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� a�-o° IBC 2015 TABLE 2304.10.1 FASTENING SCHEDULE
<br /> � � NOTE: SEE ARCH.FOR STAIR DIMENSIONS 0.148"DIA.x3 1/4"
<br /> � �� (20)16d AND BLOCKING REQUIREMENTS. AT 4"OC �- CONNECTION FASTENING (a) LOCATION
<br /> � � ____ L=HORIZONTAL RUN STAGGERED
<br /> I
<br /> � � � � � � TOP PLATE 2x12 STRINGERS FOR L<$4" ROOF �
<br /> � % � � � 1 3/4x14 LVL STRINGERS FOR 84"<L< 140" SIMPSON LSSU28 1. BLOCKING BETWEEN CEILING (3) 8d COMMON (2 1l2"X 0.131"); OR EACH END,TOENAIL
<br /> w , ; � JOISTS,RAFTERS OR TRUSSES TO TOP (3) 3"X 0.131 NAILS
<br /> w ' PLATE OR OTHER FRAMING BELOW I V o
<br /> w � � _ _ _ _ _ _ - _ - BLOCKING BETWEEN RAFTERS OR (2) Sd COMMON (2 1/2"X 0.131") EACH END, TOENAIL Z �
<br /> � TOP PLATE TOP PLATE
<br /> � SPLICE SEE � BEYOND \ � �/ -I TRUSSES NOT AT THE WALL TOP PLATE, (2) 3"X 0.131" NAILS �
<br /> � �
<br /> o \ i� TO RAFTER OR TRUSS �
<br /> z 8/S 11.1 A � � x '` �' �
<br /> O HEADERS HEAD S - - - - - - - - - - - - - - - ' BLOCKING BETWEEN RAFTERS OR (2) 16d COMMON (3 1/2"X 0.162") EACH END i � � � � �
<br /> Y PANEL BLOCKING (2)2X8 MIN.AT 2X4 WALLS AT NO BEARING LLS - - - - - � - - - � TJ�PER PLAN TRUSSES NOT AT THE WALL TOP PLATE, (3) 3"X 0.131" NAILS L. � � •
<br /> v AS REQ. (2)2X8 MIN.AT 2X8 WALLS (2)2X6 IN. - T�- - -I � - WALL STUD TO RAFTER OR TRUSS �
<br /> m TYPICAL U.N.O. � I � o �
<br /> z I T DS S E C U R E W/ � � � PSL 3 1/2x14 FLAT BLOCKING TO TRUSS AND WEB 16d COMMON (3 1/2"X 0.161")AT 6"OC FACE NAIL � °' `v
<br /> ._ •- co
<br /> S U (2) 16d AT 4"O.C. �-� I I I I STRINGERS LANDING
<br /> FILLER 3"X 0.131" NAILS AT 6"OC ' �cn � E
<br /> � AT 16"O.C. ��
<br /> _ C o
<br /> � �
<br /> p TYP. U.N.O. (1)TRI MER STU IN. � I I I 1 3/4"VERIFY 2. CEILING JOISTS TO TOP PLATE (3)8d COMMON (3 1/2"X 0.131"); OR EACH JOIST,TOENAIL I I W �, Q,
<br /> � AT NO BEARING ALLS \ � � � (3) 3"X 0.131" NAILS � � = N �
<br /> Q FACE NAIL W! � � 2X SQUASH BLOCK 3 � �.__
<br /> � KING STUD �� STUDS ,i , ,' �, NAIL W/(2) 16d @ 4"O.C. 3. CEILING JOIST NOT ATTACHED TO (3) 16d COMMON (3 1/2"X 0.162"); OR FACE NAIL V Y � �
<br /> w� (2)16d AT 4"O.C. I I I i �;, ; � STAGGERED PARALLEL RAFTER, LAPS OVER (4) 3"X 0.131" NAILS � Z � �
<br /> a ', TYPICAL TOP PLATE SPLICE NOTES: I I I I '"; ; ; PARTITIONS(NO THRUS� (SEE SECTION � o � 3
<br /> Z TRIMMER STU 1. SPLICE AND NAIL TOP PLATES SHAOWN AT ALL EXTERIOR, I I I �"� "n'" 2308.7.3.1, TABLE 2308.7.3.1) i i � � N 3
<br /> AT BEARING WALLS P L U M B I N G,P A R T Y A N D S H E A R W A L L S A T E A C H F L O O R L E V E L �
<br /> g ' (2)AT OPENINGS 5'-0"&LESS I I I I
<br /> a j AND AT ROOF. WALL PER BEARING 4. CEILING JOIST ATTACHED TO PARALLEL PER TABLE 2308.7.3.1 FACE NAIL �
<br /> (3)AT OPENINGS 6'-0"&GREATER � � � � 1 3/4"VERIFY �
<br /> I W=WIDTH I WALL SCHEDULE RAFTER(HEEL JOINT) (SEE SECTION
<br /> TYPICAL U.N.O. 2. PROVIDE(2)LSTA 36 STRAP W/(26) 10d NAILS ONE EACH SIDE l. l. 2308.7.3.1, TABLE 2308.7.3.1) �
<br /> WHERE DRILLED HOLES EXCEED THE FOLLOWtNG: A (3)STRINGERS FOR W<42"
<br /> 1"FOR 2x4 (4)STRINGERS FOR 42"<W<48" 5. COLLAR TIE TO RAFTER (3) 10d COMMON (3"X 0.148"); OR FACE NAIL
<br /> 3"FOR 2x6 WALL PLATES,CENTER ALL HOLES MIN. EDGE DISTANCE= 1 1/4". ELEVATION AT WALL (4) 3"X 0.131" NAILS
<br /> SCALE: 3/4"= 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" SECTION A-A AT WALL SCALE: 3/4"= 1'-0" 6. RAFTER OR ROOF TRUSS TO TOP PLATE (3) 10d COMMON (3"X 0.148");OR TOENAIL ; N
<br /> ' PLI E TYPICAL STAIR FRAMING AT WALL TYPICAL BLOCKING AT BUNDLED STU LSEESECTION2308.7.5,TABLE2308.7.5) �4> 3��X0.131�� NAILS ���?�T �
<br /> TYPICAL HEADERATWALL TYPICALTOP PLATE S C 4 � � ����.�JJ �
<br /> '� � ���� � � � 7. ROOF RAFTERS TO RIDGE VALLEY OR HIP (2) 16d COMMON (3 1l2"X 0.162");OR END NAIL �w ��' �����,y �
<br /> RAFTERS; OR ROOF RAFTER TO 2-INCH (3) 3"X 0.131" NAILS o % c �r _,
<br /> ��� � (2) 10d AT 6 O.C. � 1�. � .��� �,
<br /> � EXTERIOR BEARING SUPPORT RIDGE BEAM � ' �I%
<br /> ' � � ��
<br /> _. NOTE: �` WALL � �° �
<br /> � BLOCKlNG AT PERPENDICULAR WALL ��`��,-, �� � �
<br /> \ � � � I I � � I I \ � I 8. STUD TO STUD 16d COMMON (3 1/2"X 0.162"); 24�;OC FACE NAIL �J �� ,'`� ��
<br /> � NOT SHOWN FOR CIARITY. I I I � I I � ROOFlFLOOR SHEATHING NOTES: (NOT AT BRACED WALL PANELS) 3°X 0.148 NAILS 16 OC FACE NAIL -
<br /> � ; _ SEE DETAILS THIS SHEET. I \ � � I I � � I I � � I I � � I I O � � I 1. BOUNDARY NAILING(B.N.)AT ROOF/FLOOR PERIMETER,AT ALL CONTINUOUS PANE�EDGES.
<br /> ' RIM/BLOCKING I � �1 � I I � �I I� � I � � I 9. STUD TO STUD AND ABUTTING STUDS AT 16d COMMON (3 1/2"X 0.162");OR 16"OC FACE NAIL
<br /> TJI PER PLAN � TJI PER PLAN STRAP TO TJI PER SHEARWALL SCHEDULE I � ' \ � � I I I 2. EDGE NAILING(P.E.N.)AT ALL EDGES OF ALL PLYWOOD SHEETS AT SUPPORTS AND AT INTERSECTING WALL CORNERS
<br /> � NAILS LEAVE� � I I � � I I � I I � � � (AT BRACED WALL PANELS) f
<br /> , � � � INTERIOR SHEARWALLS. :
<br /> �� PARALLAM BEAM I I \ � / I I \ � 3 / � 3. INTERIOR FIELD NAILING(F.N.)12"O.C.AT ALL BEARING SUPPORTS. 10. BUILT-UP HEADER(2"TO 2"HEADER) 16d COMMON (3 1/2"X 0.162") N6�"OC EACH EDGE, FACE Q, \' N' N�
<br /> il 2 3/8"MIN.END � � � 1 1/4"MAX.GYPCRETE I � I I I I I I I I I
<br /> � � � � F-� rn o oi
<br /> , Simpson Strong-Tie Joist Hangers DISTANCE \ � I � / I I � I I � I I � I�O I
<br /> � 0 m i rn
<br /> I CONNECTOR NOTES � I I \ � I' / i I \ � K � I 4. SEE PLANS FOR PLYWOOD THICKNESS AND NAILWG SCHEDULE. 11. CONTINUOUS HEADER TO STUD (4) 8d COMMON (2 1/2°X 0.131") TOENAIL � � �
<br /> � JOIST SIZE HANGER TYP NAILING � � � o 0 0
<br /> � � I I � � I I � � I 12. TOP PLATE TO TOP PLATE 16d COMMON (3 1/2"X 0.162")OR 16"OC FACE NAIL
<br /> 1.NAIL THE TJI'S SPECIAL BEN-TAB W/ �, � I � � I I � I I � 5. LONG DIMESION OF PLYWOOD SHALL RUN PERPENDICULAR TO TRUSS SYSTEM FRAMING
<br /> '� 10d X 1 1l2 NAILS VERTICALLY INTO THE � I � � I I � � I I � � I I � � I I \ � AND FLOOR FRAMING. 3"X 0.131" NAILS 12"OC FACE NAIL
<br /> ' BOTTOM FLANGE OF THE JOIST. 11 7(8"TJI 210 IUS2.06/11.88 FACE(10)10d � � � � � � \ � � � � � 13. TOP PLATE TO TOP PLATE,AT END (8) 16d COMMON (3 1/2"X 0.162") OR EACH SIDE OF END JOINT,
<br /> I \ � I I � ' I I � � I I � ' I I � � I 6. MINIMUM EDGE DISTANCE FOR NAILS SHALL BE 3/8". JOINTS (12) 3"X 0.131" NAILS FACE NAIL(MINIMUM 24"
<br /> 2.JOIST SHALL BEAR COMPLETELY ON HU2.1/11 FACE(16) 16d � - LAP SPLICE LENGTH EACH
<br /> THE CONNECTOR SEAT.THE GAP 11 7/8"TJI 210 SKEWED LEFT/RIGHT JOIST(6)10tl X 1 1/2 JOIST OR BEAM �� I \ �L� � I I � � I\ � � I�^O \ � � 7. MINIMUM PLYWOOD SHEET SIZE SHALL BE 2'-0"X 4'-0". SIDE OF END JOIN� �
<br /> � �
<br /> ' BETWEEN THE JOIST END AND THE ALIGN WNVALL � I � � I I � \ I I � � I I � � I I � � I 14. BOTTOM PLATE TO JOIST, RIM JOIST, 16d COMMON (3 1J2"X 0.162"); OR 16"OC FACE NAIL Z � O Z
<br /> I� HEADER SHALL NOT EXCEED 1l8" FACE(20)16d I � I I � I I � I I � I I � I 8. NAILS SHALL NOT BE OVER DRNEN. „ „ O I
<br /> (2)11 7/8"TJI 210 MIU4.28/11 � � � � � BAND JOIST OR BLOCKING (NOT AT 3 X 0.131 NAILS 12"OC FACE NAIL N! � O
<br /> I JOIST(2) 10d X 1 1/2 MSTI36 - - - - - - - - 9. DIAPHRAGM PANEL EDGE NAILING TO BLOCKING RE:PLAN AND DETAIL 1S/S9.01. BRACED WALL PANELS) >! w � �i
<br /> � W!(13)0.148"D I A.x 3" 15. BOTTOM PLATE TO JOIST, RIM JOIST, (2) 16d COMMON (3 1/2"X 0.162"); OR 16"OC FACE NAIL � z U �
<br /> TO TOP PLATE& O BAND JOIST OR BLOCKING AT BRACED (4} 3"X 0.131" NAILS i � O F=
<br /> FACE(6) 16d (13)0.131"DAI.x2.5" H ►- �
<br /> 2 X 8 U26 JOIST(4) 10d X 1 1/2 TO JOIST OR BEAM, WALLO PANELS � Q �� �
<br /> SIMILAR AT ROOF
<br /> TYPICALATALL� 16. STUD TO TOP OR BOTTOM PLATE (4) 8d COMMON (2 1/2"X 0.131"); OR TOENAIL � p m a
<br /> II i S H E A R W A L L S. (3) 3"X 0.131" NAILS ; �� � p
<br /> ! 1.5 X 11.875 LSL U210 FACE(6)10d ; O � �;
<br /> U210 SKEWED JOIST(6) 10d X1.5" NOTE: STUD TO TOP OR BOTTOM PLATE (2) 16d COMMON (3 1/2"X 0.162"); OR END NAIL
<br /> SHEATHING NOT SHOWN (3) 3"X 0.131" NAILS
<br /> �I SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" FOR CLARITY. SCALE: 3/4" = 1'-0" 17. TOP OT BOTTOM PLATE TO STUD (2) 16d COMMON (3 1/2°X 0.162"); OR END NAIL , z , ,_ �
<br /> (3) 3"X 0.131" NAILS a w' u' -
<br /> i � 6 �� TYPICAL CONNECTION at WOOD BEAM 7 � TYPICAL SHEARWALL STRAP g ROOFIFLOOR SHEATHING LAYOUT 18. TOP PLATES, LAPSATCORNERSAND (2) 16d COMMON (3 1/2��X 0.162��,; oR FACE NAIL �---- , .. -- �
<br /> � � � ,.
<br /> INTERSECTIONS (3) 3"X 0.131 NAILS I - cn
<br /> Q' ' w ao rn
<br /> 19. 1"BRACE TO EACH STUD AND PLATE (2) 8d COMMON (2 1!2°X 0.131"); OR FACE NAIL � o' �� Q N � -
<br /> � (2)16d AT 8"OC � � Q � �" o c� o m
<br /> (2) 3"X 0.131" NAILS � w � M W � o 0 6' o
<br /> �
<br /> P.E.N. MARK HANGER TYPE TOP FACE JOIST BEAM/JOIST 20. 1"X 6"SH E A T H I N G T O E A C H B E A R I N G (2) 8 d C O M M O N (2 1/2"X 0.1 3 1") F A C E N A I L w cn � �
<br /> � J � - �
<br /> 16d AT 8"OC
<br /> w
<br /> SHEATHING �
<br /> P.E.N. �� �� - � _
<br /> �� m c� o ¢ , >-
<br /> � � .. .. .
<br /> EACH SIDE w
<br /> PER SHEARWALL FB-3 HUC 412-SDS 14 1/4 X 21/2 SDS 6 1/4"X 21/2 SDS LSL 3 1/2 x 11 7/8 �� �� O Z Q v , o 0 o w �
<br /> Q � ) � ) I
<br /> X AND WIDER SHEATHING TO EACH 3 8d COMMON 2 1/2"X 0.131" FACE NA�
<br /> „ , 21. 1 8 ) ( ) w c.� �n � x cn o c.� n_ o
<br /> p�qN 16d AT 8 OC
<br /> ( �
<br /> � EACH SIDE TYP. BEARING
<br /> �' FLOOR �
<br /> 1
<br /> � FB-9 HUC610 ------- (18)0.162"DIA.x 3 1/2° (S)0.162"DIA.x 3 1/2" GL 5 1/2 x 6 GLUE&SCREW HARDWOOD SHIM 22. JOIST TO SILL, TOP PLATE, OR GIRDER (3) 8d COMMON (2 1/2"X 0.131"); OR TOENAIL
<br /> � 3"X 0.131" NAILS •
<br /> J-6 LUS26 ------- (4)0.148"DIA.x 3" (4)0.148"DIA.x 3" 2 X 6
<br /> � 12A 23. RIM JOIST, BAND JOIST, OR BLOCKING TO 8d COMMON (2 1/2"X 0.131"); OR 6"OC, TOENAIL
<br /> � EXTERIOR WALL J-7 LUS26-2 ------- (4)0.162"DIA,x 31/2" (4}0.162"DIA.x 3 1/2° (2)2 X 6 TOP PLATE, SILL OR OTHER FRAMING 3"X 0.131" NAILS i
<br /> i P.E.N. 16d AT 8"OC � (2) 16d AT 8"OC
<br /> / 24. 1"X 6°SUBFLOOR OR LESS TO EACH... (2) 8d COMMON (2 1J2"X 0.131") FACE NAI� I
<br /> � (2)16d AT 8"OC -'� P.E.N. � �-- P.E.N. 25. 2" SUBFLOOR TO JOIST OR GIRDER (2) 16d COMMON (3 1/2"X 0.162") FACE NAIL
<br /> : P.E.N.
<br /> � WTERIOR WALL P'E'N� 26. 2"PLANKS (2) 16d COMMON {3 1/2°X 0.162") EACH BEARING, FACE NAIL
<br /> �- (PLANK NAD BEAM-FLOOR AND ROOF)
<br /> EXTERIOR WALL HANGER SCHEDULE NOTES: 27. BUILT-UP GIRDERS AND BEAMS, 2" 20d COMMON (4"X 0.192") 32"OC, FACE NAIL AT TOP
<br /> ; � /�/ (2) 16d AT 8"OC 1. HANGERS SHALL BE AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY, INC. LUMBER LAYERS AND BOTTOM STAGGERED
<br /> 11A 16d AT 8"OC � P E N (2) 16d AT 8"OC 2. USE ALL SPECIFIED FASTENERS. ON OPPOSITE SIDES
<br /> I 3. BEAM MUST BE CUT TO FIT SECURELY AGAINST HEADER AND BEAR COMPLETELY ON THE CONNECTOR SEAT.
<br /> � - ; %� 4. ALLOW 1l16"CLEARANCE BETWEEN THE END OF TJI JOIST AND SUPPORT MEMBER OR HANGER. -
<br /> , k (2) 16d AT 8"OC � (2)16d AT 8"OC 3"X 0.131" NAILS 24"OC, FACE NAIL AT TOP
<br /> AND BOTTOM STAGGERED
<br /> ON OPPOSITE SIDES '^
<br /> P.E.N. �
<br /> 11B 12B 12C F (2)20d COMMON (4"X 0.192"); OR END JOIST OR RAFTER, � ��
<br /> - - \� (3) 3"X 0.131" NAILS FACE NAIL � •r�
<br /> V 28. LEDGER STRIP SUPPORTING JOISTS OR (3) 16d COMMON (3 1/2"X 0.162"); OR FACE NAIL
<br /> /
<br /> : �
<br /> �_E: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" RAFTERS (4) 3"X 0.131" NAILS ' �,
<br /> SCAL � BEAM HANGER SCHEDULE
<br /> ; 11 � TYPICAL CORNER STUD FRAMING 12 ' PLAN VIEW 13 N2AI S COMMON (3)3��X0.131�� FACENAIL �
<br /> I SHEATHING PER 29. JOIST TO BAND JOIST OR RIM JOIST (3) 16d COMMON (3 1/2"X 0.162"); OR END NAIL �
<br /> ' (3) 10d SHEARWALL (4) 3"X 0.131"NAILS
<br /> LSTA24 STRAP CL POST --��j RENARCH. SCHEDULE
<br /> CL POST � 1 1/4"GYPCRETE ---� 30. BRIDGING OR BLOCKING TO JOIST, (2) 8d COMMON (2 1/2"X 0.131"); OR EACH END, TOENAIL
<br /> � W/(18) 10d NAILS � RAFTER OR TRUSS (2) 3"X 0.131" NAILS
<br /> I CONT.9 GAGE WIRE BRICK VENEER � �
<br /> � � TJI PER PLAN \ �� 31. WOOD STRUCTURA� PANELS TO SEE SHEARWALL SCHEDULE SEE SECTION06160
<br /> U.N.O. ,
<br /> '� FRAMING SUBFLOOR TO FRAMING STRUCTURAL NOTES
<br /> STUD WALL �-3/8 EXPANSION . �� �
<br /> , GAP AT EACH FLOOR, a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE NOTED OTHERWISE.
<br /> = RE: PLAN 'a"'
<br /> I / j' I I i L 5X5X3/8 ANGLE W/ b. FASTENING SCHEDULE BASED ON IBC TABLE 2304.10.1 AND PROVIDES THE MINIMUM NAILING REQUIRED. �,
<br /> � , o - #315-BT 5/8"DIA.THRU BOLTS WHEN SPECIFIED ELSEWHERE IN THESE PLANS PROVIDE NAILING AS SPECIFIED. SEE IBC FOR COMPLETE �
<br /> � , e � W/BYNA TIE AT 18"O.C. NAILING SCHEDULE. ; � �
<br /> � e °II , p ' W/SEISMICLIP AT 16"OC(MAX.) i ;
<br /> "' ° ��o ° EACH WAY IN VERT./HORIZ. '�' Q,j �--�
<br /> z _ II _ TJI BLKG.@ 48"O.C. � �-,
<br /> � ' BEAM SIMPSON A35F PER � � � N
<br /> �I 1 3/4°LSL TIMBERSTRAND SHEARWALL SCHEDULE � �
<br /> � RE: PIAN
<br /> m , BEAM � SIMPSON CCQ-SDS2.5 COLUMN CAP RIM JOIST.DBL.. RIM JOIST MIN.AT 24"O.C. � �'' � �
<br /> � , RE:PLAN W/(16)SDS25212 TO BEAM SIMPSON ECCQ-SDS2.5 COLUMN CAP / � ' �
<br /> °' ' Lintei Schedule LINTEL PER
<br /> � � &(14)SDS25212 TO POST W/(14)SDS25212 TO BEAM � �
<br /> � � &(14)SDS25212 TO POST
<br /> SECTION SCHEDULE � � � ;
<br /> � LENGTH SIZE O � �
<br /> w NOTE: 4'-0" L 31/2 X 31/2 X 5/16 O �, � a-;
<br /> DW-10-X,#315-BT,BYNA-TIE,
<br /> 6'-0" L 4 X 31/2 X 5/16 �-+ �
<br /> � ' &SEISMICLIP SHALL BE AS PARALLEL �--+ �
<br /> � I WOOD POST MANUFACTURED BY HOHMANN � N �
<br /> &BARNARD OR EQUAL. $�-��� L 5 X 3112 X 5116 � �
<br /> �
<br /> � RE:PLAN 10'-0" L 6 X 3112 X 5/16 N W
<br /> o -
<br /> �
<br /> I
<br /> � NOTE: 12'-0° L 6 X 31/2 X 1/2
<br /> � j WATERPROOFING&WEEP HOLES 14'-0° L 6 X 3112 X 1/2
<br /> � V ',
<br /> � PER ARCHITECT.
<br /> 0
<br /> N � P�N 16'-0" L 7 4
<br /> ..
<br /> � �o SCALE: 3/4"= 1'-0" SCALE: 3!4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" NOTE: MIN.6"BEARtNG REQUIRED ,
<br /> ,v, t
<br /> N � ' 16 ' TYPICAL BEAM TO POST CONNECTION �l TYPICAL BEAM TO POST CONNECTION � g TYPICAL VENEER ATTACHMENT � g TYPICAL BRICK VENEER ATTACHMENT �
<br /> � � ___
<br /> c%� U -
<br />
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