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9502 18TH AVE W UNIT N 2025-08-20
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9502 18TH AVE W UNIT N 2025-08-20
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8/20/2025 10:30:22 AM
Creation date
11/7/2023 3:33:39 PM
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Address Document
Street Name
18TH AVE W
Street Number
9502
Tenant Name
UNIT N
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2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> , <br /> DF/SP Allowable Loads SPF/HF Allowable Loads <br /> Model Type of 1 Fasteners Direction <br /> No. Connection (in,) of Load <br /> Floor Roof • Floor Roof <br /> (100) (125) (160) (100) I (125) (160) <br /> F1 395 465 I 465 340 400 400 <br /> 1�] (8)0.131x11 1— — <br /> F26 395 430 430 340 370 370 <br /> ® A34 I F1 640 640 640 550 550 550 <br /> 7 (8)#9 x 11/2 SD F2 495 495 495 425 425 425 <br /> Uplift 240 240 240 170 170 170 <br /> A; 295 350 350 255 300 300 <br /> E2 (9)0.131 x 11 E 295 360 385 255 310 330 <br /> C1 185 [ 185 185 160 160 160 <br /> A2 295 325 325 255 280 280 <br /> m AIg. I3 {12)0.131 x 1 12 C2 295 330 330 255 285 285 <br /> 0 225 I 225 225 195 195 195 <br /> F1 590 P50 650 510 560 4111, <br /> 4 (12)0,131 x 1 Y22 <br /> F26 590 670 670 510 575 575 <br /> ® (12)PH6121 F1 420 420 420 360 360 360 <br /> _ <br /> Pill" era— Q 580 625 625 500 540 . <br /> (12)0,131 x 1�/2 H 580 525 525 500 450 450 <br /> G 580 565 565 500 485 485 <br /> LTP5 (12)0,131 x 1% — <br /> H 545 ' 490 490 470 420 420 <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 Soecifed for Simi son Strong-Tie Connectors. <br /> Wall Capacity A35 Capacity A35 Spacing LTP4 Capacity LTP4 Spacing <br /> Type <br /> P1-6U 144-pif(E) 560# 44"oc 540# 44"oc <br /> P1-6 240-plf(E) 560# 27"oc 540# 27"oc <br /> P1-4 350-pIf(E) 560# 18"oc 540# 18"oc <br /> P1-3 450-pIf(E) 560# 14"oc 540# 14"oc <br /> P1-2 820-plf(W) . 560# TA"oc 540# TA"oc <br /> LTP5 18"oc+ <br /> P2-4 700-plf(E) 560# 9"oc 540# A35 18"oc <br /> LTP5 14"oc+ <br /> P2-3 900-pIf(E) 560# 7"oc 540# A35 14"oc <br /> P2-2 1640-plf(W) 560# 2 rows 8"oc 540# LTP5 8"oc+ <br /> A35 8"oc <br /> L3.3 <br />
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