My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9916 18TH AVE W A 2025-03-03
>
Address Records
>
18TH AVE W
>
9916
>
9916 18TH AVE W A 2025-03-03
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 7:37:39 AM
Creation date
1/23/2025 12:41:42 PM
Metadata
Fields
Template:
Address Document
Street Name
18TH AVE W
Street Number
9916
Unit
A
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
111
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
2018 IBC/NDS 2015 - Shear Wall Framing Clips <br /> DF/SF Allowable Loads SPF/HF Allowable Loads <br /> ide!I '.Type of Fastener$. Direction _ <br /> Conrie6t00 :(ln.} :.: . of Load Floor Roof �. Floor Roof <br /> :... i . <br /> (125) (i60) (100) (125) (160} <br /> �• Fi 395 465 340 400 400 <br /> (8)0.131 x 11/2 - <br /> I F;6 395 430 430 340 f 37D <br /> A34 Fl 640 640 640 550 550 550 T <br /> it (8)#9 x 11h SO F2 G 95 495 495 425 425 425 <br /> Uplift 240 �240 240 170 170 170 <br /> 295 3bfJ` 35Q` 255 <br /> 360 385, <br /> 18a <br /> .... ... <br /> :. . ;. 160 <br /> A2: , <br /> 295 325 326' <br /> 330: <br /> 0 225 225 225 195:::. 195 195 <br /> : : :{1.2j0131 x 1/z F3 590' Do 510 n <br /> _ <br /> F26 1i90;: :: 67b 87p. 510 575 575 <br /> 5 (12)l 5121; i 420 420 420 360 360 JrU-. <br /> G 580 625 625 500 540 <br /> Ef 580 525 525 500 450 450 <br /> :..: .i :0.131:x:1>h:.::. ::......... ........ .:..:.. <br /> ...........::::: .:........ ....:.........:..:...: <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 318"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 1 112"nails w[th 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 /> Capij6ity A35 Capacity A3S Spacing LTP4 Capacity LTP4-Spacin <br /> P1_6U 144-pif(E) 560# 44"cc 540# 44"oc <br /> P1-6 240- If E 560# 27"oc 540# 27"oc <br /> PI-4 350 If E 560# 18"cc 540# 18"cc <br /> P1-3 450-pif E 560# 14"oc 540# 14"cc <br /> P1-2 820 If W 560# TA"oc 540# 7'/%"oc <br /> P2-4 700-pif(E) 560# 9"cc 540# LTP5 18"oc+ <br /> A35 18"oc <br /> P2-3 900-plf(E) 560# 7"oc 540#, <br /> LTP5 14"oc+ <br /> A35 14"oc <br /> P2-2 1640-plf(W) LTP5 8"oc+560# 2 rows 8"cc 540# q35 8"oc <br /> L3.3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.