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&ENE T F--%,,,UC,,TURAL NOTE5
<br />OR17ERI :
<br />1.1 ALL MATERIALS, NORKMANSHIF, DE516N, AND CONSTRUCTION SHALL CONFORM TO THE DRANIN65,
<br />SPECIFICATIONS, AND THE INTERNATIONAL BUILDIN& CODE (I50), 2015 EDITION.
<br />1.2 DE51&N LOADING CRITERIA:
<br />ROOF LIVE LOAD (SNOW), Ff 25 P5F
<br />FLOOR LIVE LOAD (RESIDENTIAL) 40 FSF
<br />NIND DESIGN CRITERIA:
<br />(A5oE i-O5, 5ECTION 6.4, METHOD I - SIMPLIFIED PROCEDURE)
<br />1. ULTIMATE WIND SPEED (5-5EC GUST) 110 MPH
<br />2. N1ND IMPORTANCE FACTOR, Iva 1.0
<br />5. EXPOSURE B
<br />4. INTERNAL PRE55URE COEFFICIENT N/A
<br />5. COMPONENTS AND CLADDING REFER. TO DRANIN65
<br />6. NIND SPEED-UP FACTOR Kzt = 1.00
<br />SEISMIC DESIGN CRITERIA:
<br />I. SEISMIC USE GROUP 1
<br />2, SEISMIC IMPORTANCE FACTOR IE = 1.0
<br />5. MAPPED SPECTRAL ACCELERATION, SHORT PERIOD 59 = 1.554
<br />4. MAPPED 5FECTRAL ACCELERATION, I-5ECOND PERIOD 51 = 0514
<br />5. SITE CLASS D
<br />6. SPECTRAL RESPONSE COEFFICIENT, SHORT PER1001 5P5 = OAC
<br />1. SPECTRAL RESPONSE COEFFICIENT, 1-SECOND PERIOD 5ve = OAzii
<br />5. SEISMIC DE5167N LATE&ORY D
<br />q, BASIC 5E15MIC-FORCE- 515TANCE SYSTEM PLYWOOD SHEAR NALL5
<br />10. RESIGN BASE SHEAR V = q.415 KIPS
<br />11. SEISMIC RESPONSE COEFFICIENT Cs = 0.14N
<br />12. RESFON5E MODIFICATION FACTOR R = 6.5
<br />15. ANALYSIS PROCEDURE USED EQUIV. LATERAL FORCE (ASOE q.5,5)
<br />1.5 STRUCTURAL DRANIN&S SHALL BE USED IN 0ONJUN07ION KITH ALL OTHER PROJECT DOCUMENTS FOR
<br />BIDDING AND CONSTRUCTION, CONTRACTOR SHALL VERIFY DIMEN51ON5 AND CONDITIONS FOR
<br />OCMFA715IL17Y AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.
<br />1.4 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING
<br />ANY NORK. DIMEN51ON5 OF EXISTING CONDITIONS 5HONN ON THE DRAWINGS MUST BE VERIFIED.
<br />1.5 CONTRACTOR SHALL PROVIDE TEMPORARY BRACIN& FOR THE STRUCTURE AND STRUCTURAL
<br />COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE KITH THE
<br />DRANING5.
<br />1.6 CONTRACTOR SHALL BE RESPON515-E FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
<br />TECHNIQUES, 5EQUENCES OR PROCEDURES REGUIRED TO PERFORM THE NORK.
<br />I.`T CHAN&E5 TO THESE DRANiN&S THAT. AFFECT THE STRUCTURAL DESIGN ARE THE RESPONSIBILITY OF
<br />THE CONTRACTOR. THE ENGINEER SHOULD BE INFORMED OF ANY STRUCTURAL CHAN&E5.
<br />I.S DRANIN65 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. NHERE CONDITIONS ARE
<br />NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAIL5 5HONN, 51MIl-AR
<br />DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEN AND APPROVAL BY THE ARCHITECT
<br />AND THE STRUCTURAL ENGINEER.
<br />I.q ALL STRUCTURAL SYSTEMS COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE
<br />SUPERVI5ED BY THE SUFFLIER DURING MANUFACTURN&, DELIVERY, HANDLING, 5TORA&E AND
<br />ERECTION IN ACCORDANCE KITH INSTRUCTIONS PREPARED BY THE SUPPLIER.
<br />1.10 SEISMIC BRACING OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY
<br />5HONN ON THE PROJECT MECHANICAL DRAWINGS SHALL BE DESIGNED BY A PROFESSIONAL
<br />ENGINEER RE6I5TE D IN THE STATE OF WASHING 70N. THE MECHANICAL CONTRACTOR MU5THIRE THE
<br />ENGINEER AND 15 RESPONSIBLE FOR ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF
<br />SEISMIC 5RAOIN6.
<br />1.11 DEFERRED SUBMITTALS: SHOP DRANIN6,5 FOR DEFERRED SUBMITTAL ITEMS SHALL INCLUDE THE
<br />DE516NIN& PROFESSIONAL EN&INEERS STAMP, STATE OF NA5HIN&TON, AND SHALL BE APPROVED BY
<br />THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEN BY THE ENGINEER OF RECORD FOR LOADS
<br />IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER 15 RESPONSIBLE FOR CODE
<br />CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON
<br />ARCHITECTURAL OR STRUCTURAL DRANIN65. DEFERRED SUBMITTALS SHALL INDICATE MAGNITUDE
<br />AND DIRECTION OF ALL LOADS IMP05ED ON BA510 STRUCTURE. DESIGN CALCULATIONS SHALL BE
<br />INCLUDED IN THE SUBMITTAL. THE ARCHITECT SHALL FORNARD ALL REVIENED DEFERRED
<br />SUBMITTALS TO THE BUILDING OFFICIAL FOR APPROVAL.
<br />1.12 SPECIAL INSPECTION SHALL BE SUPERVISED IN ACCORDANCE Al T H SECTION 1,704 OF THE IBC BY A
<br />OUALIFIED TE5TIN6 AGENCY DESIGNATED BY THE ARCHITECT. THE ARCHITECT AND ENGINEER SHALL
<br />BE FURN15HED NITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. SPECIAL INSPECTION
<br />SHALL BE PERFORMED ON CAST IN PLACE CONCRETE NALL5.
<br />1.15 CHANGES TO THESE DRANING5 THAT AFFECT THE STRUCTURAL DE516N ARE THE RESPON51BILITY OF
<br />THE CONTRACTOR. THE ENGINEER SHALL BE INFORMED OF ANY STRUCTURAL CHANGES ONCE
<br />RECEIVED STRUCTURAL CHAN6E5 NILL BE 5UBMITTF-0 TO THE CITY FOR APPROVAL.
<br />NOTES:2] FOUNDATION ALLONA5LE SOIL PRESSURE, LATERAL ANDTYPE
<br />AND - VERIFIED. D
<br />ASSUMED, NOTIFY THE STRUCTURAL
<br />SUBSURFACESHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 15" 5ELON ADJACENT FINISHED &RADE.
<br />UNLESS OTHERN15E NOTED, FOOTIN65 SHALL BE CENTERED BELON COLUMNS OF, NALL5 ABOVE.
<br />EACKFILL BEHIND ALL RETAININ& NALL5 P41TH FREE DRAININ6, 67RANULAR FILL AND PROVIDE FOR
<br />4.
<br />NC,HCR &E:
<br />NOOD CONT.:
<br />2.2
<br />EXPANSION BOLTS INTO CONCRETE SHALL BE "NED&E-ALL", AS MANUFACTURED BY 51MF50N
<br />6.5 EN&INEERED MOOD SHALL BE MANUFACTURED UNDER A PROCE55 APPROVED 51r THE NATIONAL
<br />5TRONG-TIE AND INSTALLED IN STRICT ACCORDANCE NITH ICC REPORT NO. ER-5651, INCLUDIN&
<br />RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR 5TAMP5 NOTIN& THE NAME AND PLANT
<br />MINIMUM EMBEDMENT REQUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED
<br />NUMBER OF THE MANUFACTURER, THE &RAPE, THE NER REPORT NUMBER, AND THE QUAL17.1- CONTROL
<br />FOR REVIEN NITH ICo REPORTS INDICATIN& EQUIVALENT OR &REATER LOAD CAPACITIES. IN
<br />A&ENCY. ALL ENGINEERED NOOSE SHALL BE MANUFACTURED IN ACCORDANCE NITH THE NATIONAL
<br />ADDITION, FOR WIND OR SEISMIC APPLICATIONS, SUBSTITUTIONS SHALL MEET ICC ACCEPTANCE
<br />EVALUATION SERVICE, INC., REPORT NO. NER-451. ALL MEMBERS SHALL BE MANUFACTURED NITH A
<br />CRITERIA ACOI. SPECIAL INSPECTION 15 REQUIRED FOR ALL EXPAN51CN BOLT INSTALLATION.
<br />NATERPROOF ADHESIVE MEETING THE REOUIREMEN T S OF A5TM D2551� NITH ALL STRANDS ORIENTED
<br />EXPANSION BOLTS SHALL NOT BE USED AS SUBSTITUTES FOR EMBEDDED ANCHOR BOLTS UNLE55
<br />PARALLEL NITH THE LENGTH OF THE MEMBER. FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
<br />SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER.
<br />BEAMS:
<br />2.5
<br />DRIVE PINS AND OTHER PONDER -ACTUATED FASTENERS SHALL BE ITN RAM5ET/RED HEAD LOW
<br />LAMINATED STRAND LUMBER (L5L)
<br />VELOCITY TYKE (SERIES 1500, 0.14" DIAMETER UNLESS O 1 HERNISE NOTED), OR AN APPROVED
<br />Fb = 2525 PSI, Fv - 510 PSI, E = 1550 KSI
<br />EQUIVALENT IN 57N&TH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE NITH ICBO REPORT NO.
<br />Fb = 1-100 P51, Fv = 400 P51, E = 1500 KSI (DEPTH < qy2")
<br />165q, MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLESS OTHERN15E NOTED, MAINTAIN AT
<br />LEAST 5" TO NEAREST CONCRETE EDGE.
<br />LAMINATED VENEER LUMBER (LVL)
<br />Fb = 2600 PSI, Fv = 255 PSI, E = IgOO KSI
<br />2.4
<br />EPDXY -GROUTED MODS OR RE5AR TO CONCRETE SPECIFIED ON THE DRANIN&5 SHALL BE GROUTED
<br />NITH "SET EPDXY -TIE ADHESIVE" AS MANUFACTURED BY 51MF50N 5TRON&-TIE, INSTALL IN STRICT
<br />PARALLEL 57RAND LUMBER (FSL)
<br />ACCORDANCE WITH ICC REPORT NO. 52iq, INCLUDING MINIMUM EMBEDMENT REQUI MENT5.
<br />Fb = 21100 PSI, Fv = 2alO PSI, E = 2000 K51
<br />SUBSTITUTES PROPOSED BY CONTRACTOR SHALL BE SUBMITTED FOR REVIEN KITH ioC REPORTS
<br />INDICATIN& EQUIVALENT OR GREATER LOAD CAPACITIES. IN ADDITION, FOR NIND OR 5E15M10
<br />RIM BOA
<br />AFFLICATIONS, 5U55TITUTION5 SHALL MEET IOC ACCEPTANCE CRITERIA AC55, SPECIAL INSPECTION
<br />LAMINATED STRAND LUMBER (L5L)
<br />OF EPDXY -GROUTED ANCHOR INSTALLATION IS REGUIRED.
<br />Fb = 1,700 PSI, Fv = 255 PSI, E = 1500 K51
<br />DESIGN 5HONN ON THE DRANIN&5 15 BASED ON LUMBER MANUFACTURED BY TRU5-JOI5T MACMILLAN.
<br />C,CNG T :
<br />ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEN AND APPROVAL BY THE ARCHITECT
<br />5.1
<br />CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE N1TH 115C
<br />AND STRUCTURAL ENGINEER. ALL HAN&ERS AND OTHER HARDNARE NOT 5HOWN SHALL BE DESIGNED
<br />SECTION 1g05 AND ACI 501. CONCRETE SHALL ATTAIN A 25-DAY STRENGTH OF f'c = 2,500 P51 AND
<br />AND SUPPLIED BY THE JOIST MANUFACTURER.
<br />MIX SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS.
<br />6.4 DECKiNS SHALL BE IN ACCORDANCE KITH AITO 112-q5. FURNISH TO THE FOLLONIN& MINIMUM
<br />5.2
<br />REINFORCING STEEL SHALL CONFORM TO A5TM A615, &RAPE 60, fy = 60,000 PSI, EXCEPTIONS:
<br />5TANOARD5:
<br />BARS SPECIFICALLY NOTED AS SUCH ON THE DRANIN&5 SHALL BE GRADE 40, fy = 40,000 PSI.
<br />DOUGLAS FIR -LARCH OR DOU&LAS FIR -LARCH (NORTH) COMMERCIAL QUALITY
<br />NELDED NIRE FABRIC SHALL CONFORM TO A5TM A155.
<br />MINIMUM BASIC DE516N 5TRE55
<br />Fb = 1650 PSI, E = 1 `700 K51
<br />5.5
<br />REINFOROIN& 57EEL SHALL BE DETAILED (INCLUDIN& HOOKS AND BENDS) IN ACCORDANCE KITH ACI
<br />515-qq AND 50-02. LAP ALL CONTINUOUS REINFORCEMENT 2'-0" MINIMUM. PROVIDE CORNER. BARS
<br />6.5 PREFABRICATED CONNECTOR PLATE NOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY THE
<br />AT ALL NALL AND FOOTING INTER5ECTION5 AND LAP 2'-0" MINIMUM. LAPS OF LARGER BARS SHALL
<br />MANUFACTURER IN ACCORDANCE KITH TPI I-2001 FOR THE SPANS AND CONDITIONS 5HONN ON THE
<br />BE MADE IN ACCORDANCE KITH ACI 515-5'l, CLASS B. LAP ADJACENT MATS OF NELDED V41RE
<br />DRANIN65. HOOD TRUSSES SHALL UTILIZE APPROVED CONNECTOR PLATES (MITEK, ITN OR OTHER
<br />FABRIC A MINIMUM OF 5" AT 51DE5 AND ENDS.
<br />APPROVED TRUSS PLATE MANUFACTURER). UNLESS OTHERN15E NOTED, LOADING SHALL BE AS
<br />FOLLONS:
<br />5.4
<br />CONCRETE PROTECTION (COVER) FOR REINFORCIN6 STEEL SHALL BE AS FOLLON5:
<br />ROOF LOADING
<br />FCOTINC75 AND UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 5"
<br />TOP CHORD LIVE LOAD IN ACCORDANCE KITH CRITERIA SECTION (5NOl6Ai OR ROOF LIVE LOAD)
<br />FORMED SURFACES EXPOSED TO EARTH OR WEATHER (6 BARS OR LARGER) 2"
<br />BOTTOM CHORD LIVE LOAD IN ACCORDANCE NITH CRITERIA SECTION (ATTIC LOAD)
<br />(5 BARS OR SMALLER) 1Y2"
<br />TOP CHORD DEAD LOAD 10 PSF
<br />BOTTOM CHORD DEAD LOAD 5 F5F
<br />5.5
<br />CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRANIN65 FOR EXACT LOCATIONS AND
<br />NIND UPLIFT (TOIL CHORD) 15 PSF
<br />DIMENSIONS OF DOOR AND NINDON OFFNIN65 IN ALL CONCRETE NALL5. SEE MECHANICAL
<br />DRANINSS FOR 51ZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENIN65 THROUGH CONCRETE
<br />FOR TRUSSES 5PANNING 60-FEET OR GREATER, THE ONNER SHALL CONTRACT KITH ANY QUALIFIED
<br />NALL5. SEE ARCHITECTURAL DRANIN65 FOP: ALL &ROOVE5, NOTCHES, CHAMFERS, FEATURE STRIPS,
<br />REGISTERED DESIGN PROFESSIONAL FOR THE DE516N OF THE TEMPORARY INSTALLATION
<br />COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE SURFACES.
<br />RE5TRAINT/5RACIN& AND THE PERMANENT INDIVIDUAL TRUSS MEMBER RE5TRAINT/5RAOIN6. A
<br />PRECONSTRUCTION MEETING SHALL BE ARRANGED INCLUDING THE ENGINEER, TRUSS MANUFACTURED,
<br />CONTRACTOR, FRAMING 5UFERVI5OR, AND CRANE OPERATOR TO REVIEN THE HANDLING,
<br />57L :
<br />INSTALLATION ,AND BRACING FRIOR TO DELIVERY OF TRU55E5.
<br />5.1
<br />STRUCTURAL 57EEL DE516N, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS
<br />OF THE A.I.5.C. SPECIFICATIONS AND CODES:
<br />6.6 ROOF, FLOOR 4 NALL 5HEATHIN& SHALL BE APA RATED, EXTERIOR OR EXPOSURE I PLYVNOOD OR
<br />055. 5HEATHIN6 SHALL BE MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT
<br />1. SPECIFICATION FOR 5 T RUCTURAL STEEL 51UILDIN65-ALLONABLE 57RE55 AND PLASTIC DE516N, OR
<br />STANDARDS DOC P5-1 OR DOC P5-2, OR APA FRP-105 PERFORMANCE STANDARDS AND POLICIES
<br />LOAD AND RESISTANCE FACTOR DESIGN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS.
<br />FOR STRUCTURAL USE PANELS. SEE DRANIN&5 FOR THICKNESS, SPAN RATING, AND NAILING
<br />REQUIREMENTS. UNLE55 OTHE 15E NOTED, NALL 5HEATHIN& SHALL BE 1/2" (NOMINAL) KITH SPAN
<br />2. CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, ADOPTED JUNE 10, Ilg2,
<br />RATING OF 24/0. GLUE FLOOR SHEATHING TO ALL 5UPFORTIN6 MEMBERS KITH ADHESIVE
<br />AMENDED BY THE DELETION OF THE FOLLOWING PHRASE IN FARAGRAPH 4.2.1: "THIS APPROVAL
<br />CONFORMING TO APA SPECIFICATION AF&-OI.
<br />CON571TUTES ACCEPTANCE BY THE ONNER'S AUTHORIZED REPRESENTATIVE OF DESIGN
<br />RESPONSIBILITY FOR THE STRUCTURAL ADEQUACY OF SUCH CONNECTIONS."
<br />6.7 ALL HOOD PLATES IN DIRECT CONTACT KITH CONCRETE OR MASONRY SHALL BE PRESSURE -TREATED
<br />NITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF ASPHALT -IMPREGNATED BUILDING
<br />5.2
<br />STRUCTURAL STEEL. INCLUDING PLATES, ANGLES, AND RODS, SHALL CONFORM TO A5TM A56, Fy = 56
<br />PAPER 5ETNEEN UNTREATED LEDGERS, BLOCKING, ETC., AND CONCRETE OR MASONRY.
<br />K51. STEEL SHAPES SHALL CONFORM TO A5TM A572, Fy = 5O K5I. STEEL PIPE SHALL CONFORM TO
<br />ASTM A55, TYPE E OR 5, &RAPE 5, Fy = 55 K51. STRUCTURAL TUBING SHALL CONFORM TO ASTM
<br />(b.5 TIMBER CONNECTORS SHALL BE "STRONG -TIE" BY 51MP50N COMPANY, AS SPECIFIED iN THEIR
<br />A500, 6RADE B, Fy = 46 K51, ANCHOR BOLTS AND CONNECTION BOLTS SHALL CONFORM TO A5TM
<br />CATALOG NO, 0-2006. PROVIDE NUMBER AND 51ZE OF FASTENERS A5 SPECIFIED BY
<br />A50-7.
<br />MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE NITH THE MANUFACTURER'S
<br />INSTRUCTIONS. INHERE CONNECTOR STRAPS CONNECT TNO MEMBERS, CENTER STRAP ON JOINT .AND
<br />5.5
<br />DIMENSIONAL TOLERANCE FOR STRUCTURAL STEEL MEMBERS SHALL BE PER THE A150 CODE OF
<br />PROVIDE NUMBER AND 51ZE OF FASTENERS AS SPECIFIED BY MANUFACTURER, KITH EQUAL NUMBER
<br />STANDARD PRACTICE FOR STEEL BUILDIN&5 AND 5RID&E5, 5ECTION 6.4 AND A5TM SPECIFICATION
<br />AND 51ZE OF FASTENERS IN EACH MEMBER.
<br />A6, UNLE55 SPECIFICALLY ALLONED BY THE ENGINEER, COLUMN MEMBERS SHALL NOT BE MODIFIED
<br />BY THE ROTARY 5TRAI&HTENIN& PROCESS.
<br />TIMBER CONNECTORS IN CONTACT NITH TREATED HOOD SHALL BE ZMAX/HD& OR STAINLESS STEEL
<br />AND THE FASTENERS SHALL BE GALVANIZED IN AOCO ANCE KITH ASTM A155 OR STAINLESS STEEL.
<br />5.4
<br />ARCHITECTURALLY EXP05ED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE A.1.5.0.
<br />(HOOD TREATED V41TH ZINC BORATE EXEMPT.)
<br />CODE OF STANDARD PRACTICE FOR STEEL BUILDING5 AND BRIDGES, ADOPTED JUNE 10, Iq'12. ANY
<br />STEEL THAT 15 TO BE EXP05ED TO VIEN UPON COMPLETION OF THE PROJECT SHALL BE CONSIDERED
<br />6A BOLTS AND LAS SCRENS IN HOOD MEMBERS SHALL CONFORM TO A5TM A501. THREADED RODS
<br />ARCHITECTURALLY EXP05ED.T.
<br />SHALL CONFORM TO A5TM A56. PROVIDE NASHER5 UNDER THE HEADS AND NUTS OF ALL BOLTS,
<br />RODS AND LAG 5CREN5 BEARING ON N00D INSTALLATION OF BOLTS SHALL CONFORM TO 2001
<br />5.5
<br />ALL VIELVIN6 SHALL BE IN CONFORMANCE KITH A.I.5.0. AND A.N.5.5TANDARDS AND SHALL BE
<br />N05 SECTION 11.1.2, AND INSTALLATION OF LAG 5CREN5 SHALL CONFORM TO 2001 NOS SECTION
<br />PERFORMED BY N.A.B.O. CERTIFIED NELDERS U51N& E'7OXX ELECTRODES. ONLY PREQUALIFIED
<br />NELD5 (AS DEFINED BY A.N.S.) SHALL BE USED. NELDING OF &RAPE 60 REINFORCIN& BARS (IF
<br />NAILING: ALL FAILS SPECIFIED ON THE SHALL BE AS FOLLOWS:
<br />REQUIRED) SHALL BE PERFORMED U51N& LON HYDRO&EN ELECTRODES. NELDIN& OF GRADE 40
<br />FRAMIN& NAILS: 0.151"0 x 51/4"
<br />REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED U51N6 E'7OXX ELECTRODES. NELDIN&
<br />5HEATHING NAILS: 0.15I" 0 x 2Y2u
<br />NITHIN 4" OF COLD BENDS IN REINFORCINO STEEL 15 NOT PERMITTED. SEE REINFORCEMENT NOTE
<br />DECKING NAILS: 0.162"0 x 5V2"
<br />FOR MATERIAL REGUIREMENT5 OF NELDED BARS.
<br />ALL METAL FASTENERS IN CONTACT NITH TREATED HOOD SHALL BE &ALVANIZED IN ACCORDANCE
<br />NITH ASTM A155 OR 5TAINLE55 STEEL. (MOOD TREATED NITH ZINC BORATE EXEMPT.)
<br />Noco
<br />6.1
<br />FRAMIN& LUMBER SHALL BE KILN DRIED OR MC-Icl, AND &RAPED AND MARKED IN CONFORMANCE
<br />6.10 NOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERNISE NOTED ON THE DRANIN&S:
<br />NITH N.C.L.5. STANDARD GRAVING RULES FOR NEST COAST LUMBER NO. '1-7. FURNISH TO THE
<br />FOLLONIN& MINIMUM STANDARDS-
<br />A. ALL HOOD FRAMIN& DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE I5C.
<br />MINIMUM NAILING SHALL CONFORM TO I5C TABLE 2504.q.1 OR NER-212. COORDINATE THE SIZE
<br />JOISTS, BEAMS, 5TR1N&ER5 4 LED&ER5:
<br />AND LOCATION OF ALL OFENIN&5 NITH MECHANICAL AND ARCHITECTURAL DRANIN65.
<br />(2x MEMBERS) HEM -FIR NO. 2
<br />Fb = 550 PSI, Fv = 150 PSI, Fcp = 405, E = 1500 K51
<br />5. NALL FRAMIN&: ALL STUD NALL5 SHALL BE 2x4 5TUD5 0 16"®c. AT INTERIOR NALL5 AND 2x6
<br />16"®o AT EXTERIOR NALL5. TNO STUDS MINIMUM SHALL BE PROVIDED AT THE ENDS OF ALL
<br />(4x MEMBERS) DOU&LAS FIR -LARCH NO. 2
<br />NALL5, AT EACH SIDE OF ALL OPENIN&5, AND AT THE ENDS OF ALL BEAMS AND HEADERS. (2)
<br />Fb = qOO PSI, Fv = 150 F51, Fcp = 625, E = 1600 K51
<br />2x5 HEADERS SHALL BE PROVIDED OVER ALL OPENIN&5. 50LID 5LOCKIN& FOR HOOD
<br />COLUMNS
<br />(BUILT-UP 2x BEAMS) HEM -FIR NO. 2
<br />SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELON.
<br />Fb = 550 PSI, Fv = 150 PSI, Fcp = 405,E = 1500 KSI
<br />ALL STUD NALL5 SHALL HAVE THEIR LONER HOOD PLATES ATTACHED TO HOOD FRAMING
<br />(6x 4 LAR&ER MEMBERS) DOU&LA5 FIR -LARCH NO. 2
<br />5ELON
<br />Fb = 5"75 PSI, Fv = 1i0 PSI, Fcp = 625, E = 1500 KSI
<br />NITH FRAMING NAILS AT 12"®c STAGGERED OR BOLTED TO CONCRETE NITH 5/5" DIAMETER
<br />ANCHOR BOLTS (EMBED 1") @ b'-O"®c. INDIVIDUAL MEMBERS OF BUILT-UP STUD P05T5 SHALL BE
<br />POSTS: (4x MEMBERS) HEM -FIR NO. 2
<br />NAILED TO EACH OTHER NITH FRAMING NAILS @ 12"®c 5TA66ERED.
<br />Fr_ = 1500 PSI, Fb = 850 PSI, E = 1500 K51
<br />0. FLOOR AND ROOF FRAMIN&; PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT
<br />(6x $ LAR&ER MEMBERS) DOU&LAS FIR -LARCH NO. 2
<br />EXTEND OVER MORE THAN HALF THE JOIST LEN&TH AND AROUND ALL OPENIN&S IN FLOORS OR
<br />Fr_ = '700 PSI, Fb = -750 PSI, E = 1500 K51
<br />ROOFS. PROVIDE BRID&IN& @ 5'-O"oc AND SOLID BLOCKIN& AT ALL BEARIN& POINTS.
<br />TOENAIL
<br />(BUILT-UP 2x P05T5) HEM -FIR NO. 2
<br />JOISTS TO SUPPORTS NITH TN0 FRAMING NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR
<br />Fb = 550 F51, Fv = 150 PSI, Fcp = 405, E = 1500 K51
<br />BEAMS NITH 51MP50N METAL J015T HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL
<br />MULTI-JO15T BEAMS TOGETHER NITH FRAMIN& NAILS @ 12"oo STA&&EKED.
<br />6.2
<br />GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE NITH A5TM AND A.I.T.C.
<br />5TANDAR.D5. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE
<br />ROOF AND FLOOR 5HEATHIN& SHALL BE LAID UP WITH &RAIN
<br />ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. FURNI5H TO THE FOLLONIN& 'MINIMUM
<br />PERPENDICULAR TO 5UFFORT5 AND
<br />5TANDA 5:
<br />NAILED NITH 5d NAILS @ 6"®c TO FRAMED PANEL EDGES AND OVER 5TUD NALL AS 5HONN ON
<br />THE DRANIN&5 AND ® 12"®c (10"oc AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE
<br />SIMPLE SPAN BEAMS: DOU&LA5 FIR COMBINATION 24F-V4
<br />APPROVED PANEL EDGE CLIPS CENTERED BETNEEN JOISTS U5SE5 AT UNBLOCKED ROOF
<br />Fb = 2400/1500 PSI, Fv = 240 PSI, E = '1500 K51
<br />SHEATHING EDGES. ALL FLOOR 5HEATHIN& ED&E5 SHALL HAVE APPROVED
<br />TON&UE-AND-GROOVE JOINTS OR SHALL BE 5UFFORTED NITH 50LID BLOCKING. ALLON I/5"
<br />CAMBER ALL &LULAM 5EAM5 TO 5,500' RADIUS, UNLE55 OTHERN15E NOTED. GLUED LAMINATED
<br />5FACIN& AT ALL PANEL ED&E5 AND ENDS OF FLOOR AND ROOF 5HEATHIN&, TOENAIL
<br />MEMBERS EXPOSED TO NEATHER OR M015TURE SHALL BE TREATED NITH AN APPROVED
<br />BLOCKING
<br />PRESERVATIVE.
<br />TO SUPPORTS NITH FRAMIN& NAILS ® 12"oc. AT BLOCKED FLOOR AND ROOF DIAPHRAGM5,
<br />PROVIDE FLAT 2x BLOCKIN& AT ALL UNFRAMED PANEL ED&E5 AND NAIL NITH EDGE NAILIN&
<br />SPECIFIED.
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<br />ENGINF,ERING
<br />19011 Wo dkllill, Snohomish Road NE, Suam 100
<br />VC%OODINVILLE, WA 98072-4436
<br />PRUNE 425-814-8448 FAN: 425-821-2120
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