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PA PAHD HPAND ,,, , . St T 161 P
A P AHD
Tre Ho ldowns I /HPAND
Strap a E .�_ � ,�_ ... - Tie°
Str re.Holdowns
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Wood -to- concrete connectors that satisfy engineering and code requirements. ± f H- '2+/1e
ga; ga
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MATERIAL: HPA -10 all others -12 !/ s" Ns" �� BEND ADDITIONAL STRAP
g — P ilot h oles for '``' OVER TOP OR DOUBLE
FINISH: Galvanized, some models available in ZMAX ® or HDG. "m T ' , manufacturing � o ! CUTOFF zx� SPALL REDUCTION SYSTEM I SM1 U
E ,e purposes � T RIM
P •; (Do not install , -- ° JO
r FOR PAHD AND H PAND .�. paaent
INSTALLATION: • Use all specified fasteners. See General Notes.
•Install before concrete pour with a StrapMate, or other holding device. i _ bolts (Typ � al y .. � � �1f ' f i 6 79 ®99
p ° iv " TYP. a o' FEATURES
• Bending the strap 90° to aid wall placement may cause spalling behind the strap. If the ®= f l
,�
1Ir • Secures holdown to wood spell is 1" or less, measured from the embedment line to the bottom of the spellfull r 13/4 TYP• 24 +A" form board. loads apply. For spells between 1" and 4" (see illustration on page 45), the allowable j 24/8" . 1 8s / • Allows for proper side cover. load is 0.90 of the table loads. °� 5/,° s „ � �• Keeps strap vertical. € • For two pour installations spalling is measured from the first pour. Embedment r11 TY • Prevents tilting or twisting of e • Nail strap from bottom up. Strap may be bent one full cycle. Line d, nP ; :. st rap during the concrete pour. a/ _ ��!
i
k • Where fewer fasteners are used in the structural wood member, reduce loads according to the code. A wood splitting problem may occur when holdowns are nailed to lumbe 4 T ° • BENE
(Top o f ' m' ■ °, NA To • Uses one 16d du lex nail. . ,a- .- ;
p _ .0 � , BOARD FORM ; • p ` °_ ° ' ,
e {
Concrete) Z s
• el
s less than 3'h wide. To lessen splitting of 3x's or double 2x's, either fill every nail hole 1 _ i •Greatly reduces spalling an . ' ( • Q with 10dx11/2" nails or fill every other nail hole with 16d commons. Reduce the allowable \ �/� , --- a � i ® `' costl r etrofit s. .' ! o
1 load based on t size and of fastener used. .,,,. `. ° ' • Hel s r y
y quantity ° = t1 , �� p p event str ap movement par allel ���1
of k 4 ; + and er m. ' +
Unless otherwise noted, do NOT install where: (a) a horizontal cold joint exists within N N.) p p wo of er to pl ate. 8
the embedment depth between the slab and foundation wall or footing beneath, unless j` l a l o; ' • Decreases po of misinstallation egg r * 46
), of strap to w member. Keyhole Feature
provisions are made to transfer the load, or the slab is designed to resist the load • (J) N y . ,)<
• f • Simple to use: - Common jobsite nail. U.S. Patent
im b y the a nchor; or (b) slabs are poured over concrete block foundation walls. o) C +-� a 6,658,806
• To et the full table load, the minimum center to centers acin is twice the embedment �' �r ' T ical PA51 Installation
g P 9 - / , 6 +/l r a TypiC81 PAHD42 yp Whe usin kehole feature care sh ould be taken when removing
-
depth when resisting tension loads at the same time. � , before the Concrete Pour (PA68 similar) form boards. If concrete is not set, the duplex nail will move the strap
• To tie double 2x members together, the Designer must determine the fasteners
HPAHD22 HPAHD22 - P placement. n g required to bind members to act as one unit without splitting the wood. • Additional studs attached to the shearwall studs or post may be required by the fv \ 0 - Designer for wall sheathing nailing. SINGLE POUR INSTALLATIONS
FOUNDATION CORNERS: Nail and bolt quantities have been reduced when the load is limited
by tested concrete pullout strength (fill holes from bottom up); additional nail holes O •∎ F' > _.
need not be filled. Nail and bolt quantities may be reduced further for less than 8" corner . PA51 >, • r
distance design loads —use code allowable loads for fasteners used in shear. (PA68 similar) r a STRAP
STYLE 1
TWO -POUR SYSTEMS: When a cold joint exists between slab and foundation, the holdown will " < v I, NAILED HOED HORIZONTAL
0 E u4 P ORTION PROJECTION
be lower on the stud wall since the embedded portion of the holdown must be in the i BAR PROJEC T ION OF EMBEDDDED
foundation (see table footnote 1 for exception). Fewer fasteners are used, reducing Typical PA connecting E ` ' PORTION o,.. MIN. ; . 5 .•
'1 OF STRAP
allowable loads. Loads are calculated using a 4" slab over 6" and 8" foundation walls. g g ned to be installed at the edge of concrete. (use PAHD42 or �
° • . Stud to Foundation j LENG ` (per 4 _ HOEDOWN •
PAHD42, HPAHD22, HPAHD22 -2P HOLDOWNS: Designed 2 x EMBEDMENT e � �^ El " . r ional expense. it r��
Tests determined the pullout strength with one horizontal #4 rebar in the shear cone. Rebar • HPAHD22 for edge DEPTH +1z MN. t -.= ry I ,t e � f' y
should be a minimum le of 2x embedment depth + 12" (except corner installations, - ° .° ` applications) ) REBAR LENGTH _ � (�
page 45). Install before pouring concrete by nailing to form. Installation holes allow ° - = e
nailing to the form, resulting in 1" deeper embedment; see illustration. „ ". f h '" 1 °" # 4 R Ea HED R WAREA
WITHIN
OPTIONS: See also STHD Holdowns, LTT, MTT, HTT Tension Ties. f 5 - '" CSTANCE \ s a'M ONE R \_'
,: HATC
CODES: See page 12 for Code Listing Key Chart. MINIMUM SIDE COVER y " FM E TO\ ° L IN SHE (MAY BE • — jai /
30' MIN. FROM ° GO NE FOUNDATION
. _ `psi .• - REBAR ." • . CORNER F OUNDATION REBAR)
. - -- _., — .. - .__ __ , _____ - __�. __, - -__
- LENGTHY OTHERS
These products are available with additional corrosion protection. Additional products on this page may also be available with this opt check with Simpson for details. INSTALLATION 1 INSTALLATION 2 INSTALLATION 3 Single Pour Rebar Installation
Model Min. Embed. Allowable Uplift Loads Code 1. Loads have been increased 33% and 60% for earthquake or wind loading Typical HPAND Single Typical HPAHD Single Pour Typ,caf HPAND- Single Pour *Maintain minimum rebar cover,
No. L De ih Nails with no further increase allowed; reduce where other loads govern. „ Pour Edge Installation Corner and Endwall Installation Rim Joist Installation perACl -318 concrete code •
P (133) (160) Ref. 2.16d sinkers (9 ga x 3'/ < ") or 10d commons may be substituted for the °
PA51 51 4 9 - 16d 1690 2030 specified 16d commons at 0.84 of the table loads. o o (Reduce allowable load based on requirements.
PA68 70 4 9 16d 1690 2030 8, 36 121 3.Optional fastener holes provided. Calculate loads according to the code to a z z quantity of effective nails used.)
maximum of 3685 lbs. Minimum embedment is 4'; 5' to the nearest edge. EE a 't
Allowable Tension Loads (133 & 160) DF /SP ? m — — -- SPALLING
Min. Embed. 2000 psi Concrete 2500 psi Concrete z TWO POUR INSTALLATION
Z
Spalling may occur if the j '
Model Code < 4
Stem Depth Nails End Distance a °- y d
No. Ref. a- m 3 anchor is bent horizontally
Wall le 8" 8" -----. .---Al • 90° before installation,
133 160 133 160 133 160 133 160 w Spalling may occur if the ` «GTh d '" ' and then bent up vertically
z z anchor is bent horizontally .• - 4"F^, -'" ; �P,8 • • to attach to the stud. Load
SINGLE POUR o 0 90° before installation, ``
6 12 -16d 920 920 2030 2030 1225 1225 2205 2205 - reduction may apply.
>•. -_
PAHD42 6Y2" l and then bent up vertically
8 16 -16d 1050 1050 2715 2715 1400 1400 2945 2945 0 0 to attach to the stud.
20 142 N = s
6 16 -16d 1315 1315 3335 3335 1750 1750 3335 3335 Load reduction may apply.
HPAHD22 10" - S 4 ' STR
_.> 8 23 -16d 2030 2030 4745 4745 2210 2210 4875 5160 6 c7
TWO POUR N N
V .. .-,. + STYLE AP
HORIZONTAL
j ;•,, L, HOEDOWN PROJECTION
6 12 -16d 920 920 2030 2030 1225 1225 2205 2205 a o • e, OF EMBEDDED
PAHD42 6 + /z' o 0 4 "S 8 • PORTION
8 12 -16d 1050 1050 2305 2715 1400 1400 2305 2765 20142 0 0 o I L
l
IN
S ¢1 _` -'�•-. i t a .
OF STRAP
6 16 -16d 1315 1315 3335 3335 1750 1750 3335 3335 U ► ;z ( HOEDOWN
HPAHD22 10 " ��
8 19-16d 2030 2030 4030 4745 2210 2210 4030 4835 _ CORNER olst ' -� 4" SLAB •
HPAHD22 2P 6 147,6" 16 -16d 2455 2455 3335 3335 2455 2455 3335 3335 8 20 28 142 " " FROr �TRAPcF . , • le MAX.
8 23 - 16d 2455 2455 4745 4745 2455 2455 4875 5160 'r • C oRNEq se , LOCATE ONE
~' A4 REBAR WITHIN
1. HPAHD22 may be em bedded 4° into the slab and 6" into the 8" stemwall beneath fora 6. Optional fastener holes are provided on selected products. Because the product is , M'' ° e HATCHED AREA
maximum load of 2810 lbs. at 8° minimum from the closest corner, and 1200 lbs. at /z" limited by the concrete founda you may not need to install optional fasteners. S W _ . . . ° � , (MAY BE
from the closest corner (like installation 4). 7. Strap may be bent one full cycle. (Bent horizontal 90° then bent vertical.) CONCRETE FOUNDATION REBAR)
2. Allowable loads have been increased for earthquake or wind load durations with no 8. Rim Joist application: see Installation 3 for corner condition. INSTALLATION 4 FOUNDATION DOES NOT NEED TO
Ito p ost tension slabs when one #4 rebar (minimum) I s INSTALLATION 5 BY OTHERS BE TIED TO REBAR
9. Loads shown a pp
further increase allowed; reduce where other load durations govern. apply Typical T *
3. 16d sinkers (0.148" dia. x 3W long) or 10d commons may be substituted for specified installed as shown on page .43. yP H PAHD22 - Two Pour Edge Ede
Typical HPAND
n shall be by Designer. Installation. Unless noted, install Other
16d commons at 0.85 of table loads. 10. Post design y g Two Pour Corner Installation Two Pour Rebar Installation
4. Minimum nail end distance to prevent splitting is 10x the nail diameter, or 1W for 16d nails. 11. When using structural composite lumber columns, table load values represent models with bend embedment line at *Maintain minimum rebar cover, per
44 5. Calculate loads using straight line interpolation for corner distances between ' /z and 8'. installation into the wide face. cold joint between slab and foundation. ACI - 318 concrete code re
12. NAILS:16d = 0.162" dia. x 31/2 long. See page 16 -17 for other nail sizes and information. requirements. 45
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// ,s , S 1 CITY OF TIGARD - SITE PLAN _REVIEW
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\ BUILDING PERMIT NO.; 1-4- V - (9607-C'e?637
PLANNING DIVISION:
Street Sid
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QC)
Requsiirdeed:Setbecks: oved 0 Not Apprcm/ed 4
i Front.. ------ Garage: -33 Rear: 41
' V isuai Clearance: 0- 0 Not Approvi:-!ci
• \ . : Maximum Building Height. 36) feet
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Service Provider Lettei Required: ,.‹, Yc.'s Li No
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. ENGINEERI DEPARTMENT:
Actual Slope:_ % 0 Approved 0 Not Approved
Site Plan: el 0 Not A provi 4
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