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BEARING AND f OR BEARING AND/OR BEARING AND f OR BEARWG AND/OR
<br /> SHEARWA�L PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> a�
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAII{NG PER c'
<br /> (3) 0.148" X 3" SHEARWA�L SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE CO
<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" C� 6" O.C. MIN. �
<br /> � 4-� �
<br /> FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING ; EDGE NAILING PER SCHED. FL.00R SHEATHING AND NAILING � EQGE NAILING PER SCHED. FLOOR SHEATHlNG AND NAILING � EDGE NAILING PER SCHED. �
<br /> PER STRUCTURAL NOTES S1.0 I� PER STRUCTURAL NOTES S1.0 ' PER STRUCTURAL NOTES S1.Q PER STRUCTURAL NOTES S1.0 � (20) 12d �
<br /> !� RIM/BLOCKING TO TOP I RIM fBLOCKING TQ TOP i RIM/BLOCKING TO TOP ` RIM/SLOCKING TO TOP z �
<br /> PLATE PER SHEARWALL � PLATE PER SHEARWALL � PLATE PER SHEARWAL� � PLATE PER SNEARWALL �. � ^
<br /> �� SCHEDULE - PROVIDE � ; SCHEDULE - PROVIDE � � SCHEDULE - PROVIDE j SCHEDULE - PROVIDE � �
<br /> 0.148°X3.25" � 6" O.C. MIN. 0.148"X3.25" t� 6" O.C. MIN 0.148"X3.25" Q 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MIN. . .�_�__ � _m��:T�.._:.�. :�,:,:,�:��-.s:��-�-,.,�-:.t��,:.-���:� �,�.-- . .�
<br /> ix � �
<br /> � u n \^">, [Q
<br /> ��, ;; ;�, �i i � fi � �_ o �,
<br /> �� , � � � �
<br /> ; '�, i! ��1 I i TOP PI.A � ' �
<br /> ._._.___ _m�.__�__._�__. .
<br /> ____-- __.-______�_._--
<br /> � � � i
<br /> 0
<br /> � ____.-\�:.-- _ _.. � _...._:_.__.T _ '
<br /> .
<br /> ----Y�_,---____ ____ _____-. . ___-_----------________.._ _._______.. ' �..�......4.�._�,.___ _-��:-- _�__.-^.--�-__ ---�=. � �...� � � �
<br /> .�._.__ ---- -='���--�;., ��:�-��_---_�..�_.- � -._.»_____�.i � � � �z
<br /> �-�_____ �� �. � � _ � � �
<br /> � EDGE NAILING PER SCHED. � —EDGE NAILING PER SCHED. ,� EDGE NAILING PER SCHED. ( EDGE NAILING PER SCHED. iU �
<br /> FRAMING PER PIAN � �� � +,
<br /> ,� BEARING AND/OR � SEARING AND/OR ;� BEARING ANDfOR BEARING AND/OR �� �
<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 STUQS W � �
<br /> ADQ RIM JOIST/BLKG. � NOTES: � ADD RIM JOIST/BLKG. �� NOTES: ADD RIM JOISTfBLKG. j NOTES: � "
<br /> AS REQUIRED BY i� 1. SECURE JOIST TO WALL � A S R E Q U I R E D B Y I 1. S E C U R E J O I S T T O W A L L A S R E Q U f R E D B Y f 1. S E C U R E J Q I S T T O W A L� t� ° ��
<br /> SHEARWALL SCHEDULE ---� WITH 0.131 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" MIN. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MIN. FROM ENQ. � � `�
<br /> NOTE: U .� �
<br /> 2. SECURE RIM JOIST TO SPLICE & NAIL TOP PLATES � � �
<br /> PARALLEL 2. SECURE RIM JOIST T0 AS SHOWN @ ALL EXTERIOR, � o co
<br /> BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR JOIST WITH 0.131"X2.5 � � Q
<br /> NAIL TOP AND BOTTOM.
<br /> NAIL TOP AND BQTTOM. PLUMBING, PARTY & SHEAR � �, �
<br /> AND AT ROOF.
<br /> SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" , , y S,x r ,
<br /> 1 EXTERIOR WA�L� TO �RA�i �lG 2 NTER�OR WA�� TO FRAMIf�G 3 I�ITERIOR WA�� TO FRA�IING 4 EXTERIOR WA�� TO FRAMII�G 5 TOP P�ATE SP� CE � x s �— 2 ` , f ,�;zf� �f
<br /> � ❑ . _ . :. ,
<br /> ❑ �� �
<br /> �, 3 �
<br /> JQISTS PERPENDICULAR JOISTS PARALLE� JOISTS PERPENDICULAR JOtSTS PARALLEL - - - - �
<br /> PLATE NAILING PER
<br /> . . � A � � " 3.. t €l
<br /> �. �
<br /> PLATE NAILING PER SHEARWA�L SCHED. TYP. r ���,�z,{
<br /> E E � s. �
<br /> . .....,..., . .,:
<br /> SMEARWALL SCHED. TYP. SHEARWALL SHEATHING & ~-
<br /> � p� NAILING PER SCHED. t� ;j NOTE: �
<br /> SHEARWALL SHEATHING & �� _' �i ' SEE DETAIL 6 THIS SHEET �
<br /> '� ''° CONTINUE WALL SHEATHING ' � 5 �
<br /> NAILING PER SCHED. �T� ��� �'� � "'
<br /> �; #; ; ,; FOR BALANCE
<br /> f�. �; TO RIM W EDGE NAILING �= x, � � �� � � � ,
<br /> �
<br /> RIM TO TOP PLATE A35/LTP4 i, �- ELSE PR VIDE RIM TO TOP t; ;� JOIST HANGER LAP JOIST 4' AND TOP PLATE � ,� ��`�w "
<br /> USE (3) 8d NAILS SPLICE SEE 5 � � �
<br /> AT SO�ID BLOCKING THIS SHT. - � � •
<br /> PER SHEARWALL SCHED. ,�. �; PLATE A35fLTP4 PER �� � �i, JOISTS � � _ ,�
<br /> �, SH�ARWALL SCHED. '��� :; � ' ' �,
<br /> � �i z s ;,t TO BEAM AT NON BEARING WALLS H �, a�
<br /> Q j; PANEL BLOCKING HEADERS - MAY BE � '�
<br /> s� , �
<br /> i' �\ ° ;{: I �i� \\ � . AS REQ. AT BEARfNG WALLS ATTACHED TO KING STUD ����f� � ��
<br /> . + � \ �- ,.; ;� \ ` PLYWOOD PLYWOOD �I,�
<br /> •.- �_.,�._ �v__,.t_���.._�__� , � F��� � �r ;� STUDS AT HEADERS: W/HUC HANGER OR A34/
<br /> 2 2X8 C� 2X4 WALLS A35 CLIP:
<br /> __�_._� __�
<br /> �� 16" O.C. TYP. �3� 2X8 � 2X6 WALLS (2) 2X4 M1N.
<br /> C" ili s;_s ___`__.::. .:�,.._�..:�.�__-__--�____��_____�...u_ � , `' '
<br /> --- tc ?•_ ___�,_ M_._�_.�__.__________ _
<br /> !�� �� 3�j � � },�, �
<br /> � � t! U.N.O.
<br /> �. y . � UNLESS NOTED �
<br /> �F: k:< <� OTHERWISE PER PLAN � o
<br /> � " BUNDLED '�-
<br /> JOIST PER PLAN TYP. g�� s¢ JOIST PER PLAN TYP. � � �� JOIST PER PLAN TYP. 2 16d Q 12" � � z o
<br /> � „ _.. ,f JOISTS ( )
<br /> _�.:�._�,:.:-_-_.�_ ���1�_�.�.,._ _.�_ _�_k_ , � ,�
<br /> �� KING STUD-TYP. � � �
<br /> i� �' PROVIDE INTERIOR CR055 � }��` �i TYP. Q cv � �
<br /> s .
<br /> 3_#
<br /> ;�.'. �; WALL OR B�AM AT 12' O.C. �'�� t� FACE NAIL W� � � �
<br /> DOUBLE JOIST MII�. I�' ��j ELSE BLOCKING AT 6' O,C. _�' ���t PLAN PER P�LAN PER �Y 16d � 12" O.C. � � �
<br /> ��, `,; JGiST PER PLAN TYP. r { �' w
<br /> �� �� DOUBL� JOIST MIN. �s: Y! �
<br /> SHEATHING AND NAILWG PER �_� �� `?s " AT BEARING WALLS AT NON-BEAftiNG WALLS `-� �
<br /> SNEARWALL SCHED. TYP. `�' 1�� SNEATHING AND NAILING PER �• _''_ JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1) TRIMMER STUD
<br /> SNEARWALL SCHED. TYP.
<br /> 1 � OPENINGS UP TO 5'-0'� WIDE
<br /> BEAM PER PLAN BEAM PER PLAN � � � �
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND 2 � OP€NINGS 5-1" & GREATER
<br /> RATING INFORMATIQN PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UN�ESS NOTED OTHERWISE PER PLA ' �
<br /> ,> _ � ARCH. � � � ARCH. �� _ � , � J_ �.-
<br /> SCALE: 3 f 4 - 1 -0" $CALE: 3/4' = 1 -0' SCALE: 3/4 - 1 -0' SCA�E: NONE Z �
<br /> BU �T UP BEAM � o
<br /> � TYP CA PARTYWA � � TYP CA� PARTYWA�� AT STEP 08 � TYP� CONN. TO WOOD BEA�1 � 0 TYP� HDR. AT STRUCT. WA�� > a
<br /> _ _—
<br /> _ T - --
<br /> �
<br /> UPPER WALL: � �
<br /> NOTE: SEE ARCN. FOR STAIR DIMENSIONS
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WA�L PLATE NAILING PER BEARING/SNEAR WALL AND BLOCKING REQUIREMENTS > (----- '- Q
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN ANQ SCHEDULE 0.148'X3.25" -- � � ¢
<br /> C� 4" O.C. m v
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS STAGGERED
<br /> FLOOR NAILING PER i ,-
<br /> L = HORIZONTAL RUN ��.____---.-> W
<br /> STRUCTl1RAL NOTES P,E.N. PER UPPER WAL� � �
<br /> 2X12 STRINGERS FOR L<84° ,, v� � � �
<br /> MST37 STRAP � I ' `'�._ f� o �
<br /> 1.75X14 LVL STRINGERS FOR 84'<L<14 "
<br /> CONT. RIM JOIST `.``~' ��� �
<br /> 2X BLOCKING TYP. T A35 `��>� O � �
<br /> TOP PLATE TOP PLATE A TOP PLATES
<br /> ,,
<br /> I BEAM BEAM
<br /> BEYOND �
<br /> PER PLAN PER PLAN �
<br /> T � - — �l WALL STUQ � �
<br /> � --- 1/ ' MIN.
<br /> - - - - - - - - - - _ _ _ _ �
<br /> - - i- - - - - - - - - -
<br /> � .___W_ - - - - - - �
<br /> _ __� BL4CK FLOOR LANDING
<br /> � � ---- DIAPHRAGM EDGES �
<br /> _,__._ STRINGERS
<br /> �
<br /> _,_W__ _
<br /> -- --- -________-�-��--___ �_._
<br /> ___� 4-�_-�
<br /> 4S
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 � i' �
<br /> EACH SIDE OF EACH SID� OF ' ' � �
<br /> BEAM BEAM BEAM PER PLAN (2) 8d TOENAtLS (2) 8d TOENAILS 2x ; f��� 2X RIM JQIST � I11I I1lI • �1
<br /> EACH SIDE EACH SIQE PER PLAN � � I") �"� � O
<br /> POST PER PLAN (2) STUDS U.N.O. 2x BLOCKWG � F �. ._�_=i'�_.�_�_t��_�� �� �
<br /> ON PLANS P.E.N. PER LOWER WA�L � ^ l �
<br /> � - BEAM/HDR � SIM. � .� ! A V� Q�
<br /> EXTERIOR INTERIOR WqLL AND CEILING � � W = WIDTH �I4" VERIFY �
<br /> WALL WA�� PER ARCH. LOWER WALL: A (3) STRINGERS FOR W<42" �
<br /> BEARWG/SHEAR WALL (�) STRINGERS FOR 42"<W<48" �
<br /> TYP. T�P P LA TE PER PLAN AND SCHEDULE � ^ �
<br /> TYP. TO P P�A TE SCALE: 3/4" = 1'-0" SGALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL (�,�,
<br /> 11 SPLICE AT ��USN BEA�1 12 SP� CE AT DROPPED BEA�I 13 BEA�i TOE�IA � �1G 14 CA�ITI�EVER F�OOR JOIST 15 TYP� STAIR FRAM �1G AT WA��
<br /> . r..� �i
<br /> �
<br /> UPPER WALL UPPER WAL�: � �
<br /> WALL PLATE NAILING PER BEARING/SHEAR WALL WALI. PLATE NAILING PER BEARING/SHEAR WALL � o
<br /> SCHED. F�R UPPER WALL — PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE �
<br /> NOTE: NQ WALL ABQVE AT SIM. SEE ARCHITECTURAL �
<br /> FOR ALL FLASHING QETAILS � �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WALL ���'����i POST - WRAP PER ARCH. -�.�
<br /> STRUCTURAL NOTES � DRAG STRUT PER PLAN STRUCTURAL NOTES �i. �: t ,
<br /> 2X4 RAFTER EA. JQIST P.E.N. PER LOWER WALL �'-=�` p�� �
<br /> BEAM PER P�AN 1 3/4° PSL BLOCKING � 6X6 POST WITH ABU66 �
<br /> DIAPNRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING �� i� o
<br /> "' ii 4� BEAM - ALIGN WITH
<br /> i BLOCKING ( \ ;,�', �, . CENTER OF WOOD POST o �
<br /> , BLOKFLOR � ,_ . � . : � � � �
<br /> ( � ' ` DIAPHRAGM EDGES - -- �j � �
<br /> � � �
<br /> �. - - --
<br /> � �_.� ___ w.____�____.____. .� w__._____ .____ � ._ .w - ---.__._____._____._._�._ . _ .
<br /> R____..___.____..____w_m�._.__�._�__.�__ �.._. ,_
<br /> � � �,,
<br /> ; � _ .— -- --- —_ _ ' �� � 1
<br /> _.��__ ____�.�e_..__.__�_�.____„_ �_�______ __.____e___._.__�_________._��__�. � _ _ --.— -- ----_.._______...___.___.__.__._ __._ _._.._______.._� r-�,
<br /> ; ��,:�-:�� _ _ __ ___ __ — ,,
<br /> � SIMPSON A35 BLKG. � �� N BEAM/HDR � SIM. � � ia � %; � � � �
<br /> � �i ; ,— �fl..`.lii TRIM RE:ARCH. � �
<br /> JOIST JO1ST PER TO TOP PLATE BEYOND j /\ PER PLAN P,E.N. PER LOWER WALL J\ E �rI I�' BEA TO POST W E • � �
<br /> PER PLAN PLAN - TYP. �� SPACING PER
<br /> SHEARWALL SCHEDULE PANEL SHEATING/NAILING � ii ii POSM CAP � PC � �
<br /> SOFFIT RE: ARCH, I � (2) 0.228" DIA. LedgerLok ��� �„ �--v{ +�
<br /> I TO MATCH LOWER WALL i, ;f �..� +�
<br /> I f [ ; FASTENERS W/ 2" MIN. �
<br /> � SHEARWALL BEYOND ,
<br /> NOTES: -� � ; PENETRATION T0� RIM AT iE� I �;� � � �
<br /> HpLDOWN STRAP PER SHEAR WALL SCNED. CANT'L. JOIST �OWER WALL: � 24" O.C. STAGGERED i�I I;i � N
<br /> (TYP.) SEE ALSO DETAIL 7 SHEET A9 BEARING jSHEAR WALL � �, �
<br /> CEILING PLAN WALL AND CEILING ; ii � rTl w
<br /> PER ARCH. PER 13/S1.3 PER ARCN. PER PLAN AND SCHEDULE l�-�-i
<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: 3/4" = 1'-0'" JOIST PERPENDICULAR SCALE: 3/4" = 1'-0" JOfST PERPENDICULAR
<br /> SCALE: 3 j4" = 1'-0"
<br /> 16 SNEAR WAI�� TO BEAM 17 TYP CA� DRAG STR�T 18 �OW ROQF � g �OAD TRAf�SFER DETAII� 20 TYP. SECT10�1 AT DECI� FRMG. �
<br />
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