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<br /> �EQIJI��� 1/��iFiC�4T'101� ANC� ��SP��T'I�tV �F �t)NC��1'E ��NS�°��l�T°!�N I���T°E�ItVC� �����UL� E�TA�LI�H�D PER I�� �'�`15, �� � z
<br /> � VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFFRENCED STANDAR �BC REFERENCE ����'°�"1�'C� r�r��y�■��� ����� ���A''�•� � I
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<br /> AND PLACEMENT. - X ACI 318: 3.5, 7,1-7.7 1910.4 CONNECTION FASTENING° LOCATION CONNECTION FASTENING° LOCATION � ; �
<br /> 3. INSPECTION OF ANCHORS CAST IN CONCftETE WHERE ALLOWABLE LOADS
<br /> HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. - X ACI 318: 8.1.3, 21.2.8 1908.5, 1909.1 JOIST TO SILL OR GIRDER 3-8d TOENAIL 2" PLANKS 16d AT EACH BEARING
<br /> 4. INSPECTION OF ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. ACI 318: 3.8.6, 8.1.3, 21.2.8 1909.1
<br /> - X BRiDGING TO JOIST 2-8d TOENAIL EACH END COLLAR TIE TO RAFTER 3-10d FACE NAIL
<br /> ' 5. VERIFYNG USE OF REQUIRED DESIGN MIX. _ X ACI 318: CN. 4, 5.2-5.4 1904.2, 1910.2, 1910. Q
<br /> � 1 x6 SUBFLOOR OR LESS TO 2-8d FACE NAIL JACK RAFTER TO HIP 3-10d TOENAIL
<br /> 6. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMEN FOR STRENGT ASTM C 172 EACH JOIST � • ��
<br /> TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE ' .Y
<br /> ASTM C 31 �t`
<br /> TEMPERATURE OF CONCRETE. 1910.10 WIDER THAN 1"x6" SUBFLOOR 3-8d FACE NAIL 2-16d FACE NAIL =
<br /> X - ACI 318: 5.6, 5.8 TO EACH JOIST
<br /> 8. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND ACI 318: 5.11-5.13 m
<br /> TECHNIQUES. - X 1910.9 2" SUBFLOOR TO JOIST OR 2-16d BLIND AND FACE NAIL ROOF RAFTER 70 2x RIDGE BEAM 2-16d TOENAI� ,
<br /> GIRDER
<br /> 12.INSPECT �ORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE ACI 318: 6.1.1
<br /> MEMBER BEING FORMED. - X - SOLE PLATE Td JOfST OR 16d � 16" OC TYPICAL FACE NAIL 2-16d FACE NAIL
<br /> BLOCKING �
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<br /> DUTIES AND RESPONSIBILITIES OF THE SPECIAL STRUCTURAL INSPECTOR SOLE PLATE TO JOIST OR 3-16d � 16" OC BRACED WA�L PANELS JOIST TO BAND JOIST 3-16d FACE NAIL �
<br /> 1. TNE SPECIAL STRUCTURAL INSPECTOR SHALL OBSERVE THE WORK AS SlGNED FOR CONFORMANCE TO THE APPROVED DESIGN DRAWINGS AND BLOCKING AT BRACED WALL REVISIONS
<br /> PANEL
<br /> SPECIFICATIONS. I EDGER STRiP 3-16d FACF NAI�
<br /> 2. TNE SPECIAL STRUCTURAL INSPECTOR SHALL REPORT TO THE CONTRACTOR UPON ARRIVING ON SITE TO DETERMINE WHETNER ANY DESIGN TEAM TOP PLATE TO STUD 2-16d END NAIL
<br /> COMMUNICATIONS TO THE CONTRACTOR AFFECT THE WORK TO BE REVIEWED. THE SPECIAL STRUCTURAL INSPFCTOR SHALL LEAVE A COPY OF EACH QF
<br /> HIS REPORTS WITH THE CONTRACTOR UPON LEAVING THF SITE. WOOD STRUCTURAL PANELS
<br /> 3, THE SPECIAL STRUCTURAL INSPECTOR SHALL FURNISH INSPECTIO�J REPORTS TO THE BUILDING OFFICIAL, THE ENGINEER OR ARCHITECT OF RECORD, AND STUD TO SOLE PLATE 4-8d TOE NAIL AND PARTfCLE BOARDb: 1" AND LESS 8d
<br /> OTHER DESIGNATED PERSONS WITHIN 24 HOURS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GONTRACTOR FOR SUBFLOOR, ROOF AND V'IALL MORE THAN 1" 10d OR 8d
<br /> CORRECTION, THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND TO THE BUILDING OFFICIAL. SHEATHING (TO FRAMING)
<br /> 4. TNE SPECIAL STRUCTURAL INSPECTOR IS NOT AUTHORIZED TO APPROVE ANY CHANGES TO THE CONTRACT DOCUMENTS. ANY VARIATIONS SHALL BE 2-16d END NAIL
<br /> BROUGHT TO THE ATYENTION OF THE CONTRACTOR AND ENGINEER OR ARCHITECT OF RECORD.
<br /> 5. THE CONTRACTOR SHALL PROVIDE SAFE ACCESS TO ALL ITEMS REQUIRING SPEC(AL STRUCTURAL INSPECTION. THIS SHALL INCLUDE, BUT IS NOT LIMITED SINGLE FLOOR (COMBINATION �, �
<br /> TO LADDERS, SCAFFOLDING AND MANLIFTS. SUBFLOOR-UNDERLAYMENT TO 1 AND LESS 8d �
<br /> 6. THE SPECIAL STRUCTURAL INSPECTQR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS TO DOUBLE STUDS 16d 0 24" OC FACE NAIL FRAMING) MORE THAN 1" 1ad OR 8d
<br /> TNE BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND TH� APPLICABLE WORKMANSHIP PANEL SIDING TO FRAMING
<br /> PROVISIONS OF THE CODE.
<br /> ,, DOUBLE TOP PLATES 16d � 16" OC TYPICAL FACE NAIL � ) 5'; AND LESS 6d
<br /> / 8dd
<br /> FIBERSOARD SNEATHING g Y2" No. 11 GAGE ROOFING NAIi
<br /> DOUBLE TQP PLATES 8-16d LAP SPLICE 6d
<br /> 2j2" No. 11 GAGE ROOFING NAILf
<br /> BLOCKING BETWEEN JOISTS OR 3-8d TOENAIL 8d NAIL
<br /> RAFTERS TO TOP PLATE
<br /> � fNTERIOR PANELING Ya" 4d9
<br /> RIM JOIST TO TOP PLATE 8d C� 6'� OC TOENAIL /�� 6dh ,
<br /> NOTES:
<br /> TOP PLATES, LAPS, AND 2-16d FACE NAIL �RG.
<br /> INTERSECTIONS ,�� wAs�'Ij�
<br /> a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERW{SE STATED. � oF NJ y
<br /> CONTINUOUS HEADER, 2 PIECES 16tl 16" OC ALONG EDGE b. NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS, EXCEPT 6 INCHES AT W`�' �� -� ��'�, �.
<br /> ��C�� sAs��� ������L� SWx SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD � � °� p .
<br /> G Y�' DIAPHRAGMS AND SHEAR NJALLS, REFER TO SECTION 2305, NAILS FOR WALL SHEATHING ARE PERMITTED TO BE � �, � �
<br /> CEfLING JOISTS TO PLATE 3-�d TOENAiL COMMON, BOX OR CASING. � � w
<br /> c. COMMON NAILS (6d-2"x0.113°; 8d-�"x0.113"; 10d-3"x0.148"; 16d-�"x0.162"; 20d-4'�x0.192") SHALL BE USED � �cTU 9 79 �cr��
<br /> WALL SHfATHING NAIL SIZE & SPACING BLOCKING & STUD RIM JOIST OR BLOCKING 2x PLATE ATTACHMENT SILL PLATE ATTACHMENT EXCEPT WHERE OTHERWISE STATED. '{'� K � . ' . �-,,
<br /> WALL » » 4-8d d. CORROSfON-RESISTANT SIDING 6d-1%"x0.106"; 8d-23/"x0.128" OR CASING 6d-2"x0.099°; 8d-�x0.113" NAIL. � � `
<br /> TYPE APA-RATED AT ALL PANEL EDGES SIZE AT ADJOINING CONN TO TOP PLATE NAILING TO W000 RIM TITEN HD 5/8 �x6 /2 SILL PIATE AT CONTINUOUS HEADER TO STUD TOENAIL ( � ( ) ,
<br /> PANEL EDGES BELOW JOIST OR BLOCKING BELOW OR MASB6 FOUNDATION e. FASTENERS SPACED 3 INCriES ON CENTER AT EXTFRIOR EDGES AND 6 INCHES ON C�NTER AT INTERMEDIATE SUPPORTS,
<br /> WNEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON EDGES AND 12 INCHES ON O1 31 2018
<br /> SW1 �/2" 0.131"�x2�/2" @ 6°OC 2x CLlP � 16"OC 0.148"�x3�/q" � 8"OC Q 32"OC �x CEILING JOISTS, LAPS OVER 3-16d MINIMUM, TABLE FACE NAIL CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.
<br /> PARTITIONS 2308.10.4.1 f. CORROSION-RESISTANT ROOFING NAILS WITH %6-INCH DIAMETER HEAD AND 1Y-INCH LENGTH FOR Yz-INCH SHEATHING � � �
<br /> SW2 �f2" 0.131"�x2�/2" @ 4"OC 2x CLIP � 16°OC 0.148"�x3�/q." � 4"OC � 24"OC 2x (SEE SEC 2308.10.4.1, AND 13/-INCH LENGTH FOR 253Z-INCH SHEATHING. ,-- '
<br /> TABLE 2308.10.4.1) g. CASING (1Y°x0.080") OR FINISH (1Y2"x0.072") NAtLS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE � N � N � � r
<br /> SUPPORTS. '� � �
<br /> h. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT � o Q o Q O
<br /> CEILING JOISTS TO PARALLEL 3-16d MINIMUM, TABLE FACE NAIL INTERMEDIATE SUPPORTS.
<br /> • ADJOINING PANEL EDGE RAF-fERS 2308.10.4.1 i. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (�"x0.113) ARE THE MINIMUM REQUIRED FOR WOOD STREJCTURAL O o O
<br /> PANEL EDGE NAILING, TYP (SEE SEC 2308.10.4.1, PANELS.
<br /> j. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE
<br /> � � TABLE 2308.10.4.1) SUPPORTS, m m '
<br /> k. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOORS AND Z � �
<br /> RAFTER TO PLATE 3-8d TOENAIL WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. � z '�
<br /> I. FASTENERS SPACED 4 INCHES ON CENTER AT ED�ES 8 INCHES AT INTERMEDIATE SUPPORTS. Q � � � W �
<br /> (SEE SEC 2308.10.1, ' o 0 o Q U o
<br /> NAILS TO MATCH
<br /> TABLE 230&.10.1) ',
<br /> PLATE NAILING
<br /> NOTES: » 2-8d
<br /> (2) 2x STUDS 1 DIAGONAL BRACE TO EACH STUD FaCE NAIL
<br /> C�
<br /> AND PLATE
<br /> [1] INSTALL PANELS EITHER HORIZONTALLY OR VERTfCALLY. SECTION ~
<br /> 1°x8" SHEATHING TO EACH BEARING 3-8d FACE NAIL o
<br /> [2] BLOCKING IS REQUIRED AT ALL PANEL EDGES. WALL
<br /> � ; z
<br /> [3] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR TNE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF WfDER THAN 1"x8" SHEATHING TO 3-$d FACE NAIL � Q �,,� ---� � ' I �,y�
<br /> FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESfGNATED ON PfANS, HQLD-DOWN REQUIREMENTS EACH B�RING WALL � Q o0
<br /> �
<br /> PER PlANS. (ALTERNATE NOTE: WALLS DESIGNATED AS PERFORATED SHEAR WALLS REQUIRE SHEATHING, SHEAft WALL NAILING, „ � 0 � � �
<br /> BUILT-UP CORNER STUDS
<br /> ETC. ABOVE AND BELOW ALL OPENINGS). 6d 24 OC Z o� L.LI (�
<br /> �I, � � � z � � ,�;;- �
<br /> ' [4] SNEATHING EDGE NAI�ING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED » FACE NAIL AT TOP AND BOTTOM � � /�n � ' '�Y
<br /> i IN BUI�T-UP HOLD-DOWN POSTS, ADDITIONAL INFORMATION PER HOLD-DOWN DETAILS, BUILT-UP GIRDER AND BEAMS 20d � 32 OC STAGGERED ON OPPOSITE SIDES � � W v �„�
<br /> � � � �
<br /> FACE NAIL AT ENDS AND AT EACH � w � ,4�""'
<br /> [5] INTERMEDIATE FRAMWG TO BE 2x MINIMUM MEMBERS. ATTACH SHEATHING TO WTERMEDIATE FRAMING WITH 0.131"� x 2�/2" NAILS 2-20d ?�„ ; '�C [] i ; i;�'
<br /> ,> » » > >� >> �> SPLICE w � ;,- �
<br /> AT 12 OC WHERE STUDS ARE SPACED AT 16 OC AND 0.131 � x 2 /2 NAl�S AT 6 OC WNERE STUDS ARE SPACED AT 24 OC. � o � � ,
<br /> An N �
<br /> dJ `� � �
<br /> [6) FRAMING CLIPS: A35 OR LTP5 OR APPROVED EQtJIVALENT. USE 0.131"� x 1�/2" NAILS TO ATfACH FRAMING CI.IPS DfRECTLY TO ��
<br /> FRAMING. USE 0.131"� x 2�/2" NAILS WHERE INSTALLED OVER SNEATHING. � �
<br /> [7] WHERE BOTTOM Pl�,TE ATTACHMENT SPECIFIES (2) ROWS OF NAILS OR SCREWS, PROVIDE DOUBLE JOIST, RIM JOIST OR EQUAL � �
<br /> �
<br /> BELOW. STAGGER NAILS/SCREWS IN ROWS 1 �/2" APART MINIMUM. �
<br /> [8] PRESSURE TREATED MATERfAL CAN CAUSE EXCESSIVE CORROSfON IN THE FASTENERS. PROVIDE HOT-DIPPED GALVANIZED JOB NAME & '
<br /> (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN SHEET TITLE
<br /> CONTACT WITH PRES5URE TREATED FRAMING MEMBERS. ApDITIONAL INFORMATION PER STRUCTURAL NOTES.
<br /> ADDRESS
<br /> [9] ��16" APA-RATED SHEATHING (OSB) MAY BE USED IN PLACE OF �/2" SHEATHING PROVIDED THAT ALL STUDS ARE SPACED AT 1 �Q�
<br /> 16"OC MAXIMUM.
<br /> JOB NUMBER
<br /> [10] CONTACT THE STRUC7URAL ENGINEER OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST-IN-PLACE ANCHOR
<br /> BOLTS. SPECIAL INSPECTION MAY BE REQUIRED.
<br /> [11] EDGE NAILS SHALL BE I�OCATED 3/g" FROM PANEL EDGFS.
<br /> ���� �� �������
<br /> �������� ��� ������
<br /> SHEET NUMBER
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