|
CITY OF SANTA ANA
<br />SSWAB SSWAB
<br />SHEAR REINFORCEMENT PER MINIMUM CURB/STEMWALL
<br />3" 4/SSW1 WHEN REQUIRED. '3� WIDTH PER 4/SSWI.
<br />SHEAR REINFORCEMENT PER
<br />�. 4/SSW1 WHEN REQUIRED.
<br />,••
<br />�• d d a
<br />de A de
<br />e
<br />° Lid° •• J �. 4: ° °f .4 A� •.,
<br />37 CLR. MIN. 16. .0 , ,3" CLR. MIN. - • `� " • .
<br />11 - iu
<br />YW Yw Yaw
<br />W W
<br />-qI AR nN GRAnF FnUNnATInm CURB OR STEMWALL FOUNDATION
<br />STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 3500 PSI CONCRETE
<br />DESIGN
<br />CRITERIA
<br />CONCRETE
<br />CONDITION
<br />ANCHOR
<br />STRENGTH
<br />STANDARD
<br />SSWAS 3/4" ANCHOR BOLT
<br />SSWAB 1' ANCHOR BOLT
<br />ASD
<br />ALLOWABLE
<br />UPLIFT (Ibs)
<br />W
<br />(in)
<br />d6
<br />on)
<br />AM
<br />ALLIDWABLE
<br />UPUFT (Ibs)
<br />w
<br />(in)
<br />do
<br />(in)
<br />SEISMIC
<br />CRACKED
<br />9,0 0
<br />20
<br />0
<br />9,600
<br />21
<br />7
<br />17,1001
<br />HIGH STRENGTH
<br />18,200
<br />32
<br />11
<br />00
<br />1
<br />19,900
<br />34
<br />12
<br />35,300
<br />1
<br />UNCRACKED
<br />STANDARD
<br />8,800
<br />17
<br />6
<br />15,700
<br />25
<br />9
<br />9,600
<br />19
<br />7
<br />17,100
<br />27
<br />1 9
<br />HIGH SWNGTH
<br />18,600
<br />28
<br />10
<br />3Z600
<br />40
<br />1 14
<br />19,900
<br />30
<br />10
<br />35.300
<br />4
<br />14
<br />WIND
<br />CRACKED
<br />STANDARD
<br />6,000
<br />14
<br />6
<br />7.300
<br />16
<br />6
<br />7 300
<br />6
<br />5o0
<br />24
<br />9,600
<br />7
<br />17,100
<br />29
<br />HIGH STRta1GTH
<br />11,800
<br />8
<br />22,700
<br />34
<br />13,500
<br />8
<br />10
<br />27•400
<br />32,300
<br />38
<br />42
<br />T ,000
<br />19,900
<br />11
<br />35,300
<br />45
<br />15
<br />UNCRACKED
<br />STANDARD
<br />6,000
<br />6
<br />7,500
<br />14
<br />6
<br />7,500
<br />14
<br />6
<br />12,800
<br />20
<br />7
<br />91600
<br />17
<br />6
<br />17,100
<br />25
<br />9
<br />HIGH STRENGTH
<br />17800
<br />20
<br />7
<br />21,300
<br />28
<br />10
<br />14,80G
<br />22
<br />8
<br />26,000
<br />32
<br />11
<br />0
<br />8
<br />1 31,300
<br />36
<br />12
<br />19,9uu
<br />1 27
<br />9
<br />1 35,300
<br />39
<br />13
<br />STEEL STRONG -WALL ANCHORAGE SOLUTIONS FOR 4500 PSI CCNcFRffmng
<br />DESIGN
<br />CRITERIA
<br />CONCRETE
<br />CONDITION
<br />ANCHOR
<br />STRENGTH
<br />SSWAB 3/4" ANCHOR BOLT
<br />SSWAB
<br />1" BOLT
<br />ASD
<br />ALLOWABLE
<br />UPLIFT (Ibs)
<br />�
<br />O
<br />in
<br />( )
<br />ALLOWABLE
<br />UPLIFT (Ibs)
<br />in
<br />t }
<br />8�
<br />SEISMIC
<br />CRACKED
<br />STANDARD
<br />8,700
<br />1a
<br />8
<br />16,000023
<br />9,600
<br />20
<br />7
<br />,100
<br />HIGH STRENGTH
<br />17,80
<br />29
<br />10
<br />,100
<br />4
<br />15
<br />19,90
<br />32
<br />11
<br />35,300
<br />UNCRACKED
<br />STANDARD
<br />9,100
<br />1
<br />6
<br />15,7008
<br />9
<br />9,600
<br />17
<br />6
<br />17,100
<br />HIGH STRENGTH
<br />17,800
<br />1 25 1
<br />9
<br />32,500
<br />37
<br />13
<br />19,90 '
<br />27 1
<br />9
<br />35,300
<br />39
<br />13
<br />WIND
<br />CRACKED
<br />STANDARD
<br />5,400
<br />12 1
<br />6
<br />6,800
<br />14
<br />8,300
<br />6
<br />11,600
<br />9,600
<br />6
<br />17,100
<br />26
<br />9
<br />HIGH STRENGTH
<br />11600
<br />20
<br />7
<br />21,400
<br />10
<br />13,400
<br />22
<br />8
<br />25,800
<br />12
<br />17,300
<br />26
<br />9
<br />31,000
<br />38
<br />13
<br />19,900
<br />29
<br />10
<br />35,300
<br />42
<br />14
<br />UNCRACKED
<br />STANDARD
<br />6,800
<br />12
<br />6
<br />6, Do
<br />12
<br />v
<br />8,500
<br />14
<br />6
<br />12,400
<br />18
<br />9,600
<br />16
<br />6
<br />17,100
<br />23
<br />HIGH STRENGTH
<br />12, 0
<br />18
<br />6
<br />2 0
<br />26
<br />14,500
<br />20
<br />7
<br />0
<br />30
<br />10
<br />16,800
<br />1 22
<br />1 8
<br />1 34
<br />19.900
<br />1 25
<br />1 9
<br />1 36
<br />1 12
<br />no nuicong Ageny
<br />o g
<br />rn cn �
<br />N
<br />>
<br />arc �
<br />pr
<br />mI
<br />C
<br />o
<br />rs Ito
<br />;CINN
<br />I I
<br />- -
<br />NOTES
<br />1.
<br />ANCHORAGE DESIGNS CONFORM TO ACI 318-19, ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED.
<br />DESIGNER IS PERMITTED TO MODIFY
<br />2.
<br />ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449).
<br />DETAILS FOR SPECIFIC CONDITIONS.
<br />SSWAB
<br />3.
<br />SEISMIC INDICATES SOSMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWEWNGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TD ACI 318-�19 SECTION 17.10.5.3, ACI 318--14 SECTION 17.2.3i.4.3
<br />U
<br />AND ACI 318-11 SECTION D.3.3.4.
<br />C
<br />MINIMUM CURB/STEMWALL4.
<br />WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC a
<br />WIDTH PER 4/SSWT.
<br />5.
<br />FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE DESIGNER MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
<br />U
<br />3„ SSWAB
<br />SHEAR REINFORCEMENT PER
<br />S.
<br />SEE 1/5SMVt AND 2/5SW1 FOR W AND de.
<br />4/SSW1 WHEN REQUIRED.
<br />.
<br />•f...,
<br />SSWAB TENSION ANCHORAGE SCHEDULE 3500/4500 PSI
<br />3
<br />H
<br />e 4 +• ° a ya
<br />r
<br />:S
<br />Ea
<br />MIN
<br />,d• ••�. •+ ..t....•,
<br />:.c
<br />4"MIN
<br />0��
<br />CTI�
<br />A
<br />•. d t•�. A4
<br />- -- -_
<br />4 ' • '
<br />AIe
<br />,. .� .
<br />3
<br />3
<br />�•
<br />- __
<br />- -
<br />3" CLR. MIN4
<br />_- --
<br />MITI _
<br />#3 HAIRPIN, GRADE 60
<br />#3 HAIRPIN, GRADE 60
<br />3 CLR_. MIN.
<br />REBAR (MIN.)
<br />REBAR (MIN.)
<br />YEW W
<br />YW W
<br />FIELD TIE AND SECURE DURING
<br />SSWAB CONCRETE PLACEMENT. OVERLAP
<br />FIELD TIE AND SECURE DURING
<br />SSWAB
<br />W
<br />W
<br />VARIES WITH BOLT SPACING.
<br />� PLACOYIENT'
<br />HAIRPIN SHEAR REINFORCEMENT
<br />TIE SHEAR REINFORCEMENT
<br />INTERIOR FOUNDATION
<br />BRICK LEDGE FOUNDATION
<br />#3 HAIRPIN (#3 TIE SIMILAR).
<br />C SEE TABLE FOR REQUIRED QUANTITY.
<br />NOTES
<br />1. SEE 2/SSWI AND 3/SSW1 FOR DIMENSIONS AND ADDITIONAL NOTES.
<br />SSWAB A
<br />SS'VAI1 SEE#3 TIRPI REQUIRED QUANTITY.
<br />STEEL STRONG -WALL SHEAR ANCHORAGE
<br />SEISMIC'
<br />WIND4
<br />MODEL
<br />4 OR
<br />Lh (h)
<br />SHEAR
<br />REINFORCEMENT
<br />MIN_ CURE/
<br />STEMWALL
<br />WIDTH (in.)
<br />SHEAR
<br />REINFORCEMENT
<br />MIN. CURB /
<br />STEMWALL
<br />WIDTH (in.)
<br />AM ALLOWABLE SHEAR LOAD V (Ibs.)6
<br />r MIN CURH/S7EMWALL
<br />8" MIN CURB / STEMWALL
<br />UNCRACKED CRACKED
<br />UNCRACKED
<br />CRACKED
<br />SSW12
<br />9
<br />(1) #3 TIE
<br />6
<br />NONE REQUIRED
<br />-
<br />1230 880
<br />1440
<br />1030
<br />SSW15
<br />12
<br />(2) 03 TIES
<br />6
<br />NONE REQUIRED
<br />-
<br />1590 1135
<br />1 1810
<br />1295
<br />SSW18
<br />14
<br />(1) #3 HAIRPIN
<br />85
<br />(1) #3 HAIRPIN
<br />6
<br />HAIRPINOWABLE
<br />ELOAD OF TFET STEP„ STRONG -WA ACHIM MAXIMUM AP NEL
<br />SSW21
<br />15
<br />(2) #3 HAIRPIN
<br />85
<br />(1) #3 HAIRPIN
<br />6
<br />SSW24
<br />17
<br />(2) 03 HAIRPIN
<br />85
<br />(1) #3 HAIRPIN
<br />6
<br />O
<br />w
<br /><m
<br />3
<br />0cl)
<br />�
<br />�
<br />3
<br />J
<br />O
<br />O
<br />�
<br />�
<br />a1
<br />N
<br />a�
<br />��a►°'3
<br />J
<br />Q
<br />0
<br />".
<br />u„
<br />.
<br />o
<br />z
<br />of
<br />-
<br />w
<br />2. SEE 4/5SW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED. _
<br />3. MAXIMUM H - le - de. SEE 5,/SSW1 AND 6/SSWT FOR le. IV SPACING
<br />Y2" CLR " CLR NOTES
<br />• +: �• a�° =' •y� 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-19, ACI 318--14 AND ACI 318-11 AND ASSUME MINIMUM
<br />STEEL STRONG -WALL ANCHORAGE - TYPICAL SECTIONS 1 : ° ° ° • •• ��2,5oU PSI CONCRETE. SEE DETAILS 1/SW1 TO 3/SSWI FOR TENSION ANCHORAGE.
<br />° ` •° •° ' ` ' + DESIGNER IS PERMITTED TO MODIFY 2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR PANELS INSTALLED ON A WOOD FLOOR, INTERIOR FOUNDATION
<br />` DETAILS FOR SPECIFIC CONDITIONS.
<br />'• d ••� •° •• • °'' 4 APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCIt -n OR BRACED WALL PANEL APPLICATIONS.
<br />SIMPSON STEEL SLAB OR CURB AND SURROUNDING ♦ �•� ' •• + ' ° 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C
<br />STRON"ALL FOUNDATION NOT SHOWN FOR CLARITY a v 4Q�..1.a •� o ' '�.
<br />° ' MAY USE WIND ANCHORAGE SOLUTIONS.
<br />4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B.
<br />SSWAB 5. MINIMUM CURB/STEMWALL WIDTH IS C WHEN STANDARD STRENGTH SSWAB IS USED.
<br />8. USE (1) #3 TIE FOR SSW12 AND SSW15 WHEN THE STEEL. STRONG -WALL PANEL DESIGN SHEAR FORCE EXCEEDS <
<br />Y2w-;7:--
<br />aa.• ` • • !. d•• r • • CO COHAIRPIN INSTALLATION SECTION A THE TABULATED ANCHORAGE ALLOWABLE !SHEAR LOAD. • �� (GARAGE CURB SHOWN. OTHER 7. CONCRETE EDGE DISTANCE FOR ANCHORS MUST COMPLY WITH ACI 318-19 SECTION 17.9.Z ACI 318-14 SECTION � J Z
<br />W
<br />. 4 , FOOTING TYPES SIMILAR. 17.7.2 AND ACI 318-11 0.8.2. 1 <
<br />° `` co
<br />yzW 'f �' :. •� T STRONG -WALL ANC HOR B OLT SHEAR ANCHORAGE 4 w
<br />S EEL
<br />W B �2W DIAMETER SSWHSR_KT SSWHSR AND SSWT EXTERIOR SSWTPF PANEL o
<br />0 a
<br />SEE TABLES BELOW FOR DIMENSIONS LENGTH SSWAB ASSEMBLY INSTALLATION FORM INSTALLATION 0,00
<br />Q 0L
<br />FOUNDATION PLAN VIEW # W. LL.I
<br />1 36 ? 24 TOP OF CONCRETE O W
<br />„
<br />STEEL STRONG -WALL ANC HORAGE SOLUTIONS FOR 2500
<br />PSI C O N C BETE
<br />DESIGN
<br />CR17EFJA
<br />CONCRETE
<br />CONDITION
<br />ANCHOR
<br />STRENGTH
<br />SSWAB ;Y4s ANCHOR
<br />OLT
<br />SSWAB 1" ANCHOR
<br />BOLT
<br />ASD
<br />ALLABLE
<br />UPLIFT (Ibs)
<br />n
<br />(in)
<br />( )
<br />ASD
<br />ALLOWABLE
<br />UPLIFT (Ibs)
<br />n
<br />O)
<br />de
<br />On)
<br />SEISMIC
<br />CRACKED
<br />STANDARD
<br />8,800
<br />22
<br />1 8
<br />16,100
<br />9,600
<br />24
<br />8
<br />17,100
<br />HIGH STRENGTH
<br />18,500
<br />36
<br />12
<br />33,000
<br />19,900
<br />38
<br />13
<br />35,300
<br />54
<br />18
<br />UNCRACKED
<br />STANDARD
<br />8,800
<br />19
<br />7
<br />15,700
<br />28
<br />1 1
<br />9,600
<br />21
<br />7
<br />17,100
<br />1 1
<br />HIGH STRENGTH
<br />18,300
<br />31
<br />11
<br />32,300
<br />441
<br />15
<br />19,900
<br />33
<br />11
<br />35,300
<br />47
<br />16
<br />WIND
<br />CRACKED
<br />STANDARD
<br />5,100
<br />14
<br />6
<br />1 6,200
<br />6
<br />-48
<br />6
<br />7,400
<br />18
<br />E
<br />11,400
<br />91600
<br />22
<br />8
<br />17100
<br />32
<br />11
<br />HIGH STRENGTH
<br />11.400
<br />24
<br />8
<br />00
<br />36
<br />12
<br />13,600
<br />27
<br />9
<br />2T.300
<br />42
<br />14
<br />15,900
<br />30
<br />10
<br />3T1800
<br />46
<br />16
<br />19,900
<br />35
<br />12
<br />0
<br />50
<br />17
<br />UNCRACKED
<br />STANDARD
<br />5,000
<br />12
<br />6
<br />6.400
<br />14
<br />6
<br />7,800
<br />16
<br />6
<br />12,500
<br />22
<br />8
<br />9,600
<br />19
<br />7
<br />17,100
<br />2.8
<br />10
<br />HIGH STRENGTH
<br />12,500
<br />22
<br />5
<br />1 21,900
<br />32
<br />11
<br />14,300
<br />24
<br />8
<br />26,400
<br />36
<br />12
<br />17,000
<br />27
<br />9
<br />31,500
<br />1 40
<br />14
<br />19,900
<br />10
<br />35,300
<br />1 4
<br />2X4 PREATTACHED Hs _ 3 = Z
<br />STUD FOR MODELS UP
<br />TO 10 FEET TALL 3 - HS ON HIGH 3 HX ON ° '� 0
<br />B STRENGTH MODELS = EXTENSION KIT TOP R 1 1 Q Z
<br />CONCRETE 1 _ L..LI W
<br />° (2 jr SSWAB for SSW12
<br />3Y2" x 0 0 C TOP OF CONCRETE SSWHSR (2) 1' SSWAB for SSW15,
<br />If 11 HEAVY HEX NUT FIXED aS11Y18, SSW21, SSW24 ^
<br />LENGTH IN PLACE ON ALL QT] �2) ?4 SSWAB for SSW12SSWAB ANCHOR BOLTS CUT TO LENGTH - _ 21" SSWAB for SSM,%,
<br />LDrG•IH HEAVY HEX NUT FIXED AS NECESSARY
<br />2X8 PREATTACHED IN PLACE ON ALL I 3" SSW18, SSW21, SSW24
<br />STUD FOR MODELS I SSWAB ANCHOR BOLTS
<br />TALLER THAN 10 FEET Y4- OR 1" HIGH
<br />STRENGTH ROD ASSEMBLY Ie = �I I
<br />STEEL STRONG -WALL ANCHOR BOLT LAYOUT HEAVY HEX NUT SSWAB le p STRENGTH •
<br />- + SSWHSR 1e+3Of
<br />DISTANCE FROM
<br />DISTANCE FROM
<br />DISTANCE FROM
<br />EXTERIOR FACE
<br />WALL
<br />END OF WALL TO
<br />C ENTER TO
<br />OF WALL TO
<br />MODEL
<br />CENTER OF
<br />CENTER OF
<br />CENTER OF ALL
<br />SSWA138 (A) On.)
<br />SSWAB (B) (in.)
<br />SSWA13s (C) (M.)
<br />SSW12
<br />2%
<br />6 %
<br />2
<br />SSw15
<br />2%
<br />9Y4
<br />1
<br />SSWAB
<br />2%
<br />12Y4
<br />1%
<br />SSW
<br />2 %
<br />15Ya
<br />136
<br />SSW24
<br />23/
<br />18y
<br />13/
<br />NOTES :
<br />1. ANCHORAGE DESIGNS CONFORM TO ACI 318-19, ACI 318-14 AND ACI 318-11 APPENDIX D WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR
<br />UNCRACKED CONCRETE AS NOTED.
<br />2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF SSWAB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449).
<br />3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS.
<br />SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-19 SECTION 17.10.5.3, ACI 318-14 SECTION 17.2.14.3 AND ACI 318-11 SECTION D.3.3.4.
<br />4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C.
<br />& FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE DESIGNER MAY SPECIFY
<br />ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT.
<br />8. REFER TO f /SSWT FOR Co.
<br />- � PLATE WASHER COUPLO2 NUT �
<br />SSWAB SSWT INTERIOR INSTALLATION
<br />0 0
<br />HEAVY HEX NUT
<br />o HIGH STRENGTH SSWT B IC K
<br />STEEL STRONG-
<br />WALL WIDTH
<br />MODEL NO.
<br />DIAMETER
<br />LENGTH
<br />I,.
<br />12" MODEL
<br />SSWAB3/4x24
<br />_"
<br />24"
<br />19'
<br />SSWAB3/4x24HS
<br />3/"
<br />24"
<br />19"
<br />SSWAB3/,4xxn3O
<br />%a"
<br />30"
<br />25"
<br />SSWAB3/4xXHS
<br />3i4,.
<br />30"
<br />25"
<br />SSWAB3/4x38HS
<br />36"
<br />310'
<br />5", 18", 21" AND
<br />24" MODELS
<br />SSWA81 x24
<br />1s
<br />24"
<br />19"
<br />SSWAB1x24HS
<br />1"
<br />24"
<br />19"
<br />SSWAB1x30
<br />1"
<br />30"
<br />25"
<br />SSWAB1x30HS
<br />1a
<br />30"
<br />25"
<br />SSWAB1x38HS
<br />1'
<br />360'
<br />31a
<br />COUPIIx NUT L R
<br />LEDGE INSTALLATION
<br />NAME
<br />(2) �Y SSWAB for SSW12 DATE
<br />(2) 1" SSWAB for SSW15, 03-16-2021
<br />o SCALE
<br />SSW & SSW21, SSW24 (2) * SSWAB for SSW12 N.T.S.
<br />2 1" SSWAB for SSW15, CHECKED
<br />SSW18 SSW21 SSW24
<br />SSW WIDTH
<br />MODEL NO.
<br />DIAMETER
<br />TOTAL
<br />LENGTH
<br />6
<br />SSWHSR3/4-2KT
<br />Y4"
<br />24"
<br />21"
<br />12" MODEL
<br />SSWHSR3/4-3KT
<br />Y4"
<br />36"
<br />33"
<br />1'5", 18", 21"
<br />SSWHSRI-2KT
<br />1"
<br />24"
<br />21"
<br />AND
<br />24" MODELS
<br />SSWHSRI-3A(T
<br />1"
<br />36"
<br />33'
<br />2x2 ,
<br />SHEET
<br />• •°♦ SSW1
<br />A j+
<br />OF SHEETS
<br />SOB Na.
<br />SSWAB TENSION ANCHORAGE SCHEDULE 2500 PSI 2 SSW ANCHOR BOLTS 5 SSW ANCHOR BOLT EXTENSION 1 6 SSW ANCHOR BOLT TEMPLATES �
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