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BEARING AND/OR BEARING AND/OR BEARING ANDfOR BEARING AND/OR
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> �
<br /> 0
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER � '
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWALL SCHEQULE SHEARWALL SCNEDULE SHEARWALL SCHEDULE �
<br /> 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25° � 6" O.C. MIN. 4'-0" �
<br /> � �
<br /> FLOOR SHEATHING AND NAI�WG �E EDGE NAI�ING PER SCHED. FLOOR SHEATHWG AND NAI�ING i EDGE NAILING PER SCNED. FLOOR SHEATHING AND NAILING �� EDGE NAILWG PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHEQ. � '
<br /> 3 , € � (20) 12d
<br /> PER STRUCTURAL NOTES S1.0 j� PER STRUCTURAL NOTES S1A � PER STRUCTURAL NOTES S1.0 ?° PER STRUCTURAL NOTES S1.0 E U �
<br /> �� RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP j� RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOR z �
<br /> �� P�ATE PER SHEAftWALL ; PLATE PER SHEARWALL �� PLATE PER SHEARWALL PLATE PER SHEARWALL - � ^
<br /> i� SCHEDULE - PROVIDE ' SCHEDULE - PROVIDE ;� SCHEDULE - PROVIDE SCHEDULE - PROVIDE � �
<br /> , »
<br /> _ , . . . . !1 f . . . . . . . . � . H N )1 ' ..>>.:�a.� .�. =._...._�Y_�.' .�..._._ �.",:~..�..�.�....W.'�._,-.�.-�-.... �. . 1'.......�....q.�.
<br /> M
<br /> 0.148 X3.25 @ 6 O.C. MIN," 0.148"X3.25' � 6" Q.C: MIN. 0.148"X3.25 � 6' Q.C. MW. , 0.148 X3.25 C� 6 O,C. MIN. �-��._.__� _�
<br /> . i'' I`, ,,i i i ! t � �� O M
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<br /> � � !��' ;' ? ' I ; TOPPLA ! ; 1 � I v o
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<br /> � � , „
<br /> _.._.__._. � . ._ � �
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<br /> _.____..-----_-____.� .__.___ ____ _, _-__�--__ ___ __ _ �.� ___ _.,_ _� _. _w. _ .�. ___.� ._�
<br /> _ __.. .__� _�, �___ �._. _
<br /> _e.__._ ,�._.._---_.__. _ -__.___.__ __. � ..- _.__.___ _� _...__ -------__.__._
<br /> ��. .e_ _,.�_. _:�..
<br /> � -�
<br /> _.�__�. _ .�.�.
<br /> ,, __-- -- ----_._______. __. -- ------ _____.--__ _,___ __-,_ . �
<br /> , �_ .,�.. ___..__ _.._ . ___ ___,_� _.. ___ __�. _ .__ _... � �
<br /> f� t �. 9 � � � . _
<br /> � . ' �_.�______ . . . . . . . . . . . . �
<br /> ;€ EDGE NAILING PER SCHED. f EDGE NAILING PER SCHED. �� EDGE NAILING PER SCHED. � —EDGE NAILING PER SCHED. � o
<br /> FRAMING PER PLAN !� : � �
<br /> �� B�ARING �ND��R I BEA,RING AND/OR �° /QR � BEARING AND f OR � v
<br /> „ ;° � BEARING AND
<br /> BLOCKING AT 48 O.C. �� SHEARWALL PER PLAN FRAMING PER PLAN k S H E A R W A L L P E R P L A N F R A M I N G P E R P L A N �' S H E A R W A L L P E R P L A N F R A M I N G P E R P L A N ; S H E A R W A L L P E R P L A N S TU DS � �
<br /> I i 3� a j� U� �
<br /> ADD RIM JOIST/BLKG. �� NOTES: f ADD RIM JOIST/BLKG. �� NOTES: ADD RIM JOIST/BLKG. I NOTES: _ � `''
<br /> AS REQUIRED BY ,� ", 1. SECURE JOIST TO WALL ' AS REQUIRED BY �� 1. SECURE JOIST TQ WALL AS REQUIRED BY � 1. SECURE JOIST TO WALL � ° � �
<br /> SHEARWALL SCHEDIJLE WITH 0.131"X2.5' EA. SIDE, DOUBLE JOIST SHEARWALL SCHEDULE WITN 0.131"X2.5" EA. SIDE, SHEARWALL SCHEQULE WITH 0.131"X2.5" EA. SIDE, � v �
<br /> 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. +� � �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST TO N 4 T E:
<br /> SPLICE & NAIL TOP PLATES � � �
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR ' AS $HOWN t� ALL EXTERIOR, �- o co
<br /> NAIL TOP AND BOTTOM. NOA�ILT OP ANQ 3BOTTOM. � � �
<br /> PLUMBING, PARTY & SHEAR
<br /> SCALE: 3/4" = 1'-0" SCALE: �4" = 1'-0" SCALE: 3,L4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" AND AT ROOF.
<br /> [�1 EXTERIOR WA�L TO FRA�11f�G 2 NTER�OR WA�� TO FRAMI�IG 3 �1TERi0R WA�� TO �RAMING 4 EXTERIOR WA�� TO FRAN11�1G 5 TOP P�.ATE SP� �E : ►— ; ; y �
<br /> 0 ❑ ❑ ❑ :;
<br /> { � � 1
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL , � ' ,
<br /> PLATE NAILING PER !f `'
<br /> , �� �
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP. ' ' '
<br /> SHEARWALL SCHED. TYP. SHEARWALL SHEATHING & �
<br /> . , ,
<br /> }' ; NAILWG PER SCHED. ��: ; NQTE �
<br /> SHEARWAL� SHEATHING & � = f - SEE DETAIL 6 THIS SHEET �
<br /> NAILING PER SCH�D. �� ;; �� CONTINUE WALL SHEATHING �k t� FOR BALANCE � ��� � �
<br /> RIM TO TQP P�ATE A35 LTP4 =� � TO RIM W� EDGE NAILING �� '� JOIST HANGER � ��'� Q
<br /> / i ELSE PROVIDE RIM TO TOP ,. LAP JOIST 4' AND TOP PLATE �
<br /> PER SHEARWALL SCHED. r, z} � i`; ;, USE (3) 8d NAILS THISCSHTSEE 5 �� ��
<br /> PLATE A35 LTP4 PER JOISTS
<br /> �: ; SHEARWALL SCHED. x t, AT SOLID BLOCKING � : . �� a �
<br /> ;. Q , .; TO BEAM PANEL BLOCKING AT NON BEARING WALLS � o � � �
<br /> � � �; �; HEADERS - MAY BE � � �
<br /> �
<br /> � °. �� � j;�. �y �� AS REQ. AT BEA�ING WALLS ATTACHED TO KING�STUD ���b �
<br /> .� �'� � � s�� � '�. PLYWOOD PLYWOOD � : � � � W HUC HANGER OR A3 �� �
<br /> �
<br /> ST DS AT NEADERS / �/
<br /> � �; ' >, 2 2X8 � 2X4 WALLS A35 CLIP:
<br /> ,
<br /> �`—E._._..�:... __� _.,_�� �_�_ ���_ __ __.���: �, 16 O.C. TYP.
<br /> _ _.
<br /> �-- _-___..�__�_. __� ....a..�_. _ ...__.:. t.� ` ___ - - � ,_ .. �
<br /> r.,: . .._....�_s. _�.___ r.�,..__.� .._�._. _�. _�_ � � (2) 2X4 MIN.
<br /> ,y, ,,; �, rc ,,5 � U.N.O. 3 2X8 � 2X6 W�LLS
<br /> ` ; �; ';
<br /> UNLESS NOTED
<br /> � �, ; ,� OTHERWISE PER PLAN �,
<br /> F;I t;�.i i � `� �
<br /> JOIST PER PLAN TYP. ;� '' JOIST PER PLAN TYP. � : JQIST PER PLAN TYP. BUNDLED „ W � z �
<br /> t�; z�� r _,_ ,; JOISTS (2) 16d C� 12 N � o
<br /> _______. �____,_�_
<br /> �� �� �.._�t,,,w �_.�__ .____� � ;, � o�
<br /> _`. � = PROVIDE INTERIOR CROSS � i;.' ;# TYP. Q � � N
<br /> KING STUD-TYP. � �
<br /> ;<j ;� WALL OR BEAM AT 12' O.C. j,��; _= FACE NAIL W/ � � �
<br /> ELSE BLOCKING AT 6 O.C. JOIST PER JOIST PER (2) 16d � 12" O.C. � �
<br /> �r *. � =r; �;
<br /> DOUBLE JQIST MIN. '" "' JOIST PER PLAN TYP. �` �`! PLAN PLAN TYP. � �
<br /> 3i; ; ��� � �
<br /> };F ; DOUBLE JOIST MIN. ;� ' AT BEARING WALLS AT NON-BEARING WALLS a
<br /> SHEATHING AND NAILING P�R �� `� "_ `'
<br /> �., �.,
<br /> ��' SHEATHING AND NAILING PER `.�` �a JOIST HANGER 2X BLOCKWG TRIMMER $TUDS: (1) TRIMMER STUD
<br /> SHEARWALL SCHED. T1P. SHEARWALL SCHED. TYP. 1 C� OPENINGS UP TO 5'-0" WIDE �
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND BEAM PER PLAN BEAM PER PLAN �2� p pPENINGS 5'-1' & GREATER o
<br /> RATING INFORMATION PER RATING INFQRMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWISE PER PLA �
<br /> » _ , � ARCH. , » ARCH. �
<br /> SCALE: 3/4 - 1 -0' SCALE; 3/4" = 1 -0 SCALE: 3/4" = 1'-0" SCA(�E: NONE p F.; -
<br /> B�I�T UP BEAM � > a
<br /> � TYPICA� PARTYWA � 70 TYP CA� PARTYWA� AT STEP 08 09 TYP. CO�N. TO WOOD BEAM 10 TYP. NDR. AT STRUCT. WA�
<br /> �
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<br /> UPPER WALL: NOTE: SEE ARCH. FOR STAIR DIMENSIQNS Q �
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING/SHEAR WALL AND BLOCKING REQUIREMENTS » » __�.�_�, � �1
<br /> ON PLANS, BEAMS BEARfNG ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCNEDULE 0.148 X3.25 �----�- � ¢
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS C� 4 O.C. !? � �
<br /> � FLOOR NAILIN6 PER STAGGERED � _� � �
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WA�� L = H O R I Z O N T A L R U N ___.___.__ , ,,�
<br /> _..�...�r�
<br /> � 2X12 STRINGERS FOR L<84" E; w � -
<br /> MST37 STRAP _ �1.75X14 LVL STRINGERS FOR 84"<L<14 " `'-,. j� � � •
<br /> � �� �
<br /> CONT. RIM JOIST �
<br /> 2X BLOCKING TYP. A35 � z i z .
<br /> TOP PLATE TOP PLATE A TOP PLATES �
<br /> BEAM BEAM BEYOND
<br /> PER PLAN PER PLAN —
<br /> T — � —
<br /> � i � WALL STUD
<br /> - - - - _ _ _ _ _ _ _ _ _ _ _ - _ 1/�'�,MIN.
<br /> , - - - - - - - - - - - - - - -
<br /> __..__
<br /> I -� --- DIAPH�R GML�EDGES STRINGERS
<br /> ��ANDING �
<br /> ------ � Q�
<br /> _____
<br /> _ __..__� .���_ �,...���-__�_.
<br /> ; {
<br /> PROVID� (4) LTP4 BEAM PER PLAN PROVIDE (4) �TP4 � _��� ���- ����� ��� � �� � �
<br /> EACH SIDE OF EACH SIDE OF � E �
<br /> BEAM BEAM (2� 8d TOENAILS (2) 8d TOENAILS 2X i l�` 2X RIM JOIST i I�II II�I � • �
<br /> BEAM PER PLAN EACH SIDE EACH SIDE PER PLAN i ;� �", ��'� ( � .
<br /> � ; �� � c� �
<br /> � � _ r=r-=-__—_� � ______..__. .�
<br /> (2} STUDS U.N.O. 2x BLOCKING P.E.N. PER LOWER WALL ,. 4�� - LL��!! � �
<br /> POST PER PLAN ON PLANS ! � ' i
<br /> ' BEAM/HDR C� SIM. �� '�- Q�
<br /> EXTERIOR INTERIOR WALL AND CEILING �r W = WIDTH �/4" VERIFY �
<br /> WALL WALL PER ARCH. LOWER WALL: A (3) STRINGERS FOR W<42' �
<br /> BEARINGfSHEAR WAL�
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42°<W<48" N
<br /> SCALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL � �
<br /> . TOP P�ATE TYP. TOP P�ATE SCALE: 3f4�� - ,�-o�� o
<br /> � �
<br /> 11 SP� CE AT F��SH BEA�1 12 SP� CE AT DROPPED BEA�1 13 BEAN1 TOE�1A � NG 14 CANTI�EUER F�OOR JO ST 15 TYP. STAIR FRANI �lG AT WA�� • � .
<br /> �
<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 SCHEDUI.E SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL �
<br /> FOR ALL FLASHING DETAILS r T , +-�
<br /> FLOOR NAILWG PER P.E.N. PER UPPER WALL - CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL ;��''�i� POST - WRAP PER ARCH. f"i'{ � �
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN STRUCTURAL NOTES
<br /> ZX4 RAFTER EA. JOIST P.E.N. PER LOWER NtALL '`a-=�`� � �
<br /> BEAM PER PLAN 1 3 j4" PSL BLOCKING � 6X6 POST WITH ABU66 O
<br /> DIAPHRAGM NAILING 2X BLOCKING DIAPMRAGM NAILING � �� �
<br /> BLOCKING {� . . . � . . i`)�• �• ;� CENMER OF IWOODITPOST O �
<br /> ` � BLO K FL OR '` a �i � � .
<br /> I � � \ . DIAPHRAGM EDGES " -- � ':, � � �
<br /> i�
<br /> ._ _.__. __.__.__._____ ..._.__ _.____.__ u.�_ _..__________._._.___ ._� _
<br /> __ __. _- -
<br /> _. __ _ _____ ___..____._ .__.:__ . . ---,
<br /> _____ ._._ t _..� ___.__._�________�._e_____ :�..��.:___�w._��4 � -
<br /> _--______....__._,,� __,____� .___.___. ___.___.r ___..__._._._____._._ _.___. _._.__ - ----_ _...._. ...__.,. _ __._.____.___�._ _� .
<br /> _ _ : �..; �;
<br /> _ _ .__ � _�_ - - �'� �
<br /> - - ; – �� 1
<br /> � �_� _
<br /> _ – -- -- -- , ,
<br /> — . _--- -,�
<br /> SIMPSON A35 BLKG. i {° � � BEAM�HDR @ SIM. 1 � ( �� ;.,;� � � cl�
<br /> JOIST JOIST PER � TO TOP PLATE BEYOND ` �� JQIST � /\ � �
<br /> � �� •rit
<br /> PER PLAN ; ���. .I; TRIM RE:ARCH. � � �
<br /> PLAN - TYP. �� SPACING PER ? � PER PLAN P.E.N. PER LOWER WALL � '
<br /> ` PANEL SHEATING�NAILING f ;il I�� BEAM TO POST W� EPC • �
<br /> SHEARWALL SCNEDULE i 2 Q.228" DIA. Led erLok ;;� �;; POST CAP � � ,�;
<br /> � SOFFIT RE: ARCH. � ) 9
<br /> SHEARWALL BEYOND � TO MATCH LOWER WALL � ; Fi I,
<br /> HO DO ST AP PER SHEAR WAL� SCHED. NOTES: - CANT'L. JOIST � � PENETRATION/TO'RtMI AT !; � �� � �
<br /> L WN R �1 T l �'
<br /> SEE ALSO DETAIL 7 SHEET A9 LOWER WALL. 24" O.C. STAGGERED i�l I;} N
<br /> CEILING PLAN (TYP.} WALL AND CEILING BEARING/SHEAR WALL t' � �T� w
<br /> PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEDULE M���
<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'-0" JOIST PERPENDICULAR SCALE: 3�4" = 1'-0" JOIST PERPENDICULAR
<br /> SCALE: 3/4" = 1'-0"
<br /> � 16 SHEAR WA�f_._ TO BEAM 17 TYP CA� DRAG STRUT 18 �OW ROOF � g �OAD TRANSFER DETAI� 20 TYP. SECT 0�1 AT DECK FRN1G. �
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