANCHORS THREADED CONNECTION
121
�D
VICV1
"D11 CUSTOM 4140 IfBll CUSTOM 4140
;a 13/1 "0 DRIVE TY
v'Bfl_\ —\A —\A 6
THREADED PIN THREADED BOX PIN HOLE MARTINEZ AssocIATES
STRUCTURAL ENGINEERS,P.A.
PHONE 84S 839 1620
FAX 843839 1 623
1107 48THAVENUE NORTH.310-C
a ---- ---- MYRTLE BEACH,SC
fa F 1'-2 114"
0 — ———— ——— 13
TOP VIEW
3" PF CH
(TYP.)
"Al? "All "All z U
Fo w Z
F 1A
I IF
to uj
X L EAD SECTION HELIX EXTENSION EXTENSION
co
uj
LEAD SECTION TABLE HELIX EXTENSIONS STRENGTH RATING o-
w
licly
CAT. # "All 111311 "DIF CAT# "All "B" 0
> MAX. TORQUE STRENGTH - 8,000 FT-LB
R 4385.12 5'-0 12vl FRONT VIEW 0
4368 5-0 101, 1211 ULTIMATE CAPACITY(TENS/COMP) -72 KIP _j
4370 7'-0 1 Oil 1211 4387.12 7'-0 12" <
ALLOWABLE CAPACITY(TENS/COMP)-36 KIP** _-)
r_ 4385.14 5-0 1411 mm 2 (n
m 4367 7'-0 1411 16vl Em
-ft 1011 4387.14 7'-0 14"
4062 51-0 81' BASED ON A TORQUE FACTOR (Kt) = 9
4050 7'-0 1211 1411 VV/SAFETY FACTOR OF 2 BEING APPLIED
1011
4371 7'-0 121f 141?
EXTENSIONS `RECOGNIZED BY ICC-ES IN ESR-1854
6-0 8" 10" 12rf SIDE VIEW
7"�4 fAte.
CAT# "All
101-0 6" 811
I I
4385 51-0 1%es,
MULTI-HELIX ARE SPACED 3 DIAMETERS 4387 7'-0 IN 0
0 OF THE LOWER HELIX. 4422 io,-o
61133
49 NOT E-S
2 7/s"0.D.
1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING PER ICC-ES AC 228 OR HOT-DIPPED PILING S" E
GALVANIZATION.
2. LEADAND EXTENSION SECTION AND PILOT POINT LENGTHSARE NOMINAL. PILOT POINTSARE
311.
3. SHAFT MATERIAL IS 2%"0, 0.217"WALL, MINIMUM Fy=65 KSI AND Fu=80 KSI.
4. HELIX BLADE MATERIAL IS HOT ROLLED, MINIMUM Fy=50 KS1 AND Fu=80 KSI CARBON STEEL.
JOB NUM13ER:
THICKNESSES. t>j
2 16-331
PLATE THICKNESS IS AVAILABLE IN %"ANDY
5. CONNECTORS ARE 2%"0, CUSTOM 4140 INTERNAL THREADED COUPLINGS OWNER:
6. NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE DIAMETER OF THE LOWER CONNECTION DETAIL
HELIX. DRAWN BY:
S.MARTINEZ
7. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL
AND ASSURANCE FORALL MATERIALS AND MANUFACTURING PROCESSES.
8. MANUFACTURER SHALL BE ISO CERTIFIED, TYP* CIEIKED BY:
S.MARTINEZ
9. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THEAWS CODE INSTALLATION
REVISION-DATE:
D1.1.
10. RECOGNIZED BY ICC-ES IN ESR-1854. THE REPORTED ALLOWABLE CAPACITIES MAY VARY
BASED ON THE SOIL CONDITIONAND PILE APPLIC8�TION AS DESCRIBED IN ESR-1854.
F M fm
DRAWING DESCRIPTION:
PRODUCTSPECS
DRAWING SCALE:
CURR NT DRAWING ISSUE:
CONSTRUCTION SET-AS BUILT
BOLTING OF BRACKETS IS NOT REQUIRED S2 ,00
APRIL 7,2016
2 7/8110 H �LICAL PILES AND ANCHORS
----------------
0
MIN Fy 65 KSI 1 0 0
RAkMk
ACK
STEEL PIPE _,j
!2 %W�Ll-
FOUNDATION SQ�-UTI10NS AA
TYR) MARTINEZ&AssocIATES
STRUCTURAL ENGINEERS,P.A.
PHONE 843 839 1620
R'X 843 8��!?1623
1107 48TH A",HNUE NORTH.310-C
M
YRTLE BEACH,SO
FLOOR BEA M B R'A(;`3%`E T
11CII
CUSTOM 4140 1 —1 #4065.2875(2 7/8"shaft)
A
1A
MACHINED THREADED "Aft #4065-35(3 1/2"shaft)
INTERNAL COUPLING #-4065.45(4 1/2"shaft) <
W
Z
-W Primary Applications Lli 2:
Ram iocks unique �coi L,��,arp bracket -1 1 ins'MOed on lop of a
cai LLI
el
4coi pier extending above the Foor slab oDst�lnt cc!�,ul -1 SuDL
D'Or! Ld C)
MIN Fy 50 KSI
SaggIng Overloaded or under dlesigned floor bearns. U
T
0 STEEL PLATE (n
3" PITCH Features,Benefits Uj
Can,be custOm bUilt 10 fit-Onnost every,sized filoor bean
(TYP.) "B" "B" Designed to fit on'top or'a 2 7,18',3.112"or 4'1!2'dia.shafts
cc 0� Z
depending ort re-Lwed�oads Lij
Heliclif Pier Shaft exter-ding Above the fioor slab will have to be CL 0
si4ed an('designed&,,art unbraced column 0
THE TYPICAL SPACING -Adjustments cari easily be made with a hydraulic bottle jack
FOR HELIX PLATES IS 3 - Four (4) 1' diarreler Q11-thread balts are used for ease of U W
<
adiustment and stability
TIME THE DIAMETER OF L
ag screws can be used to attach bracket to bearj,,
Nowelding required'Ior inslallation M
THE LOWER HELIX. <
Thermo0astic co-poiymer Powdei coated
SINGLE HELIX DOUBLE HELIX
Materials!Parts
LEAD SECTION LEAD SECTION - steel piaes-minimum,F.,of 36 is,
,Bracket sleeve-Minimum F,of 65 ksi
-Four(411'diameter all-l"read bolts with nuts(ASTPO-1931
Ll
Shipping/Ordering IF, I
'k, I
V1,
•Shipping weight is approx.40 lbs
�Wkl ;
0 -24 brae-k-at�per paliet order �Zi \
•Standard Production Item F/
-9 - Please allow 10 business days
0 TYPICAL ANCHOR before shi,Dpinq 47
NO.
61133
ASSEMBLY Additional Pier Assembly Items ow
Lead sect�on with helixes to
4W
Specified diameter pier extensions(Ref,page 421
IF
ST
1. POLYETHYLENE COPOLYMER THERMOPLASTIC COATING F ER ICC-ES AC 228. C"ra
2. REFERENCE EXTENSION AND LEAD SECTION TABLES FOR TYPICL LENGTHS AND HELIX COMBINATIONS.
-4: 3. SHAFT MATERIAL IS 2 7/8" DIAMETER, 0.217"WALL THICKNESS AND MINIMUM Fy 65 KSI PIPE.
X
VN�W,rarl -k,('Om (883)332-9909
4. HELIX MATERIAL IS MINIMUM 50 KSI CARBON STEEL. PLATE THICKNESS AVALIBLE IN 0.375"AND 0.5".
5. CONNECTORS ARE 4140 CUSTOM MACHINED THREADED It'
No NONE==
JOB NUMBER'
JTERNAL COUPLERS. BOTH MALE AND FEMALE COUPLERS Page 23
ARE SHOP WELDED IN PLACE. 16-307
6. NOMINAL SPACING BETWEEN HELICAL PLATES IS OWNER:
THREE T MES THE DIAMETER OF THE LOWER HELIX.
7. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGN19"-'ED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND
Tj
0
R MANUFACTURING PROCESSES.
-4 DRAWN BY:
4 8. ALL WELDING IS TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE AWS CODE D1.1. S.MARTINEZ
9� SEE ICC-ES EVALUATION REPORT PFC-5996AND RAM JACK ENGINEERING HANDBOOK FORALLOWABLE VALUESAND/OR
CONDITIONS OF USE CONCERNING MATERIAL PRESENTED IN THIS DOCUMENT.
CHECKED BY.
Saul J. Martinez S.MARTINEZ
t. j REVISION DATE:
STRENGTH RATING 2!1-/,�,...
TYPICAL HELICAL X P.E. 61133
EXTENTION
Apr 18 2016 1:46 PM
MAX.TORQUE STRENGTH- 7,000 FT-LB
ULTIMATE CAPACITY(TENS/COMP)-63.0 KIP- DRAWING DESCRIPTION:
PRODUCTSPECS
ALLOWABLE CAPACITY(TENS/COMP)-31.5 KIP-- EXTENSIONS
DRAWING SCALE:
BASED ON A TORQUE FACTOR(Kt)=9 CAT# "A" ICC-ES
W1 SAFETY FACTOR OF 2 BEING APPLIED 4382 2'-0 X CURRENT[DRAWING ISSUE:
- CONSTRUCTION SET-AS BUILT
--�383 3'-6 —X
CAPACITIES ASSUME PILES ARE FULLY BRACED WITH
NO ECCENTRICTY 4385 5-0 X
4387 T-0 X
FILE CO S3 ,00
MARCH 30,2016