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General Structural Notes ����4��- � � �
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<br /> THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS � �
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<br /> 31. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN 37. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAUE 41. WOOD FRAMING NOTES--THE FOLLOWING APPLY UNLESS OTNERWISE SHOWN ON THE T,��s�'��`��' � �
<br /> CONFORMANCE WITH WCLIB STANDARD "GRADING RULES FOR WEST COAST LUMBER N0. CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE PLANS:
<br /> 17", OR WWPA STANDARD, '�WESTERN LUMBER GRAD I NG RULES 2011". FURN 1 SH TO NOTED. 212�Third Aventie-suite�oo-seattle,�v� 9g121
<br /> THE FOLLOWI NG M I N I MUM STANDARDS: A. ALL WOOD FRAM I NG DETA I LS NOT SHOWN OTHERWI SE SHALL BE CONSTRUCTED TO p: 206.443.6212 sst'engtneers.�oin
<br /> WOOD TREATMENT CONDITION PROTECTION THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC g3=� Broadway- 'racoma, wA gg4o2 '
<br /> JO I STS �2X & 3X MEMBERS� HEM-F I R N0. 2 HAS NO AMMON I A CARR I ER I NTER I OR DRY G90 GALVAN I ZED "T I MBER CONSTRUCT I ON MANUAL" AND THE AF&PA "NAT I ONAL DES I GN p: z53.2s4.94�o ssFeng�neers.�orn .
<br /> AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI CONTAINS AMMONIA CARRIER INTERIOR DRY G1�5 OR A185 HOT DIPPED OR SPECIFICATION FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS
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<br /> CONT I NUOUS HOT-GALVAN I ZED OTHERWI SE NOTED, SNALL CONFORM TO I BC TABLE 2304. 10. 1. COORD INATE THE ••'•'"•"'•••"• ••..'.,'...........`�°".................'.. � �
<br /> (4 X M E M B E R S) D O U G L A S F I R-L A R C H N 0. 1 PER ASTM A653 SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND RRCHITECTURAL
<br /> MINIMUM BASE VALUE, Fb - 1000 PSI CONTAINS AMMONIA CARRIER INTERIOR WET TYPE 304 OR 316 STAINLESS DRAWINGS. .
<br /> CONTAINS AMMONIA CARRIER EXTERIOR TYPE 304 OR 316 STAINLESS � �, � 8 -
<br /> BEAMS ( INCL. 6X AND LARGER) DOUGLAS FIR-LARCH N0. 1 AZCA ANY TYPE 304 OR 316 STAINLESS B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. �� :�ywAs : "�
<br /> M I N I MUM BASE VALUE, Fb = 1350 PS I 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 AL� WALLS AND AT EACH SIDE OF ALL OPENINGS AND �� �� �� x� �
<br /> POSTS (4X MEMBERS) DOUGLAS FIR-LARCH N0. 2 WOOD MOISTURE CONTENT IN OTHER CONDITIONS ( INTERIOR WET, EXTERIOR WET, AND AT BEAM OR HEADER BEARING LOCATIONS. TV�O 2x8 HEADERS SHALL BE PROVIDED � � • ��`� � �
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<br /> MINIMUM BASE VALUE, Fc - 1350 PSI EXTERIOR DRY) IS EXPECTED TO EXCEED 19�. CONNECTORS AND THEIR FASTENERS OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS �o�� �
<br /> SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS �10��i,� .
<br /> (6X AND LARGER) DOUGLAS FIR-LARCH N0. 1 RECOMMENDATIONS FOR PROTECTION OF METAL. SOLID BLOCKING AT MID-HEIGHT OF ALL STUD WALLS OVER 10' -0" IN HEIGHT. o�/�s/2ots � ,
<br /> MINIMUM BASE VALUE, Fc = 1000 PSI 38. 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 vESIc;N:
<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 GFJ
<br /> STUDS, PLATES & MISC. FRAMING: DOUGLAS-FIR-LARCH OR HEM-FIR N0. 2 EQUIUALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP UrzawN: �
<br /> 32. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORh1ANCE WITH ASTM AND THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPRCITIES. PROVIDE PLATE WITH 16d @ 12" O. C. AND LAP MINIMUM 4' -0" AT JOINTS AND PROVIDE N H D �
<br /> ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA-EWS NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD EIGHT 16d NAILS @ 4" O. C. EACH SIDE JOINT. cxr,cx�v:
<br /> IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA-EWS CARRYING CAPRCITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE G FJ
<br /> CERTIFICATE OF CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR MANUFACTURER' S RECOMMENDATIONS. ALL STUD WALLS SHALL HAVE THEIR LO'NER WOOD PLATES ATTACHED TO WOOD aYPRovED: �
<br /> COMBINATION 24F-V4, Fb = 2, 400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS „ „ FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON-CENTER, OR ATTACHED ABB
<br /> SHALL BE DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI. 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 /> CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3, 500' RADIUS, UNLESS SHOWN HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH " ITS" EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF �
<br /> OTHERWISE ON THE PLANS. SERIES JOIST HANGERS. ALL DOUBLE-JOIST BEAMS SHALL BE CONNECTED TO FLUSH BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12"
<br /> BEAMS WITH "MIT" SERIES JOIST HANGERS. ON-CENTER. UNLESS OTNERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED
<br /> 33. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS x�;vlsloNs:
<br /> WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH N0. 6 X 1-1/4"
<br /> MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES TYPE S OR W SCREWS @ 8" ON-CENTER. UNLESS INDICATED OTHERWISE, 1 2" �
<br /> REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: OR BOLTS IN EACH MEMBER. (NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL
<br /> PSL (2. OE) Fb - 2900 PSI, E - 2000 KSI, Fv = 290 PSI ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS EXTERIOR SURFACES WITH 8d NAILS @ 6" ON-CENTER AT PANEL EDGES AND TOP
<br /> LVL (2. OE) Fb - 2600 PSI, E - 2000 KSI, Fv - 285 PSI MEMBERS CONNECTED. AND BOTTOM PLATES (BLOCK UN-SUPPORTED EDGES)AND TO ALL INTERMEDIATE .
<br /> LSL ( 1. 55E) Fb = 2325 PSI, E = 1550 KSI, Fv - 310 PSI STUDS AND BLOCKING 'NITH 8d NAILS @ 12" ON-CENTER ALLOW 1/8" SPACING A7
<br /> 39. WOOD FASTENERS ALL PANEL EDGES AND PANEL ENDS.
<br /> ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL �
<br /> AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE SPECIFICATIONS: PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND
<br /> MANU�ACTURER' S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGER5 AND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID �
<br /> � OTHER NARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL SIZE LENGTH DIAMETER BLOCKING AT ALL BEARING POINTS. TOE-NAIL JOISTS TO SUPPORTS WITH TWO vPU:
<br /> SUBMITTED FOR REVIEW AND APPROVAL. 5UBSTITUTED ITEMS SHALL HAVE ICC-ES 6d 2" 0. 113" 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS 4R BEAMS WITH SIMPSON �
<br /> REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. gd 2-1/2" 0. 131" METAL JOIST HANGERS IN ACCORDANCE WITH NOTES A80VE. NAIL ALL MULTI �
<br /> MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF lOd 3" 0. 148" JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON-CENTER.
<br /> 12� OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO 12d 3-1/4" 0. 148" UNLESS OTHERWISE NOTED ON TNE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING �
<br /> PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. 16d BOX 3-1/2" 0. 135" SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"
<br /> EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE. ON-CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD
<br /> IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT WALLS AS SHOWN ON PLANS AND @ 12" ON-CENTER TO INTERMEDIRTE SUPPORTS.
<br /> 34. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURRL II, NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) .
<br /> EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD FOR REUIEW AND APPROVAL. PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT �
<br /> OF EQUIVALENT TNICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHRLL HAVE ' •
<br /> LIEU OF PLYWOOD. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW
<br /> DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. .
<br /> ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16. TOE-NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON-CENTER UNLESS OTHERWISE -
<br /> FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24. STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END. NOTED.
<br /> WALL SHEATH I NG SHALL BE 1/2" {NOM I NAL) W I TH SPAN RAT I NG 24/0. �xoJ�cr�rrrLE:
<br /> B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROUIDE WASHERS . �
<br /> PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. ��Id�I� P���
<br /> UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAC DESIGN 9900 12th Avenue West
<br /> APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8" SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 .
<br /> SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" Everett, WA 98204 �
<br /> AND SMALLER LAG SCREWS. • ,
<br /> REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
<br /> 40. NOTCHES AND HOLES IN WOOD FRAMING:
<br /> 35. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE �
<br /> PRESSURE-TREATED WITH AN APPROVED PRESERVATIVE OR (2) LAYERS OF ASPHALT A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED ARc"ITEc-r:
<br /> IMPREGNATED BUILDING PAPER SHALL BE PROVIDED BETWEEN UNTREATED WOOD AND ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN I11C10VdtIVe D2S1gCl WOC'{CS
<br /> CONCRETE OR MASONRY. JOISTS SHALL NOT EXCEED ONE-SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN
<br /> THE M I DDLE TH I RD OF THE SPAN. HOLES BORED I N SOL I D SAWN JO I STS AND 19101 36th Ave West, Suite 202 , �
<br /> 36. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, Lynnwood, WA 98036
<br /> CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH PH 425.361.1901
<br /> FOR ABOVE GROUND USE SHALL BE TREATED TO AI�PA UC3B. WOOD I N CONT I NUOUS OF THE JO I ST. .
<br /> CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR �
<br /> USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC46. B. IN EXTERIOR WA�LS 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 issu�:
<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 P����� �
<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. SHEET TITLE:
<br /> C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB General Structural �
<br /> JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE N otes
<br /> NOTED.
<br /> SCALE:
<br /> DATE �
<br /> January 18, 2019 �
<br /> PROJECT NO:
<br /> 12074-201$-01
<br /> SHEET N0: •
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