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43. WOOD FASTENERS:
<br />COMFRE551VE STRENGTH OF 2,000 P51 AT 25 DAY5, DE516N F'm = 2,000 PSI, FULL STRESSES ARE
<br />LAMINATED MEMBERS. ALL SIMPLE SPAN BEAMS SHALL BE DOU&LA5 FIR COMBINATION 24F-V4, Fb = 2,400
<br />DRAWING ID
<br />NAIL NAME
<br />NAIL DIAMETER
<br />NAIL LENGTH
<br />REQUIRED. STRENGTH SHALL BE VERIFIED BY THE UNIT STRENGTH METHOD IN AGGORDANGE WITH TM5 02-15.
<br />PSI, Fv = 240 P51, E ® 1,500 K51. ALL CANTILEVERED OR CONTINUOUS BEAMS SHALL BE DOU6LA5 FIR
<br />" d"
<br />6d Common
<br />OJI 1
<br />2"
<br />COMBINATION 24F-VS, Fb ® 2,400 P51, Fv = 240 P51, E ® 1,500 K51, CAMBER ALL SIMPLE SPAN SLULAM
<br />"ad Box"
<br />ad Box
<br />0.113"
<br />2®1/2H
<br />UNLESS NOTED OTHERA15E, PROVIDE THE FOLLOWINGREINFORCEMENT:
<br />BEAMS TO 5,000' RADIUS UNLE55 SHOWN OTHE I5E ON THE PLANS.
<br />116d"
<br />d Gomm®n
<br />0.131"
<br />2-1/21'
<br />10 Framer
<br />0.131 °1
<br />3"
<br />INALL THIGKNES5 VERTICAL 5AR5 HORIZONTAL BARS
<br />36. LAMINATED VENEER LUMBER (LVL) SHALL BE DESIGNED AND MANUFACTURED PER A5TM D5456. EACH
<br />I(111od-Fil
<br />10d
<br />IOd Shur
<br />0.145112-1/4
<br />11
<br />a" WALLS (2) #5 @ 24" O.C. (2) #5 @ 45" O.G.
<br />PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE
<br />1e i�
<br />!6d
<br />I6d Sinker
<br />0.14aii
<br />E
<br />3-1/41
<br />GRADE, AND THE INDEPENDENT INSPECTION ,AGENCY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE
<br />IN ADDITION, PROVIDE (2) #5 VERT. AT EACH 51DE OF OPENINGS, AT WALL CORNERS AND INTERSECTIONS
<br />MANUFACTURED USING DOUGLaA5 FIR VENEER GLUED W1TH A WATERPROOF ADHESIVE MEETING THE
<br />IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS,
<br />THEY SHALL SUBMIT NAIL 5PEGIFICATION5 TO THE
<br />AND AT FREE EN05 OF VdALL5 AND (2) #5 HO IZ. AT ELEVATED FLOOR. AND ROOF LEVELS, AT TOPS OF
<br />REGUIREMENT5 OF A5TM 0255 P41TH ALL GRAIN PARALLEL INITH THE LENGTH OF THE MEMBER. MINIMUM
<br />STRUCTURAL EN61NEE (PRIOR TO
<br />CONSTRUCTION) FOR REVIE11 AND APPROVAL.
<br />M._Rig
<br />REQUIREMENTS AND
<br />SPACED AT 16" O.C. VERTICALLY AND A MAX. OF 24" O.C. HORIZONTALLY.
<br />30. STRUCTURAL STEEL VE516N, FABRIOATIOK AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS
<br />OF THE A.1.5.0. SPECIFICATIONS AND CODES:
<br />A /v STEEL CONSTRUCTION MANUAL,
<br />B.
<br />CODE OF STANDARD PRACTICE FOR STEEL BUILDINC75 AND BRID&E5.
<br />5TUD 0
<br />2x4 $ 2x6 Fb = 1100 P51, E m 1.5 x 106 P51, Fv ® 400 P51
<br />> 2xb Fb = 2425 PSI, E ® 1.6 x 106 PSI, Fv 400 P51
<br />BASED ON MATERIALS MANUFACTURED BY THE kNEYERHAEU5ER CORPORATION.
<br />ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEkN AND APPROVAL BY THE ARCHITECT AND
<br />STRUCTURAL EN&INEER.
<br />DE516N 5HONN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE NEYFRHAEU5ER r-IORPORATIOK
<br />ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEV� AND APPROVAL BY THE ARCHITECT AND
<br />STRUCTURAL
<br />.
<br />40. FOOD SHEATHING SHALL BE AFA RATED, EXTERIOR GLUE; EXPOSURE 1, IN CONFORMANCE KITH THE
<br />REOUIREMENTS FOR THEIR TYPE IN DOG P5®1 OR P5®2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION
<br />INDEX ,AND NAILING REQUIREMENTS.
<br />B. NAILS - 5HEATHIN& FASTENERS TO FRAMINC7 SHALL BE DRIVEN FLUSH TO FACE OF 5HEATHINC7 V41TH N*
<br />COUNTER51NKIN6 PERMITTED.
<br />G. 50REV45 SHALL BE NOOP 50REV45 OF THE DIAMETER AND LEN(7TH NOTED ON THE DRAKN65. 505
<br />DRIVEFASTENERS ARE 5IMP50N 5TRON(5
<br />BOLTS0. HOT DIPPED &ALVANIZED NAILS, .
<br />CONTACT P &SHALLB
<br />HOT DIPPED 6ALVANIZED.
<br />44. WOOD FRAMING NOTE5o THE FOLLOWING APPLY UNLESS OTHER415E 5HOWN ON THE PLANS,
<br />owl
<br />IUM SIZES. INCREASE V4EL05 SIZE TO AAW5 MINIMUM 51ZE5 BASED ON PLATE THICKNESS. MINIMUM WELDING
<br />� I I 11-wL_ aN4, A-%y I ��_WJN ,�JjLe eN�wl �J�j I I J®� y,�j_ I �,j a e-,a
<br />Wi eve®W 11®vim 1 vl®rN_ ����o®� r'�a�, r u- c 1 a-N-,
<br />®L BE 3/16®INCH. THE MELDS SHOWN ,ARE FOR THE FINAL CONNECTIONS. FIELD WELD ARROWS ARE SHOWN
<br />AT ,ALL UNFRAMED PANEL EDGE5 AND NAIL KITH EDGE NAILING SPACED PER PLANS. WHERE NOT NOTED
<br />OBSERVE THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PUNS ,AND
<br />.E A FIELD WELD IS REQUIRED BY THE STRUCTURAL DESIGN; THE CONTRA0T0R I5 RESPONSIBLE FOR
<br />OTHE 15E, NAIL PANEL E06E5 WITH d NAILS @ 6" O.G. ED&ES, 12" O.C. IN THE FIELD.
<br />5PEGIFICA7ION5. SUCH REVIEW PROCEDURES DILL BE CON UOTED IN ACCORDANCE WITH COMMONLY
<br />®RMINING IF A WELD SHOULD BE SHOP OR FIELD WELDED IN ORDER TO FACILITATE THE STRUCTURAL
<br />,ACCEPTED STANDARDS OF PRACTICE. THE BUILDING OFFICIAL UNDERSTANDS THAT SUCH PROCEDURES
<br />:L DELIVERY AND ERECTION.
<br />41.
<br />,ALL FOOD EXP05ED TO WEATHER, OR BE,ARIN6 ON UNPROTECTED CONCRETE OR MA50NRY BELOW
<br />INDICATE ACTUAL CONDITIONS ONLY WHERE THE VIEW 15 PERFORMED AND THAT THE RESULTS WILL BE
<br />6RA0E, OR BEARING ON UNPROTECTED CONCRETE OR MASONRY LE55 THAN " FROM EXPOSED EARTH
<br />INFERRED TO EXI5T IN OTHER ,AREAS NOT REVIEWED.
<br />1292
<br />SHALL BE PRESSURE TREATED, U.O.N. PRESSURE TREATMENT SHALL BE WITH AN APPROVED PRESERVATIVE
<br />AND BRANDED KITH A QUALITY CONTROL AGENCY MARK BY THE AME ICAN WOOD PRESERVERS BUREAU OR
<br />THE BUILDING OFFICIAL )ALSO RECOGNIZES THAT STRUCTURAL REVIEIN 15 A TECHNIQUE EMPLOYED TO
<br />AfNG LUMBER SHALL BE KILN DRIED OR M0®I1 (MOISTURE CONTENT LESS THAN Ia%), AND GRADED
<br />EQUAL, ALL METAL HARDWARE IN CONTACT AITH TREATED WOOD SHALL BE PROTECTED WITH A 6155
<br />MINIMIZE THE R15K OF PROBLEMS AR151N6 DURING CONSTRUCTION. STRUCTURAL OBSERVATION BY THE
<br />MARKED IN CONFORMANCE WITH W.G,L.I.B. STANDARD NO. I7 ORA DING RULES FOR WEST COAST LUMBER.
<br />GALVANIZED COATING (ZMAX) OR BETTER. ALL NAILS IN TREATED WOOD SHALL BE HOT -DIP GALVANIZED OR
<br />DE516N PROFESSIONAL DOES NOT CONSTITUTE WARRANTY OR 6UARAANTEE OF ANY TYPE. IN ALL CASES, THE
<br />,15H TO THE FOLLOWING MINIMUM STANPAAR05:
<br />BETTER. PROVIDE 2 LAYERS OF 30 ASPHALT IMPREGNATED BUILDING PAPER BETWEEN
<br />CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR THE QUALITY OF WORK AND FOR AOHE NGE TO THE
<br />0
<br />NON -PRESSURE -TREATED LEDGERS, 5LOCKINC7, ETC., AND CONCRETE OR MASONRY,
<br />,APPROVED PLANS AND SPECIFICATIONS.
<br />�
<br />JOISTS.. (2X, 3X, AND 4X MEMBERS) . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . DOU6LA5 FIR NO, 2
<br />>
<br />42.
<br />TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY 51MP50N
<br />BEAMS AND 5TRIIV6ER5: (INCLUDING 6 X AND LARGER MEMBERS), DOUGL AS FIR N0. 1
<br />COMPANY, AS SPECIFIED IN THEIR GATALO6 NO. 0®0®201 �. EQUIVALENT DEVICES BY OTHER MANUFACTURERS
<br />_
<br />.. .... .. .... .
<br />MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.C.C. OR IAPMO UE5 APPROVAL FOR EQUAL OR C7REATER
<br />POSTS AND TIMBERS DOU6LA5 FIR NO. I
<br />LOAD CAPACITIES, CONNECTORS SHALL BE 56ZED TO MATCH THE SIZE OF THE FAMINE MEMBERS BEING
<br />a
<br />.........................................
<br />CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS
<br />STUDS PLATES MISCELLANEOUS LIGHT FRAMING ... .... .... ...... .... 0OU6LA5 FIR NO. 2
<br />SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR
<br />0
<br />>
<br />(AS NOTED ON PLANS /DETAILS)
<br />5A o AF5 CONNECT TiNO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER, ALL BOLTS
<br />Drawhg,
<br />Job Number,
<br />19231.01
<br />
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