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BEARING AND/QR 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 /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER �
<br /> (3) 0.148" X 3° SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWALL SCHEDULE SHEARWAL� SCHEDl1LE �
<br /> 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. 0.148"X3.25" � 6" O.C. MIN. 4'-0"
<br /> i° � �
<br /> �
<br /> FLOOR SHEATHING AND NAILING 1� EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAI�ING � EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING �� EDGE NAILING PER SCHED. FLOQR SHEATHING ANQ NAILING � EDGE NAILING PER SCHED, (20) 12d �
<br /> PER STRUCTURAL NOTES S1.0 �� PER STRUCTURAL NOTES S1.0 ! PER STRUCTURAL NOTES S1.0 � PER STRUCTURAL NOTES S1.0
<br /> �� RIM/BLOCKING TQ TOP 3 RIM/BLOCKING TO TOP #� RIM/BLOCKING TO TOP � RIM/BLOCKING TO TOP z �
<br /> PLATE PER SHEARWALL � PLATE PER SHEARWALL {: PLATE PER SHEARWALL I PLATE PER SHEARWALL � �
<br /> a� SCHEDULE - PROVIDE F SCHEDULE - PROVIDE i� SCHEDULE - PROVIDE I SCHEDULE - PROVIDE � �
<br /> _ „ „. . „ „ „ „. „ „. . ,> � >, -� -- -�_- _____-_ __,.�,.`- �-==__,_,..>_-. �._��T_--- `� - --
<br /> „ 0.148 X3.25 � 6 O,C. MIN. 0.148 X3.25 Q 6 O.C. MIN. A 0.148 X3.25 @ 6° O.C, MIN. � OJ48 X3.25 @ 6 O.C. MIN. � �
<br /> �__ ��
<br /> „ �, �, � : _ , .., � � �
<br /> I`� 11 �; , i ? � � ' , � � .-�
<br /> 11 II �t
<br /> �i �I �`� � , I � TOP PLA I i I , � o
<br /> < < : � , � � �
<br /> � , � � ; , � v �
<br /> _.....__. .____.____.--__ � _ ____...__..____.. . . . . . . . . . . . . . . . . . . . . . . __�_____.�.___�____..___.._.�________.���LL. �_....r ' _...�._ _.��__,._k_ ._� �..._..�__,_._� _�.._..__..� ._.�.___ ���.. . . . . . . . . .
<br /> ___.____._ __--------- ---- � ___�_:�. _:.-�_n_-__-- �__=.��-�w ..!` �.� .� _��_� .. . . . . . . . . . . . . . . . ---------_�__.___ - -----_____�� � �- � �
<br /> ____.____�___�_._____ __.___...__�__� ______., __�.�-_ ��_.__.___.
<br /> � � � �
<br /> � � � �
<br /> #� � �� EDGE NAILING PER SCHEQ. � EDGE NAILING PER SCHED. � � o
<br /> EDGE NAILING PER SCHED. ; EDGE NAILING PER SCHED.
<br /> FRAMWG PER PLAN ib � :
<br /> '� BEARING AND/OR � BEARING AND/OR j� BEARING AND/OR ; BEARING AND/OR � � �
<br /> BLOCKING AT 48 O.C. �� SHEARWALL PER PLAN FRAMING PER PLAN r SHEARWALL PER PLAN FRAMING PER PLAN �� SHEARWALL PER PLAN FRAMING PER PLAN ( SHEARWALL PER PLAN STUDS � � ^
<br /> W
<br /> ADD RIM JOIST/BLKG. �p NOTES: ; ADD RIM JOIST/BLKG. j� NOTES: ADD RIM JOISTfB�KG. i NOTES: _ o ?
<br /> 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 F A S R E Q U I R E D B Y �� 1. S E C U R E J Q 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 � v, �
<br /> SHEARWALL SCHEDULE � WITH 0.131"X2.5" EA. SIDE, DOUBLE JOIST 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 & NA�L TOP PLATES � � �
<br /> PARALLEL BLKG. WITH 0.131"X2.5 PARALLEL PERPENDICULAR PERPENDICULAR " AS SHOWN � ALL EXTERIOR, �- o cQ
<br /> JOIST WITH 0.131 X2.5 -+� � o
<br /> NAIL TOP AND BOTTOM. NAIL TOP AND BOTTOM. PLUMBING, PARTY & SHEAR � �, �
<br /> SCALE: 3/4" = 1'-0° SCALE: 3�� = 1'-0" SCALE: 3/4" = 1'-0° SCALE: 3/4° = 1'-0" SCALE: 3�4" = 1'-0" AND AT ROOF. ` '
<br /> ;� ` �
<br /> 0 EXTER 0� WAL.� TO FRAN11�1G �2 NTE�fOR WA�� TO FRAMI�IG _[�3__ 1�1TER OR WA�L TO FRA�1 �JG [�4 EXTERIOR WA�� TO FRAMI�G �5 TOP P�ATE SP�ICE 4 , E— . n` .
<br /> .
<br /> � . U : �� h ,
<br /> JOISTS PERPENDICULAR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL f
<br /> PLATE NAILING PER '�T ' �$ � V '
<br /> � � 'tz � ;�
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP.
<br /> SHEARWALL SCHED. TYP. , SHEARWALL SHEATHING & ;� a �
<br /> `' ' NOTE: �
<br /> ;,' � NAILING PER SCHED. j ;; �
<br /> SHEARWALL SHEATHING & ;;. �� CQNTINUE WALL SHEATHING �;` E SEE DETAIL 6 THIS SHEET
<br /> NAILING PER SCHED. ;;' / ,` �; FOR BALANCE �� TOP PLATE S ������ o
<br /> � ';� � TO RIM W EDGE NAILING �� �
<br /> JOIST HANGER LAP JOIST 4 AND ,� ti � W
<br /> 'f, � :
<br /> RfM TO TOP PLATE A35jLTP4 t , ELSE PROVIDE RIM TO TOR �L Fa USE (3) 8d NAILS THISCSHTSEE 5 � � . -
<br /> PER SHEARWALL SCHED. AT SOLID BLOCKING � . a �
<br /> ;;. �,; PLATE A35/LTP4 PER ;,: ;; JOISTS � a
<br /> � TO BEAM AT NON BEARING WALLS � �, � � �
<br /> �� p, SHEARWALL SCHED. z �, r� PANEL BLOCKfNG � � � �
<br /> ��r:�� Q � x ��� � � HEADERS - MAY BE � �, �
<br /> '.F � � #' '� � , AS REQ. AT BEARING WALLS ATTACHED TO KfNG STUD �� �� � '
<br /> t..
<br /> . ;� 4� � `$ '� \� PLYWOOD PLYWOOD � : W NUC HANGER OR A3 `�6��
<br /> � ST DS AT HEADERS / 4/
<br /> � -�-- •�-�- -- °� _� - _- 16" O.C. TYP. 2 2X8 C� 2X4 WALLS A35 CLIP:
<br /> �:�_.�_�.'-- `�-----_.,__�,,:...,.__..�..:w___ ��.___,:..._iii . '.�- �._._e:.^=w:,;._-_�.�___..�: .-.._..:�.�_.___ .'`___ �_.___ � .. . .� .. . . . . .
<br /> ir .f___n________ ___ .- --� _�re____ ___ ,___. _���. �3� 2X8 t� 2X6 WALLS (2) 2X4 MIN.
<br /> ,;� � }g � � � '� U.N.O,
<br /> ; �, ; UNLESS NOTED �
<br /> s'
<br /> OTHERWISE PER PLAN �,
<br /> JOIST PER PLAN TYP. � � � J015T PER PLAN TYP, � '� JOIST PER PLAN TYP. �������� (2) 16d Q 12" � H � � o
<br /> ;; �•
<br /> ��� � PROVIDE INTERIOR CROSS -� �� � p � N
<br /> ��� � __._.____ . _ � _ ___.�, �' TYP. � �, � 0d
<br /> r ' �' WALL OR BEAM AT 12' O.C. '�� �� o "' �
<br /> � K1NG STUD-TYP. � �
<br /> � E�S E B L O C K I N G A T 6' O.C. k FACE NAIL W/ �+-
<br /> DOUBLE JOIST MIN, i'' ' � >�� JOIST PER JOIST PER (2) 16d � 12" O.C. �
<br /> �: ; JOIST PER PLAN TYP. �t* � i PLAN PLAN TYP. a 0
<br /> � ; DOUBLE JOIST MIN. , i AT BEARING WALLS AT NON-BEARING WALLS � �
<br /> S H E A T H I N G A ND N A I L I N G P E R _a_�;, '�_ SHEATHING AND NAILfNG PER r`<� ��'_ JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1) TRIMMER STUD
<br /> SHEARWALL SCHED. TYP. SHEARWALL SCHED. TYP. 1@ OPENfNGS UP TO 5'-0" WIDE �
<br /> NOTE: F1RE AND SOUND NOTE: FIRE AND SOUND BEAM PER PLAN BEAM PER PLAN �2� C� OPENINGS 5'-1" & GREATER o
<br /> RATING INFORMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UNLESS NOTED OTNERWISE PER PLA I I \
<br /> �
<br /> 0
<br /> SCALE: 3/4" = 1'-0° ARCH. SCALE; 3/4" = 1'-0" ARCH. SCALE: 3/4" = 1'-0" SCALE: NONE o �
<br /> BU �.T UP BEA�I � �
<br /> 0 TYP CA� PARTYWA � 70 TYP CA PARTYWAI� AT STEP ❑8 09 TYP� C0�1�1� TO WOOD BEAM 10 TYP. HDR. AT STRUCT. WALL �
<br /> W
<br /> UPPER WALL: Q �
<br /> UNLESS HANGERS HARDWARE ARE SHOWN � NOTE: SEE ARCH. FOR STAIR DIMENSIONS ,_
<br /> � WALL PLATE NAILING PER BEARING SHEAR WALL AND BLQCKING REQUIREMENTS � ~
<br /> „ �----`�-�
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE 0.148 X3.25" �j � Q
<br /> SHALL BE ANGHORED W/(4) 8d TOENAILS C� 4 O.C. _� � �
<br /> F�OOR NAILING PER STAGGERED i; "'
<br /> L - HORIZONTAL RUN '------- -- '- •
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL ``�-"���������-�'��' � w
<br /> 2X12 STR(NGERS FOR L<84° ;1 � �
<br /> MST37 STRAP 1.75X14 LVL STRINGERS FOR 84"<L<14 " �# � �
<br /> 2X BLOCKI CONT. RIM JOIST - - � A35 ``'�-�. O i 2
<br /> NG TYP.
<br /> TOP PLATE TOP PLATE � A TOP PLATES z W
<br /> BEAM BEAM
<br /> BEYOND �'
<br /> PER PLAN PER PLAN �;
<br /> _ _ � � — _� ��
<br /> - - - - - - - - WALL STUD
<br /> _ _ _ - - - - -
<br /> _ - - - - - - -
<br /> - - - - - - - - 1/�'�,MIN.
<br /> �
<br /> ___ BLOCK FLOOR ��LANDING �
<br /> - � QfAPHRAGM EDGES STRINGERS �
<br /> _ -�_._..�
<br /> 1
<br /> ���-�, _.__�___ ��__-__����__.�; �__ ... � �
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 j � � � �4 �
<br /> EACH SIDE QF EACH SIDE OF �� O
<br /> BEAM BEAM BEAM PER PLAN (2} 8d TOENAILS (2) 8d TOENAILS 2X � ��� 2X RIM JOIST � � ;� IIII II�I ? � �
<br /> EACH SIDE EACH SfDE PER PLAN I, �� IIII III� � � �--a
<br /> � �� ____._.__._..�_.�___ ..���_.___�_.__.... ' �✓
<br /> (2) STUDS U.N.O. 2x BLOCKING � � � P.E.N. PER LOWER WALL j'������������_���-----�--�-�--�-� �'�
<br /> POST PER PLAN ON PLANS ; � � '�! I� ^ �
<br /> BEAM/HDR C� SIM. " �-'- �V Q,)
<br /> INTERIOR � � W = WIDTH �/4" VERIFY � �
<br /> EXTERIOR WALL AND CEILING
<br /> WALL WALL PER ARCH. LOWER WALL: A (3) STRWGERS FOR W<42'
<br /> BEARING/SHEAR WALL
<br /> PER PLAN AND SCNEDULE (4) STRINGERS FOR 42°<W<48" � N
<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 ELEVAIION AT WALL SECTION A-A AT WALL �
<br /> � � .
<br /> 11 SP CE AT F�USH BEAf� 12 SP CE AT DROPPED BEANI 13 BEAM TOE�IAI�ING 14 CA�1T �EVER F��OOR J0 ST 15 TYP. STAIR �RA�11�1G AT WA�� • � �
<br /> UPPER WALL:
<br /> UPPER WALL: �
<br /> WALL PLATE NAILING PER BEARINGjSHEAR WALL WALL PLATE NAI�ING PER BEARING/SHEAR WALL � Q
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SGHED. FOR UPPER WALL PER PLAN AND SCHEDU�E c ' �
<br /> NOTE: NO WALL ABOVE AT SIM. SEE ARCHITECTURAL �1
<br /> FOR ALL FL.ASHING DETAILS � �
<br /> FLOOR NAILING PER P.E.N. PER UPPER WALL � �:�� �
<br /> FLOOR NAILING PER - P.E.N. PER UPPER WALL CONTINUOUS STRAP iE ,, POST - WRAP PER ARCH,
<br /> STRUCTURAL NOTES ( DRAG STRUT PER PLAN STRUCTURAL NQTES i�, y�J � �
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKING DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING ;; I ,— 6X6 POST WITH ABU66 O
<br /> � ;�) �+ BEAM - ALIGN WITH �
<br /> BLOCKING '- �!�. . ;} . . C�NTER OF WOOD POST � ,
<br /> , BLO K FL R � . �t � �� � O
<br /> ( � • DIAPHRAGM EDGES �°�' - - � ;;°�x �..�..,� � +-'
<br /> \ . _ _ �t3�
<br /> __ .______ ,_ _ � _ �_.� .__ _� _____ � � .--___ ..____.�. .___. _,_____..___ �__ _._�------.: _-----------.__�_�_�..._._�_ - --________ _.- -----.___._---___ _ _.._--- � _ _
<br /> -..-..-_:.�,_.��. _�_.. �._ .'__...W....,-__...-' . ___......_..�.._..»......��_�__� ..._� � I i � � :.....0 ..... ' ' ' .` "_ _"' _'
<br /> a
<br /> .__. . .__'_'"'_._� � . _.._�__.._ � _�.r�_.�__ . . . � _tf
<br /> _ ,.�
<br /> } �'� � .�
<br /> _ � ; �.w .--._-�_ z , ,
<br /> � �� �� SIMPSON A35 BLKG. � � BEAM�MDR Q SIM. � � � �`' _,��, � � � �
<br /> JOIST JOIST PER TO TOP PLATE BEYOND � �� —��� •- ry�
<br /> JOIST � I\ ���. .�j �TRIM RE:ARCH. � � �
<br /> PER PLAN PLAN - TYP. SPACING PER � PER PLAN P.E.N. PER LOWER WALL �� } �
<br /> SHEARWALL SCHEDULE ; PANEL SHEATING/NAILING ! �``) I� POSM COPPOST W/ EPC r"� ^ �
<br /> � SOFFIT RE: ARCH. i (2) 0.228° DIA. LedgerLok ;;� ��; �1 �+-�
<br /> , TO MATCH LOWER WALL � FASTENERS W/ 2 MIN. ') I;a � �
<br /> SHEARWALL BEYOND NOTES: ' -� PENETRATION TO RIM AT `; � ; � � �,
<br /> HOLDOWN STRAP PER SHEAR WALL SCHED. CANT'L. JOIST LOWER WAL,L: 24" O.C. STAGGERED �;) I�i � 4�
<br /> CEILING PLAN �-n,P� SEE ALSO DETAII 7 SHEET A9 WALL AND CEILING BEARING/SHEAR WALL �; _ �T� �
<br /> PER ARCH. PER 13/S1.3 PER ARCH. PER PLAN AND SCHEDULE � I�-'-1 W .
<br /> 2X LEDGER
<br /> NOTE:
<br /> ° Ledger�ok 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" JOIST PERPENDICULAR
<br /> SCALE: 3/4" = 1'-0"
<br /> 16 SHEAR WA�� TO BEAM 17 TYP CA� DRAG STRUT 18 �OW R00� 19 ��AD TRA�ISFER DETA � 2Q TYP. SECTI0�1 AT DEC{� FRN1G. �
<br />
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