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12 STRUCTURL RVITIONS # POUND(S), NUMR & ND () T NCHOR OLT DDL DDITIONL LT LTRNT PPROX PPROXIMT(LY) RCH RCHITCT(URL) /TG OTTOM O OOTING LDG UILDING LKG LOCKING M M MD OTTOM O MTL DCK OT OTTOM P S PLT RG RING TWN TWN C-C CNTR TO CNTR CNT CNTILVR(D) CS COLD-ORMD STL CIP CST-IN-PLC CJ CONTROL OR CONST JOINT CL CNTR LIN CLR CLR CMU CONCRT MSONRY UNIT COL COLUMN CONC CONCRT CONN CONNCTION CONST CONSTRUCTION CONT CONTINUOUS CTR CNTR DL DOUL DC DMND CRITICL (WLD) deg DGR D (L) DOUGLS IR (LRCH) dia DIMTR DIM DIMNSION DITTO do/do DWG DRWING DWL DOWL CH CH C L LVTION LV LVTOR M MDMNT Q QUL TC T CTR W CH WY XP XPNSION XT XTRIOR DN OUNDTION INISH LOOR IN INISH LR LOOR RMG RMING TG OOTING V ILD VRIY ga GUG GLV GLVNIZ(D) GL GLU-LMINTD M HGR HNGR HK HOOK HORIZ HORIZONTL SHOP DRWING NOTS STRUCTURL RVITIONS HSS HOLLOW STRUCTURL SCTION INT INTRIOR J/RG JOIST RING JG JOIST GIRDR JG/RG JOIST GIRDR RING JST JOIST JT JOINT kip 1,000 POUNDS ksi kips PR SQUR INCH L POUND LLH LONG LG HORIZONTL LLV LONG LG VRTICL MX MXIMUM MCH MCHNICL MZZ MZZNIN MR MNUCTURR MIN MINIMUM MISC MISCLLNOUS MTL MTL NTS NOT TO SCL oc ON CNTR OPNG OPNING P POWR-CTUTD STNR PR PRPT PM PR-NGINRD MTL UILDING (MNUCTURR) PIL PILSTR PL PLT PLYWD PLYWOOD psf POUNDS PR SQUR OOT PTD(L) PRSSUR TRTD DOUGLS IR (LRCH) PTSP PRSSUR TRTD SPRUC PIN IR PTSYP PRSSUR TRTD SOUTHRN YLLOW PIN RIN RINORCD, RINORCING RQD RQUIRD SCHD SCHDUL SHTG SHTHING SIM SIMILR SP SPRUC PIN IR STD STNDRD STL STL STRUC STRUCTURL SYP SOUTHRN YLLOW PIN T& TOP ND OTTOM T&G TONGU ND GROOV T/RG TRUSS RING T/CONC TOP O CONCRT T/TG TOP O OOTING T/PN TOP O PNL T/PR TOP O PRPT T/PIL TOP O PILSTR T/S TOP O SL T/STL TOP O STL TYP TYPICL UNO UNLSS NOTD OTHRWIS USGS US GOLOGICL SURVY VR VRIS VRT VRTICL w/ WITH WHS WLDD HDD STUD(S) WP WORK POINT WWR WLDD WIR RINORCMNT 1. SHOP DRWINGS, UNLSS OTHRWIS NOTD, SHLL SUMITTD OR RVIW PRIOR TO RICTION IN CCORDNC WITH TH PROJCT SPCIICTIONS. 2. PRIOR SUMITTL, TH CONTRCTOR ND RCHITCT SHLL RVIW TH SHOP DRWINGS ND MK NY CORRCTIONS RQUIRD. TH CONTRCTOR ND RCHITCT SHLL STMP ND SIGN TH DRWINGS, INDICTING THT THY HV RVIWD THM, PRIOR TO SUMITTL TO NGINR. 3. SHOP DRWINGS SHLL URNISHD OR LL STRUCTURL COMPONNTS. 4. STRUCTURL DRWINGS R TH SOL PROPRTY O DIIC CS NGINRING. RPRODUCTION O STRUCTURL DRWINGS OR US IN SHOP DRWING SUMITTLS IS NOT CCPTL WITHOUT OUR WRITTN GRMNT. 5. SCHDUL SHLL LLOW MINIMUM O 2 WKS ROM RCIPT O SHOP DRWINGS OR DIIC CS NGINRING TO PROVID RSPONS. UILDING CODS ND STNDRDS USD OR DSIGN 1. INTRNTIONL UILDING COD 2015 DITION OCCUPNCY CTGORY: II DSIGN LODS 1. DSIGN LODS LOOR LIV LOD: LOOR DD LOD: 2. SNOW LOD DSIGN CRITRI SNOW LOD IMPORTNC CTOR, I: 1.0 GROUND SNOW LOD, Pg: 20 psf LT ROO SNOW LOD. Pf: 20 psf THRML CTOR, Ct: 1.0 XPOSUR CTOR, Ce: 1.0 ROST DPTH: 2'-6" SPCIL INSPCTIONS 50 psf (OICS) 80 psf (CORRIDORS OV 1ST LR) 15 psf 3. WIND LOD DSIGN CRITRI WIND IMPORTNC CTOR, I: 1.0 SIC WIND SPD: 115 MPH (3 SC GUST) WIND XPOSUR CTGORY: GCpi: +/ SISMIC LOD DSIGN CRITRI SISMIC IMPORTNC CTOR, I: 1.0 SIT CLSS: D (SSUMD) SPCTRL RSPONS CCLRTION: Ss=0.311g, S1=0.136g SPCTRL RSPONS COICINTS: Sds=0.322g, Sd1=0.205g SISMIC DSIGN CTGORY: D SIC SISMIC-ORC RSISTING SYSTM: WOOD SHRWLL SISMIC RSPONS COICINT, Cs: RSPONS MODIICTION CTOR, R: 6.5 SYSTM OVR-STRNGTH CTOR, OMGo: 3.0 DLCTION MPLIICTION CTOR, Cd: 4.0 NLYSIS PROCDUR USD: QUIVLNT LTRL ORC GNRL STRUCTURL NOTS 1. THIS DRWING ST IS TO VIWD S WHOL ND COORDINTD WITH RCHITCTURL, MCHNICL, CIVIL, ND OTHR DISCIPLINS. LL WORK PRTINING TO SPCIIC CONTRCTOR MY OR MY NOT SHOWN ON SPCIIC DRWING SCTIONS. IT IS CH SUCONTRCTOR'S RSPONSIILITY TO PRPR HIS ID ROM COMPLT ST O PLNS. 2. TH CONTRCTOR SHLL OLLOW WRITTN DIMNSIONS ONLY. DO NOT SCL DRWINGS. DIMNSIONS NOT SHOWN ON PLN TO COORDINTD WITH RCHITCTURL PLNS. 3. LL DTILS ND SCTIONS SHOWN ON TH DRWINGS R INTNDD TO TYPICL ND SHLL PPLY T NY SIMILR SITUTION LSWHR ON TH JO, XCPT WHR DIRNT DTIL OR SCTION IS SHOWN. 4. TH STRUCTUR SHLL DQUTLY RCD ND SHORD DURING RCTION GINST WIND ND RCTION LODS. STRUCTURL MMRS R DSIGND OR "IN- PLC" LODS ONLY. 5. RC LL LOW GRD WLLS UNTIL LOOR STRUCTUR IS IN PLC & CONCRT OR PLYWOOD LOOR DIPHRGM IS IN PLC. 6. TH GNRL CONTRCTOR SHLL VRIY LL OPNING SIZS, PD SIZS, ND LOCTIONS WITH TH RSPCTIV CONTRCTORS. 7. TH CONTRCTOR SHLL NOTIY TH RCHITCT ND NGINR IMMDITLY O NY DISCRPNCIS TWN CONSTRUCTION DOCUMNTS ND CTUL ILD CONDITIONS. 8. TH VRIOUS SUCONTRCTORS R RSPONSIL OR PLCING SLVS, OUTLT OXS, NCHORS, VNT OPNINGS, TC. THT MY RQUIRD IN OUNDTION WLLS. CONSTRUCTION MNGR SHLL COORDINT LL PLCMNT O ITMS IN OUNDTION WLLS. 9. S RCHITCTURL PLNS OR DDITIONL DTILS ND INORMTION. 10. LL LVTIONS GIVN R RRNCD TO INISHD LOOR LVTIONS T 100'-0", UNLSS SHOWN S USGS LVTIONS. 11. WHR GNRL NOTS OR TYPICL DTILS CONTRDICT INORMTION PROVIDD IN UILDING SCTIONS, TH UILDING SCTIONS TK PRCDNC. 12. LL HOLS THROUGH CONSTRUCTION SHLL COR DRILLD OR SWCUT. 13. LL STIR STRINGRS, LNDINGS, ND HNDRILS TO DSIGND ND RICTD Y STIR RICTOR. 14. WHR INORMTION PROVIDD IN THS STRUCTURL DRWINGS CONTRDICTS INORMTION PROVIDD IN UILDING SPCIICTIONS, TH SPCIICTIONS SHLL TK PRCDNC. 1. RR TO TH "STTMNT O SPCIL INSPCTIONS" OR TH LIST O LMNTS O CONSTRUCTION THT SHLL RQUIR SPCIL INSPCTION. THIS SHLL CONSIDRD GUID, ND TH CONTRCTOR ND INSPCTOR SHLL RR TO TH IC OR COMPLT RQUIRMNTS, QULIICTIONS, XCPTIONS, ND SUMITTLS. RR TO IC SCTION 1704 OR CODS, ND SCTION 1705 OR CODS. TH OWNR SHLL RSPONSIL OR MPLOYING TH SPCIL INSPCTION GNCY. 2. COPIS O LL INSPCTION RPORTS THT RPORT COMPLINC SHLL SUMITTD TO TH RCHITCT O RCORD, STRUCTURL NGINR O RCORD, ND UILDING INSPCTOR WITHIN 7 CLNDR DYS O COMPLTION O THT PORTION O WORK. MINIMUM O ON (1) PROGRSS RPORT PR MONTH OR CH TYP O CONSTRUCTION RQUIRING SPCIL INSPCTION SHLL SUMITTD TO TH STRUCTUL NGINR O RCORD. 3. SPCIL INSPCTOR SHLL INORM NGINR O RCORD IMMDITLY O NON- COMPLINC WITH CONSTRUCTION DOCUMNTS OR PPROVD SUMITTLS. CONTCT NGINR O RCORD TH SM DY NON-COMPLINC IS DISCOVRD ND OLLOW UP WITH N OICIL RPORT WITHIN 2 USINSS DYS. 4. TH SPCIL INSPCTIONS IDNTIID ON TH PLNS R IN DDITION TO, ND NOT SUSTITUT OR, THOS INSPCTIONS RQUIRD TO PRORMD Y UILDING INSPCTOR. 5. SPCIL INSPCTIONS R NOTD S ITHR "CONTINUOUS" OR "PRIODIC". "CONTINUOUS" INSPCTION RQUIRS TH PRSNC O QULIID INSPCTOR IN TH VICINITY O TH WORK ING PRORMD OR 100% O THT WORK. "PRIODIC" INSPCTION RQUIRS PRT-TIM OSRVTION O TH WORK ING PRORMD. TH INSPCTOR SHLL LSO OSRV TH INL CONDITION O TH WORK OR IT IS CLOSD ROM VIW. 6. WHN WORK IN MOR THN ON CTGORY O WORK RQUIRING SPCIL INSPCTION IS TO PRORMD SIMULTNOUSLY, OR TH GOGRPHIC LOCTION O TH WORK IS SUCH THT IT CNNOT CONTINUOUSLY OSRVD, IT SHLL TH RSPONSIILITY O TH GNT TO MPLOY SUICINT NUMR O SPCIL INSPCTORS TO SSUR THT LL WORK IS CONTINUOUSLY INSPCTD IN CCORDNC WITH THOS PROVISIONS. XCVTION ND RTHWORK NOTS 1. WTR LVLS INDICTD ON TH ORING LOGS MY SUJCT TO SSONL ND/OR NNUL VRITIONS. DWTRING SYSTM O SUICINT CPCITY SHLL INSTLLD ND OPRTD TO MINTIN TH CONSTRUCTION R R O WTR T LL TIMS. 2. TH RING VLU ND LTRL RTH PRSSURS O TH SOILS IS SSUMD. TH OUNDTION DSIGN IS SD ON TH OLLOWING NT LLOWL RING ND LTRL RTH PRSSURS (LLOWL RING PRSSURS MY INCRSD Y 33 PRCNT OR WIND ND SISMIC LODS): CONT. WLL OOTINGS 1,500 psf 3. LL OOTING XCVTIONS SHLL INSPCTD, PRIOR TO CONCRT PLCMNT, Y SOILS NGINR TO VRIY SUITL RING MTRIL O CPCITY S SPCIID. 4. NOTIY TH OWNR'S RPRSNTTIV WHN DDITIONL XCVTION IS RQUIRD TO RCH SUITL RING MTRIL. 5. TH SOILS NGINR SHLL CRTIY IN WRITING THT LL OUNDTIONS WR PLCD ON SOIL WITH TH RING VLU S SPCIID. 6. WITHIN TH XCVTION R O OUNDTIONS, LL VGTTION, TOPSOIL, PRVIOUSLY PLCD ILL ND UNSUITL SOILS SHLL RMOVD. LL OOTINGS TO R ON VIRGIN SOIL OR PROPRLY PLCD ND COMPCTD NGINRD ILL. 7. OUNDTION DSIGN DOS NOT CCOUNT OR WINTR CONSTRUCTION. NY UNNCLOSD/NHTD SPCS SHLL DQUTLY PROTCTD GINST ROST DURING WINTR CONSTRUCTION Y TH CONTRCTOR. 8. I NY SOT SPOTS OR RS QUSTIONL OR NY RSONS R NCOUNTRD Y TH CONTRCTOR, RCHITCT/NGINR SHLL NOTIID IMMDITLY SO THT NY RQUIRD CTION MY TKN PRIOR TO CONTINUTION O CONSTRUCTION IN THT R. XISTING CONSTRUCTION NOTS 1. LL DIMNSIONS ND LVTIONS TO XISTING CONSTRUCTION R OR RRNC ONLY. ILD VRIY DIMNSIONS ND LVTIONS PRIOR TO PRPRING SHOP DRWINGS, RICTING MMRS (STRUCTURL ITMS), ND INSTLLTION. 2. LL HOLS THROUGH XISTING CONSTRUCTION SHLL COR DRILLD OR SWCUT. DO NOT CUT NY RINORCING STL WHIL DRILLING INTO XISTING CONCRT. DO NOT TORCH CUT. 3. PRIOR TO SUMITTING NY SHOP DRWINGS, PROVID CRTIICTION ROM LN SURVYOR RGISTRD IN TH STT WHR TH PROJCT IS LOCTD THT DIMNSIONS TWN NW CONSTRUCTION ND XISTING CONSTRUCTION HV N SURVYD ND ORWRDD TO SHOP DRWING DTILRS. 4. NOTIY STRUCTURL NGINR IMMDITLY O NY DISCRPNCIS TWN XISTING CONDITIONS ND STRUCTURL DRWINGS. 5. OR LL XISTING CONSTRUCTION: DU TO LIMITD OSRVTION, OR NOT ING L TO VISIT TH XISTING UILDING DURING TH PRPRTION O THS DOCUMNTS, DIIC CS NGINRING HS SSUMD TH XISTING STRUCTUR IS IN LIK-NW CONDITION WITH NO CORROSION, DTRIORTION, OR DMG ND WS CONSTRUCTD PR NY ORIGINL CONSTRUCTION DOCUMNTS PROVIDD (I NY XIST). CONTRCTOR SHLL VRIY THS SSUMPTIONS TO TH ST O THIR ILITY ND NOTIY TH NGINR O NY CONCRNS, ISSUS OR DISCRPNCIS. RINORCING STL NOTS 1. NON-WLDD STL R RINORCING SHLL CONORM TO STM 615, GRD 60. WLDD STL R RINORCING SHLL CONORM TO STM WLDING O RINORCING STL SHLL PRORMD Y.W.S. QULIID WLDRS IN CONORMNC WITH.W.S. D1.1 USING 90 LCTRODS OR STM 615 RR, ND 80 LCTRODS OR STM 706 RR UNLSS OTHRWIS NOTD ON TH DRWINGS. 3. MINIMUM CONCRT COVR OR RINORCING STL IN CST-IN-PLC (NON- PRSTRSSD) CONCRT SHLL S OLLOWS UNLSS OTHRWIS NOTD ON TH DRWINGS:. CONCRT CST GINST RTH = 3". CONCRT XPOSD TO WTHR: #6 R ND LRGR = 2" #5 R ND SMLLR = 1 1/2" C. CONCRT NOT XPOSD TO RTH OR WTHR (SLS, WLLS, & JOISTS): #14 RS ND LRGR = 1 1/2" #11 RS ND SMLLR = 3/4" D. CONCRT NOT XPOSD TO RTH OR WTHR (MS & COLUMNS): PRIMRY RINORCMNT, TIS, STIRRUPS, & SPIRLS = 1 1/2" 4. LL DTILING, RICTION, ND RCTION O RINORCING STL SHLL CONORM TO TH LTST DITION O CI315, DTILS ND DTILING O CONCRT RINORCMNT. 5. LP SPLIC LNGTHS OR RS INSTLLD IN CONCRT ND CMU SHLL IN CCORDNC WITH TH TL. LIGHT GUG COLD-ORMD STL RMING NOTS 1. STL OR COLD-ORMD STL SCTIONS ND STL SHT ND PLT USD IN COLD- ORMD STL CONSTRUCTION SHLL CONORM TO SCTION 2.1 O ISI STNDRD: "NORTH MRICN SPCIICTION OR TH DSIGN O COLD-ORMD STL STRUCTURL MMRS", LTST DITION. 2. LL 12, 14, ND 16 GUG MMRS SHLL MT TH RQUIRMNTS O STM 1003 GRD ST50H (MINIMUM YILD O 50,000 psi). LL 18 ND 20 GUG MMRS SHLL MT TH RQUIRMNTS O STM 1003 GRD ST33H (MINIMUM YILD O 33,000 psi). 3. SCRWS OR COLD-ORMD STL CONSTRUCTION SHLL HV MINIMUM ULTIMT TNSIL STRNGTH O 58 ksi. 4. LL WLDING SHLL PRORMD Y.W.S. WLDRS QULIID OR WLDING COLD- ORMD STL CONORMNC WITH.W.S. D1.3 USING 60 LCTRODS, UNLSS OTHRWIS NOTD. STL RQUIRING WLDING SHLL 16ga MINIMUM. 5. LL LIGHT GUG MTL STUDS ND JOISTS SHLL INSTLLD PR MNUCTURR'S RCOMMNDTIONS RGRDING MINIMUM INSTLLTION STNDRDS OR RING, RIDGING, ND RCING. 6. OTTOM TRCK TO MTCH STUD GUG WITH MINIMUM 1 1/4" LNG UNLSS OTHRWIS NOTD. 7. LL XTRIOR WLLS TO HV HORIZONTL 4'-0" MXIMUM. POST INSTLLD NCHOR NOTS POST-INSTLLD NCHORS SHLL ONLY USD WHR SPCIID ON TH CONSTRUCTION DOCUMNTS. TH CONTRCTOR SHLL OTIN PPROVL ROM TH NGINR O RCORD PRIOR TO INSTLLING POST-INSTLLD NCHORS IN PLC O MISSING OR MISPLCD CST-IN-PLC NCHORS. CR SHLL TKN IN PLCING POST-INSTLLD NCHORS TO VOID CONLICTS WITH XISTING RR. HOLS SHLL DRILLD ND CLND IN CCORDNC WITH TH MNUCTURR'S WRITTN INSTRUCTIONS. SUSTITUTION RQUSTS OR PRODUCTS OTHR THN THOS SPCIID ON THS DRWINGS SHLL SUMITTD Y TH CONTRCTOR TO TH NGINR O RCORD LONG WITH CLCULTIONS THT R PRPRD & SLD Y RGISTRD PROSSIONL NGINR. TH CLCULTIONS SHLL DMONSTRT THT TH SUSTITUTD PRODUCT IS CPL O CHIVING, T MINIMUM, TH PRTINNT QUIVLNT PRORMNC VLUS O TH SPCIID PRODUCT USING TH UILDING COD. 1. TYPICL POST-INSTLLD NCHORS IN CONCRT ND CMU SHLL COMPLY WITH TH LTST O THIR RSPCTIV ICC VLUTION RPORTS. 2. WHN INSTLLING NCHORS IN CONCRT ND CMU, CONTRCTOR SHLL LOCT XISTING RINORCING STL, CONDUITS, TC, PRIOR TO DRILLING OR NCHORS. CONTRCTOR SHLL US CR ND CUTION TO PRVNT DMG TO XISTING RINORCING RS. 3. CONTRCTOR SHLL PROVID 1" MINIMUM CLRNC TWN DGS O NY HOLS OR POST-INSTLLD NCHORS ND XISTING RINORCING STL. 4. CONTRCTOR SHLL PROVID INSPCTION ND TSTING S RQUIRD PR TH "SPCIL INSPCTIONS" SCTION O THS GNRL STRUCTURL NOTS. WOOD RMING NOTS 1. WOOD RMING SHLL CONORM TO TH "LUMR TL" UNLSS NOTD OTHRWIS. 2. OR STRUCTURL GLU-LMINTD TIMR MMRS, N, ITC CRTIICTION O CONORMNC ISSUD Y CURRNT ICC-PPROVD QULITY CONTROL GNCY SHLL SUMITTD TO TH UILDING INSPCTOR PRIOR TO INSTLLTION. 3. MINIMUM NILING ND OLTING O WOOD RMING MMRS ND WOOD SHTHING SHLL S INDICTD IN TH "WOOD RMING STNING SCHDUL" UNLSS OTHRWIS NOTD. 4. LL NILS SHLL GLVNIZD COMMON WIR NILS UNLSS OTHRWIS NOTD. S "WOOD STNR TYPS SCHDUL" OR MINIMUM STNR DIMNSIONS. NILS IN CONTCT WITH IR RTRDNT TRTD OR PRSSUR TRTD WOOD SHLL HOT DIPPD GLVNIZD (STM 153) OR STINLSS STL (TYP 304 OR 316). WHN RQUIRD TO PRVNT SPLITTING, PR-DRILL OR NILS WITH 1/8" DIMTR DRILL IT. 5. OLTS ND LG SCRWS SHLL CONORM TO STM 307 ND NSI/SM STNDRD , ND SHLL GLVNIZD. OLTS ND LG SCRWS IN CONTCT WITH IR RTRDNT TRTD OR PRSSUR TRTD WOOD SHLL HOT DIPPD GLVNIZD (STM 153) OR STINLSS STL (TYP 304 OR 316). STNDRD WSHRS SHLL PROVIDD UNDR HD ND NUT O LL OLTS IN WOOD RMING. OLT THRDS SHLL NOT R ON WOOD. DRILLD HOLS OR OLTS SHLL 1/16" LRGR IN DIMTR THN OLT. 6. LL OLTS SHLL RTIGHTND IMMDITLY PRIOR TO CLOSING IN RMING. 7. MTL RMING CONNCTORS SHLL "SIMPSON" RND OR NGINRD PPROVD QUIVLNT ND SHLL GLVNIZD. MTL RMING CONNCTORS IN CONTCT WITH IR RTRDNT TRTD OR PRSSUR TRTD WOOD SHLL HOT DIPPD GLVNIZD (STM 123) OR STINLSS STL (TYP 316L). MTL RMING CONNCTORS SHLL INSTLLD IN CCORDNC WITH TH MNUCTURR'S LTST PULISHD INSTLLTION INSTRUCTIONS USING TH LRGR SIZ ND QUNTITY O STNRS INDICTD, UNLSS OTHRWIS NOTD. 8. WSHRS USD IN SHR WLLS ND NCHOR HOLD DOWNS SHLL SQUR WSHRS O SIZ ND THICKNSS INDICTD IN "RM NCHOR OLT DTIL". ROUND WSHRS R NOT CCPTL OR SHR WLL PPLICTIONS. 9. RR TO TL OR IC 2012 ND OLDR OR TL OR IC 2015 ND NWR OR WOOD STNING RQUIRMNTS. LUMR TL MMR SPCIS GRD 2x PLTS, STRIPPING, MISC CONCLD RMING, LKG, & IR STOPPING SOUTHRN PIN NO 2 SILLS ON CONCRT OR MSONRY PRSSUR TRTD SOUTHRN PIN NO 2 2x LUMR SOUTHRN PIN NO 2 LL 4x DIMNSIOND LUMR SOUTHRN PIN NO 2 TIMR 5x5 ND LRGR SOUTHRN PIN NO 1 LMINTD VNR ICC SR GRD 1.9; OR LUMR (LVL) HDRS, ICC SR-1307, GRD 1.9; OR PR MNUCTURR MS, STRINGRS ND ICC SR-1618, GRD 1.9; OR POSTS ICC SR-1994, GRD 2.0 SHR WLL SHTHING LOOR SHTHING PR MNUCTURR PR MNUCTURR WOOD STNR TYPS SCHDUL TYP DIMTR (INCHS) LNGTH (INCHS) 16d COMMON /2" 16d SINKR /4" 10d COMMON " 8d COMMON /2" #9 SD SCRW /2" OR 2 1/2" #10 SD SCRW /2" OR 2 1/2" SDS SCRW 0.25 VRIS 1 1/2"-8" P RTD SHTHING, XPOSUR 1 (PS 1 OR PS 2) P RTD SHTHING, XPOSUR 1 (PS 1 OR PS 2) DT ISSU R# LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri STPHN J. SCCO, P.. Missouri P PROJCT NGINR: DRWN Y: WJV DLC PROJCT NUMR KGW DT SHT S1.0 GNRL NOTS

13 CONCRT NOTS 1. LL CONCRT WORK INCLUDING ORMING, RINORCING, MIXING, PLCING ND CURING SHLL DON IN CCORDNC WITH TH CI MNUL O CONCRT PRCTIC INCLUDING "UILDING COD RQUIRMNTS OR STRUCTURL CONCRT", CI 318, ND "SPCIICTIONS OR STRUCTURL CONCRT", CI 301 LTST DITIONS. 2. IT SHLL TH RSPONSIILITY O TH MIX DSIGN SUPPLIR TO PROPORTION MIXS PPROPRITLY TO RCH TH RQUIRD DSIGN STRNGTH NOTD, ND SHLL PPROPRIT OR THIR INTNDD US. DMIXTURS R OPTIONL, HOWVR, IR- NTRINING DMIXTURS SHLL USD OR CONCRT XPOSD TO TH XTRIOR OR RZ-THW CYCLS. 3. CONTRCTOR SHLL SUMIT CONCRT MIX DSIGNS OR CH INTNDD US ON TH PROJCT OR RVIW ND PPROVL Y TH NGINR O RCORD. CONTNTS O TH MIX DSIGN SHLL COMPLY WITH, ND INCLUD LL INORMTION RQUIRD Y, CI 318, CHPTR 5. THIS INCLUDS, UT IS NOT LIMITD TO NUMR O TSTS ND G O TSTS INCLUDD IN TH MIX DSIGN RPORT. 4. LL CONCRT DNSITY SHLL NORML WIGHT (145 pcf +/- 5) UNLSS OTHRWIS INDICTD. LIGHT WIGHT CONCRT SHLL 110 pcf +/- 5, UNO. 5. LY SH LLOWNCS: 20% MXIMUM Y WIGHT IN OOTINGS 15% MXIMUM Y WIGHT IN SLS 0% (NON) LLOWD IN TILT-UP PNLS 0% (NON) IN SLS USD OR CSTING TILT-UP PNLS 6. COORDINT CONCRT WORK WITH THT O OTHR TRDS TO LLOW OR STTING O SLVS, CCSSORIS, TC. 7. LL RINORCING STL, NCHOR RODS, DOWLS, ND INSTS SHLL WLL- SCURD IN POSITION PRIOR TO PLCING CONCRT. 8. TST CYLINDRS WILL RQUIRD (4 MINIMUM), ND RCORDS O RSULTS SHLL SUMITTD TO NGINR O RCORD (1 T 7 DYS, ND 2 T 28 DYS). SLUMP TSTS R RCOMMNDD. 9. CONSTRUCTION JOINTS IN CONCRT INDICTD WITH ROUGH, CLN SURC SHLL HV 1/4" VRG MPLITUD. 10. LL COLD JOINTS SHLL ROUGHND ND CLND PRIOR TO PLCING CONCRT. 11. LL CONCRT SHLL HV MINIMUM 28-DY COMPRSSIV STRNGTH IN CCORDNC WITH TH OLLOWING: () TOTL IR CONTNT LIMITS INCLUD OTH NTRIND ND NTRPPD IR +/- 1 1/2%. "N" IN COLUMN INDICTS TH DDITION O NTRIND IR IS NOT RQUIRD, UT IS PRMITTD. INTNDD US CONCRT TL MINIMUM 28 DY STRNGTH f'c DVLOPMNT LNGTH O STNDRD HOOKS IN CONCRT NOTS 1. VLUS IN TL R SD ON 60ksi RR. OR OTHR RR YILD STRNGTHS, MULTIPLY VLUS IN TH TL Y TH SPCIID YILD STRNGTH DIVIDD Y S CI 318 SCTION 12.5 OR LLOWL RDUCTIONS IN DVLOPMNT LNGTH. IT SHLL NOT LSS THN 8 R DIMTRS OR 6 INCHS. 3. VLUS IN TH TL SHLL MULTIPLID Y 1.2 OR POXY COTD RS. 4. VLUS IN TH TL SHLL MULTIPLID Y 1.33 WHR LIGHT WIGHT CONCRT IS USD. 5. HOOKD RS R NOT CONSIDRD CTIV IN DVLOPING RS IN COMPRSSION. TNSION LP SPLIC LNGTH IN CONCRT NOTS MX WTR-CMNT RTIO DVLOPMNT LNGTH O STNDRD HOOKS IN CONCRT (INCHS) - 60 ksi RR TL R SIZ f'c = 3,000 psi f'c = 3,500 psi f'c = 4,000 psi f'c = 5,000 psi # # # # TOTL IR LIMITS (MX % RTIO) () INTRIOR SL ON GRD 4 ksi 0.50 N OOTINGS/OUNDTION 6 (WHR XPOSD 4 ksi 0.48 WLLS TO XT.) CONCRT XPOSD TO DICRS 4 ksi LL CONCRT NOT OTHRWIS SPCIID 4 ksi OR HORIZONTL RS, VLUS IN TH TL SHLL MULTIPLID Y 1.3 WHR MOR THN 12 INCHS O RSH CONCRT IS CST LOW TH R. 2. VLUS IN TH TL SHLL MULTIPLID Y 1.5 OR POXY COTD RS WITH CLR COVR LSS THN 3 R DIMTRS OR CLR SPCING LSS THN 6 R DIMTRS. MULTIPLY VLUS IN TL Y 1.2 OR LL OTHR POXY COTD RS. 3. VLUS IN TL ND NOT TO MULTIPLID Y MOR THN 1.7 DU TO TH INCRS ROM NOTS 1 ND VLUS IN TH TL SHLL MULTIPLID Y 1.33 WHR LIGHT WIGHT CONCRT IS USD. 5. LP SPLICS IN TNSION R NOT PRMITTD OR R LRGR THN #11. ULL MCHNICL OR ULL WLDD SPLIC SHLL DVLOP T LST 1.25fy O TH R. 6. WHR CLR SPCING O RS ING SPLICD IS T LST 2 R DIMTRS ND CLR COVR T LST 1 R DIMTR, US CS 1. OR LL OTHR R RRNGMNTS, US CS VLUS IN TH TL R SD ON 60ksi RR. OR OTHR RR YILD STRNGTHS, MULTIPLY VLUS IN TH TL Y TH SPCIID YILD STRNGTH DIVIDD Y WHR RS O DIRNT SIZS R SPLICD, PROVIDD TH LP LNGTH O TH LRGR R. 9. WLDD WIR RINORCMNT (DORMD OR PLIN WIR) SHLL LPPD ON ULL MSH SQUR PLUS 2 INCHS MINIMUM, UT NOT LSS THN 8 INCHS. 10. RR IN LL CONCRT MMRS SHLL SPLICD IN CCORDNC WITH "TNSION LP SPLIC LNGTH" TL, UNLSS SPCIICLLY NOTD OTHRWIS ON TH DRWINGS. TNSION LP SPLIC LNGTH IN CONCRT (INCHS) - 60 KSI RR TL f'c = 3,000psi 3,000psi 3,500psi 3,500psi 4,000psi 4,000psi 5,000psi 5,000psi R SIZ CS 1 CS 2 CS 1 CS 2 CS 1 CS 2 CS 1 CS 2 # # # # ITM SOILS SOILS ITM RINORCMNT RINORCMNT RINORCMNT NCHOR INSTLLTION NCHOR INSTLLTION NCHOR INSTLLTION NCHOR INSTLLTION SPCIL INSPCTIONS - CONCRT TL INSPCTION RQUNCY PRIODIC PRIODIC CONTINUOUS PRIODIC PRIODIC CONTINUOUS CONTINUOUS SCOP INSPCT RINORCMNT (INCLUDING PRSTRSSING TNDONS) ND PLCMNT; VRIY CONORMNC WITH CONSTRUCTION DOCUMNTS, ND THT RS R R ROM MTRILS THT COULD PRVNT OND, R DQUTLY LPPD, SPLICD, TID, ND SUPPORTD VRIY WLDILITY O RR OTHR THN STM 706; INSPCT SINGL PSS ILLT WLDS NOT GRTR THN 5/16" INSPCT LL OTHR WLDS (S LSO "STL" SPCIL INSPCTIONS TL) INSPCT CST-IN-PLC NCHORS ND OLTS INSPCT POST-INSTLLD MCHNICL ND DHSIV NCHORS NOT OTHRWIS SPCIID INSPCT POST-INSTLLD DHSIV NCHORS THT RSIST SUSTIND TNSION LODS INSPCT POST-INSTLLD MCHNICL ND DHSIV NCHORS PR TH RQUIRMNTS IN THIR RSPCTIV ICC-S RPORTS MIX DSIGN PRIODIC VRIY US O PPROVD MIX DSIGN PRIOR TO CONCRT PLCMNT, RICT SPCIMNS OR STRNGTH SMPLING ND CONTINUOUS TSTING; PRORM SLUMP ND IR CONTNT TSTING TSTS, ND DTRMIN TMPRTUR O TH CONCRT CONCRT PLCMNT CONCRT PLCMNT CONCRT PLCMNT ITM PRMNUCTUR D WOOD STRUCTURL LMNTS ND SSMLIS DIPHRGM ND SHR WLL ITM RICTION ND IMPLMNTTION PROCDURS SPCIL INSPCTIONS - SOILS ND OUNDTIONS TL INSPCTION RQUNCY PRIODIC CONTINUOUS PRIODIC PRIODIC CONTINUOUS SCOP VRIY MTRILS LOW SHLLOW OUNDTIONS R DQUT TO CHIV TH DSIGN RING CPCITY; VRIY XCVTIONS R XTNDD TO PROPR DPTH ND HV RCHD PROPR MTRIL; PRORM CLSSIICTION ND TSTING O COMPCTD ILL MTRILS; PRIOR TO PLCMNT O COMPCTD ILL, INSPCT SUGRD ND VRIY THT SIT HS N PRPRD PROPRLY VRIY US O PROPR MTRILS, DNSITIS, LIT THICKNSSS, ND COMPCTION O ILL; VRIY MTRILS ND PROCDURS COMPLY WITH TH GOTCHNICL RPORT VRIY MINTNNC O CURING TMPRTUR ND TCHNIQUS INSPCT ORMWORK OR SHP, LOCTION, ND DIMNSIONS O CONCRT MMR ING ORMD CONCRT PLCMNT SPCIL INSPCTIONS - WOOD TL INSPCTION RQUNCY - PRIODIC SCOP S "O-SIT RICTION" SPCIL INSPCTION TL WOOD SHR WLLS, SHR PNLS, ND DIPHRGMS, INCLUDING NILING, OLTING, NCHORING, ND OTHR STNING TO COMPONNTS O TH MIN LTRL SYSTM WHN TH STNR SPCING IS LSS THN OR QUL TO 4 INCHS ON CNTR SPCIL INSPCTIONS - O-SIT RICTION (INCLUDING PR-MNUCTURD WOOD STRUCTURL LMNTS ND SSMLIS, ND STL RICTING) INSPCTION SCOP RQUNCY PRIODIC NOT - VRIY THT RICTOR MINTINS DTILD RICTION ND QULITY CONTROL PROCDURS THT PROVID SIS OR INSPCTION CONTROL O TH WORKMNSHIP ND TH RICTOR'S ILITY TO CONORM TO PPROVD CONSTRUCTION DOCUMNTS ND RRNCD STNDRDS; RVIW PROCDURS OR COMPLTNSS ND DQUCY RLTIV TO TH COD RQUIRMNTS OR TH RICTOR'S SCOP O WORK SPCIL INSPCTION OR O-SIT RICTION IS NOT RQUIRD OR RICTORS PPROVD Y TH UILDING OICIL IN CCORDNC WITH TH COD NOTS: L NCHOR ROD & WSHR (TYP) L L L L L 2X PTD UNO NOTCHD OR DRILLD HOL 1. TYPICL NCHOR ROD ND DISTNC L = 4 1/2" MIN, 12" MX. 2. NCHOR RODS SHLL INSTLLD T 12" MXIMUM ROM CH ND O CH SILL PLT PIC, ND SHLL SPCD T 48" ON CNTR MXIMUM. S TYPICL SHR WLL DTIL OR NCHOR ROD SPCING T SHR WLLS. 3. WHR SILL PLT IS NOTCHD, DRILLD OR CUT MOR THN ON THIRD O ITS WIDTH, INSTLL NCHOR ROD CH SID S SHOWN. NOTCHS, CUTS ND HOLS SHLL TRTD WITH PRSRVTIV SOLUTION CONORMING TO WP STNDRD M4. 4. NCHOR RODS SHLL 3/4" SIMPSON TITN HD SCRW NCHORS WITH 3" x 3" x 0.229" PLT WSHRS, UNLSS OTHRWIS NOTD. NCHOR RODS ND WSHRS SHLL HOT-DIP GLVNIZD. 5. MINIMUM NCHOR ROD MDMNT SHLL 2 3/4", MSURD ROM TOP O TH CONCRT SL. TH LNGTH O NCHOR ROD IN CONCRT CURS SHLL NOT PPLY TO THIS MINIMUM MDMNT. 6. NCHOR RODS WITH DMGD THRDS SHLL NOT USD. 7. WHR SILL PLT NCHORS MUST POST-INSTLLD, PROVID 3/4" SIMPSON TITN HD SCRW NCHOR PR ICC SR SPCIL INSPCTION IS RQUIRD OR POST- INSTLLD NCHOR INSTLLTION. POST-INSTLLD NCHORS SHLL NOT RPLC HOLDOWN NCHOR OLTS. S1.1 WLL SHTHING ND NILING SCHDUL SHTG NIL JOINT SILL PL ND JT MRK THK SIZ SPCG LKG STUD 6 SILL PLT OLTS ND SOL PLT SCRWS SCHDUL STNR WLL SIDS MRK SPCING SHTHD OLT SCRW " 15/32" 10d 6" 2x* 2x* 14" * 3x WHR WLL IS SHTHD OTH SIDS ** DOUL 2x MY USD IN LIU O 3x. C NIL 12"oc STGGRD ULL HIGHT. NOTS: 2x DL TOP PL SPLIC PR TYP TOP PL SPLIC DTIL 6" MX DG NILING (N) SPCG, S SCHD DG STUDS HOLDOWN WHR INDICTD ON PLN & PR TYP HOLDDOWN SCHDUL & DTILS 1. ILD NILING (N): 12"oc. 2. LL NILS SHLL COMMON OR GLVNIZD OX WIR NILS, XCPT S NOTD IN NOT 4 LOW. 3. MINIMUM DIMNSION O NY SHTHING SHT QULS 16" OR STUD SPCING, WHICHVR IS GRTR. 4. NCHOR OLTS ND PLT WSHRS SHLL HOT-DIPPD GLVNIZD. 5. SOL PLTS SHLL STND WITH SDS25412 SCRWS 3x SOL PLTS) PR TH SCHDUL OV. OR SPCING LSS THN 8", PR- DRILL HOLS 3/16"DI. C S1.1 D S1.1 RM NCHOR OLT DTIL N.T.S. MRK TRNSVRS JOINT DG NILING (N) SHTG PR SCHD 2x4 LT LKG WHR RQD, & TONIL w/ (2) 8d ND NOT: SCTION - DIPHRGM SHTHING & NILING SCHDUL SHT'G THICK NIL SIZ N SPCING N SPCING N SPCING TRNSV LK'G DG MMR THICKN 1 3/4" 10d 6" 6" 12" YS* 2" 1. DIPHRGM SHTHING NILS SHLL DRIVN SO THT THIR HDS R LUSH WITH TH SURC O TH SHTHING. * TRNSVRS LOCKING MY OMITTD I TONGU ND GROOV SHTHING IS PROVIDD N, TYP TYPICL SHR WLL SHTHING ND STNR SCHDUL N.T.S. TYPICL LOOR SHTHING DTIL N.T.S. S1.1 N VRT OR HORIZ SHTG SHTS N, TYP N, TYP N,TYP MX SPCG PNL JOINT 1/4" STGGR, TYP DG NILING JOINT STUD STGGRD DG NILING DTIL N.T.S. 2x INTRIOR STUDS, UNO LOCTION WHR SHTG XTNDS PST TOP PL DL 2x ND STUD OR POST (WHR NO HOLDOWN OCCURS) CNTR SHTG ON STUD STGGR DG JT STUD PR TYP DG NILING DTIL TRNSVRS LOCKING T PNL DGS STGGR DG NILING (N) PR TYPICL DTIL JT STUD PR SCHD 3/4"dia SIMPSON TITN HD SCRW NCHOR PR SCHD w/ 3"x3"x0.229" PL WSHR SILL PL ONLY) SILL PL PR SCHD DIPHRGM OUNDRY (SHTHING MY XTND YOND DIPHRGM OUNDRY) OUNDRY NILING (N) TRNSVRS JOINTS I RQD (S SCHDUL) ILD NILING (N) T INTRMDIT SUPPORTS CNTR DGS O SHT'G ON RMING DG NILING (N), STGGR PR TYPICL DTIL 3/8" MIN DG DIST OR NILS JOIST SIZ & SPCG PR RMING PLN PROVID 1/8" GP TWN LL PNL NDS & DGS, TYP DT ISSU R# LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri STPHN J. SCCO, P.. Missouri P PROJCT NGINR: DRWN Y: WJV DLC PROJCT NUMR KGW DT SHT S1.1 GNRL NOTS

14 RIDGING CHNNLS PR DTIL HDR - PR SCHD. L 2x2x16 ga. x 5 1/2" w/ 2 - #10 SMS. LG " " 16 ga TRCK - MIN 1/16 6 1/16 6 4'-0" MX 4'-0" MX 4'-0" MX DOOR C WINDOW C (4)-#10 SMS SID DL STUDS ULL HT "" 1/4" MX. 16 ga TRCK - MIN 16 ga STUD LOW HDR HDR - PR SCHD L 2x2x16 ga x 5 1/2" w/(2)-#10 SMS. LG DTIL TYP 16 ga TRCK - MIN 1/ SCT. "" #10 16"oc 16 ga STUD LOW HDR 4"x14 ga SPLIC PLT 12" LONG TRCK SPLIC DTIL L1 1/2"x1 1/2"x16 ga x 5 3/4" w/(3)-#10 SMS.. LG 16 ga TRCK - MIN L2x2x16 ga w/2 SCRWS TO STUD ND TO CHNNL PRMNNT RCING 1 1/2" x 16ga COLD-ROLLD STL CHNNL - S SPCS INTRIOR DRYWLL PR RCH DWGS XTRIOR SHTHING INTRIOR DRYWLL PR RCH DWGS 2-L2x2x16ga CLIPS w/ 3-# 10 SCRWS TO STUD & TO TRCK CONT 3" WID x 18ga STRPS SID O 48"oc VRT w/ #10 SCRWS TO STUD (3 MIN TO RIDGING TRCK) 16ga TRCK RIDGING 8'-0"oc HORIZ & 48"oc VRT (TRCK DPTH TO MTCH STUD DPTH) CONT STRPS LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: HILTI X-U POWDR-CTUTD STNRS (0.157" SHNK DIMTR) w/1 1/4" 16"oc - 2 NCHORS PR PLT, MIN. DOUL 16 ga STUDS ULL HT SCT. "" 16 ga TRCK DTIL OR 4" OR 6" STUDS ONLY DTIL C OR 8" OR DPR STUDS DTIL D S1.2 TYPICL LIGHT GUG COLD-ORMD STRUCTURL STL STUD WLL RMING DTILS N.T.S. SPLIC DOUL TOP PLT STNRS PR TYP DTIL (4) 20d ND NILD TO HDR, ND DL KING STUD SID O OPNG (SINGL KING INTRIOR NON-RING WLLS) S1.2 WHR WLL HIGHT XCDS 10'-0", CONT ROW O LOCKING T MID-HIGHT O WLL ND T 8'-0"oc 12" OC, TYP (2) 16d ND 2x PTD SILL PL UNO, S TYP DTIL * * * * * TOP PLT SPLIC * 4'-0" MIN DL HDR PR SCHDUL 2x TRIM STUD PR SCHDUL 12" OC, TYP 2x SILL 2x TRIM STUD TYPICL WOOD STRUCTURL WLL PNL RMING LVTION N.T.S. * * * * * CNTR DOUL TOP PLT JOINT OVR STUD, TYP NIL PLT TO STUDS PR CONN SCHD 2x DL TOP PL 2x 16" OC UNO SILL PLT NCHORS PR TYPICL DTIL S NOT 3, TYP NOTS: 1. POWDR-CTUTD STNRS (SHOT PINS) ND XPNSION NCHORS SHLL NOT USD TO NCHOR WLLS ON CURS OR T SL DGS. 2. HOLDOWN NCHOR OLTS SHLL NOT RPLC SILL PLT NCHOR OLTS. 3. LL OLTS, NILS, MTL RMING CONNCTORS ND OTHR STNRS IN CONTCT WITH PRSRVTIV OR IR RTRDNT TRTD LUMR SHLL HOT-DIP GLVNIZD (STM 153) OR STINLSS STL (TYP 304 OR 316). * 34 MTL RMING CONNCTOR (OMIT OR INTRIOR NON-RING WLLS). DT ISSU R# New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri STPHN J. SCCO, P.. Missouri P PROJCT NGINR: DRWN Y: WJV DLC PROJCT NUMR KGW DT SHT S1.2 TYPICL DTILS

15 LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: P PR RCH Q Q P 2x12 STIR STRINGRS M PR RCH 2x12 POINTS S2.0 C D KY PLN N.T.S LGND INDICTS STRUCTURL RING WLL RMD WITH 2x4 8" ON CNTR INDICTS STRUCTURL SHR WLL RMD WITH 2x4 8" ON CNTR INDICTS NON RING WLL RMD WITH 2x4 16"oc 3 R O WORK C D ' - 8" 10" 9' /2" 2' - 8 3/4" 6' - 0" 5 3/4" 4" 4" D 6 () PM COL -V (2)400S OX COLUMN P1 P1 P1 P1 P1 P1 () PM COL -V (2)800S COX COLUMN C (2)800S COX COLUMN 12' - 0" 26' - 8" 12' - 0" 4" 11' - 6 3/4" 11 1/4" 6' - 7 5/8" 5' /8" 12' - 6" 12' - 6" 4" POST SCHDUL MRK SIZ S TTCHMNT P1 4x4 2x SILL PLT (4) 16d NILS ' - 8" V 6 LIN O MZZNIN OV 100'-0" () CONC SL -V OUNDTION PLN () PM COL -V () PM COL -V SHT NOTS SCL: 1/4" = 1'-0" 1. S SHTS S1.0 & S1.2 OR GNRL NOTS ND TYPICL DTILS. 2. LL LVTIONS R RRNCD ROM INISHD MIN LOOR = 100'-0" 5 D 1 1/4" 5' - 6 1/2" 14' - 4 1/4" 4" 20' - 4".1.3 DT ISSU R# New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri X INDICTS WOOD SHR WLL SHTHING PR TYPICL DTIL STPHN J. SCCO, P.. Missouri P P1 INDICTS POST PR SCHDUL PROJCT NGINR: DRWN Y: WJV DLC H1 INDICTS WINDOW OPNING PR RCHITCTURL DRWINGS INDICTS HDR PR SCHDUL INDICTS DG O OOTING INDICTS DG O SL T DOOR OPNING PROJCT NUMR KGW DT SHT S2.0 OUNDTION PLN

16 C C DG O MZZNIN 5 3/4" 6 5/8" () COL -V N 2x12 POINTS 2x12 STIR STRINGRS () COL -V 1 1/4" LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: S2.1 D KY PLN N.T.S. 1 2 R O WORK 3 4 MZZNIN RMING PLN SHT NOTS SCL: 1/4" = 1'-0" 1. S SHTS S1.0 - S1.2 OR GNRL NOTS ND TYPICL DTILS. 2. MXIMUM JOIST SPCING = 1'-4" UNO. 3. LOOR CONSTRUCTION: TYP "1" PR TYPICL LOOR SHTHING DTIL. 4. COORDINT WITH RCHITCTURL DRWINGS OR STIR DIMNSIONS, SCTIONS, ND LVTIONS. 5. LL LVTIONS R RRNCD ROM INISHD MIN LOOR = 100'-0" T/MZZ = TOP O MZZ = HDR SCHDUL TRIM / KING MRK SIZ TTCHMNTS STUDS RMRKS H1 (2) 1000S PR TYP DT " " 800T (T&) H2 (2) 400S " " " " 400T (T&) H3 (2) 400S " " " " 800T (T&) H4 (2) 2x10 SIMPSON HUC KING - H5 2-PLY1 3/4"x9 1/4 LVL SIMPSON LC4 1 TRIM / 2 KING b H6 (2) 2x4-1 TRIM / 2 KING - H7 (2) 2x12 SIMPSON HUC KING - LGND INDICTS STRUCTURL RING WLL RMD WITH 2x4 8" ON CNTR INDICTS STRUCTURL SHR WLL RMD WITH 2x4 8" ON CNTR INDICTS NON RING WLL RMD WITH 2x4 16"oc 5 D ' /8" 10" 9' /2" 2' - 8 3/4" 6' - 0" 4" Q R Q R H7 H7 16"oc H6 S NOT #3 H2 T/HDR=108'-1 1/2" SIM L J T G H5 H W H () COL -V SIM L W K 16"oc SIM S NOT #3 W G H5 H4 H4 S 8"oc S NOT #3 H1 T/HDR=108'-7 1/2" 50' - 0" T/DCK 109'-0" 11' - 6 3/4" 11 1/4" 6' - 7 5/8" 5' /8" 12' - 6" 12' - 6" () COLUMN -V 2.5 T W T T 12"oc S NOT #3 800S OX COL (OV HDR) G T G 8" oc -S NOT #3 H4 16"oc S NOT #3 H4 H () PURLINS -V S () PM MIN RM -V () COLUMN -V K T G T L 8"oc (6' - 8") 12"oc (12' - 0") S NOT #3 S NOT #3 SIM L () COLUMN -V 5 5 R 5' - 6 1/2" 4" 14' - 4 1/4".1.3 DT ISSU R# New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri X INDICTS WOOD SHR WLL SHTHING PR TYPICL DTIL P1 INDICTS POST PR SCHDUL INDICTS WINDOW OPNING PR RCHITCTURL DRWINGS H1 INDICTS HDR PR SCHDUL INDICTS DG O OOTING INDICTS DG O SL T DOOR OPNING () COL -V () PM V PURLIN -V () COL -V () COL -V STPHN J. SCCO, P.. Missouri P ROO RMING PLN SHT NOTS 1. S SHTS S1.0 - S1.2 OR GNRL NOTS ND TYPICL DTILS. 2. LL LVTIONS R RRNCD ROM INISHD MIN LOOR = 100'-0" T/HDR = TOP O HDR LVTION = SCL: 1/4" = 1'-0" () COL -V U 1 2 SIM V V H3 T/HDR=116'-1 5/8" H3 T/HDR= 116'-1 5/8" 12' - 6" 12' - 6" 12' - 6" 12' - 6" SIM V V SIM 3 4 V U 5 () COL -V PROJCT NGINR: DRWN Y: WJV DLC PROJCT NUMR KGW DT SHT S2.1 MZZNIN LOOR ND ROO RMING

17 SHTG PR SCHD 2x STUDS 2x4 STUDS SIMPSON PDP POWDR CTUTD 16"oc MTCH XISTING CONT 400T (2)#4 DWL x 8" 24"oc w/hilti HIT HY-200 S ST SYSTM (6" MD) #4 CONT T& #4 4" 16"oc () PM STRUCTUR () SL () TG & ND MTCH XISTING 16"oc SIMPSON PDP POWDR CTUTD 16"oc CONT 800T (2) #4 DWL x 10" 18"oc w/hilti HIT HY-200 S ST SYSTM (6" MD) #4 CONT T& #4 () PM STRUCTUR 2x SILL NCHOR PR TYP DT () SL () TG & ND MTCH STORRONT/DOOR PR RCH XIST #4 CONT T& #4 (2) #4 DWL x 10" 18"oc w/hilti HIT HY-200 S ST SYSTM (6" MD) () SL () TG & ND () PM WLL PNL SHTHING PR SCHD 2x4 SILL PL () SL () TG & ND JOIST DL 2x TOP PL SIMPSON LC4 SID DL 2x ND STUDS TTCH STUD TO POST w/ 2 ROWS 16d 12"oc STGGRD LOOR DCK JOIST T/MZZ HDR SIMPSON LUS210 POST PR SCHD LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: OUNDTION SCTION OUNDTION SCTION C OUNDTION SCTION D OUNDTION SCTION N N DL 2x TOP PLT SHTHING PR SCHD () PM STRUCTUR -V 16"oc 14ga STUD TO () PURLIN w/(4) #10 SCRWS () GIRT & () PURLIN L 800T SILL LOOR DCK T/MZZ JOISTS 2x STUDS N N LOOR DCK T/MZZ JOIST 2x STUD WLL SHTG PR SCHD WINDOW PR RCH N LOOR DCK N DL 2x TOP PLT G SHTHING PR SCHD TRDS & RISRS PR RCH STRINGR N N DL 2x10 2x4 NILR TWN STRINGRS w/ 1/2"dia TITN HD SCRW NCHOR (2 3/4" MD) M 2x12 STRINGR 2x LOCKING () SL 2x LKG TYP SIMPSON 34 CLIP TYP TWN JST T/MZZ JOISTS 2x STUDS JOIST LOOR DCK DL 2x TOP PL SIMPSON STRINGR TO RIM D 2x4 16"oc SIMPSON LUS210 H 2x DL TOP PLT 4x4 POST (YOND) 2x4 16"oc 2x4 SILL PL & NCHOR PR TYP DT () SL LOOR DCK T/MZZ JOISTS HDR P 16"oc () PM STRUCTUR -V 14ga STUD TO () PURLIN w/(4) #10 SCRWS () GIRT & () PURLIN J CONT 400T OX HDR PR SCHD STORRONT/DOOR PR RCH 2x12 3rd POINTS O STRINGR TTCH TO 4x4 POST w/ SIMPSON HUC HNGR NOTCHD 2x12 STRINGRS 2x4 NILR TWN STRINGRS w/ 1/2"dia TITN HD SCRW NCHOR (2 3/4" MD) STIR TRDS PR RCH () PM STRUCTUR DL 2x10 LKG T/HDR Q T/WLL PR RCH LOOR DCK JOIST DL 2x TOP PL T/MZZ 2x STUD WLL HDR PR SCHD LOOR DCK JOISTS DL 2x TOP PLT SHIM S RQD HDR WINDOW PR RCH () PM STRUCTUR -V 16"oc 14ga STUD TO () PURLIN w/(4) #10 SCRWS () GIRT & () PURLIN K () PM STRUCTUR 2x LOCKING 2x DL TOP PLT XT INISHS PR RCH R LOOR DCK JOIST (2) RIM JOIST DL 2x TOP PL 2x STUD WLL N T/MZZ SIMPSON 34 TYP TWN JST LOOR DCK T/MZZ JOISTS N 2x4 STUDS SHTHING PR SCHD DT ISSU R# New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri CNOPY & TTCHMNTS Y OTHRS CONT 800T S 16"oc LOCKING S RQD Y OTHRS HDR () PM STRUCTUR LOOR DCK JOIST STORRONT/DOOR PR RCH T/MZZ (2) RIM JOIST CONT DL 2x TOP PL 2x OR PLYWD SHIM S RQD T HDR LOOR DCK T/MZZ JOIST DL 2x TOP PL CONT 400T T/WLL PR RCH 16"oc 14ga STUD TO () PURLIN w/(4) #10 SCRWS () GIRT & () PURLIN U () PM ROO DCK () PM ROO PURLIN -V () PM V PURLIN -V () PM GIRT -V V CONT 800T ga STUD TO () PURLIN w/(4) #10 SCRWS () GIRT & () PURLIN 16"oc CONT 800T HDR WINDOW PR RCH () PM ROO DCK () PM ROO PURLIN -V LOCKING w/ 14ga ND w/ (3) #10 SCRWS () PM V PURLIN -V NOT: NO HDR T SIM LOCTION DL 2x TOP PL DL ND STUDS SIMPSON LC4 SID W LOOR DCK JOIST T/MZZ HDR POST PR SCHD STPHN J. SCCO, P.. Missouri P PROJCT NGINR: DRWN Y: WJV DLC PROJCT NUMR KGW DT SHT S

18 LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: STRUCTURL DIIC CS NGINRING 796 MRUS COURT ST. LOUIS, MO CONTCT: STV SCCO, P.. PHON: X: MCHNCIL, PLUMING & LCTRICL SYSTMS CILITY NGINRING SRVICS, LLC MO C# D WINDING TRIL LN ST. LOUIS, MO JCK HOPSON, P Ph: mail: hoppyj@att.net DT ISSU R# New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri JOHN LOWLL HOPSON NGINR MO# DRWN Y: JH, DT PROJCT NUMR DT COPYRIGHT c 2018 LMN RCHITCTS SHT M1 MCHNICL PLNS, SCHDULS & DTILS

19 K-2 L LCS V L90 INGTO T TORY 6-8 IRO NN LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: STRUCTURL DIIC CS NGINRING 796 MRUS COURT ST. LOUIS, MO CONTCT: STV SCCO, P.. PHON: X: MCHNCIL, PLUMING & LCTRICL SYSTMS CILITY NGINRING SRVICS, LLC MO C# D WINDING TRIL LN ST. LOUIS, MO JCK HOPSON, P Ph: mail: hoppyj@att.net DT ISSU R# New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri JOHN LOWLL HOPSON NGINR MO# DRWN Y: JH, DT PROJCT NUMR DT COPYRIGHT c 2018 LMN RCHITCTS SHT P1 PLUMING PLNS, SCHDUL & ISOMTRICS

20 LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: TV STRUCTURL DIIC CS NGINRING 796 MRUS COURT ST. LOUIS, MO CONTCT: STV SCCO, P.. PHON: X: MCHNCIL, PLUMING & LCTRICL SYSTMS CILITY NGINRING SRVICS, LLC MO C# D WINDING TRIL LN ST. LOUIS, MO JCK HOPSON, P Ph: mail: hoppyj@att.net DT ISSU R# New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri JOHN LOWLL HOPSON NGINR MO# DRWN Y: JH, DT PROJCT NUMR DT COPYRIGHT c 2018 LMN RCHITCTS SHT 1 IRST LOOR LCTRCIL PLNS NOTS & DTILS

21 K LLINGTON LVTORY CST IRON LMN RCHITCTS #2 Daniel Drive O'allon, MO ph: STRUCTURL DIIC CS NGINRING 796 MRUS COURT ST. LOUIS, MO CONTCT: STV SCCO, P.. PHON: X: MCHNCIL, PLUMING & LCTRICL SYSTMS CILITY NGINRING SRVICS, LLC MO C# D WINDING TRIL LN ST. LOUIS, MO JCK HOPSON, P Ph: mail: hoppyj@att.net DT ISSU R# New xterior & Interior lterations for: W Industries Rick Richmond 1270 West Terra Lane O'allon, Missouri JOHN LOWLL HOPSON NGINR MO# DRWN Y: JH, DT PROJCT NUMR DT COPYRIGHT c 2018 LMN RCHITCTS SHT 2 MZZNIN LOOR LCTRCIL PLNS NOTS & DTILS