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625 93RD ST SW 2025-05-22
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625 93RD ST SW 2025-05-22
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Last modified
5/22/2025 4:05:07 PM
Creation date
2/10/2025 9:28:58 AM
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Address Document
Street Name
93RD ST SW
Street Number
625
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2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> DF/SP Allowable Loads SPF/HF Allowable Loads <br /> Model Type of Fasteners Direction <br /> No. Connection (in.) of Load <br /> Floor Roof Floor Roof <br /> (100) (125) (160) (100) (125) (160) <br /> Ft 395 465 455 340 400 400 <br /> (8)0.131 x 11/2 — . <br /> F26 395 430 430 340 0/u 370 <br /> ® A34 Fi (;-u 640 550 550 550 <br /> 10 (8)#9 x 1'/2 SD F2 495 425 425 425 <br /> Uplift 240 240 240 170 170 170 <br /> Al 295 350 350 255 300 300 <br /> 0 (9)0.131 x 1 1 E 295 360 385 255 310 330 <br /> CI 18r. 1(,0 <br /> A2 295 325 255 ?00 <br /> IRO SID E3 (12)0.131 x 11 C2 295 330 255 285 <br /> D 225 225 225 195 i 195 195 <br /> Fi 590 510 ',G0 <br /> 11111110 (12)0.131x11 <br /> F26 590 670 670 510 575 575 <br /> ❑5 (12)''' (31:' Fi 420 420 420 360 360 360 <br /> G 580 625 500 540 One <br /> LTP4 0 (12)0.131 x1Y — <br /> — - <br /> H 580 500 450 450 <br /> LTP5 07 (12)0.131 x 1 YZ G 580 500 485 485 <br /> H 545 490 470 420 420 <br /> I <br /> 1. Allowable loads are for one angle.When angles are installed on each side of the joist,the minimum joist thickness is 3". <br /> 2. Some illustrations show connections that could cause cross-grain tension or bending of the wood during loading if not <br /> reinforced sufficiently. In this case, mechanical reinforcement should be considered. <br /> 3. LTP4 can be installed over 3/8"wood structural panel sheathing with 0.131"x 1 1/2"nails and achieve 0.72 of the listed load, <br /> or over 1/2"sheathing and achieve 0.64 of the listed load. 0.131"x 2 1/2"nails will achieve 100%load. <br /> 4. LTP4 satisfies the IRC continuously sheathed portal frame(CS-PF)framing anchor requirements when installed over raised <br /> wood floor framing per Figure R602.10.6.4. <br /> 5. The LTP5 may be installed over wood structural panel sheathing up to 1/2"thick using 0.131"x 1 1/2"nails with no reduction <br /> in load. <br /> 6. Connectors are required on both sides to achieve F2 loads in both directions. <br /> 7. Fasteners: Nail dimensions in the table are diameter by length. SD screws are Simpson Strong-Tie®Strong-Drive screws. <br /> PH6121 is a pan-head#6 x 1/2"screw available from Simpson Strong-Tie. For additional information, see Fastener Types and <br /> Sizes Specified for Simpson Strong-Tie Connectors. <br /> Wail Capacity A35 Capacity A35 Spacing LTP4 Capacity LTP4 Spacing <br /> Type <br /> P1-6U 144-pif(E) 560# 44"oc 540# 44"oc <br /> P 1-6 240-plf(E) 560# 27"oc 540# 27"oc <br /> PI-4 350-plf(E) 560# 18" oc 540# 18"oc <br /> P 1-3 450-plf(E) 560# 14"oc 540# 14"oc <br /> P1-2 820-plf(W) 560# 71/2"oc 540# 71/2"oc <br /> P2-4 700-plf(E) 560# 9"oc 540# LTP5 18"oc+ <br /> A35 18"oc <br /> P2-3 900-plf(E) 560# 7"oc 540# LTP5 14"oc+ <br /> A35 14"oc <br /> LTP5 8"oc+ <br /> P2-2 1640-plf(W) 560# 2 rows 8"oc 540# A35 8"oc <br /> L3.3 <br />
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