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1 ANCHOR BOLT CORNER LOCATION 1-2x4 or 1-2x6=4 1/4" 1-3/4 or 1-3x6=5 1/4" 2-2x4 or 2-2x6=5 3/4", x4 or 2-3x6=7 3/4" 1-4x6 or 1-6x6=8 1/4" 1-4x8 or 1-6x8=1 A" 1-4x10 or 1-6x10=12" I er----- '----_Compression Post

2 r-- 41/4" 1-2x4 or 1-2x6 / 5 1/4" 1-3x4 or 1-3x6 / / 4 " 2-2x4 or 2-2x6 / 7 3/4" 2-3x4 or 2-3x6 /1 t-- 81/4" 1-4x6 or 1-6x6 ~/ 10" 1-4xB or 1-6xB +--12" 1-4x10 or 1-6x10 2 3/4" Typ. / / / Compression Post 6" Max --~ ANCHOR BOLT Mid-Wall Location

3 1-2x4 or 1-2x6=4 1/4" 1-3/4 or 1-3x6=5 1/4" 2-2x4 or 2-2x6=5 3/4" 2-3x4 or 2-3x6=7 3/4" 1-4x6 or 1-6x6=8 1/4" 1-4x8 or 1-6x8=10" 1-4x10 or 1-6x1 0=12" ANCHOR BOLT Perpendicular-To-Wall Location

4 TOP PLATES ~-SPLICE PER SCHED ~ BN SN TO BLKG 4" MAX I "~ " 2x BLKG _-----l ' HGR ' x LEDGER WI '--'----J'------'----- Ballooned Framed Shear Wall W/Ledger

5 48" TOP PLATES ~-----=~~... SPLICE PER SCHED BN I SN TO BLKG //~BN TO BLKG 4" MAX -",,-- I-+t-?r-- 1'- MIN ft- 2x BLKG 2x LEDGER WI ~/ 2x 48" JST PER PLAN Ballooned Framed Shear Wall W/Ledger

6 1 1/8" Maximum Hole Bearing plate at double top plate No splice in the top plate permitted within 8" of the rod. ATS

7 ~-NUMBER OF HOLD DOWNS PER PLAN AB PER SHEAR WALL SCHED PLAN VIEW MARK ANCHOR LGTH POST (ON) PERMFR PER MFR PER MFR X 4x 4x Bolted Hold down & Schedule

8 cc. WALL & FTG FULL HGT-- OF HOLD DOWN POST ~ HOLD DOWN POST (FULL HGT) r--- HOLD DOWN PER PLAN INSTALL PER MFR -" & GERAL NOTES ~ ~ 7 MB Dia Min. k--'=~;f:=='s;==~i!iii /2" Min. HOLD DOWN ANCHOR li- P III III ==,~ Note: 1/2" Min. above the plate to allow for pretensioning the anchor to minimize the connector slip. Bolted Hold down

9 1 1 1 Cf. OF POST 7 MB DIAMIN JOISTS-- ~_FULLD BEARING _I BEAM / POST ~ '-----,~'~ Column Cap (Strap)-Beam to Beam

10 Starter Shaped Blocking FA anel (Roof '-----_Diaphragm, Roof Sheathing) Joist/Rafters Fascia Soffit """~_ /, Top Plates SN ~ 16' 4 /1111"--_--, ~-- Studs _---Plate ~- Panel or Floor Panel ---~~~~====::1~======r_----rtoor--,:; BN ~ Blocking _ LEGD -~~_.. ~:'::::::J Shear Wall Panel Floor Joist =Panel Edge Nailing BN =Panel Boundry Nailing SN =Shear Nailing FA = Framing Anchor Shear Wall Length Er> =Shear Wall Mark Anchor bolt ~Plate (Sill plate, foundation plate) / / _Slab on Grade ~.II~~t=~~~------,,~~~-~- <l <l Footing I <l <l 'J 'J 'J III 111-; 111== ~ <l >J"~>I 111== 'J <l EXAMPLE OF TIMBER TERMS

11 r-+-_sn BN Insulation Per Local Code Req. V 2x BLKG OR 2xRIMJST ' Sub-Floor I ~ z ~ Co Stem Wall Per Local Code Req. Rebar Per Local Code or Req. / '1 'J'J II -- II "Q II '1 II II 'J'1 1 1 I '1 'J II --~ I JI'1~ 'J _ ~ "1-1 Mud Sill JOIST z ~ Co -'... Footing Per Local Code Req. Exterior Footing W/Crawlspace

12 STUDS PER PLAN c-----l---_sn PLATE FA Installed Per MFG Inst. BN_~ BN TO BLKG ~ 2x 48" ~----+-t++\-i x BLKG OR ji GIRDER & HGR 2x RIM JST ~~w-~~=----~-----' j ~_Per Plan (Full width HGR) STEM WALL Per Local Req. Footing Per Local Code Req. II Z',II 1'1 II / -- 'Q II II Z', 17 Z', 'Q II 'I I~-l ''t: II 1 II I----+-~ I Z',;Q 'I I ~-~~----~ I I III=- '~-IIII '- Rebar Per Code Req. z :2: Exterior Footing W/Crawlspace

13 BN SN STUDS PER PLAN ~~ ~-FA AS REQD r----_2x 48" BN TO BLKG, x RI M JST _~ TOP PLATES SPLICES PER ~ SCHED STUDS PER PLAN ~ PLATE ~~ 2x 3x 4x,I II-II( 1- I ft-4fflrt------;f-t I I.III=- -'- <i Exterior Footing W/Cripple wall

14 - \ STUDS PER PLAN ~~'.'.'.'.'.'...~~~ ~ FAASREQD / ~ ~ 2x BLKG _LI ~I ~---_. <H=~~<:::: />< 1/ '\ TOP PLATES ~//I~ ~~ /~/ ~ /~ STUDS PER PLAN /"- ~ ~-=i~ ~ PLATE / f j( I~ [/! ~ ~ / "...' / '.. ~/ "~I" " / ~ ~ <I 6" z I" ~ 2x 3x 4x STEM WALL/// PER LOCAL CODE <I j Exterior Footing W/Cripple Wall

15 2"MAX r-- STUDS PER PLAN PLATE, AB & PLATE WASHER PER SCHED r-- SLAB & BASE COURSE PER PLAN 6" ~ ~ " ~ " " '7 ~~='LLEL'L"--'-LC' -'--'JL"'1,,~ 1_-1I-II I~-II-II IIT' '-----= I I ' ~ Note: The 1/2" min. distance specified for the 3X plates from the concrete to bottom of the panel provides some moisture protection for the panel. Prevents dry rot. I I I -III I '-----= I I ' Exterior Footing

16 Exterior Shear Wall W/Blocking ~STUDS PER PLAN PLATE SN - ~2x BLKG WI FA PER SCHED JOIST BN TOP PLATES ' SPLICES PER SCHED

17 ~_STUDS PER PLAN SN BN 'I' JOIST BLOCKING OR LAMINATED BLOCKING W/FA PER -~ CODE ~ PLATE -~,k----l-=----= \ 'I' JOIST WI STIFF PER MFR Exterior Shear Wall WII-Joists

18 STUDS PER PLAN ~- SN , BN I r----plate 'I' JOIST BLKG OR r---laminated BLKG WIFA PER CODE / / / 'I' JOIST WI STIFF PER MFR Interior Shear Wall W/I-Joist

19 STUDS PER PLAN r----plate SN~ ~_2x 48" BN TO BLKG BN ~ MIN JOIST 2x RIM JST W/FA PER CODE REQD TOP PLATES,--SPLICES PER PLAN Interior Shear Wall W/Rim Joist

20 SN BN MATCH WALL BELOW 4" MAX 4" MAX BRACE ~PER PLAN -~ FA PER SCHED ~TOPPLATES SPLICE PER TRUSS Gable End Truss Over Shear Wall

21 V' / SN / / / -/ 1"- f ~ vir ~ --- BN *I" FA AS REQD! \ 2x 3x 4x ~~~~~~<I, STEM 11=111- VVALL ~ 'I zs Interior Footing VV/CrawlSpace & Cripple VVall

22 BN SN r-- ~_STUDS PER PLAN PLATE (Sill) FA Installed Per MFG Instructions ' _2x BLKG ~~_JOIST STEM WALL Per Code ~~ Req.,-----PLATE co _I T""" Footing Per Code Req. Rebar Per ~~-Code Req. Interior Footing W/Crawlspace

23 -~:I~ STUDS PER PLAN BN PLATE FAPERSCHED 2x 48" BN TO BLKG 2xRIMJST _~ STRAP PER PLAN ~~/~Girder & HGR Per Plan 1\1 (Full Width f----~~-----==l!======li======!#=~~===~=jf'l~ :lr-hgr) PLATE (Sill) EQUAL STEM WALL Per Code Req.,III-II( '- I I III=- Footing Per Code Req.,I II-II( '- I I III=- Rebar Per Code Req. Interior Footing W/Crawl space

24 -~~- 1, / / ~ I~ /I"----~ ~--J/ ~- STUDS PER PLAN JST LAP 2x 3x 4x / ~ ~ ---~ _ /Z\ STUDS PER PLAN TOP PLATES ~ //!I~~~ r- SPLICE PER / I, ~ / SCHD I~ /I~ ~V~~~ )~~PLATE / f= 1"-- ~ ( = C= ~ /~ ~ _ / ~ ~ 1- \~~ " ~~ I'",I II-II( I I III=- STEM WALL ~ '- Interior Footing W/Cripple Wall

25 2"MAX ---STUDS PER PLAN ---PLATE, AB & PLATE WASHER PER SCHED SLAB & BASE COURSE ---PER PLAN 1 1_-II"~-IIII II~ I = I 1 ' Interior Footing

26 SN -- BN ~, -, ~_STUDS PER PLAN 7 / PLATE 2x SOLID BLKG =1] JOIST " ~"'" TOP PLATES ~SPLICEPER SCHED Interior Party Shear Wall W/Blocking

27 ~_STUDS PER PLAN SN - BN SN \~~ / / I 2x 48" BN TO BLKG 1'- MIN JOIST -_/ 2-2x RIM JSTS WI FA PER SCHED TOP PLATES '-----_SPLiCE PER CODE Interior Party Shear Wall W/Rim Joists

28 STUDS PER PLAN SN PLATE / JOIST 2x BLKG Interior Shear Wall Above

29 r---bn JOIST JST LAP \ \ 2x BLKG WI FA PER CODE TOP PLATES ' SPLICES PER SCHED Interior Shear Wall Below W/Blocking

30 r-----2x 48" BN r----- TO BLKG 1'-0" JOIST 2x BLKG W/FA PER CODE TOP PLATES '------SPLICE PER SCHED Interior Shear Wall Below W/Rim Joist

31 BN 2x VERT ES OF TRUSS TRUSS TOP I\/~------t----CHORD BN SHAPED BLKG TRUSS I-I VERT MATCH WALL A BELOW / ~ X TRUSS BOT CHORD SECTION X-X \ TOP PLATES SPLICE PER SCHED Interior Shear Wall Perpendicular To Trusses

32 STUDS PER PLAN SN BN~ \ \ ~PLATE JST LAP JOIST 2x BLKG WI FA AS REQD TOP PLATES \-SPLICES PER SCHED Interior Shear Wall W/Blocking

33 r----studs PER PLAN SN --, BN \ PLATE TOP PLATES r----splice PER SCHED '-'I' JOIST WI STIFF PER MFR ' BLKG Interior Shear Wall W/I-Joist

34 ~-STUDS PER PLAN SN , BN \ \ I ~PLATE 'I' JOIST BLKG OR r---laminated BLKG WIFA PER CODE 'I' JOIST WI STIFF PER MFR Interior Shear Wall W/I-Joist

35 STUDS PER PLAN r---_plate SN~ ~_2x 48" BN TO BLKG BN ~ MIN JOIST 2x RIM JST W/FA PER CODE REQD TOP PLATES ~-SPLICES PER PLAN Interior Shear Wall W/Rim Joist

36 2xSHAPED BLKG BN FA PER SCHED TOP PLATES SPLICE PER SCHED Joist At Bearing Wall

37 BN ~ BN Toenail ---, \FA as Required ~ Load Path--Exterior Floor/Roof Framing

38 BN ~ BN ~ ~ Blocking \j Load Path--Exterior Floor/Roof Framing

39 ,_-+-_SN BN SN r- SN - '---- BN \ FA as Required For Shear transfer -----" Where a double sill plate is used the sill shear nailing of both the upper &lower plates are frequently missed. Penetration of the nail from the lower plate thru the panel & into the blocking should be checked. FA as Required For Shear transfer A Load Path--Exterior Floor/Roof Framing \j B

40 Cont. Panel -- /, Fire Blocking \~/ '-----_Ceiling Joist Used in dropped ceilings for kitchens or bathrooms. Wall panel is normally installed after all walls & joists are in place. Load path is often broken at the ceiling joist. Leaving a space for the installation of the panel is the correct solution. Load Path--Interior Wall W/Ceiling Joist

41 Blocking, \: ~ ~- -~ Fire Blocking This wall panel is normally installed after all walls &joist are in place. Found or used in kitchen & bathrooms with dropped ceilings. Load Path--Interior Wall W/Ceiling Joist

42 \ Missing nails (shiners or air nails) must be corrected. One line of missing nailing can greatly reduce the diaphram's capacity to resist loads. Excessive slanting of nails will adversely affect the lateral capacity of the shear walls / LOAD--Path Nailing

43 <C. WALL & FTG FULL HGT / OF HOLD DOWN ~ / POST ~~ ~--HOLD DOWN POST (FULL HGT) HOLD DOWN PER PLAN I // ;NSTALL PER MFR >F-+-+- / &GERAL NOTES ~ ~~+=======~-- 1/2" Min. HOLD DOWN ANCHOR Nailed/Screwed Hold down

44 BN 2x RIM JSTW/ FA PER SCHED TO BLKG ~---rr--- 2x 48" /,,~... MATCH WALL BELOW " ~2x4 16" ' BRACE PER PLAN ~ SN Platform Framed Party Shear Wall W/Attic Rake

45 2x RIM JOIST BN BN TO BLKG \ JOIST PER PLAN ~ 2x BLKG ONE _----.-J ~TOPPLATES SPLICE PER SCHED 3x BLKG Rim Joist At Shear Wall

46 MARK (1 ) (2) FOUNDATION PLATE JOINT FA NUMBER OF FA'S AB STUDS ON CONC SN SPACING PER BLOCK ON WOOD (EDGE NAILING) (FOUNDATION PLATE) &BLKG OR MAS (SHEAR NAILING) RIM BLKG BLKG ANCHOR ~ 5/8" 48" 3x 2x 3x 24" 1 1 ~ 5/8" 24" 3x 2x 3x 12" 2 2 B> 5/8" DIA@ 16" 3x 2x 3x 12" 2 3 (1) cf]; WOOO MIN LGTH (WIDTH) OF SHEAR WALL (FT) STRUCTURAL PANEL MARK (NAIL SPACING) (2) PROVIDE PLATE WASHERS 1/4 x 2112 x 0'-21/2" TYP.

47 BN - 4"MAX MATCH WALL BELOW ' BRACE PER PLAN FAPERSCHED '----- TOP PLATES '--SPLICE PER SCHED ---'---' j\ , Platform Framed Party Shear Wall W/Trusses

48 EQUAL ct. OF STRAP EQUAL 1/ 1/ 1/ / / / JOISTS \ / FULL D BEARING v I~.. X/.. /... /.. /.. /.. /... /..\ X... /.. /.. /.. /..//.. /... V IX./.. /.. /.. /... /.. /.. /.. /.. / X ~ v J BEAM / \ STRAP PER PLAN POST ~ Strap-Beam To Beam

49 EQUAL i OF STRAP EQUAL / 1/ / / / 1/ JOISTS,--FULL D BEARING -'\ / /_STRAP PER PLAN /..//.. / X/ /../../../../../..\ X../../ / V// IX //../ / / / / / IX // /1<> ~ "----0 o =_ 0 --:- 0 ~ ~ ~ o =_ 0 --:- 0 ~o o~ 0 ~ o~ 0 0 ~ 0 0 \ \ \ TOP PLATES o BEAM_/ POST ~~ '---_, ~'--'------'---_ Strap-Beam To Top Plates

50 'f. OF STRAP 1/ / EQUAL I. EQUAL / 1/ / BEAM \ / / STRAP PER PLAN DBl STUD TYP ~-~ ON PLAN /: vv\~ '------TOP PLATES Strap-Beam To Top Plates

51 JOIST PER PLAN W/"U" HGR TYP ~- BN --STRAP PER PLAN SHAPED RIDGE BM PER PLAN Tie At Ridge Beam

52 ~BN ~ == == == == ---,---If _ 4" MAXi _//, BRACE PER PLAN MATCH WALL BELOW ~-FA PER CODE 4" MAX ----I ---I Y TOP PLATES ~-SPLICE PER SCHED Truss Over Shear Wall

53 BN 2x SHAPED BLKG t TRUSS PER PLAN FA PER CODE TOP PLATES '---SPLICE PER SCHED Trusses At Bearing Wall

54 I _ BLOCKING ON PLAN I _ BN CONT PANEL EDGES (WHERE BLKG REQD) 12" BN STGR NOTES: 1. FOR ITEMS NOT NOTED SEE PLANS. 2. MINIMUM PANEL DIMSION IS 2'-0". Typical Blocked Roof & Floor Diaphrams

55 2x SCAB PLATE W/ 4-16d EA D PLATE, AB W/ PLATE WASHERS 1/4 x 2 1/2 x 0'-2 1/2" PER PLAN / DETAILS 5" MIN Note: Holes for anchor bolts shall be 1/32" to 1/16" larger than anchor bolt diameter. If holes are over size repair with epoxy. 5" MIN... ;PLAN STUDS PER TOP OF SLAB 7" MIN INTO CONC (WHERE CURB OCCURS ADDL LGTH EQUAL TO CURB HT) 12" MAX 12" MAX z ~ ~ ~ k--++i IT] >-"k " MAX / AT CORNER AT INTERSECTION Typical Plate Anchor Bolts AT SPLICE

56 TOP PLATES r----(stagger) HOLD DOWN POST PER PLAN J--\---+-I JOINT STUD PER SHEAR WALL SCHED 1/2" MIN EDGE I~-----DISTANCE TYP ~_~ HOLD DOWN ANCHOR PER PLAN _ STUD PER ' PLAN ~FN Typical Shearwall '-----(STAGGER) NOTES: 1) FOR ITEMS NOT NOTED SEE PLAN & SHEAR WALL SCHED. 2) MINIMUM PANEL DIMSION IS 1'-0". 3) USE FULL SIZE PANELS WHERE POSSIBLE. 4) FIELD NAILING 12" ON. 5) 3x SOLID HORIZ JOINTS.

57 ~1>.t " SN - [] ---@ ---@ [] [] SN_/ (si [;:1> I-l \_:: ~ ---@ ---@ ---0 Typical Shear Wall Intersection (No Hold downs)

58 SN []> ---0 SN o {~ ---@ j0 ---@ Typical Shear Wall Intersections (With Hold downs)

59 NOTES: /----~-~~-~~~\~ /\ ~ /\ \ ~ \ \ \ " ( \ \ \ ~" I \ \ \ I \ \ \ I \ \ \ \ f I I \ \ \ \ 1\ \ \ \ I \ \ \ \ 1 \ \ \ \ \.. \ 1 \ ~ \ \ I \ " \ \. ~. ~ \ ~\ \ ~ V 1 ~ \ ~ \/ I I " " \ " \..... \ " / 1. FOR ITEMS NOT NOTED SEE PLANS. 2. MINIMUM PANEL DIMSION IS 2'-0". Typical Unblocked Rood & Floor \ / I \ BN STGR 12" Ef _-~~3

60 NOTE NOTE NOTE 0 OR BN PER PLAN ~t-- NOTE (] PANEL OR BN PER PLAN NOTE CD NOTE 0 NOTE G) CLEARANCES PER PANEL MFR 1/2" MIN PANEL EDGE DISTANCE 3/8" MIN LUMBER EDGE DISTANCE STUD OR JOIST FRAMING I - JOIST FRAMING

3.1 General Provisions

WOOD FRAME CONSTRUCTION MANUAL 107 3.1 General Provisions 3.1.1 Prescriptive Requirements The provisions of this Chapter establish a specific set of resistance requirements for buildings meeting the scope