373 7th St 2013 underpinning DESIGN SPECIFICATIONS: LLJ
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DESIGN CODE: 2010 FLORIDA BUILDING CODE <
OCCUPANCY: RESIDENTIAL GROUP R-3 (ONE AND TWO-FAMILY DWELLINGS) J z = W ` W
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CONSTRUCTION: TYPE V = z z
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BASIC WIND SPEED: 128 MPH
RISK CATEGORY: 11 ~ o W
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WIND EXPOSURE: B �
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DESIGN LIVE LOADS:
ROOF: 20 PSF
FLOORS: 40 PSF zy
N LOADS:
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DEAD
ROOF: 17 PSF W w w
FLOORS: 15 PSF z z
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WALLS: 100 PLF Q � W
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GENERAL NOTES
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1 . CODES USED: 2010 FLORIDA BUILDING CODE, ACI AND ASCE-7-10. a_ z
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' ALL LATEST EDITIONS USED. GARAGE
2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING z o c z f- N
JURISDICTION OVER THE WORK. Lo
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3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. W W w ¢ � Oo 00
4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS cr-W Q Q w N co
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SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. z z 0!
5. DIMENSIONS WERE PROVIDED BY CONTRACTOR AND ARE SHOWN FOR REFERENCE ONLY. REFER TO ORIGINAL 2'_0" w o w I- J o �.
CONSTRUCTION PLANS FOR ALL DIMENSIONS. IF DIMENSIONS DIFFER OR CANNOT BE DETERMINED FROM THE ORIGINAL PLANS, Q > o) O
FIELD MEASUREMENTS SHALL BE RECORDED. IF ACTUAL FIELD DIMENSIONS DIFFER FROM THOSE SHOWN, CONTACT THE W Q w o z z 0)
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ENGINEER OF RECORD IMMEDIATELY. z 0Y O V) z x
6. LOCATIONS AND DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE AND MAY VARY SLIGHTLY.
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DEEP FOUNDATION SUPPORT SPECIFICATION: Y
THE FOLLOWING DEEP FOUNDATION SUPPORT IS RECOMMENDED TO ASSIST IN REINFORCING THE EXISTING STRUCTURAL FOUNDATION, BASED ON I m
PREVIOUS EXPERIENCE WITH SOILS TYPICAL TO THE AREA:. o o �
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1 -1/2" SQUARE SHAFT HELICAL PILE WITH MINIMUM 10 INCH SINGLE HELIX DRIVEN TO A DEPTH NOT TO EXCEED 10 FEET. PILE SPACING SHALL 00 U
BE PLACED AS SHOWN ON PLAN, THIS SHEET. ALLOWABLE PILE COMPRESSION IS 10 KIPS. IF PILE SPACING SHALL EXCEED THAT STATED,
CONTACT E.O.R. IMMEDIATELY. �
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FOUNDATION CALCULATIONS BASED UPON ASSUMED EXISTING FOOTING: MIN. 20" DEEP X 16" WIDE CONTINUOUS CONCRETE MONOLITHIC FOOTING
W/ MIN. (2) #5 BARS, CONTINUOUS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FOOTINGS IN THE FIELD AND NOTIFY E.O.R.
IMMEDIATELY IF THIS ASSUMED INFORMATION IS NOT CORRECT. THIS INFORMATION MAY AFFECT ANCHOR SPACING. I ISII 4.^
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F GEOTECHNICAL SOILS INVESTIGATION WAS PREPARED BY CENTRAL FLORIDA TESTING LABS, INC. ON 9-10-12. BORINGS B1 00
A REPORT 0
THROUGH 64 OF THIS REPORT WERE USED IN THE ANALYSIS OF UNDERLYING SOIL STRATUM. THIS DESIGN WAS PREPARED WITH THE FOLLOWING
ASSUMPTIONS OF EXISTING SOIL CONDITIONS, BASED ON INFORMATION CONTAINED WITHIN THE REPORT: SOILS CONSIST OF A LOOSE TO VERY
DENSE (N=100+) SAND WITHIN THE UPPER 10-FOOT ZONE BELOW GRADE, WITH AN APPROX. UNIT WEIGHT OF 120 PCF AND A PHI ANGLE OF 30
DEG. IF THE STATED SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD
(E.O.R.), THE DESIGN IS NO LONGER VALID AND IT IS THE RESPONSIBILITY OF THE HELICAL CONTRACTOR TO NOTIFY THE E.O.R. SO THE HELICAL o �
SUPPORT SYSTEM CAN BE RE-DESIGNED. I z
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STRUCTURE o W ,
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SS5 HEL I CAL PIZ RS AND ANCHORS - � _ �
1-1/2'
SOLID STEEL 0 O V) = Q
TORQUE STRENGTH RATING-5,500 FT-LB SQUARE BAR W W J
ULTIMATE CAPACITY* (TENSION/COMPRESSION)-55 KIP i3/ 6' DIA CTYP)
HOLE (TYP) OUNDATION
*BASED ON A TORQUE FACTOR (Kt)=10 •D• LL � m j
SINGLE HELIX ULTIMATE STRENGTH-40 KIP DIA 'F' Li
ULTIMATE TENSION STRENGTH COUPLING BOLT -70 KIP c n�fA •F• 0 =1
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PLAIN EXTENSION g DIA q• 00 N J Q
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DIA OUNDAT ION (, �-
00 BRACKET
INTEGRAL FOUNDATION __jQ
FORGED COUPLING FOOTING
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HELIX MUST BE FORMED BY MATCHING METAL DIE LEAD LEAD LEAD I
(SIDE VIEW OF TRUE HELICAL FORM) HELICAL SECTILaV SECTION SECTION
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EXTENSION
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L EAL? SEC TI71V01-NCHOR SHAFT
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CHVPL ING BOLT
SINGLE hfEL IX AND NUT CAT, NO. 'A' 'B' 'C' '.0' f-� ICC ES
EXTENSL-/ LISTED U
O C150-0001 82-1/4' 8' 76-1/4' X
C 150-0002 59' 8' 53' x / n
EXTE/VSIO/V C150*0003 82-1/4' 10' 76-1/4' X J <';
LC150-0 04 82-1/4' 12' 76-1/4' X W _�
CAT NGI .A. .B. .E. ICC ESt C150-0005 82-1/4' 14' 76-1/4' X 8'—O"
LISTED C150-0030 82-1/4' 6' 8' 58=1/4' X v f n
C150-0159 57-1/2' 12' 27-1/2' X LEAD SECTION C150-0006 82-1/4' 8' 10' 52'-1/4' X O U
C150-016,6 37-3/4' 14' 27-3/4' X T IC 150-0031 123' 8' 10' 93' X 1 1—3 tf 1 $-3'0 z
C150-0167 57-1/2' 14' 27-1/2' X C150-0007 63-1/4' 8' 10' 12' 5-3/4' x TYPICAL INSTALLATION
C150-0158 58' 10' 8' C150-0058 59• 1o' 53' x F❑UNDATION REPAIR BRACKET
T 150-0440 59' 14' 4' T 150-0086 35-3/4' 0 6' 11-3/4' X O
C150-0051 82-1/4• lo• 12• 46-1/4• x TYPICAL STANl�A1PlI UNIJERPINNING B�E'ACh'ET 25,_0„f ;�
t ICC-ES LISTINGS FORMERLY ICBO AND SBCCI. C 150-0160 35-3/4' 8' 10' 5-3/4' X \
C150-0161 42' 10' 12' 6' X J—
TYPICAL ANCHOR/PEER C 150-0242 59' 12' 53' x NOTES- �”'° '' " W
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C 150-0243 59' 14' 53' x _ c
NOTES- ASSEMBLY C 150- 244 35-3/4' 6' 8' 11-3/4' x 1. HOT DIP GALVANIZE PER ASTM A 153-(LATEST L i --I —�
C150-0397 82-1/4' 8' 10' 12' 22-1/4' REVISION). 0_pyFILE C
1. HOT DIP GALVANIZED PER ASTM A153-(LATEST REV. ) C150-0398 123' lo' 12' 14' 51' 2, FOR DETAILED INSTALLATION INSTRUCTIONS,
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2. LEAD AND EXTENSION SECTION AND PILOT P❑INT LENGTHS ARE NOMINAL, C150-0399 123• i2• 14' 16' 39' READ CHANCE BULLETIN 01-9812, ~PILOT FOR T150-0000 AND C150-0156 IS 3, 75' AND 2, 5' RESPECTIVELY, C150-0489 82-1/4' 10' 12' 14' 10-1/41 3. THE CAPACITY OF THE UNDERPINNING SYSTEM prWr�
3. SHAFT MATERIAL-HOT ROLLED ROUND-CORNERED SQUARE (RCS) S❑LID STEEL BARST 150-0000182-1/4' 8• io' 12• 6-1/21 IS A FUNCTION OF MANY INDIVIDUAL ELEMENTS, Z v z
PER ASTM A29J MINIMUM YIELD STRENGTH=70 KSI. C150-0156 1 25• 1 8• 21-v2' INCLUDING THE CAPACITY OF THE FOUNDATION, U Q
4. HELIX MATERIAL-HOT ROLLED LOW CARBON STEEL SHEET, STRIP, OR PLATE BRACKET, PIER SHAFT, HELICAL PLATE, AND
PER ASTM A572, OR A1018, OR A6561 MINIMUM YIELD STRENGTH=50 KS I J 3/8' THICK, t ICC-ES LISTINGS FORMERLY ICBG, SBCCI, AND BOCA. BEARING STRATA, AS WELL AS THE STRENGTH M
5. COUPLING B❑LTSi 3/4' DIAMETER X 3' LONG HEX HEAD PER ASTM A320 GRADE L7, * HELIX ARE SPACED 3' APART �"
6, NOMINAL SPACING BETWEEN HELICAL PLATES IS THREE TIMES THE OF THE FOUNDATION TO BRACKET C❑NNECTI❑N a z O0" REVISI0N
DIAMETER OF THE LOWER HELIX, AND THE QUALITY OF PIER INSTALLATION. 7TH STREET " w O E
7. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY
CONTROL FOR ALL MATERIALS AND MANUFACTURING PROCESSES,
UBBEEE' POWER SYSTEMS U U mpg
A N0. DATE REVISED
G. ALL WELDING TO BE DONE BY WELDERS CERTIFIED UNDER SECTION 5 OF THE CI-IA NC
AWS CODE D1. 1,
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9. SEE ICC EVALUATION SERVICE INC. , EVALUATION REPORT NO. ER-5110 FORCOMM AN OOMME K NO M
HELICAL EXTENSIONS o
ALLOWABLE VALUES AND/OR CONDITIONS OF USE CONCERNING MATERIAL PRESENTED ICC-ES ICC-ES ICC-ES Fom svj=AM
IN THIS DOCUMENT, LISTED LISTED LISTED WMW 1W WWM WNW OFF UM DW ft °AT/""ff/MY NM av
10. ALL HELIX HAVE A SHARPENED LEADING EDGE. ER-9804 ER-5110 RR 94-27 SC SAi 50-00 SEE CHART K F �"
11. REFER TO DRAWING SA 150-0047 FOR PLAIN EXTENSIONS AND TERMINATIONS. ooP+wam um nm o�u m 1 e+r KSH asE 4/25/05 r 1/2 ~w
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DEEP FOUNDATION PILE LOCATION PLAN
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SCALE: 3/16" = V-0"
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