HomeMy WebLinkAbout16-3126 Plans �' CHNI Engineers, Inc.
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VEERS/PLANNERS SURVEYORS
EHNI Engineers, Inc.
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621 North College Road.Suite 100 Twn Fells,Idaho 83301 208/734-4888 FAX 208/734-6049
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ENGINEERS PLANNERS SURVEYORS
YEHNI Engineers, Inc.
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621 North College Road,Slate 100 Twin Falls.Idaho 83301 20B/734 4888 FAX 2013/734-6049
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ENGINEERS PLANNERS SURVEYORS
• •n Strong-WAnchoring&Fastening Systems forCD onry
SET Epoxy Adhesive ,
e
SET is a high-strength, non-shrink,epoxy-based adhesive formulated for anchoring and doweling threaded rod
and rebar Resin and hardener are dispensed and mixed simultaneously through the mixing nozzle
Features
• Code listed under the IBC/IRC for URM per CC-ES ESR-1772
• Meets or exceeds the requ rements of ASTM C881 specification for
U) Type I and IV,Grade 3,Class C
0 • Cure times-24 hours at 65'F 72 hours at 40 F
U • Easy hole-cleaning procedure-no power-brushing requ red
Q • Suitable for use in damp or wet anchor riles
• When properly mixed,adhesive will be a uniform gray color -�
• Available in 22 oz.and 56 oz,cartridges for application versat.",ty
(� • Manufactured in the USA using global materials
� P�11'l'TT�Ttt
� Applications
Q • Threaded rod anchoring and rebar doweling into concrete,masonry
and URM(red brick)
• Pick-proof sealant around doors,windows and fixtures SET
• Paste-over for crack injection preparation
• Bonding hardened concrete to hardened concrete "
Anchoring Adhesive
• CalTrans and multiple DOT list ngs refer to www stmnglie com/DOT ~;
�e i
Codes:ICC-ES ESR-1772(unreinforced masonry); Florida � -
FL15730.5;AASHTO M-235 and ASTM C881 (Type I and IV,Grade , . ,:
3, Class C);CarTrans Approved; Multiple DOT listings; NSF/ANSI
Standard 61 (216 in.'/1,000 gal.)
Chemical Resistance _
t �
Sergi pages 320-321.
Installation and Application Instructions
(See also pages 124-127.)
• Surfaces to receive epoxy must be clean. n
• Base material temperature must be 40`F or above at the time of installation
For best rn,ulls,material should be 70'-80 F at time of application it K
• To warm cold material,store cartridges in a warm uniformly heated area or SET Adhesive
storage container Do not immerse cartridges in water to facilitate warm ng.
• Mixed material in nozzle can harden in 30 minutes at temperatures of 702F
and above.
Design Example
See page 324
Suggested Specifications
See www.strongtie.com for more information.
1102
I
Simpson • •-TO Anchoring&Faste nin• Systems for Concreteand Masonry7f
SET Epoxy Adhesive t r
Test Criteria
Anchors installed with SET adhesive have been tested in accordance with ICC-ES
Acceptance Criteria for Anchors in Unreinforced Masonry Elements(AC60).
Property Test Method Result'
Consistency ASTM C881 Non-sag/thixotropic paste
Heat deflection temperature ASTM D648 136°F(58•C) rA
3,218 psi(2 days)
Bond strength(moist cure) ASTM C882 3,366 psi(14 days) U
Water absorption ASTM D570 0.11%(24 hours)
Q
Compressive yield strength ASTM D695 5,065 psi(24 hours) ;
12,650 psi(7 days)
.y
Compressive modulus ASTM 0695 439.000 psi(7 days) _
Shore D Durometer ASTM D2240 81 V
30 minutes-60 gram mass Q
Gel time(75°F} ASTM C881 60 minutes-thin film
1/OC ASTM 02369 6 g/L
I 'Material and curing conditions:73:2°F,unless otherwise noted.
SET Cartridge System
ModEl Capacity
CarlijdqeTypP Carton OLiantity D'Ispo n sing Tf)DIS Nxing Nozz
No, r
SE1722 i 22 Side-byside 10 EDT22S,EDTA22CKT EMN22i
- NI N' —' 22 Side-by-side 10 - EDTA22P A EMN221
+SET56 56 Side-by-side 6 EDTA56P- ENIN50
1 Cartridge estimation guidelines are available at vnvw strongtie.coffvapps
2 Detailed information on dispensing tools mixing nozzles and other adhesive accessories is available on I
pages 128 through 135.or at vrvnv st(orgtie corn.
3 U only Simpson Strong-Tie'muting nozzles in accordance with Simpson Sirong•Tte instructions r
Modification Or Improper use of mixing nozzle may impair SET adhesive performance
4 One EMN22i mixing nozzle and one nozzle extension are supplied with each cartridge �
Cure ScheduleBase Matpdal
i
t
40 4 72
65 18 24 - -- j
— — 85 i 29 20 — --�I
90 1— — 32 -- --- 16. --
For vraler•seturajed concrele fincludirtg damp and water-filled holes),the cure times must be doubled.
I
In-Service Temperature Sensitivity l
TemperatureBase Nlateria' Percent
.r
r •
40 4 _ _ 100% --- --
-- -70---— — —_ .----100%
- -- 110 43 100%
135 _ __ _ 57 _ —�—_— 759E_—
--- =-1 ------- — --- 66 - ---— - - 44% - - — -
82
1.Peter to temperature sensilWity chad for allowable bond strength reduction for temperature.See page ux for more information-
2.Percent allmvable load fray be linearly interpolated for intermediate base material temperatures.
3•c=rF•32)1 1,8
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Sim
• r • • Anchoring and Fastening Systems for • • Uasonry
Wedge-AII® Wedge Anchor
e
A non-bottom-beanng,wedge-style expans on anchor for use in solid concrete or grout-filled masonry.
The Wedge-All"wedge anchor Is available in carbon steel with zinc or mechanically galvanized coating,
as well as Types 303/304 and Type 316 stainless steel.Threaded studs are set by tightening the nut to
the specified torque The Wedge-AP Is code'isted for grout-filled masonry applications
Features
• Code-[sled under IBC/IRC for grout-fired CMU per ICC-ES
ESR-1396
• One-piece,wrap-around cl p ensures uniform holding capacity
• Threaded end Is chamfered for ease of starting nut
U) • Available In a wide range of diameters and lengths
0 Codes:ICC-ES ESR-1396(CMU);Florida FL-15730.7; FM 3017082
} and 3131136; UL File Ex3605; Mulitiple DOT listings; meets the
Qrequirements of Federal Specification A-A-1923A,Type 4 _1
Material:Carbon or stainless steel(Types 303/304,Type 316)
U Coating:Carbon steel anchors are available zinc plated or Head Stamp
� mechanically galvanized The head Is stamped with
c Dt u= FiH the length Identification letter
tutu MMID
(1) Installation
Do not use an impact wrench to set or tighten anchors
Caution:Oversized holes in the base material vrin make it difficult to set the anchor
t� and vn,t reduce the anchor's load capacity
1.Drill a hole In base material using a carbide drill bit the same diameter t f
as the nominal diameter of the anchor to be installed.Drill the hole to
the specified embedment depth,and blow it clean using compressed
air.(Overhead installations need not be blown clean,)Alternatively,drill
the hole deep enough to accommodate the embedment depth and the
dust from drilling.
2.Assemble the anchor with nut and washer so the top of the nut is flush
with the top of the anchor.Place the anchor in the fixture,and drive it
into the hole until the washer and nut are tight against the fixture. `I�s
3.Tighten to the required installation torque.
Wedge-All"Anchor
Installation Sequence
0 00 0 OO o 00 O
.Qv 0 . °O 0 °0 0 °O 0 DO
•D O 0. ° o 0 o ao D v.*D°= o Wedge-All"Anchor l Q° O° QInstallation Data
r-O•e O .° •0•e 0 .° .0• 0 0 .° .o• . O .o
p0 0 0° c D° �O C °O° O"r Do C e1a 0. 00 nR-
4° o Q° a O° o Q° o.
° • °
c
U1
O c 0 a O .o O o D •o.°o O .o O o Drill Bit Size(in.) !�• lh 4'e 3'i Ve 1 1!�i
p o0 •0 e0 -0 oD -0 00
00 '° V 00 .0 •0 00 •v b 00 'o o Min.Fixture Hole(in) Via 'As 9/is 1%a % 1 1'/e 13s
e . • °o ° • . °•.•0 e • ' °o ° • ••e D
D p • O p• r0 o O •° 00•° O •O °O a Wfertcll Slze Gn 1 T/I6 9/t6 3✓4 15/16 1'/a 1 18 1�tl 1 r/8
Length Identification Head Marks on Wedge-All"Anchors(coor�rreesponds to length of anchor — inches).
From 1!h 2 21� 3 31 4 451, 5 51i 6 61, 7 7!: 8 91: 10 1t 12 13 14 15 16 1/ 18
Up 70
But Not 2 21h 3 31h 4 41h 5 5/h 6 61h 7 71h 8 81h 9 91h 1 o 11 12 13 14 15 16 17 18 19
Including
164
• • r • • • _ • g.Systerns for • • Masonry • M61
Wedge-AIl° Wedge Anchor : n
Wedge-All Anchor Product Data — Carbon Steel:
Zinc Plated and Mechanically Galvanized Material Specifications T
, � �4 .
'.x 1?i — %'dA251341.1G 'S 16 100 500 ' • �� � - r i�
'S x 24 — VIA25214MG '. 1 7'16 100 500 f,laterial Maels Carbon Steel Carbon Steel Carbon Steel
x 3'.: VJA25314rvlG 27,'rs 100 500 minimum AST
Gr A 563
rr,
70,000 psi Grade A
-%x 2'/• WA37214 WA37214MG 1 ti, 50 250 tensile
%x2Y4 WA37234 WA37234MG 1Sh 50 250 =lrength
3/a x 3 WA37300 WA37300MG 11/8 50 250 i Application:
l
3h x 3'h WA37312 WA37312MG �e 2'h Interior environment 50 250 j + l0:^1 level of corrosion UJ
3,4x3Y+ WA37334 WA37334MG 2% 50 250 resistance Seepage
36 x 5 WA37500 WA37500MG 37/a 50 200 316 for more corrosion r"
%x 7 WA37700 WA37700MG 57/e 50 200 informaton
Yz x 23: WA50234 VIA50234MG 1�16 25 125 :
'4 x 33: WA50334 1WA50334F,1G T'16 25 125 - o
vz x 41.+4 VJA50414 VJA504103G 21?16 25 103
55'z 1VA50512 4VA50512f:1G 4:56 25 100
'h x 7 WA50700 W '/z A50700MG 49',6 25 100
!4 x 8',i WA50812 VJA508121dG 6 25 50 1 {�
'4 x 10 WA50100 WA50100MG 6 25 50 _ �.{
112 x 12 WA50120 WA50120MG 6 25 50
sib x 3'h WA62312 WA62312MG 17/8 20 80
5A x 4'h %VA62412 WA62412MG 27/a 20 80
%x 5 WA62500 WA62500MG TY& 20 80 f"
;ix 6 WA62GOO kVA62600r3G Sb 411; 20 80 — r
%x 7 WAG2700 WA62700MG 53A 20 80
%x 8'h WA62812 WAG2612MG 6 20 40
SAX 10 WAG2100 WA621 ONG 6 10 20
,ix 12 WA62120 WA62120MG 6 10 20
!'A x 41'+ VJA75414 WA75414MG 2'b 10 40 Material Specifications
;,x 43S V.105434 WA754340G 2'/a ti 40
3',x 5'h WA75512 IWA75512MG 3% 10 40
?.x 61,1. VIA75614 VJA756141•IG 43 a 10 40
,
3i x 7 VJA75700 VJA757001v1G 511 10 40 t1aterial Meets Carbon Steel Carbon Seel Carbon Sleel
314 x 8'h VJA75812 %1105812MG 6 10 20 nunimum ASTM A 563
T5 x 10 V-A75100 WA75100t.4 6 10 20 70.000 psi Grade A
tensile
?;x 12 NA75120 VJA75120F.1G 6 5 10 strength
76 x 6 WA876M WA87600MG 2'/a 5 20 f Mechanical Galvanizing meets ASTM B695.
7h x 8 WA87800 WA87800MG 7h 2'/a 5 10 Class 55.Type 1.
7/6x 10 WA87100 WAS7100MG 2Ma 5 10 Application:
7/a x 12 WA87120 WA87120MG 2'/a 5 10 Exterior unpolluted
1 M!
1 x 6 MJA16000 VJA160001.113 21,. 5 20 `" ,t 2 environment medium
1 x 9 WA19000 VIA1900041G 1 2114 5 10 level of corrosion
I x 12 VJA11200 V61A11200F16 214 10 resistance Well suited
1'/•x 9 WA12590 — 23/4 5 10 to humid environments
ilia See page 316 for wore
11/4 x 12 WA12512 23/+ 5 10 ~,t corroson information
1 The r',ublished iengttl IS the OVErall length of file anchor Allo.,1 one ar-chor diameter lot the '
riot and e:ash:r thickness plus the ffKtU:B itii-kness:.1i:n s let!ng th-min•invol length - \
t�
i
t
i
t
165
F
t,Holdowns 6.7ertslan lies r
_:u� '�i`'�lA�,M'+tea=��' �•V"'tY:.,X� �«1'•
11:YJ
Simpson Strong-Tie offers a wide variety of balled holdowns offering r w
low-delfection performance for a range of load requirements.
The HD3B is a fight-duty holdown designed for use in shearwalls and 0'
braced-wail panels,as well as other lateral applications.
ti The H05B,HD7B and H096 bolted holdowns incorporate the proven design U
tZ 0 of our HDO8 SOS-style holdown and feature a unique seat design which greatly r
e minimizes deflection under load.HDB hotdowns are self jigging,ensuring that the 59 a :� se °
code-required minimum of seven bolt diameters from the end of the post is met. I H N
They can be installed directly on the sill plate or raised above it and are suitable ! I
°b for back-to-back applications where eccentricity is a concern.HOBS are designed
to provide loads for intermediate-load-range shearwalls,braced-wall panels and
3 lateral applications. i H9
CZ
HD holdowns offer the highest allowable loads,providing high capacity for Y �
i
both vertical and horizontal applications.The HD12 and HQ19 are self jigging, �c so wa
ensuring that the code-required minimum of seven ball diameters from the end of �-
the post is met.They can be installed back-to-back when eccentricity is an issue.
MATERIAL:See table HD36
# FINISH:HD3B/HO5B/HD7B/HD9B-Galvanized; HD59
HQ—Simpson Strong Tie'gray pain) (HD7B and HD9B similar)
INSTALLATION:•See General Notes on page 45. U.S.Palents H019
•Bolt holes shall he a minimum of'VY to a maximum of'/r,' 6,006,487;6,327,831 (HO12 M#,;,,,,,,,,
larger than the bolt diameter(per 2012 NDS,section 11 13 2). similar) nwow
•Stud bolts should be snugly tightened with standard cut I> s
washers between the wood and nut(BPs are required in ;fir washers must
the City and County of Los Angeles). installed
between buh
•HD and HDB holdowns are sell-jigging and will ensure • _ r utsand rmd
minimum bolt end distance when installed flush whil ~
the sill plate } coo see
•Standard cut via her is required under the anchor nut for Horizontal HOB HD 12 with 1 anchor and HO19 with 1'a anchors �—ya qe1
CODES:See page 12 for Code Reference Key Chart. ° rorsnown Installation
(Plan View)
Stand Ito
rmndes j,
® These products are available with additional corrosion protection.Additional products on mwIt end t
distance In end of
this page may also be available with this option,check with Simpson Strong-Tie for details. posy rran post non \
lMaterial Dimensions(in.) Fasteners Minimum Allowable Tension Deflection Vertical H019 \
Model Wood at Hi
No. Base Body HB SB W H B SO Anchor Stud Member Loads(160) Allowable Rolle Installation
(in) Go Dla. Bolts Thickness DF/SP SPF/HF Load
1%: 1895 1610 0.156
® HD3B — 12 4Y 2'!: 2'/z BY, 2'/. lYe di 3e 2 Y.[:�
2'f` 2525 2145 0.169
3 3130 3050 0.120 mmw0°dber�
3'/2
3130 3050 0120 111.6'nm
2'/: 3750 3190 0129 wavws must
be Installed
l H0513 doe 10 51A 3 2'A 93A 2'f, 1 V, 2 3e 2-Y. 3 4505 3785 0.156 between�
354 4935 4195 0,150
3 6645 5650 0.142 x;
E) HD7B Y, 10 5'/, 3 2'h 12Y, 2'k 1'4 2 V, 3-35 3'!: 7310 6215 0.154
4'/, 7345 6245 0.155
3�i 7740 6580 0.159
® H09B da 7 6'/, 3'fe 2%i 14 2'/z 1'/. 23i '/e 3_V. 4'fi 9920 8435 0.178 IP3,
5'fr 9920 8430 0.17E F28,
7'/4 10035 0530 0.179 L21
3'/e 11350 g215 0171 HD3B Vertical
1 4-1 414 12665 10765 0.171 Inslallatlon
5'hx5'A 14220 12085 0,162
H012 d4 3 7 4 3'/i 20Ye 4% 2'A 3Ye 3'h 11775 9215 0.171
1 Ye 4-1 4'/e 13335 11055 0.177
7'/4 15435 13120 0.194
5'hx5'/z 15510 12690 0.162
1'/e 7'/+ 16735 14225 0,191
5-1
HD19 Y3 3 7 4 3'4 24'h 4'h 2'h 34S 5'/2x5%: 16775 12690 0.200
t VA7'/, 19360 15270 0.lao
F
5'r4x5'/z 19070 16210 0137 Q
1 To achieve published loads,machine bolts shall be installed valh the nut on the opposite
side of the holdown If reversed,the Designer shall reduce the allowable loads shown
per NDS requirements when bolt threads are in the shear plane
2 Lag bolts will not develop the listed loads
ri � 50
Simpson Sfrong-Tre"'Ancnomg and Fastening Systems for Concrete and MasonrY
Titen® Concrete and Masonry Screw
Titen_ screws are hardened s:sews for attaching all types of components to concrete and masonry.These
fasteners are commonly used In app'icatlons such as attaching etectncal boxes,light fixtures or window
frames Into concrete or masonry base materials.
Features
• Available in 3/16"and'/4"diameter s•zes
• Available in hex and Phillips Oat-head designs in two colors
• Drill bit Included with each box
Material:Carbon steel
Coating:Zinc plated with a baked-on ceramic coating U)
L
Codes:Florida FL-2355 1 O
r-
Installation U
r-
1/i� Caution:Industry studies show that hardened fasteners can expenence performance
(•;•1 problems in wet or corrosive environments.Steps must be taken to present
inadvertent sustained loads above the rsted avowable loads.overtighlening
and bending moments can initiate cracks detrimental to the hardened screN s
performance.Use the Simpson Strong Tne inslalation tool kit.It is designed to reduce
the potential for overtighlen ing the screw.
Caution:Oversized holes in the base material vrill reduce or eliminate the mechanical
interlock of the threads with the base maleriaf and veil reduce the anchor's bad
capacity. V
1 Drill a hole in the base material using the appropriate diameter
carbide drill bit as specified in the table.Drill the hole to the specified
embedment depth plus 1h'to allow the thread tapping dust to settle
and blow it clean using compressed air Overhead installations
need not be blown clean.Alternatively,drill the hole deep enough to
accommodate embedment depth and dust from drilling and tapping.
2.Position fixture,insert screw and tighten using drill and installation tool
fitted with a hex socket or phillips bit.
Preservative-treated wood appl'cations:suitable for use in non-ammonia
formulations of CCA,ACO-C,ACO-D,CA-B,BXIDOT and zinc borate.
Use in dry,interior environments only.
Then"" Tillene
Use caution not to damage ceramic bamer coating during installation. Hex-Head Screw(H) Phlips Flat-Head
Recommendations are based on testing and experience at time of publication Screw(PF)
and may change.Simpson Strong-Tie cannot provide estimates on service life
of screws.
i Installation Sequence
i ° °O , °� D
0
.O ..O ..Oa •-O
1 O. • a. ° °o. °
t7°o on "O ap• '�•3 �o a0.
ZQO.a•o: oQ od•°•C?
S •��• •• o•c ',�o• �0a
u °.� oQ• p.f
. .p b .• e° .p b o
°
O 0•
• .Oo U13 -O
°�O•
-,P - F.ad•�•o. Q
a c Titen' Phillips head screw
available in white and
standard blue
11/2ii max
20
Sim
• • • •-TieD Anchoring and Fastenilng Systems f0rC;oncret.eI Masonry • .
Titen® Stainless Steel Concrete and Masonry Screw
Stainless-Steel TitW Product Data
Model , t .
'/�z 1'/4 TTN25114HSS 100 1600
1/4 x 13Q TTF125134HSS 100 500
'/4 x 2'/4 TTN2D214H5S 100 500
'/4x2VA Hex-Head TTN25234HSS 1'1e 100 500
1/4 x 3'/4 TTN25314HSS 100 400
'/4x339 TTN25334HSS 100 400
'/4 x 4 TTN25400HSS 100 400
'hx1'/4 7TN251i4PFSS 100 T
Y4 x 13'4 ! TTN25134PFS5 100
'h x 2114 TTN25214PFSS 100 1 500
r0 1/4x 2VA Flat-Head TTN25234PFSS 1✓e 100 500
U '/4 x 3'/4 TTN25314PFSS 100 400
Q1/4 x 3 Y4 TTN25334PFSS i 100 400
1/4x 4 TTN2540OPFSS 100 400
One dd-I bit is included in each box.
U
'= Stainless-Steel Titen°Allowable Tension and
M Shear Loads in Normal-Weight Concrete MIN
VTension Load Shear Load
„ dge
i1ta , tl� 4
De „
si
mm) ioncretp o� Concrete ncrete �
' ovi.- Ultimate
Allow. Ultimate Allow
i 1
_ '/4 1 3 1'h em 150 935 235 760 190
_1 (6.4) Vie (251 4) (162) (38.1) (2.7) (0.7) ) (4.2) (1.0) } (3.4) 11,08)
.„ '14 1'h 3 1'/s 1,040 260 1 1,760 440 810 200
(6.4) �1e (38.1) (76.2) (38.1) (4.6) (1-2) (7.8) (2.0) (36)1 (0.9)
1 Maximum anchor embedment is 1'h'(38.1 mm).
2.Minimum concrele thickness is 1.5 x embedment.
Stainless Steel Titen' Allowable Tension
and Shear Loads in Face Shelf of IBC
Hollow and Grout-Filled CMU
or all Ligbtviefght,
D. , , ,
Bit Depth
Load o.,
(mm) Ultimate Pfflow. Ultimate AJlovj.-i�
1/4 1 4 1'h 550 110 495 100
(6.4) �16 (25.4) (101.6) (38.1) (2.4) 10.5) (2.2) (04)
1 The tabulated allrnvable bads are based on a safety factor of 5 0
2. Maximum anchor embedment is 1'b"(38 1 mm)
See page 12 for an explanation of the bad table icons.
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