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<br /> � General Structural Notes Continued '� � -
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<br /> THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS ��, � � � �
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<br /> 34. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAUE � � � � � .
<br /> CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE 38. NEW WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE
<br /> � � ` v Q
<br /> NOTED. i PLANS: � � � "' ��
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<br /> WOOD TREATMENT CONDITION PROTECTION I� A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO w i o� o
<br /> HAS NO AMMONIA CARRIER INTERIOR DRY G90 GALVANIZED THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC �"�" � T �
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<br /> � CONTAINS AMMONIA CARRIER �INTERIOR DRY G185 OR A185 HOT DIPPED OR "TIMBER CONSTRUCTION MANUAL" AND THE AF&PA "NATIONAL DESIGN �� � �� � � � � � �
<br /> CONTINUOUS HOT—GALVANIZED SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS ����=��� � � cn � � � �.
<br /> PER ASTM A653 ; OTHERWISE NOTED, SHALL CONFORM TO IBC TABLE 2304. 10. 1. COORDINATE THE � W �
<br /> CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS I SIZE AND LOCATION OF ALL OPENINGS WITN MECHANICAL AND ARCHITECTURAL � � f � �
<br /> DRAWINGS. � � o
<br /> CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS � � � -� �
<br /> AZCA ANY TYPE 304 OR 316 STAINLESS 'I B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. � � � ,� � .
<br /> ALL STUDS SHALL BE SPACED AT 16" 0. C. UNO. TWO STUDS M I N I MUM SHALL BE � � � � ��
<br /> INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%. PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS AND { ��
<br /> WOOD MOISTURE CONTENT IN OTHER CONDITIONS ( INTERIOR WET, EXTERIOR WET, A�1D AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED � Q � �
<br /> EXTERIOR DRY) IS EXPECTED TO EXCEED 19�. CONNECTORS AND THEIR FASTENERS OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS `
<br /> � . ,;,��..
<br /> SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS
<br /> SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS
<br /> ; RECOMMENDATIONS FOR PROTECTION OF METAL. � SOLID BLOCKING AT MID—HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT.
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<br /> 35. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG—TIE" ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END . � x� �
<br /> BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C—C-2017. NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL
<br /> � EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED EACH STUD TO BOTTOM PLATE WITH TW0 16d NAILS. FACE NAIL DOUBLE TOP � � ,
<br /> i THEY HAVE I CC—ES APPROVAL FOR EQUAL OR GREATER LOAD CAPAC I T I ES. PROV I�DE PLATE WI TH 16d @ 12" O. C. AND LAP M I N I MUM 4' —0" AT JO I NTS AND PROV I DE �0 3�728
<br /> � NUMBER AND S I ZE OF FASTENERS AS SPEC I F I ED BY MANUFACTURER FOR MAX I MUM LO�D E I GHT 16d NA I LS @ 4" 0. C. EACH S I DE JO I NT. �'��'j�IV �'
<br /> � CARRY I NG CAPAC I TY. CONNECTORS SHALL BE I NSTALLED I N ACCORDANCE W I TH T�iE �
<br /> � MANUFACTURER' S RECOMMENDATIONS. I ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES RTTACHED TO WOOD y
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<br /> � FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON—CENTER OR ATTACHED � �
<br /> ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST TO CONCRETE BELOW WITH 5�8" DIAMETER ANCHOR BOLTS @ 4' �0" ON—CENTER , �� � ���� '�� �� � � ��� ��'�-�.��
<br /> HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH ITS � � x , ,
<br /> EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF a"`' �-
<br /> SERIES JOIST HANGERS. ALL DOUBLE—JOIST BEAMS SHALL BE CONNECTED TO FLU�SH BUILT—UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12" � � yy
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<br /> � BEAMS WITH "MIT" SERIES JOIST HANGERS. ON—CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED _.,,�,eA� �
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<br /> ' WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE—HALF OF THE NAI�LS TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH N0. 6 X 1-1/4"
<br /> i ; TYPE S OR W SCREWS @ 8" ON—CENTER. UNLESS I ND I CATED OTHERW I SE, 1�2" ziz4 Third Avenue-Suite ioo-Seattle,WA g8tz� I'
<br /> OR BOLTS IN EACH MEMBER. P�206•443•6ziz ssfengineers.com
<br /> � (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL
<br /> � I EXTER I OR SURFACES WI TH 8d NA I LS @ 6" ON—CENTER AT PANEL EDGES AND TOP 934 Broadway-Tacoma, wA 9s4oz '-;
<br /> i� ALL SH I MS SHALL BE SEASONED AND DR I ED AND THE SAME GRADE �M I N I MUM� �AS p�z53•z84•947� ssfengineers.com
<br /> � MEMBERS CONNECTED. , AND BOTTOM PLATES (BLOCK UN—SUPPORTED EDGES)AND TO ALL INTERMEDIATE =
<br /> i '� STUDS AND BLOCK I NG W I TH 8d NA I LS @ 12" ON—CENTER ALLOW 1�8" SPAC I NG AT Cop�yr'�ght 2017 Swenson Say Faget-All Rights Reserved r
<br /> � 36. WOOD FASTENERS I, ALL PANEL EDGES AND PANEL ENDS.
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<br /> A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL I,,
<br /> SPECIFICATIONS: � PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND
<br /> � ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID �
<br /> i SIZE LENGTH DIAMETER �', BLOCKING AT ALL BEARING POINTS. TOE-NAIL JOISTS TO SUPPORTS WITH TWO �
<br /> I� 8d 2-1/2" 0. 131" I 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON � Q� '
<br /> 16d BOX 3-1/2" 0. 135" METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL MULTI � C.�
<br /> � JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON-CENTER. �
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<br /> I IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBM�IT � � � N ' `°
<br /> � NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTIO�N) UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING � � o � � �,
<br /> � F O R R E V I E W A N D A P P R O V A L. S H A L L B E L A I D U P W I T H G R A I N P E R P E N D I C U L A R T O S U P P O R T S A N D N A I L E D A T 6" � � � Y � � '
<br /> � I O N—C E N T E R W I T H 8 d N A I L S T O F R A M E D P A N E L E D G E S, S T R U T S A N D O V E R S T U D � � � m � z = �'
<br /> NAILS — PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE
<br /> WALLS AS SHOWN ON PLANS AND @ 12" ON—CENTER TO I NTERMED I ATE SUPPORTS. � � ° � w � �
<br /> DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
<br /> TOE—NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER A�ND UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL NAVE REVISIONS DATE DESCRIPTION
<br /> STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. ', APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW .
<br /> ' 1/8" SPAC I NG AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATH I NG.
<br /> , B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON—CENTER UNLESS OTHERWISE ��
<br /> UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEAR I NG ON WOOD. NOTED. .;;;�. .
<br /> INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN ° ; ,�`
<br /> SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 ��-�
<br /> PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" �' ' �
<br /> AND SMALLER LAG SCREWS.
<br /> 37. NOTCHES AND HOLES IN WOOD FRAMING: �
<br /> A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEIED
<br /> ONE—FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN _
<br /> JOISTS SHALL NOT EXCEED ONE—SIXTH THE DEPTH AND SHALL NOT BE LOCATED �IN ,
<br /> THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS A�ND
<br /> � RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, ISSUANCES �
<br /> AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE—THIRD THE DEP�TH
<br /> OF THE JO I ST. I DATE DESCRIPTION
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<br /> B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO
<br /> BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A
<br /> HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS �
<br /> PERM I TTED TO BE BORED I N ANY WOOD STUD. I N NO CASE SHALL THE EDGE OF , �h
<br /> THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED
<br /> HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR �
<br /> NOTCH. ''
<br /> C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB
<br /> JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE
<br /> NOTED. '�, �
<br /> COPYRIGHT BO�fiO AND VELLUM LLC.ALL RIGHTS RESEfiVED. `"' '
<br /> ORIGINAL SHEET SIZE IS 22"x34" '
<br /> SSFPROJECT#: 10539-2017-14 iu
<br /> li SDCI PROJECT#; SDCI PROJ # , ``�`
<br /> , PLOT DATE: December 1,2017 �
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<br /> , General Structural Notes Continued
<br /> �, SHEET NO.:
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