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BEARING AND/OR BEARWG 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 o�
<br /> 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" Q 6" O.C. MIN. 4'-0"
<br /> �� � ' � � .
<br /> FLOOR SHEATHING ANQ NAfLING � EDGE NAILING PER SCHED. FLOOR SHEATHING ANQ NAILING ; EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCNED. FLOOR SHEATHING AND NAILING f EDGE NAILING PER SCHED. (20} 12d •
<br /> PER STRUCTURAL NOTES S1.Q PER STRUCTURAL NOTES 5L0 PER STRUCTURAL NOTES S1.0 �= PER STRUCTURAL NOTES S1.0 °'
<br /> � RIM/BLOCKING TO TOP RIM jBLOCKING TQ TOP ' RIM/BLOCKING TQ TOP � RIM/BLOCKING TO TOP z � .
<br /> 1 PLATE PER SHEARWALL PLATE PER SHEARWALL �� PLATE PER SHEARWALL � PLATE PER SHEARWALL — � ^
<br /> �� SCHEDULE - PROVIDE SCHEDULE - PROV1DE �� SCHEDULE - PRQVIDE � � SCHEDULE - PROVIDE _ _ �
<br /> . . . . . . . . �� . .�� _ .. . . ... . . . . o: � H . n.. . . . ... . . . . . � . �. �� . .�i. . » . . . . . . . . . . . .. . ... . .. .. . .. . .. . .. . � n . n . . ��. . �......� C:�..i"_C—.�.'�._�,.�,._"�.�._...,�.�._.�... ...��_�:.:�'��:""'_*.'.._.�`ti�..C'��`:. __'G.. .�....�._., .
<br /> R 0.148 X3.25 C�6" O.C. MIN. 0.148 X3.25 @ 6 O.C. MIN. A 0.148 X3.25 � 6 O.C. MIN. p 0.148 X3.25 Q 6 O.G. MIN. � , t ,�
<br /> 3 �
<br /> �� ��� �� __� { � ,\� ; i O Cfl
<br /> � i + �� � � � � � � � � C7
<br /> � ��� �',, , � TOP PLA � �; , � �
<br /> �__. ___�_______.._w_�_._.. � , ____..__. _----------� ---_ � __ _ _ _..._
<br /> � � I �
<br /> -------------___..� ---_ _—__ ' t , �
<br /> � � � �
<br /> ___..__ __ __________.__--;.� -_�._r _ __ -.-__-__-.-- - � � �`��' � � � �2
<br /> .._Y__._..�__ ._.�_..,�.. _ �_... , �.�.
<br /> ..._. � _�_.___ .� _�_-_,_,__ _�� _�_--,�___ �. �- »�w,._�_�__._.��.. _
<br /> N � �
<br /> �� � ' � � � � EDGE NAI ING PER SCHED. � �
<br /> EDGE NAILING PER SCHED. EDGE NAILING PER SCHED. EDGE NAILING PER SCHED. � L �,
<br /> FRAMING PER PLAN � s .� +'
<br /> � BEARING AND/OR BEARING AND/OR ;� BEARING AND/OR BEARING AND/OR 6� �
<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 � -� �
<br /> � � W �n �
<br /> ADD RIM JOIST/BLKG. NOTES: ADD RIM JOIST/BLKG. � NOTES: ADD RIM JOISTjBLKG. E NOTES: — � `�
<br /> AS REQUIRED BY 1. SECURE JOIST TO WALL � AS REQUIRED BY � 1. SECURE JQIST TO WALL AS REQUfRED BY � 1. SECURE JOIST TO WALL � � � '
<br /> �� �� � » � s.� � .
<br /> SHEARWALL SCHEDULE � WITH 0.131"X2.5" EA. SIDE, DOUBLE JOIST � SHEARWALL SCHEDULE � � WITN 0.131"X2.5" EA. SIDE, SHEARWALL SCHEDULE WITH 0.131"X2.5 EA. SIDE, �� � � �� � � � � e� Q,
<br /> 1 1�2" MIN. FROM END. 1 1�2" MIN. FROM END. 1 1�2" MfN. FROM END. NOTE: � �' �
<br /> 2. SECURE R1M JOIST TO SPLICE & NAIL TOP PLATES � � �
<br /> 2. SECURE RIM JOIST T0 AS SHOWN C� ALL EXTERIOR, o co
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR JOIST WITH 0.131"X2.5 -+-� � o
<br /> NAIL TOP AND BOTTOM. PLUMBING, PARTY & SHEAR
<br /> NAIL TOP AND BOTTOM. � `�' �
<br /> AND AT ROOF.
<br /> SCALE: 3�4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0° ;
<br /> r ,:�
<br /> 1 EXTER OR WAL� TO �RAM �1G 2 f�TERfOR WA�� TO FRAMI(�G 3 I�ITERIOR WA�� TO F�A�1 �JG C� EXTERIOR WA�� TO FRA�11�1G �5 TOP P�.ATE SP�ICE �-- ' '
<br /> � ❑ ��
<br /> JOISTS PERPENDiCU�AR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL - - - - �Si` � �
<br /> � � �;,._�«:�.��•�°� . �
<br /> PLATE NAILING PER f '� { '
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP.
<br /> + ,:
<br /> � � -� .
<br /> SHEARWALL SCH�D. TYF. ;, ,., SHEARWALL SHEATHING & ;, , \
<br /> �} ��� NAILING PER SCHEp. y�; ,,3 NQTE: � � �� �� ��
<br /> SHEARWALL SHEATHING & �� x+ =t -� SEE DETAIL 6 THIS SHEET 5 �� �,
<br /> � NAILING PER SGHED. � �' ��� CONTINUE V�ALL SHEATHING �� �� FOR BALANCE ��1� o
<br /> �t � t. t<
<br /> " ;{ TO RiM W/ EDGE NAILING ?r ��
<br /> RIM TO TOP PLATE A35 LTP4 �� ' '� JOIST HANGER LAP JOIST 4" AND TOP PLATE
<br /> ��' l��
<br /> � ; , ELSE PROVIDE RIM Tp TOP r;: ���
<br /> PER SHEARWALL SCHED. � �' � ;E I s; JOISTS THIS'CSHTSEE 5 � � . ``�
<br /> ,.; ,, PLATE A35 LTP4 PER USE (3) 8d NAILS
<br /> �' T �.
<br /> ;;_ }� AT SOLID BLOCKWG � � � ��� a �
<br /> { `, SHEARWALL SCHED. j� �; TO BEAM AT NON BEARING WALLS � �., o
<br /> z � �' PANEL BLOCKING HEADERS - MAY BE ��, ��'
<br /> t ¢ AS REQ. AT BEARING WALLS ATTACHED TO KING STUD �? `�b s� �
<br /> � ,� � ;� F� � ��
<br /> �
<br /> � \� � _� ;��i \ PLYWOOD PLYWOOD �
<br /> � NEADERS: W/HUC HANGER OR A34/ �,�
<br /> �� � __�..._ �._�»�» .__�_.._._ �.�__;..__� �, �� ��-` —,-_v\::�__.__��w�� u___.u� ..���� u .__...�w- STUDS AT 2) 2X8 � 2X4 WALLS A35 CLIP:
<br /> ,
<br /> ,�;._:.__�:,_,_..::_�,__,���..�.: s �.._��� ..__���_ E� _. _ � °- ': 16" O.C. TYP.
<br /> ( - .i-^i j . . . � � " � . . . �. v�. . . . . . . . . ... . . . . . . '
<br /> .s ;
<br /> 3) 2X8 @ 2X6 WALLS (2) 2X4 MIN.
<br /> ,,, , U.N.O. ,
<br /> � ,.t � UNLESS NOT�D �
<br /> � $ j }� .
<br /> OTHERWISE PER PLAN � Q
<br /> �1' `� '�= BUNQLED w c° z �
<br /> JOIST PER PLAN TYP. �. '; JOIST PER PLAN TYP. , �� JQIST PER PLAN TYP. JOISTS (2) 16d C� 12" �' � `� �
<br /> � ��� �' PROVIDE INTERIOR CROSS �`- �----- _��.._v�.��.w��:..�_ _��.__� � �; I� � �P �d �;, � �
<br /> ,, _ _
<br /> �.; �i KING STUD-TYP. � � �
<br /> ,�? �� WALL QR BEAM AT 12' O.C. ;r,, s; FACE NAfL W/ `� � �
<br /> DOUBLE JQIST MIN. �'` �� ELSE SLOCKING AT 6` �O.C. €E� �-� JOIST PER JOIST PER (2) 16d � 12" O.C. � �=�
<br /> Fr, E ; i:�
<br /> i, JOIST PER PLAN TYP. �t� ` PLAN PLAN TYP. w �°
<br /> �k; �; DOUB�E JOIST MIN. y�; �; w O
<br /> SHEATNWG AND NAILING PER AT BEARING WALLS AT NON-BEARING WALLS
<br /> SHEARWALL SCHED. TYP. �`�' �' S H E A T H W G A N D N A I L I N G P E ft 4�� �' J O I S T H A N G E R 2 X B L O C K I N G T R I M M E R S T U D S: (1) T R I M M E R S T U D
<br /> SHEARWALL SCHED. TYP.
<br /> BEAM PER PLAN B E A M P E R P L A N �2) @ OPENINGS 5P 1'�& GREATER � �
<br /> �
<br /> �
<br /> NQTE: FIRE AND SOUND NOTE: FIRE AND SOUND UNLESS NOTED OTHERWISE PER PLA �' '
<br /> RATING INFORMATION PER RATING INFQRMATIQN PER A: FLUSH BEAM B: DROPPED BEAM � � I ' � o
<br /> » _ > ARCN. � _ � » ARCH. �� _ , � .
<br /> SCALE: 3/4 - 1'-0' SCALE: 3/4' - 1 -0 SGALE: 3/4 - 1 -0 SCALE; NONE o O
<br /> 6 TYP CA� PARTYWA�� 7 TYP CA� PARTYWA�� AT STEP 8 BUI�T UP BEA�i g TYP� C0�1(�. TO WOOD BEAN1 10 TYP. I-IDR. AT STR�CT. WA�� � �
<br /> 0
<br /> 0 � ❑ 0 �
<br /> W
<br /> � �
<br /> UPPER WALL: NOTE: SEE ARCH. FOR STAIR DIMENSIONS � ~
<br /> UNLESS HANGERS HARDWARE ARE SHQWN WALL PLATE NAILING PER BEARING/SNEAR WALL AND BLOCKING REQUIR�M�NTS �° ---��-� ~ Q
<br /> � 0.148"X3.25 � ¢'
<br /> ON P�ANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE � 4„ �� � m v
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS STAGGERED �� `�'
<br /> FLOOR NAILING PER L = HORIZONTAL RUN
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL ������J' ~ w
<br /> 2X12 STRINGERS FOR L<84' �
<br /> ... �� w � .
<br /> MST37 STRAP
<br /> L75X14 L.VL STRINGERS FOR 84"<L<14q" 1'��, �� °- �
<br /> —� :, c�
<br /> 2X BLOCKING TYP. CONT. RIM JOIST — T — A35 ��. O � �
<br /> TOP PLATE TOP PLATE TOP PLATES *�'ti._ �
<br /> A BEYOND
<br /> BEAM BEAM ---
<br /> PER PLAN PER PLAN :'; �
<br /> ��' — T�
<br /> �--� c----J i � � WALL STUD 1/ ' MIN.
<br /> - - - - - - - - - - - - �
<br /> - - - -
<br /> - - - - - - - - - - _ _
<br /> - - - -
<br /> _._�
<br /> BLOCK FLOOR LANDING �
<br /> � � DIAPHRAGM EDGES STRINGERS �
<br /> _ ___
<br /> _�:_-._ -�������w_-.�__-m� ��-�--��:-��:�_-�: �, , �n �
<br /> ,
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 ( —� �� � �
<br /> EACH SIDE OF EACH SIDE OF BEAM PER PLAN (2) 8d TOENAILS (2) 8d TOENAILS 2x � ���� 2X RIM JOIST �� (III ItiIG • � �
<br /> BEAM BEAM EACH SIDE EACH SIDE — PER PLAN
<br /> � Ilil I(11 , � �+ .
<br /> _ x_� ..�r_�..� I 4.�
<br /> (2) STUDS U.N.O. 2x BLOCKWG � P.E.N. PER LOWER WALL �(������ vT ��� � � �
<br /> POST PER PLAN ON PLANS ' BEAM/HDR � SIM. — " �f �� N
<br /> EXTERIOR INTERIOR WALL AND CEILING �
<br /> WALL WALL PER ARCN. LOWER WALL; q � (3} STR NGERS'D OR W<42" �/� VERIFY �
<br /> BEARING/SHEAR WALL
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42°<W<48" � N
<br /> TYP. TOP P�ATE TYP� TQP P�ATE SCALE: 3i4" = 1'-0" SCALE: 3j4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL �
<br /> � 0
<br /> 11 SP�ICE AT F��SN BEAI� �12 SP� CE AT DRQPPED BEA� 13 BEA� TOE�1A �ING 14 CAI�TI�EVER F�OOR J0 ST 15 TYP� STA R FRA�I NG AT WA�� • � �
<br /> 0 _�
<br /> UPPER WALL UPPER WALL: �
<br /> WALL PLATE NAILING PER BEARING/SHEAR WALk WAL.L PLATE NAILING PER BEAftING/SHEAR WALL � Q -
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDUIE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE (�
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCNITECTURAL �"'� �� �
<br /> --�- FOR ALL FLASHING DETAILS �T , �
<br /> FLOOR NAII.WG PER P.E.N. PER UPPER WAL� ' �;! POST -- WRAP PER ARGH. �'�� �
<br /> FLOOR NAILWG PER P.E.N. PER UPPER WALL CONTINUQUS STRAP �� �
<br /> STRUCTURAL NOTES ( DRAG STRUT PER PLAN STRUCTURAL NOTES �4 � "
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL '�~�� �'1
<br /> , I �
<br /> BEAM PER PLAN 1 3f4 PSL BLOCKING 6X6 POST WITH ABU66 �
<br /> � DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILfNG _ �� �t �
<br /> � ii i� BEAM - ALIGN WITH
<br /> _ BLOCKING T k�)`. `. :r . _ . . CENTER OF WOOD POST � �
<br /> • BLO K FL OR � �� • • � � � �
<br /> _ � - - � O •
<br /> � � � • �- � DIAPHRAGM EDGES � ��� �.T� � �"'
<br /> �� ' � _— �;' �
<br /> � ;
<br /> �_ ___.._ __.�__.__,_ ___.�.._.�___.__�__ .__�__.___�_ .__.�______ __ ._.___.__.___�_,__,___________��__�-.�_.�.__.�_ _.�__.___._.__ _____.____-- -.__.__..____.__________.____.___ �_.__ _ $ - - — -- - — _ ___ .
<br /> _._._:� ._..__�._..�_._.__. �.__._.. .�_____ ._._,_..._
<br /> .____... _ _ �
<br /> k� � ,..�
<br /> _'__.._.�_.-...�__.. '.— � Y
<br /> + ' . ___ �___".« �
<br /> ( � _ i r___.�_.._.u�_� BEAM/HDR (� SIM. � ' \ _._ — --- — � .: : r� � � � �
<br /> SIMPSON A35 BLKG. . �
<br /> � JOIST JOIST PER TO TOP PLATE BEYpND ' �� ����T �j �� � `il' 'I;� TRIM RE:ARCH. � �
<br /> PER PLAN PLAN - TYP. SPACING PER PER PLAN P.E.N. PER LOWER WALL ` !, �
<br /> i - � �
<br /> ' iiI (ii BEAM TO POS�F W� EPC • �
<br /> SHEARWALL SCHEDULE ' PANEL SHEATING/NAILING r �E �= POST CAP ^
<br /> � � � � SOFFIT RE: ARCH. TO MATCN LOWER WALL ! (2) 0.228" DIA. LedgerLok i�E �,� � h� +-'
<br /> i � FASTENERS W/ 2" MIN. �
<br /> SNEARWALL BEYOND � ; � E�I ( I;i � E--�
<br /> NOTES: — PENETRATION TO RIM AT �-,
<br /> HOLOOWN STRAP PER SHEAR WALL SCNED. CANT'L. JOIST LOWER WALL: ? 24" O.C. STAGGERED iiI lii � 4.>
<br /> SEE ALSO DETAIL 7 SHEET A9 WALL AND CEILING : f� ��
<br /> CEILING PLRN (TYP.} BEARING/SHEAR WALL _�:I ;F— � rT1 w
<br /> PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEDULE �'i'�
<br /> 2X LEDGER
<br /> NOTE: � •
<br /> LedgerLok Fasteners shall
<br /> be perlCC ESR-1078 �
<br /> SCALE: 3�4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3�4° = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0"
<br /> 16 SNEAR WA�� TO BEANI 17 TYPICA� DRA� STRUT 18 �OW ROOF _ � g �OAD TRANSFER DETAI� 20 TYP. SECTIQ�I AT DECK FR�1G. �
<br /> 0 ❑ _
<br /> - --,--
<br />
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