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NAILING SCHEDULE: TABLE R602.3(1 � 2015 IBC i
<br /> �
<br /> 3-16d COMMON OR SPECIAL INSPECTIONS:
<br /> ! 4-8d BOX OR 26 BAND OR RIM JOIST TO JOIST END NAIL 4-10d BOX OR
<br /> � BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOENAIL 2-8d COMMON OR 4-3"X 0.131" NAILS OR
<br /> 1
<br /> 3-10d BOX OR 4-3"X 14 ga STAPLES, TABLE 1705.3 2015 IBC
<br /> ' 3-3"X 0.131" NAILS 7/16" CROWN REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION
<br /> BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS NAIL EACH LAYER 4-8d BOX OR
<br /> 4-8d BOX OR 2� 32"OC AT TOP &
<br /> 2-8d COMMON OR 2-8d COMMON OR VERIFICATION AND INSPECTION FREQUENCY REF.STANDARD IBC REFERENCE
<br /> 2 CEILWG JOISTS TO PLATE, TOENAIL 3-10d BOX OR BOTTOM, STAGGERED 3-10d BOX OR
<br /> 3-3"X 0.131" NAILS ON OPPOSITE SIDES 3-3"X 0.131" NAILS PERIODIC 1909.1
<br /> #4.INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. ACI 318,3.8.6,8.1.3,
<br /> 4-16d BOX OR 2�'2.8
<br /> � 4-10d BOX OR LEDGER STRIP SUPPORTING JOIST OR RAFTERS
<br /> CEILING JOISTS, LAPS OVER PARTITIONS, FACENAIL 28 AT EACH JOIST OR 3-16 d COMMON OR �
<br /> 3 RAFTER, FACE 4-10d BOX OR �
<br /> SEC 5802.3.1 AND R802.3.2 AND TABLE R802.5.1 (9) 3-16 d COMMON OR NAIL 4-3��X 0.131�� NAILS SEE ICC EVALUATION REPORT ESR-1545 FOR HILTI EXPANDING SHIELD ANCHOR AND SEC 4.4 SPECIAL INSPECTION OF THE REPORT. !
<br /> 4-3"X 0.131" NAILS
<br /> 2- 'I Od REPORT REQUIREMENTS: I
<br /> 29 BRIDGING TO JOIST EACH END , TOE NAIL
<br /> 4 CEILING JOISTS TO PARALLEL RAFTERS, FACENAIL I
<br /> TABLE R802.5.1.(9) DAILY REPORTS:
<br /> SEC 5802.3.1 AND R802.3.2 AND TABLE R802.5.1 (9) THE REGISTERED SPECIAL INSPECTOR SHALL SIMMEDIATELY REPORT ALL IRREGULARITIES,SUBSTITUTION OF MATERIALS,AND VIOLATIONS TO
<br /> THE CONTRACTOR FOR CORRECTION,THEN IF UNCORRECTED,TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE AND TO THE
<br /> BUILDING OFFICIAL. AT THE CONCLUSION OF EACH INSPECTION,THE REGISTERED SPECIAL INSPECTOR SHALL SUBMIT A REPORi TO THE REGISTERED DESIGN PROFESSIONAL �
<br /> 4-10d BOX OR IN RESPONSIBLE CHARGE AND OWNER RELATIVE TO THE PORTION OF THE WORK INSPECTED,STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION ;
<br /> COLLAR TIES TO RAFTERS WAS,TO THE BEST OF HIS/HER KNOWLEDGE,IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP ;
<br /> 5 3-10d COMMON OR PROVISIONS OF THIS CODE AND RELATED STANDARDS. THE REPORT SHALL BE SIGNED BY THE REGISTERED SPECIAL INSPECTOR.
<br /> ; 4-3��X 0.131�� NAILS ONE COPY OF THE REPORT SHALL BE SUBMITTED TO THE BUILDING OFFICIAL BY THE APPROVED INSPECTION OR TESTING AGENCY NO LATER THAN ONE WEEK
<br /> " � FACE NIAL OR 1 1l4��X 20 GA RIDGE STRAP TO RAFTER FROM THE DATE OF THE INSPECTION AND SHALL BE FILED IN THE RECORDS OF THE AGENCY'S OFFFICE. ONE COPY OF THE REPORT SHALL BE LEFT AT TFiE JOB SITE BY THE SPECIAL INSPECTOR. THE SPECIAL
<br /> INSPECTOR SHALL ALSO PROVIDE,AS DIRECTED BY THE BUILDING OFFICIAL OR BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OR OWNER,SUCH OTHER INFORMATION AS IS REQUIRED DURING
<br /> DESCRIPTION OF BUILDING ELEMENT NUMBER AND SPACING OF FASTENERS HIS/HERASSIGNED EMPLOYMENT.
<br /> i 3-16d BOX OR TYPE OF FASTENER FINAL REPORT
<br /> 6 RAFTER OR ROOF TRUSS TO PLATE, THE INSPECTION OR TESTING AGENCY SHALL SUBMIT A FINAL SIGNED REPORT LISTING THE SCOPE OF REQUIRED INSPECTION AND STATING WHETHER ALL WORK REQUIRING SPECIAL INSPECTION WAS,TO THE BEST OF THE
<br /> 2 TOE NAILS ON ONE SIDE AND1 TOE NAIL 3-10d COMMON OR �a, b, C� EDGES INTERMEDIATE AGENCY'S KNOWLEDGE,INSPECTED AND REPORTED AS SPECIFIED ON CONSTRUCTION DOCUMENTS.
<br /> ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS 4-10d BOX OR h SUPPORTS
<br /> 4-3"X 0.131" NAILS � � (c, e) NOTIFICATION: �
<br /> THE OWNER OR AN AUTHORIZED AGENT IS RESPONSIBLE FOR NOTIFYING THE SPECIAL INSPECTOR WHEN CONSTRUCTION ACTIVITY IS SCHEDULED THAT REQUIRES SPECIAL INSPECTION.
<br /> WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR
<br /> 4-16d BOX OR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL
<br /> 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP TOE 3-10d COMMON OR SHEATHING TO FRAMING
<br /> NAIL 4-10d BOX OR (SEE TABLE R602.3(3) FOR WOOD STRUC. PANEL AT EXT.WALL
<br /> i
<br /> 4-3"X 0.131" NAILS I
<br /> END 3-16d BOX OR 30 3�8„ _ ,��2„ 6d COMMON (SUBFLR, WALL) ' 12 f �
<br /> NAIL 2-16d COMMON OR 6
<br /> ' 3-10d BOX OR 8d COMMON (ROOF) i
<br /> 3-3"X 0.131" NAILS
<br /> f
<br /> 24° oc 31 19/32" - 1" sa connnnoN 6 12
<br /> ' FACE 16 d COMMON
<br /> ' 8 DOUBLE STUDS, FACE NAIL (NOT AT BRACED WALL PANELS)
<br /> ' 16" OC 10d BOX
<br /> 3"X 0.131" NAILS 10d COMMON OR
<br /> � 12" OC FACE 16d BOX OR 32 1 1/8" - 1 1 1/4�� 8d DEFORMED NAIL
<br /> STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS 3"X 0.131" g 12
<br /> 9 (AT BRACED WALL PANELS)
<br /> 16" OC �6 d COMMON �
<br /> �
<br /> � OTHER WALL SHEATHING (g) a
<br /> i .
<br /> 16" OC EACH �
<br /> a�
<br /> EDGE FACE 16 d COMMON 33 1/2"STRUCTURAL CELLULOSTIC FIBERBOARD SHEATHWG 1 1/2" GLAV ROOFING 3 �
<br /> 10 BUILT-UP HEADER , TWO PIECES W/ 1/2" SPACER OR NAIL, 7/16" HEAD DIA, 6 �i
<br /> CONTINUED HEADER, TWO PIECES OR 1° CROWN STAPLE
<br /> 12" OC EACH 16 d BOX �
<br /> EDGE FACE 16ga, 1 1/4" LONG i
<br /> 1 3/4" GLAV ROOFING (
<br /> 5-8d BOX OR NAIL, 7/16" HEAD DIA, 3 6 �
<br /> 4-8d COMMON OR 34 25/32"STRUCTURAL CELLULOSIC FIBERBOARD SHEATHING OR 1" CROWN STAPLE
<br /> �� CONTINUOUS HEADER TO STUD, TOENAIL 4-10d BOX 16ga, 1 1/4" LONG
<br /> 35 1/2"GYSUM SHEATHING (d) 1 1/2" GALV ROOFING NAIL 7 7 "� �
<br /> 16" OC 16 d COMMON STAPLE GALV: 1 1/2" LONG �
<br /> ; 12 TOP PLATE TO TOP PLATE
<br /> 1 1/4"SCREWS, TYPE W OR S
<br /> ; 10d BOX gg 5/8"GYSUM SHEATHING (d) 7 7 a
<br /> ; 12" OC FACE 1 3/4" GALV ROOFING NAIL
<br /> z
<br /> 3"X 0.131" STAPLE GALV: 1 5/8" LONG
<br /> ; FACE NAIL ON 8'16d COMMON OR 1 5/8°SCREWS, TYPE W OR S
<br /> ; DOUBLE TOP PLATE SPLICE FOR SDCs A-D@ WITH SEISMIC EACH SIDE OF 12-16d BOX OR
<br /> ; 13 BRACED WALL LINE SPACING LESS THAN 25 FEET END JOINT 12-10d BOX OR WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
<br /> �
<br /> i 12-3"X 0.131" NAILS �
<br /> 24"LAP 6d DEFORMED NAIL OR � � tj O
<br /> DOUBLE TOP PLATE SPLICE FOR SDCs Do, D1 OR D2 AND SPLICE „ 8d COMMON c'� �� r�, o
<br /> BRACED WALL LINE SPACING GREATER THAN 25 FEET LENGTH 12- 16d 37 3/4 AND LESS 6 12 �, > � o
<br /> 16d COMMON � � � � � !
<br /> BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING 16" OC 8d DEFORMED NAIL OR �2 U Cl ' � '
<br /> (NOT AT BRACED WALL PANELS) 38 7I8�� - ��� 6 `� _
<br /> 3-16d BOX OR 8d COMMON � V
<br /> � - N I
<br /> � V - LL �
<br /> �
<br /> (6 �N i `6 <C O I
<br /> O �/ L� � U L�. ' .
<br /> 14 2-16d COMMON OR „ _ „ 8d DEFORMED NAIL OR ;
<br /> 4-3"X 0.131" 10d COMMON �2 ;
<br /> �2�� OC FACE 39 1 1/8 1 1/4 6
<br /> �
<br /> �
<br /> Q
<br /> 3 EACH 16" OC 3- 16 d BOX OR a. NAILS FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MIN AVERAGE BENDING �
<br /> 15 BOTTOM PLATE TO JOIST, RIMJOIST, BAND JOIST OR BLOCKING i YEILD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIA OF 0.192 INCH, (20d COMMON), 90 KSI FOR SHANKS LARGER TNAN t�—� �
<br /> (AT BRACED WALL PANELS) 2 EACH 16" OC 2 -16 d COMMON OR 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 KSI FOR SHANK DIA OF 0.142 OR LESS. � �
<br /> � rn� �
<br /> 4 EACH 16" OC 4-3"X 0.131" b. STAPLES ARE 16 WIRE AND HAVE A MW 7/16" ON DIAMETER CROWN WIDTH. � T � � � m � i '.
<br /> 4-8d BOX OR � � � �, �
<br /> TOP OR BOTTOM PLATE TO STUD c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 WCHES ON CENTER AT ALL SUPPORTS AT SPANS 48"OR GREATER. _° = � y �_ �
<br /> 16 3-16d BOX OR
<br /> TOE NAIL 4-8d COMMON OR � ; U � �> �
<br /> � � .�
<br /> �
<br /> 4- 10d BOX OR d.4 FT X 8 FT OR 4 FT X 9 FT PANELS SHALL BE APPLIED VERTICALLY. ;
<br /> 4-3"X 0.131" NAILS
<br /> e. SPACEING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3(2)
<br /> TOP PLATES, PAPS AT CORNERS AND INTERSECTIONS 3-10d BOX OR
<br /> �� FACE NAIL 2-16d COMMON OR f. WHERE THE ULTIMATE WIND SPEED IN 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUC PANEL ROOF SHTH'G
<br /> 3-3"X 0.131" NAILS �
<br /> TO GABEL END WALL FRAMING SHALL BE SPACED 6" ON CENTER.
<br /> �
<br /> ' g. GYPSUM SHEATHWG SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. � U} ��..
<br /> 1 " BRACE TO EACH STUD AND PLATE 3-8d BOX OR FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C 208 W � �
<br /> FACE NAIL
<br /> �g 2-8d COMMON OR {� � � �
<br /> 2 10d BOX OR h. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING W �
<br /> � � °� �- �
<br /> 2 STAPLES 1 3/4" MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACWG OF FASTENERS ON ROOF SHTH'G � � � �
<br /> PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF '
<br /> 1"X 6" SHEATHING TO EACH BEARING 3-8d BOX OR ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT � � �
<br /> 3
<br /> �9 FACE NAIL 2-$d COMMON OR AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR � � � � '
<br /> ' 2 10d BOX OR SOLID BLOCKING.
<br /> 2 STAPLES 1" CROWN C�] c J t� � I
<br /> I
<br /> 16 ga, 1 3/4" LONG i. WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SECHEDULE , � �
<br /> PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROMTHE CEILING JOIST TO TOP PLATE IN ACCORDANCE C�
<br /> 1"X 8"AND WIDER SHEATHING TO EACH BEARING FACE NAIL 3-8d BOX OR WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. �
<br /> 20 3-8d COMMON OR �
<br /> � 3- 10d BOX OR �
<br /> 3 STAPLES 1"CROWN �- �
<br /> ; 16 ga 1 3/4" � �
<br /> n c
<br /> 4-8d BOX OR G "
<br /> IF WIDER 3-8d COMMON OR
<br /> ' THAN 3- 10d BOX OR
<br /> � X 8 4 STAPLES 1"CROWN
<br /> 16 ga 1 3/4" �
<br /> I
<br /> �!J I
<br /> 2� 4-8d BOX OR � %' �
<br /> JOIST TO SILL, TOP PLATE OR GIRDER 3-8d COMNION OR � � � I
<br /> TOENAIL 3-10d BOX OR � C �
<br /> 3-3"X 0.131" NAILS � �
<br /> � � Fm`-
<br /> RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 4"OC 8 d BOX J � �
<br /> TOE NAIL gd COMMON OR C� �' � �
<br /> 22 10d BOX OR � �
<br /> ) �
<br /> (ALSO ROOF 6" OC 3"X 0.131" NAILS -�-J � �
<br /> TOE NAIL � � W
<br /> C'�7
<br /> 3-8d BOX OR � �t7
<br /> C\I
<br /> i 23 1 X 6 SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON OR �
<br /> ; 3-10d BOX OR
<br /> FACE NAIL 2 STAPLE, 1"CROWN, 16ga �~ '�`# ti
<br /> 1 3/4" ���� �����i A'��� � �
<br /> � '��T `� ~ �'
<br /> � -
<br /> 9 'm 3
<br /> �' �,•� :� o �
<br /> r' +�„° '- a � I
<br /> 3- 16d BOX r�'
<br /> 2"SBUFLOOR TO JOIST OR GIRDER BLIND & �' � �,�"`" �, �
<br /> 24 2- 16d COMMON
<br /> ; FACE � ���
<br /> Sheet Sca(e
<br /> � � � . � � ��� � � Drawin;7 No.
<br /> 2" PLANKS (PLANK AND BEAM - FLOOR& ROOF) AT EACH 3- 16d BOX ���lT� Q� �A��������� '
<br /> 25 BEARING, 2_ 16d COMMON �
<br /> FACE NAIL �'""°����� - � �
<br /> � �f �
<br /> :� I
<br /> i
<br /> i .
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