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BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING AND/OR �
<br /> SHEARWALL PER PLAN SHEARWAL� PER PLAN SHEARWALL PER PLAN SHEARWALI PER PLAN
<br /> �
<br /> PLATE NAI�ING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER �
<br /> �
<br /> (3) 0.148" X 3" SHEARWALL SCNEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL �CHEDl1LE � �
<br /> 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25° � 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MfN. 0.148"X3.25" C� 6" Q.C. MIN. "
<br /> 4'-0
<br /> � - i �
<br /> FLOOR SNEATHING AND NAILWG �� EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING ' EDGE NA(LING PER SCHED. FLOOR SHEATHING ANQ NAILING i� EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. � �
<br /> PER STRUCTURAL NOTES 51.0 PER STRUCTURAL NOTES S1.0 � PER STRUCTURA� NOTES S1.0 PER STRUCTURAL NOTES 51.0 � (20) 12d . �
<br /> RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP z �
<br /> PLATE PER SNEARWALL j PLATE PER SHEARWALL � PLATE PER SHEARWALL � PLATE PER SHEARWALL - � �
<br /> � __ SCHEDULE - PROVIDE � SCHEDU�E - PROVIDE � SCNEDULE - PROVIDE SCHEDULE - PftOVIDE �
<br /> . . � . .�� . � . . �� . . . i . . . �. n . �e. . n . . . � a � . n � 6». . N .�'�.v..."�_z'._ _..�._�._.:,_.3.......>_._ . � .��'_:S._s.-.r�'�y..`"'+"'_—.��`��`�`�:.�...5�..;`„`_�_-__^. .
<br /> I ___.
<br /> n 0.148"X3:25" � 6" O.C. MIN. 0.148 X3.25 � 6 O.C. MIN. , 0.148 X3.25 C� 6 O.C. MIN. , 0.148 X3.25 O.C. MI . `� �
<br /> �, �, �; � �� � � j � � � �`''�... c�z �
<br /> !; !,, ;; � � � � , , � j _� � � �
<br /> � ,
<br /> ;', ;';, ;; �� ' ,� ; � .
<br /> ._�_� __.____�_._H_._ �_______ .�___-____..�____,- _�- - ,�_ _ _ ..._ .
<br /> I � \'� j TOP PLA �
<br /> .(��,_�,�__�.__..____.._� _---�:-�i ;_---�-�-��.�� ___�.__----___-_________-- _ .._...__�., ���._i.-- _ �_._------__—�.._.. �.....,..---- _��:.��� ' .�_..._._ ,.._.._._ �- __ _ _�._ ......�.�._.._ ...�.._ ' ..,�._. � '� �
<br /> I � N �� �
<br /> � EDGE NAILING PER SCHED. ( —EDGE NAILING PER SCHED. �, EDGE NAILING PER SCHED. i — EDGE NAILING PER SCHED. � � � �
<br /> FRAMING PER PLAN . �
<br /> BEARING AND/OR � BEARING AND/OR �� BEARING AND/OR � BEARWG AND/OR � �
<br /> BLOCKING AT 48" O.C. SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLA�! FRAMING PER PLAN �f SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN STUDS � � ^ �
<br /> W
<br /> ADD RIM JOIST/BLKG. N4TES: � ADD RIM J01ST/BLKG. �� NOTES: ADD RIM JOIST/BLKG. i NQTES: - � `�
<br /> AS REQUIRED BY � 1. SECURE JOIST TO WALL { AS REQUIRED BY � 1. SECURE JOIST TO WALL AS REQUIRED BY � 1. SECURE,JOIST TO WALL � � �
<br /> �
<br /> SHEARWALL SCHEDULE WITH Q.131"X2.5" EA. SIDE, DOUBLE JOIST SHEARWALL SCHEDULE ` WITH 0.131"X2.5" EA. SIQE, SHEARWALL SCHEDULE WITH 0.131 X2.5 EA. SIDE, � � �
<br /> 1 1/2" M1N. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. -�-� � �
<br /> NOTE: U .� �
<br /> 2. SECURE RIM JOIST TO � �
<br /> 2. S�CURE RIM JOIST T0 SPLICE & NAI� TOP PLATES � � ��
<br /> AS SHOWN @ ALL EXTERIOR, o co
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR JOIST WITH 0.131°X2.5 � � �
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BOTTOM. PLUMBING, PARTY & SHEAR
<br /> SCALE: 3�4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3�4" = 1'-0" AND AT ROOF.
<br /> �
<br /> 1 EXTER OR WA�� TO �RAN11�1� 2 �ITERIOR WA�� TO FRAN11�1G 3 I�ITERIaR WA�� TO FRAN11�1G 4 EXTERIOR WA�� TO FR��11�1G C�5 TOP P�ATE SP�ICE k �-- �.
<br /> � �� ❑ 0 z
<br /> ; �
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS P�RPENDICULAR JOISTS PARALLEL - � �
<br /> .
<br /> �- ;<'s
<br /> PLATE NAILING PER � '
<br /> a 1 �h
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP. �
<br /> � � � ���tr <
<br /> Y J-
<br /> $HEARWALL SCHED. TYP. ,s << SHEARWALL SHEATHING & ig ,, �
<br /> SHEARWALL SHEATHING & i;� `'j NAILING PER SCHED. �, F NOTE: I
<br /> ,,, ;�� '; k; SEE DETAIL 6 THIS SHEET � �� �
<br /> " ;" G�NTINUE WALL SHEATHING �i� �s � �
<br /> NAILING PER SCHED. s{ „ FOR BALANCE
<br /> �+ �' TO RIM W/ EDGE NAILING �r i�
<br /> � j� o
<br /> RIM TO TOP PLATE A35/LTP4 t� °; ELS� PROVIDE RIM TO TOP ,�: qj JOIST HANG�R LAP JOIST 4" AND SPLICE ASEE 5 ~ l`��`�
<br /> PER SHEARWALL SCHED. � �� � �� I z� JOISTS USE (3) 8d NAILS �� �� a
<br /> ;� �, PLATE A35 LTP4 PER ,; ,., THIS SHT. �
<br /> AT SOLID B�OCKING � � . :��� � �
<br /> ' ' SHEARWAL� SCHED. f{' �� TO BEAM AT NON BEARING WALLS � �, .
<br /> �
<br /> ' L� a =� �' i ' ASNREQBLOCKING � � . o
<br /> J HEADERS - MAY BE �� � � ,
<br /> I �\ ,� I ;� � AT BEARfNG WALLS ATTACHED TO KING STUD � �6� � �
<br /> r�� \ Q +;, �F(t� .
<br /> �y ,g rE= \� PLYWOOD PLYWOQD STUDS AT HEADERS: N!/NUC NANGER OR A34/ `���
<br /> . �
<br /> _ _�, y�-�-=. ___=-_ _ _ ._.�.�� � rY \ �-_.-_--�-��_ _K�__�...,. ���� r�_-���-� i �3� 2X8 @ 2X6 WALLS A35 CLIP: �
<br /> �_�--.__-�__��_�.,��.:_� ____�_.v____ v___ �...�..��__:.__�_ _____.__�,u_ �, f� 16 O.C. .
<br /> �,;! �; � a,�
<br /> . �`; E} U.N.O. (2} 2X4 M1N.
<br /> ,;� ;_ ;� OTHERWISE PER PLAN � o
<br /> x€� �;, , � �-
<br /> JOIST PER PLAN TYP. `�� #; JOIST PER RLAN TYP. '; JOIST PER PLAN TYP. BUNDLED „ w `� z �
<br /> ' '' � �` JOISTS (2) 16d Q 12 � � � o
<br /> � _ ��_�
<br /> ;�_ `�; ��._� _�__�_.____ __�_� _.,_�..�_ ,;G� 't1 TYP. � N � CO
<br /> {�
<br /> '.� � f PROVIDE INTERIOR CROSS „ r�� �
<br /> �� �: , r�� ;'{ o N �
<br /> p�; : WALL OR BEAM AT 12 O.C. tf� I ,; KiNG STUD-TYP. FACE NAIL 1N/ d- �
<br /> CFE 4i",� it
<br /> ,'-;` � � ELSE BLOCKING AT 6' O.C. ;�� ,�� JOIST PER JOIST PER (2} 16d C� 12 O.C. �; =�
<br /> DOUBLE JOIST MI�I. a p
<br /> ,t�, t J�iST PER PLAN TYP. �..� Y= PLAN PLAN TYP. � o
<br /> ;£� ; DOUBLE JOIST MIN. �k; �� AT BEARING WALLS AT NON-BEARING WALLS -
<br /> S H E A T H I N G A N D N A I L I N G P E R =,; ;; SHEATHING AND NAILING PER a{# ,�' JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1) TRfMMER STUD '
<br /> SHEARWALL SCHED. TYP. SHEARWA�L SCHED. TYP. ' ' �
<br /> BEAM PER PLAN BEAM PER PLAN (1) � OPENINGS UP TO 5-0' WIDE �
<br /> NQTE: FIRE AND SOUND NOTE: FIRE AND SOUND (2) � OPENINGS 5'-1 & GREATER \
<br /> RATING INFORMATION PER RATING INFQRMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED 07HERWISE PER PL�AN
<br /> �
<br /> > _ ARCH. > » ARCH. �� � >, � � z o
<br /> SCALE: 3/4' - 1'-Q" SCALE: 3/4" = 1 -0 SCALE: 3/4 - 1 -0 SCALE: NONE o O
<br /> 6 TYP CA� PARTYUUAI�� 7 TYP CA� P�RTYWA�� AT STEP 8 B� �T UP BEAM g TYP. C0�1�1. TO WOOD BEAM 10 TYP. NDR. AT STRUCT� WA�� ~ �
<br /> 0 0 0 0 0 '
<br /> �
<br /> _ _ W
<br /> UPPER WALL: NOTE: SEE ARCH. FOR STAIR DIMENSIONS ,�Q- �
<br /> UNLESS HANGERS HARQWARE ARE SNOWN WALL PLATE NAILING PER BEARINGfSNEAR WALL AND BLOCKING REQUIREMENTS �� �------� `- Q
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148 X3.25" j� � �
<br /> SHA�L BE ANCHORED W/{4) 8d TOENAILS Q 4" O.G fi � .
<br /> STAGGERED �
<br /> FLOOR NAILING PER �-
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL L = HORIZONTAL RUN _._____ -- � w
<br /> 2X12 STRINGERS FOR L<84" � �N w �
<br /> MST37 STRAP I 1.75X14 LVL STRINGERS FOR 84"<L<14 " �'`�, � °- �
<br /> 2X BLOCKING TYP. CONT. RIM JOIST - - A35 ~'�`�.� O i W
<br /> TOP PLATE TOP PLATE
<br /> TOP PIATES '��, `-
<br /> A ...
<br /> BEYOND `
<br /> BEAM B�AM � �
<br /> PER PLAN PER PLAN � •
<br /> — �
<br /> - - - - � T i i WALL STUD
<br /> - - - - - - - - - - � 1/��,MIN.
<br /> - - - - - - - - - - - - - - - -
<br /> _ ______
<br /> BLOCK FLOOR �LANDING �
<br /> � DIAPNRAGM EDGES I STRWGERS � �
<br /> , ,
<br /> .��. � -___-�-�_�___- -�___t�_�. _��_����-.��.--_�_� � � � �
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 � �,� � �
<br /> EACH SIDE OF EACH SIDE OF (2� 8d TOENAILS (2) 8d TOENAILS 2X � ��� 2X RIM JQIST j� I�JI I�I � • !� O
<br /> BEAM BEAM EACH SIDE EACH SIDE - PER PLAN I
<br /> BEAM PER PLAN � ' �� I�II I�I � �
<br /> � (2) STUDS U.N.O. 2x BLQCKING s � " --w���-�.� ==x�..=��,T==� ,� v
<br /> POST PER PLAN � P E.N. PER LOWER WALL �� If � �
<br /> ON PLANS
<br /> BEAM/HDR � SIM.
<br /> , EXTERIOR WTERIOR WALL AND CEILING l ( �r W = WIQTH �/4" VERIFY �
<br /> WALL WA�� PER ARCH. �OWER WA�L: A (3) STRINGERS FOR W<42" � �
<br /> BEARING/SHEAR WALI.
<br /> PER PLAN AND SCHEDULE (�) STRINGERS FOR 42"<W<48" � N
<br /> TYP. TO P P LA TE TYP. TO P P�A TE SCALE: 3 j4" - 1' 0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL �
<br /> SCALE: 3/4" = 1'-0" � Q
<br /> 11 SP�ICE AT F�USH BEA�1 12 SPL CE AT DROPPED BEANI 13 BEAN1 TOEf�AI�ING 14 CA�1T �EVER F�OOR JO ST 15 TYP� STA R FRA�1 �1G AT WA��. � � � .
<br /> UPPER WALL: �� �
<br /> UPPER WALL: WALI. PLATE NAILING PER BEARING/SHEAR WALL � �
<br /> NIALL PLATE NAILING PER BEARING/SHEAR WALL
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDU�E SCNED. FOR UPPER WALL PER PLAN AND SCHEDULE c , �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL �'�1
<br /> - FOR ALL FIASHING QETAI�S � �
<br /> ! FLOOR NAfLWG PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL C� �r' POST - WRAP PER ARCH. �
<br /> STRUCTURAL NOTES ( DRAG STRUT PER PLAN STRUCTURAL NOTES — i� �� �
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL `�_-�`' �
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKWG DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING ;, I � 6X6 POST WITH ABU66 O O
<br /> I � - �
<br /> � BLOCKING I � '� `' BEAM - ALIGN WITH �
<br /> � � ,}�• '• ,t CENTER OF WOOD POST � � �
<br /> BLO K FL OR � . . � O
<br /> � � � - DIAPHRAGM EDGES -- �"i � � � �
<br /> ._._ _� ___—_______ ,___.�.. �_...�__,�_.�__ __.____.�_W.___�. __ \ • � . . - - -- ��
<br /> ___�..._�_ _�_________,�______.__,_.._�w _e�____�..__�._�.
<br /> e
<br /> ' � �i
<br /> --�..----�_____________��__..,..__�______,: _ ______...__._.._�__.____,_._.___,_______ ___�___----.-------�_____._._.__------------ _ ___ _. _.- --- y._
<br /> �; � 1
<br /> �__._.__. �� _ } l ��. . �
<br /> _ � ;�._w.��.�_--_-,--.�i� BEAM/HDR � SIM. � N -- -- -- -- - �i � r� � � �T� �
<br /> � SIMPSON A35 BLKG. � /\ J JOIST �� �� � �' r�;... a� � F� �
<br /> JOIST JOlST PER TO TOP PLATE BEYOND � � � fl�. .I:� TRIM RE:ARCH.
<br /> � PER PLAN PLAN - TYP. SPACING PER ' PER PLAN P,E.N. PER LOWER WALL �
<br /> � ! � il I�� �EAM TO POST W� �PC • �� �
<br /> � SHEARWALL SCHEDULE PANEL SHEATING/NAILING � iE �� POST CAP ^
<br /> � SOFFiT RE: ARCH. TO MATCH LOWER WALL ; (2} 0.228" DIA. LedgerLok !i� ��f � I� �
<br /> � FASTENERS W/ 2 MIN. �
<br /> SHEARWALL BEYOND � _i � iEI � Ii; �
<br /> HOLDOWN STRAP PER � SHEAR WALL SCHED. NQTES: CANT'L. JOIST , PENETRATION TO RIM AT i� �� �
<br /> CEILING PLAN (TYP.) SEE ALSO DETAIL 7 SHEET A9 WALL AND CEILING BEARING/SHEAR WALL ' 24° O.C. STAGGERED tiI IE{ � �
<br /> � i �! � � �
<br /> � PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEDULE '
<br /> 2X LEDGER
<br /> NOTE:
<br /> I�edgerLok Fasten�rs shall �
<br /> � be per ICC ESR-1078
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3�4° = 1'-0" JOIST PERPENDICULAR SCA�E: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0"
<br /> 16 SHEAR WA�� TO BEAN1 1 � TYPICA� DRAG STR�T 18 �OW RoaF � g �oAD TRANSFER DETAI� 2o TYP. SECTI0�1 AT DECK FRN1G. � .
<br /> ' 0 ❑ _----
<br />
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