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BEARING AND�OR BEARING AND/OR BEARiNG AND/OR BEARWG AND/OR
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> o�
<br /> 0
<br /> PLATE NAI�ING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER c-+
<br /> (3) 0.148° X 3" SHEARWALL SCNEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCNEDULE aCO>
<br /> 0.148"X3.25" Q 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" Q 6" O.C. MIN. 0.148"X3.25° 0 6° O.C. MIN.
<br /> ��l 4-� � � � '
<br /> FLOOR SNEATNING AND NAILING �� EDGE NAILING PER SCHED. FLOOR SHEATNING AND NAILING EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING EDGE NAILING PER SCHED. (20) 12d . �; �
<br /> PER STRUCTURAL NOTES S1.0 �' PER STRUCTURAL NOTES 51.0 f PER STRUCTURAL NOT�S S1.0 PER STRUCTURAL NOTES S1.0 � '
<br /> , RIM/BLOCKING TO TOP RIM/BLOCKING TO TOP RIM/BLOCKING TO TOP RIM/8I OCKING TO TOP z � ,
<br /> � PLATE PER SHEARWALL PLATE PER SHEARWALL PLATE PEft SHEARWALL PLATE PER SHEARWALL - � �
<br /> I � SCHEDULE - PROVIDE � � SCHEDULE - PROVIDE I� SCHEDULE - PROVIDE � � SCHEDUIE - PROVIDE � __ ��___�^'�� _�y_�,_{����_����w^� �.� ,
<br /> � �
<br /> „ 0:148"X3.25" � 6" O.C. MIN. 0.148"X3.25" � 6" O.C. MIN ' � 0.148"X3.25° C� 6" O.C. MIN. a 0.148 X3.25 C� 6 O.C. MIN. ; �. r.� co
<br /> i; I1 „ i � �--- o ,�
<br /> �� � 11 �� E �
<br /> �
<br /> ;'�, ;�, !'� � � TOP PLA I 1 � o
<br /> - _ � ' � " � ' � �' �
<br /> � �
<br /> -- -- � -_ — -- � - ----- __��— �i ' (n � co
<br /> � � �
<br /> EDGE NAILING PER SCHED. EDGE NAILING PER SCHED. EDGE NAILING PER SCHED. � EDGE NAILING PER SCHED. � �
<br /> FRAMING PER PLAN � � � +' � -
<br /> �� BEARING AND/OR BEARING AND/OR � BEARfNG AND/OR BEARING AND/OR � � '
<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 U' ^ " . ,
<br /> ADD Rl�d JOIST/BLKG. � NOTES: ADD RIM JOIST/BLKG. NOTES: ADD RIM JOIST/BLKG. ! NOTES: - � `J �
<br /> AS REQUIRED BY j 1. SECURE JOIST TO WALL AS REQUIRED BY 1. SECURE JOIST TO WALL AS REQUIRED BY � 1. SECURE JOIST TO WALL � ° � �
<br /> SHEARWAI L SCNEDULE 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� � •
<br /> 1 l/2" MW. FROM END. 1 1/2" MIN. FROM END. 1 1/2" MW. FROM END. NOTE: � .� �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST TO SPLICE & NAIL TOP PLATES � � �
<br /> PARALLEL ' JOIST WITH 0.131"X2.5 AS SHOWN C�? ALL EXTERIOR, � o c�
<br /> BLKG. WITH 0.131'X2.5 PARALLEL PERPENDICULAR PERPENDICULAR -� � o
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BOTTOM. PLUMBING, PARTY & SNEAR
<br /> � � �
<br /> SCALE: 3�4" = 1'-0" SCALE: 3�4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: �4" = 1'-0° AND AT ROOF.
<br /> a � . K:i
<br /> '� ,�.�ti:.;`.:t . . .
<br /> 1 EXTERIOR WA�� T� �RAM NG 2 NTERfOR WA�� TO FRAMING 3 I�ITERIOR WA�� Ta FRAN11f�G 4 EXTERIOR WA�� TO FRAMING [� TOP P�ATE SP�ICE $ ; �---- { £.�s �� :
<br /> ❑ ❑ 0 ❑ ///''' � �A .�
<br /> ...� � 3 � ::; n . �.: ,.`a _
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL � " ' - ,
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<br /> ..4:::.':::�::£#�::?:;33::s3:<�::':3':::.::':;:::i::3::>:;`5:;i�:3;�..
<br /> PLATE NAILING PER ` .�
<br /> : Y . yj )j,' J a
<br /> .... ::',; .::..e.,. ... ...:' ...x...<...f4.: .
<br /> PLATE NAILING PER SHEARWALL SCHED, TYP.
<br /> SN�ARWALL SCNED. TYP. ,.,. ,. SHEARWALL SHEATHING & � y� -- — .
<br /> !a. .I. I.�. -IJ . CL1
<br /> �.,. ,�,< « ,� NOTE:
<br /> SHEARWALL SNEATNING & �i ,; NAILING PER SCHED. �� �� �
<br /> NAILING PER SCHED. F� ii CONTINUE WALL SHEATHING :., {; SEE DETAIL 6 THIS SNEET 1 ��� \
<br /> �:a �; ,.s ,, FOR BAI�ANCE
<br /> �.# �j TO RIM W` EDGE NAILING Ri i.� � TOP PLATE F 1��� o
<br /> LAP JOIST 4' AND � �
<br /> RIM TO TOP PLATE A35/LTP4 �, ', ELSE PROVIDE RIM TO TOP r� �! JOIST HANGER SPLICE SE� 5 '� �`�
<br /> ;t ;; �, �} USE (3) 8d NAILS ,� � . a �
<br /> PER SHEARWALL SCHED. ,.� ,>.; PLATE A35/LTP4 PER ,, �.i JOISTS
<br /> AT SOLID BLOCKING TNfS SHT. c� � ; , �,- a �
<br /> �,` �,� SHEARWALL SCHED. �;9 ;; TO BEAM AT NON BEARWG WALLS ;� �, o �
<br /> F"� Q ;{ "� PANEL BLQCKING HEADERS - MAY BE �� ti
<br /> �r a ,# F, � AS REQ. � �
<br /> I 1 � ;.�. I ,� � � AT BEARING WALLS ATTACHED TO KING STUD �? `�6� �.� � .
<br /> " HEADERS: W/HUC HANGER OR A34/ `�6���
<br /> . �i� \� � _�. t \\ PLYWOOD PLYWQOD STUDS AT
<br /> � 16 0 C TYP '
<br /> _..: fr�:.�_�• _ ________�__ u., �; z�_ __ ____\ .__�_ _���__---�.. ____��� _
<br /> � �, , „ 2 2X8 � 2X4 WALLS A35 CLIP• `
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<br /> --------_�. -_-..___��;,____�__ .�___��__�.:,_:�`j ' � _,____.___•._,..�.._u__�.:� .__ - F- , '-�-_-4-, _ �.� _ . . . �3� 2X8 � 2X6 WALLS (2) 2X4 MIN.
<br /> rr U.N.O.
<br /> ;a �,�; �' ;; � � UNLESS NOTED � �
<br /> ; �' I � ;; .
<br /> OTHERWISE PER PLAN o
<br /> �ri �:� i;; �
<br /> JOIST PER PLAN TYP. :€i �3 JOIST PER PLAN TYP. � � I ,}� JOIST PER PLAN TYP. BUNDLED „ _
<br /> �� �,� .,; JOISTS ( ) �
<br /> t: �1 __..-----�--__-�__�.�_....,_e__._.. __-------- � 2 16d � 12 � � � � �
<br /> . .. ,.. _.. .... . . . _ _:.,_ . . _.; ._ _
<br /> ¢ � �-- o�o
<br /> "� � ? PROVIDE WTERIOR CROSS �t�.� _r�; ! TYP. q � � cv
<br /> t� • r`� `�� KING STUD-TYP. o � �
<br /> r�. �t NfALL OR B�AM AT 12 O.C. �
<br /> ��°, fi
<br /> DOUBLE JQIST MIN. ?�_$ i� ELSE BLOCKING AT 6' O.G �F� �; JOIST PER JOIST PER FACE NAIL W/
<br /> ��; �.; JOIST PER PLAN TYP. �$� .rr � o -
<br /> 2 16d � 12" O.C. uj #
<br /> DOUBLE JOIST MIN. PLAN PLAN TYP.
<br /> t'" '� �f; 'z.� AT BEARIN G W A L L S A T NON—BEARING WALLS �
<br /> SHEATHING AND NAILING PER ��e� ��� �ri �r
<br /> ��� '' SNEATHING AND NAILING PER +�� ��� JOIST HANGER 2X BL.00KING TRIMMER STUDS: (1) TRIMMER STUD
<br /> SHEARWALL SCNED. TYP. � .
<br /> SNEARWALL SCHED. TYP.
<br /> BEAM PER PLAN BEAM PER PLAN �2�) � OPEN NGS 5P 1'�& GREATER �
<br /> �
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND UNLESS NOTED OTHERWISE PER PLA � i `
<br /> RATING INFORMATION PER RATING INFORMATION PER
<br /> A: FLUSH BEAM B: DROPPED BEAM ( � �
<br /> � _ � ARCH. � _ > > ARCH. „ _ � �� � z � .
<br /> SCALE: 3/4' - t -0° SCALE: 3/4' - 1 -0' SCALE: 3/4 - 1 -0 SCALE: NONE � o
<br /> BUI�T UP BEA�I � � "
<br /> 06 TYPICA� PARTYWA�� 07 TYPICA� PARTYWA�� AT STEP 8 09 TYP. CO�1N� TO WOOD BEAN1 10 TYP. NDR. AT STRUCT. ��A�� �
<br /> ❑
<br /> W
<br /> � �
<br /> UPPER WALL: NOTE: SEE ARGH. FOR STAIR DIMENSIONS ,¢- ~
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALL PLATE NAILING PER BEAftING/SNEAR WALL ANQ BLOCKING ftEQUIREMENTS _ ~
<br /> ON PLANS, BEAMS BEARWG ON STUD WALLS SCHED. FOft UPPER WALL PER PLAN AND SCHEDULE 0.148"X3.25' � Q �
<br /> Q 4" O.C. m U
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS STAGGERED �' -
<br /> FLOOR NAILING PER - L = NORIZONTAL RUN - ~
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL � �� � � '
<br /> 2X12 STRINGERS FOR L<84' �
<br /> MST37 STRAP 1.75X14 LVL STRINGERS FOR 84"<L<14 " �'`'�� � °- � ' .. ,
<br /> CONT. RIM JOIST - - A35 '�'�,` O z
<br /> 2X BLOCKING TYP. �. z � '=i
<br /> TOP PLATE TOP PLATE A TOP PLATES �.� .
<br /> BEYOND
<br /> I BEAM BEAM — �
<br /> PER PLAN PER PLAN - — —
<br /> , � T � —
<br /> �" � i WALL STUD
<br /> ,
<br /> 1/ MIN.
<br /> _ _ _ � _ _ _ _ -- - - - - - - - - - - - - - - BLOCK FLOOR LANDING �
<br /> � - - - - - - - �
<br /> __ � —� —— DIAPHRAGM EDGES STRINGERS � '
<br /> �
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 _ I F � � .
<br /> EACN SIDE OF EACH SIDE OF (2) 8d TOENAILS (2) 8d TOENAILS 2x ��� 2X RIM JOIST IIII I�I ' � �
<br /> BEAM BEAM BEAM PER PLAN EACH SIDE - EACH SIDE PER PLAN ` � �
<br /> � � _ ��r�r l��r .� - � �
<br /> POST PER PLAN (2) STUDS U.N.O. 2x BLOCKING � P.E.N. PER LOWER WALL � � � ��n , � ,�
<br /> ON PLANS BEAM/NDR � SIM. � �✓ Q�
<br /> EXTERIOR INTERIOR �NALL AND CEILWG I I ( � W = WIDTH �/4" VERIFY � �
<br /> WALL WALL PER ARCH. LOWER WALL: A (3) STRINGERS FOR W<42"
<br /> sEARING/SHEAR WALL (4) STRINGERS FOR 42"<W<48" �
<br /> PER PLAN AND SCHEDULE j.�(� �
<br /> TYP. TO P P A TE TYP. TO P P�A TE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL ��,� ,.
<br /> � �
<br /> 11 SP�ICE AT F�USH BEAM 12 SPLICE AT DRQPPED BEANI 13 BEAM TOE�lA �I�1G 14 CA�ITI�EVER F�OOR JOIST 15 TYP. STAIR FRAM NG AT WAL.I_ • � � : :
<br /> ❑
<br /> UPPER WALL UPPER WALL• �
<br /> WAI I PLATc NAII ING PcR BEARING`SHEAR WALL WALL PLATE NAILING PER BEARING/SHEAR WALL �
<br /> SCNED. FOR UPPER WALL PER PLAN AND SCHEDU�E SCHED. FOR UPPER WALL PER PLAN AND SCNEDULE �c ' .
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL �""1 � -
<br /> - FOR ALL FLASHING QETAILS � �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL 1' POST - WRAP PER ARCH. �
<br /> FLOOR NAILING PER P.E.N. PEft UPPER WALL CONTINUOUS STRAP ir��-T�i
<br /> STRUCTURAL NOTES � DRAG STRUT PER PLAN STRUCTURAL NOTES �� �
<br /> 2X4 RAFTER EA. JUIST P.E.N. PER LOWER WALL L I �
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKING 6X6 POST WITH ABU66 � M
<br /> � DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING - _ ��
<br /> � ii� i� BEAM - ALIGN WITN O �
<br /> i ' i BLOCKING ,� I � ;E': '. �i . . CENTER OF WOOD POST �� � �
<br /> . BLO K FL OR �1I� •�� O �
<br /> I � � • �- � DIAPHRAGM EDGES - -- �� '� �.T..� � �
<br /> � ' ��'' �
<br /> - - -- � �
<br /> _ _ � _..._ _ - .�._.��__��._�_.____--__ � ____---------__---_.- __.___----.___�_.____----- --- � . . - - -- --- - -- -- - - : t;� �� � •_.,
<br /> - ; � .�
<br /> IJ� ',.�----- --Y j BEAM/HDR � SIM. � i'- �I� a zn
<br /> SIMPSON A35 BLKG. � � ���� •�' � � � C� �
<br /> JOIST JOIST PER I TO TOP PLATE BEYOND �� JOIST � i � ul° 'I;i
<br /> PER PLAN PLAN - TYP. SPACING PER �� �{ TRIM RE:ARCH. �
<br /> I PER PLAN P.E.N. PER LOWER WALL ;t �, U � ,�
<br /> SHEARWALL SCHEDULE � ��I I�, BEAM TO POST W/ EPC • �
<br /> PANEL SHEATING NAILING � ; » fi u POST CAP ^
<br /> SOFFfT RE: ARCH. � (2) 0.228 DI� I edgerLak ,fI I �i � M� �
<br /> TO MATCH LOWER WALL � FASTENERS W 2° MIN. �f ��
<br /> SHEARWALL BEYOND , � ' PENETRATION TO RIM AT i�� �i� � h-i �,,,,
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. NOTES: - CANT L. JQIST •-
<br /> CEII ING PLAN (TYP.) BEARING/SHEAR WALL - -
<br /> S E E A L S O D E T A I L 7 S H E E T A 9 W A L L A N D C E I L I N G LOWER WALL: 24" O.C. STAGGERED �il I,� �
<br /> PER ARCH. PER 13 S1.3 "I f' � � w �.
<br /> � PER ARCH. PER PLAN AND SCHEDULE
<br /> 2X LEDGER
<br /> NOTE:
<br /> LedgerLok Fasteners shall
<br /> be periCC ESR-1078
<br /> SCALc: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° SGALE: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3,�4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4° = 1'-0" �
<br /> 16 SHEAR WA�L TO BEA�1 17 TYPICA� DRAG STRUT 18 �OW ROOF � g �OAD TRANSFER DETAI� 20 TYP� SECTf0�1 AT DECK F�MG. �
<br /> ❑ ❑ a
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