01-0696-017 S/16
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4" (MIN) W C
RIVETED TRUSS ANCHOR :
1" (TAPR) LATERAL TRUSS ANCHOR z �
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Allowable Loads (TAPL16)
Dimensions Fasteners Cy- V) LL
tr Product Uplift 133% W D —
Code Gauge—
H Nails ]Dd 1601 Product Dimensions Fasteners Lateral Lands h-- C) -
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TAPR28 14 8 5 700 755 Code Gouge H Seat Plate Al A2 U) z
Co A I TAPR210 14 10 6 640 905 TAPL12 14 12 (6)-lOdxl 1/2 1105 1105 W — L
TAPL14 14 14 (6)-1Ddxl 1/2 1105 1105 = U
TAPR212 14 12 B 1055 1055 TAPL16 14 16 (6)-10dxl 1/2 1105 1105 ~ O
TAPR214 14 14 10 1055 1055 0 - L
Alternate Fastening Schedule C) �-- Q
r; TAPR216 14 16 11 1055 1055 U) —
Fastener UptiFt 133%
TAPR218 14 18 12 1055 1055 Schedule Fasteners
per Strap
rrq TAPR220 14 20 13 1055 1055 Size S 7 9 11 13
TAPR222 14 22 14 1055 1055 loci 7D0 975 1255 1535 1700
Minimum Header thickness is 2'. Minimum embedment is 4'. 16d 755 1 1060 1360 1 1665 1700
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Minimum embedment is 4'.
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( 14 t9 •:
�� •� ', Product Dimension e I
• •� Code Gauge L i
( t`� • FTP28 12 16 4
FTP32 12 20 GENERAL NOTES -------
t Jq 16Y
FTP42 12 30 1) The approved products shall be made of steel conforming to ASTM A653 structural quality
eme�a u� Grade 33 (min, yield 33ksi) and a minimum galvanized cooling or G60 per ASTM 525. 8
_ Alternate Fastening Schedule
�� t•• 2 Fasteners ore common wire noils or bolls in single shear as shown and noted on each approval. U
..� Fasteners Uplift 133% ) 9 DP c
Nails O -
Nails 3) All installations shall be done in accordance with the manufacturers instructions, this Notice of U
+o• 1 ci 16d Acceptance and the opplicoble sections of the South Florida Building Code.
i
acr 0 8 1375 1605
�� 2 •i 10 1720 2005 4) Allowable loads ore based on Notional Design Specifications for Wood i
12 2065 2415 Construction 1991 Edition do 1993 Errata, for Southern Pine (SG=0.55) c
14 2410 2615 or better and test performed in occprdonce with ASTM D-1761. p
16 2750 3215 5) Allowable loads for wind uplift hove already been increosed by a duration p
\� 18 3095 3315 load of 33% and no other increase is allowed. APPEOiED AS COMPLYING WITH THE
20 3315 3315 SOUTH FLORIDA BUILDING CODE Z
Minimum stud thickness is 3'.
DAT LS 1
FOUNDATION TI BY 8.1- eo+r�t
+ (FTP) PRODUCT CONTPOL DIV:S ON ++/03/9e
R 1� BUILDING CODE COMPLIANC OFFICE Not a sccl 2 o f
.
4CCEPTANCE NO. ^l0 i -0-2— ...._,
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