HomeMy WebLinkAbout477 RICE CREEK TER NE APPROVED LETTER GENERAL REQUIREMENTS
IMG PUSH PIERS/HELICAL PIERS (CONT.) ���``�S Eliup�����
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REFER TO SUBSEQUENT PLAN AND DETAIL NOTES FOR VARIATIONS AND REQUIREMENTS SPECIFIC TO '. <111,.
REFERENCED PROJECT. INSTALLATION: �� �•• ••�L
SYSTEM TO BE INSTALLED PER MANUFACTURERS _ LICENSED _ Kra
NOTES ON DRAWINGS TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. RECOMMENDATIONS. MINIMUM INSTALLATION PRESSURE IS TO — : PROFESSIONAL ; _
• ENGINEER •
DESIGN CRITERIA BE DETERMINED BY THE FOLLOWING EQUATION: �c1�. 58974 :`Q, SPA DesignGrPE11L r
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PUSH PIER INSTALLATION PRESSURE (PSI): [DESIGN LOAD] X 2 �� ••...•-0���`
BUILDING CODE CONFORMANCE (MEETS OR EXCEEDS REQUIREMENTS): / [AREA OF HYDRAULIC RAM]. ��i�icf lii%% ` �
2018 INTERNATIONAL BUILDING CODE (IBC) HELICAL PIER INSTALLATION TORQUE (FT—LB):
2018 INTERNATIONAL RESIDENTIAL CODE (IRC) [DESIGN WORKING LOAD] X [FS = 2] / [EMPIRICAL TORQUE PROFESSIONAL ENGINEER
2020 MINNESOTA BUILDING CODE CORRELATION FACTOR, KT = 9 FT"1] I hereby certify that this plan, specification, or
2020 MINNESOTA RESIDENTIAL CODE report was prepared by me or under my direct
DEAD LOADS: MINIMUM PUSH PIER INSTALLATION DEPTH IS 10'-0"f UNO. supervision and that I am a duly Licensed W
ROOF DEAD LOAD 15 PSF MINIMUM HELICAL PIER INSTALLATION DEPTH IS 10 —0 f UNO. Professional Engineer under the laws of the
State of Minnesota LU
FLOOR DEAD LOAD 15 PSF z Z
DECK DEAD LOAD 12 PSF NOTIFY ENGINEER IF MINIMUM INSTALLATION CONDITIONS CANNOT Print Name:kjee W
WOOD WALL DEAD LOAD 12 PSF BE ACHIEVED. W U N
INTERIOR WOOD WALL DEAD LOAD 9 PSF Signature: z 0¢C co
CMU WALL DEAD LOAD 81 PSF EXISTING UTILITY LINES: � Cr u7
CONCRETE 150 PCF CONTRACTOR TO REPAIR UTILITY LINES THAT MAY BE DAMAGED W z W LO
DURING INSTALLATION. Date 10.12.2cense # 58974 z H Z
LIVE LOADS: PUSH PIER SPLICING: W
ROOF SNOW LOAD 35 PSF W >-
DECK LIVE LOAD 60 PSF PILES ARE TO BE GRAVITY SPLICED WITH FITTING COUPLERS. W Lu OC J
FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF BUILDING WEIGHT WILL ENSURE JOINTS DO NOT SEPARATE. z U
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DEFLECTIONS: HELICAL PIER SPLICING: W z U IJ_
TOTAL LOAD DEFLECTION LIMIT L/240 HELICAL LEAD AND EXTENSIONS ARE TO BE MECHANICALLY
SPLICED WITH GRADE 8 BOLTS WITH NUTS. _
LIVE LOAD DEFLECTION LIMIT L/360 V
IMG PUSH PIERS/HELICAL PIERS TESTING & INSPECTION U)
SPECIAL INSPECTION & TESTING PER REVIEWING JURISDICTION.
MATERIALS:
BRACKET PLATES — ASTM A36
(MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI)
PIER TUBES — ASTM A500 GRADE B OR C DO NOT PLACE PIERS
(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 55 KSI) THIS ZONE W/O DIRECTION
EXTERNAL SLEEVE — ASTM A500 GRADE B OR C DO NOT PLACE PIERS FROM ENGINEER GENERAL NOTES
(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 62 KSI) THIS ZONE W/O DIRECTION CONTRACTOR TO NOTIFY
PIER CAP — ASTM A529 GRADE 50 FROM ENGINEER FOR IF (E) FOUNDATION
(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 65 KSI) CRACK IS PRESENT IN THE
COIL ROD — ASTM A193 GRADE B7 AllSPAN BETWEEN FOUNDATION REVISIONS
(MIN YIELD STRESS, Fy = 105 KSI / MIN TENSILE STRESS, Fu = 125 KSI) BRACKETS
STEEL SHAPES — ASTM A36
(MIN YIELD STRESS, Fy = 36 KSI / MIN TENSILE STRESS, Fu = 58 KSI)
SHAFT COUPLER — ASTM A513 TYPE 5 NO PIER PLACEMENT ZONE
(MIN YIELD STRESS, Fy = 70 KSI / MIN TENSILE STRESS, Fu = 87 KSI) 1
SHAFT COUPLING HARDWARE — GRADE 8 BOLTS WITH NUTS SCALE: NTS
HELIX PLATES (ROUND SHAFT) — ASTM A572 GRADE 50 PROJECT
(MIN YIELD STRESS, Fy = 50 KSI / MIN TENSILE STRESS, Fu = 65 KSI) 4s0
DESIGNED BY:
KT
WELDING NOTES: REVIEWED FOR CODE COMPLIANCE DKT
RAWN BY:
CONFORM TO AWS D1.1. WELDERS SHALL BE CERTIFIED IN ACCORDANCE WITH AWS REQUIREMENTS. USE
CHECKED BY.
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E70 ELECTRODES OF TYPE REQUIRED FOR MATERIALS TO BE WELDED. CVR JLD
DATE:
CORROSION PROTECTION: BUILDING INSPECTOR 10/20/2022 10.12.2022
SACRIFICIAL DESIGN THICKNESS — CAPACITIES INCLUDE A SCHEDULED LOSS IN STEEL THICKNESS DUE TO SHEET NO:
CORROSION FOR BLACK, UNCOATED STEEL. ANCHORS ARE DESIGNED FOR 50—YEAR SCHEDULED SACRIFICIAL
THICKNESS LOSS IN ACCORDANCE WITH ICC—ES AC358. S 1 1
IMG INTELLIJACK SYSTEM INFO ,, SSE..oF�%,,
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PART DESCRIPTION COMMENTS MIN YIELD MIN TENSILE LICENSED •• �
STRESS, Fy STRESS, F. _ PROFESSIONAL
• ENGINEER • _-
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ASTM A500, GRADE C 3 / OxO.165X L MECHANICAL TUBING i 58974 •Q�
(L=36", 60", 84", & 120" — FIELD CUT TO LENGTH). GALV TO i9 "°" ORjNermom,`A'�Ie,WA
IJ-350 46 KSI 62 KSI
ASTM A1057 ��. .• �� ,:�o3,sa,.®„....,tid9..m
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ASTM A36 HRP&O R1/2x5x0'-6" W/ (4) 0.313"0 HOLES AT i������FiNi�►�������``
IJ—TP CORNERS & (1) 13/4"0x1/4x11/4" RETAINING RING CENTERED ON WOOD BEAM 36 KSI 58 KSI
R W/ 1/4" EXTERNAL FILLET WELD ALL AROUND. CLEAR ZINC CONDITION PROFESSIONAL ENGINEER
ELECTROPLATED TO ASTM B633 TYPE III I hereby certify that this plan, specification, or
ASTM A992 STEEL S SHAPE BEAM (L=120" & 144" — FIELD CUT N STEEL BEAM report was prepared by me or under my direct
S47.7 TO LENGTH) CONDITION 50 KSI 65 KSI supervision and that I am a duly Licensed WProfessional Engineer under the laws of the
ASTM A36 HRP&O 1?_1/40.301/4x4l/2 SHAPED TO RECEIVE S47.7 State of Minnesota U W
BEAM FLANGE W/ 13/4"0x1/4x11/4" RETAINING RING CENTERED ON (N) STEEL BEAM Print Name:kJessee w W
IJ—CS R W 1/ " EXTERNAL FILLET WELD ALL AROUND. 36 KSI 58 KSI U N/ 4 CONDITIONZINC ELECTROPLATED TO ASTM B633 TYPE III Signature: - z ccc(INTERMEDIATE LOCATIONS) w Z W u7
ASTM A36 HRP&O V/2x31/2x0'-31/2" W/ (1) 0.563"0 HOLE Date 10.12.2cense # 58974 z Y 2
ENDUROCRETE W
IJ—BP CENTERED ON R & ASTM A513 3.13"�x0.188"x1" »RING W/ �/4 FOOTING CONDITION 36 KSI 58 KSI W >-
INTERNAL FILLET WELD ALL AROUND. W W OC W
CLEAR ZINC ELECTROPLATED TO ASTM B633 TYPE III z U
ASTM A380/A3380M FINISH %"Ox4l/4" EMBED SS SLEEVE ENDUROCRETE W z U Ir
IJ—SA ANCHOR W/ HEX NUT (COMMERCIALLY AVAILABLE) FOOTING CONDITION GRIP-TITE WALL ANCHOR SYSTEM (CONY.) _ � ��
14"Ox6" FIBER REINF PRECAST CONC FTG (ENDURACRETE) W/
IJ—IC 3/ "0 HOLE AT CENTER & 3/4" CHAMFER AT UPPER ENDUROCRETE 3 — C
4 FOOTING CONDITION TERMINATION HARDWARE: SAE J995 GRADE 2 HEAVY SQUARE NUTS /4 10 UNC 26,
CIRCUMFERENCE (5,000 PSI MIN) OVERSIZED TAP. ALLOWABLE TENSILE CAPACITY=30 kips.
ASTM F1554—GR55 S1 1 1/4"Ox10" THREADED ROD W/ HEAVY HEX
IJ—LR NUT (TACK WELD) 55 KSI 75 KSI FINISH: ALL COMPONENTS ARE HD GALV IN ACCORDANCE WITH ASTM A153.
CLEAR ZINC ELECTROPLATED TO ASTM B633 TYPE III
ASTM A108-13 (1018) 31/2"Ox1" W/ 1 1/4"-7 THREADS &
IJ—TC RECESSED SHOULDER TO FIT INSIDE THE IJ350. CLEAR ZINC 50 KSI 68 KSI
ELECTROPLATED TO ASTM B633 TYPE III
GENERAL NOTES
NOTE:
INSTALL PER MFR RECOMMENDATIONS {:
GRIP-TITE WALL ANCHOR SYSTEM _, REVISIONS
MATERIALS: — N —
PLATE STEEL: ASTM A1011 C1008—C1010, Fy = 38 KSI, Ft = 52 KSI, 10 GAUGE PLATE EMBOSSED W/ f '
(2) LONGITUDINAL RIBS.
• WALL R: SIZE= 11x18. REF MFR SPECIFICATIONS FOR ADDL INFO. PROJECT NO:
"`_ ✓ IBA22-460
EARTH ANCHOR: FABRICATED FROM (2) 11108 WALL PLATES PER MFR WELDED IN A CROSS PATTERN. ONE r� DESIGNED BY:
`. . KT
INCH ON EA END OF WALL PLATES ARE BENT 90°. SIZE=16x16. REF MFR SPECIFICATIONS FOR ADDL INFO. F ` _ ,, DRAWN BY:
KT
ED
THREADED ROD: ASTM A108 GRADE 1018 STEEL Fy = 36 KSI, MIN TENSILE STRENGTH = 23 KIPS, 3/4-10 '~ I�! CHEC CVRKJLDBY:
UNC 26, 0.734" NOMINAL DIAMETER, 108" LONG (ASSEMBLY CONSISTS OF (2) RODS). DATE:
10.12.2022
THREADED ROD COUPLER: ASTM A513, TYPE 5, GRADE 1020, Fy = 35 KSI, F„ = 50 KSI, 3/4-10 UNC 2B, SHEET NO:
OVERSIZED TAP, 3" LONG0.984"0• VICINITY MAP
SCALE: NTS
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PROJECT NO:
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LINE OF (E) DECK DESIGNED BY:
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ABOVE DRAWN BY:
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CHECKED BY:
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0 I NOTE: DATE2.2022
_ _ _ L — _ REF S2.2 FOR (E) FDN/(N) PUSH/HELICAL PIER/WALL ANCHOR/INTELLIJACK LAYOUT PLAN NOTES
SHEET NO:
(E) FDN/(N) PUSH/HELICAL PIER/WALL ANCHOR/INTELLIJACK LAYOUT PLAN �i S2. 1
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(E) FOUNDATION/(N) PUSH/HELICAL PIERMALL ANCHOR/INTELLIJACK LAYOUT PLAN NOTES: `��X0111iu11111
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1. REFERENCE S1.1 & S1.2 FOR GENERAL REQUIREMENTS 11. ��_j INDICATES LOCATION OF GRIP—TITE WALL ANCHOR SYSTEM
(INSTALL PERP TO FOUNDATION WALL) ((9) TOTAL) �� �'• LICENSED •�� a
2• CONTRACTOR TO NOTIFY ENGINEER OF RECORD OF DISCREPANCIES
BETWEEN FIELD CONDITIONS & THOSE SHOWN IN THESE DOCUMENTS 12, WALL ANCHOR SPACING SHALL BE AS INDICATED ON PLAN - : PROFESSIONAL ;
• ENGINEER —
PRIOR TO WORK TYP (4'-8" OC MAX) UNO 58974 ;Q� 5FA DeSign GrOUP,uE
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3• INDICATES (E) CMU WALL ON (E) CONC FOOTING (CONTRACTOR TO 13, BEFORE INSTALLATION OF ANCHORS, THE CONTRACTOR SHALL VERIFY IN FIELD 6
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VERIFY 8"Wx7'-7"H E CMU WALL AND 1'-4"Wx24"DP E CONC THE INSTALLATION DEPTH DOES NOT EXCEED THE BUILDING SETBACK z��icOF
FOOTING MIN TYP (NOTIFY ENGINEER OF RECORD IF FIELD DISTANCE FROM THE PROPERTY LINE SUCH THAT THE EARTH ANCHORS DO
CONDITIONS DIFFER IN THE AREA OF WORK)) NOT ENCROACH INTO THE ADJACENT PROPERTY.
4. INDICATES (E) WOOD POST/COLUMN PROFESSIONAL ENGINEER
14 0 INDICATES LOCATION OF INTELLIJACK SYSTEM ((4) TOTAL) I hereby certify that this plan, specification, or
• DESIGN LOAD = 5,200 LBS report was prepared by me or under my direct
5. SECTION CUT — DETAIL NUMBER/SHEET NUMBER supervision and that I am a duly Licensed
X/SX.X 15. INTELLIJACK SPACING SHALL BE AS INDICATED ON PLAN (6 —0 OC MAX) UNO Professional Engineer under the laws of the W
16. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING State of Minnesota V W
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6. INDICATES LOCATION OF IMG PP21617-34 PUSH PIER & BRACKET Print Name:kJessee W
SYSTEM ((4) TOTAL) 17. ALL WOOD EXPOSED TO CONCRETE, WEATHER, OR WITHIN 6" OF FINISHW 0 UGRADE SHALL BE PRESSURE—TREATEDSignature: z Er �PUSH PIER INSTALLATION NOTES: 18. REPLACE "IN—KIND" ALL (E) WOOD MEMBERS (JOISTS, PURLINS, Cn Z DC Lo
• DESIGN LOAD = 14,554 LBS W u7
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ALL FASTENERS AND HARDWARE IN CONTACT W/ PT WOOD, CONCRETE OR �
• MINIMUM 2,100 PSI INSTALLATION PRESSURE MASONRY SHALL BE HOT—DIPPED ZINC—COATED GALVANIZED STEEL OR W W DC W
• MINIMUM 1/q" FOUNDATION LIFT DURING INSTALLATION STAINLESS STEEL z 0 W �
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7. INDICATES LOCATION OF GRIP—TITE RDS2875—NCB HELICAL PIER
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HELICAL PIER INSTALLATION NOTES: (n
• DESIGN LOAD = 8,682 LBS
• 2.875"0 PIPE PILE W/ 0.165" THICK WALL
• MINIMUM 10'-0" INSTALLATION DEPTH & 2,000 PSI INSTALLATION
PRESSURE
8. IF HEEL OR TOE OF BASEMENT WALL FOOTING EXTENDS 12"OR MORE (E) )
PUSH//HELICHELICAL
FROM FACE OF WALL, CONTACT ENGINEER OF RECORD PRIOR TO PIER/WALL
INSTALLING PIERS. NCHOR/INTELLIJAc
LAYOUT PLAN
9. PIER SPACING SHALL BE AS INDICATED ON PLAN (7'-0" OC MAX) NOTES
10. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF (E) FOUNDATION CRACK REVISIONS
IS PRESENT IN THE SPAN BETWEEN FOUNDATION BRACKETS
PROJECT NO:
IBA22-460
DESIGNED BY:
KT
DRAWN BY:
KT
CHECKED BY:
CVR,JLD
DATE:
10.12.2022
SHEET NO:
S2.2
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DESIGNED BY:
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NOTE: NOTE: DATE:
REF PLAN FOR LAYOUT & INSTALLATION REQ'S
REF PLAN FOR LAYOUT & INSTALLATION REQ'S 10.12.2022
SHEET NO:
N PUSH PIER TO E FOUNDATION DETAIL 1 N HELICAL PILE TO E POST DETAIL 2 S4. 1
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FILL & COMPACT TO 90q OF THE I hereby certify that this plan, specification, or
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MAX DRY DENSITY AT OPTIMUM
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1. REF PLAN FOR LAYOUT & INSTALLATION REQ'S 10.12.2022
2. ENTIRE ANCHOR ASSEMBLY IS HD GALV
E CMU BASEMENT WALL/ N WALL ANCHOR SECTION EARTH PLATE DETAIL SHEET NO:
SCALE: 3/4"=1'-0"
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PROJECT NO:
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NOTES: cCVR,JLD BY:
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