|
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 /> a�
<br /> 0
<br /> P�ATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER �-+
<br /> (3) p,148" X 3" SHEARWALL SCHEDULE SHEARWAL� SCNEDULE SHEARWALL SCNEOULE SHEARWALL SCHEDULE �
<br /> 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MIN. �r 0.148"X3.25" � 6" O.C. MIN. � 0.148"X3.25" C� 6" O.C. MIN. 4'-0" �
<br /> r
<br /> FLOOR SHEATNING AND NAILING EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHEQ. FLOOR SHEATHING AND NAfLING i� EDGE NAILING PER SCHED. FLOQR SNEATHING ANp NAILING I EDGE NAILING PER SCHED. (20) 12d
<br /> PER STRUCTURA� NOTES S1.0 � PER STRUCTURAL NOTES S1.0 PER STRUCTURAI. NOTES 1.0 � PER STRUCTURAL NOTES S1.0 � °' •
<br /> �° RIM/BLOCKWG TO TOP � RIM/BLOCKING TO TOP S i RIM/BLOCKING TO TOP RIM/BLOCKING TO TOP Z �
<br /> �� PLATE PER SNEARWALL � PLATE PER SHEARWALL : PLATE PER SHEARWALL � PLATE PER SHEARWALL - � ^
<br /> j� SCHEDULE - PROVIQE j SCNEDULE - PROVIDE ,e SCHEDULE - PROVIDE I SCHEDULE - PROVIDE � �
<br /> „ ,a „ ,,. . . „ „. . „ _ _ -- — __,_'_=,_ _.� — _����r_— —
<br /> O.148 X3.25 C� 6 O.C. MW. Q148 X3.25 Q 6 O.C. MIN. � 0.148 X3.25 � 6 O.C. MIN. , Q.148"X3.25" � 6" O,C. MIN ��'`'.��` ` .�'� `��.� ��c`�`���� ��'�.Y`��"`�� LL`� �`��n�
<br /> \ i, 11 " � � � f k� �\ � � ''`i � �
<br /> �- \ 1� � �� ��� � � i Q �
<br /> � ! � � � � � ,
<br /> �1 i�' i'' � ' + �
<br /> I1
<br /> � � �
<br /> . . . . . . . . . . . . . . . . . . . . . . . . . . ._.._...�....._.._e..e_�. � � e...m.,v.�...� ..:e...._.ss » ..> ,� . . . . . . � �
<br /> . . . . ._..�v..�_ _.._._.__.,�«..�..._...............�..__.._.—.__'�—""� . � . . . . . . . . . . . . . . . . . . . . . . .�..v.�__"__.._...,���.__�__..�—,_.�_..___.._.__.._.___. —__ _` . . . . . . . . . . . . . . . . . . . . . —�___,.�___ _`_�__ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ...... . . . . . . � � �
<br /> \ � � TOP PLA � j
<br /> ..._.___ v�_.__ _,�__.____.______.�v r__._a�.___.� ._�.,�.�. _.____. ,.�...___y.�.. __�. .. .v._... e.
<br /> � ______ �r _��__ � j r �� � /�7� � c�
<br /> f ��_�._____,__�___—__�-.- __ __. ___ —_� � ---- — �. V/ U2 �
<br /> EDGE NAILING PER SCNED. EDGE NAILING PER SCHED. � EDGE NAILING PER SCHEQ. � EDGE NAILING PER SCHED. � o
<br /> FRAMING PER PLAN � � � � `-"
<br /> —BEAR{NG AND/OR BEARING AND/OR �� BEARWG AND/4R � BEARING AND/OR � a�
<br /> BLOCKING AT 48" O.C. � SHEARWALL PER PLAN FRAMWG PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN ; SHEARWALL PER PLAN STUDS � ,�
<br /> � � W � �
<br /> ADD RIM JOIST/BLKG. � NOTES: ' ADD RIM JOIST/BLKG. ` NOTES: ADD RlM JOIST/BLKG. i NOTES: � ? �
<br /> AS REQUIRED BY � 1. SECURE JOIST TQ WALL AS REQUIRED BY �� 1. SECURE JOIST TO WALL AS RE QUIRED BY j 1. SECURE JOfST TO WALI� � ° �
<br /> SHEARWALL SGHEDULE = WITH 0.131"X2.5° EA. SfDE, DOUBLE JOIST SHEARWALL SCHEDULE �V- WITN 0.131"X2.5" EA. SIDE, SHEARWALL SCHEDULE - WITH 0.131"X2.5" EA. SIDE, � G �
<br /> 1 1/2" MIN. FROM ENQ. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM END. -{-� �
<br /> N OTE: U � �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST TO SPLICE & NAfL TOP PLATES � � �
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PFRPENDICULAR JOIST WITH 0.131"X2.5 AS SHOWN C� ALL EXTERIOR, � � o
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BOTTOM. � �-+ �
<br /> PLUMBING, PARTY & SHEAR
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = i'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-Q" AND AT ROOF.
<br /> :
<br /> 1 EXTERIOR WA�� TQ �RA� �1� 2 I�1TERfOR WA�� TO FRAM �JG 3 I�ITERIOR WAI�� T0 FRA�iI�lG 4 EXTERIOR WA�� TO F�A�11�1� 5 TOP PI�ATE SP�ICE �;,` f �-- a: y !
<br /> � 0 �� ❑
<br /> ❑ � - ..
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL, JOISTS PERPENDICULAR JOISTS PARALLEL - - - ': � � n Y
<br /> ,
<br /> �
<br /> .
<br /> ,
<br /> PLATE NAILING PER ` � �
<br /> s �
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP.
<br /> > ; ;
<br /> SHEARWALL SCHED. TYP. sz ,. SHEARWALL SHEATHING & ;,
<br /> ,.�o_.
<br /> � -- ' NOTE:
<br /> - �
<br /> SHEARWALL SNEATHfNG & 3i �'; NAILING PER SCHED. j� ;; `�
<br /> s ��� �
<br /> •? �E SEE DETAIL 6 THIS SHEET
<br /> NAII�ING PER SCHED. � ��� �`' � � CONTINUE WALL SHEATHING ��r� �� FOR BALANCE TOP PLATE
<br /> t._ .$ {t, x .
<br /> RIM TO T�P PLATE A35 LTP4 � ' TO RIM Wf EDGE NAILING F�, 4� JOIST HANGER �� ti �� �
<br /> � �, � ��SE PROVIDE RIM TO TOP r;. „ LAP JOIST 4 AND l �'�
<br /> USE (3} 8d NAILS SPLICE SEE 5 '�
<br /> PER SNEARWALL SCHED. �� ;� PLATE A35/LTP4 PER �� ' Y' JOISTS THIS SHT. - � � � �� �
<br /> t,
<br /> 1� �i SHEARWALL SCHED. �}.: `' AT SOLID BLOCKING � ; . �� a �
<br /> i �;; yi Z �+� .rf .
<br /> � TO BEAM AT NON BEARING WAL�S � � �, � o
<br /> ¢ ��
<br /> PANEL BLOCKING � ti
<br /> 1 � ,� V � �'" }' V � AS REQ. `a'� � ,.�
<br /> � � ,� � �. ; A T B E A R I N G W A L L S A TAD C H E D T O K N GE S T U D ����6� s� �
<br /> • }� � � ° ��; >��' �\ PLYWOOD PLYWOOD STUDS AT HEADERS: � W�HUC HANGER OR A34� ��
<br /> �..w:..:____:.>..:..;_:.�__._�..�u._�._„>� ..-_.._�._.� ` ..�"�i . "��-�. _-_.-_ __�a�.�.,..r��»___��_.w.,._.___,�._:�.. w �; r . . .. . .,_ . . __ . ...
<br /> . � �-W-�_.__� .__.�� .____�_._ ._�_��...r���.-� 16" Q.C. TYP. �3� 2X8 @ 2X6 4VALLS �2�X4�MIN.
<br /> U.N.O. UNLESS NOTED ( )
<br /> i}" � 1 1 !_i . . . . . . . . . . .
<br /> !� � � OTHERWISE PER PLAN �
<br /> a� I t,
<br /> ��� s`� " BUNDLED
<br /> � �—
<br /> JOIST PER PLAN TYP. ��� `;.5 JOIST PER PLAN TYP. � I '� JOIST PER PLAN TYP. �� �-- 6=� `9 z �
<br /> ;r ;3� ,��._�.��__��, . . '; JOISTS (2) 16d � 12 r � o
<br /> �;
<br /> �� �� --_�_.3 _.�,�_� __u.u�._ __.-- . :�. � .- ,� �
<br /> F�: ,; I �';� x TYP. N �
<br /> KING STUD-TYP.
<br /> PROVIDE lNTERIQR CROSS F�,; �= Q � N
<br /> ;�Y Fi{ � `� }� FACE NAIL W/ �' � �
<br /> P>, �� WALL OR BEAM AT 12 O.C. ;,�, ,;
<br /> DOUBLE JQIST MIN. i; �� ELSE BLOCKING AT 6' O.C. ;Ft �;; JOIST PER JOIST P�R (2) 16d � 12" O.C. � �
<br /> � ; •� JOIST PER PLAN TYP. F�i ! �
<br /> :�:< a�:� st #:�f (=. �
<br /> '�j F; DOUBLE JOIST MIN. ;s' #; PLAN PLAN TYP. ,-a� a
<br /> SHEATHING AND NAILING P�R AT BEARING WAL�S AT NON-BEARING WALLS
<br /> ��' SHEATHING AND NAILING PER -..i�� ��' JOIST HANGER 2X BI.00KING TRIMMER STUDS: (1) TRIMMER STUD
<br /> SHEARWALL SCHED. TYP. � 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 ��) @ QPENINGS 5-1 & GREATER o
<br /> RATING INFORMATION PER RATING INFQRMATION PER A: FLUSH BEAM B: DROPPED BEAM UN��SS NOTED OTHERWISE PER PLAN � ,
<br /> �
<br /> SCALE: 3/4�> _ ��,�„ ARCH. SCALE; 3/4" _ �'-0" ARCH. SCALE: 3/4;> - 1'_�,� SCALE: NONE � 2 0
<br /> � O
<br /> � TYP CA� PARTYV�IA�� 7� TYP CA� PARTYWA�� AT STEP �8 BU �T UP BEANI � TYPa C0�1N. TO WOOD BEAM 10 TYP. HDR. AT STRUCT� WA�� > a
<br /> �
<br /> � _.� _ _ _ W
<br /> UPPER WALL: Q �
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS
<br /> UNLESS HANGERS/HARDWARE ARE SHQWN WALL PLATE NAILING PER BEARING/SNEAR WALL ANQ BLOCKING REQUIREMENTS =� _ - ~ Q
<br /> ON PLANS, BEAMS BEARfNG ON STUQ WALLS SCHED. FOR UPPER WALL PER PLAN AND SCNEDULE 0.148 X3.25" � �' � <C
<br /> m c,�
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS S�TAGGE ED �� �'
<br /> FLOOR NAILING PER L = HORIZONTAL RUN
<br /> �'--.______ - '_ ,,�
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL `i"s' � �
<br /> 2X12 STRINGERS FOR L<84" 3 w �
<br /> MST37 STRAP 1.75X14 LVL STRINGERS FOR 84"<L<14 " , '`'�., �� �- �
<br /> CONT. RIM JOIST �`* � '
<br /> 2X BLOCKING TYP. A35 '��..y� � O � �
<br /> TOP PLATE TOP PLATE A TOP PLATES �
<br /> BEAM gEqM BEYOND �
<br /> PER PLAN PER PLAN
<br /> -�---� — � � —
<br /> WALL STUD
<br /> - - - - - - - - � 1/ ' MIN.
<br /> - - - - - - - -
<br /> _ T _ _ - - - - - - - - - - - -
<br /> _-_ = BLQCK FLOOR LANDING �
<br /> j DIAPHRAGM EDGES � STRINGERS �
<br /> - .____--_-_-�=�-=-� - - -- _�_._.___-_ — �i,
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 ` � � � � � �"'
<br /> t
<br /> EACH SIDE OF EACH SIDE OF � � �
<br /> BEAM BEAM BEAM PER PLAN (2) 8d TOENAILS (2) 8d TOENAILS 2x � ���� 2X ftIM JOIST �� II{I I11I � o
<br /> EACH SIDE EACH SIDE PER PLAN '
<br /> , � j �� Illl Illl � � �+
<br /> �..�._____._..r_�r.�..._��_�__v.____�.'� 4�
<br /> (2) STUDS U.N.O. 2x BLC�CKING �. P.E.N. PER LOWER WALL �i----�T �� �- ((` � �
<br /> POST PER PLAN ON PLANS BEAM/HDR C� SIM. '� !i
<br /> EXTERIOR INTERfQR WALL AND CEILING + � � � W = WIDTH �/4" VERIFY �
<br /> WALL WALL PER ARCH. LOWER WALL: q (3) STRINGERS FOR W<42" �
<br /> B�ARING/SNEAR WALL
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" �
<br /> SCALE: 3f4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL � �i
<br /> TYP. TOP P�ATE TYP. TOP P�ATE SCALE: 3/4�� - ,�-o�� - o
<br /> SPLICE AT . � �
<br /> 11 FLUSH BEAM 12 SP� CE AT DROPPED BEAM 13 BEAI� TOE�1A L. �1G 14 CAI�T �E�ER F�OOR JQ ST 15 TYP. STAIR FRA��I�1G AT WA�� �
<br /> ❑ ❑
<br /> �
<br /> UPPER WALL: UPPER WALL: � �
<br /> WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WAL� � �
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 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 NAILING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL ,� �j� —POST - WRAP PER ARCN. ��� � �
<br /> STRUCTURAL NOTES I DRAG STRUT PER PLAN STRUCTURAL NOTES t� ��- �
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL � �'}
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKING I 6X6 POST WITH ABU66 � �a'
<br /> DIAPHRAGM NAILING 2X BLQCKING DIAPHRAGM NAILING - � i� �
<br /> BLOCKING I � \ '��" ' ��i CENMER OF IWOODITPOST "r �
<br /> � r: . . !, • • ji . . . . . . . . . . . . . . �� �
<br /> BLO K FL OR � � � « �
<br /> I �� • DIAPHRAGM EDGES -- <�'_ � �
<br /> \ •\ �f,,�" � �
<br /> ._ W_. __._--___ _--- -_�__._I — - -
<br /> � ___ ___,___�_._______. _�_______ .____._.
<br /> _ ______ __._____�_.�.__ _____._____�._ :�_—�:w ��___.���_..�..�.___�u_�_ .d._�___W.________� � ,= -- —. ^— — _ � r � � �
<br /> _ � ,r� _
<br /> _ _ ; ______________._.____.._,__._.___��_�______._..�.______..�_._._.__.�_�._._______
<br /> --- _--_ �
<br /> ��_-�--_ �-__�--,,, ._ _.� _._ _ _ ,�, �,�
<br /> � � �SIMPSON A35 BLKG. � � �' BEAM�HDR � SIM. �� � ��� _ �;, � � � �
<br /> JOIST JOIST PER TO TQP PLATE BEYOND � �� JQIST /� � i� . TRIM RE:ARCH. U � �
<br /> PER PLAN PLAN - TYP. SPACING PER i � PER PLAN P.E.N. PER LOWER WALL � ��� ('f
<br /> �� SHEARWALL SCHEDULE � � ' iil (ii BEAM TO POST W/ EPC • r"'�
<br /> � PANEL SHEATING/NAILING � - �� � �
<br /> SNEARWALL BEYOND � SO�FIT RE: ARCN. ! (2) 0.228' DIA. LedgerLok �;� �;, POST CAP � �,
<br /> TO MATCH LOWER WALL � " if ,� �..� +�
<br /> � 1 � FASTENERS W/ 2 MIN. �
<br /> HOLDOWN STRAP PER SNEAR WALL SCHED. NOTES_ CANT'L. JOIST � PENETRATION TO RIM AT tE� � I�t � � �
<br /> SEE ALSO DETAIL 7 SHEET A9 LOWER WAL�: � 24' O.C. STAGGERED i�I Ii4 � �
<br /> CEILING PLAN (TYP.) WALL AND CEILING BEARING/SHEAR WALL ` ��Lt� L1__ � �T� w
<br /> PER ARCH. PER 13/S1.3 PER ARCH. pER PLAN AND SCHEDULE � � F-��
<br /> 2X LEDGER - -
<br /> NOTE:
<br /> LedgerLok Fasteners shall
<br /> be per ICC ESR-107&
<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 /> SGALE: 3/4" = 1'-0"
<br /> 16 SHEAR WA�� TQ BEAM 17 TYPICA� DRAG STRUT 18 �OW R��F � g �OAD TRA�ISFER DETA L 2� TYP. SECTI0�1 AT DECK FRN1G. '
<br />
|