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2323 LEXINGTON AVE 2025-07-10
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2323 LEXINGTON AVE 2025-07-10
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7/10/2025 7:17:55 AM
Creation date
1/29/2025 2:27:44 PM
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Address Document
Street Name
LEXINGTON AVE
Street Number
2323
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• • <br /> Simpson Strong-Tie Wood Construction Connectors SIMPSON <br /> LTP4/LTP5/A34/A35 s 'IQnZ ie <br /> Framing Angles and Plates (cont.) <br /> These products are available with For stainless- Many of these products are approved for installation <br /> -additional corrosion protection. ®steel fasteners, Er1 with Strong-Drive®SD Connector screws. <br /> For more information,see p.15. see p.21. See pp.335-337 for more information. <br /> ' I n <br /> DF/SP Allowable Loads' , .. SPF/HF Allowable Loads <br /> Model Type of Fasteners Direction Code <br /> No. Connection (in.) of Load Floor Roof Floor Roof Ref. <br /> (100) (125) (160) (100) (125) (160) <br /> F1 395 480 545 340 415 c8G <br /> ' (8)0.131 x 112 <br /> F26 395 430 430 340 37C 271 IBC,FL, <br /> ® A34 F1 640 640 540 55C 55C f5C LA <br /> E (8)#9 x 11/2 SD F2 495 495 495 425 425 '25 <br /> Uplift 240 240 240 170 170 170 — <br /> At 295 350 350 255 300 200 <br /> • 20 (9)0.131 x 11/2 E 295 360 385 255 310 330 <br /> C1 -85 185 185 16C3C "60 <br /> A2 295 325 325 255 28C 280 !BC,FL, <br /> ® A35 30 (12)0.131 x 1 12 C2 295 3:30 330 255 285 285 LA <br /> 0 <br /> D 225 225 225 195 195 195 <br /> Ft 590 630 650 510 56C 560 <br /> ® (12)0.131 x11 <br /> F26 590 670 670 510 575 575 <br /> 5❑ (12)PH6121 Fi 420 420 420 360 360 360 — <br /> G 580 625 Sc: 500 54C E40 <br /> LTP4 © (12)0.131x11/2 <br /> H 525 525 525 45C 45C '5C IBC,FL, <br /> G 565 565 565 485 485 z85 LA <br /> LTP5 7❑ (12)0.131 x 1 Y2 - <br /> H 490 490 490 420 42C '20 <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 reinforced <br /> sufficiently.In this case,mechanical reinforcement should be considered. co <br /> d <br /> 3.LTP4 can be installed over%"wood structural panel sheathing with 0.131"x 1'h"nails and achieve 0.72 of the listed load,or <br /> over/"sheathing and achieve 0.64 of the listed load.0.131''x 21/2"nails will achieve 100%load. <br /> 4.LTP4 satisfies the IRC continuously sheathed portal frame(CS-PF)framing anchor requirements when installed over raised wood 13"i • <br /> z floor framing per Figure R602.10.6.4. RI <br /> > 5.The LTP5 may be installed over wood structural panel sheathing up to h"thick using 0.131"x 11/2"nails with no reduction in load. CA - ; <br /> 6.Connectors are required on both sides to achieve F2 loads in both directions. a. <br /> 7.A34 and A35 installed with 0.131"x 11/2'nails onto 1'/ LSL material'Nil achieve 0.9C of the listed Fi an i F2 loads. R <br /> 0 • 8.Fasteners:Nail dimensions in the table are diameter by length.SD screws are Simpson Strong-Tie®Strong-Drive®screws. N <br /> F PH6121 is a pan-head#6 x 1/"screw available from Simpson Strong Tie.See pp.21-22 for other nail sizes and information. <br /> o ll oI) i111 <br /> t'4 II <br /> o <br /> c ►: <br /> a e2 � <br /> r <br /> �IIG r, <br /> t Uplift <br /> Installation ` ; <br /> lir <br /> Typical A35 i T qq,-` / <br /> 4 nsaaon ii <br /> --->ea'.. <br /> at, 9 <br /> Chimney Framing <br /> I 1 I A34 Typical Installation <br /> •tr. 1.$1. <br /> UPDATED 06/01/19 4.. 3.. <br />
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