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BEARING AND/OR BEARING AND/OR BEARING AND/OR BEARING AND/OR
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> �
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER �
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE �
<br /> 0.148"X3.25" C� 6° O.C. MIN. 0.148"X3.25" Q 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" @ 6° O.G. MW.
<br /> ,€ �� 4'-0" �
<br /> �
<br /> F�OOR SHEATHING AND NAILING � EDGE NAI�ING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING ;� EQGE NAILfNG PER $CHED. FLOOR SHEATHING ANQ NAILING � EDGE NAILiNG PER SCMED. 20 12d
<br /> PER STRUCTURAL NOTES S1.0 p� PER STRUCTURAL NOTES S1.0 , PER STRUCTURAL NOTES S1.0 ;' PER STRUCTURAL NOTES S1.0 � � � U °r-,�'
<br /> ;� RIM/BLOCKING TO TOP 1 RIM/BLQCKING TO TOP i� RIM/BLOCKING TO TOP ; RIM/BLOCKING TO TOP z �
<br /> ii PLATE PER SHEARWALL t PLATE PER SHEARWALL �i PLATE PER SHEARWALL '' PLATE PER SHEARWALL — � � �
<br /> �: SCHEDULE - PROVIDE ; SCHEDULE� - PROVIDE ;; SCHEDULE - PROVIDE I SCHEDULE - PROVIDE � � �
<br /> �, ,,. „ � „ � ,, �� ,� � ,,. . „ _ � >� � � „ � ,. �-���_� � ��-�<� �������_.._.�_��__,__,���_�_,_.�_.. ___.�.�_..�.:__� , -_
<br /> , 0.148 X3.25 � 6 O.C. MIN. 0.148 X3.25 Q 6 O.C. MIN. � 0.148 X3.25 � 6 O.C. MIN. 0. 0.148 X3.25 C� 6 O.C. MIN. , - - ; ,
<br /> � � � � � �
<br /> � � � � = i �
<br /> f; ��� �i � � � , �
<br /> ,� ,�, , ' � � � TOP PLR ' � o �
<br /> 1 1 I 1 I 1 ! � 's E x :
<br /> i i ' ' � �
<br /> _._.__. ____._.� _LL_..._n._... ___.._�.___ �,_._ _.__..__. ____ _ _.�,__._ .._.,_ _. ...�__ _.._,__..__. __ . . . . � _..m__�__�_.w..�.__�.. . . . . . . . . . . . . . . . . . . . . . . . _____._,_.�__.�_.,_...__..__...W. , . ....w_�.�.,.._�. ___.,__. ' �_� _,_.____ ._.w__ ' ____� ��._.�___.____ .____. �..._�.. �,_.___ _�_....__,m.- . . . . . . . . . . .},
<br /> ___.__��_—___— ---�_a_._ .--- ---_.__..�., ' ---- ----__._�_ �; ,..__—_.�._...._____�.._..—. ------ ______.T ------------------ --� --- ---------�.__. -----.—._�-- ---___—__.— � �
<br /> __. � �p
<br /> i � �
<br /> � ��-- `� �- �� �. . �-------' 8 . . . . . . . . Q� U�
<br /> �� EDGE NAILING PER SCHED. ? —EDGE NAILING PER SCHED. �� EDGE NAfLING PER SCHED. � EDGE NAILING PER SCHED. N o
<br /> FRAMING PER PLAN � fi� �� ; .� �
<br /> �, BEARING AND�OR ' BEARING AND�OR � ;� BEARING AND�OR ; B�ARING AND�OR � a�
<br /> BLOCKING AT 48" O.C. �� SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN �� SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN STUDS � U� ^
<br /> i1 ![ ; W �
<br /> ADD RIM JOIST/BLKG. ?� NOTES: � ADD RIM JOIST/BLKG. �� NOTES: ADD RIM JOIST/BI.KG. P NOTES: � `�
<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 /> SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIDE, DOUBLE JOIST SHEARWALL SCHEDULE WITH 0.131 X2.5 EA. SEDE, SHEARWAL� SCHEDULE WITH 0.131 X2.5 EA. SIDE, _ � � �
<br /> 1 l/2" MIN. FROM END. 1 1/2" MIN. FROM END. 1 1f2" MIN. FROM END. NQ�. -�-� � �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST T0 SPLfCE & NAIL TOP PLATES � � �
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICU�AR PERPENDICULAR " AS SHOWN Q ALL EXTERIOR, � o co
<br /> NAIL TOP AND BOTTOM. N�AIILTTOP AND BOTTOM. � � �
<br /> PLUMBiNG, PARTY & SHEAR � �, �
<br /> SCALE: 3/4" = 1'-0", SCALE: 3 f 4" = 1'-�° SCALE: 3�4" = 1'-0" SCALE: 3�" = 1'-0" SCALE�3/4" = 1'-0" AND AT ROOF. 4
<br /> ;
<br /> 01 EXTER OR WA�� TO FRAMI�IG ��2 �1TERIOR WA�� TO FRAM �1G C3� [�TERIOR WA�� TO FRAMING [�4 EXTER(OR WA�� TO F�ANII�JG [�5 TOP P�ATE SP�ICE � f— �f� ; ,
<br /> � c� : ;: 5 a
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL 'k �;
<br /> ;,� f
<br /> >:�.:::>< :.>�:<<
<br /> >€>�-<;�
<br /> PLATE NAILING PER � ` �
<br /> SHEARWALL SCHED. TYP. ' >� , ��5�°"n`�` (
<br /> PLATE NAILING PER ' "' ' ` ° `"
<br /> SHEARWALL SCH�Q. TYP. _.; SHEARWA�L SHEATHING & � ; �
<br /> `;�� NOTE: �
<br /> ' '' NAILING PER SCHED. ;; ; �
<br /> SHEARWALL SHEATHING & � ' _ . SEE DETAIL 6 THIS SNEET
<br /> NAILING PER SCHED. � �� � ;��. � CONTINUE WALL SHEATHING ��: ,�; FOR BA�ANCE � ���1� o
<br /> �f 3.� TQ RIM W/ EdGE NAILfNG z,;, ,; � TOP PLATE l � �
<br /> RIM TO TOP PLATE A35�LTP4 ��� '; ELSE PROVIDE RIM TO TOP ' ;; � `� �
<br /> <, i JOIST HANGER LAP JOIST 4 AND ti �
<br /> PER SHEARWALL SCHED. .�. ;; PLATE A35/LTP4 PER 'f: 1 =; JOISTS USE (3) 8d NAILS � � . �'a a
<br /> SPLICE SEE 5
<br /> � SHEARWA�L SCHED. 3 �
<br /> AT SO�ID BLOCKING THIS SHT. t� � ; a �
<br /> fi�. '; i
<br /> '.( ¢ !`' TO BEAM AT NQN BEARING WALLS � �, � o
<br /> ` PANEL BLOCKING HEADERS - MAY BE �°�, �'�
<br /> _:' � o_ ;` fk: � AS REQ.
<br /> ` , _� AT BEARING WALLS ATTACHED TO KING STUD �? `�6�
<br /> �
<br /> � , �
<br /> , ,j� �\ � 3` � \ PLYWOOD PLYWOOD : W HUC HANGER OR A3 / ��
<br /> L�:. � (� p"�Tv STUDS AT HEADERS / 4
<br /> 16 0.G. TYP.
<br /> � r » 2 2X8 t� 2X4 WALLS A35 CLIP:
<br /> _.___ _�.�_Wv__ _..»:r;_� .,:.__.� _.�__.____:��, � �r =�� . :.:._� ,�,.._.ww __ . _.�wu .��.m__ U.N.O.
<br /> �_,._ :___� e.w_�...��___ .��A._..��. _.:,.��_ ' f, � � r� . _ 3 2X8 C� 2X6 WALLS
<br /> i! I (2) 2X4 MIN.
<br /> �.� ; � �
<br /> . , ,
<br /> :4 �a }i UNLESS NOTED
<br /> ,. , OTHERWISE PER PLAN `�" �, �
<br /> BUNDLED � �
<br /> JOiST PER PLAN TY�. `�t ,� JOIST PER PLAN TYP. � 2� JOIST PER PLAN TYP. W
<br /> �' , _ ;; JOISTS (2) 16d C� 12" H � � o
<br /> ,. �,
<br /> : �����._�_ __„�__�_�__a_ .ra_�_ _�_ _ __ __���
<br /> t'' PROVIDE INTERIOR CROSS t ' TYP. _ q � � N
<br /> ` `3 WALL OR BEAM RT 12' O.C. ' � ' K I N G S T U D-T Y P. o � �
<br /> ;_ r a ' f?
<br /> '�' E�SE BtOCKING AT 6' O.C. ' �
<br /> DOUBLE JdIST Ml�l. '� � (�E NAIL W/ �
<br /> JOIST PER JOIST PER 2 16d � 12" O.C. �
<br /> s; JOIST PER PLAN TYP. � ,,,, PLAN PLAN TYP. a �
<br /> ;, f , DOUBLE JOIST MIN. '#; r� AT BEARWG WALLS AT NON-BEARWG WALLS � �
<br /> SHEATHING AND NA(LING PER ;� �; SHEATNWG AND NAILING PER �� `.- JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1) TRIMMER STUD �
<br /> SHEARWALL SCHED. TYP. 1 � OPENINGS UP TO 5-0" WIDE
<br /> SHEARWALL SCHED. TYP.
<br /> ,
<br /> BEAM PER PLAN BEAM PER PLAN � � �� �
<br /> 2 C� OPENINGS 5'-1 & GREATER
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND �
<br /> RATING INFORMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED 07HERWISE PER PLA
<br /> �
<br /> 0
<br /> ARCH. ARCH. 2
<br /> SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: NONE � O
<br /> 60 TYP CA� PARTYWA�� �7 TYP CA� PARTYWA�� AT STEP 08 BU �T UP BEAM Og TYP. C0�1N. TO WOQD BEAM 10 TYP� HDR. AT STRUCT. WA�� � a
<br /> _ _ w
<br /> UPPER WALL: a �
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS �
<br /> UNLESS NANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING/SHEAR 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 f� � ¢
<br /> SHALL BE ANCHORED W/{4) 8d TOENAILS t� 4" O.C. i ij m v
<br /> STAGGERED � �1 "'
<br /> FLOOR NAILING PER L = NORIZONTAL RUN �=-- --- '-
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL ���� � w
<br /> 2X12 STRINGERS FQR L<84" � � 'y��� � �
<br /> �.. ii w
<br /> MST37 STRAP 1.75X14 LVL STRINGERS FOR 84"��<14 " ;� °- �
<br /> 2X BLOCKING TYP. � CONT. RIM JOIST - - A35 �*�"�:, O i 2
<br /> TOP PLATE TOP PLATE A
<br /> TOP PLATES z W
<br /> #
<br /> BEAM BEAM
<br /> BEYOND
<br /> PER PLAN PER PLAN
<br /> — � --
<br /> WALL STUD
<br /> - - - - - - -- - - _ _ _ _ � 1/ ' MIN. �
<br /> - - -
<br /> _ BLOCK FLOOR LANDING �
<br /> - DIAPHRAGM EDGES STRINGERS �
<br /> ____ _ � _� j � �
<br /> _�.._.__
<br /> �_� = � _-W� _..:_�� ��__�___ _ ...� __�___�_._ _._� .__. __. __�
<br /> ?�
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIQE (4) LTP4 � � � �
<br /> EACN SIDE OF EACH SIDE OF 2 8d TOENAILS 2 8d TOENAILS 2x i l�� � ��
<br /> BEAM BEAM BEAM PER PLAN EACH SIDE EACH SIDE " PER PLAN f � ; �
<br /> ( } � ) 2X RI� JoiST ; � I;II IIII ; � �
<br /> � � Illl I(11 � � �
<br /> POST PER PLAN ON PLANS U.N.O. 2x BLOCKING � P.E.N. PER LOWER WALL �+ T� ��� ���C �RmJ ��j� �� �
<br /> BEAM/HDR � SIM. �' �� � Q�
<br /> EXTWRIOR WTERIOR PERLARCp,CEILING A � (3) STR NGERSI�FOR W<42" �/4° VERIFY � n
<br /> WALL LOWER WALL:
<br /> —
<br /> BEARING/SHEAR WALL
<br /> _ PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" � N
<br /> TYP. TO P P�A TE TYP. TO P P�A TE /4" = 1'-0" SCALE: 3/4" - 1' 0° TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL -�-�
<br /> SCALE: 3
<br /> � �
<br /> 11 SP� CE AT F�USH BEAI� 12 SP� CE AT DROPPED BEA�1 13 BEAM TOE�1A � �1G 14 CANTI�EVER F�OOR �0 ST 15 TYP. STA R �RAMING AT WA�� • � �
<br /> UPPER WALL:
<br /> UPPER WALL: �
<br /> WALL PLATE NAI�ING PER BEARING/SHEAR WALL WAL� PLATE NAILING PER BEARING f SHEAR WALL � �
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCNED. FOR UPPER WALL PER PLAN AND SCHEDULE C�,
<br /> NOTE: NO WALL ABOVE AT SIM. i SEE ARCHITECTURAL � C '
<br /> — FOR ALL FIASHING DETAI�S � �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL '� '`�; POST - WRAP PER ARCH. ��
<br /> STRUCTURAL NOTES � DRAG STRUT PER PLAN STRUCTURAL NOTES �� �:
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL `�`=�� � �
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKING DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING �, ' ;� 6X6 POST WITH ABU66 O O
<br /> � if� �BEAM - ALIGN WITH O �
<br /> BLOCKING � . . . !; • • '; . CENTER OF WOOD POST �� � �
<br /> BLO K FL OR !` • • '
<br /> � � • DIAPHRAGM EDGES -- , �; � �
<br /> �' � — -— �`� � �
<br /> . ___..__ ____,._. __�_._______._---- . _.__._., __.____ .�_.a____�._.�.____.___.___._ _�__._____.___w__.__�______._____.._._--------_____�___ � �':' �
<br /> _.��._��.m� ____.�___.�a�__w.�_.� _._ ._:.r___.:r_ _.. _.�.:._-�_� �,_.___ »:�Y__-___�.�:_�_.�.. _ __. _ __ _
<br /> •�
<br /> _ {-, - - � �
<br /> � _ ---.-.�-�_�,I E _ —_ ___ --- — ,, �
<br /> � SIMPSON A35 BLKG. � �4 � BEAM/HDR @ SIM. ; � !r.�;; �,; � CC� � �
<br /> � /\ JOIST � /\ a TRIM RE:ARCH.
<br /> JpIST JOIST PER � TO TOP PLATE BEYOND 3 I '- i;I' 'I;�
<br /> PER PLAN PLAN - TYP. SPACING PER ; PER PLAN P.E.N. PER LOWER WALL , ;; � � � ►�
<br /> �I � . ; ,;I I;: BEAM TO POST W/ EPC r"� �
<br /> SHEARWALL SCHEDULE ; PANEL SHEATING/NAILING � r i< POST CAP ^
<br /> � SOFFIT RE: ARCH. TO MATCH LOWER WALL � (2) 0.228" DIA. LedgerLok ,,I I: �I�---�1 �
<br /> � � � ��� � � � SHEARWALL BEYOND NOTES: �� _, FASTENERS W� 2 MIN. ��� � �,� � �
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. CANT'L. JOIST PENETRATION T0 RIM AT ;,I I'`; �� Q�..,,}
<br /> CEILING PLAN (TYP.) SEE ALSO DETAIL 7 SNEET A9 WALL AND CEILING BEARING/SHEAR WALL 24' O.C. STAGGERED ir „ �
<br /> PER ARCH. � � w
<br /> PER ARCH. PER 13/S1.3 PER PLAN AND SCHEDULE
<br /> 2X LEDGER
<br /> NOTE:
<br /> LedgerLok Fasteners shall
<br /> be per ICC ESR-1078
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4'� = 1'-0" SCALE: 3 f 4" = 1'-Q" JOIST PERPENDICULAR SCA�E: 3�4" - 1'-0" JOIST PERPENDICULAR
<br /> - SCALE: 3/4" = 1'-0"
<br /> 1 � SHEAR WA��. TO BEANi 17 TYPICA� DRAG STRUT 18 �OW ROQF 19 �OAD TRANSFER DETAII- 20 TYP. SECT O�J AT DECK FRMG. �
<br />
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