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<br />1.1 ALL M.AT RIAL5e I I� ZKMANSHIF�, DE 16N, AND 0C�IoI TRUCTID�I SHALL. 0ONF ORM TO THE DRAIININ65,
<br />SPECIFICATIONS, AND THE INTERNATIONAL I UILDIN CODE (I ), 2015 EDI T IDN.
<br />1.2 D 51 N LCADIN5 GRIT RIA.
<br />ROOF LIVE LOAD ( NON
<br />FLOOR LIVE LOAD (RESIDENTIAL.)
<br />HIND D 616N CRITERIA:
<br />(A a -7-0, SECTION 64, METHOD I - SIMPLIFIED FROC DUR )
<br />I. ULTIMATE DE61 N SPEED Ito MPH
<br />2. MIND IMPORTANCE FACTOR, 1 1.0
<br />C CCUPANC�"Y' �ATEC-C RY 11
<br />. ,"MIND E3« SURE
<br />IN
<br />PLYWOOD BLEAR NALLS
<br />V 2.1 KIPS, (ADDITION ONL.'I')
<br />R 6.
<br />ECG. LATERAL. FORCE (A5OE T®O, I.5)
<br />1.5 STRUCTURAL RUCT'URAL. DRANIN65 SMALL® BE USED IN CONJUNCTION NITH ALL OTHER PROJECT DOCUMENTS FOR
<br />IDDIN6 AND CONSTRUCTION. ONTRACTOR SMALL VERIFY DIMENSIONS AND CONDITIONS IFOR
<br />COMPATIBILITY AND SMALL NOTIFY AR HITEOT OF .ALL D16OrREPANCIE PRIOR TO ONSTRUCI�TION.
<br />1.4 OONTRA.C°7OP, SHALL PROVIDE TEMIP2RARY RACK -7 FOR TIME STRUCTURE AND STRUCTURAL COMPONENTS
<br />UNTIL .ALL FINAL CONN C_,TIONS HAVE BEEN COMPLETED IN ACOO ANCE AITH THE DRAI,41NC75.
<br />15 CONTRACTOR SMALL BE RESRON I LE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHM UE5,
<br />6E UENCES OR PROCEDURES REOUIRED TO PERFORM THE NOR<
<br />Ih CON CTOR-INITIATD CH€ N IALL.. BE SU MITTel? IN NRITIN& TO THE ARCHITECT AND 5TRUCTU3 AL,
<br />E I WEER, FOR APPROVAL PRIOR TO FABRICATION OF, C ON5TRUC T"I 1. CIHA C--3 ON SHOP
<br />DR.A IN 5 ONLY RILL. NOT SATISFY THIS REQUIREMENT.
<br />1.7 2RAKNC75 INDICATE 6ENERA:L AND TYPICAL DETAILS OF: CON TRUCTIONI, NHERE CONZDlTICNS ARE NOT
<br />FECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO OETAILS 5HOINN, 5IMiLAR DETAILS OF
<br />CONSTRUCTION SMALL, BE USED, 1+U JECT TO REVIEA AND APPROVAL Y THE ARCHITECT AND THE
<br />STRUCTURAL ENI BR.
<br />I h ALL STRUCTURAL 5Y'5TEM5 C,,OMf:'05ED OF COMPONENTS TO DE FIELD ERECTED SHALL BE 5UFER\/I5Er.-?
<br />Y THE SUPPLIER PUIRINe MANU ACT'URIN , DELIVERY, HANDL., N , T RA E ANZ' ERECTION IN
<br />ACCORDANCE NITH INSTRUCTIONS PREPARED EY THE SUPPLIER,
<br />IA SPECIAL, INSFECTION IS NOT REOUIREP. STANDARD TRAMIN6 INSPECTIONS APPLY.
<br />.ALLONA LE SOIL. PRESSURE 1500 P5F
<br />ANCHORA&E-.
<br />2.2 EXPAN510tiBOLTS INTO CONCRETE SHALL BE "5TRON67—BOLT" AErl>C?E ANCHORS, AS MANUFACTURED
<br />Y SIMPSON STRON -TIE AND INSTALLED IN STRICT ACCORDANCE Y 1"TH LCC-ES REPORT NO. ESR�I 3�1,
<br />INCLUDIN& MINIMUM EMBEDMENT REGUIREMENT5.
<br />SUBSTITUTES UTES PROPOSED BY CONTRACTOR SHALL BE U N'IITT'ED FOR REVIEN NITH lac, REPORTS
<br />INPICATIN& EGUIVALENT CAR GREATER LOAD CAPACITIES. IN ADDITION, FOR bNINP OR SEISMIC
<br />APIPLIC,ATION5,5U55TITUTION5 SMALL. MEET ACI Sly CRACKED CONCRET REGUIREMENTS.
<br />SPECIAL INSPECTION 15 ..ED - e ._
<br />e+-IALL NOT BE USED AS SU55TITUTE5 FOP, EMBEDDED ANCHOR BOLTS UNLE55 SPECIFICALLY
<br />APPROVED 5"'( THE STRUCTURAL- EN&INEER.
<br />2.5 DRIVE FINS AND OTHER FOAPER-ACTUATED FASTENERS SHALL BE 5IMP50N STRONG TIE L:ON
<br />VELOCITY °O: ' R-DRIVEN FASTENERS. INSTALL IN STRICT" ACCORDANCE P41TH ICC REPORT NO,
<br />ESR-21.
<br />2.4 EPDXY -GROUTED RODS CAR RE AR TO CONCRETE SPECIFIED ON TIME DR.ANIN6e SHALL BE &ROUTED
<br />I41TH „5F_T -XF" AS MANUFACTURED BY I ` ON '_5OBI&-TIE. INSTALL IN STRICT ACCORDANCE NIT I-1
<br />ICC REPORT ICO-ES ESR 250, INCLUDINe MINIMUM EMBEDMENT REQUIREMENTS.
<br />E .
<br />..plIgm
<br />CONCRETE.
<br />.1 �R I I ALL BE MIXED, FROFOR IONS , CONVEYEP AND FLArED IN ACCORDANCE KTH IBC
<br />SECTION IW5 ACID ACI I ®0 . CONCRETE SMALL ATTAIN A ®DAY 5TREN6TH OF ?'c' = 2,500 F51
<br />AND MIX SMALL, BE FR-'OFORTI D TO PRODUCE A SLUM' OF "CAR LESS.
<br />ALL CONCRETE KTH 5URFACE5 EXP05ED TO 5 T ANPIN& NAT R. SMALL BE AIR -ENTRAINED NITH AN
<br />Ai R.-OONT NT ,e.,ONF ORM I N& TO ACI 5I6-05 TABLE 4.2.1.
<br />5.2, REINFORCINC7STEEL SMALL CONFORM TO ATM A61 -04, GRADE 60, fy = 60,000 P51. EXOERTIDN e
<br />EAR1 5FECIFICeALLY NOTED AS 5UCH ON THE VRAININCv5 SMALL BE GRADE 40, fy m 40,000 R I,
<br />I SELDED IAlIRE FABRIC SMALL CONFORM TO A TM A16 —0 .
<br />. INFORCILISTEEL SHALL BE DETAILED ONCLUPIN& HOOKS AND BENDS) IN ACCORDANCE KITH ACI
<br />i ®11 AND 51a?-P0, LAF ALL CONTINUOUS '"INF=ORCEMENT 2'-0" MINIMUM. PROVIDE CORNER AP
<br />AT :ALL NALL AND FOO T INS INTERSECTIONS AMID LAF '-O" MINIMUM. LAPS O� LAR ER SAR5 SHALL
<br />E MADE IN ACCORDANCE MITI ACI Iap cd, CLAS-5 5. LAP JACE dT MATMAT5 OF PsIELPEP 011RE
<br />FABRIC. A MINIMUM OF " AT IDES AND ENP5.
<br />NO BARS RARTIALL -l' EMBEDDED IN HARDENED CON RE T E 'SMALL BE FIELD BENT UNLE55 OTHERNI E
<br />NOTED ON THE DRAISINC5B OR APPROVED BY THE STRUCTURAL EN INFER.
<br />5.4 OONORETE PROTECTION (COVER) FOP, REINFORCIN& STEEL SHALL BE .AS F=OLL.ON9.-
<br />FOOTIN65 AND UNFORME:E 5ORFAOE5 OAST A AIN'5T AND PERMANENTLY EXPO ED TO EARTH 5"
<br />FORMED SURFACES EXI1OSa_D TO EARTH CAR NEATHER (6 BARS CAR LARGER) 216
<br />(#5 BARS OR, SMALLER) LV211
<br />.S CSA57-III-PLACE CONCRETE- SEE ARCHITECTURAL 17)RANIN65 FOR EXACT LOCATIONS AND
<br />DIMENSIONS OF DOOR AND IAIINDON OPENIN S IN ALL r_,ONCRE7E MALLS. SEE MECHANICAL
<br />DRANIN&5 FOR "SIZE AND LOCATION OF K5CELLANEOU5 MEC ANQICAL OPENIN&5 7 IROU H CONCRETE
<br />NALLS. SEE A,CK7EC °AURAL. D 1 N6, FOR ALL eROO 5, NOTCHES, CLAMP R5, FEATURE STRIPS,
<br />COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXF05ED CONCRETE UR.a ACES.
<br />NOOD.
<br />&J F=R.AMINC7 LUMiBER SHALL BE IL.N DRIED OR MC -I , AND DED AND MARKED IN CONFORMANCE
<br />KITH N.C.L. . STANDARD 6RADINC-g RULES FOP, NEST COAST LUMBER NCB. 1°7, FURNISH 1-0 THE
<br />FOLLONIN6 MINIMUM TANPARD :
<br />0 7.:
<br />6,5 ALL AOOL� LATE IN DIRECT CONTACT I417H CONCRETE DR MA50NRY '5HAL.L BE RR U —TREATED
<br />AlITH AN AFFRC VEP FRE5ERVATIVE. PROVIDE 2 LAYERLA(ER5 OF A5PHAL.,T-IMPR Cv AT D EWILPIN6
<br />PAPER 5ETAEEN UNTREA s D LEDCER5, 5LOCKINCv, ETC., AND CONCRETE DR -lA ONR.°-.
<br />&A TIMBER, ONNECIC95�I�IAdLL � "VTR �I -TIE" Y SIMF50 I CC�IR,Ak�Y, A SRE IF=I D I THEIR
<br />CATALOS NO. r-,-200,5. RROVIPE NUMBER AND SIZE OF FA5TENER5 AS PECIFIEL� Bly,
<br />MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE KITH TIME MANUFACTURER'S
<br />INSTRUCTIONS. INHERE CONNECTOR STRAP5 CONNECT TV40 MEMBERS, , ENT R 5TRAP ON JOINT AND
<br />FROVIDE NUMBER AND 61. E OF FASTENERS AS 5FECIFIED Y t-'IANUF=AcTUR R, MITI-1 EQUAL NUmaeR
<br />AND 51ZE OF FA5TENER5 IN EACH MEMBER.
<br />TIMBER CONN9CTOR5 IN CONTACT NITH T REATED NOOD SMALL BE ZMAX/HDr7 CAR 57AINLE55 STEEL
<br />AID THE FASTENERS SHALL BE &ALVASNIZED IN ACCORDANCE KTH A TM A155 OR STAINLE55 STEEL.
<br />+y: IC.®00 TREATED Y91T'H ZINC 5ORATE EXEMPT')
<br />ALTERNATE J01 T HANCvER5 AND OTHER HAR47V4ARE MAY BE 5U55TITUTEM FOR ITEMS SHONN
<br />PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPAC ITIE5. ALL JOI T
<br />HAN R5 AMID OTIHER HARDI1IARE SHALL BE COMPA T IELE IN SIZE NITH 5FECIFIEP F=RAMIN& ITEM ER .
<br />6.5 5OLT5 AND LAS 50REP45IN D D MEM5ER5 55HALL CONFORM TO A T M A 0-7. THRMADD R0D_--
<br />HALL CONFORM ORM TO ATM A 6. RR VIDE lAlA5HEFe UNDER, THE HEADS AMID NUTS OF ALL 50L 1-5,
<br />RODS AND LA& 5 RE CIS 5EARIN& ON b OOO INSTALLATION OF 5OLT5 SHALL CONFORM TO 2005
<br />ND5 SECTION II.I, , AND INSTALLATION OF LA6 50REAS SMALL CO'NF RM TO 2005 ND5TION
<br />NAIL..IN . ALL NAILS eFECIFIED ON THE SHALL BE AS FOLLOA5-
<br />F°RAMIN& KAILe. 0.1 1"'P X "
<br />5 I ATHIN NAB L. 0.I I"0 x ado
<br />PEC,KINC7 MAILS. 0,16 "'p x Boa
<br />,ALL METAL FASTENERS IN CONTACT NITH TREATED VqOOD SMALL BE &ALVANIZEP IN ACCORDANCE
<br />NITH .ASTM Al OR. STAINLESS STEEL, I` 400D TREATED NITH ZINC, BORATEEXEMPT)
<br />6.6 NOOD F=RAMINry NOTES. THE FOLLONIN& .AF FLY UNLE55 OTHERKISE NOTED ON THE DRANIN65:
<br />A. ALL INOOD FRAMIN& DETAILS SHALL_ BE CONSTRUCTED TO THE MINIMUM STANDARV Or- THE ISO.
<br />NAIL.IN6 NOT 5PECITIED ON THEDRANIN&5 SHALL. CONFORM TO 15C TABLE 2504All OR I ° a
<br />Rg-I 5q. COORDINATE THE 1 AND LOCATION OF ALL. OFENIN65 NITH MECHAI 141"ALm AND
<br />.ARCHITECTURAL DRANIN65.
<br />. NALLFRAMIN6. STUD NALLS SIZE AND 6PACIN& SMALL BIB IN ACCORDANCE KTH THE PLANT
<br />MOTES. TNO 5TUDSr MINIMUM SHALL BE PROVIDED AT THE ENDS OF ALL NAL L5, AT EACH SIDE OF
<br />.ALL OFENIN65, ANZ) AT THE ENDS OF ALL BEADS AND HEADERS. ALL STUD 5EARINC, k%iALL5 ON
<br />MOOD FRAMIN6 SMALL HAVE THEIR LONER MOOD PLATES ATTACHED TO FRAMIN& CAR CONCRETE
<br />ELOI'l RER PI-6 OF THE SMEAR MALL SCHEDULE.
<br />C. INDIVIDUAL MEM ERS OF BUILT-UF STUD POST SMALL. BE NAILED TO EACH OTHER �IIT�rI F=RAMIN
<br />MAILS 9 1 "oa STA66ER.ED. INDNgDUAL MEMBERS OF UIL` -LJP JOIST BEAMS 5HAILL BE NAILED
<br />TO EACI-I OTHER, KTH FRAMINGNAILS @ 121"oe, STA6CvER D.
<br />D. SOLID 5LOOKIN6 FOR, I1000 COLUNINIS SMALL BE FROViLPED THROUr-SH FLOORS TO SUPPORTS
<br />JOISTS, 5EAM5,5TRINOER5 4
<br />LED&ERA:
<br />5ELOAl.
<br />(2x MEM5=-RS)
<br />HEM -FIR NO.
<br />(x MEMYI5ERS)
<br />Flo = 650 ICI, ISO P51, rcp
<br />= 405, E = 1500 K,SI
<br />E. FLOOR AND ROOF FRAMING. RRCVIDE SOLID LOr,<IN6 AT .ALL, BEARIN& POINTS. TOENAIL
<br />JOIS T 5 TO 5UPFORTA, KITH T"INO F=RAMIN6 NAILS. ATTACI-1 TIMBER JOISTS TO FLUSH HEADERS OR
<br />(4.x MEM' ERS)
<br />DOU LAS FIR -LARCH NO.
<br />ASS iITh1 METAL JOIST AI E IN ACCORDANCE NITH ABOVE.
<br />F°�-, = `BOO PSI, F v = 1,50 R 1, F cp
<br />p 625, E 1600 KSI
<br />F= ROOF AND FLOOR S EATHIN6 SHALL BE LAID UP NITH INt PERPENDICULAR TO SU FORTS AND
<br />(&x 4 LARGER MEMBERS)
<br />DOU61-A5 FIR -LARCH NO. 2
<br />NAILED FER PLAN NOTES. ALL.ON I/a" 5PACIN& AT ALL PANEL EDGES ,AND ENDS OF FLOOR. AND
<br />Fb � 5-75 P51, F v = I'70 P51, Fcp
<br />625, E n 000 K51
<br />ROOF 5HI.EATHIN6. PROVIDE APPROVED PANEL EDOE CLIPS CENTERED SET" EN JOISTS.>TRUS ES
<br />AT UN LOC ED ROOF 5HEATHINC7 EDGES. ALL FLOOR SHEATHIN& EDGES SHALL, HAVE APPROVED
<br />POSTS-
<br />s ON61JE-AMID-6R.00VE JOINTS. TOENAIL 5LOCKIN6 TO SUFROR a S PNITHI F=RAMINrzp NAILS @ 12"or—
<br />(4x MEMBERS)
<br />_
<br />HEM —FIR NOI
<br />AT BLOCKED FLOOR AND ROOF DIAPHRAC7MS, PROVIDE FLAT 2y, BLOCKINC7 ,AT ALL UNFRAMED
<br />Fa = 1550 PSI, F=l:) = q75 PSI, E =
<br />TOO K51
<br />PANEL ED ES AND NAIL_ NITH E06E NAILIN& SF CIF=IED.
<br />DOU6LAS FIR -LARCH NO. 2
<br />Fr' = IO PSI, Fb = qOO PSI, E = 1600 K51
<br />(6 , 4 LARGER MEMBERS) POUCSLA5 FIR. -LARCH NO.
<br />Fe, - 700 P51, Fb = 750 PSI, E = 1500 K51
<br />STUDS, PLATES, 8 MISC. RAMIN&:
<br />SPRUCE -PINE -FIR STUD 6RE
<br />Fr, = '72 PSI, FL? = 6T R51, E m I.2OO KSI
<br />HEM -FIR STUD GRADE
<br />�c, a 500 PSI, Fb = 675 PSl, E = 1200 K51
<br />SMOTE. FINGER JOINTED STUDS MAY BE SUBSTITUTED ONLY IF THEY MEET PRESCRIBED 5TRF-55
<br />CRITERIA.
<br />NEYERHAEUeER IN ACCORDANCE NITH I(:,C REPORT .. " E5R-1155. ALTERNATE EN61NEEREP INOC
<br />AND STRUCTURAL ENVNEER. I
<br />I-JO15TS, MANUFACTURERS MAY BE USED SUBJECT TO REVIENANP APPROVAL 5Y THE ARCHITECT
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