|
; � . :
<br /> _ _�A11,�9��_. _ . , _- '--- _ . _ _ __ _
<br /> T
<br /> � � �
<br /> �:� �
<br /> � � �
<br /> � i � � a)
<br /> � N M N �
<br /> 10d COMMON PER 5/8"� EXP. BOLT (EMBED 45/s") + ` � M "' -�
<br /> MEZZANINE DIAPHRAGM
<br /> NAILING SCHEDULE NOTES 3x3xY2 f� WASHER
<br /> �
<br /> 4x4 DF#2 LEDGER w/Y2"� 10d COMMON PER 3 �
<br /> ,� 10d COMMON PER �
<br /> M.B. C� 24 O.C. (MAX.� MEZZANINE � � E
<br /> MEZZANINE DIAPHRAGM 10d COMMON � � �
<br /> (NOTCH AT LEDGER DIAPHRAGM NAILING „ ' j Z, ' '�
<br /> NAILING SCHEDULE NOTES 10d COMMON PER
<br /> L SPLICE) SCHEDULE NOTES WALL ABOVE MEZZANINE S�T GGERED j ; � `�
<br /> LEDGER z�. PER PLAN SIMPSON LTTI31 � 32"o.c. � �� ��
<br /> CMSTC16x18 -0 STRAP C�? 48 o.c. PER ARCH. DIAPHRAGM NAILING ; >
<br /> w/18-10dx1Y2" NAILS w/2 ROWS 10dx1Y2" NAILS � 6"o.c., SHEATHING SCHEDULE NOTES 13j4x20 LVL MSTI36 STRAP � 32"o.c. ' 3 �
<br /> (I N ST A L L NAILS 3/4" MIN. FROM S T A G G E R E D (L O C A T E S T R A P U N D E R WALL ABOVE PER PIJ�N B L O C K I N G (UNDER PLYWOOD) j wa �
<br /> 5/8"� EXP. BOLT 2 R O W S ;
<br /> JOIST TOP CHORD EDGE) PLYWOOD) (BEND STRAP UP 4" AT PER ARCH. SHEATHING �
<br /> 10d COMMON w 15-10dx1y2" EACH END o: Q
<br /> � 6"o.c. TO P E R P L A N OF STRAP (ALIGN w/WALL ? w Z
<br /> (EMBED 4 5/8") (LOCATE TIE UNDER PLYWOOD. PANEL) 1 0 d C O M M O N
<br /> N O P L Y W O O D J O I N T S A T T I E S.) NAILS EACH SHEATHING � > o
<br /> S H E A T H I N G P E R P L A N 2 ROWS 10d R I M J 0 1 5 T S T R A P ;, z
<br /> SHEATHING PER PLAN S I D E O F J OIST P E R P L A N P E R P L A N � � � �
<br /> COMMON C�? 6"o.c. PER PLAN � � �c� � o
<br /> P E R P L A N P E R P L A N T O R I M J O I S T P E R P�A N �3�4"x 2 0" L V L = � ; z,2 c�
<br /> .
<br /> � �'ZX2Yzx0'-6" ��
<br /> CONTINUOUS 10d C OMM O N 10d COMMON o,w',�
<br /> P.C. PANEL � �_ N A I L E A C H EACH SIDE OF ''>
<br /> SEE ELEVATION � • �..._ RIM JOIST JOIST TYP. 6-16d SINKER ; ' � w O
<br /> SIDE OF ( ) TOE NAILS PER ' � °° � �
<br /> FOR SIZE & ANGLE & ��4 2x4 FLAT BLOCKING B L O C K I N G BLOCK , a
<br /> REINFORCING
<br /> EMBED AT STRAP LOCATIONS �
<br /> � BLOCKING TO BE AT c
<br /> 2-#4 CONT. C� � PLYWOOD EDGES) O
<br /> TOP W.H.S. � � � co
<br /> NO PLYWOOD
<br /> '/a SPLICE 1/4"x20" LVL OF WALL TOP `M � � � � N �
<br /> 3 JOIST PER PLAN � � � � �,
<br /> ft}'2x10x0'-10" ' SPLI R MN JIO SOUS STUD WALL � � o �
<br /> DEfAI JOIST PER PLAN DETAIL �o�s-r PER PLAN JOIST PER PLAN BLOCKING JOIST 10d COMMON �N (�P.) � ov � c � � � �
<br /> w/4-5/8"�x5" (BEAM � SIM. PER PLAN � �
<br /> W.H.S. � SECTION) 4x6 LEDGER w/SIMPSON BLOCKING w/2x4 � 3"o.c. �
<br /> 48"o.c. MAX. 5/s"�b STRONG-BOLT � HEADER W E B S T I F F ENER WEB STIFFENER BY .�'� o0 0
<br /> WEB STIFFENER 48"o.c. (EMBED 45/8" MIN.) PER PLAN BY JOIST MFR. SHEATHING & FLAT BLOC K I N G JOIST MFR. (TYP.) >, � � � o
<br /> WHERE NAILING PER WHERE OCCURS) FINISH PER � � v �
<br /> BY JOIST MFR. PC PANEL SEE OCCURS ARCH. (TYP.)
<br /> SHEAR WALL �' � +' �' `O `�'
<br /> ' , ELEVATION FOR FINISH PER o� N o N �
<br /> R}'2x4x0 -6" SCHEDULE HEADER PER �-� `� � "'
<br /> S I Z E A N D F I N I S H P E R ARCH. (TYP.) PLAN WHERE
<br /> _ S H E A T H I N G & 4x T O P P L A T E i ER
<br /> � - SIMPSON MIT HANGER REINFORCING NAILING PER ARCH. (TYP.) W » AB � �i STUD WALL OCCURS � 4 ,���,�,y�
<br /> 0o SHEAR WALL 16 o.c. MAX. �
<br /> �� ) CONCRTE PANEL PER PLAN y i ` '�`.•�
<br /> � � SCHEDULE (EMBED 6" MIN.) RETURN AT SIM. �
<br /> - - i�4 TOP & BOTfOM PERDPLANL SECTION y�,,���s ��a���,h�
<br /> �, 8.> � „ �
<br /> — C - 4. 0 SECTION D - 4. 0 SECTION E- 4. 0 � = e
<br /> S ECTI 0 N A— 4. 0 S ECTI 0 N B 4. 0 S ECTI 0 N � � � �
<br /> SCALE: 3/4"-1'-0" SCALE: 3/4"=1'-0" SCALE: 3/a =1 -0' SCALE: /a'=1 0' z � � o o �= w
<br /> ., � ,
<br /> 3 � �_ ' SCALE: 3/4"=1'-0„ � � �'n� � _
<br /> w a w �°'� � 3 =
<br /> a � z � a►� jC �
<br /> RIM JOIST . '���,�� BELOWW�TYP. � � � aa" � � �
<br /> r � � 10d COMMON PER MEZZAN NEON PER cd+,� N T p
<br /> � WALL ABOVE MEZZANINE WALL ABOVE x O Z o G .. Y � �,
<br /> BEAM DIAPHRAGM PER ARCH. D I A P H R A G M U� U W x;� o T 3
<br /> - .m PER ARCH. BEAM PER PLAN r
<br /> °___. _.. �___�_ ' _( 2 ROWS 10d �� NAILING SCHEDULE NAILING SCHEDULE SIMPSON JB b �w � o �
<br /> � �' ' � C OMMON � 4 o.c. 2 R O W S N O T E S JOIST PER �'� � �
<br /> °'"`' 10d COMMON NOTES HANGER (TYP.) PLAN TYP. a 'n � � �
<br /> Zo �
<br /> � SHEATHING � ) � �� � c m
<br /> .��_�,
<br /> , --�-� SHEATHING � 6"o.c. PER PHLAN 2 ROWS PER PLAN SHEATHING @ `
<br /> ALIGN FACE OF 4-10d COMMONx PER PLAN TO RIM JOIST 10d �COMMON PER PLAN � o N - �
<br /> RIM JOIST PER � � I � � 3
<br /> _ �° � 6 o.c. 10d COMMON SECTION H-4.0 �� �, -��-
<br /> �,�,�;,,__,� 2y4 MIN. LENGTH 10d COMMON � �n �
<br /> BEAM w/FACE OF � � » STAIR PER TO RIM JOIST NAILS EACH BLOCKING ��^, co �, � o
<br /> WALL SHEATHING 3-CMSTC16x10'-0 STRAPS (TYP.) SIMPSON A34 NAILS EACH JOIST
<br /> w/2 R O W S 10d COMMONx2" ANGLE (TYP.) ARCH. AT SIM. SIDE OF JOIST SIDE OF JOIST 4"MIN. H-4.0 � � �°'� �
<br /> PER PLAN P E R P L A N P E R P L A N B R�• SIM. �' � � Q
<br /> BLOCKING JOIST STRAP N A I L S C�? 3"o.c. S T A G G E R E D P E R P L A N S E C T I O N ��
<br /> PER SECTION �-4.o DETAIL �f (OVER SHEATHING)
<br /> BEYOND (TYP.) SHEATHING 2x4 FLAT
<br /> �
<br /> SHEATHING & PER PLAN BLOCKING
<br /> NAILING PER SHEAR � AT EACH Z
<br /> WALL SCHEDULE D-4.0 I G-4.0 BRACE /
<br /> PER PLAN 2x12 Q
<br /> �� (IYP.)
<br /> ��, ��� 2x12 2x JOIST PER R MN JIO SOUS 2x JOIST PER SIMPSON �
<br /> ii x x � • �x • _ � CONTINUOUS PLAN PLAN H2.5A TIE �
<br /> ii % . % x . � x � . . . % e
<br /> ii �� c° TIFFENER RIM JOIST BLOCKING JOIST � JOIST I �
<br /> . ,�" . �x K K WEB S
<br /> ii x x = x x x • ii% , x x � x x x - JOIST PER PER JOIST MFR. FINISH PER 48 o.c. (ALIGN 2x JOIST PER
<br /> ii - PLAN (TYP.) BLOCKING w/2x4 � z
<br /> ii - - ii � AT BRACE ARCH. TYP. PER PIAN PLAN (TYP.) O
<br /> , . . .
<br /> SHEATHING & � � SHEATHING & FLAT BLOCKING STUD WALL
<br /> ii • % % = x % x �� • % x '% _. X x - = , „ NAILING PER WHERE OCCURS) PER PLAN
<br /> ��� ��, d- 2x4 BRACE C�? 4 -0 ��P�� NAILING PER FINISH PER � O
<br /> �� _ _ - _� � SHEAR WALL SHEAR WALL ARCH. (TYP.) U F-
<br /> FROM EA. END OF BEAM STUD WALL
<br /> �� - �--� - � i � P N & 10'-0"o.c. MAX. (TYP.) BEAM PER PLAN SCHEDULE PER PLAN SCHEDULE ARCH (TYP.) STUD WALL OIFFSETNHANGER � F� Z
<br /> I I I I ' � � i BEAM PER LA PER PLAN
<br /> i-- �-.�--�
<br /> I ( . �-� SIMPSON H2A TIE STUD WALL SHEATHING & NAILING PER O � W =
<br /> . „�- EA. SIDE OF BEAM PER PLAN BALANCE PER SHEAR WALL SCHEDULE �
<br /> I ) � I I (OVER STRAP) SECTION D-4.0 � � Q
<br /> � l I �__ � �. �� , � � � �—
<br /> � � � � i i i 13/4"x20 LVL CONT. � _J (� � .
<br /> I I i i i RIM JOIST —
<br /> ._ .
<br /> BEAR BEAM ON � � � �-~-
<br /> STUD WALL � 3 CRIPPLE STUDS +_ W
<br /> PER P�N — S ECTI 0 N K — 4. 0 3 °� � W
<br /> S ��T I O N F— 4. 0 S E C T I O N G — 4. 0 S E C T I O N H — 4. 0 S E C T I O N J 4. 0 „ , „ �, �
<br /> s »_ „ SCALE: 3 „=1'-0" S C A L E: 3/4"=1'-0" S C A L E. 3/4 -1 -0 z r l O w
<br /> SCALE: 3/4"=1'-0" SCALE. /a -1 '-0 �4 \„/ r
<br /> � Q �'
<br /> �
<br /> �1.� �' .
<br /> N
<br /> 2x JOIST PER PLAN I- 'n
<br /> w/SIMPSON JB Q
<br /> HANGER EACH END - Q ,�
<br /> WALL ABOVE
<br /> SHEATHING SIMPSON PER ARCH. _,
<br /> 4'-0" MIN. �
<br /> PER PLAN HW412 HANGER
<br /> (BEYOND) 10d COMMON PER
<br /> JOIST MEZZANINE SPLICE � N
<br /> PER PLAN SIMPSON HW412 DIAPHRAGM NAILING � N
<br /> OFFSET HANGER SCHEDULE NOTES 2x TOP N �
<br /> PER PLAN (BEYOND) PLATE (TYP.) Q
<br /> f- d
<br /> �
<br /> � BEAM PER PLAN 2 ROWS N�LS KJ U W .
<br /> �
<br /> i i
<br /> i
<br /> 4 o.c. � Q
<br /> i i
<br /> � �J W �
<br /> B ; � J
<br /> 0
<br /> � BEAM o
<br /> o PER PLAN o z J � a
<br /> � BEYOND 0 W W
<br /> o � ] �
<br /> � HEADER PER PLAN U � �
<br /> � WHERE OCCURS SIMPSON w I
<br /> $ ECCQ44SDS2.5 �
<br /> � COLUMN CAP
<br /> 3 FINISH PER W �
<br /> STUD WALL (� U U u�
<br /> � ARCH. (TYP.) POST PER � W
<br /> ^ PLAN, BEYOND z Z � Q
<br /> = STUD WALL � � -'
<br /> � PER PLAN � J Q �
<br /> �
<br /> _ �
<br /> o BAIANCE PER
<br /> � SECTION C-4.0 z sheet
<br /> �,
<br /> v
<br /> � TYPICAL TOP PLATE Q
<br /> �
<br /> �
<br /> � SPLICE DETAIL N �
<br /> � SECTION L- 4. 0
<br /> SCALE: 3/4"=1'-0" � 6 OF 10
<br /> �
<br /> �
<br /> o SCALE: 3/a"=1'-0"
<br /> �
<br /> �
<br /> �
<br /> M
<br /> V1
<br /> Y
<br />
|