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<br /> 9 3615•TION CRITERIA
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<br /> .AiST 5586655 AND OPER HAf1D4WE SPECIFIED ON f 14*47.OR Aii'RNAYC rI4141SR.S AND HARDWARE SHALT I
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<br /> AND OTHER uFOREED SWAGES(55 A6N16T AND PERMANENTLY DROSS) SF-'MnT9D FOR RL14EW NV APPROVAL.511BSnivra,1'EF5 SRN!HAVE IGGL:�F°ORr APPROVAL FOR EO.W.Oa B. NALL FRNIc A.-7tE PFLI,WT-WLSRAL DRN-uV S FOR NE 4(5 G A='rri,, 505 56Aa N`PAG07
<br /> TOTAL WAD DEFLECTION L)2M7 TO EARTH 3' 6REAn32 LOAD GAPAUnE5. AT 5'Of...UW.:r5 5(475 WOOL SHALL EE PROVIDED AT TIE BW OF ALL HALLS AN✓A.-RAC H 510E OF ALL
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<br /> ENJIRGN-ENIAL LOADS FORI•H)55105(8 EXPOSED TO FARiH OR YEA7HE2(W BARS OR LAR68R)....2' 015065 ALD AT BEM CR HEADER WARNS LOCATIONS.TWO 2x8 44001395 SHALL BE FROVEED OVER ALL
<br /> SNOW le.10,Is=1A,0=1.1,P-25 ASF,R=20 ESE MANPACTURED LIR 582 PRODUCTS SHALL BE INSTALLED SITE A MOISTURE CONTEHR OF 12%OR LEfi.THE OPENINGS WT OTHRWS=NOTED.SOLID BLOGKIN6 FOR WOOD COLUA6 SHALL BE PROTIDE T}RCOGH FLOORS TO
<br /> ATV -0.18,1101PH,RISK ATEGORY II,EXPO.ARE'B' FORDED SPIKE,EXPOSED TO EARTH OR FEATHER(355 BARS OR SMALLER).. CONTRACTOR SWT,MAKE PRO0906 DURING 601 INSTALLED
<br /> TO PRESSES TIE 44061U�GGNTBRI OF A6TIdT,® 5JIPPORTS 55.4754 PROVIDE CONTiNXR15 50.5 BLOCKING AT MWfIFMT OD ALL STUD WALLS OVER V'-0'IH IE6F1f.
<br /> COLUEN TIES OR%IRAIS ATV BEM STIRRUPS 1-V2'
<br /> EARTFK711AKE.ANALYSIS85 PROCEDURE:ERJIYAL5 H LATERAL FORCE PROLBaRE BENS FROM 5X445$717 N6 12%.EXCESSIVE 98532nOF6 MAY OCCUR IF MOM/RE CONTENT l 4385251155 YALIIE
<br /> LATERAL SYSTEM:LIGHT FRAMED SHEAR WALLS,Vs=I KLFS SLABS AMD WALLS(INT.FACE)...GREATER OF BAR DRAW-1132 PLUS 56'OR 3/4' ALL HALLS SHALL HAVE A 5IN6LE BOTTOM PLATE AWA 90.115E TOP RADE FM NAIL TOP PLATE TO EACH
<br /> 519 WITH 1140 16d NAILS,NV TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE NP 1WO Ibd NAILS.FACE NAIL
<br /> SITE.13 SDC ,�.le.150,yds=IA,5=050,SDI=050, S. CONCRETE VIM.REIWORGIN5-PROVIDE TLE F011AWN6 ULE{` DETAILED OTIERWSE: 9(4551 TOP RATE NTH 641 0 12'OL.NV LAP MAIM 14'-0'AT JOINTS NV PROVIDE EIGHT 16d NLS 0 4'OG.
<br /> Cs=0.3 SDG D,Ie=1D,9=65 21. PLYWOOD SHEATHING SHALL BE GRADE C-0,INTERIOR 64.1%CR STR11CnRA1 II,EXTERIOR CLUE M EACH SIDE JOINT.
<br /> 6'HALLS *41 6 NORM 44 0 18 VERTICAL I CURTAIN CAffOR4ANCCE Wn4 DOG PS I OR PS 2 ORIINIID STRAND BOARD OF CaNAL5511N(0155,EJPOSURS RA1146 AND
<br /> 3. SICTIONRPR.DRACTNRA SHALL BE DRAWINGS AP IN HE 14 R€W WTI ARCHIN INGS. DRPISCRTS FOR E FOU AWPi4B INDEX MAY BE USED IN LW OF FLYWOOD.
<br /> 1440
<br /> 1115 DR1CTI0111W S* CIFICA1 1)155ARE 44.PR9E 415)1WCT DRNUN65.ANY SHALL BE ANCtRES 110 NAN6 6'HALLS 'w 012 NMI M 0 18 VERTICAL 1 GRTNN ALL 51W HALLS S1PLI.HAVE TIER LOW32 HOOD PLATES ATTACHED TO W2DD FRAMING 45.0,1 WITH
<br /> TIE DRAWINGS,TIE SPECIFICATION MESE GENERA-IVIES APA TIE SITE GON71n016 BE REPORTED TO TIE 18. CAST-IN-RALE CONCRETE:SEE ARCHITECTURAL DRAWINGS FOR EXALT LOCATIONS ALV 985)6 016 OF DOOR RLL7F 51EATFNN6 SHALL BE I!2'R(OFMNAU WTH SPALL RATING 32/16. ROW Cf 16d NAILS 112'ON-CENTER,OR ATTACHED TO CONCRETE BELOW WITH 5/8'DINETB2 NYAIOR BOLTS 0 4'-0' Z
<br /> DESIGNER WD SHALL CORRECT SUCH DKCREPANCY IN YRITIN6.ANY WORK DONE BY TIE GENERAL GONTRALTOR PND WINDOW OPENINGS IN ALL TE:S EAE WALLS.SED DRAWNGAL DRAWSEXACT FOR SIZE ALV LOCATION OF ON-CCB*IER E?EEPOED T'MINIMA FRISS INDICATED OTHI32WI5E.IIVIVIWAL 1815845 OF BUILT-IS POSTS SHALL BE
<br /> AFTER DKCOvT3RY OF SUCH DISOREDAIGY SMALL DONE AT TIE 6F351RA1.CONTRACTORS RISK MSCELLNEGU5 FECRANIGAL OPENINGS PROVER CONCRETE HALLS.SEE ARG44315C 41AL DRAWINGS FOR ALL FLOOR SEATNN6 SHALL BE 3/4'VIRAL)WMR SPAN RATIN*45/14. NAILED TO FASTENED
<br /> 051510 WITH TWO ROW OF lId.0 ON-05052 KESS DIIPITH IA NISE 60707,6YP91M WALLBOARD
<br /> GROOVES,NOTCES,CHAMFERS,FEATURE GRIPS,CALOR TEXTURE,ALV OTHER FINISH DETAILS AT ALL EXPOSED SHALL BE FA51 1W TO TLE INTERIOR SURFACE OF ALL STUVS AND PLATES SHEARING
<br /> *4 X PIM'TYPE 5 OR W SCREW Ir
<br /> L. PRIMARY 51R437USC1 AL PLA NAR D DETAIL V ON TIE 0FINSIO5L 0116 AW SHALL BE CONCRETE%WALES,BOTH CAST-IN-PLACE NA PRECAST. WALL SWATHING SHALL BE V2'51(154 N.)ICH 53414 RATING 24/0. 0 8'LN-LB71ER.RL65 INDICATED WITH bd155,I/2'IAO ON-CENTER
<br /> RATED N EATHIN5(514414 RATING BOTTOM
<br /> SHALL BE
<br /> LOCATED BY THE ALL SECTIONS
<br /> RAH*ALV DETAILS.VERTICAL O1Q246 4 CONTROL 6 9446*DEFINED BYcs THE NAILED TO ALL 5X969.109 55144(55 WITH Sd NAILS 0 6'ON-G81TBR AT PAIS 50655 NA TOP NV 80TTOM PLATES
<br /> ARLNTECTURN.HALL SECTION,BUILDING SECTION AND PUNS.DETAILING AND SHOP DRAWING PRODUCTION FOR H. NON-SFRIW.GROW SHALL BE fTRdUSED BY AN APPROVED MANFAGTLRHt AND SHALL BE MX®AW Pll'C.HD PFROVIDE N�PRW®PLY4100D EDGE CLIPS 059959®BER'gl!•iDI5T5JIRFJ.iES AT UBLOC.K®TROCH (FLOCK UN-SUPPORTED®6E`GAN7 TO ALL INTERMEDIATE STUDS HIND BLACKING WIN Bd NAILS 0 LT ONWIEME2
<br /> STRUCTRRA.DRAWING WLL REWIRE DIE8610NAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL 410 M STRICT ACCORDANCE WTH THE MwNFACTURBRS 951)54ED RECOMIBAATIOHS. 6RO11 S111846TH MALL BE AT SWATHING 16ES.ALL FLOOR SHEATH/6 6 ED6E5 SHALL HAVE APPROVES TIE'JOINTS CR SHALL BE SUPPORTED 14TH ALLOW V8'SPAON5 AT NL PARS EDGES ANA PANS ER B.
<br /> 5'RRU(TLRAL DRN41Nff, LEAST FSiML TO THE MATERIAL OH WHICH IT IS RAGED(3000 P51 MNIMRA. SOLID ELOGKI16.ALLOW 55'GAOLING AT ALL PNS(0685 AND EWS OD FLOOR NO ROOF SWATHING
<br /> 5. CONTRACTOR SHALL BE 14 5PO61BL8 FOR ALL SAFETY P55(51110N5 AHA THE'157}4005,78244315155, G. 9.009 AND ROOF FRA/11145,PROVIDE 07571.16.E.10515 I5 ALL PARALLEL PAR11110H6 THAT MEW OVER t
<br /> REFER TO 7542(51 FRAMING NOTES BELOW FOR TYPICAL NALLIN6 REWIRE/EMS. NOW THAN HALF TIE•DIST LENGTH PLV AR(RRD ALL OFPB4M65 M FLOORS OR ROOFS KESS OTHERWISE NOTED. 0
<br /> OVERALL• .514 VISORY'AUT ORI TY CR TO ACTUAL
<br /> TLE DIRECT RESPCA 9411 TLE THE STURAL EN6IHEER HAS W PROVIDE SCUD MO(XJNG AT ALL WARNS POINTS.TOE-NAIL JO6TS TO WORTS WITH TWO I6d NAILS.ATTACH
<br /> 0(62111.SPBZ`1 E 511 AUTHORITY CR PLIHAZ AW/OR FROM PE 551 FOR A Y SPECIFIC WO NTRSAICHORAGE 11I 55515 TO 921514 WAD/345 OR BFAMS WITH 5*40(11 PETAL J06T RANGERS IN ACCARDAWE WTH NOTES
<br /> LON71TI016 AT THE SLE AWIOR FOR WV'HAZARDS RE91TIN5 FROM IDE P2TIa15 OF ANY TRADE CONTRACTOR • ;0. ALL HOW M MELT CONTACT WTH LOI.REIE OR MASOtRY SWT,EE PRSSRE-PEWIN AN ABOVE NAIL ALL MITI J0.5T BEAMS TOGETHER HEN n4o 907561615 012'MOWER. z
<br /> THE SIRLKTI RAL ENSWI R HA5/A GM TO INSPECT,SUPERVISE,NOTE,CORRECT,OR REPORT ANY WALTH OR SAFETY 20. ENAFE10N BOLTS INTO CONCRETE MALL M'FRCSS-BO.T 2'MAGE NOM AS MANFACTURED BY TIE APPROVE)PREIERVATNE CR(2)LAYERS OF ASPW.T PPflEGNATED EUILDM6 PAPER SHALL BE PROVIDED BE7Yffi7
<br /> DEFICIBL ES TO TIE OWE(OMRACTOR5,OR ODER 514111 S OR PERSONS AT THE PRO.ECT SLE SPFSON STRONG TIE(GEPANY NV INSTALLED N STRICT GOWOR ONCE TO ICC-IS REPORT NR-EBt E545 3031, UPWARD W'`OD AND CONCRETE CR 145942Y. LILESS OBEIiSE NOTED ON TIE P1-ANS,PLYWOOD ROOF NA FLOOR SEATHHN G SHALL BE UID LP WTH
<br /> MIME MNMM DEMENT T 85JREPEITS.MILTS 570 CO/CRETE MASONRY CR ERICK HA otRY NTS SHALL EEGRAM PERPENDICULAR TO S1F'?(JR15 AND NAMES AT b'ON-LB1i8t WTH 815 NAILS TO FRAU'®PAIS EDGED,579155
<br /> b. CONTRACTOR GALL PROVDE TEMPORARY BRALIN6 FOR TIE STRUCTURE 415)5TRIGTLFRPL COEP(58Nf5IMIIL INTO FULLY GR011fES DELLS.F1 116*41 SPECIAL INSPECTION 0 6 RFL3IAED TO VERIFY N7GHOR TYPE,ANCHOR B. PRESERVATIVE IDEATED PAW SHALL.BE TREATED PER NPA STAND0516 RD U TO THE IIS GA1E60RY MAL TO NO 0/65 519 4W15 A5 SEW ON FLANS N5)0 12'ONLB4TH5 TO MIEAE)ATE SUPPORTS.PROVIDE APPROVES
<br /> ALL FNP.5O 4311685 HAVE BEEN GOP1LET®N ALCOFAANCE WTH THE FTNE,.CONFORM TO ASCE 31-14 9PoI6N 5 WAR LOCATION,TIGHTEN%TORO E,HOLE 014E SIONS ANCHOR B EEPHENT,ANA/AF�BY.E TO TIE CR HIGHERTHAN TIE MEWED APPLICATION TREATED HOW FOR ABOVE ORCHID USE SHALL BE TREATED TO AWA FLY4AOD EDGE CLIPS GETTER®E=14551 J2*515RIR1.`,IEfS AT 1*550C1�ROOF SW-AIWA EDGES.AU.FLOOR
<br /> LOADS ON STRUCTURE:URNS LONSTFIICTIGN'. INSTALLATION INSTRGTIONS. PERMANENT FORAATIONS SHALL BEW11197E544 HATER OR 9341_155181 D TO MPA UCAS. SHALL IDEATED TO APPA I1G4A WOOD FOR 165 515ATHIN6 EDGES SHALL HAVE APPROVED T16 JOINI5 OR SHALL BE SPPORTE0 WITH SOLID EACK1146.ALLOH ES'
<br /> GAOL115 AT ALL PANEL EDGES ND BV5 OF FLOOR NV ROOF SEAMING.TOENAIL BLOCKING TO S1FCRI5 W114641
<br /> 1. CO FOR 45OR-MALTED CHANGES SHALL BE 5.9MT IED M WO NG TO THE 443544 Et AND(5455165GRUCTIRAL( 21. Ei1DX(-RD1/i®ITB6(IFMEADED RODS CR RBIFORGIN6 BAR)SPECIFIED ON lFE DRAY3N65 GALL BE 32. FASTENERS AND 111- CCONEGTORS USED WTH TREATED WO7D SWT,WOW(05505I54 RESISTANCE AS 012'ON-CENTER KESS O1Ht3+YLSE WEED.
<br /> NOT SATISFY
<br /> FOR I15PROVAL 4741 TO FAERKATION OR CO61R1CTI(5R.CHANES 51W7 ON 540P DRANE65 ONLY WLL INSTALLED 16146 SET-)R'HIGH STREWTH EPDXY A5 HANFPG11RRH)BY TIE 54PP550N 51RON6,TIE COMPANY.*TAIL WOMB)N THE FOLLOWNS TABLE,RUGG 011E1W5E NOTED.
<br /> NOT SATISFY TH5 RE15ARE1MENi.
<br /> IN STRICT ACCORDANCE WTH IC6-E5 REPORT W.ESR-708.MINR1R1 BASE MATERIAL TEMPERATURE IS 50 DE6FtB5,
<br /> 8. UNWIRES INDICATE GENERAL N5)TYPICAL DETAILS OF CON*IRI2TION.WERE CONDITIONS ARE NOT F.RG25 SHALL BE 55114 A36 RES°PERI E NOTED.PBIODIG SPECIAL H6PEGTION OF IN S/ALLMON 5 MOOD TREATMENT ((51911105 PROTECTION
<br /> SPECFICALLY INDICATED MT ARE OF SMEAR CHARACTER.TO DETAILS 94044,SIMILAR DETAILS OF CONSTRUCTION W:GNRES TO VERIFY ANCHOR OR DEEDED BAR TYPE NV 1711845(56,LOCATION ADHESIVE IDENTIFICATION NV IW5 NO AM40141A LAMER INTERIOR DRY 640 GALVANIZED
<br /> SAW BE USED,SMELT TO REP.V181 ANV AFPPROVAL B(1HE DESIGNER AND ITE STRU0TU5N-ENGREER ALL TYPICAL EXPIRATION HOLE 911561016,HOLE CLEANING PROCEDURE,ANCHOR 54BEDPURR,AID 404ERBEE TO THE CONTAINS A/MONA CARRIER ammo/5R CRY G6 HOT 655 C� HOT DIPPED OR _J
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<br /> EE INDICATED ON TIE PUNS BUT SHALT.STILL APPLY AS SWAN OR DESCRIBED IN TRE DETAILS.WERE INSTALLATIONS. INTERIOR
<br /> TOR 5653 Q
<br /> TYPICAL DETAILS ARE NOTED ON TIE RJJ6,11E SPECIFIED TYPICAL PETAL SALL BE USED.WEE W TYPICAL CONTAINS AATIONA CARRIER INTERIOR 4151 TYPE 304 OR 316 STAINF55
<br /> DETAIL K ND7®,R SHALL BE TIE CONTRACTORS RESP966EL1TY TO CM005E TIE APPROPRIATE TYPICAL MINI- 22. EPDXY-GROUTED ITEMS(5READED RHOS CR REI4FORCM6 BAR/SPECIFIED ON TIE ORAWIN%EARL BE CGNTAR6 AM40NA CARRIER EXTERIOR TYPE 304 OR 356 5134448555 0
<br /> FROM PAW PROVIDE)OR REflFST ADDITIONAL IIFORMATI(5L TIE CONTRACTOR SHALL SJ,&AT All PROPOSED INSTALLED USW AT-2'AS MNI,FACTUED BY 511.4P55ON STRCNS-TE COMPANY.*TALL IN STRICT ACCORDANCE AZGA ANY TYPE 304 CR 316 STAKES 0 O
<br /> ALTERNATE TYPICAL DETAILS TO HOSE PR0'V1DED WTH RELATED CALCULATIONS TO TIE BR9Il�t FOR APPROVAL NTH 1ANP0 REPORT N0.E2-028I.MNA4R4 BASE MATERIAL n3SERAIIRE 6 14 DEGREES,F.RODS SHALL ff A5114 W
<br /> PRIOR TO SDP ORAWN6 PROg1(nCN NA FEU)M8£ A361141 5 OBE45158 N07®.PERIODIC SPECIAL/6/4501105 OF INSTALLATION 6 RE15LRED TO VERIFY ANCAR OR INTERIOR DRY CONDITIONS S SHN.L HAVE HOOD M0151RE CONTENT LEY THAN TIE.HOOD MO611*E CONTENT N
<br /> MEWED BAR TYPE AW 0956106,LIGATION AOI55VE IDE NnFGA11ON AND EXFRATION HOLE DIPE6195 HOLE 011512 COMM 540E210R 4157,EXTERIOR YET,ALA EXTERIOR DRY)IS EXPECT®TO EXCEED 1)11 CO1EGTOR5 Cl CC LU g
<br /> DEMONS PROCEDURE,ANCHOR 58®5E4T,AND ADHE1B4E TO TIE INSTALLATION 1161R1Gn0N5.CONI 61016 ALA TIER FASTENERS SHALL BE TIE 545E MATERIAL(COFPI-Y WITH PE TREAIE NT MAN/FAL/WEIRS AN
<br /> 6EO7ECA3lCP1_ SPECIAL INSPECTION 6 WOWED FOR HORIZONTAL ANA OVERHEAD INSTAllATIO6. RELOMBDATVN6 FOR PROTECTION Of PETAI- I-. 0 Q 3
<br /> 4. F0RDATON NOTES ALLOWAB E SOIL FPRE551RE NV LATERAL EARTH PREMRE ARE A5911.119 D 23. CONCRETE 5r.REY4 ANCHORSINTOCONC
<br /> 10 RETE AID CONCRETE MA50NRY UNITS SHALL BE'MEN ID'HEAVY INV 33. TIMERGGMEGT0R5 GALL®CUT BY LETTERS AND 0,01325 SHALL BE STROPS410 BY 61MP50H4(OFPANY, CO Z
<br /> TIE�ORE MUST BE VERIFIED BY A GUALIFIED SOILS 5469539 OR APPROVE)BY ALE BUILDING OFFICIAL IF 501L5 5051'1 ANCHOR AS MAN1A61141 O BY 1HE 5555011 STRONG-TE(0554 C,RETAILED M STRICT ACCORDANCE WTI 55 SPEGPIE IN TIER GATA1.06 RAWER G�i20)1.181/4L N7 DEVIGE5 BY OTHER MANUAG11/RE1T NAY E_ yALL SCHEDULE
<br /> o, sbn >7 w
<br /> ARE 185)To BE 0.11459 THAN A5SU E7,NOTIFY TIE STRXC11 AL ENGINEER FOR POSSIBLE FOUNDATION REDEil6H ICC-8 RBORT N0.ER-2113(CONCRETE),N0.PSR-1056(CMA,11011116 MINIM EML�h515 REGNIRBEM5.5GNBN Se51111=PROVIDED TiEr HAVE ICG-E5 APPROVAL FOR E151AL CR GREATER LOP°0APPLITIES.FPRaVVE 44468 J Q
<br /> ANCHORS INTO CCNGREIE MASONRY MI5 SHALL BE INTO FILLY GROUTED 671.5.SPECIAL INGPE(TION K REQUIRED. AND SIZE OF FA51EHR5 A5 SPECIFIED BY MNLFA0TIRTBt FOR MAXIMUM LOAD CARRYING CAPACITY.CO4EGTORS HANK SSEAT04G PNB EDGE TOP PUDE t0NFST10N BASS PATE CONFSTKN
<br /> FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED EARTH AT LEAST NY BELOW ADJACENT FINISED GRADE.HLE55 SHALL BE INSTALLED IN ACCARDN4E WTI 96 M41654011685 RECOET85)ATIO(6. NRA& IF TJ IF Woo ON .Indo Ne .COHr,PE1E J C) 2
<br /> OTT-ERASE NOT®,FOOTINGS SHALL BE WHERE)BELOW COLLM6 OR W0115 ABOVE. 50 15537 CDX PLYV 63•90.0. 6d 06'0.C. 55.24.02. DU ROHe 16d.6'O2. 5/6'o AG.4N 02 J w
<br /> STEN. ALL 2X.LAWNS SHALL BE CONECTED TO FLUSH HEAPS HP 1.16'SERIES JOIST HANGERS.ALL TJ JOISTS ]
<br /> BACKFLL BMW ALL RETAINING WALLS WITH FREE DROWNS,GRANUWR FILL ND PROVIDE FOR RESURFACE SHALL BFUER E CO4EGn37 TO H MAPS WITH ITS'53IE5 JOIST WJYdE.ALL DO4LE-J0151 BFl.F6 SHALL SE W4 15,02'am Rr1 Ed.4'OG ed.4'Of, 435.16'O2. 0.1R014516d 0 4'O2. 5/6'0N3..OR'OL
<br /> DRAINAGE 24. 516431URAL STEEL DEIGN FABRICATION AND ERECTION SHALL BE BANES ON CG45TED TO RUSH BEAMS WTI4 TAD'SERIFS JOIST HANGERS. 1 MOCK PANEL EDGES 4V 24 MIN,LAID FLAT NV NAIL PAWS TO RIIHd•EXATE SPPORPSi W Ed 0 12'00.
<br /> ALLOAELE SOIL FFE.fS LRE 4500 ESE A AI%360 ND SECTION 22052 OF TIE INIETQ44nONPL BALDING CODE WERE COMF0TCR STRAPS CO PE CT TWo HEWERS PLACE OE-TIALF OF THE NAILS OR BOLTS IN EACH I ed%AL5 SHALL BE 0.DI'0 x 212'99504),16d NAILS SWT,BE 0.135'0 x 3 IR'(5031
<br /> LATERAL EARTH P14851 E(RESIRANEDMRESIRAINED) 55 PCF/35 PGF B. APRL 14,2010 ASC CODE OF STANDARD PRACTICE FOR 51131 BINDINGS ND 59.195E MENDED AS 1_'43E2. 3.OWED Mara BOLTS AT LEAST T.F)P4161044 BOLTS MAYBE 585111UI®FOR PNCIOR 131L15 WTH 4'13E01134l.
<br /> 11131 W SCREW ANCHOR*MAYBE 51 11111147)FOR HOAR BOLT5 W 4'B68tENT.ALL BOLTS 54511 HAVE 3x3NV4'MIL
<br /> ALLOWABLE PASSIVE EARTHPRESS/RE(FS OF 15 RALIADED) 300 PCF FOLLOWS AS NOTED N TIE CONTRACT DOCUMENTS,BY TIE DELETION OF PARAGRAPH 4.41,NV REVISE REHRENGE PLATE W1/49436.PLATE MARS SWT,MEND TO KINN V2'OF TIE EDGE CF TIE BOTTOM PLATE ON TIE 5DE
<br /> GOEfFKCENT OF FRICTION(FS OF 15 INCLUDED) 03 FROM 51R)6TURA1 DESIGN DRAWINGS'TO'CONTRACT DOCUPE3T5'IN PARAGRAPH 31. ALL SHIMS SHALL BE SFA504E7 NO PRIED AND TIE SNE GRADE(4111I14/M)A5 55'8325 G04NEGIED. YLl}I SEATHN6.53:DETAIL C
<br /> G. SP CCIFICAT1CN FOR GRIMM.AM15 MINS KTIM A325 OR.5490 BOLT5. 4.3X STUDS CR valets STUDS HALED TOGETHER W 545E PLATE FU LDA ARE 5BARED AT HUTTING PANS EDGES OR H34 W. LL)
<br /> TRAFFIC SRGNAR6E PRESSUR E ILNIFOd4 LOAD) 1534 PSF 34, WOOD FA5TEN3R5 REFER TO DETAIL B WEE 3x SNITS AMUSED FOR W2,GASSER NAILS AT ADJOINS PNS EDGES. Ui
<br /> 58516 SROAREE PRESSURE 11RAFORM[DAD) 714 PSF 25. WIDE FLAN5E S 41485 SWT,GO*FORM TO ASTM 5992,FY=50 K54.01Ht ROLLED SAPE5 IN 31056 PLATES, 5.T70 511°5 MNMM ARE REC3URED AT EACH EW O=ALL ST46665 NV ALL 130 51105 SHALL RECEIVE PANEL EDGE
<br /> SWT,(CONFORM TO A51M 536,FY=36 KS.5TBET,PIPE SHALT,GONF0R4 TO 551145-53,TYPE EOR 5,GRADE B,FN A NAM.918 SPEOF®ON DRAYUNSS ARE BASED ON THE F0110WM6 51EG11GATIONG IND 511.SE RAW NA WLDO44 E FOR ALTERNATE 44(1.5Bl8415. Z W
<br /> RENOVATION =35 KS.STRUCTURAL TIBIALE SAL(0550534 TO ASTM 4500,GRADE B,FY=42 KS(OLW),FY=46 KS(JJMRE 6 ALL EXTERIOR WALLS GALL BE 1,6,UNC. J
<br /> AND RECTANB LR).CONEG110N BOLTS SHALL GOHFORM TO AGTM 4301. SIZE LB46TH DINEIER T.7M'053 MAY BE 90511709 FOR GOY COX
<br /> 10. DB10UT10N CONTRACTOR SHALL VERIFY ALL 045TRE COWITI046 SWORE COM'B)N6 ANY DEMOLITION. 641 2' 0)3' B.L1P45 5VRZONTAL ORB11A11CN)W 8156OM40N MAY BE 923511N8ED FCR x355 AT CONTRACTORS OPTION < Cl
<br /> SAR56 SINN BE 55TALLED TO SRPPORT EXISTING CCO61RGTION A5 RE15RAND RED AIN A MAHAN SRTABH8 TO TIE 8d 242' 0131' 9.A 2X HALER ATTACHE)W B45E PLAT:NADA PER DETAIL A HAY BE 9185T 11150 FOR A 355 AT CONTRACTORS OUCH CC CC W
<br /> Rd 3' 0 246' A.AT MLT-RDW NAILING,144401.4.1 ONSET BETWEEN FROY6 PLV ROW SACRA 1/7,WE DETAIL D. U =
<br /> MART.SEGIACTS.DEMOLITION DEBRIS SHALL HAT BE ALLOYED TO DAMAGE CR OVERLOAD TEE EXISTING STRUCTURE 8" 12d 31/4' 0148' IL LVL RAT 6841111 AT�', 44',AND 7'B'044.Y.LIMN(OKxTRUGTION LOADR46 ONCLLDIN6 DEMOLITION 053395)ON EXKnN6 FLOOR SYSTBIS TO 40 ASF. 26. FRAMNS LUIQSR SHALL BE 5-DRY,KD,OR 11(..,-M,NA GRADED AW MARKED N GOfCR AIWE NTH 461_X3 16d BOX 3-VY 0235' D.PROVIDE(3)ROVE 164.6'00.AT LVL RUT. D CTI
<br /> STAWARD'ERADM6 RUES FOR FEST COAST WEER W.fl',OR MOPA STANDARD,YSTBIN LUiER2 GRADING h J
<br /> II. CONTRACTOR SHALL VERIFY ALL EXIST NG P156 106,ACTION SLS,AND IE GRAH6 P210R TO IF CCMRACTCR PROPOSES TIE USE Cl'ALTERNATE WJLS,71EY SHALL 51&117 NAIL S"'EL'�FILATIO6 TO TIE __ I_PLYM40i7D
<br /> CO 9-8431 G AHY WOR/:ALL DIF86V16 OF E)XSTM6 CCO16TRUCIION 947444 ON TIE I7RANN65 ARE*trews?AS RA.ES ROI'.FUdA51 TO DHE FOLLOWM6 M56414 STANDARDS. 01 J
<br /> 6.1061!55 GU NV MST BE VERIFIED.TIE CONTRACTOR MALL NO11FY THE DESIGNER AND STRIGTUZA.ENGINEER IF
<br /> ENGINEER(PRIOR TO(04611d4G1VN)FOR 955184 NV APPROVAL SAW CR MFR. 11 I6d AGES*9 EOVERDGE NAI SISTA-\I EDGE J <
<br /> IF DONT%6 GONDIT1(8 DEIERMNED DURING WORK VARY FROM TIE 5X15TIN5 GO16TRd,GT544 5H12W1 ON TIE JOISTS (2X 1 3X HOLING I14FR W.2 2x MH 5E NOTES FOR
<br /> DRAWINGS. ALV BEAMS MMIMIM EAE VALE,Pb=EGO F51 NAILS-PL15 (APA RATED SEAT R4G)FASIBE6 TO FRAMN6 SV41 DE DRIVER 9)1584 TO FACE OF 'T - .�__�-2X NAILER
<br /> Ibd NAILING PER
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<br /> SHEATHING HRH W CONTELSAYJN6 F$I4TR o.TOE-NAILS SHALL BE DRAB!AT AN ANGLE OF 30 DEGREES WITH TIE ►-. IN MAN 5165 AT CC CC
<br /> W Q
<br /> (4X FE EBG) DO61A5 FR-LARCH NO I 18ZjH2 NV STARTED 1/3 Tlf MOTH OF PE NAIL FROM THE WEBER 547. Ibd WJLINS1111 FPS W 2
<br /> CONCRETE MMM1M BASE VN11E,Po=4000 PS
<br /> B. uj
<br /> AL1.DOM IN HOWEBMEEil`i SHALLCONFORMTo ASTM aim.PROVIDE HASHERS UDER TIE WADS AW PERA DETAIL'A' ®DETAIL'B' OF M8 t W2 C7 co
<br /> 12 CONCRETE SHALL BE M)®,PROPORTIONED,(OMPEYED NA PLACED IN ACCORDANCE 14114 ICI 3O,34311096 5N£P (INCL.(ANC LARGER) DOUGLAS FIR-LARCH N0.I ILT5 OF NL NA AL-BOLTS LAG 80.15 BEARING ON WOCA.1)614 An0N OF LA6 BUSTS A L CONFORM TO TIE !1 432•
<br /> TESTING PROCEDURES.CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF ft=3000 F55 AW MX SHALL CONTAIN /45114k1 BASE VALLE,Pb=350 P51 RATIONAL DESIGN SPECIFICATION FOR WOOD(0N6TR1311GN WITH A LEAD BORE HOLE OF 60 TO 10 PBRCM OF THE '
<br /> NOT LE55 THAN 5-V2 SACKS OF(BENT PER CUED YARD NV SHALL BE PROPORTIONED TO PRODUCE A SIR'P OF 5' SHANK DIAEERBR LEAD HOLES ARE NOT REWIRED FOR 3/8'NV SMALLER 156 SCREE. all
<br /> h
<br /> OR LESS.14585 RED CONCRETE STREWTH 6 BASED ON 1i1 DURABILITY I:MS:B511111 OF SECTION 1,104 OF TIE IBC. P0515 (4X 6e ) Dd1615 FR-LARCH W.2 3�. HOMES AW WLFS IN Pox FRAM*:
<br /> • STREWTH K FE=2500 PSI. H104111BASE VALUE,k=IMO P9 = R
<br /> W
<br /> (IX ALAR651() DOUGLAS FR-LARCH W.1 A WTGIES ON TIE ENDS CF SCUD 54144 JOISTS NA RAFTERS SHALL NOT EXCEED ONE-FOURTH TE.106T DEPTH E MAX10. . S
<br /> 13. ALL CONCRETE 111I SRFPC.E5 8X0'05®TO WAITER OR 57415)146 414185 SHALL BE AIR-5141R#1650 44114 AN MNMUM BASE VALE,Fc=1000 P51 W10E5 IN 1115 TOP OR WITCH OF SOLID 541HI J0515 SHALL NOT EXCEED OTE-55114 DIE DEPTH NO SHALL WTI
<br /> NR-BIIRAINN6 AGM GOFORMIN6 TO 451/4 C260,0444,NV(653.10AL AIR CONTENT FOR FROST-RESISTANT BE LOCATED N PE MIDDLE THIRD OF THE SPAN HOLES BORB7 IN 5040 5AW4 20615 WV RAFTERS SAL NOT W
<br /> ........ .......)
<br /> CONCRETE MALL BE IN ACCORDANCE 54TH 40131&4,TABLE 5321 MODERATE 5XPOSU4E,F. STUDS,RATES 0 MSC.FRAMING DCVO A5-9R{ARCH cR HE4fIR W.2 WHIN 2 861115 OF TIE TGIF OR BOT10M OF TE JOIST,NV THE DIAEEIER CF ANY 54344 HOLE SAL NOT EXCEED
<br /> Of-THIRD TIE DLPI N OF TIE JOIN. ©DETAIL'C ©DETAIL D' RRI
<br /> 14. FEI4F0RGIN6 STEEL SHALL COIF0101 TO ASTM A615(INC.UDM6 SP9.BMENT 51),GRADE 60,FY=60000 P51. 21. WED LAMINATED 6551118 SHALL BE FAE ICATED IN GO1FOR4ANCE NTH ASTM A10 N6/NTC STANDARDS. B. IN EXTERIOR HALLS AND BEARING PARTITI(56,AND'WOO STUD 15 PERMITTED TO BE CUT OR NOTG®TO A
<br /> FX0EPITOK ANY BARS SPELPKALLY 50 NOTED ON TE OR044455 SHALL BE GRADE 40,FY=40000 P5,4BDED EACH MEER SHALL BEAR AN NEC CR APA-548 5)BTIFGATION MARK AIV SWT,BE ACCCOIPANIED BY AN ATG OR B. NOT EXG®MA 75 PERCENT RF ITS WD11 A,WE WT O STUD 12 IN DIAMETER THAN 40 PERCENT OF PIE A UD OSFIEAflWALL �E
<br /> EIRE FABRIC SHALL(DEFORM TO ASTM A-185.SPIRAL REIHFORGBBIT MAI BE DEFORMED WIRE CONFORMING TO APA-&&CERTIFICATE OF L(FORMANCCE ALL SPPLE SPAN BENS SWT,BE DOUGLAS FIR GOP®INATION 24P-V4, PEPI 5 T VC68 S BORED IN ANY 656115111.IN N CGSE WALL TIE EDGE OF THE WILED HOLE BE NEARER
<br /> A57M A615,GRADE 60,FY=60000 FPS. Po=2,400 PS,Fv=265 P5,ALL GAITIPVEED BEAMS SAL BE DOUGLAS FIR COMBINATION 248-V8,Po=2400 7101 5/8 ERM TO TIE EDGE OF PE STN.Hoop HOLED NO C NOT B:LOCATEDTIE AT THE SAFE SECTION OF STUD AS 3/4'=1'-0'DETAIL
<br /> PSI,Fv=765 P51.GAMER ALL SIMPLE SPAN MULAEM 88448 TO 3,500 RADIUS,MESS SHOWN ONERYASS ON TIE A 451 OR
<br /> PLANS. ficritit DATE, 6-15-IB
<br /> JOB NUMBER 1114
<br /> FLE, A2-O.DA2-0.421166 1/4'
<br /> SHIFT I. A2.0
<br />
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