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2x SILL PL Wl 5/8" DIA x10"A.B. BALANCE OF INFORMATION ABOVE gNELL
<br /> @ 48" O.C_ (2 MIN PER WALL) 2x8 LEDGER W/5/8" DIA x6"A.B. NEW JOIST TO MATCH EXISTING. EXTEND EXISTING CONC WALL NOT SHOWN G�0� ��48j'8�
<br /> @ 48" O.C. (2 MIN PER WALL) JOIST TO ALIGN w/EDGE OF SILL PL. ATTACH FOR CLARITY ��e � �7 7'�,�
<br /> TO EXISTING JOIST w/ (2) 10d NAILS AND EXISTING JOIST AND BEAM EXISTING POST PER PLAN ��, �
<br /> #4 x12"x1?" DOWEL� 12" O.C. 2x6 STUD @ 16" O.C. SIMPSON A35 TO EXISTING SIL� PL PER PLAN. SEE PLAN NOTES �
<br /> 4"CONC SLAB OVER BACKFILL FOR SHORING OF EXISTING (E) CONC WALK � � �� � , .
<br /> w/#4 @ 12" O.C. EA WAY AT EXISTING JOIST PROVIDE (2) 2x B�OCKING BETWEEN JOISTS BEAM � ,p�l�__�.ol�
<br /> T�i�y
<br /> MID-DEPTH OF SLAB (E) FLOOR SHEATHING. REPLACE SHEATHING EXISTING �gJ�A� �C+
<br /> THAT ARE DAMAGEQ OR WITH EXCESSIVE SHEATHING NEW SHEATHING TO MATCH EXISTING i _ NOTE: SEE DETAIL B/S2.2 FOR
<br /> �.��U�: ,�- rv� �' ,�.�'.�-�_���.�-�,�" A.,.��,�� ���'
<br /> #4x12" EPDXY 3" INTO SAG WITH NEW TO MATCH � #-`
<br /> � REMOVAL OF (E) SHTG IF REQUIRED
<br /> EXIST CONC @ 9" O.C. SIMPSON A35 AT EVERY JOIST
<br /> i �§ � FOR INSTALLATION OF CONC FTG.
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<br /> . 4 ' x ; �. � � - �" >� � : � \ _ (4x6 MIN) WITH SIMPSON PB AT BASE
<br /> � ' �q �" �" �` "'�""�`� ` � �`"` N �� �' ,•"� �' AND PC TO EXISTING BEAM PER PLAN � �
<br /> RAMP �� " � ; _ .. ° � 4x BLOCKING � � �
<br /> � � z � (2) 2x TOP PLATES , y ' *��
<br /> PER ARCH �"�,�6 �� NEW 2x10 SISTERED TO EXISTING JOIST W/(2) ,� � WHERE RAILING , .. . � '
<br /> a 10d NAILS @ 6"O.C. STAGGERED. -�` ` � OCCURS 2x STUD c"LD 16"O.C. PER ARCH . , , �� , ,�, � '; �
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<br /> - . - a 1/2" WALL PLYWOOD ,� , �
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<br /> o � . o EXISTING JOIST PER PLAN EXISTING . �„� ' (E) FOOTING, FIELD VERIFY i,�
<br /> : � : • ° r � �. d• CONC WALL : �� CONFIGURATION AS SHOWN, SEE DET A/S2.1 ' �
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<br /> �P:Fa, ,rn.,,„,,�.f�„.. _� E �.-`:-���� w �-_�� FOR EXISTING FTG DEPTH �
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<br /> �.° � °° ° ,� � 2x SILL PLATE w/(2) 1/4" DIA x 2 1/4"TITEN SCREWS �
<br /> EXISTING FOOTING 12" 4" 6" 4" NOTE: CONTRACTOR TO JAGK AND PLUMB , ."° ,•� cLD 12" O.C. STAGGERED {3)#4 EPDXY 3" MIN INTO EXIST FOOTING � z
<br /> NEW FOOTING EXISTING JOIST PRIOR TO SISTERING NEW _..��,�..;��. ;�. � W �
<br /> PER PLAN JUIST. PLACE NEW JOIST SNUG TIGHT TO PLYWC30D. 1'-6" (3)#4 CONT
<br /> ' � � � ,
<br /> NOTE: CONTRACTOR TO VERIFY EXISTING SLAB Q �
<br /> EXISTING FOOTING CONFIGURATION EXISTING �
<br /> AND DIMENSIONS SHOWN. IF TRIM EXIST JOIST FOOTING NOTE: RAILING FOR RAMP NOT SHOWN. SEE ARCH p TYPICAL NEW FOOTI NG � (� G� L�
<br /> OTHER THAN SHOWN, PROVIDE AND REATTACH TO FOR RAILING DETAIL WHERE OCCURS TO EXI STI NG FOOTI NG w � � C�
<br /> FIELD VERIFIED DIMENSIONS TO ARCH. NEW WALL W/SIMPSON
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<br /> SECTION SECTION SECTION SECTION � � �� �
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<br /> 3/4"= 1'-0" � 3/4" = 1'-0„ � 3/4" = 1'-0" D 3/4"= 1'-0" M � � (V
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<br /> 2x BLOCKING SIMPSON H2.5, TYP 2x BLOCKING SIMPSON H2.5, TYP
<br /> 2x RIPPED PL W/ �
<br /> SIMPSON A34 cGD EVERY ALIGN NEW PLYWOOD w/EXISTING ALIGN NEW PLYWOOD w!EXISTING '
<br /> OUTLOOKER 2xTOP PLATE OUTLOOKER PER PLAN
<br /> NEW SHEATHING TO (E) 2x BLOCKING, FIELD VERIFY. NEW SHEATHING TO (E) 2x BLOCKING, FIELD VERIFY.
<br /> IF NONE PROVIDE 2x6 BLKG FOR IF NONE PROVIDE 2x6 BLKG FOR
<br /> MATCH EXISTING, DO TWO BAYS,ALIGN wl BRACE MATCH EXISTING, DO TWO BAYS,ALIGN w!BRACE
<br /> NOT SPLICE AT BLOCKWG NOT SPLICE AT BLOCKING
<br /> (E) CONCRETE WALL NEW CONCRETE WALL
<br /> 10d dLi 6"oc I�10d �4"oc 10d �6"oc 10d r�D 4"oc BLOCKING BETWEEN
<br /> � 2x FASCIA r TO BLOCKING 2x FASCIA �TO BLOCKING OUTLOOKERS PER
<br /> � � DET F/S2.1
<br /> (E) C.I.P. WALL EMBED 4"�CENTERLINE OF 2x PONY WALL PER DET F/S2.1 M
<br /> IWALL w/SET-XP EPDXY z � O �
<br /> �--c"'�v - - - oa . a 2x OUTLOOKER PER 2x OUTLOOKER PER � ap
<br /> � ' PLAN W/ INVERTED • PLAN W/ INVERTED O Z t3�
<br /> �''� a 1"C�R, TYP SIMPSON "U" HANGER � SIMPSON "U" HANGER � �
<br /> 'd � TO (E} TRUSS 1 TO (E)TRUSS 1 Q O �
<br /> � d ° 1 MAX 1 MAX � (J)
<br /> —I I I—I I I—I I 2x FURRED OUT WALL,ALIGN � � Q —
<br /> � ' I I 1=1 I 1=1 I 1= W/PONY WALL, RIP TO FIT C Q �
<br /> � ...,.,., 4 W! S I M P S O N A 3 5 @ B E A M C �
<br /> � & LTP5 AT WALL N '��—' �
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<br /> � SIMPSON LTP4 AT O O >
<br /> . x _ . , , W 2x6 STUD � 16" O.C. SIMPSON A35 � EA END OF EVERY N N W
<br /> ALIGN w/OUTLOOKER , (E} TRUSS PER PLAN EVERY STUD (E) TRUSS PER PLAN BLOCKING
<br /> � 4„ NEW BEAM PER PLAN ' . '
<br /> (E) FOOTING � 2x STUD WALL PER PLAN, EXISTING BEAM
<br /> BEAM PER PLAN 2x6 BRACE cL"D 32'O.C. ATTACH TO 2x BLKG 2x6 BRACE @ 32" O.C. ATTACH TO 2x BLKG
<br /> W/(4) 10d NAILS NOTCH STUD AT BEAM VI111 W/(4) 10d NAILS PER PLAN
<br /> 8" —
<br /> (2)#4 MIN, EQUA�LY SPACED SOLID SHIM BLOCK
<br /> NOTE: CONTRACTOR TO VERIFY IF SIMPSON A35 BRACE TO BEAM BEAM PER PLAN SIMPSON A35 BRACE TO BEAM HANGER PER PLAN W/SIMPSON H2.5
<br /> TRUSS OCCURS AT EXTERIOR WALL.
<br /> REMOVE IF OCCUR FOR NEW BEAM HEADER WHERE ,
<br /> AND PONY WALL. OCCURS PER PLAN
<br /> TYPICAL GABLE END TYPICAL GABLE END @ EXTERIOR WALL cn
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<br /> SECTIC� N SECTIQN � ECTION SECTION Q
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<br /> 3/4" = 1'-0" 3!4" = 1'-0" � 3/4" = 1'-0„ � 3/4" = 1'-0" W
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<br /> H LD D WN SCHEDULE �
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<br /> (2)#4x12" EPDXY 3" MIN INTO EXIST FOOTING a
<br /> SHEATHING & NAILING SLAB PER PLAN TYP EACH END Q
<br /> PER SHEAR WALL FASTENERS TO CONCRETE FASTENERS TO WOOD SLOPE PER ARCH z
<br /> c° SCHEDULE
<br /> � STUDS PER PLAN MARK MINIMUM � � ,
<br /> Y ANCHOR -
<br /> � � EMBEDMENT (QUANTITY) TYPE WOOD MEMBER O
<br /> a 2- 2x sTu�s �m � � DIAMETER
<br /> D E PT H �-1—
<br /> N END OF EACH °'
<br /> io SHEAR WALL PER
<br /> ao SHEAR WALL � i --�—
<br /> ' SCHEDULE �
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<br /> � � HOLDOWN PER PLAN @ . HDU2 5/8" *4" 6- SDS 1/4"x2 1/2" 2-2x STUDS � � II- ' x x � x, x x � ,�
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<br /> � o CENTERLINE OF STUD , • **HDU11 1 1/4" *10" 30- SDS 1/4"x2 1/2" PER PLAN � - ���� ' REVISIONS.
<br /> � TOP OF CONCRETE ` ' w/ALL-THREAD
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<br /> a EMBEDDED PER PLAN
<br /> `� HDU11 1" *7" 30- SDS 1/4"x2 1/2" PER PLAN :�� CITY OF EVERETT
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<br /> #4 CONT,TYP Q CORRECTIONS 1
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<br /> � � a ' ° ,(E) 2x PRESSURE-TREATE a . HDU14 1" *9" 36- SDS 1/4"x2 1/2" PER PLAN . �0'19'�8
<br /> � 4 a Q SILL PLATE . ; `. ` � ,
<br /> c�o a . a a, d : �
<br /> FOOTING BEYOND � ���"�� �� �
<br /> � NOTES: � � , � ��' � � (E) FOOTING AND �
<br /> 0 1.) ANCHOR SHALL BE SIMPSON SET XP ASTM F144, GRADE 36 THREADED ROD PER ICGESR-2508. -0 � � , � ^� , S�B
<br /> � Q 2.) WOOD MEMBERS (MIN.)ABOVE AND BELOW WHERE OCCURS AT F1.00R LEVEL DO NOT USE LAG � ' �
<br /> N NOTES: BOLTS TO FASTEN HOLD DOWNS TO WO�D MEMBERS. ' � CADD FILE:
<br /> ,.. .u...���.�
<br /> � 1) IF ANCHORS ARE TO BE CONNECTED TO EXISTWG CONCRETE, USE SIMPSON SET-XP, 3.) HOLDOWN SCHEDULE IS PROVIDED FOR GENERAL INSTALLATION INFORMATION. NOT ALL OF ��
<br /> "i EMBED PER SCHEDULE. HARDWARE SCHEDULED IS REQUIRED SEE PLANS FOR HOLDOWN CALL-OUTS 18054
<br /> � AND LOCATIONS. CONSULT MANUFACTURER FOR ADDITIONAL INFORMATION.
<br /> � 2) ADD NEW 2x OR WOOD POST AS REQ'D. ATTACH EXISTING 2x TO NEW 2x PER 4.) QUANTITY OF NAILS FOR STRAPS ARE EVENLY DIVIDED BETWEEN ENDS OF STRAPS ABOVE AND
<br /> a HOLDOWN SCHEDULE NOTES ON DETAIL K BELOW THE DEPTH OF THE FLOOR SYSTEM. USE 16d COMMON NAILS, u.rv.o. DATE: 08.20.18
<br /> g Q 5.) IF SHEAR WALL REQUIRES 3x STUDS, USE 3x INSTEAD OF 2x. DRAWN: KC
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<br /> � TYPICAL HOLDDOWN DETAIL @ FOUNDATION * T E � � T ° ° � S CHECKED: C. BURT
<br /> � *" 1 1J4" DIAMETER THREADED ROD FOR HOLDOWN AT NORTH WALL ONLY
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<br /> � SECTION SECTI � N SECTION
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<br /> N 3/4" = 1'-0" 3/4" = 1'-0" 3/4" = 1'-0"
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