2900 GRAND AVE 2013 PAGODA VILLAGE Plans 2022-12-02

STUD WALL PER PLAN SIMPSON A34 � 48" OC TYP, UNLESS ,�--WOOD BEAM PER PLAN � JOIST PER PLAN HANGER PER F/S5.06 SUPERCEDED BY T/SHEATHING T/SHEATHING SHEARWALL SCHED EL PER PLAN� EL PER PLAN � � � �� � � �� � � � n , � SHEATHING PER PLAN ' � �` JOIST PER PLAN -� HANGER PER WOOD BEAM PER PLAN HANGER PER �� WOOD BEAM PER PLAN F S5.06 F S5.06 -� �; � cI� q SEE N/S502 AND C/S504 „ --- TJI BLOCKING � ��; FRAMING PER PLAN ---�_ FOR TOP PLATE - 1 3/4 LSL RIM SPUCE REQUIREMENTS �oisT � 4s" oc BEAM AT EACH SIDE JOISTS AT EACH SIDE �s�✓r �� � (2) STUDS AT HEADER �� T PLATE WOOD BEAM PER PLAN JOIST PER PLAN ��`��z�ppro��,d�`'�` BEARING LOAD, UNO r EL PER ARCH � � ` 2 KING STUDS AT ALL OPNGS LESS THAN 8'-0" WOOD BEAM PER PLAN � ) SIMPSON ST2122 & (3) KING STUDS AT OPNGS GRTR THAN 8'-0" HEADER PER PLAN TYP UNO. # OF TRIM STUDS PER PLANS, (2) MIN TIGHT TO TOP PLATE AT DROPPED HEADER, WHERE OCCURS SIMPSON LSTA21 EXTERIOR WALL TYP, UNO i A v - HANGER PER /WOOD BEAM PER PLAN HANGER PER ALTERNATE �- PROVIDE TYPICAL SILL AT OPNGS FRAMING PERPENDICULAR FRAMING PARALLEL F/SS.os� F/SS.os JOIST TO BEAM CONTINUOUS RIM � � � ^ � - � � ' - - - � � �- � JOIST/HEADER AT �-- JOIST PER PLAN BEAM AT ONE SIDE JOISTS AT ONE SIDE OPENINGS PER PLAN � T/FLOOR ; EL PER ARCH � PROVIDE SOLID BLOCKING � � ,AND STIAS TO FDN BELOW � � ---� AT CONTINUOUS RIM JOIST, �� WHERE COLUMN OCCURS ABOVE � HEADER TO MATCH SILL SPLICE RIM JOIST W/ \ (2) MSTC28 STRAPS, TYP SIMPSON A35 AT EXTERIOR TYPICAL CORRIDOR FRAMING SECTION NO SCALE C TYPICALFLUSH FRAMING AT BEAM NO SCALE D TYPICAL FLUSH FRAMING AT BEAM NO SCALE � 4� -�� AT EXTERIOR WALLS AND 4'-0" MIN �, - - - - - - - EXCEEDS 6'-0" . � INTERIOR CORRIDORS UNO.- ----- � BLOCKING PER SHEAR � � WALL SCHEDULE � 1/2"� HOLE MAY BE CUT �""' JOIST PER PLAN W/ TOP TYPICAL SILL: ANYWHERE IN WEB MINIMUM DISTANCE FROM CHART MINIMUM DISTANCE FROM CHART NOTCH DEPTH AND WIDTH FLANGE HANGER AT RIM 1-2x LESS THAN 6'-0") HEADER 2-2x �6'-1" TO 10'-0") OUTSIDE HATCHED ZONE � TO BE APPROVED 6Y - - - - - - - - MINIMUM DISTANCE MINIMUM DISTANCE ENGINEER PRIOR TO d/4 MAX, NOT FROM CHART FROM CHART INSTALLATION MORE THAN 2" � 2x PRESSURE TREATED Slll UNO � � ON SHEAR WALL SCHEDULE � � � '�� T/SLAB ❑ � `.' �_ � ? N O ii ii z � ■ � „ „ � „ „ „ EL PER PLAN � � �� � � ao �� STUDS UNDER WINDOW o z c� � r- � MIN (2) STUDS AT ALL OPNGS 6" MiN, 1�-0" � � � LESS THAN 4'-0" AND 3 STUDS MAX T`fPICAL � � _ � SPACING OF HOLES � � � � � D1 2 x D2 D2 L2 2 x L2 L1 0 � NOT LESS THAN d o Q � � N Q , � FOR �ALL OPNGS GREATER THAN 5/�„� ANCH�R ��!_TS 6" � ,- I� 6" b" � 6'� � � � � m ° � _ � � • •••� 4-0 U N O O N P L A N ' 4'-0" OC TYP UNO ON `� c �- L/3 M I N �+ °' �' �' � °' , DO NOT CUT � o t� � � E N D O F S I L L P L S A T S H E A R W A L L S C H E D U L E � � � � �i FLANGES, TYP "' � ° ti � � N N JOINT OR AT NOTCH - GREATER THAN 1/3 WIDTH d = DEPTH OF JOIST, 6EAM, OR STUD. NO S: L = CLEAR SPAN OF JOIST BETWEEN SUPPORTS. 1. HOLE SIZES: 1NE SIZES GIVEN IN THE TABLE ARE HOLE SIZES, NOT DUCT SIZES. 2. MULTIPLE HOLES: WHERE MORE THAN ONE HOLE IS DESIRED, THE AMOUNT OF MINIMUM DISTANCE FROM INSIDE FACE OF SUPPORT TO NEAREST EDGE OF HOLE d�2 WOOD BETWEEN HOLES MUST EQUAL OR EXCEED TV�CE THE DIAMETER OF THE NOTES: LARGEST HOLE OR TWICE THE SIZE OF THE LARGEST SQUARE HOLE. AT END SUPPORT AT INTERIOR SUPPORT 1. NO NOTCHING PERMITTED 1N STUDS WITHOUT 3. HOLES MAY BE LOCATED 11ERTICALLY ANYWHERE 1MTHIN THE WEB. LEAVE 1/8" d/4 MAX APPROVAL FROM THE ENGINEER Of RECORD. OF WEB MINIMUM AT TOP AND BOTTOM OF HOLE. JOIST TYPE HOLE SIZE 2» 3" 4" 6 1 2" 8 7/8" 2" 3" 4" 6 1 2' 8 7 8" 4. ANY PENETRATIONS NOT MEETING THE REQUIREMENTS ABOVE MUST HAVE PRIOR HOLE TYPE � � � d APPROVAL BY THE S�'kUCTURAL ENGINEER. 11 7 8" TJI ROUND 1'-0" 1'-0" 1'-6" 5'-0" 8'-0" 2'-0� 3'-0" 4'-6" 8'-0" 12'-0" 5. THIS TABLE IS BASED ON UNIFORMLY LOADED JOISTS. PENETRATIONS SHALL NOT � BE PERMITTED AT JOISTS REC�IVING HEADERS OR SUPPORTING BEARING WALLS 11 7 8" TJI RECTANGULAR 1'-0" 2'-0" 3�-6" 7�-0" 8'-0" 3'-0" 4'-6" 6'-0" 10'-6" 12'-0" ABOVE WITHOUT PRIOR APPROVAL BY THE STRUC�IJRAL ENGINEER. / � � m TYPICAL FRAMING ELEVATION TYPICAL BEAM AND STUD PENETRATION NO SCALE K w � NO SCALE G HOLE CHART FOR TJI JOIS�` NO SCALE J � � _� �, � � Q � � � � � c� � � � � � � � � � , „ DIAPHRAM 80UNDARY NAILING � � � � FLAT 2x4 � 4-0 OC WITH (2) 16d EA END -� (4) 16d PER M/S5.09 � � � EACH END 10d TOE NAIL EA SIDE� JOIST JOIST . . • . ' NON-BEARING WALL ' • ' , r� , r �o�DAs��s WOOD COLUMN SCHEDULE �� X _ � J L CAPACITY, A z7asz � MARK SIZE GRADE KIPS REMARKS �o OPENING � ,�� , � , GISTBR � I �`r�lONAL ��', <A> (2) 2x4 DF-L #2 3.6k � 06-21-13 � V �:/ (3) 2x4 DF-L #2 7.2k �� Revisions " � ANCHOR BOLTS, � J L CO (4) 2x4 DF-L #2 9.6k �_ _�� SEE F/S5.01 FLOOR J�ST STUDS FOR SIZE AND SPACING � �. PRE-PERMIT REVIEW DO (5) 2x4 DF-L #2 12.Ok PER PLAN Q �„ Q �� DOUBLE JOISTS AT ALL JOIST HANGERS PER F/S5.06 Q�i22�2o�3 � PARALLEL TO JOISTS PERPENDICULAR TO JOISTS � � FOUR SIDES OF OPENING� PERMIT SUBMITTAL O (6) 2x4 DF-L #2 14.4k N o 06/19l2fl13 TJI BLOCKING � -- 8d T&B EA END r � � , NO S: PERMIT REPONSE FO (7) 2x4 DF-L #2 16.8k � 48" OC NOTES: 1. WHEN OPENING DIMENSION "W' EXCEEDS 4'-0", osi��r2o�s 1. DO NOT INSTALL NON-BEARING PARTITIONS UNT1L DEAD LOAD IS IN REFER TO PLANS FOR FRAMING. �G� (8) 2x4 DF-L #2 19.2k PLACE. (AT ROOF CONSTRUCTION AND W�-�ERE A DEFLECTION SPACE 12" 48" OC _ 48" OC 10" 48" OC T - HAS BEEN PROVIDED FOR THIS REQUIREMENT MAY BE WAIVED). MAX MAX MAX MAX MAX � � � 0 � ` a� � � 0 � 0 �2� 2X6 DF-L #2 5.8k TYP NON-BEARING PARTITION ON SUPPORT NO SCALE M TYP NON-BEARING WALL TOP PLATE ANCHORAGE NO SCALE N TYPICAL STUD WALL CORNER NO SCALE N TYPICAL FLOOR OP�NING PLAN NO SCALE Q � � NO (3) 2x6 DF-L #2 15.6k Q PAGODA VILLAGE � <P� (4) 2x6 DF-L #2 20.8k `r' EVERETT � .. CONNECTION FASTENING LOCATION "-' <q> (5) 2x6 DF-L #2 26.Ok N - MUD SILL PLATE TO CONCRETE FLOORS � BEARING WALLS 1/2"0x0'-9" GALV ANCHOR BOLT � 48" OC W/ 3/16x2 1/2" SQ GALV PLATE WASHERS. MIN (2) BOLTS PER PLATE GRAND & WALL STREET �, �R� (6) 2x6 DF-L #2 31.2k �1 0.145"0 GALV POWDER DRIVEN ANCHOR W 1 3 8"0 WASHER � 24" OC AND 6" FROM END OF PLATE CENTER EVERETT, WA M U D S I L L P L A T E T O C O N C R E T E F L O O R S � N O N-B E A R I N G W A L L S � � � PLATE - 1" MIN EMBED INTO CONCRETE. COORDINATE W�ITH TENDON IN POST-TENSIONING SLABS CL CONDUIT AND STRAP � _ 20 MUD SILL PLATE TO STUD � CONCRETE FLOORS (2) - 16d GALV OR (3) - .131 x3" GALV END NAILS � UO 4x4 DF L #2 5.6k (4) - 8d GALV OR (4) .131 x3" GALV TOE NAILS ' � � � TYPfCAL WOOD � V 6x6 DF-L #2 17.Ok OO SOLE PLATE TO WOOD FLOORS 16d � 16" OC OR .131x3" � 8" OC TO SOLID BLKG OR JOIST BELOW FACE NAILS (2) SIMPSON RPS28 �� 1 1/2" HOLE MAX FRAMlNG -o �� y � � �4 SOLE PLATE TO STUD � WOOD FLOORS (2) - 16d OR (3) - .131 x3 END NAILS � � i TOP PLATES DETAI LS � (4) - 8d OR (4) .131 x3" TOE NAILS i ; � � O5 LOVIIER TOP PLATE TO STUDS (2) - 16d OR (3) .131x3" END NAILS � 6O TRIMMER STUDS TO KING STUDS (1) - 16d � 24" OC OR (1) .131 x3" � 8" OC FACE NAILS . . c i � '� - o a O7 KING STUDS TO HEADERS (2� - 16d OR (2� .131 x3" T'0 EACH HEADER JOIST, (4 NAIL MIN EACH END� FACE NAILS i � � � � CRIPPLE STUDS TO HEADER (4) - 8d OR (4) .131 x3" TOE NAILS STUp � � � � � O OR OPTIONAL SOLE PLATE TO HEADER & CRIPPLE STUDS �2) - 16d OR (3) .131 x3" SOLE PLATE TO CRIPPLE STUDS END NAILS � m N�_ (2) - 16d � 16" OC SOLE PLATE TO HEADERS FACE NAILS � ¢ 1. PROVIDE 16d � 12" OC STAGGERED FACE NAILING AT EACH BUNDLED STUD. O9 ADDTIONAL TRIMMER T�0 TRIMMER STUDS (IF REQUIRED ON HEADER SCHED) (1) - 16d � 24" OC OR (1) .131 x3" � 8" OC FACE NAILS � � 2. PROVIDE NO LESS 1NAN (2) STUDS AT ALL BEAM BEARING LOCATIONS, UNO. NOTES: � � 3. COLUMNS SHALL BE FULLY SUPPORTED TO FOUNDATION OR SUPPORT BEAM. 10 ADDTIONAL KING TO KING STUDS (IF REQUIRED ON HEADER PLANS) (1) - 16d � 24" OC OR (1) .131 x3" � 8" OC FACE NAILS 1. DO NOT PENETRATE PLATES IN SHEAR WALL. Date: 06/21/2013 0 0� 4. DESIGN HEIGHT = 9 FT, TYP. 11 UPPER TOP PLATE TO LOWER TOP PLATE (1) - 16d � 16" OC OR (1) .131 x3" � 12" OC FACE NAILS „ .lob No: 113041 ,�, � 5. CAPACITIES ASSUME WEAK-AXIS BUCKLING. 12 DOUBLE TOP WALL PLATE LAP SPLICES 48" MIN PLATE SPLICE W 8 - 16d OR 12 - .131x3" NAILS EA SIDE OF JOINT 2• ANY PENETRATION GREATER THAN 1 1/2 � � � 0 /( ) ( ) FACE NAILS LAP SPLICE MUST BE APPROVED & COORDINATED WITH � � 13 TOP PLATE LAPS � INTERSECTIONS (2) l6d OR (3) .131 x3" FACE NAILS ENGINEER. Drawing No. � `� � 14 BUILT-UP 2x6 HEADER TO PLY'WOOD SPACER PLATES (2) 16d OR (2) .131 x3" � 12" EA SIDE FACE NAILS g �; 15 KING STUD TO BEAM (4) 16d, (4) .131 x3" OR (2) SDS 1/4x2 1/2 EA SIDE FACE NAILS OR SCREWS s�■01 � � � .%- � � � � � � �r=� � " WOOD COLUMN SCHEDULE NO SCALE R FASTENING SCHEDULE (IBC TABLE 2304.9.1 ) NO SCALE U TYPICAL PIPE PENETRATION DETAIL NO SCALE V