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| 10446.1 |
A21, A23, A33, A34, A35, A44 |
Angles |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
|
Installation Instructions
FL10446_R6_II_er_0112.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0112.pdf |
|
|
| 10446.2 |
APA21, APA4, APA6, APVA21, APVA4, APVA6 |
Outdoor Accents Angles |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: If APA21 or APVA21 are used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs. |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.3 |
APB44, APB44R, APVB66, APB66R, APB88, APB88R, APB1010, APB1010R, APVB44, APVB44R, APVB66, APVB66R, APVB88, APVB88R, APVB1010, APVB1010R |
Outdoor Accents Post Bases |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.4 |
APDJT2-4, APDJT2R-4, APDJT2-6, APDJT2R-6, APVDJT2-4, APVDJT2R-4, APVDJT2-6, APVDJT2R-6 |
Outdoor Accents Deck Joist Ties |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Products have not been evaluated for uplift resistance. |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.5 |
APHH46, APHH46R, APHH610, APHH610R |
Outdoor Accents Heavy Hanger |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.6 |
APL4, APL6, APT4, APT6, APVL4, APVL6, APVT4, APVT6 |
Outdoor Accents L and T Beam-to-Column Ties |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.7 |
APLH24, APLH24R, APLH26, APLH26R, APLH210, APLH210R |
Outdoor Accents Light Hangers |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: If APLH24 or APLH24R are used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs. |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.8 |
BVLZ |
Brick Veneer Ledger Connector |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Product has not been evaluated for uplift resistance. |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.9 |
CBT2Z, CBT4Z |
Concealed Beam Ties |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.10 |
CJT3Z, CJT4Z, CJT5Z, CJT6Z |
Concealed Joist Ties |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.11 |
DJT14 |
Deck Joist Tie |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Product has not been evaluated for uplift resistance. |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.12 |
DS |
Dry Wall Stop |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Product has not been evaluated for uplift resistance. |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.13 |
FC4, FC6 |
Framing Clips
|
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
|
Installation Instructions
FL10446_R6_II_er_0112.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0112.pdf |
|
|
| 10446.14 |
FWANZ |
Foundation Wall Angles |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other:
|
Installation Instructions
FL10446_R6_II_er_0112.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0112.pdf |
|
|
| 10446.15 |
GA1, GA2 |
Gusset Angles |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
|
Installation Instructions
FL10446_R6_II_er_0112.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0112.pdf |
|
|
| 10446.16 |
H2A, H2.5T, H8, H10A-2, H10S, H14, HGA10 |
Hurricane Ties |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: If H2A, H2.5T, or HGA10 are used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
|
Installation Instructions
FL10446_R6_II_er_0112.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0112.pdf |
|
|
| 10446.17 |
HCJTZ |
Heavy Concealed Joist Tie |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.18 |
HH4, HH6 |
Header Hangers |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: If HH4 is installed on a single 2x post and used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs. |
Installation Instructions
FL10446_R6_II_er_0112.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0112.pdf |
|
|
| 10446.19 |
KBS1Z |
Knee-Brace Stabilizer |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: If used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs. |
Installation Instructions
FL10446_R6_II_er_0280.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0280.pdf |
|
|
| 10446.20 |
L30, L50, L70, L90 |
Angles |
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: If L30 or L50 are used to resist wind uplift in HVHZ, provide supplemental connectors to achieve minimum 700 lbs.
|
Installation Instructions
FL10446_R6_II_er_0112.pdf
Verified By: IAPMO UES
Created by Independent Third Party:
Evaluation Reports
FL10446_R6_AE_er_0112.pdf |
