Simpson Strong-Tie Wood Construction Connectors

Simpson Strong-Tie ® Wood Construction Connectors

SAR

Shallow Anchor Rod

SAR anchor rods are for use with the ABL anchor bolt locator. They combine to make an economical podium-deck anchorage solution. Anchorage specification is per designer. Features: • Proprietary, pre-attached plate washer • Available in standard or high strength • Anchor rod diameters from ½" to 1¼" • Standard lengths available 18", 24", 30" or 36" • Specify “HDG” for hot-dip galvanized

. 2 1

2 " CLEAR,

#5 BAR ANCHOR REINFORCEMENT, PIECES 'A' SEE DETAIL 4

A

A

w/ +/- 1

2 " TOLERANCE, TYP.

A

A

3 SA1

SHALLOW ANCHOR

SA1-4H-24KT PER

SEE DETAIL

B

B

#5 BAR ANCHOR REINFORCEMENT, PIECES 'B' & 'C', SEE DETAIL 4

w/ +/- 1 2 "

TOLERANCE, TYP.

LOCATE SHALLOW ANCHOR AS SHOWN

EDGE OF CONCETE EDGE OF CONCETE .

EDGE OF CONCETE TYPICAL MID SLAB PARTIAL PLAN DETAIL SEE DETAIL

2 1 2 ", TYP.

SHALLOW ANCHOR

11/2/15 UPDATED REINF.

. 2 1 2 " CLEAR, TYP. 2 1 2 " CLEAR, TYP. .

CONCRETE SLAB EDGE

#4 BAR HAIRPIN REINFORCEMENT BELOW

B

. CLR BOT. COVER .

13"

SHALLOW ANCHOR

CENTER ANCHOR BOLT WITH ANCHOR REINF. PIECE 'A' SEE DETAIL 8

ANCHOR

BOLT EDGE DISTANCE

10" WIDE BAND, SEE SEC A-A SIMILAR

#4 BAR HAIRPIN REINFORCEMENT SEE DETAIL 7

CONCRETE SLAB EDGE

NEAR EDGE 1- LAYER PLAN

2 3 4 " ANCHOR

BOLT EDGE DISTANCE

B

#5 BAR ANCHOR REINFORCEMENT, SEE DETAIL 8

#4 HAIRPIN BOT SEE DETAIL 7

SHALLOW ANCHOR FOR PERPENDICULAR TO EDGE SLAB FLEXURAL EINFORCEMENT BY REGISTERED DESIGN #4 HAIRPIN BOT 13"

ALL FLEXURAL REINF. TO TERMINATE AT EDGE WITH A STANDARD HOOK.

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN

3

2

4 "

SEE DETAIL

Concrete Connectors and Anchors

6 SA1

SA1-4H-24KT PER

1 1 4 " SIDE COVER MIN TO ANCHOR REINF.

2.75" MIN.

FLEXURAL REINFORCEMENT NOT SHOWN IN PLAN FOR CLARITY

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL. AT MINIMUM, 4-#5 TO BE PLACED AT TOP EACH WAY, CENTERED ON THE ANCHOR, L = (3 X t) + (2.25 X t) + (2 X l d ) FOR PARALLEL TO EDGE & L = (3 X t) + (2.25 X t) + l d PERP. TO EDGE.

Etching provides for easy identification

EDGE OF CONCETE TYPICAL EDGE OF SLAB PARTIAL PLAN DETAIL

#5 BAR ANCHOR REINF. PIECE 'A', SEE DETAIL 8

#5 BAR ANCHOR REINFORCEMENT, SEE DETAIL 4

AWAY FROM EDGE 6-BAR PLAN

SHALLOW ANCHOR FOR PERPENDICULAR TO EDGE, SECTION B-B

NEAR EDGE 1- LAYER, SECTION B-B

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL. AT MINIMUM, 8-#5 TO BE PLACED @ TOP EACH WAY, CENTERED ON THE ANCHOR, L = (3 X t) + (2.25 X t) + (2 X l d ).

13"

4-#5 MINIMUM @ TOP TO BE PLACED EACH WAY IN 10" WIDE BANDS

MINIMUM EDGE DISTANCE = 1.5t SHALLOW ANCHOR

#4 HAIRPIN BOT SEE DETAIL 7

*8-#5 MINIMUM @ TOP TO BE PLACED EACH WAY IN 20" WIDE BANDS

MINIMUM EDGE DISTANCE = 4t

MINIMUM EDGE DISTANCE = 3.5t

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL

SHALLOW ANCHOR

#5 BAR ANCHOR REINF. PIECES 'B' & 'C', SEE DETAIL 4

SHALLOW ANCHOR #5 BAR ANCHOR REINFORCEMENT, SEE DETAIL 8

t

10 SA1

SA1-4H-24KT PER

t

SHALLOW ANCHOR FOR PERPENDICULAR TO EDGE, SECTION A-A

10

t

#5 BAR ANCHOR REINFORCEMENT PARALLEL TO EDGE, SEE DETAIL 8

#4 HAIRPIN BOT

. .

#5 BAR ANCHOR REINFORCEMENT, SEE DETAIL 8

NEAR EDGE 1- LAYER, SECTION A-A

6

A

A

*NOTE:FOR WIND & SDC A&B DESIGNS, MIN TOP BARS TO BE MINIMUM 4-#5 SPACED IN A 10" WIDE BAND.

EDGE OF CONCETE

® ®

CLR BOT. COVER

#5 BAR ANCHOR REINFORCEMENT, PIECES 'A,' SEE DETAIL 8

AWAY FROM EDGE 6-BAR SECTION

3

#5 BAR ANCHOR REINFORCEMENT, PIECES 'B' & 'C', SEE DETAIL 4

SEE DETAIL

B

A

A

EDGE OF CONCETE TYPICAL WALL PERPENDICULAR TO SLAB EDGE

® ®

. 2 1

2 " CLEAR,

B

w/ +/- 1

2 " TOLERANCE, TYP.

w/ +/- 1 2 "

TYPICAL PLAN LAYOUTS OF SHALLOW ANCHOR SOLUTIONS

C

TOLERANCE, TYP.

NAMING LEGEND SA1 - 4H - 24KT

#4 BAR HAIRPIN REINFORCEMENT, SEE DETAIL 7

2 1 2 " , TYP.

SHALLOW ANCHOR WITH 1 INCH CLEAR FROM BOT. OF NUT TO FACE OF CONCRETE

SHALLOW ANCHOR

KIT LENGTH OF ANCHOR HIGH STRENGTH IF REQ. ROD DIA. IN 1

CENTER SHALLOW ANCHOR WITH ANCHOR REINF.

CONCRETE SLAB EDGE 13" ANCHOR BOLT EDGE DISTANCE

8 " INCREMENTS

SHALLOW ANCHOR

#4 BAR HAIRPIN REINFORCEMENT BELOW

(EXAMPLE 4 = 4

1 2 " DIA. ROD)

8 " OR

CENTER ANCHOR BOLT WITH ANCHOR REINF. PIECE 'A'

DIAMETER

B

SHALLOW ANCHOR

CONCRETE SLAB EDGE

B

.

LENGTH

SHALLOW ANCHOR FOR PERPENDICULAR TO EDGE, 1- LAYER PLAN

FLEXURAL REINFORCEMENT NOT SHOWN IN PLAN FOR CLARITY

ALL FLEXURAL REINF. TO TERMINATE AT EDGE WITH A STANDARD HOOK

18

8

NEAR EDGE ANCHOR BOLT PLAN

13"

2 3 4 " ANCHOR

BOLT EDGE DISTANCE

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN

#4 HAIRPIN BOT

HS

#4 HAIRPIN TOP & BOT SEE DETAIL 7

#5 BAR ANCHOR REINFORCEMENT, SEE DETAIL 8

2 3

4 "

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL

HS ON HIGH STRENGTH MODELS

#5 BAR ANCHOR REINF. PIECES 'B' & 'C', SEE DETAIL 4 #5 BAR ANCHOR REINF. PIECE 'A', SEE DETAIL 8

TYPICAL SAR HEAD STAMP

TYPICAL SHALLOW ANCHOR KIT

B

NOTES FOR CONSTRUCTION: 1. SIMPSON STRONG-TIE ® SHALLOW ANCHOR ROD (SAR): ANCHOR ROD AND PLATE WASHER ASSEMBLY ARE MANUFACTURED BY SIMPSON STRONG-TIE AND IS TO BE USED WITH THE SIMPSON STRONG-TIE ANCHOR BOLT LOCATOR (ABL). a. STANDARD STRENGTH ANCHOR ROD STEEL: ASTM F1554 GR 36 OR ASTM A307 GRADE A, FY MIN = 36 KSI, FU MIN = 58 KSI. b. HIGH STRENGTH ANCHOR ROD STEEL: Ø ≤ 1”: ASTM A449, F Y MIN = 92 KSI, F U MIN = 120 KSI. Ø > 1”: ASTM A193 GRADE B7 OR ASTM F1554 GRADE 105, F Y MIN = 105 KSI, F U MIN = 125 KSI. 2. ANCHOR REINFORCEMENT: a. ANCHOR REINFORCEMENT SHALL BE PROVIDED BY THE CONTRACTOR. ALL ANCHOR REINFORCEMENT AND REINFORCEMENT SPECIFIED IN THESE DETAILS SHALL BE ASTM A615 GRADE 60 MINIMUM. THIS REINFORCEMENT SHALL BE SECURED PRIOR TO PLACEMENT OF CONCRETE TO PREVENT MOVEMENT DURING CONSTRUCTION. WHERE EPOXY COATING APPLIES PER PROJECT SPECIFICATIONS, DEVELOPMENT LENGTH (l d ) DIMENSIONS SHOWN IN DETAILS 7 AND 8 SHALL BE MODIFIED BY THE PROJECT REGISTERED DESIGN PROFESSIONAL. b. TOLERANCES OF ANCHOR REINFORCEMENT PLACEMENT: SEE DETAILS FOR SPECIFIC PLACEMENT TOLERANCES. GENERAL INTENT IS TO MAINTAIN THE ANCHOR REINFORCEMENT ASSEMBLY IN A UNIFORM PATTERN SURROUNDING THE SHALLOW ANCHOR ROD AS IS GRAPHICALLY SHOWN IN THE DETAILS. c. CONCRETE COVER: ANCHORAGE DESIGNS ARE BASED ON A BOTTOM COVER OF ¾” TO THE ANCHOR REINFORCEMENT (FOR SLABS NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND). VERIFY WITH PROJECT SPECIFIED COVER REQUIREMENTS AND COORDINATE WITH THE PROJECT REGISTERED DESIGN PROFESSIONAL. d. OVERLAPPING ANCHOR REINFORCEMENT ASSEMBLIES: WHERE ANCHOR REINFORCEMENT ASSEMBLIES ARE OVERLAPPING, SEE PROJECT REGISTERED DESIGN PROFESSIONAL. e. FOR MISINSTALLATIONS AND INSTALLATIONS NOT REPRESENTED IN THESE DETAILS, SEE PROJECT REGISTERED DESIGN PROFESSIONAL. f. DIMENSIONS AND DISCREPANCIES: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY ANCHOR REINFORCEMENT ASSEMBLIES. IF ANY DISCREPANCIES ARE FOUND THEY SHOULD BE BROUGHT TO THE ATTENTION OF THE PROJECT REGISTERED DESIGN PROFESSIONAL FOR CLARIFICATION PRIOR TO CONSTRUCTION. g. SLAB PENETRATIONS: UNLESS AUTHORIZED BY PROJECT REGISTERED DESIGN PROFESSIONAL, NO VERTICAL SLAB PENETRATIONS TO BE WITHIN A DIMENSION EQUAL TO 4 X SLAB THICKNESS FROM THE ANCHOR BOLT. 3. SLAB FLEXURAL REINFORCEMENT: SHALL BE SPECIFIED BY THE PROJECT REGISTERED DESIGN PROFESSIONAL. 4. CONCRETE: STRENGTH AND QUALITY PER PROJECT SPECIFICATIONS AND STRUCTURAL GENERAL NOTES.

SHALLOW ANCHOR FOR PERP TO EDGE, 1- LAYER, SECTION B-B

FLEXURAL REINFORCEMENT NOT SHOWN IN PLAN FOR CLARITY

NEAR EDGE ANCHOR BOLT ONLY SECTION B-B

AT MINIMUM, 4-#5 TO BE PLACED AT TOP EACH WAY, CENTERED ON THE ANCHOR, L = (3 x t) + (2 x l d ) FOR PARALLEL TO EDGE & L = (3 x t) + l d PERP. TO EDGE.

4-#5 MINIMUM @ TOP TO BE PLACED EACH WAY IN 10" WIDE BANDS

MINIMUM EDGE DISTANCE = 4t

MINIMUM EDGE DISTANCE = 1.5t SHALLOW ANCHOR

AWAY FROM EDGE 4-BAR PLAN

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN

*8-#5 MINIMUM @ TOP TO BE PLACED EACH WAY IN 20" WIDE BANDS

#4 HAIRPIN TOP & BOT SEE DETAIL 7

SHALLOW ANCHOR

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL

#5 BAR ANCHOR REINF. PIECES 'B' & 'C', SEE DETAIL 4

PROFESSIONAL.AT MINIMUM, 8-#5 TO BE PLACED @ TOP EACH WAY, CENTERED ON THE ANCHOR, L = (3 X t) + (2.25 X t) + (2 X l d ).

MINIMUM EDGE DISTANCE = 3.5t

#5 BAR ANCHOR

REINF. PIECE 'A' PARALLEL TO EDGE, SEE DETAIL 8

SHALLOW ANCHOR #5 BAR ANCHOR REINFORCEMENT, SEE DETAIL 8

t

t

#4 HAIRPIN BOT

NEAR EDGE ANCHOR BOLT ONLY SECTION A-A

5

NEAR EDGE 1- LAYER, SECTION A-A

9

t

6d b BEND DIAMETER TYPICAL

11"

5

4

8 "

l d (in.)

CONCRETE STRENGTH (psi)

1

l d

1

1

l d

#5 BAR ANCHOR REINFORCEMENT, SEE DETAIL 8

SAR US Patent Pending

1

*NOTE:FOR WIND & SDC A&B DESIGNS, MIN TOP BARS TO BE MINIMUM 4-#5 SPACED IN A 10" WIDE BAND.

27 25 21 19

2,500 3,000 4,000 5,000

CLR BOT. COVER

h

h = OVERALL HEIGHT = t - (3"+

AWAY FROM EDGE 4-BAR SECTION

2

h + 1 1

4 "

*h = OVERALL HEIGHT = t - (2.25"+

BOT. COVER)

L

BOT. COVER)

L

MINIMUM EDGE DISTANCE = 1.5t

L= 2(h+1 1

4 ") + 2(l d ) + 11"

*NOTE: WHEN LABELED AS PIECE 'A' AT EDGE, h = t - (1.5" + BOT. COVER)

L= 2(h+1 1

4 ") + 2(l d ) + 4 5

8 "

ELEVATION VIEW, OF PIECES 'B' & 'C' PRIOR TO HORIZONTAL BENDS

L = 2(h + 1 1

5

4 ") + 2(l d ) + 4

8 "

8

FULL LENGTH ANCHOR REINFORCEMENT

SLAB FLEXURAL REINFORCEMENT BY REGISTERED DESIGN PROFESSIONAL

SHALLOW ANCHOR

1 1

2

CONCRETE STRENGTH (psi)

6d b BEND DIAMETER TYPICAL

l d (in)

1

BEND DIAMETER, D = 3"

VERTICAL BEND LOCATIONS

VERTICAL BEND LOCATIONS

SA1

27 25 21 19

2,500 3,000 4,000 5,000 L = (h + 1 1

d

e

0

7

g

.

~

.

t

l d

1 1

#4 BAR HAIRPIN REINFORCEMENT

PLAN VIEW, PIECE 'C'

PLAN VIEW, PIECE 'B'

4 ") + (l d ) + h/2

ANCHOR REINFORCEMENT AT EDGES, PIECES B & C

AWAY FROM EDGE ANCHOR BOLT ONLY

4

7

1

A

HAIRPIN REINFORCEMENT AT EDGES

Reference the Shallow Anchor Solutions details for more information. Visit strongtie.com/sardetails.

Proprietary, preattached plate washer

ABL Anchor Bolt Locator

The ABL enables the accurate and secure placement of anchor bolts on concrete-deck forms prior to concrete placement. The structural heavy-hex nut is attached to a pre-formed steel “chair,” which eliminates the need for an additional nut on the bottom of the anchor bolt. Electro-galvanized versions available for HDG anchor bolts. Order ABL-OST when using HDG anchor bolts. Features: • Designed for optimum concrete flow. • Installed with (2) nails or (2) screws. • Meets code requirement for 1" stand off. • The ABL is designed for use with SAR anchors. Material: Nut — heavy hex; chair — steel Finish: Nut — none or electro-galvanized; chair — G90; ABL-OST — HDG

Anchor Bolt Diameter (in.)

Model No.

ABL4-1

1/2

ABL5-1

5/8

ABL6-1

3/4

ABL7-1

7/8

ABL8-1

1

ABL US Patents 8,621,816 and 8,381,482

ABL9-1

1 1/8

ABL10-1

1 1/4

The Shallow Podium Slab anchor kit includes the patented Anchor Bolt Locator (ABL) and patent-pending Shallow Anchor Rod (SAR). Uniquely suited for installation to concrete- deck forms, the ABL enables accurate and secure placement of anchor bolts. The structural heavy hex nut is attached to a pre-formed steel “chair” and becomes the bottom nut of the anchor assembly. The shallow anchor is provided with a plate washer fixed in place that attaches on the ABL nut when assembled and increases the anchor breakout and pullout capacity. The shallow anchor is easily installed before or after placement of the slab reinforcing steel or tendons. Where higher anchor capacities are needed such as at edge conditions or to meet seismic ductility requirements, the anchor kit is combined with anchor reinforcement. Shallow Podium Slab Anchor Kit

Shallow Podium Slab Anchor Kit

C-C-2021 ©2021 SIMPSON STRONG-TIE COMPANY INC.

Naming Legend

SA1OST-8H-18KT

Kit (includes ABL and SAR)

Shallow Anchor

Standoff (1 for 1" cover) Oversize Threads (When hot-dip galvanized anchors are specified)

Length (18", 24", 30", 36")

Rod Diameter in 1⁄8 " Increments (Ex: 8 = 8⁄8 " or 1") High Strength

40