shallow anchor solutionsm.strongtie.com/products/strongrod/ats/drawings/sa2.pdf3.anchor designs in...
TRANSCRIPT
SA2
SH
ALL
OW
AN
CH
OR
SO
LUT
ION
S
SDC C-F FOR 10" THICK CONC.
SHALLOW ANCHOR CAPACITIES
4
WIND / SDC A-B FOR 10" THICK CONC.
SHALLOW ANCHOR CAPACITIES
3
SDC C-F FOR 10" THICK CONC.
SHALLOW ANCHOR CAPACITIES
2
WIND / SDC A-B FOR 10" THICK CONC.
SHALLOW ANCHOR CAPACITIES
1
NOTES:
1. SOLUTIONS APPLY TO SIMPSON STRONG-TIE SHALLOW ANCHOR ASSEMBLY
ONLY, SEE A/SA1.
2. SHALLOW ANCHOR ASSEMBLY KIT CONSISTS OF A THREADED ROD WITH
STAMPED HEAD, PROPRIETARY ATTACHED EMBEDDED BEARING PLATE AND 1"
STAND OFF ANCHOR BOLT LOCATOR. THE 'XX' VARIABLE IS THE SPECIFIED BOLT
LENGTH, SEE A/SA1.
3. ANCHOR DESIGNS IN GENERAL CONFORMANCE TO ACI 318-11 APPENDIX D, AND
D.5.2.9 FOR ANCHOR REINFORCEMENT.
4. NON ANCHOR REINFORCEMENT SOLUTIONS ASSUME NO SUPPLEMENTARY
REINFORCEMENT, SEE 1/SA1, 5/SA1, 10/SA1.
5. TYPICAL DESIGN ASSUMES
3
4
" CONCRETE COVER TO BOTTOM OF ANCHOR
REINFORCEMENT.
6. SLAB FLEXURAL REINFORCEMENT SHALL BE SPECIFIED BY THE REGISTERED
DESIGN PROFESSIONAL CONSIDERING PROJECT SPECIFIED DESIGN LOADS.
7. SIMPSON STRONG-TIE RECOMMENDS THAT THE SLAB'S DESIGN FLEXURE AND
SHEAR STRENGTHS ARE ADEQUATE TO PREVENT PLASTIC HINGE FORMATION
UNDER DEMANDS ASSOCIATED WITH ANCHORAGE FORCES CORRESPONDING
TO ACI 318-11, SECTION D.3.3.4.3, USING ANCHOR TENSION LOADS OBTAINED
FROM EITHER DESIGN LOAD COMBINATIONS THAT INCLUDE E, WITH E INCREASED
BY Wo, OR FROM 1.2 x NOMINAL STEEL STRENGTH OF THE ANCHOR (Nsa). SEE
TABLE ABOVE FOR 1.2 x Nsa.
8. NOTIFY ENGINEER OF RECORD WITH ANCHOR LAYOUT CONFLICTS OR IF
CONDITIONS ARE OTHER THAN WHAT IS SHOWN IN THESE DETAILS.
9. EDGE DISTANCE IS 2
3
4
" FROM NEAREST FREE EDGE TO CENTER OF ANCHOR
10. NEAR EDGE CONDITION REPRESENTS WALLS TYPICALLY PERPENDICULAR TO A
CONCRETE EDGE, SEE B/SA1.
NOTES:
1. SOLUTIONS APPLY TO SIMPSON STRONG-TIE SHALLOW ANCHOR ASSEMBLY
ONLY, SEE A/SA1.
2. SHALLOW ANCHOR ASSEMBLY KIT CONSISTS OF A THREADED ROD WITH
STAMPED HEAD, PROPRIETARY ATTACHED EMBEDDED BEARING PLATE AND 1"
STAND OFF ANCHOR BOLT LOCATOR. THE 'XX' VARIABLE IS THE SPECIFIED BOLT
LENGTH, SEE A/SA1.
3. ANCHOR DESIGNS IN GENERAL CONFORMANCE TO ACI 318-11 APPENDIX D, AND
D.5.2.9 FOR ANCHOR REINFORCEMENT.
4. NON ANCHOR REINFORCEMENT SOLUTIONS ASSUME NO SUPPLEMENTARY
REINFORCEMENT, SEE 1/SA1, 5/SA1, 10/SA1.
5. TYPICAL DESIGN ASSUMES
3
4
" CONCRETE COVER TO BOTTOM OF ANCHOR
REINFORCEMENT.
6. SLAB FLEXURAL REINFORCEMENT SHALL BE SPECIFIED BY THE REGISTERED
DESIGN PROFESSIONAL CONSIDERING PROJECT SPECIFIED DESIGN LOADS.
7. WIND DESIGN CAPACITIES INCLUDE SEISMIC DESIGN CATEGORY A AND B
8. NOTIFY ENGINEER OF RECORD WITH ANCHOR LAYOUT CONFLICTS OR IF
CONDITIONS ARE OTHER THAN WHAT IS SHOWN IN THESE DETAILS.
9. EDGE DISTANCE IS 2
3
4
" FROM NEAREST FREE EDGE TO CENTER OF ANCHOR
10. NEAR EDGE CONDITION REPRESENTS WALLS TYPICALLY PERPENDICULAR TO A
CONCRETE EDGE, SEE B/SA1.
NOTES:
1. SOLUTIONS APPLY TO SIMPSON STRONG-TIE SHALLOW ANCHOR ASSEMBLY
ONLY, SEE A/SA1.
2. SHALLOW ANCHOR ASSEMBLY KIT CONSISTS OF A THREADED ROD WITH
STAMPED HEAD, PROPRIETARY ATTACHED EMBEDDED BEARING PLATE AND 1"
STAND OFF ANCHOR BOLT LOCATOR. THE 'XX' VARIABLE IS THE SPECIFIED BOLT
LENGTH, SEE A/SA1.
3. ANCHOR DESIGNS IN GENERAL CONFORMANCE TO ACI 318-11 APPENDIX D, AND
D.5.2.9 FOR ANCHOR REINFORCEMENT.
4. NON ANCHOR REINFORCEMENT SOLUTIONS ASSUME NO SUPPLEMENTARY
REINFORCEMENT, SEE 1/SA1, 5/SA1, 10/SA1.
5. TYPICAL DESIGN ASSUMES
3
4
" CONCRETE COVER TO BOTTOM OF ANCHOR
REINFORCEMENT.
6. SLAB FLEXURAL REINFORCEMENT SHALL BE SPECIFIED BY THE REGISTERED
DESIGN PROFESSIONAL CONSIDERING PROJECT SPECIFIED DESIGN LOADS.
7. SIMPSON STRONG-TIE RECOMMENDS THAT THE SLAB'S DESIGN FLEXURE AND
SHEAR STRENGTHS ARE ADEQUATE TO PREVENT PLASTIC HINGE FORMATION
UNDER DEMANDS ASSOCIATED WITH ANCHORAGE FORCES CORRESPONDING
TO ACI 318-11, SECTION D.3.3.4.3, USING ANCHOR TENSION LOADS OBTAINED
FROM EITHER DESIGN LOAD COMBINATIONS THAT INCLUDE E, WITH E INCREASED
BY Wo, OR FROM 1.2 x NOMINAL STEEL STRENGTH OF THE ANCHOR (Nsa). SEE
TABLE ABOVE FOR 1.2 x Nsa.
8. NOTIFY ENGINEER OF RECORD WITH ANCHOR LAYOUT CONFLICTS OR IF
CONDITIONS ARE OTHER THAN WHAT IS SHOWN IN THESE DETAILS.
9. EDGE DISTANCE IS 2
3
4
" FROM NEAREST FREE EDGE TO CENTER OF ANCHOR
10. NEAR EDGE CONDITION REPRESENTS WALLS TYPICALLY PERPENDICULAR TO A
CONCRETE EDGE, SEE B/SA1.
NOTES:
1. SOLUTIONS APPLY TO SIMPSON STRONG-TIE SHALLOW ANCHOR ASSEMBLY
ONLY, SEE A/SA1.
2. SHALLOW ANCHOR ASSEMBLY KIT CONSISTS OF A THREADED ROD WITH
STAMPED HEAD, PROPRIETARY ATTACHED EMBEDDED BEARING PLATE AND 1"
STAND OFF ANCHOR BOLT LOCATOR. THE 'XX' VARIABLE IS THE SPECIFIED BOLT
LENGTH, SEE A/SA1.
3. ANCHOR DESIGNS IN GENERAL CONFORMANCE TO ACI 318-11 APPENDIX D, AND
D.5.2.9 FOR ANCHOR REINFORCEMENT.
4. NON ANCHOR REINFORCEMENT SOLUTIONS ASSUME NO SUPPLEMENTARY
REINFORCEMENT, SEE 1/SA1, 5/SA1, 10/SA1.
5. TYPICAL DESIGN ASSUMES
3
4
" CONCRETE COVER TO BOTTOM OF ANCHOR
REINFORCEMENT.
6. SLAB FLEXURAL REINFORCEMENT SHALL BE SPECIFIED BY THE REGISTERED
DESIGN PROFESSIONAL CONSIDERING PROJECT SPECIFIED DESIGN LOADS.
7. WIND DESIGN CAPACITIES INCLUDE SEISMIC DESIGN CATEGORY A AND B
8. NOTIFY ENGINEER OF RECORD WITH ANCHOR LAYOUT CONFLICTS OR IF
CONDITIONS ARE OTHER THAN WHAT IS SHOWN IN THESE DETAILS.
9. EDGE DISTANCE IS 2
3
4
" FROM NEAREST FREE EDGE TO CENTER OF ANCHOR
10. NEAR EDGE CONDITION REPRESENTS WALLS TYPICALLY PERPENDICULAR TO A
CONCRETE EDGE, SEE B/SA1.