|
� , .
<br /> 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 /> . �
<br /> 0
<br /> PLATE NAILING PER PLATE NAILING PER PLATE NAILING PER PLATE NAII�ING PER �--+
<br /> (3} 0.148° X 3" SHEARWALL SCHEDULE SHEARWALL SCNEDULE SHEARWA�L SCHEDULE SHEARWALL SCHEDULE �
<br /> 0.148"X3.25" C� 6" O.C. MIN. 0.148"X3.25" C� 6" O.C. MIN. Q.148"X3.25" � 6" O.C. MIN. 0.148"X3.25" t� 6" O.C. MIN. 4'-p"
<br /> �
<br /> . lr � � ; � � �
<br /> FLOOR SHEATHING AND NAILING !� EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAI�ING � � EDGE NAILING PER SCHED. FLOOR SHEATHING AND NAILING ;g EDGE NAILWG PER SCHED. FLOOR SNEATHING AND NAILING � EDGE NAILING PER SCHED. (20) 12d �
<br /> � PER STRUCTURAL NOTES S1.0 j� PER STRUCTURAL NOTES 51.0 � PER STRUCTURAL NOTES S1.0 ;; PER STRUCTURAL NOTES S1.0 } U �
<br /> ;� RIM/BLOCKING TO TOP i RIM/BLOCKING TQ TQP j� RIM/BLOCKING TQ TOP � RIM/BLQCKING TO TOP z �
<br /> PLATE PER SHEARWALL : PLATE PER SHEARWALL j� PLATE PER SHEARWALL ( PLATE PER SHEARWALL a� �
<br /> j, SCHEDULE - PROVIDE I SCHEDULE - PROVIDE _; SCHEDULE - PROVIDE SCHEDU�E - PROVIDE � ,��
<br /> » • „ „ „ » „. . „ 48"X325" t� 6" 0 IN ; ���_;:�. .,>.._z_ �;��,_� �:-�r.� _._�:�
<br /> � ,_.
<br /> „ 0.148"X3:25 �6" O.C. MfN. OJ48 X3.25 � 6 O.C. MIN. � 0.148 X3.25 @ 6 O.C. MIN. 0. 0.1 . .C: M . - � ______ � co
<br /> i i` i'�, i` . 3. � t � � I , � � � .
<br /> ;�`� ( 1 1 I 1 3 C'"J
<br /> �
<br /> i ��, � ' I ; � � � TOP PLA ° j ; � � o
<br /> , � ,
<br /> � �
<br /> , �
<br /> ' _ _.r .____ __ev_.__ u _,.��..�.
<br /> , , .
<br /> _____. _..____�__._..�__ . _ �,,
<br /> ,_�..��_ ._�_._�__ _.�_._.__ __�___ __m_.� _..r _--___4W__ _____._ _ . . . . . . . . . . . . . . ,__�._i _,..��__...= �-�_-�-_�-:��._ . . . .._w_�_ �_�m._.�_� .__-- _.___..__ �._�.. ____ ._�- � U) �
<br /> _________� _...__,___.__ .____ _- --___..__ __ _ .,�
<br /> _ :. __ __---_____.--- ---.___�_�___.___._ _ _ _.__._ ____�_____ __._�_._.___.�____._______
<br /> . _._...�.
<br /> _._._.__ « ,
<br /> i �. �� 3 �: s- � �
<br /> EDGE NAILING PER SCHED. ( EDGE NAILING PER SCHED. 'I EDGE NAILING PER SCHED. iy EDGE NAILING PER SCHED. a� � �
<br /> �� �
<br /> ;Y � �E �
<br /> FRAMING PER PLAN � � .� �'
<br /> f
<br /> � �� -BEARING AND�OR ; BEARiNG AND�OR '� BEARING RND�OR � ; s�ARING AND�QR � �
<br /> BLOCKWG AT 48" O.C. ;� SHEARWALL PER PLAN FRAMING PER PLAN � SHEARWALL PER PLAN FRAMING PER PLAN '� SHEARWALL PER PLAN FRAMING PER FLAN � SHEARWALL PER PLAN STUDS � �
<br /> � �� � W � ^
<br /> ADD RIM JOIST/BLKG. i� NOTES: � ADD RfM JOIST/BLKG. � NOTES: ADD RIM JOIST/BLKG. ; NOTES: - � ?
<br /> AS REQUIRED BY �� 1. SECURE JOIST TO WALL AS REQUIRED BY ;� 1. SECURE JOIST TO WALL AS REQUIRED BY ? 1. SECURE JOIST TO WALL � v� �
<br /> SHEARWALL SCHEDULE �� WITH 0.131"X2.5° EA. SIDE, DOUBLE J�IST � SHEARWALL SCHEDULE ¢ WITN 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 END. NOTE: � � �
<br /> 2. SECURE RIM JOIST TO SPLICE & NAIL TOP PLATES � o �
<br /> 2. SECURE RIM JOIST TO AS SHOWN C� ALL EXTERIOR, �
<br /> P E R P E N D I C U L A R P E R P E N D I C U L A R J O I S T W I T H 0.1 3 1 X 2.5 PLUMBING, PARTY & SHEAR � � �
<br /> P A R A L L E L B L K G. W I T H 0.1 3 1"X 2.5 P A R A L L E L NAIL TOP AND BOTTOM. AND AT ROOF.
<br /> NAIL T4P AND BOTTOM.
<br /> SCALE: 3 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3�4" = 1'-0" SCALE: 3f 4" = 1'-0" SCALE: �4" = 1'-Q°
<br /> 1 EXTER OR WA�� TO FRAM �1G 2 NTER OR WA�� TO FRAM �1G 3 �1TERIOR WA�� TO FRAMING 4 EXTERIOR WA�� TO FRA�1 NG [�5 TOP P�ATE SPL CE � : �-- ����{� �
<br /> � � ❑ 0 �. � ; . ;
<br /> �� . Uk � �
<br /> � JOISTS PERPENDICUI.AR JOISTS PARALLEL JOISTS PERPENDICULAR JOISTS PARALLEL �'� k
<br /> , x h .
<br /> � PLATE NAILING PER � ;
<br /> ,:..
<br /> PLATE NAILING PER SHEARWALL SCHED. TYP.
<br /> SHEARWALL SCHED. TYP. ; SHEARWALL SHEATHING & ,,:
<br /> � NAILING PER SCHED, �� � NOTE: `�
<br /> SHEARWALL SHEATHING & 3 CONTINUE WALL SHEATHING ';; ;, SEE DETAIL 6 THIS SHEET 5 ��� \
<br /> NAILING PER SCHED. ,;; ;` ,s °f FOR BALANCE 1� o
<br /> � '� TO RIM W/ EDGE NAILfNG , �
<br /> RIM TO TOP PLATE A35/LTP4 �i E�SE PROVIDE RIM TO TOP � ` JOIST HANGER LAP JOIST 4" AND TOP PLATE
<br /> ,� ,; � �
<br /> PER SHEARWALL SCHED. P�ATE A35/LTP4 PER '� � � USE (3) 8d NAILS SPLICE SEE 5 � 1 `�'�a
<br /> ; ; JOISTS TNIS SHT. c7 � �
<br /> � _? AT SOLID BLOCKING � � � a �
<br /> ; ' SHEARWALL SCHED. '' '� TO BEAM AT NON BEARING WALLS H �, �°
<br /> £; J ;{ :i HEADERS - MAY BE � �, �
<br /> PANEL BLOCKING ° ti
<br /> t�� � a- ;{' � � AT BEARING WALLS ATTACHED TO KING STUD �?�b' �
<br /> \ AS REQ.
<br /> * \ � x i�
<br /> . ;:, w
<br /> . t� � � � ,; � � � PLYWOOD PLYWOOD STUDS AT HEADERS; W/HUC HANGER OR A34/ ��
<br /> �3� 2X8 � 2X6 WALLS A35 CLIP:
<br /> � �__.:____ _:<�___v�=�--_ ......_.:: _��___.: }; ._ ___ _�___,n .�.:.�;._,._ :.,w�_. :: _.,_�___.� � ,r _ _—__.r.:, . _..�...t- ----_�,_,_..__d�_._ �.:.�-� 16" O.C. TYP. (2) 2X4 MIN.
<br /> 1 � .d t{
<br /> ' � di �; U.N.O.
<br /> Z UNLESS NOTED
<br /> ,�, � ,f OTHERWISE PER PLAN � o �
<br /> + � �
<br /> , , > �; J�OISDS�D (2) 16d � 12 H � � o
<br /> JOIST PER PLAN TYP. �; z: JOIST PER PLAN TYP. � ; JOIST PER PLAN TYP. "
<br /> '. F
<br /> ��: .._n�_�� _s___.s____._��a __��_ ,= TYP. q r � N
<br /> � vk PROVIDE INTERIOR CROSS ��' �` N �
<br /> �$` WALL OR BEAM AT 12' O.C. ' ' KING STUD-TYP. o � �
<br /> DOUBLE JOIST MIN. � � ELSE B�OCKING AT 6 O.C. � ;� JOIST PER JOIST PER FACE NAIL W/
<br /> t; ;� JOIST PER PLAN TYP. �t i PLAN PLAN TYP.�6d � 12" O.C. � �
<br /> �i �
<br /> y ,,, DOl1BLE J01$T MIN. ;_. � AT BEARING WALLS AT NON-BEARING WALLS w O
<br /> SHEATHING AND NAILING PER ' SHEATHING AND NAILING PER �` '{ JOIST HANGER 2X BLOCKING TRIMMER STUDS: (1) TRIMMER STUD
<br /> S H E A R W A L L S C H E D. T Y P. SHEARWALL SCHED. TYP. ' " �
<br /> 1 � OPEN�NGS UP TO 5-0 WIDE
<br /> BEAM PER PLAN BEAM PER PLAN �2�} @ OPENINGS 5'-1" & GREATER �
<br /> NOTE: FIRE AND SOUND NOTE: FIRE AND SOUND
<br /> RATING INFORMATION PER RATING INFORMATION PER A: FLUSH BEAM B: DROPPED BEAM UN�ESS NOT�D OTHERWISE PER PLA �
<br /> 0
<br /> SCALE: 3/4" = 1'-p" ARCN. SCALE: 3/4" = 1'-0'> ARCH. SCALE: 3/4" = 1'-0" SCALE: NONE � �
<br /> 6 TYPICA� PARTYWA�� 7 TYP CA� PARTYWA�� AT STEP 8 B�ILT UP BEANI g TYP. CO�JN. TO WOOD BEAM 10 TYP. HDR. AT STRUCT. WA�� � �
<br /> ❑ 0 0 0 0 '
<br /> � W
<br /> _ J �
<br /> UPPER WALL Q f-
<br /> NOTE: SEE ARCH. FOR STAIR DIMENSIONS �-- •
<br /> UNLESS HANGERS HARDWARE ARE SHOWN WALL PLATE NAILWG PER BEARING/SHEAR WALL AND BLOCKING REQUIREMENTS � � ~ Q
<br /> � O.lA8'X3.25' �-===�=' � ¢
<br /> ON PLANS, BEAMS BEARING ON STUD WALLS SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE C� 4" O.C. !� m �
<br /> SHALL BE ANCHORED W 4 8d TOENAILS . . i! U'
<br /> �� ) STAGGERED
<br /> FLOOR NAILiNG PER L = HORIZONTAL RUN �'_� --.-� �= w
<br /> STRUCTURAL NOTES P.E.N. PER UPPER WALL � �j � �
<br /> 2X12 STRINGERS FOR L<84' , I, W F--
<br /> MST37 STRAP 1.75X14 L.UL STRINGERS FQR 84"<L<14 ° �t °- � �
<br /> CQNT. RIM JOIST — — A35 O � z
<br /> 2X BLOCKING TYP. z w
<br /> TOP PLATE TOP PLATE TOP PLATES �\`�.,�
<br /> A BEYOND
<br /> BEAM BEAM
<br /> PER PLAN PER PLAN �
<br /> _ �
<br /> - - _ - - - - - - WALL STUD
<br /> - - - - - - - - 1/ ' MIN.
<br /> - - - - - - - - - - - - - - - -
<br /> �--- BLOCK FLQOR �
<br /> _ LANDING �
<br /> ___ DIAPHRAGM EDGES STRINGERS �
<br /> _._�_.
<br /> _-_.. .
<br /> __;__��-��_-� �_:�:_____--____�_- �.�: �-_-�.__..��.___.__-__..�_�_. �� � � �
<br /> PROVIDE (4) LTP4 BEAM PER PLAN PROVIDE (4) LTP4 ' �.,�
<br /> EACH SIDE OF EACH SIDE OF BEAM PER PLAN (2} Sd T4ENAILS (2) 8d TOENAILS 2X � ��� 2X RIM JOIST ' I�II �Ill j • � 0
<br /> BEAM �EAM EACH SIDE EACH SIDE PER PLAN # �� IIII I{11 ( � �
<br /> IF �
<br /> _� �__ .rv_�__�-.__ 4�
<br /> (2) STUDS U.N.O. 2x BLOCKING � P.E.N. PER LOWER WALL I i ^ � � ��
<br /> POST PER PLAN ON PLANS ' 1 +� ^�-^T �_� � -�� ^ , �
<br /> BEAM/HDR � SIM. '{ �+/ Q�
<br /> EXTERIOR INTERIOR WALL AND CEILING � W = WIDTH �/4" VERIFY �
<br /> WALL WALL PER ARCH. LOWER WALL: q (3) STRINGERS FOR W<42" �
<br /> BEARING/SNEAR WAL� (4) STRINGERS FOR 42"<W<48" N '
<br /> PER PLAN AND SCHEDULE y.� n �
<br /> TYP. T�.1 P P�A TE TYP. TQ P P�A TE ��A�E: 3�4" = 1'-0" TRUSSES PERPENDICULAR ELEVATION AT WALL SECTION A-A AT WALL V�j J
<br /> SCALE: 3/4" = 1'-0" � O
<br /> 11 SP�ICE AT F�USN BEANI 12 SPLICE AT DROPPED BEAM 13 BEA�I TOE�1A1� NG 14 CANTI�EVER F�OOR JQ ST 15 TYP� STA R FRAMII�G AT WA�� • � �
<br /> � 0
<br /> UPPER WALL:
<br /> UPPER WALL: ..� �
<br /> WALL PLATE NAI�ING PER BEARINGfSHEAR WALL WALL PLAT� NAILING PER BEARING/SHEAR WALL � (�
<br /> SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE SCHED. FOR UPPER WALL PER PLAN AND SCHEDULE c , �
<br /> NOTE: NO WALL ABdVE AT SIM. SEE ARCHITECTURAL '�1
<br /> - FOR ALL FLASHING DETAILS � �
<br /> FLOOR NAILiNG RER P.E.N. PER UPPER WALL CONTINUOUS STRAP FLOOR NAILING PER P.E.N. PER UPPER WAL� ,� j; POST - WRAP PER ARCH. �
<br /> STRUCTURAL NOTES I DRAG STRUT PER P�AN STRUCTURAL NOTES �, ��
<br /> 2X4 RAFTER EA. JOIST P.E.N. PER LOWER WALL �---I- � � �
<br /> BEAM PER PLAN 1 3/4" PSL BLOCKING DIAPHRAGM NAILING 2X BLOCKING DIAPHRAGM NAILING �, - 6X6 POST WfTH ABU66 O O
<br /> � �!I• . `�BEAM - ALIGN WITH O �
<br /> BLOCKING '� GENTER OF WOOD POST
<br /> � . . . . � . ,� 4: . . . . . . . . . . . . . . . . r� � O
<br /> BLO K FL OR t � '� �
<br /> � • DIAPHRAGM EDGES � �'�� � }'
<br /> ( �,� � -- ; b13
<br /> \. •
<br /> _. ..._____ .. �___.. _w._..__.� ._____-____ --- _� _. ._
<br /> - -- � - - �.ri., . �_ ___ __----_ �
<br /> --_^= __��___�.__�__.__ __ _ � __ _
<br /> _.__ _..____.__� __.__.._ _.___ ._._ .._ ..__.._____ ....__.___.._._� �_��.r��_._ .._u_._. __�_. .- �,�
<br /> .. ----_ .___.__..___.------.----- -_:_
<br /> _ _ ..
<br /> _ �'� 1 •�--�
<br /> 3 -3_�...�v..:_ �:�.: F _ _...__ ..- ---- - %1
<br /> � �I SIMPSON A35 BLKG. E `� BEAM/HDR C� SIM. � � ( ` � � � �
<br /> � JOIST JOIST PER � TO TOP PLATE BEYQND � �� JOIST �� /\ s � �f� (� TRIM RE:ARCH. � �
<br /> PER PLAN PLAN - TYP. � SPACING PER ? PER PLAN P.E.N. PER LOWER WALL �
<br /> I SHEARWALL SCHEDULE � ' iiI I�E �BEAM TO POST W� EPC • r"'� �
<br /> � PANEL SHEATING/NAILING ! � = POST CAP ^
<br /> SOFFIT RE: ARCH. : (2) 0.228" DIA. LedgerLok I (; h�i +'
<br /> i TO MATCH LOWER WALL � ` � � i .
<br /> SHEARWALL BEYOND _i -�. ' PENETRATION TO RIM AT '
<br /> NOTES: i FASTENERS 4V/ 2' MIN. ��� I ��� � � �
<br /> HOLDQWN STRAP PER SHEAR WALL SCNED. CANT'L. JOIST ' '
<br /> SEE ALSO DETAIL 7 SHEET A9 LOWER WALL; � 24" O.C. STAGGERED {i� G�� �� N
<br /> WALL AND CEILING � �T� w
<br /> CEILWG PLAN (TYP.) PER ARGH. PERRPLANSANDRSCHEDULE - �� �j# w
<br /> PER ARCH. PER 13/S1.3
<br /> 2X LEDGER --
<br /> NOTE:
<br /> LedgerLok Fasteners shall
<br /> be per ICC ESR-1078
<br /> SCALE: 3/4" = 1'-0" SCA�E: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" JOIST PERPENDICULAR SCALE: 3f4" = 1'-0'� JOIST PERPENDICULAR SCALE: 3/4" = 1'-0"
<br /> 16 SHEAR WA�� TO BEANI 17 TYPICA� DRA� STR�T 18 I�OW ROOF � g �OAD TRA�ISFER DETAI� 20 TYP. SE�T 0�1 AT DECK FRMG. � �
<br />
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