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<br /> UNIT 21 �I c�ro
<br /> al JOIST BEAM SCHEDULE QI
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<br /> PLAN TYPICAL SIMPSON
<br /> TYPICAL SPACING JOIST I BEAM TYPE
<br /> I CALLOUT FACE MOUNT HANGER
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<br /> J1-19.2 192"oc
<br /> P2 2 O Jt-16 18 oc 11�/e"TJI 210 IUS2.06/11.88 u.o.n.
<br /> P2-2 fo 2 a PER J1-12 12"OC
<br /> PER ,y SOS m 4/SO6, ro 2J1 - (2)111/e"TJI210 MIU4.28/11,u.o.n. BTL
<br /> 4/SO6 SIM -
<br /> 81 13/i'xl P/e"LSL HU11(MAX),u.o.n.
<br /> _ _ rn ENGINEERING P.S.
<br /> s>fx,e)4 ct6 B2 - 3Yz'x71T/s"LSL HUMUC412(MAX),u.o.n.
<br /> WALL SHTG (TOP FLUSH.EXTENp ExrENo SHEAR WALL WTG fd B2.5 - 3Y'X11r/e"GLB HUIHUC412(MAX),u.o.n. ��°•°�° •^" '-�
<br /> FULL LENGTH OF UNIT) m
<br /> CONT.THRU WALLTHRU CORNEIR U
<br /> CORNER EM131NG SPACE CORNER -_ B3 - 5Yy"X11T/B PSL HU/HUC612(MA)),u.o.n.
<br /> B4 T-Al 17/8"PSL HHUS7.25/10,u.o.n. T.
<br /> 4
<br /> S08
<br /> UNIT 24 UNIT 23 UNIT 22
<br /> HORIZONTAL I DRAG STRAP SCHEDULE °"
<br /> HOLD DOWN SCHEDULE Remm saww
<br /> a a„ PLAN SIMPSON
<br /> SIMPSON DETAIL DESCRIPTION oescwITEr
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<br /> 1-16 PLAN SIMPSON ANCHOR CALLOUT STRAP TYPE s oeronwa
<br /> CALLOUT HOLDOWN BOLTTYP REFERENCEf cTrcommENTs
<br /> TYPE NOTES ❑1 CS1S)WI BEAM TO BEAM REv,sroNs ++nnrzOra
<br /> 7PER,
<br /> 2 PER 2 4PER/808 B3(F) 5 5 _ O CS18x48" _ 14/SO6 U.O.N.
<br /> P2-2 (0 2 un d C ----- -__ STRAP
<br /> 41508, r5 S08 5 2 24/SO6 SIM p 2 - 14/S06 U.O.N. a (2)CS18x38" BEAM TO BEAM
<br /> 13 15/SOB etij' r-1 SI506 O STRAPS BEAM TO
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<br /> u.,e; _ 2 S. p y ❑3 CS16x36"
<br /> c 514s16)4 GLB 9;xia'4 G'Le - FLUSH i EX ' 15IS06 (3)CS16x48" TOP PLATE
<br /> (TOP FLUSH-EXTEND crop FLUSH-EXTENDTOP FLUSH O'UN O - 14IS06 U.O.N. Z
<br /> WALL SHTG EXTEWALL SHTG EXTENDSHEAR WALL SHTG WALL SIRG
<br /> FULL LENGTH OF UNIT) FULL LENGTH OF UNIT) ULL IENGTH OF UNrn _ STRAP BEAM TO
<br /> CONT.THRU WALLCONT.THRU WALL THRU CO.CORN.THRU COM.THRU A ® (2)CS1BX36" O
<br /> CORNER --DEMI �' CORNER DEMISINGSPACE CORNER CORNER Y T -1N
<br /> EA TOP PLATE
<br /> 7�4 ?�2{-� \r� O NOT USED TRUSSIBEAM O J
<br /> '- -- -- -- _ 4 ) 4 SOB 2 B2/B2.5(F) 2 22X4 _ VERTICAL ❑5 HTS30C TO TOP PLATE JSOB SOB '. - - B1(F)- _ BFAM TO POST DTRUSS/BFAMU_
<br /> ' HGRPER 'I NOR PER HTS30
<br /> 2 • pi-6
<br /> scnD scttD O STHD14 - 17IS07 U.O.N. © DSC2R/L-S S3 TO TOP PLATE Q 7
<br /> m m CONT.B1(F) HDR- TRUSSBEAM
<br /> p 7� DSC5R/L-SDS3
<br /> _a c Jt-18 Q. - a 3 ti O7 HDU8-SDS2.5 SB T/a"x24 18/S07 U.O.N. TO TOP PLATE O
<br /> 19 -. J1-16 S08 �8 CS18x38" PLATE TO PLATE w
<br /> _ . . . . . cn ILL_$OB 63(F)_ 5 B3(F) 5 5 83(F) 82/.., 62/
<br /> .. B2.5(F)__ B2.5 F)
<br /> 5 O HDR 2 �L,- 2 e, 2 ,s 5
<br /> 2 313� 15/SOB p 2 se 15I908p '-15/SOB Soo 2 p i
<br /> 1S/S06 p 15/$06 s- 15/S06 if-
<br /> 19.2 B1(F) X
<br /> FLOOR FRAMING PLAN NOTES:
<br /> O -'HGR PER '�HGft PER FIOOr SL i1 h I be.thick TBG(Panel Spen hn 48/24).Glue Sheathing to all Frem n m end BlOdan below
<br /> N SCHD ' HD 9 s a 3 g r g g e 9
<br /> with adhesive conforming t0 A.P.ASpeaficahon AFG-01.Fasten Sheathing t0 Framing with 0.131'ONails as follows: sy
<br /> SOB 4- `2l2*6 - p q 4 4 - 2 x4 2 4 82/B2.5(F) ? q o' _ B21 B2.5(F)-p I..,.2? B2/62.E Framing,Edges 6'Gc
<br /> B21 B2.5 , - _ , B2/B2.5 F _ , _ �y Framing,Field 1°'oc
<br /> (� _ O _ I
<br /> _ . B1(F) / 61(F) HGR PER HGR PER 61(F) � e S� f - Boundaries,Blocking,Struts 6"oc
<br /> HGR PER _ ral Notes)at all Unframed Sheathing
<br /> SCHD P1 6 _- � SCNO ECHO
<br /> _ Panel g with 0.131 0 x 214 Nails as follows.
<br /> P1-6 � j� �
<br /> ? () A 2'-O"SETBACK At areas indicated s Blocked Diaphragm prov tle Zx Flat Blocking(per General Structural
<br /> () p r. � Edges Fasten Sheathing n9 to Fram ng and Blocking w •N .
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<br /> CONT.B1(F) HDR_ - CON. B1 F HDR ' I I _HDR CONT.B1 F <,"� I Framing Edges 4'oc
<br /> 4 ( Framing Field 10'oc E C N
<br /> 3 ryry 5 11 3 ry 4 \ ,r S08 'I 4 63(� /k+a I ?% Boundades Blocking,Struts DO O L
<br /> HDR 2x,o s Sae Drawings for other Sheathing Nailing requirements S08
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<br /> 82/ \ yB2/ 82/ +S A2z,PT4DxB(DROPPED) 4x6 2. Floor joists shall eq i 2e and spaung shown on plan Joist layout shown Is a casual representation and shall be adjusted for YA Z
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<br /> \ -{ - \ -{ I- =.. - penetrations as required LC N
<br /> _ \ 62.5(F) I I. _ _ 62.5(F) I I 62.5(F) _ __ _ y 2 � �( ° WALL FRAMING PLAN NOTES: H E
<br /> R PT ,
<br /> 2)12tl�12"oc (2
<br /> -- _ - POST 82102.5IF) V T\ �p��I N 3.AExtenor Wells 6hall be ear a type Pi-6 wM 2z6 tutls Q 16 of u o n O
<br /> ?_rq 3 rL B7(F) iN 3 �8,� _`max/ I Interior Walls shall be 2x4 Studs(j 16 ac u o n. 2
<br /> SOB TO T3 �:I > 1 .m m n accordance with Architectural Spa pre Each II shall be 2z4 Studs @ 16 oc u.o n Each wall shall be sheathed with (D
<br /> --- J1-19.2 B1(F) \ - J1 19.2 B1(F) _ 1�61(F) J1-19.2 =-'- - To SO6 T rosT ,at stun ment
<br /> -: Soo 1 Wham ad acelnt Shelar Wars s in ant I studs g per 3/SO6.See 1/SO6 for spec requ re s at Shear Wall
<br /> II Ai Ea wall
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<br /> HGRPER, HGRPER "'�' - - - PT 4x4 DF#2 TOP RAIL I Ors 1 are n act na l0 ether t1.1
<br /> AT GUARDRAIL(NO AT GL types P1-3 P1-2,P24 P2 3 and P2 2 1,,
<br /> SCHD SCHD -- ' 1- SPLICES)w/A FA I SPLIC •..
<br /> a. _ K - - K END TO POST J I END T 4. Headers shall be 4x8 U.O.N.See Detail 181806.
<br /> B2l B2.5(F) - - _�__ -62/B2.5(F) �`1\y'.-p6 �2/B2.5(F) = - ` (n
<br /> 5. Built-up Stud Groups n WaIIs support ng Beams,Posts or Girtler Trusses above shall be(2)Studs,u.o.n.See General Structural
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<br /> Notes for fastening requirements �
<br /> 0 SOB B 300 306 Sp6 SI -2
<br /> SOa SOB Y
<br /> HDR_ HDR < � z
<br /> 2'-0"SETBACK q I - '1�
<br /> 2'-0"SETBACK
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<br /> zxlo rq° P�1 Pr 2xm A' .4 LEGEND
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<br /> ' ®� .. LEDGER I(2z10 LEDG HDR •• 6 $X DETAIL CALL-0UT
<br /> _ Prmrla '
<br /> 16' C z pp
<br /> 2'-O„ R.IO..GER T' 2x10
<br /> SETBACK �� HDR wi ,za ,z'm ��� wi(z),zd@moc _ car(z)1za®tz'oc ...::.
<br /> A - A PT4.8(DROPPED) PT 4xe(DROPPED) Q 0 --- - ? 6'r SHEAR WALL BELOW PER SCHEDULE OF 11806 SAGE.YIOMES
<br /> .} so (DROPPED) Q xo T i
<br /> 82/B2.5 F) 821 B2.5(F)Bt(F) ( 1T3 �B'F5' 6T4ryB1(F) n �
<br /> 3 3 503 TO �TO 3 3 iy soa TO TO 309 19 g TO k°:,,a1 , BEARING OR SHEAR WALL BELOW Sage Homes Northwest
<br /> TO POST TO POST TO TO POST 19
<br /> POST TO $O$ POST .`� - TO TO SOB POST POST SOB T° POST
<br /> POST Spa POST POST 5q0 Soo POST
<br /> PT 4x4 DFa2 TOP RAIL � PAT
<br /> DF42 TOP RAIL � 9505 19ih 118
<br /> Ave E
<br /> AT GUARDRAIL(NO , AT GDARORAILLNO E Everett
<br /> A9
<br /> AT GUS)w/A34 EA �E� r SPLICES)w/A34EA _ BEARING OR SHEAR WALL ABOVE www,sageho m
<br /> Everett,wmesnwOw
<br /> END TO POST ) END TO POST
<br /> POST BELOW
<br /> �T
<br /> JOB NO.:
<br /> BLOCK THRU FLOOR FOR POST ABOVE(MATCH AREA) 22 447 02
<br /> PLOT DATE
<br /> HDR HEADER PER PLAN NOTE 4 09/02/2022
<br /> (F) FLUSH FRAMED(BOTT.FLUSH Wr BOTT.OF FRAMING) DATE: 09/02/2022
<br /> SCALE: Ya'=1'-0"
<br /> HOLD-GOWN TO WALL ABOVE PER SCHEDULE ON PLAN DRAWN: BOB
<br /> CHCKD: RMH
<br /> SHEET NO.:
<br /> ° ' 2 4B 6 S03a
<br /> 1/4"=1'-0
<br />
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