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<br />CRITERIA:
<br />1.1 ALL MATERIALS WORKi'-1AN5HIP, DE515N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
<br />5PECIFIOATIONS, AND THE INTERNATIONAL BUILDING CODE (I50), 2015 EDITION.
<br />1.2 DE516N LOADING CRITERIA:
<br />ROOF LIVE LOAD (SNOW), Pf 25 PSF
<br />FLOOR LIVE LOAD (RESIDENTIAL) 40 p5F
<br />WIND DESIGN ORITERIA:
<br />(A50E l-05, 5ECTION 6.4, METHOD I- SIMPLIFIED PROCEDURE)
<br />I. ULTIMATE MIND SPEED (5-5EC GUST) 110 MPH
<br />2. WIND IMPORTANCE FACTOR, I vq 1.0
<br />S. EXPOSURE B
<br />4. INTERNAL PRE55URE COEFFICIENT N/A
<br />5. COMPONENTS AND CLADDING REFER TO DRAWIN65
<br />6. WIND 5PEED-UP FACTOR Kzt = 1.00
<br />SEISMIC DESIGN CRITERIA:
<br />I. 5EISMIC USE GROUP I
<br />2. SEISMIC IMPORTANCE FACTOR IE = 1.0
<br />5. MAPPED SPECTRAL ACCELERATION, SHORT PERIOD 5s = 1.544
<br />4. MAPPED SPECTRAL ACCELERATION, i-SEOOND PERIOD 51 = 0.511
<br />5. 51TE CLASS D
<br />6. SPECTRAL RESPONSE COEFFICIENT, SHORT PERIOD eras = 0.110
<br />-1. SPECTRAL RESPONSE COEFFICIENT, 1-5ECOND PERIOD SDI = 0.51
<br />5. SEISMIC DE516N CATEGORY D
<br />q. BA510 5F_I5MIC,-FORCE-RE515TANCE SYSTEM PLYWOOD SHEAR WALL5
<br />10. RE516N BASE SMEAR V = 4.2 KIPS
<br />II, 5E15MIC RESPONSE COEFFICIENT Cs = 0.14NV
<br />12. RESPONSE MODIFICATION FACTOR R = 6.5
<br />15. ANALY515 PROCEDURE USED EQUIV. LATERAL FORCE (A50E cl.5.5)
<br />1.5 STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION W1TH ALL OTHER PROJECT DOCUMENTS FOR
<br />BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR
<br />COMPAT151LITY AND SHALL NOTIFY ARCHITECT OF ALL DI5CREPANCIE5 PRIOR TO CONSTRUCTION.
<br />1.4 CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING
<br />ANY WORK. DIMENSIONS OF EX15TING CONDITIONS SHOWN ON THE DRAWINGS MUST 5E VERIFIED.
<br />1.5 CONTRACTORSHALL PROVIDE TEMPORARY 'BRACING FOR THE STRUCTURE AND STRUCTURAL
<br />COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE SEEN COMPLETED IN ACCORDANCE WITH THE
<br />DRAWING5.
<br />I h CONTRACTOR SHALL 5E RE5PON5151-E FOR ALL SAFETY PRECAUTIONS AND THE METHODS,
<br />TECHNIQUES, 5FQUENCE5 OR PROCEDURES REQUIRED TO PERFORM THE WORK.
<br />1.7 CHANGES TO THESE DRAWINGS THAT AFFECT THE STRUCTURAL DESIGN ARE THE RESPONSIBILITY OF
<br />THE CONTRACTOR. THE ENGINEER SHOULD BE INFORMED OF ANY STRUCTURAL CHANGES.
<br />1.5 DRANINS5 INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE
<br />NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS 5HOWN, SIMILAR
<br />DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEN AND ,APPROVAL BY THE ARCHITECT
<br />AND THESTRUCTURAL ENGINEER.
<br />IA ALL STRUCTURAL 5Y5TFM5 COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL 5E
<br />5UPERV15ED BY THE SUPPLIER DURING 1'-1ANUFACTURIN6, DELIVERY, HANDLING, 5TORAGF AND
<br />ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER.
<br />1.10 SEISMIC BRACING OF MECHANICAL UNITS AND OTHER MECHANICAL FIXTURES NOT SPECIFICALLY
<br />SHOWN ON THE PROJECT MECHANICAL DRAWINGS SHALL BE DESIGNED BY A PROFE55IONAL
<br />ENGINEER REGISTERED IN THE STATE OF WASHINGTON. THE MECHANICAL CONTRACTOR MUST HIRE THE
<br />ENGINEER, AND 15 RESPONSIBLE FOP, ALL COSTS RELATED TO THE PURCHASE AND INSTALLATION OF
<br />SEISMIC 5RACING.
<br />1.11 DEFERRED SUBMITTALS: SHOP DRAWIN65 FOR DEFERRED SUBMITTAL ITEMS SHALL INCLUDE THE
<br />DESIGNING FROFF-55IONAL ENGINEER'5 STAMP, 5TATE OF WASHINGTON, AND SHALL 5E APPROVED BY
<br />THE COMPONENT DE5I6NFR PRIOR TO CUR5ORY REVIFW BY THE ENGINEER OF RECORD FOR LOADS
<br />IMPOSED ON THEE BASIC 5TRUCTURE. THE COMPONENT DESIGNER 15 RESPONSIBLE FOR CODE
<br />CONFORMANCE AND ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT ON
<br />ARCHITECTURAL OR STRUCTURAL DRAWINGS. DEFERRED 5UBMITTAL5 SHALL INDICATE MAGNITUDE
<br />AND DIRECTION OF ALL LOADS IMPOSED ON BA510 STRUCTURE. DESIGN CALCULATIONS SHALL BE
<br />INCLUDED IN THE SUBMITTAL. THE ARCHITECT SHALL FORWA ALL VIEWED DEFERRED
<br />SUBMITTALS TO THE BUILDING OFFICIAL FOR APPROVAL.
<br />1.12 SPECIAL INSPECTION SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 1-704 OF THE 150 BY A
<br />OUALIFIED TE5TIN6 AGENCY DE5I6NATED 5Y THE ARCHITECT. THE ARCHITECT AND ENGINEER SHALL
<br />BE FURNISHED WITH COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS. SPECIAL INSPECTION
<br />SHALL BE PERFORMED ON CAST IN PLACE CONCRETE WALL5.
<br />1.15 CHANGES TO THESE DRANIN65 THAT AFFECT THE STRUCTURAL DESIGN ARE THE RESPONSIBILITY OF
<br />THE CONTRACTOR. THE ENGINEER SHALL BE INFORMED OF ANY STRUCTURAL CHANGES ONCE
<br />RECEIVED STRUCTURAL CHANGE5 WILL BE SUBMITTED TO THE CITY FOR APPROVAL.
<br />&EOTECHNIC,AL:
<br />2.1 FOUNDATION NOTF5: ALLOWABLE 501L_ FRE-55URE, LATERAL EARTH PRE55URF, AND 501L PROFILE
<br />TYPE ARE A55UMFD AND THEREFORE MUST BE VERIFIED. IF 5011_5 ARE FOUND TO BE OTHER THAN
<br />ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR P05515LE FOUNDATION REDESIGN. FOOTINC75
<br />SHALL BEAR, ON FIRM, UNDISTURBED EARTH AT LEAST I&" BELOW ADJACENT FINISHED GRADE.
<br />UNLESS OTHERWI5E NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALL5 ABOVE.
<br />5ACKFILL BEHIND ALL RETAINING WALLS WITH FREED INING, GRANULAR FILL AND PROVIDE FOP,
<br />SUBSURFACE DRAINAGE.
<br />ALLOWABLE 501L PRE55URE 2000 F5F
<br />BOLTS O CONCRETE SHAALL",AS MANUFACTURED BY SIMPSON
<br />AND INSTALLED IN STRICT ACCORDANCE
<br />._
<br />EMBEDMENTMINIMUM ratUIREMENTS. SUBSTITUTES PROPOSED BY CONTRACTOR , _; BE SUBMITTED
<br />FOP
<br />REVIEN NITH 100 REPORTS INDICATIN& EQUIVALENT OR &RIEATER LOAD CAPACITIES. IN
<br />ADDITION, O OACCEPTANCE
<br />PONDER-ACTUATEDCRITERIA ACOI. SPECIAL INSPECTION 15 Rl=-GUIRF-P FOR ALL EXPANSION BOLT INSTALLATION.
<br />EXPAN51ON BOLTS SHALL NOT BE USED AS 5U55TITUTE5 FOR EMBEDDED ANCHOR BOLTS UNLE55
<br />SPECIFICALLY APPROVED BY THE STRUCTURAL EN&INEER.
<br />2.5 DRIVE FINS AND OTHER AR .
<br />VELOCITY TYPE (SERIES 0 4 DD R AN APPROVED
<br />EMBEDMENT.5QUIVALENT IN STREN&TH AND ACCORDANCE NITH 1050 REPORT NO.
<br />165q. MINIMUM EMBEDMENT IN CONCRETE SHALL BE I" UNLF55 OTHER.11415E NOTED. MAINTAIN AT
<br />LEAST 3" TO NEAREST CONCRETE ED&E.
<br />2.4 EPDXY -&ROUTED RODS OF, REBAR TO CONCRETE SPECIFIED ON DRANINSS SHALL-
<br />EPDXY -TIE
<br />-,- - BY ,' P .. 0 O
<br />N&-TIE. INSTALL IN 5TRICT
<br />ACCORDANCE NITH ICC REPORT NOr �EMBEDMENTr_
<br />SUBSTITUTESCONTRACTOR BE SUBMITTED
<br />;. CAPACITIES.4 R SEISMIC
<br />ACCEPTANCEAPPLICATION5,51J55TITUTION5 SHALL MEET 100 CRITERIA A055. SPECIAL
<br />ANCHOROF FPDXY-&ROUTED
<br />PROPORTIONED,5.1 CONCRETE SHALL BE MIXED,
<br />SECTION 10105 AND ACI 501. CONCRETE SHALL ATTAIN xA 2,500
<br />MIX SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS.
<br />5.2 REINFORCIN6 STEEL SHALLCONFORM TO ar 60,000 EXCEPTIONS:
<br />BARS SPECIFICALLY P ._ BE 40 0,000
<br />DETAILEDNELDED HIRE FABRIC SHALL CONFORM TO A5TM A155.
<br />5.5 REINFORCINS STEEL SHALL BE AND rACCORDANCE
<br />..ND 515-0-2. LAP ALL CONTINUOUSE r►PROVIDE BARS
<br />AT ALL NALL AND FOOTINO INTERSECTIONSAND LAP BARS SHALL
<br />ADJACENTBE MADE IN ACCORDANCE NITH ACI 51,5-5cf, CLASS E3. LAP
<br />FABRIC A MINIMUM OF 5" AT SIDES AND ENDS.
<br />3.4 CONCRETE PROTECTION (COVER) FOP, REINFORCIN6 STEEL SHALL BE AS FOLLON5:
<br />FOOTIN&5 AND UNFORMEDPERMANENTLY _
<br />FORMED PR r TO
<br />OR SMALLER) V21.
<br />ARCHITECTURAL5.5 CA5T-IN-PLACE CONCRETE SEE EXACTO
<br />DIMENSIONS OF DOOR AND NINDON OPENINC75 IN ALL CONCRETE NALL5. SEE MECHANICAL
<br />DRANIN65 FOP, 51ZE AND LOCATION OF MISCELLANEOUS MECHANICAL O
<br />COLOR, TEXTURE, AND OTHER FIN15H DETAILS AT ALL EXPOSED CONCRETE SURFACES.
<br />5.1 STRUCTURAL STEEL DE516N, FABRICATION, AND ERECTION SHALL BE BASED ON THE LATEST EDITIONS
<br />SPECIFICATIONS
<br />1. SPECIFICATION FOR STRUCTURAL STEEL BUILDIN65-ALO
<br />SPECIFICATIONLOAD AND RESISTANCE FACTOR DESI&N R.
<br />2. CODE OF STANDARD PRACTICE
<br />- i&F-5, ADOPTED JUNE 10,
<br />AMENDED BY THE DELETION OF THE FOLLOAIN& PHRASE IN PARA&RAPH 4.2.1: "THIS APPROVAL
<br />CONSTITUTES ACCEPTANCE BY . ONNER'5 AUTHORIZED REPRESENTATIVE OF OF-516N
<br />RESPONSIBILITY
<br />O L O. STRUCTURAL ADEGUACY OF SUCH CONNECTIONS."
<br />STRUCTURAL5.2 e AND Or CONFORM
<br />K51. STEEL SHAPES SHALL CONFORM TO A5TM A5-12, Fy = 50 <51. STEEL P�Prz- SHALL CONFORM TO
<br />A5TM A55, TYPE E OR, 5, &RADE 5, Fy = 55 K 51. STRUCTURAL TUBIN& SHALL CONFORM TO A5TM
<br />BOLTS AND CONNECTION 5OLT5
<br />DIMENSIONAL5.5 OSTRSTANDARD UCTURALACTICE FOR STEEL
<br />A&. UNLESS SPECIFICALLY ALLONED BY THE EN&INEER, COLUMN MEMBERS SHALL NOT BE MODIFIED
<br />BY THE ROTARY 5TRAI6147ENIN6 PROCESS.
<br />5.4 ARCHITECTURALLY EXP05ED STRUCTURAL 57EEL SHALL CONFORM TO SECTION �O OF THE A.1.5.0.
<br />COMPLETIONCODE OF STANDARD PRACTICE FOP, STEEL 51JILDIN65 AND ADOPTED JUNE 10,
<br />ANY
<br />STEEL THAT 15 TO BE EXPOSED TO VIFN UPON OF
<br />ARCHITECTURALLY EXPOSED.T.
<br />AND .. _
<br />PERFORMED B.
<br />NELI,)5
<br />RFOUIRE59 SHALL BE _. ELECTRODES._
<br />REINFORCIN&
<br />V�I_.
<br />HIN 4" OF COLD BENDS IN REINFORCIN65TEFL 15 NOT PERMITTED. 5EE REINFORCEMENT NOTE
<br />, MATERIAL REOUIREMENTS OF NELDED SAPS.
<br />MOOD:
<br />6.1 FRAMING LUMBER SHALL BE KILN DRIED OR MC-1cf, AND GRADED AND MARKED IN CONFORMANCE
<br />!WITH W.C.L.5. STANDARD GRADING RULES FOR WE5T COAST LUMBER NO. li. FURNISH TO THE
<br />FOLLOWING MINIMUM STANDA 5:
<br />.JOISTS, BEAMS, 5TRIN6ERS 4 LEDGERS:
<br />(2x MEMBERS) HEM -FIR NO. 2
<br />Fb = 550 PSI, Fv = 150 PSI, Frp = 405, E = 1500 K51
<br />(4x MEMBERS) DOUGLAS FIR -LARCH NO. 2
<br />Fb = cl00 PSI, Fv = 150 PSI, Frp = 625, E = 1600 K51
<br />(BUILT-UP 2x BEAMS) HEM -FIR NO. 2
<br />Fb = 550 PSI, Fv = 15C PSI, Fop = 405, E = 1500 K51
<br />(bx $, LARGER MEMBERS) DOUGLA5 FIR -LARCH NO. 2
<br />Fb = 575 PSI, Fv = 1,70 PSI, Fop = 625, E = 1500 K51
<br />POSTS: (4x MEMBERS) HEM -FIR NO, 2
<br />Fr = 1500 PSI, Fb = 550 PSI, E = 1500 K51
<br />(bx 4 LARGER MEMBERS) DOU6LA5 FIR -LARCH NO. 2
<br />Fc = -100 PSI, Fb = i50 PSI, E 1500 K51
<br />(BUILT-UP 2x POSTS) HEM -FIR NO. 2
<br />Fb = 550 PSI, Fv = 150 Pei, Fop = 405, E = 1500 K51
<br />6.2 GLUED LAMINATED MFMBER.5 SHALL BE FABRICATED IN CONFORMANCE WITH A5TM AND A.I.T.O.
<br />STANDARDS. EACH MEMBER SHALL BEAR AN A.I.T.C. IDENTIFICATION MARK AND SHALL BE
<br />ACCOMPANIED BY AN A.I.T.C. CERTIFICATE OF CONFORMANCE. FURNISH TO THE FOLLOWING MINIMUM
<br />5TANDA 5:
<br />SIMPLE SPAN BEAMS: DOUSLAS FIR COMBINATION 24F-V4
<br />Fb = 2400/1500 PSI, Fv = 240 PSI, E = 1500 KSI
<br />CAMBER ALL SLULAM BEAMS TO 5,500' RADIUS, UNLESS OTHERWISE NOTED. GLUED LAMINATED
<br />MEMBERS EXPOSED TO WEATHER OR MOISTURE SHALL BE TREATED WITH AN APPROVED
<br />PRESERVATIVE.
<br />V400CONT.:
<br />6.5 ENGINEERED W00D SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE NATIONAL
<br />RESEARCH BOARD. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTIN& THE NAME AND PLANT
<br />NUMBER OF THE MANUFACTURER, THE GRADE, THE NER REPORT NUMBER, AND THE QUALITY CONTROL
<br />AGENCY. ALL ENGINEERED WOOD SHALL BE MANUFACTURED IN ACCORDANCE WITH THE NATIONAL
<br />EVALUATION SERVICE, INC., REPORT NO. NER-451. ALL MEMBERS SHALL BE MANUFACTURED WITH A
<br />WATERFROCF ADHESIVE MEETING THE REQUIREMENT5 OF A5TM D255cl WITH ALL 5TRAN125 ORIENTED
<br />PARALLEL WITH THE LENGTH OF THE MEMBER. FURNISH TO THE FOLLOAIN& MINIMUM STANDARDS:
<br />BEAMS:
<br />LAMINATED STRAND LUMBER (L5L)
<br />Fb = 2525 PSI, Fv = 510 PSI, E = 1550 KSI
<br />Fb = 1i00 PSI, Fv = 400 PSI, E = 1500 K51 (DEPTH z gi°29
<br />LAMINATED VENEER LUMBER (LVL)
<br />Fb = 2600 P51, Fv = 205 PSI, E = I'l00 KSI
<br />PARALLEL 5TRAND DUMBER (P5L)
<br />Flo = 21100 Pal, Fv = 2qO PSI, E = 2000 K51
<br />RIM BOARD:
<br />LAMINATED STRAND LUMBER (L5L)
<br />Fb = 1-700 PSI, Fv = 255 PSI, E = 1500 K51
<br />DESIGN 5HOWN ON THE DRAWIN65 15 BASED ON LUMBER MANUFACTURED BY TRUS-JOIST MACMILLAN.
<br />ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEN AND APPROVAL BY THE ARCHITECT
<br />AND STRUCTURAL ENGINEER. ALL HANGERS AND OTHER HARDWARE NOT 5HOWN SHALL BE DESIGNED
<br />AND SUPPLIED BY THE ,JOIST MANUFACTURER.
<br />6.A DECKING SHALL BE IN ACCORDANCE WITH AITO 112-q5. FURNISH TO THE FOLLOWING MINIMUM
<br />5TANDARD5:
<br />DOUGLAS FIR -LARCH OR DOUGLA5 FIR -LARCH (NORTH) COMMERCIAL QUALITY
<br />MINIMUM BASIC DE516N571RE55
<br />Fb = 1650 PSI, E = 1-700 K51
<br />6.5 NOT U5ED
<br />6.6 ROOF FLOOR $ WALL 5HEATHING SHALL BE APA RATED, EXTERIOR OR F-XF05URE I PLYWOOD OR
<br />055. 5HEATHING SHALL 5E MANUFACTURED UNDER THE PROVISIONS OF VOLUNTARY PRODUCT
<br />STANDARDS DOC FS-I OR DOO P5-2, OR APA PRP-105 PERFORMANCE STANDARDS AND POLICIES
<br />FOR STRUCTURAL USE PANELS. SEE DRAWING5 FOR THICKNE55, 5PAN RATING, AND NAILING
<br />REQUIREMENTS. UNLE55 OTHERWI5E NOTED, WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN
<br />RATING OF 24/0. GLUE FLOOR 5HEATHING TO ALL 5UPPORTING MEMBERS WITH APHE51VE
<br />CONFORMING TO APA SPECIFICATION AFG-OI.
<br />6.'7 ALL WOOD PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRE55URE-TREATED
<br />WITH AN APPROVED PRESERVATIVE. PROVIDE 2 LAYERS OF A5PHALT-IMPRE6NATED 5UILDING
<br />PAPER BET EN UNTREATED LEDGERS, 5LOCKING, ETC., AND CONCRETE OR MASONRY.
<br />6.5 TIMBER CONNECTORS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR
<br />CATALOG NO. C-2006. PROVIDE NUMBER AND 51ZE OF FASTENERS AS SPECIFIED BY
<br />MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'5
<br />INSTRUCTIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, CENTER 5TRAF ON JOINT AND
<br />PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTU R, WITH EQUAL NUMBER
<br />AND SIZE OF FASTENERS IN EACH MEMBER.
<br />TIMBER CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE ZMAX/HDG OR STAINLE55 STEEL
<br />AND THE FASTENERS SHALL 5E GALVANIZED IN ACCORDANCE WITH A5TM A155 OR STAINLE55 STEEL.
<br />(WOOD TREATED WITH .ZINC BORATE EXEMPT.)
<br />&A BOLTS AND LAG 50IN5 IN WOOD MEMBERS SHALL CONFORM TO A5TM A50-1. THREADED RODS
<br />SHALL CONFORM TO ASTM A56. PROVIDE WA5HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS,
<br />RODS AND LAG 5CREWS BEARING ON WOOD INSTALLATION OF BOLTS SHALL CONFORM TO 2001
<br />ND5 SECTION 11.1.2, AND INSTALLATION OF LAG 5CREN55HALL CONFORM TO 2001 ND5 SECTION II.I.S.
<br />NAILING: ALL NAILS SPECIFIED ON THE SHALL BE AS FOLLOWS:
<br />FRAMING NAILS: 0.151"o x 54"
<br />eHEATHING NAILS: 0.151 "'p x
<br />DECKING NAIL5: 0.162" x 5V2"
<br />ALL !METAL FASTENERS IN CONTACT WITH TREATED W00D SMALL BE GALVANIZED IN ACCORDANCE
<br />WITH A5TM A155 OR STAINLESS STEEL. (WOOD TREATED WITH ZINC BORATE EXEMPT.)
<br />6.10 W00D FRAMING NOTF5: THE FOLLOWING APPLY UNLE55 OTHERWISE NOTED ON THE D WING5:
<br />A. ALL WOOD FRAMING DETAILS SHALL BE CONSTRUCTED TO THE MINIMUM eTANDA S OF THE IES0.
<br />MINIMUM NAILING SHALL CONFORM TO IE30 TA5LE 2504A.1 OR NER-212. COORDINATE THE SIZE
<br />AND LOCATION OF ALL OPFNINC75 WITH MECHANICAL AND ARCHITECTURAL DRAWIN55.
<br />B. WALL FRAMING: ALL STUD WALL5 SHALL BE 2x4 STUDS @ 16"ear. AT INTERIOR WALL5 AND 2x6
<br />16"®o AT EXTERIOR WALLe. TW0 STUDS MINIMUM SHALL BE PROVIDED AT THE ENDS OF ALL
<br />WALLS, AT EACH SIDE OF ALL OPENINGS, AND AT THE ENDS OF ALL BEAMS AND HEADERS. (2)
<br />2x5 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS. SOLID BLOCKING FOR WOOD
<br />COLUMNS
<br />SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS 5ELOW.
<br />ALL STUD WALL5 SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO W00D FRAMINS
<br />BELOW
<br />WITH FRAMING NAILS AT 12"or 5TA66FRED OR BOLTED TO CONCRETE WITH 5/5" DIAMETER
<br />ANCHOR BOLTS (EMBED i") ® 6'-O"or. INDIVIDUAL MEMBERS OF BUILT-UP 5TUD POSTS SHALL BE
<br />NAILED TO EACH OTHER WITH FRAMING NAILS @ 12 "®0 STAGGERED.
<br />C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT
<br />EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINC75 IN FLOORS OR
<br />ROOFS. PROVIDE BRIDGING ® 5'-O"®o AND 50LID BLOCKING AT ALL BEARING POINTS.
<br />TOENAIL
<br />J015T5 TO 5UPPORT5 WITH TWO FRAMING NAILS. ATTACH TIM5FR JOISTS TO FLUSH HEADERS OR
<br />BEAMS WITH SIMP50N METAL .JOIST HAN6ER5 IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL
<br />MULTI -JOIST SEAMS TOGETHER WITH FRAMING NAILS @ 12"®r STAGGERED,
<br />ROOF AND FLOOR 5HEATHIN6 SHALL 5F LAID UP WITH SRAIN
<br />PERPENDICULAR TO SUPPORTS AND
<br />NAILED WITH 5b NAILS @ 6"or TO FRAMED PANEL EDGES AND OVER STUD WALL AS SHOWN ON
<br />THE DRAWING5 AND 9 12"®r (10"®r AT FLOORS) TO INTERMEDIATE SUPPORTS. PROVIDE
<br />APPROVED PANEL EDGE CLIPS CENTERED BET EN JO15T5/TRUSSE5 AT UNBLOCKED ROOF
<br />SHEATHING EDGES. ALL FLOOR 5HEATHIN6 FDGE5 SHALL HAVE APPROVED
<br />TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH 5OLID 5LOCKIN6. ALLOW 1/5"
<br />5PACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL
<br />E5LOCKI NG
<br />TO SUPPORTS WITH FRAMING NAILS ® 12"or. AT BLOCKED FLOOR AND ROOF DIAPHRA6Me,
<br />PROVIDE FLAT 2x 5LOCKING AT ALL UNFRAMED PANEL EDGE5 AND NAIL WITH EDGE NAILING
<br />SPECIFIED.
<br />C u T ( V f; V E Iry T
<br />REV,,'! ,,'! E"LE�--. FOR PERNi
<br />OWN
<br />
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