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9502 18TH AVE W 2023 UNIT L Plans 2025-07-15 (3)
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9502 18TH AVE W 2023 UNIT L Plans 2025-07-15 (3)
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Last modified
7/15/2025 8:34:23 AM
Creation date
1/24/2025 10:48:47 AM
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Address Document
Street Name
18TH AVE W
Street Number
9502
Tenant Name
UNIT L
Permit
B2310-029
Year
2023
Notes
NEW SFR - REF RB2306-003 - UNIT L
Address Document Type
Plans
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2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> DF/SP Allowable l Dads 5PFlHF`Aflowable loads <br /> Model Type of Fasteners Diractiosr <br /> No. Connection :. (in.) . of Load <br /> floor Roof Floor Roof <br /> (160) {160) <br /> {125) (1Q0) (i25) <br /> (8)0.131 x 1'/2 F1 395 465 465 340 400 400 <br /> F26 395 430 430 340 370 370 <br /> Q► A34 F1 640 640 640 550 550 550 <br /> 1[] (8)#9 x 1 Y2 SD F2 495 495 495 425 425 425 <br /> Uplift 240 240 240 170 170 170 <br /> Aj ms <br /> 295. 350 360 -255 -' 300 300 . <br /> 02 {3)0.131 55E 3 330x 1'!2 <br /> C1 185' 185 1B5 1613 16a 160 <br /> A2 295 320 325 255 280 280 <br /> [3 (12)0131 x 1 y%2 C2 295: 330 33[1 255 285 285 .. <br /> D 225 225 225 195:. .- 195 195 <br /> :.:.FT 590 650 650 ... 510 560 <br /> 670. 510 575 575 <br /> Q {1 2)PH6121. . : Fi 420 420 420 360 360 360 <br /> gip. €f. G 580 625 625 500 540 <br /> 41,,E;t1 1±��: i (12)0.131 x 11/z <br /> I-I 580 525 525 500 450 450 <br /> G 580 565 565 500 : -485 485 <br /> LTP5 :. :❑7 (12)0,131 x i t/2 <br /> H 545 �90 490 470 420 420 <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 ofthe 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-Ties'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 /> r <br /> 6U 144-plf(E) 560# 44"oc 540# 44"oc <br /> -6 240- If E 560# 27"oc 540# 27"Oc <br /> -4 350- If E 560# 18"oc 540# 18"oc <br /> P1-3 450- If E 560# 14"oc 540# 14"oc <br /> P1-2 820- If W 560# 7'/"oc $400 7'/z"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 /> P2-2 1640-olf(w) 560# 2 rows 8"oc 540# LTP5 8"oc+ <br /> A35 8"oc <br /> L3.3 <br />
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