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2020.0072.SF0003 Parcel 64421100201- lot #2 plans pg 4ATTIC TRUSSES @ 2-24" O.C. ROOF 5t1EATl=1NG — EDGE NAILED I! - I CLIP5 5,6, jS DWG 1CR,,C� ROOF FRAMING DETAIL HEEL TRUSS - WALL CONNECTION 2X:4 OUT L00K.5 C . O 0, C. (c, . c5 rt 51N'IPS-0N A-35 CLIP5 @ j ` O.C. OTE: G'\'uY FOF: GAE1 SEATPiNG I ,IAT DOE NO OVf'�,P AND EDG WALL PLATE5 ROOF 17RAJM'NG DETAIL END TRUSS -'WALL CONNECTION -2.5 CLIPS" 0.C: .5.01 to/ALL PLACE 5EFORE BLKG, TRUSS or 2x N`: AI LER is/(Z] 2x VE'N T ED BLGCKIN 5HEAR WALL EDGE NAILING NTO 2x BLKG. G .-DGµ t . _. i..`G X FLY RA" -n(" 1 r _D : NAIL I\G GA=Lf TK S FL, IN JOINT TO TOP r:A.TC5 I - ; 12` M I N\ I M LAMI UPPER Vk,ALL vl,, -,�lj-fjl�rlNG; __ Ni Of Vv'A . ,J o n -L 2x BLKG. 57v,'*,:. 7C) MATC ROOF SLOPE FLf-,CE �..,FTCR k�-2.5 CLIPS I Gd'5 C _ i4 GPT 0NAL �,-2.55 PLACEME1� 1 1a4 O.C. TOP OF TRUSS % BLKG t 51DE OF STUD 2xG BLKG. BTWIN 11-2.5 PLACEIVENT @ 4,5" O.C. - TRUSS TO BLKG. STUDS @ 11-2.5"5 ' (SLOT 5t1EATHING TO PA55) vv/ LU 2Cv'5 '. r---- I,1ANGER5 B 1 <U55 MFGR. DIZ EDGE NAILING TO 2x VENTED PLK5. 2x4 FLAT BLKG.-- BT'A'N. TRU55E5 �°d's @(p " O.C. A-35 CLIPS INTO 2x LEDGER/ WALL ROOF FRAMING DETAIL ROOF - PORCH SOFFIT SHEAR TPANS~ER �— BM. - 5EE PLAN h- I CLIPS i~}� (PLACE BEFORE DL KG.) A-35 CLIPS @" 0.( NOTE: A-35'5 NOT 5MEATMING t EDGES @ PFR ci W S; SECTION W/ SOLID RIM MEMBER UPPER WALL d'5 @ l�,v"O.C. EDGE NAILING 8d NAILS f EA. 51DE OF WEB e'. a.c. 5tiEAR WALL UPPER FLOOR FRAMING DETAIL FLOOR - SHEAR WALL CONNECTION SECTION W/ TJI RIM MEMBER UPPER 5t1EAR WALL I (2) I Gd'5 @ I G" O.C. TO RIM JOI5T5 1 EDGE NAILING .I� s. (2) 8,1 NAI L5 PER J015T LOWER 5HEAR WALL UPPER FLOOR FRAMING DETAIL FLOOR - SHEAR WALL CONNECTION A -35F CLIPS @ " EDGE NAIL (2) I OVV5 1—,,J C. C. "LIPS @ t� UPPER FLOOR FRAMING DETAIL FLOOR - SHEAR WALL CONNECTION ( D d'5 @ (0 " O.C. PRE-MANUF, J015T5 51MP50N STRAPPING ' NAILED INTO PULL DEPTI1 BLKG. @ UNDER SIDE OF FLR. J5T. ma STRAPPING DETAIL BLOCKING - STRAPPING t� FLOOR Pr.. -,u- LIosST FLOOR 5! TEAT MNG FULL DEPTH I-J5T BLKG BTWN. J015T5 NOTE: `'r l " MINIMUM LENGTH OF 5TR,4P NAILFD TO TOP OF %4t– 6EYOND SEE' PLAN TYPICAL SHEARWALL NAILING AND HOLDONN'-N CALLOUTS. SEE THIS SHEET FOR NOTES/SCHEDU: TYPICAL AT ALL EXTERIOR `FALLS UNLESS OTHERWISE NOTED TYPICAL SHEAR -WALL NOTES All wall sheathing shall be 15/32" CDX plywood, 7/16" OSB, or as called out below, with exterior exposure glue and span rated "SR 24/0" or better. (5/8" T1-11 siding is an acceptable substitution except where 5/8" or thicker sheathing is specifically called out in the schedule below). Sheathing may be installed either horizontally or vertically. Wall studs must be spaced at 16" on center. All nails shall be per table below. Nail size and spacing at all sheathing edges shall be as required in shear -wall schedule below. Nail Type Diameter (inches) Length (inches) 8d box 0.113 2-1/2 loo box 0.128 v 2 16d sinker 0.143 3-1/4 8d common 0.131 2-1/2 10d common 0.148 3 ALL SHEARWALL FRAMING LUMBER SHALL BE DOUG -FIR SPECIES MATERIAL. SHEAR -WALL SCHEDULE �l sheathing nailed with 8d box at 6" on center all edges = 260 plf. . Wsheathing nailed with 8d at 4" on center all edges. Use 3X (MINIMUM nominal thickness} material `or framing members receiving edge nailing from abutting vertical panel edges 380 plf. . W18/32" sheathing (5/8") nailed with 10d box at 2" on center all edges. Use 3X (MINIMUM nominal thickness) material for all framing members receiving edge nailing from abutting vertical panel edges, including the mudsill plate = 770 plf. . ADDITIONAL SHEAR WALL NOTES: * Blocking is required at all horizontal free -edges of sheathing. Sheathing edge nailing is required at all holdown posts. * Intermediate framing is to be minimum 2x members with nailing at 12" on center. * Double 2x studs nailed together with (2) rows of 10d`s at 4"o.c. may be used in place of a single 3x stud, unless otherwise required in holdown schedule below. HOLDOWN SCHEDULE Bold -downs shall be Simpson "Strong Tie" and shall be installed per the manufacture's recommendation. All floor systems shall be blocked below member that holdowns are attached to. This block shall be equal to or larger than the member the holdown is attached to and be placed as a "squash block". All double OR triple studs (ALLOWED PER HOLDOWN SCHEDULE BELOW) shall be nailed together with (2) rows 10d's staggered at 4" on center each row for each layer. HTT4 attaches to concrete foundation with a Sim son SSTABI p 6 bolt 12" minimum into concrete. HTT4 attaches to double 2X studs with (18) 16d SINKER nails in wall above. Capacity = 4235# DF/SP, 3640# SPF/HF I HTT5 attaches to concrete foundation with a Simpson SSTAB24 bolt 20" minimum into concrete foundation. HTT5 attaches to double 2X studs with (26) 16d SINKER nails in wall above. Capacity = 5295# DF/SP, 4555# SPF/HF with BPS/8-2 bearing washer in seat of holdown. LSTHDS/LSTHD8RJ---embeds a minimum of 8 inches into concrete foundation and to a 4X6 stud with (20) 16d sinker nails in wall above. STHD14/STHDI4RJ--embeds a minimum of 14 inches into concrete foundation and to a 4X66 stud with (30) 16d sinker nails in wall above. EA. 51DE OF SPLICE NJ TOP VIEW 4` 4' 4` T'rF 1 1 1 51DE VIEW t{ NCTE: �21 MINIMUM BETWEEN 5PUCE5 I=LOOR 1`RA1,A1NGDETAIL &4AIN AL TOP PLATE SPLICE UPPER FLOOR FRAMING PLAN MAIN FLOOR SHEARWALLS & HOLDOWNS PLAN ATTENTION: ALL ENGINEERING CALLOUTS ON THESE PLANS MUST BE STRICTLY FOLLOWED! NO EXCEPTIONS! ANY CHANGES OR MODIFICATIONS MUST BE PRE - APPROVED BY THE ENGINEER OF RECORD! THOMPSQN ENGINEERING, INC, 8274 28TH COURT, STE. 201 LACEY, WA 98516 �.�- T HSM PHONE: {360) 918-8079 email: rthampsonengineering@yahoo.com 24P °�� of `� .o SCALE: DRAWN 8Y: , DATE: PROJECT #Za-O2� REVISED: RESIDENTIAL PLAN I78a-PRIDE CONSTRUCTION � �f 2'� FRA�'IING/S1V/Hb PLANS, Nt�TES 8c DETAILS SHEET S2 tlF 3 2