CITY OF CLAREMORE WILL ROGERS PARK RESTROOM & SHELTER Claremore, OK Job # 14165

Transcription

1 RESTROOM & SHELTER Claremore, OK Job # 465 WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 RESTROOM & SHELTER 465 CONSULTNT: \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers Park Restroom & Shelter\5. CONSTRUCTION DOCS\DRWINGS\ dwg, /7/05 4:09:37 PM, roger.mckee PROJECT TEM RCHITECT W DESIGN, LLC. 53 E. 5TH STREET., STE. TULS, OK RCHITECT OF RECORD: WELDON J. BOWMN, I. NCRB STRUCTURL 360 ENGINEERING GROUP, LLC 40 SOUTH BOSTON VE, SUTE 300 TULS, OK M/E/P HP ENGINEERING, INC. 836 SOUTH BLTIMORE VE., SUITE B TULS, OK 749 PH: DRWN BY: DGP

2 CODE NLYSIS SCOPE OF WORK GENERL BBREVITIONS CONSTRUCTION DOCUMENT TBLE OF CONTENTS PRELIMINRY GENERL RCHITECTURL CODE REVIEW GENERL INFORMTION: RESTROOM & SHELTER BUILDING CODES: 009 INTERNTIONL BUILDING CODE 009 INTERNTIONL MECHNICL CODE 009 INTERNTIONL PLUMBING CODE 009 INTERNTIONL FIRE CODE 006 INTERNTIONL ENERGY CONSERVTION CODE 009 INTERNTIONL FUEL/GS CODE 0 NTIONL ELECTRICL CODE GENERL RE CLCULTIONS: FLOOR PLN TOTL =,645 SF USE GROUP: 3, SSEMBLY CCESSORY OCCUPNCIES: N/ OCCUPNTS: -SSEMBLY /7 NET,85 SF = 70 OCCUPNTS 85 MLE/FEMLE -TOTL = 70 OCCUPNTS 85 MLE/FEMLE PLUMBING FIXTURE COUNT: -WTER CLOSETS - -SSEMBLY (70 OCCUPNTS) PER 5 MLE OCCUPNTS PER 65 FEMLE OCCUPNTS -MLE (85 OCCUPNTS) =.68 REQUIRED -FEMLE (85 OCCUPNTS) =.3 REQUIRED -TOTL REQUIRED - MLE WTER CLOSETS ( WC & URINL PROVIDED) - FEMLE WTER CLOSETS ( WC PROVIDED) -LVTORIES - -BUSINESS (70 OCCUPNTS) PER 00 OCCUPNTS -MLE (85 OCCUPNTS) =.43 REQUIRED -FEMLE (85 OCCUPNTS) =.43 REQUIRED -TOTL REQUIRED - MLE LVTORIES ( PROVIDED) - FEMLE LVTORIES ( PROVIDED) -DRINKING FOUNTINS - PER 500 OCCUPNTS - REQUIRED ( PROVIDED) NEW CONSTRUCTION OF -STORY RESTROOM/SHELTER CHNGES TO THE PPROVED DRWINGS ND SPECIFICTIONS CHNGES TO THE CITY PPROVED DRWINGS ND SPECIFICTIONS SHLL BE MDE BY N DDEND OR CHNGE ORDER PPROVED BY THE S REQUIRED BY THE RCHITECT OF RECORD. CONTRCTOR DIRECTIVES. LL WORK SHLL CONFORM TO THE INTERNTIONL BUILDING CODE OF REGULTIONS (IBC 009).. PRIOR TO BIDDING, THE GENERL CONTRCTORS SHLL VISIT ND INSPECT THE SITE ND FMILIRIZE HIMSELF WITH THE EXISTING CONDITIONS EFFECTING THE NEW WORK. THE GENERL CONTRCTOR SHLL NOT DISPUTE OR SSERT THT THERE IS NY MISUNDERSTNDING IN REGRD TO LOCTION, EXTENT, NTURE, OR MOUNT OF WORK TO BE PERFORMED UNDER THIS CONTRCT DUE TO THE CONTRCTOR'S FILURE TO INSPECT THE SITE. 3. THE GENERL CONTRCTOR ND SUBCONTRCTORS RE RESPONSIBLE FOR LOCTING ND VERIFYING LL EXISTING UNDERGROUND UTILITIES IN LL RES OF NEW WORK PRIOR TO COMMENCEMENT OF NY EXCVTION. EXISTING UTILITIES SHOWN ON THE DRWINGS RE PPROXIMTE ROUTING LOCTIONS S BEST DETERMINED FROM EXISTING SURVEY, BUT SHOULD NOT BE CONSTRUED TO REPRESENT LL EXISTING UTILITIES. 4. FIELD VERIFY MENS THE CONTRCTOR IS REQUIRED TO FIELD SURVEY THE NOTED CONDITION ND/OR DIMENSION PRIOR TO CONSTRUCTION OR PREPRTION OF SUBMITTL SHOP DRWINGS ND INTEGRTE FIELD SURVEY INFORMTION INTO THE CONSTRUCTION. 5. THE ORGNIZTION OF THE DRWINGS ND SPECIFICTIONS SHLL NOT CONTROL THE CONTRCTOR IN DIVIDING THE WORK MONG SUBCONTRCTORS OR ESTBLISHING THE EXTENT OF WORK TO BE PERFORMED BY TRDE. 6. IN THE EVENT OF CONFLICT BETWEEN DRWINGS OR BETWEEN DRWING ND SPECIFICTION ITEM THE DRWING OR SPECIFICTION ITEM REQUIRING THE GRETER EXTENT, LRGER NUMBER OR HIGHER QULITY SHLL GOVERN. 7. LL ITEMS OF MECHNICL ND/OR ELECTRICL DETIL MY NOT NECESSRILY PPER ON THE RCHITECTURL DRWINGS. REFER TO THE PPROPRITE DRWINGS FOR ITEMS OF THIS NTURE. BS.C. CCESS..C.T..F.F. LS LUM. BLKG. C.B. C.G. C.J. C.L. CLG. CLR. C.M.U. CONC. CPT. C.S. DI. DCS D.F. DRWG. DRWGS. DTL. (E) E.J. ELEC. E.M.T. E.W. EXP. F/, F.. F.D. F.E. F.F. F.H.W.S. FIN. FLR. F.O.F. F.O.S. F.R.G. F.V. FS G.I. G.P.F. GYP. BD. H.H. H.P. H.T. HORIZ. I.D. I.F.C X BSOLUTE SPHLTIC CONCRETE CCESSIBLE COUSTIC CEILING TILE BOVE FINISHED FLOOR SSISTIVE LISTENING SYSTEM LUMINUM BLOCKING CTCH BSIN CORNER GURD CONTROL JOINT CHIN LINK CEILING CLER, CLERNCE CONCRETE MSONRY UNIT CONCRETE CRPET COUNTER SUNK DIMETER DIPER CHNGING STTION DRINKING FOUNTIN DRWING DRWINGS DETIL EXISTING EXPNSION JOINT ELECTRICL ELECTRIC METLLIC TUBING ECH WY EXPNSION FIRE LRM FLOOR DRIN FIRE EXTINGUISHER FINISH FLOOR FLT HED WOOD SCREW FINISH FLOOR FCE OF FINISH FCE OF STUD GLSS FIBER REINFORCED GYPSUM FIELD VERIFY FLOOR SINK GLVNIZED IRON GLLONS PER FLUSH GYPSUM BORD HEX HED HIGH POINT HEIGHT HORIZONTL INSIDE DIMETER INTERNTIONL FIRE CODE SYMBOL LEGEND ROOM NME, RE: FLOOR PLN ROOM NUMBER I.M.C. IS L.L.H. L.L.V. L.P. MX. MIN. (N) NO. NOM. N.T.S. O.D. O.C. O.L. P.C./P.C.C. P.H. P.H.W.S. PLB. PLYWD. PLS.LM. PSI P.T. R.C. RESIL. RE: REV R.H.W.S. R.W.D. R.W.L. S.B.I. SCH. SHT. SIM. S.S. THK. T.O.M. T.O.P. T.O.S. T.O.W. TW TYP. UBC U.O.N. VCT VERT. VRS V.T.R. V.W.C. W.G. W.H. WD. WWF DOOR NUMBER P.H. WHERE OCCURS, RE: FLOOR PLN/DOOR SCHEDULE WLL TYPE REVISION NUMBER WINDOW TYPE PRIMRY KEYNOTE ELEVTION DRWING NUMBER BUILDING SECTION NUMBER DRWING NUMBER INTERMEDITE METLLIC INTERNTIONL SYMBOL OF CCESSIBILITY LONG LEG HORIZONTL LONG LEG VERTICL LOW POINT MXIMUM MINIMUM NEW NUMBER NOMINL NOT TO SCLE OUTSIDE DIMETER ON CENTER OCCUPNT LOD PORTLND CEMENT (CONCRETE) PNIC HRDWRE PN HED WOOD SCREW PLUMBING PLYWOOD PLSTIC LMINTE POUNDS PER SQURE INCH PRESSURE TRETED RINWTER CONDUCTOR RESILIENT REFER TO REVERSE ROUND HED WOOD SCREW REDWOOD RIN WTER LEDER SOUND BTT INSULTION SCHEDULE SHEET SIMILR STINLESS STEEL THICK TOP OF MSONRY TOP OF PRPET TOP OF STEEL TOP OF WLL TRED WIDTH TYPICL UNIFORM BUILDING CODE UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VERTICL VRIES VENT THROUGH ROOF VINYL WLL COVERING WLL GURD WTER HETER WOOD WELDED WIRE FBRIC GENERL PROJECT DT CS S COVER SHEET PROJECT DT / DRWING INDEX CCESS REQUIREMENTS ND MOUNTING HEIGHTS RCHITECTURL REFERENCE SITE PLN FLOOR PLN ND REFLECTED CEILING PLN ELEVTIONS ND ROOF PLN WLL SECTIONS ND DETILS SCHEDULES ND DETILS STRUCTURL S00 S00 S003 S0 S50 S5 M00 M0 GENERL NOTES GENERL NOTES GENERL NOTES PLN FOUNDTION DETILS ROOF FRMING DETILS MECHNICL PLUMBING P00 P0 ELECTRICL E00 E00 E00 HVC LEGEND, NOTES, DETILS, ND SCHEDULES HVC PLN PLUMBING LEGEND NOTES, DETILS ND SCHEDULES PLUMBING DOMESTIC, ND SNITRY PLN LEGEND ND NOTES POWER ND LIGHTING PLN SCHEDULES & DETILS WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 RESTROOM & SHELTER 465 CONSULTNT: \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers Park Restroom & Shelter\5. CONSTRUCTION DOCS\DRWINGS\ dwg, /7/05 :34:3 M, roger.mckee 8. LL EXIT DOORS SHLL BE OPERTIVE FROM THE INSIDE WITHOUT THE USE OF KEY OR NY SPECIL KNOWLEDGE OR EFFORT. 9. LL FIRE LRM SYSTEM IN COMPLINCE WITH I.F.C. 009 LISTED. EXTENT OF DETIL WLL SECTION OR DETIL DRWING NUMBER WLL SECTION OR DETIL NUMBER ELEVTED DIMENSION POINT / DTUM POINT.5.05 DRWN BY: DGP

3 LTERNTIVE DIMENSIONS 5 MOUNTING HEIGHTS ND CLERNCES SCLE: NONE WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 RESTROOM & SHELTER 465 CONSULTNT: \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers Park Restroom & Shelter\5. CONSTRUCTION DOCS\DRWINGS\ dwg, /7/05 :34:3 M, roger.mckee GRB BR T WTER CLOSET FLUSH VLVE PLN 4 SCLE: 3/4"='-0" ELEVTION CCESSIBLE DRINKING FOUNTIN / WTER COOLER 3 ELEVTION CCESSIBLE LVTORY SCLE: 3/4"='-0" SCLE: NONE PLN ELEVTION CCESSIBLE URINL SCLE: 3/4"='-0" MOUNTING HEIGHTS ND CLERNCES.5.05 DRWN BY: DGP

4 WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 OWNER TO DEMOLISH EXISTING BUILDING; GC TO REMOVE CONCRETE SLB ENLRGED SITE PLN SCLE: /6" = '-0" SITE PLN FOR REFERENCE ONLY RESTROOM & SHELTER SITE PLN N SIG DE SITE PLN FOR REFERENCE ONLY ND IS TO ONLY INDICTE PPROXIMTE LOCTION OF SHELTER WITHIN RE. FIELD VERIFY EXCT LOCTION W/ OWNER W \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers Park Restroom & Shelter\5. CONSTRUCTION DOCS\DRWINGS\465-S00.dwg, /6/05 :4: M, darshan CONSULTNT: SCLE: /3" = '-0" DRWN BY: DGP

5 KEYNOTES NOTE: NOT LL KEYNOTES MY BE USED ON THIS SHEET.. TRETED " WOOD COLUMN WITH TPERED STONE BSE, RE. ELEVTIONS. PLUMBING FIXTURE 3. FLOOR DRIN TO SNITRY SEWER 4. 4" THICK CONCRETE STOOP 5. 4" THICK CONCRETE MOW STRIP 6. HNDWSH SINK 7. 5'-0" TURN RDIUS (D REQUIREMENT) 8. HI-LOW DRINKING FOUNTIN (D REQUIREMENT). CENTER FOUNTINS 9. RESTROOM SIGNGE, RE: 00 FOR MT. HT "x48" CLER SPCE (D REQUIREMENT). STONE WINSCOT, RE: ELEVTIONS. CONTROL JOINTS, TYP. RE: STRUCTURL 3. WLL MOUNTED FIRE EXTINGUISHER T 44" FF TO HNDLE, CLSSIFICTION 0B:C; STEEL TNK, CRBON DIOXIDE 4. GYP. BORD ON 6" PRESSURE TRETED WOOD STUD PLUMBING WLL. PINTED, RE: LEGEND 5. 54"x60" CLER FLOOR SPCE (D REQUIREMENT) 6. GYP BORD CEILING, PINT 7. EXHUST FN 8. NOT USED 9. UNIT HETER, RE: MECHNICL 0. ELEC. DISTRIBUTION PNELS, RE: ELECTRICL. TRETED WOOD BEM, RE: STRUCTURL. DSHED LINE OF COLUMN BSE BELOW KEYNOTES TOILET CCESSORIES NOTE: NOT LL KEYNOTES MY BE USED ON THIS SHEET. T. TOILET PPER DISPENSER, JUMBO ROLL T. SNITRY NPKIN DISPOSL, SINGLE COMPRTMENT T3. GRB BR - 36", RE: /00 FOR MT. HT (D REQ.) T4. GRB BR - 4", RE: /00 FOR MT. HT (D REQ.) GENERL NOTES T5. GRB BR - 8" VERT., RE: /00 FOR MT. HT (D REQ.) T6. MIRROR, TEMPERED GLSS T7. WRM IR DRYER, BY OWNER T8. WLL MOUNTED SOP DISPENSER. LL WLLS TO BE 8" CMU WLLS, PINTED. INTERIOR PLUMBING WLL TO BE 6" METL STUD. REFERENCING. RE: 00 FOR GENERL NOTES, DIRECTIVES, SYMBOLS ND BBREVITIONS B. RE: 0 SERIES DRWINGS FOR REFLECTED CEILING PLNS ND CEILING DETILS C. RE: 30 SERIES DRWINGS FOR ROOF PLN D. RE: 70 SERIES DRWINGS FOR DOOR ND WINDOW SCHEDULES, DOOR ND WINDOW DETILS LEGEND SYMBOL NEW WLL - WOOD STUD NEW 8" CMU WLL DESCRIPTION WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 LETTER INDICTES WLL TYPE REF PLNS 6 NUMBER INDICTES STUD SIZE S FOLLOWS: 4-4" CMU (NOMINL SIZE) 6-5 /" WOOD STUD (NOMINL SIZE) 8-8" CMU (NOMINL SIZE) WLL SSEMBLIES UL DESIGN # CMU WLL NOTES B PRESSURE TRETED WOOD STUDS T 6" O.C. PLUMBING WLL WITH 5/8" GYP. ON INSIDE FCE, PROVIDE MOISTURE RESISTNT GYP T LL WET LOCTIONS B RESTROOM & SHELTER PRTITION TYPES REFLECTED CEILING PLN SCLE: /4" = '-0" W DESIGN CONSULTNT: \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers Park Restroom & Shelter\5. CONSTRUCTION DOCS\DRWINGS\465-0.dwg, /6/05 3:34:4 PM, roger.mckee B B 8 8 SCLE: /4" = '-0" B6 FLOOR PLN W DESIGN DRWN BY: DGP

6 GENERL NOTES. REFER TO SPECIFICTIONS FOR DETILED PRODUCT INFORMTION SUCH S SUBMITTL REQUIREMENTS, SUBSTITUTION PROCEDURES, CCEPTBLE MNUFCTURERS, SPECIFIC INSTLLTION REQUIREMENTS ND WRRNTY REQUIREMENTS.. LL EXTERIOR PINT COLORS TO BE PPROVED BY OWNER PRIOR TO COMMENCEMENT OF WORK. 3. G.C. TO PROVIDE MOCK-UP RE ON EXTERIOR OF BUILDING FOR OWNER'S PPROVL OF FINISHES T ECH FINISH LOCTION. 4. LL EXTERIOR BUILDING MTERILS TO MTCH MNUFCTURER, MODEL ND COLOR S SHOWN ON THE EXTERIOR FINISH SCHEDULE. SMPLE OF LL SUBSTITUTIONS TO BE SUBMITTED TO THE RCHITECT FOR PPROVL PRIOR TO PROCUREMENT. RE: SPECIFICTIONS. 5. LL EXTERIOR TRIM TO BE PINTED S SELECTED BY OWNER, UNLESS NOTED OTHERWISE. 6. LL EXTERIOR PINT TO HVE EGGSHELL SHEEN. G.C. TO VERIFY WITH OWNER PRIOR TO PROCUREMENT. 7. OWNER TO PPROVE WINDOW ND DOOR STYLES PRIOR TO PROCUREMENT. 8. LL ROOF FLSHING TO MTCH DJCENT ROOFING FINISH. KEYNOTES. STNDING SEM METL ROOF ON x6 SLEEPERS SPCED CCORDING TO FSTENING REQUIREMETNS ON x8 WOOD JOISTS T 4" O.C. (NO INSULTION REQ'D). PRE-FINISHED. DETILS, FLSHING ND UNDERLMENT IN CCORDNCE WITH MNUFCTURER'S INSTLLTION RECOMMENDTIONS. HRDIPNEL VERTICL LP SIDING TTCHED DIRECTLY TO CMU IN CCORDNCE WITH MNUFCTURERS'S INSTLLTION RECOMMENDTIONS 3. 8" x 8" STINED WOOD COLUMN. PROVIDE CONNECTIONS PER TRUSS MNUFCTURER. CONNECTIONS TO BE SIMILR S INDICTED. EXPOSED STEEL PLTE CONNECTIONS TO BE EPOXY COTED 4. MNUFCTURED STONE COLUMN BSE, TYP. 5. MNUFCTURED STONE CP. TYP. 6. MNUFCTURED STONE WINSCOT, TYP. 7. FOUNDTION NOT SHOWN FOR CLRITY, RE: STRUCTURL 8. EXPOSED X8 WOOD RFTER TIL, PINT 9. HOLLOW METL FRME ND GLZING, PINT. RE: SPEC. 0. HOLLOW METL DOOR ND FRME, PINT. RE: 70. METL LOUVER CENTERED BOVE DOOR. PINT.. x4 WOOD TRIM SURROUND. PINT 3. EXTERIOR SCONCE LIGHTING MOUNTED T 6'-0".F.F. 4. 8X8 EXPOSED WOOD TIMBER CNOPY STRUCTURE, STINED. STEEL PLTES TO BE EXPOXY COTED 5. 6X TIMBER BEM, STINED 6. HOSE BIBB T 6".F.F. 7. HI-LOW DRINKING FOUNTIN (D REQUIREMENT). CENTER FOUNTINS. RE: PLUMBING 8. PROVIDE WOOD TRIM SURROUND T TRUSS TO BUILDING LOCTION, PINT 5 ROOF PLN SCLE: /4" = '-0" WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 RESTROOM & SHELTER 465 CONSULTNT: \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers Park Restroom & Shelter\5. CONSTRUCTION DOCS\DRWINGS\ dwg, /7/05 :50:06 M, roger.mckee 4 LEFT ELEVTION SCLE: /4" = '-0" RIGHT ELEVTION SCLE: /4" = '-0" 3 RER ELEVTION SCLE: /4" = '-0" FRONT ELEVTION SCLE: /4" = '-0".5.05 DRWN BY: DGP

7 9 ENLRGED DETIL SCLE: /" = '-0" 8 ENLRGED DETIL SCLE: /" = '-0" 7 ENLRGED DETIL SCLE: /" = '-0" 6 ENLRGED DETIL SCLE: 3/4" = '-0" WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 RESTROOM & SHELTER 465 CONSULTNT: \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers Park Restroom & Shelter\5. CONSTRUCTION DOCS\DRWINGS\ dwg, /7/05 :35:08 M, roger.mckee 4 5 ENLRGED DETIL SCLE: 3/4" = '-0" ENLRGED DETIL SCLE: 3/4" = '-0" 3 WLL SECTION SCLE: 3/4" = '-0" WLL SECTION SCLE: 3/4" = '-0" WLL SECTION SCLE: 3/4" = '-0".5.05 DRWN BY: DGP

8 DOOR SCHEDULE ST FLOOR DOOR TYPE SIZE RE: /70 FRME TYPE '-0" 7'-0" /70 - RE: /70 DETIL LOCTED ON DRWINGS S NOTED B '-0" 4'-8" / '-0" 7'-0" /70 5/70 6/ '-0" 7'-0" /70 5/70 6/ = NEW = NEW/REVERSE SWING = EXISTING = WIDEN OPENING = UTOMTIC * INTERLOCKING STRGL = EXISTING MODIFIED FRME TYPICL DOOR THICKNESS -3/4" UNLESS NOTED OTHERWISE REMRKS D BTHROOM SIGNGE HEDLESS FRME, 4" CMU JMB D BTHROOM SIGNGE B '-0" 4'-8" / HEDLESS FRME, 4" CMU JMB - C '-0" 4'-8" / HEDLESS FRME, 4" CMU JMB - 5/70 6/70 TOILET CCESSORY SCHEDULE T. TOILET PPER DISPENSER ROYCE ROLLS #TP- NO LTERNTE CCEPTED T. SNITRY NPKIN DISPOSL MURDOCK 76 SELF CLOSING DISPOSL-OPENING COVER STINLESS STEEL NO. 4 FINISH SURFCE MOUNTED WITH REMOVBLE RECEPTCLE T3. GRB BR - 36" MURDOCK 33x36" /" O.D. MTERIL: STINLESS STEEL, 0.05 IN THICK SMOOTH NO.4 STIN ENDS, SLIP RESISTNT GRIP RE MOUNTING: ESCUTCHION ND COVER PLTES FOR CMU WL T4. GRB BR - 4" MURDOCK 34X36" /" O.D. MTERIL: STINLESS STEEL, 0.05 IN THICK SMOOTH NO.4 STIN ENDS, SLIP RESISTNT GRIP RE MOUNTING: ESCUTCHION ND COVER PLTES FOR CMU WLL T5. GRB BR - 8" (VERT) MURDOCK 8", /" O.D. MTERIL: STINLESS STEEL, 0.05 IN THICK SMOOTH NO.4 STIN ENDS, SLIP RESISTNT GRIP RE MOUNTING: ESCUTCHION ND COVER PLTES FOR CMU WLL T6. MIRROR, TEMPERED GLSS MURDOCK 0-FM; "X-/" MIRROR: TYPE 300 S.S. POLISHED TO MIRROR FINISH REINFORCED WITH /" FIBORBORD BCKING FRME: 4G TYPE 304 STIN FINISH STINLESS STEEL MOUNTING: FRONT MOUNTED WITH /4" TMPER-RESISTNT COUNTERSUNK SCREWS T7. WRM-IR DRYER EXCEL-HO-IW UTOMTIC DRYER ELECTONIC SENSOR CTIVTED, TIMED CUT-OFF SWITCH MOUTING: SURFCE MOUNTED MTERIL: -PIECE, HEVY-DUTY, DE-CST ZINK-LLOY FINISH: WHITE EPOXY T8. WLL SOP DISPENSER MURDOCK 75, 40FL. OZ STINLESS STEEL, BLCK PLSTIC PUSH BUTTON/SPOUT TUMBLER TYPE LOCKSET, WINDOW TYPE REFILL INDICTOR GENERL DOOR/HRDWRE NOTES. FURNISH ND INSTLL ONLY HRDWRE WHICH HS BEEN TESTED ND LISTED BY UNDERWRITERS' LBORTORIES, FCTORY MUTUL, OR OTHER TESTING GENCY CCEPTBLE TO THE STTE FIRE MRSHL FOR THE TYPE ND SIZE OF ECH DOOR REQUIRED, ND FRME LBELS.. TYPICL DOOR THICKNESS SHLL BE 3/4" UNLESS OTHERWISE NOTED. 3. RE: HRDWRED SETS FOR HRDWRE INFORMTION. 4. FRMES SHLL BE WELDED, KNOCK DOWN FRMES RE NOT CCEPTBLE. 5. LL HRDWRE FINISH SHLL BE MTCHING, CONSULT OWNER FOR SELECTION OF FINISH. 6. RE-INSPECT OPERTION OF LL HRDWRE BEFORE TURNOVER TO OWNER, INSTRUCT CLIENT DESIGNTED REPRESENTTIVE ON THE OPERTION ND MINTENNCE OF THE HRDWRE ND RETURN ONE () MONTH THEREFTER FOR NECESSRY DJUSTMENTS. 7. PROVIDE CYLINDERS ND PDLOCKS TO SECURE LL DDITIONL VLVES OR HTCHES ON THE EXTERIOR OF THE BUILDINGS SHELL. 8. FINL SELECTION OF LL DOOR PROVIDED BY OWNER SCHEDULE NOTES SCHEDULED WIDTH ND HEIGHT RE ROUGH OPENING SIZE CENTER FRME ON BLOCK WIDTH 3 LL DOORS & FRMES SHLL BE PRIMED & PINTED. COLOR SELECTION BY OWNER 4 PROVIDE KICKPLTE ON INTERIOR SIDE OF RESTROOM DOORS P-TRP ENCLOSER TO BE TRUBRO LVSHIELD #08-KO-K. COORDINTE WITH SINK MODEL ND COLOR DOOR HRDWRE HRDWRE GROUPS WELDON BOWMN, I OK LICENSE NO. 604 C# 046 EXPIRES 06/30/05 Doors 0, 0 Hardware Set 3 E HINGE T74 USD6D 4.5 X 4.5BB 4.5" x 4.5" MCKINNEY MFG. CO E DED BOLT DL407 MO 66 CORBIN RUSSWIN E PUSH PLTE 70-C US3D 3D ROCKWOOD E PULL PLTE 6 X70-C US53D 3D ROCKWOOD E WLL STOP 409 US3D 3D ROCKWOOD E DOOR CLOSER EN-35-UO LUM SRGENT E THRESHOLD 45E X 36" LUM NTIONL GURD E WETHERSTRIP 60V X 3070 LUM NTIONL GURD E SWEEP 00N X 36" LUM NTIONL GURD DOORS 03 HRDWRE SET 3 E HINGE T74 USD6D 4.5 X 4.5BB 4.5" X 4.5" MCKINNEY MFG. CO E LOCKSET ML057 LWM M30 SS CORBIN RUSSWIN E PUSH PLTE 70-C US3D 3D ROCKWOOD E PULL PLTE 6 X70-C US53D 3D ROCKWOOD E DOOR CLOSER EN-35-UO LUM SRGENT E THRESHOLD 45E X 36" LUM NTIONL GURD E WETHERSTRIP 60V X 3070 LUM NTIONL GURD E SWEEP 00N X 36" LUM NTIONL GURD E DRIPCP 6 X 40" LUM NTIONL GURD DOORS 0B, 0B, 0C HRDWRE SET RESTROOM & SHELTER 465 E SPRING HINGE 50 USD6D 4.5 X 4.5 6D MCKINNEY MFG. CO E PRIVCY SET ML030 LWM M04 M7 630 CORBIN RUSSWIN E WLL STOP 409 US3D 3D ROCKWOOD E DOOR SILNCERS 609-GREY GREY ROCKWOOD E COT HOOK 796 US6D 6D SRGENT CONSULTNT: \\wdesignserver\w Design\Projects\465_City of Claremore - Will Rogers Park Restroom & Shelter\5. CONSTRUCTION DOCS\DRWINGS\ dwg, /7/05 :35:6 M, roger.mckee 4 DOOR HEDER DETIL SCLE: 3"='-0" 3 B WINDOW FRME TYPES SCLE: /4"='-0" 3 DOOR FRME TYPES SCLE: /4"='-0" 6 THRESHOLD DETIL SCLE: 3"='-0" 5 DOOR JMB DETIL SCLE: 3"='-0" DOOR TYPES SCLE: /4"='-0".5.05 DRWN BY: DGP

9 GENERL NOTES DESIGN PRMETERS DIVISION 3 - CONCRETE WOOD ROOF SHETHING /5/05 :58: PM C:\Dropbox (360 Engineering)\360 PLLC_Public\Jobfiles\W Design\5xxx_City of Claremore Will Rogers Park\0_Dwgs\0_Rvt\5xxx_City of Claremore Will Rogers Park.rvt.BUILDING CODE: 009 INTERNTIONL BUILDING CODE.DED LODS:. ROOF SELF WT OF MTERILS 3.LIVE LODS:. ROOF PSF (UNIFORM) 4.SNOW LODS:. GROUND SNOW LOD, Pg PSF 5.WIND LODS:. BSIC WIND SPEED (3 SECOND GUST) MPH B. IMPORTNCE FCTOR C. EXPOSURE CLSSIFICTION B D. INTERNL PRESSURE COEFFICIENT E. BSIC WIND PRESSURE (qh,unfctored) PSF G. DESIGN WIND PRESSURE ON EXTERIOR WLLS (C&C based on 00 sq.ft area) END ZONES, (3'-0") ; -5. PSF INTERIOR ZONES ; -3.6 PSF H. DESIGN UPLIFT PRESSURE ON ROOFS (C&C based on 00 sq.ft area) CORNER ZONES, (3'-0") PSF EDGE ZONES, (3'-0") PSF INTERIOR ZONES PSF 6.SEISMIC LODS:. SPECTRL RESPONSE CCELERTION (SHORT PERIOD), Ss B. SPECTRL RESPONSE CCELERTION (-SEC. PERIOD), S C. SPECTRL RESPONSE COEFFICIENT (SHORT PERIOD), Sds D. SPECTRL RESPONSE COEFFICIENT (-SEC. PERIOD), Sd E. SITE CLSS D F. IMPORTNCE FCTOR, I G. SEISMIC DESIGN CTEGORY B H. BSIC STRUCTURL SYSTEM ND SEISMIC RESISTING SYSTEM ORDINRY REINFORCED MSONRY SHER WLLS J. RESPONSE MODIFICTION FCTOR, R K. SYSTEM OVER-STRENGTH FCTOR, W L. DEFLECTION MPLIFICTION FCTOR, Cd M. NLYSIS PROCEDURE EQUIVLENT LTERL FORCE GENERL. STRUCTURL DRWINGS RE NOT STND-LONE DOCUMENTS ND RE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, RCHITECTURL, MECHNICL, ELECTRICL, ND DRWINGS FROM OTHER DISCIPLINES. THE CONTRCTOR SHLL COORDINTE LL REQUIREMENTS OF THE CONTRCT DOCUMENTS INTO THE SHOP DRWINGS ND FIELD WORK.. WHERE CONFLICT EXISTS MONG VRIOUS PRTS OF THE STRUCTURL CONTRCT DOCUMENTS, STRUCTURL DRWINGS, GENERL NOTES, ND SPECIFICTIONS, THE STRICTEST REQUIREMENTS, S INDICTED BY THE ENGINEER, SHLL GOVERN. 3. WHERE MEMBER LOCTIONS RE NOT SPECIFICLLY DIMENSIONED, THE FOLLOWING RULES SHLL PPLY:. COLUMNS RE CENTERED ON GRID LINES. B. FOOTINGS RE CENTERED BENETH COLUMNS. C. CONTINUOUS FOOTINGS RE CENTERED BENETH WLLS. D. FRMING MEMBERS RE EITHER LOCTED ON GRID LINES OR RE EQULLY SPCED BETWEEN LOCTED MEMBERS. 4. LL STRUCTURL ELEMENTS OF THE PROJECT HVE BEEN DESIGNED BY THE STRUCTURL ENGINEER TO RESIST THE REQUIRED CODE VERTICL ND LTERL FORCES THT COULD OCCUR IN THE FINL COMPLETED STRUCTURE ONLY. IT IS THE RESPONSIBILITY OF THE CONTRCTOR TO PROVIDE LL REQUIRED BRCING DURING CONSTRUCTION TO MINTIN THE STBILITY ND SFETY OF LL STRUCTURL ELEMENTS DURING THE CONSTRUCTION PROCESS UNTIL THE LTERL LOD RESISTING OR STBILITY-PROVIDING SYSTEM IS COPMLETELY INSTLLED ND THE STRUCTURE IS COMPLETELY TIED TOGETHER. 5. THE STRUCTURE HS BEEN DESIGNED FOR THE LODS IDENTIFIED WITHIN THESE STRUCTURL DRWINGS THT RE NTICIPTED TO BE PPLIED TO THE FINL STRUCTURE ONE COMPLETED ND OCCUPIED. THE CONTRCTOR SHLL NOT OVERLOD THE STRUCTURE DURING CONSTRUCTION. THE CONTRCTOR SHLL BE RESPONSIBLE FOR CHECKING THE DEQUCY OF THE STRUCTURE TO SUPPORT NY PPLIED CONSTRUCTION LODS, INCLUDING THOSE DUE TO CONSTRUCTION VEHICLES OR EQUIPMENT, MTERIL HNDLING OR STORGE, SHORING ND RESHORING, OR NY OTHER PROJECT IS LOCTED VERIFYING THE DEQUCY OF THE STRUCTURE FOR NY PROPOSED CONSTRUCTION LODS THT RE IN EXCESS OF THE STTED DESIGN LODS. THE STRUCTURL ENGINEER IS NOT RESPONSIBLE TO DESIGN OR CHECK THE STRUCTURE FOR LODS PPLIED TO THE STRUCTURE FOR NY CONSTRUCTION CTIVITY. 6. WEIGHTS OF MECHNICL EQUIPMENT SHOWN ON THE STRUCTURL PLNS RE FOR UNITS SPECIFIED BY THE MECHNICL ENGINEER. CONTRCTOR SHLL VERIFY WEIGHTS ND NY SUBSTITUTIONS THT RESULT IN INCRESED WEIGHT SHLL BE PPROVED BY THE STRUCTURL ENGINEER OF RECORD 7. THE SIZE ND LOCTION OF EQUIPMENT PDS ND PENETRTIONS THROUGH THE STRUCTURE FOR MECHNICL, ELECTRICL, ND PLUMBING WORK SHLL BE VERIFIED BY THE CONTRCTOR. OPENINGS ND PENETRTIONS NOT SPECIFICLLY SHOWN ON THE STRUCTURL DRWINGS SHLL BE SUBJECT TO PPROVL BY THE STRUCTURL ENGINEER OF RECORD. 8. PRIOR TO FBRICTION ND/OR ERECTION OF NY MTERILS, THE CONTRCTOR SHLL FIELD VERIFY LL PERTINENT EXISTING DIMENSIONS, ELEVTIONS, ND CONDITIONS ND SHLL REPORT NY DISCREPNCIES TO THE STRUCTURL ENGINEER OF RECORD OR THE RCHITECT IMMEDITELY UPON DISCOVERY. 9. BCKFILL BOTH SIDES OF LL FOUNDTION ND RETINING WLLS EQULLY UNTIL LOW SIDE IS UP TO FINISH GRDE. DO NOT BCKFILL NY WLLS UNTIL CONCRETE HS RECHED ITS SPECIFIED 8-DY COMPRESSIVE STRENGTH. 0 CONNECTIONS OF SYSTEMS DESIGNED BY THE CONTRCTOR S ENGINEER SUCH S, BUT NOT LIMITED TO, CLDDING, STIRS, ELEVTORS ND MEP LODS RE SSUMED TO IMPOSE VERTICL ND/OR HORIZONTL LODS ON THE BSE BUILDING STRUCTURL MEMBERS WITHOUT GENERTING TORSION IN THE SUPPORTING STRUCTURL MEMBERS. CONTRCTOR IS RESPONSIBLE FOR FURNISHING ND INSTLLING LL SUPPLEMENTRY BRCING MEMBERS S REQUIRED TO PREVENT TORSION ON THE BSE BULIDING STRUCTURE.. NY MTERILS OR PRODUCTS SUBMITTED FOR PPROVL THT RE DIFFERENT FROM THE MTERIL OR PRODUCTS SPECIFIED IN THE STRUCTURL CONTRCT DOCUMENTS WILL BE PPROVED ONLY IF THE FOLLOWING CRITERI RE STISFIED:. COST SVINGS TO THE OWNER IS DOCUMENTED ND SUBMITTED WITH THE REQUEST. B. THE MTERIL OR PRODUCT HS BEEN PPROVED BY THE INTERNTIONL CODE COUNCIL (ICC) ND THE ICC REPORT IS SUBMITTED WITH THE REQUEST.. THE ENGINEER SHLL NOT HVE CONTROL NOR CHRGE OF, ND SHLL NOT BE RESPONSIBLE FOR, CONSTRUCTION MENS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SFETY PRECUTIONS ND PROGRMS IN CONNECTION WITH THE WORK, FOR THE CTS OR MISSION OF THE CONTRCTOR, SUBCONTRCTOR, OR NY OTHER PERSONS PERFORMING NY OF THE WORK, OR FOR THE FILURE OF NY OF THEM TO CRRY OUT THE WORK IN CCORDNCE WITH THE CONTRCT DOCUMENTS. 3. PERIODIC SITE OBSERVTION BY FIELD REPRESENTTIVES OF 360 ENGINEERING GROUP, LLC. IS SOLELY FOR THE PURPOSE OF BECOMING GENERLLY FMILIR WITH THE PROGRESS ND QULITY OF THE WORK COMPLETED ND DETERMINING, IN GENERL, IF THE WORK OBSERVED IS BEING PERFORMED IN MNNER INDICTING THT THE WORK, WHEN FULLY COMPLETED, WILL BE IN CCORDNCE WITH THE STRUCTURL CONTRCT DOCUMENTS. THIS LIMTED SITE OBSERVTION SHOULD NOT BE CONSTRUED S EXHUSTIVE OR CONTINUOUS TO CHECK THE QULITY OR QUNTITY OF THE WORK, BUT RTHER PERIODIC IN N EFFORT TO GURD THE OWNER GINST DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRCTOR. DIVISION - FOUNDTIONS. FOUNDTIONS HVE BEEN DESIGNED FOR N SSUMED LLOWBLE BERING PRESSURE OF 000 PSF. VERIFY PRIOR TO CONSTRUCTION.. EXTERIOR PERIMETER FOOTINGS SHLL BER NOT LESS THN 4 INCHES BELOW FINISH GRDE. 3. FILL MTERIL SHOULD BE SELECT MTERIL COMPOSED OF NON-PLSTIC TO FIRLY LOW PLSTICITY SNDY CLY, CLYEY SND, WELL-GRDED SND, SILTY SND, OR WELL GRDED GRVEL MEETING THE FOLLOWING REQUIREMENTS: ) MINIMUM OF 00 PERCENT FINER THN 3-INCH SIEVE; ) MINIMUM 5 PERCENT FINER THN NO. 00 SIEVE; 3) MXIMUM LIQUID LIMIT OF 40; ND 4) PLSTICITY INDEX RNGE BETWEEN 5 ND LL FILL MTERIL SHOULD BE PLCED IN CONTINUOUS, HORIZONTL LIFTS HVING MXIMUM PRE-COMPCTED THICKNESS OF 9 INCHES. ECH LIFT SHOULD BE COMPCTED TO T LEST 95% OF THE MXIMUM DRY DENSITY ND WITHIN +/- PERCENTGE POINTS OF THE OPTIMUM MOISTURE CONTENT S DETERMINED BY STNDRD PROCTOR (STM D 698). 5. PROVIDE MINIMUM OF 4-INCH CLEN, FREE-DRINING GRNULR SUBBSE FILL BELOW LL INTERIOR SLBS-ON-GRDE UNLESS NOTED OR DETILED OTHERWISE. SUBBSE SHLL MEET GRDTION REQUIREMENTS OF STM C-33 SIZE NO. 67, UNLESS SPECIFICLLY NOTED OTHERWISE. 6. EXTERIOR FOOTINGS FOR STIRS ND RMPS SHLL BER T OR BELOW MINIMUM BERING DEPTH. 7. FOUNDTION WLLS SHLL HVE DEQUTE TEMPORRY BRCING INSTLLED BY THE CONTRCTOR BEFORE BCKFILL IS PLCED GINST THEM. TEMPORRY BRCING SHLL NOT BE REMOVED UNTIL WLL IS PERMNENTLY BRCED.. LL CONCRETE SHLL CONFORM TO THE SPECIFICTIONS FOR STRUCTURL CONCRETE, CI 30.. CONTRCTOR SHLL FOLLOW CI 306. FOR COLD WETHER CONCRETE PLCEMENT ND CURING GUIDELINES. 3. RRNGEMENTS ND DETIL OF REINFORCING BENDS SHLL BE IN CCORDNCE WITH THE LTEST EDITION OF PUBLICTION SP-66, "CI DETILING MNUL" ND CI 38, "BUILDING CODE REQUIREMENTS FOR STRUCTURL CONCRETE." 4. UNLESS NOTED OTHERWISE, BR SPLICES SHLL BE CLSS B TENSION LPS ND SHLL BE LPPED WITH MINIMUM LENGTHS S LISTED IN THE LP LENGTH SCHEDULE, WHERE REQUIRED IN REINFORCING. SHORTER LPS MY BE CCEPTBLE IF SPECIFIC LOCTIONS OF LTERNTE LPS RE SHOWN ON THE REINFORCING PLCEMENT DRWINGS ND CLCULTIONS RE SUBMITTED BY REGISTERED PROFESSIONL ENGINEER, LICENSED TO PRCTICE IN THE STTE IN WHICH THE PROJECT IS LOCTED, JUSTIFYING THE LTERNTE LP LENGTHS. 5. PROVIDE SUITBLE WIRE SPCERS, CHIRS, TIES, ETD. FOR SUPPORTING REINFORCING STEEL IN THE PROPER POSITION BEFORE PLCING CONCRETE. DO NOT "WET STICK" DOWELS. 6. LL WELDED WIRE FBRIC SHLL BE LPPED MINIMUM OF " T THE SIDES ND ENDS. 7. LOCTIONS ND SIZES OF OPENINGS, SLEEVES, ETC. REQUIRED FOR OTHER TRDES MUST BE VERIFIED BY THESE TRDES BEFORE PLCING CONCRETE. 8. LL SLOTS, SLEEVES, TRENCHES ND OTHER EMBEDDED ITEMS SHLL BE SET ND SECURED GINST MOVEMENT BEFORE THE CONCRETE IS PLCED. SEE RCHITECTURL, ELECTRICL, MECHNICL, PLUMBING, ND VENDOR DRWINGS FOR SIZES, ND LOCTIONS. COORDINTE LOCTIONS, SPCINGS, ND SIZES WITH THE STRUCTURL ENGINEER OF RECORD PRIOR TO PLCING CONCRETE. 9. S PRT OF THE SUBMITTL PROCESS, THE ELECTRICL ND MECHNICL CONTRCTOR(S) SHLL SUBMIT PROPOSED ROUTING PLN FOR LL PIPES, CONDUITS, OR OTHER DEVICES TO BE EMBEDDED IN THE CONCRETE. THE SUBMITTL SHLL SHOW SPECIFIC SIZES ND LOCTIONS OF LL PROPOSED EMBED ITEMS REFERENCING PROXIMITY TO BEM, COLUMN, ND SLB EDGES. NO ITEMS SHLL BE LLOWED TO BE EMBEDDED IN THE CONCRETE WITHOUT PRIOR WRITTEN PPROVL FROM THE STRUCTURL ENGINEER OF RECORD. 0. CONDUITS ND PIPES EMBEDDED IN CONCRETE SLBS MY BE NO LRGER THN /3 OF THE SLB THICKNESS (BSED ON THE MXIMUM OUTSIDE DIMETER) ND SHLL HVE CENTER-TO-CENTER SPCING NO LESS THN THREE (3) CONDUIT DIMETERS. REGRDLESS OF DIMETER, THE MINIMUM CLER SPCING BETWEEN CONDUITS OR REINFORCING SHLL BE () INCH.. NO MORE THN FOUR CONDUITS MY BE PLCED DJCENT TO ECH OTHER WITHOUT PRIOR PPROVL IN WRITING FROM THE STRUCTURL ENGINEER OF RECORD.. NO LUMINUM CONDUITS, DEVICES, OR FIXTURES MY BE EMBEDDED INTO THE CONCRETE SO THT THE LUMINUM IS IN DIRECT CONTCT WITH THE CONCRETE. 3. CORNER BRS SHLL BE PROVIDED FOR LL HORIZONTL REINFORCING BRS T THE INTERSECTIONS ND CORNERS OF LL STRIP FOOTINGS, BEMS, ND WLLS UNLESS NOTED OTHERWISE. CORNER BRS SHLL BE OF THE SME SIZE ND GRDE S THE HORIZONTL REINFORCING THEY CONNECT. MINIMUM LP LENGTHS SHLL BE S INDICTED BOVE UNLESS NOTED OTHERWISE. 4. FOR EXTERIOR RETINING WLLS ND BUILDING STEM WLLS EXPOSED TO VIEW CROSS THE LENGTH OF WLL, PROVIDE FORMED "V" CONTROL JOINTS T 5'-0" OC MX. BR SIZE #3 #4 #5 #6 #7 #8 #9 REQUIRED CONCRETE STRENGTHS (8 DY) CONCRETE ELEMENT REINFORCEMENT COVER REQUIREMENTS LOCTION COVER (IN) COLUMNS, GIRDERS, ND BEMS / CONCRETE CST GINST ERTH 3 CONCRETE CST IN FORMS, EXPOSED TO WETHER OR ERTH CONCRETE CST ON VOID FORMS WITH MSONITE OR PLYWOOD COVERING JOISTS / SLBS OR WLLS NOT EXPOSED TO ERTH OR WETHER f'c (PSI) FOOTINGS ND STEM WLLS 3,000 INTERIOR SLBS-ON-GRDE 3,500 EXTERIOR EXPOSED CONCRETE (IR ENTRINED) 4,000 WLLS 4,000 TYP REINFORCING LP LENGTHS FOR SPLICES REINF ELEMENT WELDED ND BENT REINF TOP BRS** '-5" '-" '-4" '-0" 4'-7" 5'-0" 7'-" WELDED WIRE REINFORCING, SMOOTH WELDED WIRE REINFORCING, DEFORMED DIVISION 4 - MSONRY OTHER '-4" '-5" '-0" '-" 3'-7" 4'-6" 5'-6" REINFORCEMENT MTERILS STM * BSED ON MINIMUM CONCRETE COVER OF /", MINIMUM CENTER-TO-CENTER BR SPCING OF THREE BR DIMETERS, ND 3,000 PSI CONCRETE. ** TOP BRS RE HORIZONTL BRS WITH MORE THN () INCHES OF CONCRETE CST BELOW BRS.. MSONRY REQUIRES SPECIL INSPECTION. RE: SPECIFICTIONS.. MSONRY DESIGN IS BSED UPON MINIMUM COMPRESSIVE STRENGTH OF f'm=,500 PSI, ESTBLISHED IN CCORDNCE WITH THE UNIT STRENGTH METHOD. 3. MSONRY UNITS SHLL HVE NET RE COMPRESSIVE STRENGTH OF,900 PSI. 4. MORTR SHLL BE TYPE "S" MORTR. 5. GROUT SHLL HVE MINIMUM COMPRESSIVE STRENGTH OF,000 PSI T 8 DYS. Fy (KSI) Fu (KSI) LL ROOF SHETHING SHLL BE PLCED IN SUCH MNNER TO STGGER LL END JOINTS OF PNELS ND WITH LONG DIRECTION PERPENDICULR TO SUPPORTS. LUMINUM PNEL CLIPS SHLL BE PLCED T MID-SPN OF PNELS BETWEEN ECH TRUSS S DECKING IS BEING LID. INSTLLER SHLL LEVE /8" SPCE T LL PNEL EDGES ND END JOINTS, UNLESS OTHERWISE RECOMMENDED BY MNUFCTURER.. FSTENING REQUIREMENTS FOR DECKING TO SUPPORTS SHLL BE IN COMPLINCE WITH THE MERICN PLYWOOD SSOCITION'S (P) RECOMMENDED MINIMUM FSTENING SCHEDULE FOR P PNEL ROOF (OR WLL) SHETHING S STTED HEREIN. SEE ROOF FRMING PLN FOR ROOF SHETHING FSTENING REQUIREMENTS. CLIPS ND FSTENERS SHLL BE CORROSION RESISTNT. 3. COVER SHETHING S SOON S POSSIBLE WITH ROOFING FELT FOR PROTECTION GINST EXCESSIVE MOISTURE PRIOR TO ROOFING PPLICTION. PROTECTION MTERIL MUST BE PPROVED BY I.C.C. ND FOLLOW OTHER REQUIRED LOCL CODE GENCIES. 4. UNLESS NOTED OTHERWISE, PLYWOOD STRUCTURL PNELS NOTED ON THE DRWINGS SHLL CONFORM TO U.S. DEPRTMENT OF COMMERCE VOLUNTRY PRODUCT STNDRDS, PS, STRUCTURL PLYWOOD (DOC PS ), OR PS, PERFORMNCE STNDRD FOR WOOD-BSED STRUCTURL-USE PNELS (DOC PS ), ND TO BE IDENTIFIED BY THE MRK OF N PPROVED TESTING ND GRDING GENCY. WOOD FRMING. LL WOOD PLTES BERING ON CONCRETE OR MSONRY SHLL BE PRESSURE TRETED LUMBER.. LL METL CONNECTORS SHLL MEET THE FOLLOWING:. CLIPS ND FSTENERS SHLL BE CORROSION RESISTNT. B. RTED TO PROVIDE LOD RESISTNCE EQUL TO CLIP SHOWN ON THE PLNS. C. PPROVED BY I.C.C. ND OTHER REQUIRED LOCL CODE GENCIES. D. INSTLLED S RECOMMENDED BY THEIR MNUFCTURER. 3. LL WOOD TRUSSES OR JOIST ND RFTERS SHLL BE FSTENED TO TOP PLTE WITH ONE () SIMPSON H3 ND ONE () SIMPSON 34 METL CLIP OR PPROVED EQUL, UNO. 4. FOLLOW MNUFCTURER'S RECOMMENDTIONS FOR FSTENING OF HNGERS IN ORDER TO CHEIVE THE REQUIRED LLOWBLE LODS SHOWN ON THE PLNS. WHERE REQUIRED LLOWBLE LODS RE NOT SHOWN, USE THE MXIMUM RTED STRENGTH OF THE HNGER. 5. WHEN CONNECTORS RE NOT SHOWN, TBLE FSTENING SCHEDULE OF THE INTERNTIONL BUILDING CODE SHLL PPLY. 6. WHEN HEDERS RE NOT SHOWN, TBLE ND HEDER DESIGN CHRT OF THE INTERNTIONL BUILDING CODE SHLL PPLY. 7. PROVIDE SUPPLEMENTL STRUCTURL FRMING ND BLOCKING S REQUIRED TO CHEIVE SOLID ND SOUND STRUCTURL ND NON-STRUCTURL ELEMENTS USING CCEPTED FRMING PRCTICES. 8. MINIMUM WOOD FRMING MTERIL SPECIFICTIONS RE S FOLLOWS:. FRMING -4 INCHES THICK, INCHES DN WIDER, DOUGLS FIR SOUTH # PER 005 NDS. Fb = 850 PSI (SINGLE MEMBER USE). Ft = 55 PSI 3. Fc = 350 PSI (PRLLEL TO GRIN) 4. Fc = 50 PSI (PERPENDICULR TO GRIN) 5. Fv = 80 PSI 6. E =,00,000 PSI B. LMINTED STRND LUMBER (LSL). Fb = 35 PSI. Ft = 070 PSI 3. Fc = 70 PSI (PRLLEL TO GRIN) 4. Fc = 900 PSI (PERPENDICULR TO GRIN) 5. Fv = 30 PSI 6. E =,550,000 PSI C. LMINTED VENEER LUMBER (LVL). Fb =,600 PSI. Ft = 555 PSI 3. Fc = 50 PSI (PRLLEL TO GRIN) 4. Fc = 750 PSI (PERPENDICULR TO GRIN) 5. Fv = 85 PSI 6. E =,900,000 PSI WOOD TRUSSES. LL MEMBERS SHLL BE CUT FROM LUMBER WHICH BERS THE PROPER GRDE-MRK STMP OF RECOGNIZED GRDING SSOCITION OR LICENSED LUMBER INSPECTION GENCY.. NO LUMBER SHLL BE USED WHICH DOES NOT PPER TO CONFORM TO THE PROPER DIMENSION ND/OR GRDES. 3. WOOD TRUSSES RE TO BE DESIGNED NIL PLTE TRUSSES IN CCORDNCE WITH THE GUIDELINES OF THE TRUSS PLTE INSTITUTE. TRUSS CONNECTOR PLTES SHLL BE MNUFCTURED FROM ONLY PRIME, COMMERCIL QULITY GLVNIZED STEEL OF NO LESS THN 0-GUGE THICKNESS, WHICH HS MINIMUM YIELD STRENGTH OF 33 KSI ND MINIMUM ULTIMTE TENSILE STRENGTH OF 58 KSI. CORROSION RESISTNT COTING SHLL BE -/4 OZ. PER SQURE FOOT, COMMERCIL CLSS HOT-DIPPED GLVNIZED OR EQUIVLENT. 4. HNGERS FOR WOOD MEMBERS SHLL BE S MNUFCTURED BY "SIMPSON STRONG TIE COMPNY" OR EQUL. SIZES ND THICKNESS OF MTERIL TO BE DETERMINED BY THE LODING CONDITIONS S DETERMINED BY THE TRUSS ENGINEER. 5. DEFLECTIONS SHLL BE LIMITED TO L/360 FOR BOTH INDIVIDUL MEMBERS ND TRUSSES. LL WOOD MEMBERS SHLL HVE MINIMUM WIDTH OF -/ WITH MINIMUM DEPTH OF 3-/. 6. ECH TRUSS SHLL BE PERMNENTLY STMPED WITH THE NME ND DDRESS OF THE TRUSS FBRICTOR. 7. EXCT TRUSS WEB ND CHORD SIZES (SEE BOVE FOR MINIMUMS) ND LYOUTS RE TO BE DETERMINED BY THE MNUFCTURER. TRUSS MNUFCTURER TO DESIGN ND FURNISH LL TEMPORRY ND PERMNENT TRUSS BRCING REQUIRED FOR STBILITY UNDER THE IMPOSED WIND ND SEISMIC FORCES PER THE DESIGN CRITERI IN THESE GENERL NOTES S WELL S LODING CONDITIONS DURING CONSTRUCTION. 8. LL PERMNENT BRCING REQUIRED T TOP ND BOTTOM CHORDS, VERTICLS ND DIGONLS SHLL BE CLERLY DETILED ON THE SHOP DRWINGS ND SHLL BE INSTLLED BY THE CONTRCTOR S DETILED ON SHOP DRWINGS. THE CONTRCTOR SHLL TKE GRET CRE IN ERECTION THE TRUSSES ND SHLL PROVIDE SUFFICIENT TEMPORRY BRCING TO PREVENT COLLPSE DURING ERECTION. THE STRUCTURE SHOULD NOT BE CONSIDERED STBLE UNTIL LL STRUCTURL ELEMENTS HVE BEEN CONNECTED IN PLCE. 9. DURING ENTIRE CONSTRUCTION PERIOD LL CONTRCTORS SHLL PROVIDE MENS FOR DEQUTE DISTRIBUTION OF CONCENTRTED LODS SO THT THE CRRYING CP NY ONE TRUSS ND/OR OTHER COMPONENT IS NOT EXCEEDED. 0. THE TRUSS SUPPLIER SHLL SUBMIT CLCULTIONS ND DETILED SHOP DRWINGS FOR LL TRUSSES TO RCHITECT FOR REVIEW BEFORE FBRICTION IS BEGUN. CLCULTIONS ND SHOP DRWINGS SHLL BE STMPED ND SIGNED BY REGISTERED PROFESSIONL ENGINEER, LICENSED TO PRCTICE IN THE STTE IN WHICH THE PROJECT IS LOCTED. SHOP DRWINGS SHLL CLERLY INDICTE MEMBER SIZES, THICKNESSES OF MTERIL, MEMBER DESIGN FORCES, ND MEMBER END CONNECTION DETILS ND LENGTHS.. THE TRUSS MNUFCTURER SHLL DESIGN TRUSSES TO MEET THE OUTLINE DIMENSION(S) SHOWN ON THE DRWINGS ND THE DESIGN LODS NOTED. WEB MEMBERS SHLL BE DESIGNED ND CONFIGURED TO COORDINTE WITH THE MINIMUM REQUIRED OPENINGS FOR IR DUCTS ND OTHER EQUIPMENT SHOWN ON THE MECHNICL DRWINGS. LSO COORDINTE WITH THE RCHITECTURL DRWINGS FOR NY DIMENSIONS, LYOUTS, CONFIGURTIONS, CLER TTIC SPCE, OR OTHER INFORMTION NOT SHOWN ON THE STRUCTURL DRWINGS.. WOOD ROOF TRUSSES. T LL MULTIPLE MEMBER TRUSS GIRDERS, THE TRUSS SUPPLIER SHLL INCLUDE S PRT OF HIS DESIGN ND SHOP DRWINGS METL HOLD- DOWN CPBLE OF RESISTING THE NET UPLIFT OF ECH TRUSS GIRDER ND THE CONTRCTOR SHLL SUPPLY ND INSTLL THESE HOLD-DOWNS. B. TRUSS FBRICTOR ENGINEER SHLL COMPUTE VRIBLE DIMENSIONS FOR SKEWED, GRDUTED, OR OTHER TRUSSES SPCED S INDICTED ON THE DRWINGS. C. WIND LOD FROM NY DIRECTION IN CCORDNCE WITH SCE 7 ND THE DESIGN CRITERI IN THESE GENERL NOTES, INCLUDING LL CLCULTED UPLIFTS, SHLL BE INCLUDED IN THE DESIGN. LLOWBLE STRESSES MY BE INCRESED 33% FOR LOD COMBINTIONS INCLUDING WIND LOD, S LLOWED BY THE INTERNTIONL BUILDING CODE. D. MINIMUM ROOF LODING TO BE IN CCORDNCE WITH INTERNTIONL BUILDING CODE, BUT NOT LESS THN THE FOLLOWING: - TOP CHORD LIVE LOD 0 PSF - TOP CHORD GROSS WIND UPLIFT PER LOD CRITERI - TOP CHORD DED LOD 5 PSF - TRUSS SELF-WEIGHT DED LOD PER TRUSS MNUFCTURER - BOTTOM CHORD DED LOD 5 PSF 3. IN DDITION THE TRUSS DESIGNER SHLL LLOW FOR LL OTHER DED LODS INDICTED, NOTED, OR DETILED ON THE PLNS, INCLUDING THE WEIGHT OF VLLEY TRUSS SETS OR OTHER RISED FRMING, S WELL S SNOW LODS ND SNOW DRIFTING LODS wdesign RCHITECTURE & INTERIORS 53 E. 5th Street, Suite N SED LICE PROFES SIONL ELIS R. JOHNNSSON 349 OK L HOM ENGINEER 434 /5/5 RESTROOM & SHELTER 360 Engineering Group, PLLC 66 East 5th Street, Suite C Tulsa, OK Certificate of uthorization: OK #5996 EXP GENERL NOTES S00

10 GENERL NOTES DIVISION 5 - STRUCTURL STEEL SPECIL INSPECTIONS. STRUCTURL STEEL SHLL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS: YIELD STM SPEC.. WIDE FLNGE SHPES KSI 99 B. OTHER SHPES, BRS, PLTES ND RODS KSI 36 C. STRUCTURL STEEL TUBING KSI 500, GRDE B D. STRUCTURL STEEL PIPE KSI 53, TYPE E, GRDE B E. NCHOR RODS KSI F554 F. HEDED STUD NCHORS KSI 08 (GRDE DESIGNTIONS INCLUSIVE). BOLTS FOR STEEL BEM ND COLUMN CONNECTIONS SHLL BE 3/4" DIMETER STM 35 HIGH-STRENGTH BOLTS INSTLLED SNUG TIGHT, UNO. 3. WHERE FIELD ND SHOP WELDS RE INDICTED ON THE DRWINGS, THEY SHLL BE THE SIZE ND TYPE NOTED. LL WELDING OF STRUCTURL STEEL SHLL BE DONE IN CCORDNCE WITH LTEST EDITION OF WS D. CORRESPONDING TO THE ISC SPECIFICTION USED, ND LL WELDS INCLUDING FIELD WELDS SHLL BE MDE BY CERTIFIED WELDERS USING E70XX ELECTRODES. 4. WHERE FILLED WELD SIZES RE NOT INDICTED ON WELD SYMBOLS, FILLET SIZE SHLL BE /6TH INCH SMLLER THN THICKNESS OF THINNER MTERILS BEING JOINED. 5. COMPLETE PENETRTION WELDS RE INDICTED BY NOTTION "CP" ON WELD SYMBOLS, PRTIL PENETRTION BY "PP". 6. PROVIDE DOUBLE NUTS ND DOUBLE WSHERS FOR STEEL COLUMN NCHOR BOLTS TO LLOW FOR DJUSTMENT IN BSE PLTE ELEVTION. 7. COMPOSITE CONSTRUCTION STEEL BEMS ND GIRDERS DO NOT REQUIRE SHORING. 8. STUD CONNECTORS FOR COMPOSITE BEMS ND GIRDERS SHLL BE 3/4" DI. X 3 3/4" ND SHLL BE WELDED THROUGH METL DECK DIRECTLY TO THE STEEL MEMBER. 9. STUD SPCING ON COMPOSITE BEMS ND GIRDERS SHLL NOT BE LESS THN 4 /" LONG THE LENGTH OF NY MEMBER ND SHLL NOT EXCEED 3". MINIMUM STUD SPCING CROSS THE WIDTH OF NY FLNGE SHLL NOT BE LESS THN 3". 0. DO NOT PINT SURFCES WHICH RECEIVE WELDED STUDS.. EXPOSED STEEL LBELED S RCHITECTURLLY EXPOSED STEEL REQUIRES HIGHER TOLERNCES FOR CONSTRUCTION. REFER TO SPECIFICTIONS SECTION 0500 FOR REQUIREMENTS. FLRE BEVEL WELDS FOR RCHITECTURLLY EXPOSED TUBE SHPED SECTIONS SHLL BE BEVELED 45 DEGREES, WELDED ND GRINDED SMOOTH.. LL STEEL MEMBERS NOTED OR INDICTED ON PLNS, ELEVTIONS, SECTIONS OR DETILS SHLL BE SHOP ROLLED BY THE STEEL FBRICTOR. SHOP DRWINGS SHLL INDICTED CURVTURE DT ND FULL PENETRTION SPLICE LOCTIONS. 3. REFERENCE SPECIFICTIONS FOR MISC. STEEL REQUIREMENTS NOT SHOWN ON STRUCTURL PLNS. 4. TOUCH UP LL FIELD WELDS ON GLVNIZED SURFCES WITH GLVNIZING REPIR PINT. 5. THE GENERL CONTRCTOR SHLL BE RESPONSIBLE FOR INCLUDING THE COSTS FOR LL MISCELLNEOUS STEEL IN THEIR BID, REGRDLESS OF WHETHER THOSE ITEMS RE INDICTED ON THE STRUCTURL DRWINGS. THESE COSTS SHLL INCLUDE, BUT NOT LIMITED TO, MISCELLNEOUS STEEL ITEMS SHOWN ON RCHITECTURL, CIVIL, MECHNICL, PLUMBING, ND ELECTRICL DRWINGS. 6. UNLESS DETILED OTHERWISE OR RECTIONS RE INDICTED, BEM CONNECTIONS SHLL BE SELECTED TO SUPPORT ONE-HLF THE TOTL UNIFORM LOD CPCITY SHOWN IN THE "LLOWBLE UNIFORM LOD TBLES" IN PRT OF THE ISC STEEL CONSTRUCTION MNUL, 3TH EDITION, FOR THE GIVEN BEM SIZE, SPN ND STEEL SPECIFICTION OR FOR THE BEM RECTION SHOWN ON THE DRWINGS, WHICHEVER IS GRETER. THE MINIMUM BEM CONNECTION SHLL NOT BE SMLLER THN THOSE LISTED IN TBLES 0- ND 0- OF THE ISC STEEL CONSTRUCTION MNUL, 3TH EDITION, FOR THE GIVEN BEM DEPTH, BOLT DIMETER ND WELD SPECIFICTION. 7. THE FBRICTOR SHLL BE RESPONSIBLE FOR THE DESIGN ND DEQUCY OF LL CONNECTIONS THT RE NOT DESIGNED OR FULLY DETILED ON THE CONTRCT DOCUMENTS. SHOP DRWINGS, DEPICTING THE CONFIGURTIONS ND FBRICTION DETILS, LONG WITH CLCULTIONS, SELED BY REGISTERED PROFESSIONL ENGINEER, LICENSED TO PRCTICE IN THE STTE IN WHICH THE PROJECT IS LOCTED; SHLL BE SUBMITTED TO THE STRUCTURL ENGINEER OF RECORD FOR REVIEW. 8. UNLESS OTHERWISE INDICTED, BEM RECTIONS SHOWN ON THE PLNS RE DESIGN SERVICE LEVEL (SD) GRVITY (DED LOD PLUS LIVE LOD) SHER LODS. NY XIL OR OTHER LODS REQUIRED MUST BE CONSIDERED IN DDITION TO THE VERTICL RECTIONS SHOWN. 9. THE MINIMUM DESIGN LOD FOR NY CONNECTION SHLL BE 6 KIPS (SD) OR 0 KIPS (LRFD), REGRDLESS OF THE BEM RECTION(S) SHOWN ON THE PLNS. 0. STEEL FRMES RE NON SELF-SUPPORTING ND COLUMN NCHOR RODS RE DESIGNED FOR COMPLETED CONDITION ONLY. METL ROOF DECK, BEM- TO-COLUMN MOMENT CONNECTIONS, PORTL FRMES, ND DIGONL BRCES RE REQUIRED TO PROVIDE LTERL STBILITY FOR THE FRME ND BUILDING. THIS INCLUDES RESSISTNCE TO WIND ND SEISMIC FORCES DURING ND FTER CONSTRUCTION. THE CONTRCTOR SHLL PROVIDE LL TEMPORRY BRCING REQUIRED TO MINTIN STBILITY UNTIL THE LTERL FORCE RESISTING SYSTEM FOR THE BUILDING IS COMPLETE.. STIR SUPPLIER TO PROVIDE POST/HNGER SUPPORTS T INTERMEDITE LNDINGS S REQUIRED. POST/HNGERS RE TO CONCENTRICLLY LOD BEMS.. T ROOF CCESS LDDERS, PROVIDE () C6X0. VERTICLS IN STUD WLL. SEE RCH FOR LOCTIONS. 3. FIELD CUTTING, DRILLING OR OTHER MODIFICTION OF STRUCTURL STEEL COMPONENTS IS NOT PERMITTED WITHOUT WRITTEN PPROVL OF THE STRUCTURL ENGINEER OF RECORD. WHERE BEM PENETRTIONS CNNOT BE VOIDED OR WHERE CUTTING IS REQUIRED, THE CONTRCTOR SHLL SUBMIT TO THE STRUCTURL ENGINEER OF RECORD LL PERTINENT INFORMTION INCLUDING PENETRTION SHPE, SIZE, LOCTION ND METHOD OF CUTTING OPENINGS. SUBMITTLS. TRNSMIT SUBMITTLS SUFFICIENTLY IN DVNCE OF RELTED CONSTRUCTION CTIVITIES TO VOID UNNECESSRY DELY. THE STRUCTURL ENGINEER OF RECORD MY WITHHOLD CTION ON SUBMITTL REQUIRING COORDINTION WITH OTHER SUBMITTLS UNTIL LL RELTED SUBMITTLS RE RECEIVED.. THE GENERL CONTRCTOR SHLL SUBMIT ONE ELECTRONIC PORTBLE DOCUMENT FORMT (PDF) COPY OF LL REQUIRED SUBMITTLS THROUGH THE RCHITECT FOR REVIEW. THE ELECTRONIC COPY WILL BE MRKED UP BY THE STRUCTURL ENGINEER OF RECORD. ONE COPY WILL BE KEPT BY THE STRUCTURL ENGINEER OF RECORD ND N DDITIONL COPY WILL BE RETURNED TO THE RCHITECT. THE RCHITECT WILL KEEP ONE COPY ND RETURN COPY TO THE CONTRCTOR. THE CONTRCTOR WILL MKE DDITIONL COPES S REQUIRED. 3. THE GENERL CONTRCTOR SHLL SUBMIT, FOR ENGINEER REVIEW, SHOP DRWINGS FOR THE FOLLOWING ITEMS:. CONCRETE MIX DESIGNS (3) B. CONSTRUCTION JOINT LOCTIONS IN STRUCTURL FLOORS, WLLS ND SLBS-ON-GRDE. C. REINFORCING STEEL D. STRUCTURL STEEL: SHOP ND ERECTION DRWINGS () E. ENGINEERING WOOD ROOF TRUSSES () NOTES: () SHLL BE SELED BY REGISTERED PROFESSIONL ENGINEER IN THE STTE WHERE THE PROJECT IS LOCTED PER THE PROJECT SPECIFICTIONS () SHLL BE SUBMITTED TO THE ENGINEER FOR RECORD ONLY ND WILL NOT RECEIVE THE ENGINEER'S SHOP DRWING STMP. (3) SHLL BE SUBMITTED TO THE ENGINEER ND THE OWNER'S TESTING GENCY FOR REVIEW. (4) ITEM IS DEFERRED SUBMITTL WHICH HS NOT BEEN COMPLETE ND IS TO BE SUBMITTED TO THE BUILDING OFFICIL ND PPROVED PRIOR TO INSTLLTION. THE MNUFCTURER, CONSULTNT, OR CONTRCTOR, S PPROPRITE SHLL PROVIDE SUBMITTLS TO THE ENGINEER OF RECORD FOR REVIEW. 4. LL SHOP DRWINGS MUST BE REVIEWED ND ELECTRONICLLY STMPED BY THE GENERL CONTRCTOR PRIOR TO SUBMITTL. SPECIL INSPECTION ND VERIFICTION OF SOILS REFERENCE IBC 009, TBLE VERIFICTION ND INSPECTION TSK CONTINUOUS PERIODIC VERIFY MTERILS BELOW SHLLOW FOUNDTIONS RE DEQUTE TO CHIEVE THE DESIGN BERING CPCITY. VERIFY EXCVTIONS RE EXTENDED TO PROPER DEPTH ND HVE RECHED PROPER MTERIL. PERFORM CLSSIFICTION ND TESTING OF COMPCTED FILL MTERILS. VERIFY USE OF PROPER MTERILS, DENSITIES ND LIFT THICKNESSES DURING PLCEMENT ND COMPCTION OF COMPCTED FILL. PRIOR TO PLCEMENT OF COMPCTED FILL, OBSERVE SUBGRDE ND VERIFY THT SITE HS BEEN PREPRED PROPERLY. LEVEL SPECIL INSPECTION ND VERIFICTION OF MSONRY CONSTRUCTION REFERENCE IBC 009, TBLE VERIFICTION ND INSPECTION TSK CONTINUOUS PERIODIC COMPLINCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS ND THE PPROVED SUBMITTLS SHLL BE VERIFIED. VERIFICTION OF f'm ND f'aac PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICLLY EXEMPTED BY THIS CODE. VERIFICTION OF SLUMP FLOW ND VSI S DELIVERED TO THE SITE FOR SELF- CONSOLIDTING GROUT. S MSONRY CONSTRUCTION BEGINS, THE FOLLOWING SHLL BE VERIFIED TO ENSURE COMPLINCE: ) PROPORTIONS OF SITE-PREPRED MORTR. B) CONSTRUCTION OF MORTR JOINTS. C) LOCTION OF REINFORCEMENT, CONNECTORS, PRESTRESSING TENDONS ND NCHORGES. D) PRESTRESSING TECHNIQUE. E) GRDE ND SIZE OF PRESTRESSING TENDONS ND NCHORGES. DURING CONSTRUCTION THE INSPECTION PROGRM SHLL VERIFY: ) SIZE ND LOCTION OF STRUCTURL ELEMENTS. B) TYPE, SIZE ND LOCTION OF NCHORS, INCLUDING OTHER DETILS OF NCHORGE OF MSONRY TO STRUCTURL MEMBERS, FRMES OR OTHER CONSTRUCTION. C) SPECIFIED SIZE, GRDE ND TYPE OF REINFORCEMENT, NCHOR BOLTS, PRESTRESSING TENDONS ND NCHORGES. D) WELDING REINFORCING BRS E) PREPRTION, CONSTRUCTION ND PROTECTION OF MSONRY DURING COLD WETHER (TEMPERTURE BELOW 40 DEGREES F) OR HOT WETHER (TEMPERTURE BOVE 90 DEGREES F) F) PPLICTION ND MESUREMENT OF PRESTRESSING FORCE. PRIOR TO GROUTING, THE FOLLOWING SHLL BE VERIFIED TO ENSURE COMPLINCE: ) GROUT SPCE IS CLEN. B) PLCEMENT OF REINFORCEMENT ND CONNECTORS, ND PRESTRESSING TENDONS ND NCHORGES. C) PROPORTIONS OF SITE-PREPRED GROUT ND PRESTRESSING GROUT FOR BONDED TENDONS. D) CONSTRUCTION OF MORTR JOINTS GROUT PLCEMENT SHLL BE VERIFIED TO ENSURE COMPLINCE: SPECIL INSPECTION ND VERIFICTION OF STEEL CONSTRUCTION REFERENCE IBC 009, TBLE VERIFICTION ND INSPECTION TSK CONTINUOUS PERIODIC MTERIL VERIFICTION OF HIGH-STRENGTH BOLTS, NUTS ND WSHERS: ) IDENTIFICTION MRKINGS TO CONFORM TO STM STNDRDS SPECIFIED IN THE PPROVED CONSTRUCTION DOCUMENTS. B) MNUFCTURER'S CERTIFICTE OF COMPLINCE REQUIRED. INSPECTION OF HIGH STRENGTH BOLTING: ) SNUG-TIGHT JOINTS. B) PRETENSIONED ND SLIP-CRITICL JOINTS USING TURN-OF-NUT WITH MTCHMRKING, TWIST-OFF BOLT OR DIRECT TENSION INDICTOR METHODS OF INSTLLTION. C) PRETENSIONED ND SLIP-CRITICL JOINTS USING TURN-OF-NUT WITHOUT MTCHMRKING OR CLIBRTED WRENCH METHODS OF INSTLLTION. MTERIL VERIFICTION OF STRUCTURL STEEL ND COLD-FORMED STEEL DECK: ) FOR STRUCTURL STEEL, IDENTIFICTION MRKINGS TO CONFORM TO ISC 360. B) FOR OTHER STEEL, IDENTIFICTION MRKINGS TO CONFORM TO STM STNDRDS SPECIFIED IN THE PPROVED CONSTRUCTION DOCUMENTS. C) MNUFCTURER'S CERTIFIED TEST REPORTS. MTERIL VERIFICTION OF WELD FILLER MTERILS: ) IDENTIFICTION MRKINGS TO CONFORM TO WS SPECIFICTION IN THE PPROVED CONSTRUCTION DOCUMENTS. B) MNUFCTURER'S CERTIFICTE OF COMPLINCE REQUIRED. INSPECTION OF WELDING STRUCTURL STEEL ND COLD-FORMED STEEL DECK: ) COMPLETE ND PRTIL JOINT PENETRTION GROOVE WELDS. B) MULTIPSS FILLET WELDS. C) SINGLE PSS FILLET WELDS > 5/6" D) PLUG ND SLOT WELDS. E) SINGLE-PSS FILLET WELDS < 5/6" F) FLOOR ND ROOF DECK WELDS. INSPECTION OF WELDING REINFORCING STEEL: ) VERIFICTION OF WELDBILITY OF REINFORCING STEEL OTHER THN STM 706. B) REINFORCING STEEL RESISTING FLEXURL ND XIL FORCES IN INTERMEDITE ND SPECIL MOMENT FRMES, ND BOUNDRY ELEMENTS OF SPECIL STRUCTURL WLLS OF CONCRETE ND SHER REINFORCEMENT. C) SHER REINFORCEMENT. D) OTHER REINFORCING STEEL. INSPECTION OF STEEL FRME JOINT DETILS FOR COMPLINCE: ) DETILS SUCH S BRCING ND STIFFENING. B) MEMBER LOCTIONS. C) PPLICTION OF JOINT DETILS T ECH CONNECTION. wdesign RCHITECTURE & INTERIORS 53 E. 5th Street, Suite N SED LICE PROFES SIONL ELIS R. JOHNNSSON 349 OK L HOM ENGINEER Engineering Group, PLLC 66 East 5th Street, Suite C Tulsa, OK Certificate of uthorization: OK #5996 EXP /5/5 RESTROOM & SHELTER ) GROUTING OF PRESTRESSING BONDED TENDONS PREPRTION OF NY REQUIRED GROUT SPECIMENS, MORTR SPECIMENS ND/OR PRISMS SHLL BE OBSERVED. SPECIL INSPECTION ND VERIFICTION OF CONCRETE CONSTRUCTION REFERENCE IBC 009, TBLE VERIFICTION ND INSPECTION TSK CONTINUOUS PERIODIC SUBMITTLS SPECIL INSPECTIONS INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, ND PLCEMENT. INSPECTION OF REINFORCING STEEL WELDING IN CCORDNCE WITH TBLE 704.3, ITEM 5B /5/05 :58: PM C:\Dropbox (360 Engineering)\360 PLLC_Public\Jobfiles\W Design\5xxx_City of Claremore Will Rogers Park\0_Dwgs\0_Rvt\5xxx_City of Claremore Will Rogers Park.rvt SPECIL INSPECTION SHLL BE PROVIDED BY THE OWNER CCORDING TO SECTION 704 OF IBC 009. THE PPROVED SPECIL INSPECTOR SHLL DEMONSTRTE COMPETENCE FOR INSPECTION OF THE PRTICULR TYPE OF CONSTRUCTION OR OPERTION REQUIRING SPECIL INSPECTION. THE SPECIL INSPECTOR SHLL SEND REPORTS TO THE OWNER, THE BUILDING OFFICIL, THE RCHITECT, THE STRUCTURL ENGINEER OF RECORD, ND TO THE CONTRCTOR. THE SPECIL INSPECTIOR SHLL BRING NON-CONFORMING ITEMS TO THE IMMEDITE TTENTION OF THE CONTRCTOR ND NOTE LL SUCH ITEMS IN THE REPORTS. NY UNRESOLVED ITEM BOUT TO THE COVERED BY THE WORK SHLL BE BROUGHT TO THE TTENTION OF THE OWNER'S CONSTRUCTION MNGER S WELL S THE RCHITECT ND STRUCTURL ENINGEER OF RECORD. THE SPECIL INSPECTOR SHLL SUBMIT FINL SIGNED REPORT STTING WHETHER OR NOT THE WORK REQUIRING SPECIL INSPECTION WS, TO THE BEST OF THE INPECTOR'S KNOWLEDGE, IN CONFORMNCE WITH THE PPROVED PLNS ND SPECIFICTIONS. THE CONTRCTOR IS RESPONSIBLE FOR NOTIFYING THE SPECIL INSPECTION GENCY REGRDING INDIVIDUL INSPECTIONS FOR ITEMS LISTED ON THE SCHEDULE ND S NOTED ON THE BUILDING DEPRTMENT PPROVED PLNS. DEQUTE NOTICE ND CCESS TO PPROVED PLNS SHLL BE PROVIDED SO THT THE SPECIL INSPECTOR HS TIME TO BECOME FMILIR WITH THE PROJECT.. SEE RCHITECTURL, MECHNICL, ELECTRICL, ND PLUMBING CONSTRUCTION DOCUMENTS FOR DDITIONL NON-STRUCTURL SPECIL INSPECTION ITEMS. 3. IN CCORDNCE WITH IBC CHPTER 7, THE FOLLOWING TYPES OF WORK REQUIRE SPECIL INSPECTIONS ND TESTING: INSPECTION OF BOLTS TO BE INSTLLED IN CONCRETE PRIOR TO ND DURING PLCEMENT OF CONRETE WHERE LLOWBLE LODS HVE BEEN INCRESED OR WHERE STRENGTH DESIGN IS USED. INSPECTION OF NCHORS INSTLLED IN HRDENED CONCRETE. VERIFYING USE OF REQUIRED DESIGN MIX. T THE TIME FRESH CONCRETE IS SMPLED TO FBRICTE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP ND IR CONTENT TEST, ND DETERMINE THE TEMPERTURE OF THE CONCRETE. INSPECTION OF CONCRETE ND SHOTCRETE PLCEMENT FOR PROPER PPLICTION TECHNIQUES. INSPECTION FOR MINTENNCE OF SPECIFIED CURING TEMPERTURE ND TECHNIQUES. INSPECTION OF PRESTRESSED CONCRETE: ) PPLICTION OF PRESTRESSING FORCES. B) GROUTING OF BONDED PRESTRESSING TENDONS IN THE SEISMIC-FORCE RESISTING SYSTEM. ERECTION OF PRECST CONCRETE MEMBERS. VERIFICTION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING TENDONS IN POST-TENSIONED CONCRETE ND PRIOR TO REMOVL OF SHORES ND FORMS FROM BEMS ND STRUCTURL SLBS. INSPECT FORMWORK FOR SHPE, LOCTION ND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. X X GENERL NOTES S00