|
� 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 /> rn
<br /> ---PLATE NAILING PER PLATE NAILING PER --PLATE NAILING PER ---- PLATE NAILING PER �
<br /> (3) 0.148" X 3" SHEARWALL SCHEDUIE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE �
<br /> � 0.148"X3.25" � 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�_p° , �
<br /> �-�-� - �- �_ _ �
<br /> FLOOR SHEATHING AND NAILING �= EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING � — EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING �---EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING I EDGE NAILING PER SCHED.
<br /> PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES 51.0 � �2�� �2d � ,�
<br /> ( �-RIM/BLOCKING TO TOP ' �—RIM/BLOCKING TO TOP ' �'
<br /> 3 PLATE PER SHEARWALL j PLATE PER SHEARWALL � �--RIM/BLOCKING TO TOP RIM/BLOCKING TO TOP z �
<br /> PLATE PER SHEARWALL � PLATE PER SHEARWALL �
<br /> � �� SCHEDULE j PROVIDE � j, SCHEDULE - PROVIDE I �.�, SCHEDULE - PROVIDE ' {�_ �SCHEDULE - PROVIDE _ v _ � w
<br /> 0.148 X3.25 � 6 O.C. MIN. � �, �, �, ` _.
<br /> � 0.148 X3.25 � 6 O.C. MIN. ,,. . 0:148"X3.25" � 6" O.C. MIN.. . . . . . . . 0.148°X3.25" @ 6" O.C: MIN. � �5=- .�-\� �=,��-��__w-���-r--:�� �--: >_���- ��;;�=-=I. .�
<br /> � ` ;�, 'i�, � I; _� �� �`� ' �� �, � �„� r_� o
<br /> � �'� � � �� � << �
<br /> ' - � ` ��\ � � �\ ( � � � � �
<br /> _,__ .�._�._�. ' '' 1 � �'` � ��t �� � 1� ��, � TOP PLA� � '`� , � .
<br /> � - = =--��=.�..�� ----- � �
<br /> l�.� . L..._...�. _�_.�...._�.r.._��_ Y.............__�....._.. ,., ....,._T...,.... . _.__ ... �_- . . . . . . . . . _ . . . . . . . . . . . . _ _ ._�f, �-.�-_--�-_.- . . . . . . . . . . . . . . . . . . . . . ._.-.�..�_.._.� _ .___--_ . . . . . . . . . . . . . . . ... .. _ . _ ..._.,. �
<br /> __- _ _ . . ... . ..._....,..,_....�..._.., . ��,_.,._� ,...,�..............�..._...._,_.. � ..,...,.... �� . . . ..,�._...��� � � . ...�:m..r..�. � ....... w . l�
<br /> �` . . �______. ______.__ -____. __.._�.. _�____._ .- ._ .j . _ r.~ .^�.� � J .I -_...�.I�_..�.. � �..... � � �
<br /> �
<br /> ; EDGE NAILING PER SCHED. �-EDGE NAILING PER SCHED. ?� EDGE NAILING PER SCHED. I EDGE NA4LING PEft SCHED. � � �
<br /> FRAMING PER PLAN � ( I � �
<br /> � � �
<br /> �� �--BEARING AND/OR I ��—BEARING ANDJOR � BEARING AND/OR ' BEARING AND/OR �� �
<br /> BLOCKING AT 48" O.C. �� SHEARWALL PER PLAN FRAMING PER PLAN � SHEAR'WALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWAILL PER PLAN STUDS ��_ � -� �
<br /> . � � --�_ W � r .
<br /> A�SDREQUIRED TB BLKG. �� 1.�SECURE JOIST TO WALL � ADD RIM JOIST/BLKG. �i NOTES_ ADD RIM JOIST/BLKG. j NOTES: _ � - � `-'
<br /> _
<br /> SHEARWALL SCHEDULE ---��-��t- A R QUIRED BY � 1. SECURE JOIST TO WALL AS REQUIRED BY I 1. SECURE JOIST TO WALL � � c�
<br /> WItH 0.131"X2.5° EA. SIDE, DOUBLE JOIST -i SHEARWALL SCHEDULE � WITH 0.131"X2.5° EA. SIDE, 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 END. NOTE:. � � �
<br /> 2. SECURE RIM JOIST TO 2. SECURE RIM JOIST TO SPLICE & NAIL- TOP PLATES � � �
<br /> PARAL�EL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR AS SHOWN � ALL EXTERIOR s-
<br /> NAIL TOP AND BOTTOM. JOIST WITH 0.131"X2.5 PLUMBING, PARTY & SHEAR +J CQ � �
<br /> NAIL TOP AND BOTTOM. U) � � .
<br /> SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0" AND AT ROaF.
<br /> 1 EXTER OR WA�� TO FRAM NG 2 NTERIOR WA�� TO FRAM NG 3 NTER OR WA�� T FRAM NG 4 EXTER OR WA�� TO FRAM NG � � �� ?� �` E-- �F �� �
<br /> 0 �] 0 TOP P�ATE SP CE : , ,; :
<br /> _ _ a a
<br /> � �
<br /> ` U '
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL ,
<br /> - , �:r,
<br /> PLATE NAILING PER
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP.
<br /> z
<br /> £
<br /> , ;�� � , � �<� .
<br /> s� s t ,� ,,
<br /> SHEARWALL SCHED. TYP. - - , -SHEARWALL SHEATHING & ��
<br /> 1. �
<br /> F= f�= NAILING PER SCHED. G� 3;j NOTE: �
<br /> SHEARWALL SHEATHING & ¢'�: �; �i `:r SEE DETAIL 6 THIS SHEET ''�
<br /> NAILING PER SCHED. ��� �.;i � CONTINUE �WALL SMEATHING �� �, � � � �
<br /> , x� FOR BALANCE �' �
<br /> ;.,, �� TO RIM W� EDGE NAILING ���� � � �
<br /> RIM TO TOP PLATE A35�LTP4 ;j�� �; ELSE PROVIDE RIM fi0 TOP r� ��i JOIST HANGER � LAP JOIST 4" AND TOP PLATE � � �`��� � �
<br /> PER SHEARWALL SCHED.--� �� �t PLATE A35�LTP4 PER ��: � �; JOISTS �� � � � � � � � � � � �
<br /> SHEARWALL SCHED. , „ U S E 3 8 d N A I L S SPLICE SEE 5
<br /> E AT SOLID BLOCKING THIS SH T. � � r - ,� �
<br /> . �� �
<br /> � ¢ TO BEAM PANEL BLOCKING _AT NON BEARING WALLS_ � �o ' ' � a
<br /> �,
<br /> z 1' ri HEADERS - MAY BE � � r�
<br /> \ \ AS REQ. � =-ATTACHED TO KING STUD `����' � �
<br /> � �' \ � r�" ��
<br /> _� �
<br /> ,
<br /> x G � ;I ;; � � WA S
<br /> ,
<br /> . \
<br /> w '` t{ \ PLYWOOD — PLYWOOD HEADERS: W/HUC HANGER OH A34/ �j
<br /> a- ,�. >
<br /> STUDS AT
<br /> <.. ,_�- _� __�:-_ _�... . _ ��_: e ���__.,_e ._m�_�_��m�__- :_. � � Fi F�� � (2) 2X8 � 2X4 WALLS A35 CLIP:
<br /> .r._ _
<br /> .__� .._._..__}�{ g �r_.��r_ _ _ .�e>.� � pr .� --------_�_______. wti_�_�_.__.>__�_ ---r__..__ 16" O.C. TYP.
<br /> �
<br /> kt t �
<br /> �'• '�, � � F; � UNLESS NOTED �2) 2X4 MIN.
<br /> U.N.O. - , (3) 2X8 � 2X6 WALLS
<br /> + '` �,t
<br /> � �� �„ - OTHERWISE PER PLAN �
<br /> JOIST PER PLAN TYP. _______ �; , '�� - o
<br /> ; � BUNDLED _� \ � � � � �-
<br /> �=, ,; JOIST PER PLAN TYP. • j} JOIST PER PLAN TYP. -- � � �
<br /> T- z �
<br /> , _==-
<br /> JOISTS (2) 16d � 12" j� N
<br /> F�' �4 PROVIDE INTERIOR CROSS f__--____�_�___.___ _.__�_��v��_y� ___ �;t •�� TYP. ( 1 / � � q N � �
<br /> . ; ��� w�..
<br /> t;, F,; WALL OR BEAM AT 12 O.C. ��` i� I I —� KING STUD-TYP. - o � �
<br /> �'� " ELSE BLOCKING AT 6' O.C. '�
<br /> DOUBLE JOIST MIN. --- -- - 13� ,;� sf; r� FACE NAIL W/ ¢
<br /> Y{t rS3 JOIST PER PLAN TYP. - ��� ``� JOIST PER JOIST PER (2) 16d � 12" O.C. w ��� �
<br /> 5'i�. �i g.K, r; '
<br /> ��:' '�:� DOUBfE JOIST MIN. r�F� 3, PLAN PLAN
<br /> TYP. � g
<br /> 13. ri �:. r} •
<br /> SHEATHING AND NAILING PER � �' 3i ��� AT BEARING WALLS AT NON-BFARING WALIS � �
<br /> SHEARWALL SCHED. TY�'.� �'-� w' SHEATHING AND NAILING PER i�_. ���� � � JOIST HANGER � 2X BLOCKING � � � � TRIMMER STUDS: 1 TRIMMER STUD
<br /> SHEARWALL SCHED. TYP. � �
<br /> � _ BEAM PER PLAN BEAM PER PLAN (1� � OPENINGS UP TO 5-0" WIDE �
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND (2 � OPENINGS 5'-1" & GREATER �
<br /> RATING INFORMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTHERWISE PER PLA �
<br /> �I,II, o
<br /> SCALE: 3/4" = 1'--0" ARCH. SCALE: 3/4" = 1'-0" ARCH. _ SCALE: 3/4" = 1'-0° SCALE: NONE � -- -- "" - " ---��-� � �
<br /> 6 ' TYPICA� PARTYWA�� 7 BUILT UP BEAM � �
<br /> � � TYP CA� PARTYWA AT STEP 8 9 TYP. CONN. TO WOOD BEAM 10 TYP. HDR. AT STRUCT. WA��
<br /> ❑ 0 �
<br /> _-_—— � —_-_--- — w
<br /> , UPPER WALL• � �
<br /> UNLESS HANGERS HARDWARE ARE SHOWN WALL PLATE NAILING PER BEARING/SHEAR WALL NOTE: SEE ARCH. FOR STAIR DIMENSIONS �
<br /> / AND BLOCKING REQUIREMENTS ---} 41
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148"X3.25" �
<br /> SHALL BE ANCHORED W/(4) 8d TOENAILS � 4" O.C. �� � v �
<br /> F L O O R N A I L I NG P E R L -_HORIZONTAL RUN S T A G G E R E D ����� � � �
<br /> STRUCTURAL NOTES — P.E.N. PER UPPER WALL — �
<br /> MST37 STRAP `` � 2X12 STRINGERS FOR L<84" � � �--
<br /> � w
<br /> 1.75X14 LVL STftINGERS FOR 84°<L<14 ° `�.. °- �
<br /> CONT. RIM JOIST ~•` !�
<br /> 2X BLOCKING TYP. A35 �`�, z � i W
<br /> TOP PLATE TOP PLATE A� TOP PLATES '��.
<br /> I BEAM BEYOND � �- ��
<br /> BEAM
<br /> PER PLAN ---, PER PLAN - -- _ — • _
<br /> J � _ �- �
<br /> -
<br /> ,
<br /> �- � � - � I WALL STUQ 1/ ' MIN. �
<br /> - _ - _ - _ _ - - - - - - _ _ _ -� - - - - - - - - - �
<br /> _ _-_
<br /> i 1� � BLOCK FLOOR �
<br /> -
<br /> �_
<br /> � �-� � � '� DIAPHRAGM EDGES � � STRINGERS (U
<br /> _ T�
<br /> � _�__��,� --��-���.��-.,, ,=___._�- --�-__-___--� i � , � �
<br /> PRO+JIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 _ �
<br /> � � �
<br /> EACH SIDE OF � �� �-i
<br /> EACH SIDE OF (2) 8d TOENAILS / (2) 8d TO€NAILS 2x ��� �' � . r..�
<br /> BEAM BEAM BEAM PER PLAN EACH SIDE EACH SIDE - s PER PLAN 2X RIM JOlST � I II I�I � o
<br /> POST PER PLAN (2) STUDS U.N.O. r--- - --- �,
<br /> 2x BLOCKING P.E.N. PER LOWER WALL � r �n ,, �
<br /> ON PLANS � BEAM/HDR � SIM. ��- " `+� �
<br /> EXTERIOR INTERIOR WALL AND CEILING —-_ l� � _ _ .--I--L- _ � W = WIDTH �/4" VERIFY � �
<br /> WALL WALL PER ARCN. L_OWER WALL: A
<br /> � BEARING/SHEAR WALL (3) STRINGERS FOR W<42 �
<br /> PER PLAN AND SCHEDULE (4) STRINGERS FOR 42"<W<48" �
<br /> TYP. TOP P�ATE TYP. TOP PLATE SCALE: 3/4" = 1'-0° TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL �
<br /> SCALE: 3/4" = 1'-0° � o
<br /> 11 SP� CE AT F�USH BEAM � 2 SP� CE AT DROPPED BEAM 13 { BEAM TOENA � NG 14 CANT �E��ER F�OOR JO ST 15 TYP. STA R FRAM NG AT WA�� • � �
<br /> 0 �� ❑ �
<br /> UPPER WALL UPPER WALL; �� �
<br /> WALL PLATE NAILING PER BEARING/SHEAR WALL WALL PLATE NAILWG PER BEARING/SHEAR WALL � Q
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE t , �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL ^
<br /> - � FOR ALL FLASHING DETAILS [� �'
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL , -CONTINUOUS STRAP FLOOR NAILING PER P.E.�I. PER UPPER WALL ���-�� POST - WRAP PER ARCH. r—� � �
<br /> STRUCTURAL NOTES ( DRAG STRUT PER PLAN STRUCTURAL NOTES �� �
<br /> � �— 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL '�==- � � �
<br /> � N � - 6X6 POST WITH ABU66 O
<br /> \ �► .�- � N ' �
<br /> .
<br /> ( �— �-----1 3 4 PSL BLOCKING -- DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING _ �� �-
<br /> i , _ BLOCKING '��° '�� CENTER OF_WOOD POST � �
<br /> , � r� �ti � BEAM - ALIGN WITH
<br /> ������ � . . . . � . . ���.• ;y . . . . . �� �� �
<br /> � t i BLOI�C �LaO� i I 1�; ' ,� �
<br /> ( `�� �� ' �-=�- �,I DIAPHRAGM EDGES -- � _ � 'Y� �.T� � �"'
<br /> \ • ���, bI3
<br /> — _ I° \ �,.� �
<br /> .
<br /> -�_ ��� µ�^_-_�-����.__.._—�:��� ---�- -��-.�__._. _:_.W.� �_�-�-�_..� _�����__.�..�,.___--_._..___�.��.�___.__�__. � __—_._�___._ ___------,.._,._...._._.—___._.__..��_�yw_�.____._._.�---�—__ � ,,�, ,� � � i •�
<br /> t - --- -- .
<br /> ------- �(
<br /> - --- --
<br /> - - f 3 : . �-a� � N - '- -- -- �; I ✓J
<br /> .SIMPSON A35 BL.KG. � ;.1 BEAM�HDR � SIM. —�` � � ��� . , ,t;� � � � �
<br /> � � � �--__.._....__.__._ i _ %�� �
<br /> JOIST �\ JQIST �� /\ ` E � ��� �:t TRIM RE:ARCH.
<br /> PER PLAN I JOIST PER TO TOP PLATE BEYOND I _ , � �
<br /> PLAN - TYP. � SPACING PER � PER PLAN P.E.N. PER LOWER WALL � �
<br /> iil I�i BEAM TO POST W EPG � �
<br /> PANEL SHEATING/NAILING 2 0.228" DIA. �edgerLok '� I i� POST CAP �{ �
<br /> � � SHEARWALL SCHEDULE I ! � � �
<br /> j SOFFIT RE: ARCH. TO MATCH LOWER WALL --=�--� � � �
<br /> � ., u� �,i +-�
<br /> SHEARWALL BEYOND I 3 FASTENERS W/ 2' MW. i +j
<br /> NOTES: > ' PENETRATION TO RIM AT �E� � �!i� � � �
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. CANT L JOIST �
<br /> CEILING PLAN (TYP.) SEE ALSO DETAIL 7 SHEET A9 WALL AND CEILING LOWER WA�L: 24" O.C. STAGGERED n,� I;� �
<br /> BEARING/SHEAR WALL ��_s �, �T� �
<br /> PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEOULE �"+'i
<br /> `2X LEDGER -
<br /> NOTE:
<br /> LedgerLok F�steners shall
<br /> be perlCC ESR-1078
<br /> SCALE, 3, 4° - 1'-0° SCALE; 3/4" = 1'-0° SCALF: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3�4" = 1'-0" JOIST PERPENDICULAR SCALE: 3/4" - 1'-0"
<br /> �6� SHEAR WA�� TO BEAM 17 TYP CA� DRAG STRUT 1 g �OW ROOF � g �OAD TRANSFER DETA � 20 I TYP. SECT ON AT DECK FRMG. �
<br /> _ � 0 � �
<br />
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