01-0696-020 °A) O —
� � �� _ H 0
U 00
19/16' 3' 1/4
(.D N
SKEWED HANGER
LL-
UNIVERSAL wj
- (USKH) -
w
° Dimensions Fasteners Allowble Loads —> ? I)
Product Gouge 11/2- I¢— � tY
Code H Header Joist Downward L
IiJ O
USKH24 16 3 1/4 8-16d 4-16d 900 }-
�' m s
Li
USKH26 16 5 1/4 10-16d 4-16cl 1 900
STAIR CASE BRACKET Z I-- w
(SBP) w -D J
� � �
Product Dimensions N � >
�' m e� Code Gauge L Fasteners Allowable Load Q _ Z
w O
SBP9 12 9 (4) 1/4'X1 1/4' Lag Screws 680 J O �
d SBP10 12 10 C4> 1/4'X1 1/4' Lag Screws 680 O o0 U
(n) a IN, Q
CH
2 1/2'
C BUT'T'ERFLY HANGER
(CLPBF)
Product Dimensions Fasteners Allowable Loads _
'
Code a Gnu g Down B. •°
V H Header Joist ward °•
rn n o� 6d T 8d 4_
/ I V
CLPBF 16 1 9/16 3 12 6 815 815
CLPBF3 18 12 5/8 2 1/21 12 6 815 815 1 �2'
WET POST ANCHOR
a (WAP)
Dimensions Fasteners Allowable Loads g
Product APPROVED AS COMPLYING WfT}{ TAE
Gauge Uplift 133%
Code
n ^ 1! H Nails Bolts 16d 5/8 Bolt SCUTH FLORIDA BUILDING CODE
'WAP44 12 3 9/16 5 1/4 12 2 ` 1935 2985
DATE
IJAP66 12 5 1/2 7 12 2 1935 2985 By 8 N
0
CC H lAFBB 1 12 17 1/2 7 12 2 1935 2985 PRODUCT CONTROL DIVISION u
BUILDING CODE COMPLIANCE OFFICE c
ACCEPTANCE NO. 21' 'f 0�6.04P c o
TITE ANGLED SKEWED HANGER GENERAL NOTES o
(SKP) 1) The approved products sholl be mode of steel conforming to ASTM A653 structural quolily 0
ee„ ■ I (45' Standard) Grode 33 (min. yield 33ksi) and a minimum golvonized cooling or G60 per ASTM 525. a
Product Gouge Dimensions Fasteners Allowable Loads 2) Fasteners are common wire nods or bolts in single shear as shown and noted on each approval.
ou
I r� Code g Downward U liFt 133%
V H Header Joist 3) All installations shall be done in accordance with the monufocluren instructions, this Notice of .•... �
tool 16d 10d 16d Acceptance and the opplicoble sections of the South Florida Building Code. .-�L
■ SKP268 18 1 5/8 5 1/4 16 4 1640 1700 --- --- �` e/95
SKP21012 18 1 5/8 7 18 6 1700 1700 820 895 4) Atlowoble loads ore bored on Notional Design Spec;f;cot;ons for wood µ i+/1e/ve
-0 Skew range angle From 10 degrees to 45 degrees o� betler�ondltest peer.orme&dln9 Errata. for wSouther pine ((SG=0.55) 1 Of 1
I Lands based on 1 1/2' header thickness N.i `e xal•
■� 5) Allowable loads for wind uplift hove already been increased by o duration ►--•�
ss-oaz4.o�
load of 33% and no other increase is allowed.