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BEARING AND/OR j BEARING AND/OR BEARING AND/OR BEARING AND/OR
<br /> SHEARWALL PER PLAN ' SHEARWALL PER PLAN SHEARWALL PER PLAN ISHEARWALL PER PLAN
<br /> PLATE NAILING PER
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER o
<br /> (3)0.148" X 3" SHEARWALL SCHEDULE 1
<br /> SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE
<br /> 0.148"X3.25"@ 6"O.C. MIN. 0.148"X3.25" @ 6"O.C. MIN. 0.14$"X3.25"@ 6"O.C. MIN.
<br /> 0.148"X3.25" @ 6"O.G. MIN. j _/ } i
<br /> l 4'-0'
<br /> Ii
<br /> FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING $ EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. (20)12d
<br /> PER STRUCTURAL NOTES S1.0 I PER STRUCTURAL NOTES 51.0 PER STRUCTURAL NOTES 51.0 PER STRUCTURAL NOTES S1.0 t
<br /> RIM/BLOCKING TO TOP RIM/BLOCKING TO TOP I RIM/BLOCKING TO TOP I RIM/BLOCKING TO TOP (9U
<br /> 1 PLATE PERSHEARWALL ; I PLATE PER SHEARWALL I PLATE PERSHEARWALL_ I PLATE PER SHEARWALL Z_
<br /> { .,� SCHEDULE PROVIDE I SCHEDULE- PROVIDE I ,_- SCHEDULE PROVIDE I 1-,, SCHEDULE -PROVIDE c w
<br /> 1 • LJ 1 1 i 0.148"X3.25»@ 6" O.C. MIN. „\ �_ ,, , , . , ti . --,_,,
<br /> —ms s 4: cam_ -,-,,"--•-,-- ,, _
<br /> 0.148"X3.25 @ 6"O.C.MIN. `` `` `` `` `` `` 0.14$"X3.25"®6 O.C.MIN. ` ` 0.14$'X3.25 @ 6"O.C. MIN. FF - �, `
<br /> T
<br /> _----- ---- T
<br /> It _ \ TOP PLATE j CC o
<br /> EDGE NAILING PER SCHED. I EDGE NAILING PER SCHED. EDGE NAILING PER SCHED. i EDGE NAILING PER SCHED.
<br /> W
<br /> FRAMING PER PLAN
<br /> �_,-, tD
<br /> BLOCKING BEARING AND/OR BEARING AND/OR i BEARING AND/OR BEARING AND/OR W .- Q) '
<br /> K NG AT 48 O.C. SHEARWALL PER PLAN j FRAMING PER PLAN 1 SHEARWALL PER PLAN FRAMING PER PLAN SHEARWALL.PER PLAN FRAMING PER PLAN SHEARWALL PER PLAN STUDS E
<br /> ADD RIM JOIST/BLKG. NOTES: I ADD RIM JOIST/BLKG. ! NOTES: ADD RIM JOIST/BLKG. I NOTES: W
<br /> AS REQUIRED BY I
<br /> AS REQUIRED BY il 1. SECURE JOIST TO WALL AS REQUIRED BY •� 1. SECURE JOIST TO WALL - o
<br /> SHEARWALL SCHEDULE 1. SECURE JOIST TO WALL
<br /> I WITH 0.131"X2.5"EA. SIDE, DOUBLE JOIST A SHEARWALL SCHEDULE ____,\,_
<br /> WITH 0.131"X2.5"EA. SIDE, SHEARWALL SCHEDULE WITH 0.131"X2.5"EA. SIDE, — 0 D . 7t,
<br /> 1 1/2"MIN. FROM END. 1 1/2"MIN. FROM END. 1 1/2"MIN.FROM END.
<br /> 1\1 NOTE: -,-)
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST TO SPLICE&NAIL FOP PLATES Z U o
<br /> PARALLEL BLKG. WITH 0.131"X2.5 j PARALLEL PERPENDICULAR PERPENDICULAR JOIST WITH 0.131"X2.5 AS SHOWN @ ALL EXTERIOR, 0)
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BOTTOM. PLUMBING, PARTY&SHEAR
<br /> SCALE; 3/4"= 1'-0" SCALE: 3/4" = 1'-0" AND AT ROOF.
<br /> / SCALE: 3/4" = 1-0" SCALE: 3/4 = 1-0' SCALE: 3/4' = 1'-0"
<br /> -XT-R OR WALL TO ----RAV NG 2 I\T-RIOR WAL- TO 1-RAV I\G 3 I\TERIOR WAL- TO -RAN II\G L EX-ERIOT WALL TO 'RAVING 5 TO> DLATE S3LICI �� 701100,8
<br /> ? � - ��` ... Yrs•-�?.0�.��
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL .II,'p it fr Tr IT 3x 37 4460040
<br /> PLATE NAILING PER , Y. �, "
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP. i r7 a _ #�rj f t
<br /> tga
<br /> SHEARWALL SCHED. TYP. '
<br /> f SHEARWALL SHEATHING ,.1.� �ZZ j(Z1 ( N
<br /> p, I.( SH ALL & r I , # k 5s1'
<br /> NAILING PER SCHED. I `:; NOTE: I / t t/ �
<br /> SHEARWALL SHEATHING& s,, I., SEE DETAIL 6 THIS SHEET
<br /> I i1 �_
<br /> NAILING PER SCOLD. CONTINUE WALL SHEATHING I FOR BALANCE I I ' s"
<br /> TO RIM W EDGE NAILING ( f
<br /> RIM TO TOP PLATE A35/LTP4 C, ELSE PROVIDE RIM TO TOP I I,
<br /> j, ?j JOIST HANGER LAP JOIST 4 AND I E `r ':ice iii ..lr�,,
<br /> TOP PLATE . -�y�' �
<br /> PER SHEARWALL SCHED. I. III ;,;, USE 3 8d NAILS SPLICE SE_ 5 4 � ��<�;,�
<br /> PLATE A35/LTP4 PER JOISTS AT SOLID BLOCKING THIS SHT. sof' , I� y. • I x
<br /> s', � ; SHEARWALL SCHED. j „ t�s p ,• ;�
<br /> �'� TO BEAM AT NON BEARING WALLS sr. �,. �;. i
<br /> HEADERS MAY BE o ,• ,r
<br /> il ÷ AS REQ. sk6 til r Qi�
<br /> r.) �'�,� \ i o I-, ,4::t:(1'11-1� \ (l (� RIM
<br /> �®�•r PANEL BLOCKING AT BEARING WALLS ATTACHEp TO KING STUD ���? __.-.��' o
<br /> rf `h
<br /> i °- fi•, {� I HEADERS: / W HUC HANGER OR A34
<br /> ,
<br /> 1- A a_ 1 i PLYWOOD PLYWOOD STUDS AT - / / # �,I,A. -4,4
<br /> ��,"Is
<br /> (2)2X8 @ 2X4 WALLS A35 CLIP:
<br /> ,F.,____,_,..___,,,,,.------------•----'13:40 \ 16 O.C. TYP. g.,,li
<br /> I,. ► I., \ / (3)2X8 @ 2X6 WALLS (2)2X4 MIN. i� r
<br /> �'';. �i I 1 i,i
<br /> ;i �•' i sal I _��_�._,_�� U.N.O. UNLESS NOTED `�
<br /> €� t /' OTHERWISE PER PLAN
<br /> co
<br /> JOIST PER PLAN TYP. ' JOIST PER PLAN TYP. ( �° ,f JOIST PER PLAN TYP. BUNDLED 6
<br /> JOISTS (2) lod @ 12"
<br /> PROVIDE INTERIOR CROSS E � TYP4ti . _ �, ,�
<br /> t ! h v:, 1 h \ z o
<br /> Inc WALL 4R BEAM AT 12' O.C. l KING STUD-TYP. QIt
<br /> , N
<br /> a 4' ELSE BLOCKING AT 6'O.C. '`` 1
<br /> FACE NAIL W/ o 5 9 TI
<br /> DOUBLE_JOIST MIN. Ilk i it, JOIST PER JOIST PER (2)16d @ 12"O.C.
<br /> Il ,• JOIST PER PLAN TYP. t TYP.
<br /> II; f, -DOUBLE JOIST MIN. ,i, PLAN PLAN AT BEARING WALLS AT NON-BEARING WALLS 0 0
<br /> SHEATHING AND NAILING PER IL: , "I_ SHEATHING AND NAILING PER I 1.' i`1_ =, ti
<br /> co
<br /> SHEARWALL SCHED. TYP. y I t JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1) TRIMMER STUD
<br /> SHEARWALL SCHED. TYP. I 1 @ OPENINGS UP TO 5'-0" WIDE
<br /> BEAM PER PLAN BEAM PER PLAN 2))@OPENINGS 5'-1"&GREATER 0
<br /> NOTE: FIRE AND SOUND ' NOTE: FIRE AND SOUND
<br /> co
<br /> RATING INFORMATION PER
<br /> RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWISE PER PLAN
<br /> ARCH. 1
<br /> SCALE: 3/4" =1'-0" SCALE: 3/4"= 1'-0 ARCH. SCALE: 3/4" = 1'-0" SCALE: NONE II Jr Z
<br /> 6 --L CA� PAR-YWA__ ' 7 ! -YTICAL PARTYWAL A- SF-38 BUT_- UP B-AV 9 TYP. CONI .. TO WOOD BEAU 10 TYP. -DR. AT S-RUCT. WALL c' o
<br /> UPPER WALL: _, cc
<br /> NOTE. SEE ARCH. FOR STAIR DIMENSIONS I (n
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING/SHEAR WALL AND BLOCKING REQUIREMENTS 1 o ¢ ~
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED.FOR UPPER WALL PER PLAN AND SCHEDULE 0.148'X3.25"
<br /> SHALL BE ANCHORED W/(4)8d TOENAILS
<br /> @ 4"O.C. ! o c. 0
<br /> STAGGERED
<br /> FLOOR NAILING PER --An/ i L= HORIZONTAL RUN I_ -- cc I--
<br /> STRUCTURAL NOTES P.E.N.PER UPPER WALL '' 2X12 STRINGERS FOR L<84" t I i cc w '�'
<br /> 1.75X14 LVL STRINGERS FOR 84"<L<14O" 1 Q
<br /> Li-
<br /> MST37 STRAP - ��� �� � �
<br /> 2X BLOCKING TYP. CONT. RIM JOIST I — — A35 �4 :�� i z
<br /> TOP PLATE TOP PLATE -
<br /> A-� TOP PLATES '�`,�invi z w
<br /> „ BEAM BEAM
<br /> „\ . --''—' '.- '- -- --'‘---.
<br /> PER PLAN BEYOND i
<br /> I PER PLAN .��. .��.� I��
<br /> FT 1
<br /> I iWALL STUD
<br /> „ „ „ „ „ „ ,, , „ „ , „ ,\''
<br /> 4J(MIN.
<br /> ® ® NM -- ® ® ME ® ® ® MI _ ® ® ® Ell
<br /> �� _ �' BLOCK FLOOR I ! ,E.�
<br /> z �' ' BLOCK
<br /> EDGES _ LANDING
<br /> STRINGERS
<br /> ir,
<br /> PROVIDE(4)LTP4 BEAM PER PLAN I PROVIDE(4)LTP4 MI
<br /> F" -- - 1~ I
<br /> CIO E
<br /> EACH SIDE OF I 1 c
<br /> EACH SIDE OF � € .I
<br /> (2)8d TOENAILS A (2)8d TOENAILS _, 2x /I\ I r--4 _o
<br /> BEAM BEAM BEAM PER PLAN EACH SIDE 2X RIM JOIST IVT TVI
<br /> EACH SIDE PER PLAN ( I
<br /> II\I LAI
<br /> j (2)STUDS U.N.O. 2x BLOCKING -— I __=-r=-_--- i Q)
<br /> ______,C_____ POST PER PLAN ON PLANS P.E.N.PER LOWER WALL I- ( -
<br /> ,` BEAM/HDR @ SIM. ( �1
<br /> EXTERIOR INTAOR WALL AND CEILINGA I 'N= WIDTH /4"VERIFY n�
<br /> WALL PER ARCH. LOWER WALL:
<br /> BEARING/SHEAR WALL A, (3)STRINGERS FOR W<42" r4h--i
<br /> PER PLAN AND SCHEDULE (4)STRINGERS FOR 42"<W<48"
<br /> T Y D. --OD PLAT- TYT, TOT PLA-1-7 EELEVATOR AT WALL SECTION A-A AT WALL �n
<br /> SCALE: 3/4"= 1'-U" SCALE: 3/4' = 1-0 TRUSSES PERPENDICULAR �/
<br /> 11 SQL C- AT =LUS- BEAN 12 S3L C= AT DRO»ED B-Av 13 B---AV T0-N AILI\1G 14 CAST_-N-R -LOON JOTS 15 -YP. STAIR FRAU I NG AT WALL .P.,
<br /> UPPER WALL: UPPER WALL: �-,.,---, ��,----- ,------,----,-----,-----,-----,----..,^,-----
<br /> WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL �` 0
<br /> SCHED.FOR UPPER WALL PER PLAN AND SCHEDULE i SCHED.FOR UPPER WALL PER PLAN AND SCHEDULEct
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL
<br /> Iter- --}'r-- FOR ALL FLASHING DETAILS
<br /> FLOOR NAILING PER P.E.N• PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N.PER UPPER WALL 0.T�' POST- WRAP PER ARCH.
<br /> STRUCTURAL NOTES I -`a I DRAG STRUT PER PLAN - STRUCTURAL NOTES - " <
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL E. `1 cc '
<br /> BEAM PER PLAN 1 3/4"PSL BLOCKING `',� DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING _ 2X LEDGER e 4� i� 6X6 POST WITH ABU66
<br /> i
<br /> ��j 1-5/8"MIN. i�l ° O
<br /> •` ~0*' / I _- i L 5 MAX. I .. i' BEAM - ALIGN WITH
<br /> ►�" !f „ L le BLOCKING �„ „ `. \B-Low
<br /> , - �{CENTER OF W006 POSTII I "�� BLOCK FLOOR 1. �_ I � it r--..I
<br /> ?moi
<br /> �� A ��� •
<br /> I DIAPHRAGM EDGES �� j
<br /> I /'
<br /> � r TlP 41i
<br /> r- /
<br /> JOIST \ ,-
<br /> SIMPSON A35 BLKG. �� / 1,
<br /> JOIST PER TO TOP PLATE BEYOND JOIST BEAM HpR @SIM. I/\\ __ ____ -i,„:„.„-1.7. _ .„.7.
<br /> 1, , Ct r_,
<br /> PER PLAN I PLAN - TYP. SPACING PER _ i TRIM RE:ARCH. C.;)
<br /> w�
<br /> PER PLAN P.E.N.PER LOWER WALL I� ' II Fil'il/i: BEAM TO POST W EPC
<br /> V
<br /> I SHEARWALL SCHEDULE PANEL SHEATING/NAILINGii POST CAP /
<br /> SOFFIT RE: ARCH. TO MATCH LOWER WALL I (2)-1/2''0 LAG SCREWS M--�I
<br /> I W 2' MIN.PENETRATION +I Ii
<br /> SHEARWALL BEYOND 1 / �
<br /> HOLDUWN STRAP PER
<br /> 1,L+1, NOTES: — TO RIM AT 24" O.G. ;I 11u F.•• 2.%,)
<br /> SHEAR WALL SCHED. CANT'L. JOIST
<br /> CEILING PLAN (TYP.) SEE ALSO DETAIL 7 SHEET A9 WALL AND CEILING LOWER WALL: STAGGERED. MAY BE III Iii � }
<br /> PER ARCH. PER 13 S1.3 PER ARCH. BEARING/SHEAR WALL REPLACED W/Y"O THROUGH '''I�I!!_ V
<br /> BOLTS N WASHERS. r-rl w
<br /> / PER PLAN AND SCHEDULE / h�-�{
<br /> SIMPSON DTT1Z @ 4 LOC'S
<br /> EVENLY DISTRIBUTED ALONG
<br /> DECK AND ONE WITHIN 2"OF
<br /> EACH END OF LEDGER. INSTALLW - -
<br /> EMBED &(6)SD"LAG REW X1W//2" 4"
<br /> SCALE: ALE3/4"= 1'-0" � SCALE: 3/4" = 1-0" SCALE: 3/4"
<br /> = 1'-0" JOIST PERPENDICULAR SCALE: 3/4"= 1-0 JOIST PERPENDICULAR SCALE: 3/4"= 1'-0'v`
<br /> 16 S-EAR WALL TO B-AN I• { 17 -Y3 CAL DRAG S^RUT 18 _OW ROOF 19 LOAD TA\SF-R DETAIL 20 TL. SECTION AT DEC< G. S9•0
<br /> I J
<br />
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