|
BEARING AND/OR BEARWG AND/OR BEARING AND/OR BEARING AND/OR
<br /> SHEARWALL PER PLAN SHEARWALL PER PLAN SHEARWALL PER PLAN SHE,�RWALL PER PLAN
<br /> �
<br /> PLATE NAILING PER PLATE NAI�ING PER PLATE NAILING PER PL�1TE NAILING PER �
<br /> (3) 0.148" X 3" SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCNEDULE SHEARWALL SCNEDULE �
<br /> 0.14&"X3.25" � 6" O.C. M(N. 0.148"X3.25" Q 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MW.
<br /> T 4'-0" �
<br /> �
<br /> FLOOR SHEATHING AND NAILING � EDGE NAILING PER SCHED. FLOOR SHEATNING AND NAILING � EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING I, EDGE NAILfNG PER SCHED. FLOOR SHEATHING AND NAILING ; EDGE NAILING PER SCHED.
<br /> PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES S1.p [ PER STRUCTURAL NOTES S1.Q �� PER STRUCTURAL NOTES S1.0 ; (20} 12d � �
<br /> � RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP z �
<br /> PLATE PER SHEARWALL � PLATE PER SHEARWALL � PLATE PER SHEARWALL � PLATE PER SNEARWALL -�- � ^
<br /> � �� SCHEDULE - PRQVIDE j SCHEDU�E - PROVIDE �E SCHEDULE - PROVIDE j _ SCHEDULE - PROVIDE � �
<br /> � . . . „ . .,,. . „ . . . . . . . . . . . . . . . . . . . » � n � �,- �. . . . . . . . . . . . �,,_�. ._.�-�:�t__-____�'_ ..-:-...,�.-m>•�,�._.,;...�..._,..-`i:r--°-.::'� ��.,� �s.�.�;�-�-_' �_-.;��_.-
<br /> _ 0.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" @ 6° Q.C. MIN _ 0.148 X3.25 @ 6 O.C. MIN. 0.148 X3.25 C� 6 O.C: MIN. _ _ _ _ _ � .�
<br /> �� �� ;�, ; � � � �
<br /> ;+, I'� �� ,
<br /> , ,�
<br /> �, ,� ,�, I } E j ! �� � �
<br /> ; ! 11 �1 � ; �I i o
<br /> __�__ _._�.___.__.____.��_
<br /> -„�_.�_--- _ -__ __---. ., r--_�.�_��--�:-�v -._._�_�_.� ,__._ .�.�_.__,._._� _ . . . . . . . . . . . . . . ' � �._.. ! ..._ . �, __ ._.. .._._ _.._._� � LCJ
<br /> , 1 ' TOP PLA ; � �
<br /> - --
<br /> r .�__..... _.��w... .�__._a.�.�...�.�_ _._,�. _,_,_�... _e _ ��.; ..w��_ _. '. �. v� co
<br /> ...�,��._�_�......._______. .
<br /> __.��._ ____._ --���___--___-__-.--� ---- --- _ _ _ ____ , .�
<br /> � � � I ��_ � � �
<br /> EDGE NAILING PER SCHED. , EDGE NAILING PER SCHED. �� EDGE NAILING PER SCHED. � EDGE NAILWG PER SCHED. � o
<br /> FRAMING PER PLAN � y �� � � � �
<br /> BEARING AND/OR BEARING AND/OR ° ,�''�--BEARING AND/OR � BEARING AND/OR � e�
<br /> BLOCKING AT 48" O.C. SHEARWALL PER PI.AN FRAMING �ER PLAN � SNEARWALL PEft PLAN FRAMING PER PLA(�J � SHEARWALL PER PLAN FRAMING PER PLAN j SHEARWALL PER PLAN STUDS � ,�
<br /> } � U � �
<br /> ADD RIM JOIST/BLKG. NOTES: ( ADD RIM JOISTfBLKG. NQTES: ADD RIM JOISTfBLKG. � NOTES: _ o "
<br /> A S R E Q U I R E D 8 Y 1. S E C U R E J O I S T T O W A L L � A S R E Q U I R E D B Y � 1. S E C U R E J O I S T T O W A L L A S R E Q U I R E D B Y j 1. S E C U R E J O I S T T O W A L L � �, �
<br /> S H E A R W A L L S C H E D U L E � W I T H 0.1 3 1"X 2.5" E A. S I D E, D Q U B L E J O I S T � SHEARWALL SCHEDULE WITH 0.131"X2.5" EA. SIOE, SHEARWALL SCHEDULE WfTH 0.131"X2.5" EA. SIDE, � � �
<br /> 1 1/2° MIN. FROM END. 1 1/2° MIN. FROM END. 1 1/2" MW. FROM END. NOTE: � � �
<br /> 2. SECURE RIM �101ST TO 2. SECURE RIM JOIST TO SPLICE & NAIL TOP PLATES � � �
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR AS SHOWN C� ALL EXTERIOR, � o co
<br /> NAIL TOP AND BOTTOM. NAILT OP AND 3B TT M. � � �
<br /> PLUMBING, PARTY & SHEAR � �, �
<br /> - SCALE: 3/A" = 1'-6" SGALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" SCALE: 3/4" = 1'-0" AND AT ROpF.
<br /> �1 EXTER OR WA�� TO FRAN11�1� 2 INTER�OR WA�� TO ERAMING 3 I�ITERIOR WA�� TO FRAC�ING 4 EXTERIQR WA�� TO FRANiI�1G 5 TQP P�ATE SP�ICE 5�� �-�--- ; � � } �;
<br /> 0 � Q � �, :: . : � , : .:�
<br /> � � U ,
<br /> JOISTS PERPENDICULAR JOISTS PARALL�L JOISTS PERPENDICULAR JOISTS PARALLEL - �
<br /> PLATE NAILING PER _ � " ' $
<br /> �
<br /> ��� .>,..
<br /> PLATE NAILING PER SHEARtNALL SCHED. TYP. � � �
<br /> �� .. ; �.a �.�,� N :
<br /> SHEARWALL SCHED. TYP. SHEARWALL SHEATHING &
<br /> � " �NOTE: � �
<br /> ;; �, NAILING PER SCHED. �:j � � �
<br /> E , ,,
<br /> SHEARWALL SNEATHING & ,, : ;, :,, SEE DETAIL 6 THIS SHEET E
<br /> NAILING PER SCNED. = FOR BALANCE �1 �
<br /> :� ; � � CONTINUE WALL SHEATMING ��: ��, 5 �� � �
<br /> ��� i� �t. ;;
<br /> F_g. _, TO RIM W/ EDGE NAILING ;.k ,� � TOP PLATE ��� �
<br /> RIM TO TOP PLATE A35/LTP4 '� 3"; ELSE PROVIDE RIM TO TOP �` ;; LAR JOIST 4' AND ,� ti � �
<br /> << �,
<br /> JOIST HANGER USE (3) Sd NAILS SPLICE SEE 5 � � �
<br /> PER SHEARWALL SCHED. r;. ;a PLATE A35/LTP4 PER i �� JOISTS TNIS SHT. � �� �
<br /> �- �` SHEARWALL SCHED. �_ `�y AT SOLID BLOCKING
<br /> I .i iJ: 'i
<br /> � ¢ ; TO BEAM AT NON BEARING WALLS � �, �� � �
<br /> � � � � s� HEADERS MAY BE ��, �� �
<br /> PANEL BLOCKING
<br /> j "' �\ � 4�: � q.i �\ � AS REQ. AT BEARING WALLS ATTACNED TO KING STUD �?�6 �� �
<br /> . E�� .� \ � n �� s> \ PLYWOOD PLYWOOD � : W HUC HANGER OR A3 ��
<br /> � "� '' ` � 1 6" 0 C T Y P H2 A�2X8S@ 2X4 WALLS A 5 CLIP: /
<br /> ___�_�.___:,�__:----_.��,».._ _.:._ _�.:�._�.�_..._ F� �._ - _-_____.___.____� - - -
<br /> �: .;.�-.__ _ _ �---� � fx s� _______ _ �__�._____,_______. AT 4
<br /> :�.� _ .._ �_._ . �,__. .-� . � .,� � .r ,3:� __ ��. _2� ��t _ . .:,.�, .-_,�-. �3� 2X8 C� 2X6 WALLS (2) 2X4 MIN.
<br /> : �,
<br /> U.N.O.
<br /> i,: �} r, � � UNLESS NOTED �
<br /> � °a� O T H E R W I S E P E R P L A N r o
<br /> � = �; �
<br /> ��, �,
<br /> �" �3�j � �: BUNDLED
<br /> JQIST PER PLAN TYP. �� r�� JOIST PER PLAN TYP. � �,',� JOIST PER PLAN TYP. JOISTS (2) 16d C� 12" j� � � � o
<br /> d N � �
<br /> ,3 :�� TYP. I Q
<br /> �3� ,, , _�.._� �>w ��.__.:_r., ....__.� � �, �n
<br /> '_ �= P R O V I D E I N T E R I O R C R O S S � ^^ �' �� KING STUD-TYP. o � �
<br /> �. =i;
<br /> . k�j j.i
<br /> ,;; ;; WALL OR BEAM AT 12' O.C. ��; �i FACE NAIL W/
<br /> . #.�_ FY' � t i_ j`i .
<br /> ��; -, ELSE BLOCKING AT 6 O.C. Siy �ri JOIST PER JOIST PER 2 16d � 12" O.C. � �
<br /> DOUBLE JOIST MIN. �,, � JOIST PER PLAN TYP. ��.+ i; � � � M
<br /> t;_i i� Y i� . W .
<br /> , ; �, DOUBLE JOIST MIN. ;; r; PLAN PLAN TYP. � �
<br /> SHEATHING AND NAILING PER `�� �" `"; `�' AT BEARING WALLS AT NON-BEARING WALLS
<br /> �'� � SHEATHING AND NAILING PER �:` :�� JOIST NANGER 2X BLOCKING TRIMMER STUDS: (1) TRIMMER STUD
<br /> SHEARWALL SCHED. TYP. SHEARWALL SCHED. TYP. 1) C� OPENWGS UP TO 5'-0" WIDE CO
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND BEAM PER PLAN BEAM PER PLAN �2) @ OPENINGS 5�-1" & GREATER Q
<br /> RATING INFORMATION PER RATING INFQRMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTNERWISE PER PLA .�
<br /> > � �� ARCH. � _ � „ ARCH. _ z c�
<br /> SCALE: 3/4' - 1 -Q - SCALE: 3/4' - 1 -0 SCALE: 3/4 = 1 -0 SCALE: NONE o �
<br /> ,,.., o
<br /> 06 TYP CA� PARTYWA�� 0 TYPICA� PARTYWAI�� AT STEP 0 BUI�T UP BE�N1 � TYP. GOf�N. TQ WOOD BEA�1 10 TYP� HDR. AT STRUCT. WA�� � �
<br /> . _ w
<br /> UPPER WALL: c �
<br /> NOTE: SEE ARCN. FOR STAIR DIMENSIONS ,-
<br /> UNLESS HANGERS/HARDWARE ARE SHOWN WALC PLATE NAILING PER BEAftINGfSNEAR WALL ANQ BLOCKING REQUIREMENTS I --�-_�;� � Q
<br /> O N P L A N S, B E A I�S B E A R I N G a N S T U D W A L L S SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148"X3.25"
<br /> � 4" 0.C. v
<br /> ' SHALL BE RNCHORED W/(4) 8d TOENAfLS STAGGERED � "'
<br /> FLOOR NAILING PER - �-
<br /> L = HORIZONTAL RUN �_—.___—_._-
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WAL� i�l� � �
<br /> 2X12 STRINGERS FOR L<84" 3 �
<br /> MST37 STRAP I 1.75X14 LVL STRINGERS FOR 84"<�<14 " ~,` s,, �� � �
<br /> 2X BLOCKING TYP. CONT. RIM JOIST — A35 ,��`=,,, � O � rz
<br /> c7
<br /> - TOP PLATE TOP P�ATE A TOP PLATES �,
<br /> BEAM g�AM BEYOND
<br /> PER PLAN PER PLAN
<br /> i_f �' .� � � .- —
<br /> i �
<br /> WALL STUD
<br /> - - - - - - - - I � 1f�'�,MIN.
<br /> - - - _ _ - - - - -
<br /> - - - _ ^ ; _ _ _ _ _ _
<br /> � - -
<br /> � BLOCK FLOOR 1 �LANDING �
<br /> -- j� DIAPHRAGM EDGES STRINGERS �
<br /> � ,�..
<br /> _ .._ � .��-�_�:�___.___��.�____._�.-T ,.-_ _._.._-=-�—__---�_�_ _-__: �( �
<br /> PROVIDE (4) lTP4 BEAM PER PLAN PROVIDE (4) LTP4 � I � �
<br /> EACH Slp� OF EACH SIDE QF � /\ ~ �
<br /> BEAM PER PLAN (2� 8d TOENAILS {2� 8d TOENAILS 2x � 2X RIM JOIST �� Illl (1II ' �
<br /> BEAM BEAM EACH SIDE EACH SIDE PER PLAN �
<br /> � � f 1111 IIII � �+
<br /> DS U.N.O ( ���.__..�_�.��._.- �L.�_.�.______ �
<br /> POST PER PLAN (2) STU . 2x BLOCKING � P.E.N. PER LOWER WALL �( T �— -� -�- � �"",
<br /> ON PLANS ' BEAM/HDR � SIM. '� — � Q�
<br /> EXTERIOR INTERIOR WALL AND CEILING � W = WIDTH �/4" VERIFY � �
<br /> WALL LOWER WALL:
<br /> WALL PER ARCN. BEARINGjSHEAR WALL A (4)3STRINGERSRFOR 42W W<48" N
<br /> PER PLAN AND SGHEDULE
<br /> TYP. TO P P A TE TYP. T�l P P A TE SCALE: 3/4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL � �
<br /> SCA�E: 3/4" = 1'-0" � O
<br /> 11 SP�ICE AT F�USH BEA� 12 SP� CE AT DROPPED BEAN1 13 BEAI� TOE�JA �C�1G 14 CAf�TI�Ei/ER F�OOR JOIST 15 TYP. STA R FRA�1 I�G AT WA��. • � �
<br /> UPPER WALL:
<br /> UPPER WALL; �.� �
<br /> WALL PLATE NAILING PER BEARfNG/SHEAR WALL WALL PLATE NAI�ING PER BEARING/SNEAR WALI. � o
<br /> SCHED. FOR UPPER WALL PER RLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE t ' �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHlTECTURAL �1
<br /> - FOR ALI. FLASHING DETAILS �T , �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL CONTINUOUS STRAP F�OOR NAILING PER P.�.N. PER UPPER WALL ;r� �-� POST - WRAP PER ARCN. r���1 �
<br /> STRUCTURAL NQTES I DRAG STRUT PER PLAN STRUCTURAL NOTES ik� _�: �
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL '-=---' � �
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKWG DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAI�ING , I i�- 6X6 POST WITH RBU66 � �
<br /> €I 3!
<br /> i BLOCKING ' � CENTER QF WOOD POST
<br /> � i�) ;E BEAM - ALIGN WITH � �
<br /> � ,; .
<br /> , . BLO K FL OR � . . . . � . . �� � . . . . . . . . . . . . . . . . � � O
<br /> I -- �� \ - DIAPHRAGM EDGES - -- � �;'�; � � �
<br /> _ .._.__�_. _
<br /> . ____ _M.___.__._._ _.._.____._.� __�._� ..._._�_,�__.___� ..__ _ . \ ____�.___._._.._�___________.._. _ ___.._-----____---________�.w_._.__ � �� �'�
<br /> .
<br /> � ___�..��__,___..�_ ______._ __.�_��u,�.____��_ _ ._._._.����.___��� _._ __ �
<br /> , .
<br /> ,
<br /> � � -___---�__._..__� -- -- -- - r-,
<br /> _ --- i _ � __._.._� _
<br /> - � � •
<br /> � CC�
<br /> : ,
<br /> I -SIMPSON A35 BLKG. � ! � � �� � BEAM/HDR @ SIM. �� � �=. ,, � � w �
<br /> JOIST JOIST PER TO TOP PLATE BEYOND I
<br /> /\ JOIST � /\ � � �i�. .�31 TRIM RE:ARCH. U �
<br /> PER PLAN PLAN - TYP. SPACING PER ;
<br /> PER PLAN P.E.N. PER LOWER WALL ►�
<br /> SHEARWALL SCHEDULE j PANEL SHEATING/NAILING ' iiI Iii BEAM TO POST W/ EPC • 'r°"� �
<br /> # SOFFIT RE: ARCH. TO MATCH LOWER WALL � FASTENERS W/ 2" MIN. �' �� �
<br /> I i 2 0.228" DIA. Led erLok ''i� �!; POST CAP � ^
<br /> SHEARWALL BEYOND � I
<br /> HOLDOWN STRAP PER SHEAR WALI. SCHED. NOTES; � CANT'L. JOIST ;` PENETRATION TQ RIM AT iiI � I;� � � �
<br /> CEILING PLAN TYP. SEE ALSO DETAIL 7 SHEET A9 LOWER WA�L: ' 24' Q.C. STAGGERED �:I IiE � N
<br /> � WALL AND CEILING �� t�
<br /> � � PER ARCH. BEARING/SHEAR WALL � �T� w
<br /> PER ARCH. PER 13/S1,3 PER PLAN AND SCHEDULE F-+-i
<br /> � 2X LEDGER -
<br /> N�TE:
<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 PERPENDiCU�AR SCALE: 3�4" = 1'-0" JOIST PERPENDICULAR
<br /> - SCALE; 3/4" = 1'-0"
<br /> 1 � SHEAR WA�� TO BEANI 17 TYPICA� DRAG STRU� 18 �OW ROOF � g �.OAD TRA�ISFER DETAIL 20 TYP. SECTIOf� AT DECK FRC��. �
<br />
|