WHEAT RIDGE STORAGE BUILDING

Transcription

1 WHET RIDGE STORGE UILDING S WEST VE WHET RIDGE, O UILDING ODE INFORMTION PROJET INFORMTION SHEET INDEX GOVERNING ODES: 0 INTERNTIONL UILDING ODE (I) 0 INTERNTIONL MEHNIL ODE (IM) 0 INTERNTIONL FIRE ODE (IF) 0 INTERNTIONL FUEL GS ODE (IFG) 0 INTERNTIONL ENERGY ONSERVTION ODE (IE) 0 INTERNTIONL PLUMING ODE (IP) 0 NTIONL ELETRIL ODE (NE) 009 NSI ESSILE ND USLE FILITIES ONSTRUTION TYPE (I HPTER ): TYPE V VEHILE STORGE (NON SEPRTED) UTOMTI SPRINKLER SYSTEM THROUGHOUT NUMER OF STORIES: OUPNY LSSIFITIONS (I HPTER ): S OUPNY SEPRTION REQUIREMENTS (I 0) : NO SEPRTIONS REQUIRED LLOWLE HEIGHT (I 0): S OUPNY = STORIES / 0' WITH UTOMTI SPRINKLER INRESE PER 0 I SETION 0 LEGL DESRIPTION: NORHTEST, SOUTHWEST ND SOUTHEST QURTERS OF THE NORTHWEST QURTER OF SETION, TOWNSHIP SOUTH, RNGE 9 WEST OF THE TH PRINIPLE MERIDIN, ITY OF WHETRIDGE, OUNTY OF JERFFERSON, STTE OF OLORDO PROJET DESRIPTION: NEW STORGE UILDING FOR UTOMOTIVE VEHILE UILDING DESRIPTION: NEW METL STUD UILDING, ONE OPEN RE WITH FIER EMENT ORD SIDING, SPHLT SHINGE ROOF FOR THE USE OF STORING VEHILES UILDING DT: ONE STORY UILDING HEIGHT = 0'0" RHITETURL 00 OVER SHEET & PROJET INFO 0 ODE PLN, LEGENDS, DOOR SHEDULE 0 SITE PLN 0 FLOOR & ROOF PLN 0 EXTERIOR ELEVTIONS 0 UILDING SETIONS WLL SETIONS DETILS DETILS STRUTURL: S0 GENERL NOTES S0 FOUNDTION ND ROOF FRMING PLNS S0 WLL SETIONS Sa FOUNDTION DETILS Sb RETIL ROOF DETILS Sc TUE STEEL ONNETION DETILS LLOWLE RE: V LLOWLE RE IS,00 SF (WITH UTOMTI SPRINKLER SYSTEM INRESE PER 0 I SETION 0 IS 00%) TUL RE = SF OUPNT LOD: (I 00) ST FLOOR: ( GROSS SF) S OUPNY SF / 00 GROSS = () OUPNTS TOTL UILDING OUPNT LOD: OUPNTS EXIT WIDTH REQUIREMENTS (I 00) : REQUIRED EXIT WIDTH FOR TOTL RE O x 0 = INHES MINIMIMUM WIDTH REQUIRED WILL E " PER I 0 EXITS PROVIDED: ()@ " LER DOOR OPENINGS = " PROVIDED MENIL: M0 MEHNIL SPEIFITIONS & LEGEND M MEHNIL SHEDULES & DIGRMS M0 MEHNIL PLN ELETRIL: E0 ELETRIL NOTES, LEGEND & ONE LINE DIGRM E0 ELETRIL PLN ND SHEDULES copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted LLOWLE TRVEL DISTNE REQUIREMENTS LLOWLE OMMON PTH OF EGRESS TRVEL DISTNE (I 0) = 00'0" TUL DISTNE= ' EXIT ESS TRVEL DISTNE (I 0)= 00' UNSPRINKLERED, 00' SPRINKLERED TUL DISTNE= ' LLOWLE EXIT ESS DOORWY (I 0) ONE EXIT REQUIRED WITH OUPNT LOD OF 9 OR LESS WITH TRVEL DISTNE TO EXIT LESS THN 00' TUL ONE EXIT, OUPNT LOD OF, TRVEL DISTNE = ' y:uthor MINIMUM PLUMING FIXTURES: NOT PPLILE TOILET FIXTURES RE LOTED IN N DJENT UILDING DRWING SYMOLS WLL INTERIOR UILDING SETION ELEVTION REFERENE SHEET NUMER Ref ELEVTION SETION REFERENE SHEET NUMER Ref Ref EXTERIOR Ref View Name WLL TYPE HEIGHT (SEE WLL LEGEND FOR KEY) FIRE RTING (HOURS) WLL TG SLE: /" = '0" DRWING/DETIL NUMER SLE DRWING TITLE X#X#?? 00 # XXX INET WIDTH INET DEPTH FINISH SEE SHEDULE KEYNOTE MTERIL TG DOOR NUMER WINDOW NUMER SYSTEM NOTE TG XX DIRETION OF TRVEL / EXITING LOD '0" W '0" D PLX SEWORK TG PROJET TEM PROJET LOTION: 0 WEST TH VE WHET RIDGE, O 0 NOT TO SLE NORTH VIINITY MP WHET RIDGE STORGE UILDING DTE 0 WEST VE WHET RIDGE, O ITY OF WHET RIDGE DES 000 PRELIM Ds 00 ON DOS 9//0 9:: M DRWING REVITIONS OVE OUNTER FF OVE FINISH FLOOR LT LTERNTE LG EILING ON ONRETE ONT ONTINUOUS PT RPET T ERMI TILE DF DRINKING FOUNTIN DS DOWNSPOUT DW DISHWSHER EOS EDGE OF SL EW ELETRI WTER OOLER E/ EXG EXISTING EXT EXTERIOR FE FIRE EXTINGUISHER FH FIRE HOSE INET FOM FE OF MSONRY FOS FE OF STUD FT FINISH Y TENNT FRP FIERGLSS REINFORED PLSTI GD GRGE DISPOSL H HNDIPPED HM HOLLOW METL HT HEIGHT INT INTERIOR MFG MNUFTURER N NEW ITEM NI NOT IN ONTRT NTS NOT TO SLE OPNG OPENING QT QURRY TILE REF REFRIGERTOR ST SUSPENDED OUSTIL TILE S SOLID ORE SIM SIMILR STL STEEL TO TOP OF ONRETE TOS TOP OF STEEL/ SL UON UNLESS OTHERWISE NOTED VT VINYL OMPOSITION TILE WH WTER HETER WWF WELDED WIRE FRI OWNER: ITY OF WHET RIDGE : PRKS, FORESTRY ND OPEN SPE 90 west TH VE WHET RIDGE, O TEL: (0) 0 MRK ROUTE PRKS PROJET OORDINTOR RHITET: INTERGROUP RHITETS 000 W LITTLETON LVD LITTLETON, O 00 TEL: (0) FX: (0) 9 ILL SMITH STRUTURL ENGINEER: PEX ENGINEERS, IN 0 LWRENE ST, UNIT 9 DENVER, O 00 TEL: (0) MEHNIL ENGINEER: MEP ENGINEERING, IN 0 S TROY IRLE, SUITE 00 ENTENNIL, O 0 TEL: (0) 9 ERNEST RODRIGUEZ ELETRIL ENGINEER: MEP ENGINEERING, IN 0 S TROY IRLE, SUITE 00 ENTENNIL, O 0 TEL: (0) 9 ERNEST RODRIGUEZ 00 OVER SHEET & PROJET INFO

2 * LL LTHSETS TO E LEVER HNDLE EXEPT S NOTED * HRDWRE FINISH TO E XXXX EXEPT S NOTED DOOR HRDWRE LEGEND KEY DESRIPTION MNUF / FINISH KEY DESRIPTION MNUF / FINISH PSSGE SET OFFIE ENTRY LOKSET STOREROOM LOKSET LSSROOM LOKSET PRIVY SET PNI DEVIE J J K L M M FLOOR STOP WLL STOP KIK PLTE LTH GURD PLTE LOSER LOSER WITH INTEGRL STOP DOOR SHEDULE DOOR FRME TYPE / NO WIDTH HEIGHT ELEV MT'L FINISH MT'L FINISH DOOR HRDWRE SET LEGEND FIRE RTING 00 ' 0" ' 0" HM PT HM PT NONE 0 0' 0" ' 0" GM FF GM FF NONE 0 0' 0" ' 0" GM FF GM FF NONE 0 0' 0" ' 0" GM FF GM FF NONE 0 0' 0" ' 0" GM FF GM FF NONE HRDWRE/ REMRKS WLL LEGEND METL STUD FRMING WLL HEIGHT KEY (S INDITED ON PLNS): P = PRTIL HEIGHT WITH TOP P PROVIDE STEEL RE OLTED TO FLOOR T END OF WLL = TO UNDERSIDE OF EILING GRID = TO " OVE EILING, RE TO STRUTURE S = TO UNDERSIDE OF DEK, PROVIDE SLIPHED WITH X" OF OMPRESSION ND X" OF EXTENSION = ERING WLL SEE STRUTURL E = EXTERIOR WLL SEE ELEVTIONS TYPE VERTIL SETION WLL TYPE HEIGHT (SEE KEY) FIRE RTING (HOURS) DESRIPTION WLL TG X#X# S9999 D D D D PNI ON LOL LRM DELYED EGRESS PNI PUSH/PULL EXTERIOR PULL, KEY ENTRY IFOLD PULL & TRK YPSS PULL & TRK N O P R R R XXXX OORDINTOR STRGL UTO FLUSH OLTS MNUL FLUSH OLTS MNUL SURFE OLTS SET HRDWRE,(H), K (0" HIGH), G (OORDINTE YLINDER LOK KEYING W/ OWNER), J, MTH EXISTING OVERHED DOOR HRDWRE, PROVIDE () UTOMTI OPENERS PER DOOR (RYNOR OR EQUL) M G " X /" FLNGE STEEL STUDS T " O WITH /" OS TO '0" FF ON INTERIOR SIDE R0 TT INSULTION W/ KRFT PPER FING EXTERIOR: OS SHETHING RE: STRUT, I" RIGID FOM ISULTION, WETHER RRIER OVER RIGID, HORIZONTL FIER EMENT LP SIDING, RE: MNUFTURER FOR INSTLLTION REQUIREMENTS E E ELETRI STRIKE ELETRI LTH R S DED OLT SMOKE/SOUND SELS " RE: DOOR SHEDULE " E E E E E F G H H H H H MGNETI LOK MGNETI HOLDOPEN RD KEY ENTRY ELETRONI KEY PD MNUL PUSH UTTON LOK SEURITY MONITORED YLINDRIL LOKSET / PIR UTT HINGES PIR UTT HINGES OFFSET PIVOTS T & OFFSET PIVOTS DOULETING HINGES T U V W X Y Z DD EE UTO DOOR OTTOM XXXX VISION PNEL WETHER STRIPPING DJUSTLE SWEEP THRESHOLD IDENTIFITION SIGN TRK & ROLLER Y MNUF SLIDE LTH STEP PLTE & HNDLE DOK UMPER DOK SEL " RE: DOOR SHEDULE " ' 0" " RE: DOOR SHEDULE " GENERL WLL TYPE NOTES: * WLL SETIONS RE UT IN SETION VIEW * REFER TO STRUTURL DRWINGS FOR DDITIONL INFORMTION REGRDING ONRETE ND STUD GUGE ND SPING * OS SHLL E INSTLLED FULL HEIGHT ON LL SHER WLLS, RE: STRUT *ONTRTOR SHLL TPE LL GYP D JOINTS PINTING IS NOT PRT OF SE ID REFER TO OVER SHEET FOR LIST OF LTERNTES *MINIMUM R0 INSULTION LL EXTERIOR WLLS ROOF TYPE TYPE SETION DESRIPTION I XXXX FF DOK SHELTER 0' 0" OVERHED DOORS ND TRK, TYPE DOOR TYPES TYPE R /" OS SHETHING OVER WOOD ROOF JOISTS, RE: STRUT R MINIMUM RIGID INSULTION TOP LYER TO E NILLE ( NILS PER SHINGLE PER ODE) ND VENTILTED ONTINUOUS IE ND WTER SHIELD ('0" IN FROM EXTERIOR WLL PER ODE) OVER /" OS NILER SPHLT SHINGLE ROOFING copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted GRGE 00 STORGE RE (S): SF 00 SF/ O = OUPNTS FE 9'0" MX TRVEL DISTNE 0' 0" ENTRY/EXIT FLOOR TYPE TYPE F DESRIPTION " ON SLONGRDE REINFORED W/ " E WY OR x WxW WWF ON 0 MIL VPOR RRIER ON MIN " OF /" LEN GRDED ROK SEE FINISH PLNS & ROOM FINISH SHEDULE FOR FLOOR FINISH MTERIL WHET RIDGE STORGE UILDING 0 WEST VE WHET RIDGE, O ITY OF WHET RIDGE DTE DES 000 PRELIM Ds 00 ON DOS y:wl '0" MX TRVEL DISTNE LLOWLE OMMON PTH OF EGRESS TRVEL DISTNE (I 0) = 00'0" TUL DISTNE=' 9//0 9:: M EXIT ESS TRVEL DISTNE (I 0)= LLOWLE 00' UNSPRINKLERED, 00' SPRINKLERED TUL DISTNE= ' ODE PLN NORTH SLE: /" = '0" 0 ODE PLN, LEGENDS, DOOR SHEDULE

3 S9999 PROPOSED VEHILE STORGE UILDING, % 0,90 %,90 % Proposed Vehicle Storage,000 Existing ITY OF WHET RIDGE Existing 0 WEST VE WHET RIDGE, O WHET RIDGE STORGE UILDING copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted y:uthor DTE DES 000 PRELIM Ds 00 ON DOS Existing 9//0 9:: M Existing 0 SITE PLN

4 GENERL NOTES: # KEY NOTES: S9999 GENERL REQUIREMENTS ) TTENTION LL USERS OF THESE DRWINGS, GENERL ONTRTORS, SUONTRTORS, MNUFTURERS, SUPPLIERS: REFULLY ND THOROUGHLY REVIEW THESE GENERL NOTES IT IS YOUR RESPONSIILITY TO KNOW ND DHERE TO THESE REQUIREMENTS ) THE DRWINGS ND SPEIFITIONS RE SEPRTED INTO DISIPLINES FOR THE ONVENIENE OF THE RHITET ND THE ONTRTOR THE SEPRTIONS USED HEREIN RE USED ONLY FOR THE PURPOSES OF ONVENIENE ND REFERENE, ND IN NO WY DO THEY DEFINE OR LIMIT THE SOPE OR INTENT OF NY PRT OF THE DRWINGS, OR OF THE DRWINGS ND SPEIFITIONS S WHOLE THE FT THT THE DRWINGS RE SEPRTED IN NO WY SUGGESTS THT THE WORK IS NOT TO E ONSTRUTED S OMPLETE, INTEGRTED ND UNIFIED WHOLE ) EVERY EFFORT HS EEN MDE TO MKE THESE DOUMENTS ONISE ND OORDINTED, TO DEFINE WORK IN THE MOST LOGIL PLE ND TO ELIMINTE REDUNDNY DO NOT PRESUME THT YOUR SOPE OF WORK IS SINGULRLY DEFINED YOUR SOPE OF WORK IS DEFINED THROUGHOUT THE ENTIRE SET OF DRWINGS ND SPEIFITIONS ND IS NOT ONTINED IN JUST ONE SERIES OF DRWINGS OR DIVISION OF SPEIFITIONS YOU MUST REVIEW THE ENTIRE SET OF ONTRT DOUMENTS TO DETERMINE YOUR SOPE OF WORK ) THE DRWINGS ND SPEIFITIONS, INLUDING DRWINGS PREPRED Y SPEIFI ENGINEERING DISIPLINES (SUH S IVIL, STRUTURL, MEHNIL, ELETRIL, ET) RE OMPLEMENTRY; ITEMS SHOWN IN NY ONE LOTION IN THE DRWINGS SHLL E ONSIDERED TO E REQUIREMENTS OF THE ONTRT FOR ONSTRUTION IN THE EVENT OF N INONSISTENY ETWEEN THE DRWINGS ND SPEIFITIONS, OR WITHIN EITHER DOUMENT, THE ONTRTOR SHLL SEEK LRIFITION OR INTERPRETTION FROM THE RHITET PRIOR TO THE IDDING WHERE INONSISTENIES RE NOT LRIFIED PRIOR TO IDDING, ND WHERE THE TUL SOLUTION OR INTENT NNOT E RESONLY INFERRED, THE ONTRTOR SHLL PROVIDE THE ETTER QULITY OR GRETER QUNTITY OF WORK ) MEHNIL ND ELETRIL DRWINGS SHOW INFORMTION IN DIGRMMTI FSHION WITHOUT DIMENSIONING THE GENERL ONTRTOR IS TO OORDINTE THE LOTIONS OF LL ME EQUIPMENT WITH RESPET TO THE RHITETURL ND STRUTURL DETILING OF SHFTS, HSES ND SUH ) THE ONTRTOR ND LL SUONTRTORS SHLL VISIT THE SITE ND EOME FMILIR WITH SITE ONDITIONS S THEY MY FFET RRYING OUT THE WORK S DESRIED IN THESE ONTRT DOUMENTS THE ONTRTOR SHLL INVESTIGTE, VERIFY, ND E RESPONSILE FOR LL ONDITIONS OF THE PROJET, ND NOTIFY THE RHITET OF NY ONDITIONS THT REQUIRE MODIFITION EFORE PROEEDING WITH THE WORK ) THE GENERL ONTRTOR SHLL E RESPONSILE FOR LOTING ND PROTETING LL UTILITY LINES LOTIONS SHOWN RE PPROXIMTE REPIR LL DMGE TO UTILITY LINES USED Y ONSTRUTION OPERTIONS T NO OST TO THE OWNER ) LL PERSONS DIRETLY OR INDIRETLY SSOITED WITH THE PROJET SHLL E FMILIR WITH THE RULES ND REGULTIONS OF THE OUPTIONL SFETY ND HELTH T, ND IMPLEMENT THOSE RULES S THEY PPLY TO THE PROJET 9) THE ONTRTOR SHLL PROVIDE LL MTERILS, EQUIPMENT, LOR, ND SERVIES NEESSRY TO OMPLETE THE WORK 0) LL WORK PERFORMED SHLL E IN ORDNE WITH THE UILDING ODE ND LOL MENDMENTS RE: SHEET 0 ) THE GENERL ONTRTOR SHLL E RESPONSILE FOR THE OORDINTION OF LL TRDES ND THE PREVENTION OF ONFLIT ETWEEN LL TRDES ) PRIOR TO EGINNING LL WORK, THE ONTRTOR SHLL ONDUT WLK THROUGH INSPETION WITH THE OWNER TO DETERMINE IN WRITING THE ONDITION OF THE WORK LREDY IN PLE THE ONTRTOR IS RESPONSILE FOR REPIRING OR REPLING EQUIPMENT PRESENTLY IN PLE THT IS DMGED DURING ONSTRUTION ) ONTRTOR SHLL SUMIT ONFIRMTION OF ORDERED MTERILS OR ITEMS NEESSRY TO OMPLETE THE PROJET WITH PROJETED DELIVERY DTE GRETER THN FOUR WEEKS ) LL SUONTRTORS SHLL SUMIT SHOP DRWINGS S REQUIRED FOR RHITETS PPROVL PRIOR TO OMMENING NY WORK DRWINGS ND DIMENSIONS: ) DO NOT SLE THE DRWINGS ) LL DIMENSIONS ON PLNS RE TO FE OF LOK OR TO FE OF STUD UNLESS NOTED OTHERWISE ) THE GENERL ONTRTOR SHLL E RESPONSILE FOR NOTIFYING THE RHITET IMMEDITELY SHOULD NY DISREPNIES E FOUND IN THE DRWINGS ND SPEIFITIONS ) THE GENERL ONTRTOR IS RESPONSILE FOR HEKING LL FIELD ONDITIONS ND DIMENSIONS S THEY RELTE TO THIS PROJET SHOULD DISREPNIES EXIST ETWEEN THE WORK INDITED ND TUL FIELD ONDITIONS, NOTIFY THE RHITET PRIOR TO PROEEDING WITH THE WORK ) TUL ONTRT LIMITS RE TO E DETERMINED Y THE ONTRTOR ND PPROVED Y THE OWNER EFORE TUL ONSTRUTION WORK EGINS NY INDITION OF PROJET LIMITS OR LINES OF DEMRTION RE SHOWN FOR THE ONVENIENE OF THE ONTRTOR, ND RE NOT TO E TKEN LITERLLY ) SEE GENERL NOTES ON LL SERIES DRWINGS FOR INFORMTION RELTED TO PLNS ND DETILS ON THOSE SHEETS ) THE TERM LIGN REFERS TO LOTING DIFFERENT OMPONENTS OF ONSTRUTION TO PROVIDE FLUSH FINISH SURFE ) ONTRTORS ND SUONTRTORS SHLL FIELD VERIFY LL DIMENSIONS PRIOR TO FRITION ND/ OR ORDERING OF MTERILS 9) USE OF THE WORD VERIFY POINTS OUT SITUTION WHIH MUST E ONFIRMED PRIOR TO PROEEDING WITH THE WORK, FRITION OF EQUIPMENT, OR ORDERING MTERIL, NOTIFY THE RHITET OF NY DISREPNY 0) REFER TO THE RHITETURL PLNS FOR EXT LOTIONS OF LL EILING FIXTURES REFER TO MEHNIL ND ELETRIL DRWINGS FOR OMPLETE ONSTRUTION REQUIREMENTS ) RHITETURL, MEHNIL, ND ELETRIL DRWINGS SHOW WHERE EXPOSED DUTWORK IS TO E INSTLLED T SPEIFI ELEVTION IN ONTROLLED PTTERN THE ONTRTOR MUST RELY ON LL OF THESE DISIPLINES TO OMPLETE THE WORK ND SHOULD NOTIFY THE RHITET OF NY DISREPNIES ) THE GENERL ONTRTOR SHLL OORDINTE THE WORK OF LL TRDES INSTLLING THEIR RESPETIVE EQUIPMENT IN THE EILING, PLENUMS MEHNIL, ELETRIL, STRUTURL ND FIRE SPRINKLER SYSTEMS LL SHRE THE SME SPE EH SUONTRTOR IS TO REVIEW THE REQUIREMENTS OF THEIR WORK WITH THE WRENESS OF THE OTHER TRDES THT NEED TO SHRE THESE SPES ND MUST NOT SSUME THT THEIR INSTLLTION HS EEN ONSIDERED IN THE DESIGN ND THE SHOP DRWINGS OF THE OTHER TRDES ) LL DOORS TO E LOTED OFF DJENT STUD WLL UNLESS DIMENSIONED OTHERWISE ON THE PLN PRTITIONS NOTES: ) PROVIDE ND INSTLL LL LOKING STIFFENERS, RING, KUP PLTES ND SUPPORTING RKETS REQUIRED FOR THE INSTLLTION OF LL SEWORK ND OF LL FLOOR MOUNTED OR SUSPENDED MEHNIL ND ELETRIL EQUIPMENT ) OORDINTE METL STUD GUGE WITH PREPPROVED EQUIPMENT NHORGE WHERE DISREPNY OURS, THE MORE STRINGENT REQUIREMENT SHLL GOVERN ) THERE SHLL E NO KTOK ELETRIL, TELEPHONE, OR OTHER OUTLETS, EXEPT WHERE SPEIFILLY SHOWN ) PROVIDE OUSTI SOUND SELNT T NONRTED WLLS ND FIRERTED SELNT T SMOKE PRTITION ND S REQUIRED Y TEST NUMER ONSTRUTION NOTES: ) DRWINGS RE PREPRED USING DIMENSIONS ND PRODUT ONFIGURTIONS OR DETILS OF SPEIFI MNUFTURERS (TYPILLY THE FIRST MNUFTURER LISTED UNDER EPTLE MNUFTURERS IN THE SPEIFITIONS) DIMENSIONS ND DETILS FOR SPEIFI PRODUTS MY HNGE EFORE THEY RE TULLY INORPORTED INTO THE WORK, ND PRODUTS Y OTHER MNUFTURERS MY LSO E EPTLE THEREFORE TUL INSTLLTION DETILS ND DIMENSIONS MY DIFFER FROM THOSE SHOWN ONTRTOR SHLL VERIFY INSTLLTION REQUIREMENTS FOR LL PRODUTS TO E INORPORTED IN THE WORK (INLUDING PRTITION THIKNESS FOR REESSED OR SEMIREESSED PRODUTS) ND IS RESPONSILE FOR OMMODTING ND OORDINTING HNGES TO OTHER MTERILS OR PRODUTS THT RE NEESSRY EUSE OF THESE DIFFERENES ) PROVIDE SOLID LOKING WITHIN PRTITIONS T LL LOTIONS WHERE ITEMS WILL E MOUNTED ON PRTITIONS INLUDING, UT NOT LIMITED TO: ESSORIES, SEWORK TRIM, FLSHING, WLL MOUNTED EQUIPMENT, TK/ULLETIN/MRKER ORDS, ET ) MINTIN RTING T LL LOKOUTS FOR LL FIRE EXTINGUISHERS ND TOILET ESSORIES THT RE TO E INSTLLED IN RTED WLLS ) PROVIDE x ESS PNELS IN PRTITIONS WHERE REQUIRED FOR MEHNIL EQUIPMENT EXEPT WHERE SIZES RE OTHERWISE NOTED ) PROVIDE GYPSUM ORD ONTROL JOINTS IN PRTITIONS ND EILINGS T 0 0 MX SPING OORDINTE TO MEET FIRE RESISTIVE RTINGS OF THE SSEMLY, FIRESTOP JOINTS T RTED PRTITIONS SU ONTRTOR MUST PROVIDE SUMITTL FOR JOINT MTERIL ) ULK LL JOINTS OR RKS WHIH OUR WHERE DISSIMILR MTERILS INTERSET PERPENDIULR TO EH OTHER ND WHERE THE INTERSETION IS EXPOSED TO VIEW, UNLESS INDITED OTHERWISE ON THE DRWINGS ) FIRELOK LL ONELED SPES, SOFFITS, SHFTS, HSES, ND EILING RES PER REQUIREMENTS OF THE 00 I ND THE LOL JURISDITION MENDMENTS ) PROVIDE ONTINUOUS PERIMETER UILDING INSULTION T LL EXTERIOR WLLS FROM SL TO ROOF DEK 9) THE RHITETURL ND STRUTURL DRWINGS OTH DESRIE VRIOUS FLOOR SL SLOPE REQUIREMENTS, REESSES, ND EDGE ONDITIONS USE OTH SETS OF DRWINGS WHEN INSTLLING THE FLOOR SL 0) PROVIDE SLIP JOINT ONNETIONS T PRTITIONS THT EXTEND TO STRUTURE OVE PROVIDE RING OVE S REQUIRED REFER TO STRUTURL DRWINGS ) IT IS THE INTENT OF THE DESIGN THT LL METL STUD PRTITIONS E OF SUFFIIENT WIDTH TO DEQUTELY ENLOSE PIPING, ONDUITS, ND REESSED EQUIPMENT NOTIFY THE RHITET OF NY DISREPNIES WITH THIS INTENT INTERIOR NOTES: INTERIOR NOTES: *INTERIOR FINISHES S FOLLOWS: *FLOOR FINISH TO E SELED ONRETE UNO * LL WLLS T UILDING INTERIOR SHLL HVE OS SHETHING TO '0" FF /" GYP D OVE THT, UNPINTED OS TO E FULL HEIGHT ON LL SHER WLLS, RE: STRUT *EILINGS: ROOF STRUTURE TO E EXPOSED IN UILDING INTERIOR (SE ID) REFER TO ROOF TYPE REFER TO ELETRIL DRWINGS FOR LIGHT FIXTURE LOTIONS REFER TO MEHNIL DRWINGS FOR ROOF FN LOTIONS ND SUSPENDED HETER UNIT LOTIONS * PINTING (FINL OLOR SELETIONS SHLL E PPROVED Y OWNER): EXPOSED STEEL OLUMNS ND EMS: MTH EXISTING UNDERSIDE OF ROOF DEK ND ROOF JOISTS: MTH EXISTING HOLLOW METL DOORS: MTH EXISTING HOLLOW METL DOOR FRMES: SHERWIN WILLIMS, OTTER SW 0 GRDING NOTES: *GRDING S FOLLOWS: *SL ND FOOTING ELEVTIONS RE S FOLLOWS: TOP OF SL LONG EST SIDE OF UILDING: SITE ELEVTION 9' UILDING ELEVTION 00'0" TOP OF SL LONG WEST SIDE OF UILDING: SITE ELEVTION 90' UILDING ELEVTION 99'" TOP OF FOUNDTION STEM WLL ROUND ENTIRE UILDING: SITE ELEVTION 9' UILDING ELEVTION 00'0" *ONTRTOR SHLL GRDE UP TO TOP OF SL ELEVTIONS T LL EXTERIOR ONRETE SLS TPER GRDE DOWN WY FROM SLS TO MEET EXISTING GRDE ELEVTIONS FINISH GRDING WILL E PERFORMED Y OTHERS SPHLT SHINGLES RIDGE (VENTED) SETIONL OVERHED DOOR, " TLL " DI OLLRDS WITH ON FILL, RIKET T WLL ETWEEN OVERHED DOORS, SLOPE FLOOR SL TO DRIN T OVERHED DOOR LOTIONS ON FLOOR SL ND FOUNDTION, RE: STRUT "x" ONTINUOUS PREFINISHED LUM GUTTER ND DOWNSPOUTS 9 REFER TO MEHNIL DWGS FOR ROOF PENETRTION INFO ND LOTIONS 0 '0" WIDE ON PRON ELOW '0" x '0" x" THIK ON SL ON OMPTED SUGRDE SLOPE SL WY FROM LDG /"/", RE: / DOOR JM DETIL STEEL OLUMN, RE:STRUT RE: STRUT FOR ONTROL JOINT LYOUT, /" OS ON WLL T UILDING INTERIOR, ON PD T ONDENSTE LENOUT, RE: MEH OLLRDS, PINTED RE: /, ' 0" ' 0" 0 ' 0" ' 0" ' 0" ' 0" ' 0" 0' 0" ' 0" ' 0" 0' 0" ' 0" ' 0" 0' 0" ' 0" ' 0" 0' 0" ' 0" 0' 0" copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted DS 0' 0" ' 0" ' 0" ' 0" ' 0" DS ' 0" y:wl 0' 0" 0' 0" 0' 0" 9 " / '0" " / '0" ' 0" 0' 0" 0' 0" ME0 /" /" GRGE 00 /" /" ME0 ME0 FE 00 0 ' 0" ' " WHET RIDGE STORGE UILDING DTE 0 WEST VE WHET RIDGE, O ITY OF WHET RIDGE DES 000 PRELIM Ds 00 ON DOS ME0 9//0 9:: M DS ROOF PLN NORTH SLE: /" = '0" DS ' 0" FLOOR PLN NORTH SLE: /" = '0" FLOOR & ROOF PLN

5 0 GENERL NOTES: # KEY NOTES: S9999 TO STRUT 0' 0" * LL SHPHLT ROOF SHINGLES SHLL E NILED WITH MINIMUM OF NILS PER SHINGLE * IE ND WTER SHIELD UNDERLYMENT IS REQUIRED T LL EVES ND SHLL EXTEND MIN OF '0" INSIDE EXTERIOR OR WLL * REFER TO MEHNIL DRWINGS FOR WLL PENETRTION ND LOUVER INFORMTION * REFER TO ELETRIL DRWINGS FOR EXTREIOR LIGHTING ND PNEL/METER LOTIONS * FINL PINT OLORS SHLL E PPROVED Y THE OWNER SPHLT SHINGLES EMENT ORD FSI, FIER EMENT ORD SIDING, PREFINISHED SETIONL OVERHED DOOR, "Ø x 'H ON FILLED PIPE OLLRD, 9 " TO WLL ' " FIER EMENT SIDING: SHERWIN WILLIMS ESSILE EIGE SW 0 FIER EMENT TRIM: SHERWIN WILLIMS OTTER SW 0 FIER EMENT SOFFIT: HRDISOFFIT VENTED SMOOTH, MTH EXISTING FIER EMENT FSI: MTH EXISTING HM DOORS: MTH EXISTING HM DOORFRMES: MTH EXISTING OLLRDS: SHERWIN WILLIMS PRO INDUSTRIL URETHNE ENMEL OLOR SFETY YELLOW ONTINOUS PREFINISHED LUM GUTTER ND DOWNSPOUTS DOWNSPOUTS TO HVE '0" FOLDING EXTENSIONS T OTTOM " FIER EMENT ORD TRIM T SKIRT, " FIER EMENT ORD TRIM T LL WLL OPENINGS, 9 " FIER EMENT ORD ORNER TRIM T LL ORNERS, 0 EXPOSED ONRETE STEM WLL, TRETED WOOD LOKING ND SHIMS T DOOR JMS, ONTINUE FIER EMENT ORD TRIM OVER WOOD LOKING ND ONRETE UR T DOOR JMS, EDGE OF ONRETE UR, RE: STRUT SURFE DISHRGE DOWNSPOUT, DIRET WTER WY FROM UILDING WITH '0" FOLDING EXTENSIONS 0 SOUTH SLE: /" = '0" TO STEM WLL 00'" 00' 0" " " " " TO STRUT 0' 0" " " " " TO STRUT 0' 0" copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted TO WLL ' " TO WLL ' " 9 0 ' 0" " 0 TO STEM WLL 00'" 00' 0" WEST SLE: /" = '0" SLE: /" = '0" EST " TO STRUT 0' 0" TO STEM WLL 00'" 00' 0" WHET RIDGE STORGE UILDING 0 WEST VE WHET RIDGE, O ITY OF WHET RIDGE TO WLL ' " DTE DES 000 PRELIM Ds 00 ON DOS y:wl 9 9//0 9:: M NORTH SLE: /" = '0" 0 TO STEM WLL 00'" 00' 0" 0 EXTERIOR ELEVTIONS

6 S # KEY NOTES: PINT UNDERSIDE OF EXPOSED ROOF DEKING ND ROOF JOISTS STEEL OLUMN, RE: STRUT PINT ' 0" " " " " ' 0" TO STRUT 0' 0" TO WLL ' " OVERHED DOOR TRK ND MOTOR EXPOSED ON STEM WLL T SE OF WLL RE: STRUT OS SHETHING TO '0" FF, " TLL " DI STEEL PIPE OLLRDS WITH ON FILL, PINTED, /"/" TO STEM WLL 00'" 00' 0" TO FOOTING 9' 0" UILDING SETION SLE: /" = '0" 0 copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted TO STRUT 0' 0" TO WLL ' " WHET RIDGE STORGE UILDING 0 WEST VE WHET RIDGE, O ITY OF WHET RIDGE DTE DES 000 PRELIM Ds 00 ON DOS y:wl TO STEM WLL 00'" 00' 0" TO FOOTING 9' 0" 9//0 9:: M UILDING SETION SLE: /" = '0" 0 0 UILDING SETIONS

7 S9999 # KEY NOTES: SPHLT SHINGLES EMENT ORD FSI, EMENT ORD SOFFIT, FIER EMENT ORD SIDING, TO STRUT 0' 0" STEEL HEDER, SETIONL OVERHED DOOR ND TRK " TLL " DI OLLRDS WITH ON FILL, RIKET T WLL ETWEEN OVERHED DOORS, 9 SLOPE FLOOR SL TO DRIN T OVERHED DOOR LOTIONS 0 ON FLOOR SL ND FOUNDTION, RE: STRUT ONTINOUS PREFINISHED LUM GUTTER ND DOWNSPOUTS EXPOSED ROOF STRUTURE T UILDING INTERIOR, PINTED ' 0" /" /" ' 0" TO WLL ' " TO WLL ' " 0T0 WLL '" copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted WHET RIDGE STORGE UILDING 0 WEST VE WHET RIDGE, O ITY OF WHET RIDGE /"/ " TO STEM WLL 00'" 00' 0" TO STEM WLL 00'" 00' 0" /"/ " /"/ " /"/ " /"/ " TO STEM WLL 00'" FINISH FLOOR 00'0" DTE DES 000 PRELIM Ds 00 ON DOS y:wl TO FOOTING 9' 0" TO FOOTING 9' 0" TO FOOTING 9'0" 9//0 9:: M WLL SETION SLE: /" = '0" WLL SETION SLE: /" = '0" WLL SETION SLE: /" = '0" WLL SETIONS

8 S9999 ' 0" /" SPHLT SHINGLE RIDGE VENT PER SHINGLE MNUFTURER'S INSTLLTION REQUIREMENTS /" ' 0" SPHLT SHINGLE ROOFING, ROLL VENT RIDGE VENT VENTED ROOF INSULTION TRETED X NILER PREFINISHED SHEET MTL FLSHING SPHLT SHINGLE ROOFING, /" OS SHETHING TOWLL '" /" TO WLL '" TO STRUT 0' 0" /" /" LTERNTE ETWEEN /" OS SHETHING ROLL VENT RIDGE MTERIL EVERY OTHER JOIST Y PREFINISHED LUM DOWNSPOUT EYOND " ND " FIER EMENT FSI KER ROD ND SELNT, FIER EMENT ORD SIDING, " FIER EMENT ORD TRIM, STEEL EM T DOOR HED, RE: STRUT WOOD STL EM, SELNT T HED ND JMS, SETIONL OVERHED DOOR ND TRK RIGID INSULTION OS SHETHING OVER ROOF JOISTS, RE: STRUT INSTLL GYP OVER STUD LOKING ETWEEN ROOF JOISTS, SOLID WOOD LOKING, RE STRUT TT INSULTION, WOOD ROOF JOIST, RE: STRUT EMENT ORD SOFFIT OVER TRETED WOOD NILERS TTHED TO WOOD OUTLOOKERS, " FIER EMENT ORD TRIM ND SELNT, T TOP OF WLL RIM JOIST, RE: STRUT x WOOD OUTLOOKER RE: STRUT FIER EMENT ORD SIDING, STEEL EM ND OLUMN, RE: STRUT PREFINISHED SHEET MTL FLSHING ND SELNT, PRIMED ND PINTED STEEL HNNELS T OVERHD DOOR HED ND JMS, RE: STRUT GRGE DOOR HED DETIL SLE: /" = '0" RIDGE DETIL SLE: /" = '0" EVE DETIL SLE: /" = '0" copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted FIER EMENT ORD SIDING, ' 0" TO STRUT 0' 0" SPHLT SHINGLE ROOFING, IR VENT RIGID INSULTION PREFINISHED SHEET MTL FLSHING ND SELNT, x TRETED WOOD NILER /" OS SHETHING " ND " FIER EMENT ORD FSI KER ROD ND SELNT x OUTLOOKERS, RE: STRUT EXPOSED T INTERIOR EILING DOMED TOP, " TLL " DI STEEL PIPE OLLRDS WITH ON FILL, STEEL HNNEL T JMS RE: STRUT, PRIMED ND PINTED PREFINISHED LUM DOWNSPOUT EYOND, ROUTE TO EITHER SIDE OF OLLRD S NEEDED SURFE DISHRGE WY FROM UILDING STEEL HNNEL T JMS RE: STRUT, PRIMED ND PINTED SELNT T SE OF STEEL HNNEL, ON FOUNDTION WLL, RE: STRU ONRETE PRON, SEGMENTED INSULTED OVERHED DOOR ND TRK, PREFINISHED SELNT T SE SHETHING LYERS ND ONRETE SETM WLL, FOM SILL SEL, ON FOUNDTION ND FLOOR SL RE: STRU /"/" /" /"/" ' 0" SELNT, PREFINISHED SHEET METL FLSHING T OTTOM OF SIDING PER SIDING MNUFTURER'S REOMMENDTIONS " FIER EMENT ORD TRIM T SKIRT, RUER FLEXILE FLSHING T WLL SE, EXVTE MIN '0" ELOW FLOOR SL ELEVTION OVER ENTIRE UILDING RE STILIZE EXISTING SOILS PER THE REOMMENDTION OF TERRON GEOTEHNIL ENGINEERS UPON INSPETION OF EXVTED SITE ONRETE PRON, TO STEM WLL 00'" 00' 0" WHET RIDGE STORGE UILDING DTE 0 WEST VE WHET RIDGE, O ITY OF WHET RIDGE DES 000 PRELIM Ds 00 ON DOS y:uthor EMENT ORD SOFFIT OVER TRETED WOOD NILERS TTHED TO WOOD OUTLOOKERS, TO STEM WLL 00'" " FIER EMENT ORD TRIM ND SELNT, T TOP OF WLL 00' 0" /"/" /" /"/" REFER TO STRU FOR OLLRD FOUNDTION DETIL, 9//0 9:: M TYPIL RKE DETIL SLE: /" = '0" FIER EMENT ORD SIDING, WOOD ROOF JOIST, RE: STRUT SLE: /" = '0" ' 0" GRGE DOOR SILL ND OLLRD DETIL EXVTE MIN '0" ELOW FLOOR SL ELEVTION OVER ENTIRE UILDING RE STILIZE EXISTING SOILS PER THE REOMMENDTION OF TERRON GEOTEHNIL ENGINEERS UPON INSPETION OF EXVTED SITE TYPIL FOUNDTION DETIL SLE: /" = '0" DETILS

9 S9999 ' 0" OUTLINE OF '0" WIDE ON PRON ROUND FULL UILDING PERIMETER " TLL " DI STEEL PIPE OLLRD WITH ON FILL, ' 0" FIER EMENT ORD SIDING, /"/" /L STUDS /" " FIER EMENT ORD TRIM T ORNERS, /" /L STUDS OS SHETHING TO '0" FF, RE: WLL TYPES TRETED WOOD ORNERS, SELNT, copyright 0 Intergroup, Inc and may not be duplicated, consent of the rchitect Infringements will be prosecuted SELED ON FLOOR T UILDING INTERIOR, OUTSIDE ORNER DTL SLE: /" = '0" OUTLINE OF '0" WIDE ON PRON ROUND FULL UILDING PERIMETER " TLL " DI STEEL PIPE OLLRD WITH ON FILL, FIER EMENT ORD SIDING ND " TRIM, SELNT OTH SIDES, STEEL HNNEL, PRIMED ND PINTED, RE: STRUT /"/ " ' 0" ' 0" ' 0" ' 0" STEEL OLUMN, RE: STRU 9 /" WHET RIDGE STORGE UILDING 0 WEST VE WHET RIDGE, O ITY OF WHET RIDGE y:wl DOOR ND FRME, RE: SHEDULE FIER EMENT ORD SIDING " FIER EMENT ORD TRIM ONT TRIM OVER WOOD LOKING ND ON UR T DOOR JMS, " LYER RIGID INSULTION ETWEEN STEEL HNNEL ND MTL STUD SELNT OTH SIDES, SLOPE SLOPE /" /" DTE DES 000 PRELIM Ds 00 ON DOS 9//0 9:: M " FIER EMENT ORD TRIM T WLL SE TRETED WOOD LOKING ND SHIMS T DOOR JMS FOR FRME TTHMENT EDGE OF ON STEM WLL, (DSHED), RE: STRUT EXPOSED ONRETE STEM WLL KER ROD ND SELNT FLOOR LEVEL (VRIES) DOOR JM DETIL SLE: /" = '0" /" TO STEM WLL 0'" 00' 0" OS SHETHING TO '0" FF, RE: WLL TYPES " TLL " DI STEEL PIPE OLLRD WITH ON FILL, FORM RIKETS IN ON FLOOR SL ETWEEN OPENING T WEST WLL LOTIONS, OVERHED DOOR JM DTL SLE: /" = '0" /"/ " OVERHED DOOR ND TRK TTH DOOR TRK TO STEEL HNNEL T DOOR JMS, RE: STRUT FOR ONTROL JOIN LYOUT, DETILS

10 //0 ::0 PM Drawn y: uthor hecked y: hecker ROUGH RPENTRY NOTES ONTRTOR IS RESPONSILE TO DEQUTELY SHORE ND RE LL FLOOR ND ROOF FRMING ND WLLS DURING ONSTRUTION NILING: SHLL E PER FSTENING SHEDULE OF THE INTERNTIONL UILDING ODE FOR PREFRITED ONNETORS USE LL FSTENERS S PRESRIED Y THE MNUFTURER LL POST ND JMS RE TO E LOKED SOLID WITH THE SME NUMER OF PIEES S THE POST OF JM WITHIN THE FLOOR SPE LOKING IS TO LIGN WITH POST OR JMS SPEIES ND GRDES SHOWN IN SHEDULE RE THE MINIMUM EPTLE ETTER GRDES MY E SUSTITUTED PRESSURE TRETED WOOD TO E USED WHEN EXPOSED TO WETHER OR IN ONTT WITH ONRETE OR MSONRY WOOD STRUTURL PNELS TO E P RTED ND EXPOSURE PNELS TO E MNUFTURED PER US DEP OF OMMERE PRODUT STNDRDS PS OR PS WOOD MTERIL SHEDULE MEMERS JOIST, RFTERS, HEDERS, EMS STUDS, ERING WLL SILL ND TOP PLTES MIROLLM TIMERSTRND ND ORD ROOF SHETHING FLOOR SHETHING OLTS ND THREDED RODS MTERIL SPEIFITION No DF/L HEMFIR HEMFIR Fb = 00 PSI E = 9 x 0 E PSI Fb = 00 PSI E = x 0 E PSI /" (NOMINL) RTED / /" (NOMINL) RTED / T&G STM 0 (MIN) TYPIL LIGHT GUGE MTERIL SPEIFITION (UNO) LIGHT GUGE MTERIL SPEIFITION GUGE MEMERS ND LIGHTER STM, GRDE GUGE MEMERS ND HEVIER STM, GRDE 0 TYPIL LIGHT GUGE ONNETIONS (UNO) GUGE MEMERS ND LIGHTER #0 SELFTPPING SREWS GUGE MEMERS ND HEVIER # SELFTPPING SREWS / WELD TYPIL WLL FRMING MEMERS (UNO) WLL STUDS SPING OTTOM TRK TOP TRK 00S "oc 00T 00T TYPIL HEDER SIZES (UNO) SPN HEDER MEMERS JM STUDS UP TO '0" '0" TO '0" '0" TO '0" '0" & GRETER LIGHT GUGE STEEL NOTES SPLIES IN XILLY LODED STUDS SHLL NOT E PERMITTED LL ONNETIONS SHLL E MDE PER THE MNUFTURER'S REOMMENDTIONS ND DEQUTE PER THE TYPE, SIZE, ND NUMER OF MEMERS EING ONNETED STUDS SHLL E PLUMED, LIGNED, ND SEURELY TTHED TO THE FLNGE OR WES OF OTH UPPER ND LOWER TRKS (PROVIDE FULL ERING GINST THE INSIDE OF THE TRK WE, /" MX GP) PROVIDE ONTINUOUS RIDGING T "oc MXIUMUM PROVIDE ND DDITIONL ROW OF RIDGING " FROM NY LIPS WLL STUD RIDGING SHLL E TTHED PER THE MNUFTURER'S REOMMENDTIONS PPLIED MTERILS SHLL NOT E ONSIDERED TO RE THE MEMERS OTTOM TRK TO E TTHED TO SUPPORTING STRUTURE WITH MINIMUM OF () 0 PF T "oc UNLESS NOTED OTHERWISE IN FRMING DETILS STITH WELD JM STUDS WITH /" x " FILLET WELD T "oc MIN EH SIDE OF STUD PROVIDE () STIFF LIP HE(H) HEDER LIPS WITH / SREW PTTERN T EH END OF OX HEDERS GRETER THN '0" LONG LL STUDS GLVNIZED WITH MINIMUM G0 OTING LIGHT GUGE SHEDULE NOTES: HEDER SIZES OVE RE TO E USED UNLESS NOTED ON PLN OTHERWISE OX EM HEDER DIGRM PROVIDE MIN OF () #0 TEK SREWS T "oc INTO EH DJOINING HEDER MEMER (NOT SHOWN) REFER TO PLN ND WLL SETIONS FOR NY RING REQUIREMENTS STEEL NOTES LL STRUTURL STEEL TO E FRITED ND ERETED IN ORDNE WITH IS "ODE OF STNDRD PRTIE FOR STEEL UILDINGS ND RIDGES" OLTED ONNETIONS: LL OLTED ONNETIONS SHLL E SNUGTIGHT IN ORDNE WITH THE "SPEIFITION FOR STRUTURL JOINTS USING STM OR 90 OLTS" PULISHED Y THE RESERH OUNIL ON STRUTURL ONNETIONS WELDED ONNETIONS: LL WELDING SHLL E IN ORDNE WITH THE "STRUTURL WELDING SOIETY ODE" (WS D9) PULISHED Y THE MERIN WELDING SOIETY ELETRODES FOR WELDING SHLL OMPLY WITH THE REQUIREMENTS OF TLE OF (WS D9) LL WELDING TO E DONE Y QULIFIED WELDERS ONFORMING TO THE MERIN WELDING SOIETY STNDRDS SPLIING OF STEEL MEMERS, UNLESS SHOWN ON THE DRWINGS, IS PROHIITED WITHOUT THE WRITTEN PPROVL OF THE ENGINEER HNGES IN SIZE OR POSITION OF THE STRUTURL ELEMENTS, ND HOLES, SLOTS, UTS, ET THROUGH NY MEMER, RE NOT PERMITTED UNLESS THEY RE DETILED ON THE PPROVED SHOP DRWINGS NO FINL OLTING OR WELDING SHLL E MDE UNTIL S MUH OF THE STRUTURE S WILL E STIFFENED THEREY HS EEN PROPERLY LIGNED FRITE LL EMS WITH THE MILL MER UP UNO LL OLUMN SE PLTES SHLL E SOLIDLY GROUTED WITH NON SHRINK GROUT UNDER THE ENTIRE SE PLTE RE GROUT SHLL HVE MINIMUM OMPRESSIVE STRENGTH OF 000 DYS 9 LL VISILE WELDED ONNETIONS ON RHITETURL ELEMENTS TO E GROUND SMOOTH DO NOT REDUE THROT SIZE OF WELD 0 THE FRITOR SHLL E RESPONSILE FOR THE DESIGN ND PERFORMNE OF LL ONNETIONS NOT FULLY DESIGNED OR DETILED ON THE ONTRT DOUMENTS FRITOR IS TO FURNISH RHITET/ ENGINEER WITH SHOP DRWINGS FOR PPROVL STEEL MEMERS ON THE EXTERIOR OF THE UILDING OR EXPOSED TO SOIL MUST E, T MINIMUM, PROPERLY PRIMED WITH RUST INHIITING PRIMER ND PINTED STEEL MEMERS OMPLETELY ENLOSED IN UILDING ENVELOPE DO NOT REQUIRE PRIMER OR PINT, UNO REFER TO RHITETURL DOUMENTS FOR DDITIONL REQUIREMENTS OF EXPOSED STEEL STEEL MTERIL SHEDULE STEEL MEMERS WIDE FLNGE SHPES (W) HNNELS (), NGLES (L) PLTES HOLLOW STRUTURL SHPES (HSS) HIGH STRENGTH OLTS NHOR OLTS (HEXHED UNO) EPOXY OLTS DHESIVE IN ONRETE DHESIVE IN MSONRY EXPNSION OLTS V: () 00S V: () 00S V: () 00S (0 ksi) H: () 00T + () 00S REFER TO PLN () 00S () 00S () 00S () 00S TYPIL WLL STUDS REFER TO SHEDULE ND DETILS () K TO K TRKS (USE TOP TRK) VERTIL MEMERS REFER TO SHEDULE MIN () OTTOM TRK (USE TOP TRK) HORIZONTL MEMERS REFER TO SHEDULE MTERIL STM 99 STM STM STM 00, GRDE STM STM F ( ksi) STM HILTI HITHY 00 (OR HITHY 0) HILTI HITHY 0 HILTI KWIK OLT III FOUNDTION NOTES ONTRTOR SHLL E FULLY FMILIR WITH LL SPETS OF THE SOILS REPORT EFORE EGINNING ONSTRUTION ONTRTOR SHLL USE THE SOILS REPORT FOR SPEIFITIONS ND DETILS FOR PLEMENT OF PERIMETER DRINS, UNDERSL DRINS, ND NY OTHER SOILS RELTED ITEMS LL FOUNDTIONS TO ER ON ORIGINL, UNDISTURED SOIL OR FILL OMPTED ND TESTED TO ONFORM TO THE REOMMENDTIONS OF THE GEOTEHNIL ENGINEER LL FOOTING EXVTIONS TO E PPROVED Y GEOTEHNIL ENGINEER PRIOR TO PLING ONRETE LL FOOTINGS SHLL EXTEND ELOW FROST DEPTH, REFER TO DESIGN INFORMTION R SIZE # # # # # #9 #0 # R SIZE # # # # # #9 #0 # RER SHEDULE TYPIL REINFORING STEEL SPEIFITIONS (UNO) STEEL SPEIFITION STM, GRDE 0 STM, GRDE 0 STM DEVELOPMENT LENGTHS Ld f'c = 000 PSI f'c = 000 PSI STD Ld LSS R STD Ld LSS TOP TOP SIZE TOP TOP " 9" 0" " # " " " " " " " " # " " " " " " " " # 9" " " 9" " " " " # " " " " " " " 9" # " " " " " " " 0" #9 " 0" " 9" 9" 90" 90" " #0 0" " " 0" " 9" 99" " # " " " " REINFORING STEEL # ND SMLLER # ND LRGER WELDED WIRE FRI STNDRD HOOKS f'c = 000 PSI f'c = 000 PSI Ldh HOOK DIMENSIONS R HOOK DIMENSIONS Ldh "" "" "" SIZE "" "" "" " /" " " # " /" " " 0" /" /" /" # 9" /" /" /" " " 9" " # 0" " 9" " " /" 0 /" /" # " /" 0 /" /" " " " " # " " " " " /" /" /" #9 " /" /" /" 0" " " /" #0 " " " /" " /" /" /" # 9" /" /" /" 0 DEGREE HOOK 90 DEGREE HOOK RITIL SETION Db Ldh ONRETE NOTES LL ONRETE ONSTRUTION TO ONFORM TO I "UILDING ODE REQUIREMENTS FOR REINFORED ONRETE" I (MOST REENT EDITION) ND I "SPEIFITIONS FOR STRUTURL ONRETE FOR UILDINGS" I 0, UNLESS NOTED OTHERWISE ONTRTOR TO HIRE TESTING LORTORY TO TKE ONRETE YLINDER TEST TKE FIVE () YLINDERS EH SMPLE, TEST TWO () T SEVEN () DYS, ND TWO () T, ND HOLD ONE IN RESERVE UNTIL PROJET IS OMPLETED TESTING LORTORY IS TO FURNISH RHITET/ENGINEER WITH TEST RESULTS PROMPTLY FREQUENY OF TESTING IS TO E IN ORDNE WITH I : ONE EH DY GIVEN LSS IS PLED, NOR LESS THN ONE FOR EH 0 UI YDS OF EH LSS PLED EH DY NOR LESS THN ONE FOR EH 000 SQ/FT OF SL WLL OR SURFE RE PLED EH DY LL REINFORING STEEL TO E DETILED IN ORDNE WITH I "MNUL OF STNDRD PRTIE FOR DETILING REINFORED ONRETE STRUTURES" REINFORING SHLL E ONTINUOUS WHEREVER POSSILE SPLIES ND LPS TO ONFORM TO I REFER TO RER SHEDULE PROVIDE " LP T LL WELDED WIRE FRI JOINTS DOWELS IN FOOTING, WLLS, ND DRILLED PIERS MUST E IN POSITION EFORE PLING ONRETE WHENEVER POSSILE PROVIDE () # RS EH SIDE OF OPENINGS '0" OR LRGER IN SLS ND WLLS UNLESS OTHERWISE LLED FOR ON STRUTURL PLNS PROVIDE ORNER RS TO MTH LL HORIZONTL RS IN WLL REFER TO DETIL ELOW ORNER R DIGRM Ld Ld ONT TOP ND OTTOM RS MINIMUM STRUTURL ONRETE OVER FORMED SURFES EXPOSED TO GROUND OR WETHER UNFORMED SURFE IN ONTT WITH THE GROUND WLLS ND SLS NOT EXPOSED TO GROUND OR WETHER INTERIOR EMS ND OLUMNS (TO TIES OF STIRRUPS) ONRETE USE RITIL SETION USE THE OVE TLE UNLESS NOTED OTHERWISE ON PLNS OR DETILS MSONRY f'm = 00 PSI R HOOK DIMENSIONS Ld Ldh SIZE "" "" "" # " /" /" " " # " /" /" /" /" # 0" /" " 9" " # " 9 /" /" 0 /" /" # " /" " " " Ld ONRETE SHEDULE DY STRENGTH EMENT TYPE W/ RTIO Ld: LSS TENSION SPLIE RE: SHEDULE 9 UNLESS OTHERWISE SHOWN IN THE RHITETURL DRWINGS, PROVIDE /" HMFERS T THE EDGES THT RE EXPOSED TO VIEW IN THE FINISHED STRUTURE 0 REFER TO RHITETURL DRWINGS FOR DOOR ND WINDOW OPENINGS, DRIP SLOTS, REGLETS, MSONRY, NHORS, RIK LEDGE ELEVTIONS ND FOR MISELLNEOUS EMEDDED PLTES, OLTS, NHORS, NGLES, ET REFER TO RHITETURL DRWINGS FOR ONRETE FINISHES WHERE FINISH IS NOT SPEIFIED, ONFORM TO REQUIREMENTS OF I 0 REFER TO MEHNIL, PLUMING, ND ELETRIL DRWINGS FOR DRINS, SLEEVES, OUTLET OXES, ONDUIT, NHORS, ET THE VRIOUS TRDES RE RESPONSILE FOR PLING THEIR ITEMS REFER TO MEHNIL DRWINGS FOR HOUSEKEEPING PDS ND INERTI SES T MEHNIL EQUIPMENT FOUNDTION WLLS INTERIOR SLS SLUMP LIMIT (in) Db Ldh % IR ENTRINED OVER " " " /" 000 psi N/ 0 (MX) 000 psi N/ 0 (MX) " (+/") % MX 000 psi N/ 00 (MX) " (+/") % MX FOOTINGS/PIERS " (+/") % MX DESIGN INFORMTION SHEDULE UILDING ODE: 0 INTERNTIONL UILDING ODE S DOPTED ND/OR MENDED Y LOL UILDING ODES SOILS INFORMTION: SOILS ENGINEER REPORT NO REPORT DTE FROST DEPTH SOIL ERING PRESSURE WIND DESIGN INFORMTION: SI WIND SPEED ( SEOND GUST), V WIND EXPOSURE TEGORY OUPNY TEGORY INTERNL PRESSURE OEFFIIENT, Gpi DIRETIONLITY FTOR, Kd VELOITY PRESSURE OEFFIIENT, Kh TOPOGRPHIL FTOR, Kzt EDGE REGION, a VELOITY PRESSURE, qz OMPONENTS ND LDDING LODS ROOF ZONE ROOF ZONE ROOF ZONE WLL ZONE WLL ZONE SEISMI DESIGN INFORMTION: SEISMI NLYSIS PROEDURE SPETRL RESPONSE OEFFIIENTS SEISMI RISK TEGORY SITE LSS (PER SOILS REPORT) SEISMI RESISTING SYSTEM DESIGN SPETRL RESPONSE ELERTIONS RESPONSE MODIFITION, R DEFLETION MPLIFITION FTOR, d OVERSTRENGTH FTOR, Ω SEISMI RESPONSE OEFFIIENT, s SEISMI DESIGN TEGORY SEISMI SE SHER, V ROOF LODING INFORMTION: ROOF DED LOD ROOF LIVE LOD SNOW LODING INFORMTION: GROUND SNOW LOD, Pg ROOF SNOW LOD, Pr GENERL NOTES THESE DRWINGS RE INTENDED TO E USED WITH RHITETURL ND MEHNIL DRWINGS ONTRTOR IS RESPONSILE FOR OORDINTING SUH REQUIREMENTS INTO THEIR SHOP DRWINGS ND WORK NO OPENING SHLL E MDE IN NY STRUTURL MEMER WITHOUT THE WRITTEN PPROVL OF THE ENGINEER NO HNGE IN SIZE OR DIMENSION OF STRUTURL MEMERS SHLL E MDE WITHOUT THE WRITTEN PPROVL OF THE ENGINEER OPENINGS IN SL OF '" ND LESS ON SIDE RE GENERLLY NOT SHOWN ON THE STRUTURL DRWINGS REFER TO RHITETURL ND MEHNIL DRWINGS FOR SUH OPENINGS THE ONTRTOR IS RESPONSILE FOR LIMITING THE MOUNT OF ONSTRUTION LOD IMPOSED UPON STRUTURL FRMING ONSTRUTION LODS SHLL NOT EXEED THE DESIGN PITY OF THE FRMING T THE TIME THE LODS RE IMPOSED THE STRUTURE IS DESIGNED TO FUNTION S UNIT UPON OMPLETION THE ONTRTOR IS RESPONSILE FOR FURNISHING LL TEMPORRY RING ND/OR SUPPORT THT MY E REQUIRED S THE RESULT OF THE ONTRTOR'S ONSTRUTION METHODS ND/OR SEQUENES UNLESS OTHERWISE NOTED, FIREPROOFING METHODS ND MTERILS FOR STRUTURL MEMERS RE NOT SHOWN ON STRUTURL DRWINGS REFER TO RHITETURL DRWINGS ND SPEIFITIONS FOR FIRE RTING REQUIREMENTS, FIRE PROOFING METHODS ND MTERILS DO NOT SLE THESE DRWINGS, USE DIMENSIONS 9 THE ONTRTOR SHLL INFORM THE RHITET/ENGINEER OF NY DEVITION FROM THE ONTRT DOUMENTS THE ONTRTOR SHLL NOT E RELIEVED OF THE RESPONSIILITY FOR SUH DEVITION Y THE RHITET/ENGINEER'S PPROVL OF SHOP DRWINGS, PRODUT DT, ET, UNLESS HE HS SPEIFILLY INFORMED THE RHITET/ENGINEER OF SUH DEVITION T THE TIME OF SUMISSION, ND THE RHITET/ ENGINEER HS GIVEN WRITTEN PPROVL TO THE SPEIFI DEVITION 0 LL THINGS WHIH, IN THE OPINION OF THE ONTRTOR, PPER TO E DEFIIENIES, OMISSIONS, ONTRDITIONS, E ROUGHT TO THE TTENTION OF THE RHITET/ENGINEER PLNS ND/OR SPEIFITIONS WILL E ORRETED, OR WRITTEN INTERPRETTION OF THE LLEGED DEFIIENY, OMISSION, ONTRDITION OR MIGUITY WILL E MDE Y THE RHITET/ENGINEER EFORE THE FFETED WORK PROEEDS ONTRTOR TO NOTIFY PEX ENGINEERS, IN T LEST HOURS IN DVNE OF NY ONRETE POUR SPEIL INSPETIONS RE REQUIRED IN ORDNE WITH THE INTERNTIONL UILDING ODE ND THE SPEIFITIONS OF THIS PROJET PER SPEIL INSPETION TLE THIS SHEET SPEIL INSPETION TSK psf WIND LOD DIGRM NOTES: POSITIVE LODS T INWRD ND DOWN NEGTIVE LODS T OUTWRD ND UP LODS HVE NOT EEN FTORED TERRON SHEET LIST FREQUENY ONT PER SHEET NUMER SHEET NME S0 GENERL NOTES S0 FOUNDTION ND ROOF FRMING PLNS S0 WLL SETIONS Sa FOUNDTION DETILS Sb RETIL ROOF DETILS Sc TUE STEEL ONNETION DETILS ODE REFERENE STRUTURL STEEL 0 FIELD WELDING OF STRUTURL STEEL FIELD OLTING OF STRUTURL STEEL STEEL FRMING INSPETION REINFORED ONRETE 0 PLING OF REINFORING STEEL PLING OF ONRETE SOILS 0 VERIFITION OF SOILS EXVTION OF SOILS "a" JULY 0, 0 0 ' 0" MX = 00 psf 0 mph II +/ ' 0" psf POSITIVE (+) NEGTIVE () 0 psf psf 0 psf 0 psf 0 psf psf psf psf psf EQUIVLENT LTERL FORE Ss = 09 S = 000 II D SDS = 00 SD = kip 0 psf 0 psf 0 psf 0 psf DS9 INTERGROUP R H I T E T S architecture planning & interiors copyright West Littleton lvd Littleton, olorado 00 P 0 F 09 wwwintergrouparchitectscom These plans and writtenmaterial are Instraments of service and the property of intergroup, inc and may not be duplicated, disclosed or reporduced without the written consent of the rchitect Infringements will be prosecuted WHET RIDGE STORGE UILDING DTE Date 0 LWRENE ST UNIT 9 DENVER, O 00 0 wwwapexengineerscom 0 West th venue Wheat Ridge, olorado DES REVIEW SET S0 GENERL NOTES

11 SLOPE " / '0" SLOPE " / '0" DS9 0' 0" 0' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" ' 0" HSSXX/ S0 TOS = ' 9 /" TOS = ' 9 /" TOS = ' 9 /" TOS = ' 9 /" HSSXX/ S0 HSSXX/ M9x9 JM EH SIDE OF GRGE DOOR OPENING, ' 0" ' 0" M9x9 (ELOW) M9x9 (ELOW) M9x9 (ELOW) M9x9 (ELOW) HSS9XX/ HSS9XX/ HSS9XX/ HSS9XX/ HSSXX/ ase Plate : /P:00' /" S0 ase Plate : /P:00' /" S0 ase Plate : /P:00' /" EMED PL# ase Plate : /P:00' /" ' " ase Plate : /P:00' /" INTERGROUP R H I T E T S 0' 0" TJI 0's T " oc HSSXX/ S0 ' " T: 00' " : 9' 0" EMED PL# EMED PL# M9x9 JM HNNEL EH SIDE OF GRGE DOOR OPENING SEPLTE TYPE = EMED PL# SHDED WLL INDITES LOTION OF SL POUROVER PROVIDE # SL DOWELS PER WLL SETIONS HOLD TOP OF WLL DOWN TO ELEV 99'" T LL MN DOOR LOTIONS ND ELEV 9'" T LL GRGE DOOR LOTIONS RE:RH DWGS FOR LOTIONS ND WIDTHS EMED PL# 0' 0" S0 architecture planning & interiors 000 West Littleton lvd Littleton, olorado 00 P 0 F 09 wwwintergrouparchitectscom 0' 0" x OUTRIGGERS T " oc HSSXX/ ' " HSSXX/ WX TOS = 0' 0" WX (SPN + NT) TOS = 0' 0" S0 HSSXX/ x OUTRIGGERS T " oc ase Plate : /P:00' /" T: 9' 0" : 9' " /P:99' /" ase Plate : T: 99' 0" : 9' 0" DIMOND SHPED LOSURE POUR TO E PLED FTER SL HS URED /P:00' /" ase Plate : T: 9' 0" : 9' " 0' 0" copyright 0 These plans and writtenmaterial are Instraments of service and the property of intergroup, inc and may not be duplicated, disclosed or reporduced without the written consent of the rchitect Infringements will be prosecuted TJI 0's T " oc S0 0' 0" S0 0' 0" 0 LWRENE ST UNIT 9 DENVER, O 00 0 wwwapexengineerscom INDITES SIMPSON HTT HOLDDOWN WITH /" DI LL THRED OLT EMEDDED INTO FOUNDTION USING SIMPSON SET XP EPOXY FSTEN HOLDDOWN TO DL STUD WITH () #0 TEK SREWS () PLES ' " ' 0" //0 ::0 PM Drawn y: uthor hecked y: hecker MRK S SHER WLL SHEDULE PNEL TTHMENT REQUIREMENTS /" = '0" /" P RTED SHETHING ONE SIDE (EXTERIOR FE) SREW EDGES at "oc (MX) PROVIDE 0" DI XU PF T " oc IN OTTOM TRK TO FOUNDTION LTERNTING PINS EH SIDE OF ENTER OR /" DI NHOR OLT T " oc ENTERED ON TRK NOTES: TTH LL SHETHING WITH # SREWS (UNO) PROVIDE SIMPSON HOLDOWN T LOTIONS MRKED WITH " " PROVIDE LOKING T LL PNEL EDGES (UNO) LL EXT WLLS TO FOLLOW S PNEL TTHMENT REQUIREMENTS PROVIDE MIN () METL STUDS T EH END OF SHER WLL ROOF FRMING PLN S0 EMED PLTE SHEDULE ' 0" RE: P# Lxx/ x 0' /" EMED PL# WOOD ROOF DEK PNELS /" P RTED SHETHING, EXPOSURE, ID No0/0 TTHMENT 0d NILS PNEL EDGE NILING "oc LL OTHER EDGES "oc " NOTES: PROVIDE THREDED RODS WELDED TO TOP OF EMED PLTE FOR SEPLTE TTHEMENT RE: SEPLTE SHEDULE FOR THREDED ROD LOTIONS EMED PLTE TO HVE # x " LONG RER WELDED TO UNDERSIDE OF EMED PLTE T THREDED ROD LOTIONS ' 0" " ' 0" RE: P# Lxx/ x 0' /" EMED PL# " /" /" " SHPE /" /" /" /" /" /" SE PLTE SHEDULE /" SHPE SHPE D PLTE TYPE SHPE PLTE THIKNESS NHOR OLT SIZE D " /" /" /" /" /" /" /" E /" /" NOTES: PROVIDE /" FILLET WELD T OLUMN TO SE PLTE ONNETION SE PLTE TG SE PLTE LLOUT PLN OLUMN PLTE SHOWN FOR ORIENTTION SE PLTE: /P:00' /" /" /" SHPE /" /" /" /" /" /" /" OTTOM OF SE PLTE ELEVTION ENTERLINES OF OLUMN GRID/DIMENSION LINES /" /" /" SHPE E ' " ' 0" ' 0" /" 9 /" 9 /" /" " RE: P# Lxx/ w/ () /" DI NHOR OLTS FOUNDTION WLL PLN /" = '0" PD FOOTING SHEDULE MRK OUNT LENGTH WIDTH DEPTH REINFORING DOWELS VOLUME ' 0" ' 0" 0" () # E WY na 0 Y ' " ' " " () # E WY na 0 Y Grand total: 00 Y EMED " OLT DIMETER /" /" /" /" " S0 NHOR OLT SHEDULE HEXHED OLTS " EMED POST INSTLLED NHOR OLT EMED HEXHED POST INSTLLED " 9" " " " /" " " " " FOUNDTION PLN NOTES FLOOR ONSTRUTION: " ONRETE SLONGRDE REINFORED WITH # T " E WY ORx WxW WWF ON 0 MIL VPOR RRIER ON MIN " OF /" LEN, GRDED ROK TOP OF SL ELEVTION = 00' 0" (REFERENE ONLY) ONTROL JOINTS (/ SL DEPTH) T 0' 0" MX, OTH WYS (NOT SHOWN FOR LRITY, REFERENE TYPIL DETILS ON SHEET S0) SW UT OR TOOL INTO SL WHILE ONRETE IS STILL GREEN ONTRTOR TO FIELD VERIFY LL FOUNDTION ELEVTIONS & STEP FOUNDTION PER SITE ONDITIONS LL DIMENSIONS SHOWN RE TKEN FROM GRID LINES REFERENE RHITETURL DRWINGS FOR LL DIMENSIONS, EXTERIOR FINISHES ND DDITIONL NOTES SEE SHEET S0 FOR DDITIONL STRUTURL SPEIFITIONS SL JOINT DIGRM OND REKER (ONE SIDE) (OLD JOINT) #x" SMOOTH DOWEL at "oc (ONTROL JOINT) SWUT / SL DEPTH WHET RIDGE STORGE UILDING DTE Date 0 West th venue Wheat Ridge, olorado DES REVIEW SET S0 FOUNDTION ND ROOF FRMING PLNS

12 ' 0" ' 0" ' 0" ' 0" RE: RH ' 0" ' 0" RE: RH /" OS NILER FOR ROOFING NILER RIGID INSULTION RE: RH DS9 RE: RH FOR FSI DETIL RE: RH PROVIDE SIMPSON LUS FE MOUNT HNGER TO ROOF JOIST WITH SOLID WE LOKING RE": RH FOR FSI DETIL ' 0" ' 0" RE: RH FOR FSI DETIL SIMPSON LS0 T " oc TOERING WLL='" RE: RH FOR FSI DETIL SIMPSON LS0 T " oc TOERING WLL='" /" P RTED SHETHING " IJOIST RE: PLN SIMPSON LS0 T " oc TOERING WLL='" /" x " VERSLM RIM ORD ONT EVELED TOP ND OT TTH RIM TO JOIST WITH () d NIL T EH FLNGE ND T " oc T WE LOKING ONT x SREWED TO TOP TRK WITH () ROWS OF # T " oc LTERNTED TOWLL = 00'" TOSL = 00'0" RE: /S0 FOR ITEMS NOT REFERENED HERE /" ISO JOINT MTERIL SL ON GRDE REFER TO PLN NOTE TOERING WLL=VRIES x OUTLOOKERS T " oc PROVIDE SOLID LOKING ETWEEN OUTLOOKERS DL x TOP PL EXT FDE RE: RH 00S T "oc WLL STUDS /" P RTED WLL SHETHING TOWLL = 00'" TOSL = 00'0" LOKING PNELS ND HNGERS Y JOIST SUPPLIER T " oc, MIN TWO YS SIMPSON H HURRINE TIE T EH OUTLOOKER, 00T ONT TRK WITH () 0 PF T "oc /" ISO JOINT MTERIL SL ON GRDE REFER TO PLN NOTE /" x " VERSLM RIM ORD ONT EVELED TOP ND OT TTH RIM TO JOIST WITH () d NIL T EH FLNGE ND T " oc T WE LOKING ONT x SREWED TO TOP TRK WITH () ROWS OF # T " oc LTERNTED TO STEEL='9 /" EXT FDE RE: RH /" P RTED WLL SHETHING WLL STUDS NOT SHOWN FOR LRITY TOWLL = 00'" TOSL = 00'0" RE: /S0 FOR ITEMS NOT REFERENED HERE RE:/S0 FOR TOP OF OLUMN TO TOP PL ONN RE: /S0 FOR EM TO OLUMN ONN /" OS MINIMUM ON INTERIOR FE, UNO HSS EM ND OLUMN RE: PLN HNNEL EYOND FRMING GRGE DOOR OPENING EXTEND DOWN TO WITHIN /" OF SL ON GRDE /" SHIM ND GROUT /" ISO JOINT MTERIL SL ON GRDE REFER TO PLN NOTE /" x " VERSLM RIM ORD ONT EVELED TOP ND OT TTH RIM TO JOIST WITH () d NIL T EH FLNGE ND T " oc T WE LOKING ONT x SREWED TO TOP TRK WITH () ROWS OF # T " oc LTERNTED TO STEEL='9 /" EXT FDE RE: RH /" P RTED WLL SHETHING #x'0" RS T "oc T GRGE DOORS TO=RE: RH SLOPE RE: RH 0" / '0" SOLID LOK ONE SIDE OF WE IN EH JOIST x OUTLOOKER NILED TO ONE SIDE OF JOIST TOP HORD ND LOKING WITH () ROWS OF d NILS T " oc SIMPSON H HURRINE TIE T EH JOIST, ONT EVELED x NILER 00S STUDS T " oc HSS EM RE: PLN M9x9 MITER ORNER WITH HNNEL JMS PROVIDE /" THIK SHETHING FOR SHIM WHERE REQUIRED SL ON GRDE REFER TO PLN NOTE ' " #x T "oc ' 0" INTERGROUP R H I T E T S architecture planning & interiors 000 West Littleton lvd Littleton, olorado 00 P 0 F 09 wwwintergrouparchitectscom TOF=9'0" 0" ' " " FULL HEIGHT #x T "oc STD HOOK () # ONT TOP ND OTTOM () # ONT IN FOOTING TOF=9'0" 0" ' " " FULL HEIGHT #x T "oc STD HOOK () # ONT TOP ND OTTOM () # ONT IN FOOTING TOF=9'0" 0" ' " " FULL HEIGHT #x T "oc STD HOOK () # ONT TOP ND OTTOM () # ONT IN FOOTING TOF=9'0" RE: RH 0" ' " " FULL HEIGHT #x T "oc STD HOOK () # ONT TOP ND OTTOM () # ONT IN FOOTING copyright 0 These plans and writtenmaterial are Instraments of service and the property of intergroup, inc and may not be duplicated, disclosed or reporduced without the written consent of the rchitect Infringements will be prosecuted " " " " " " " " " " " " ' " ' " ' " ' " S0 WLL SETION /" = '0" S0 WLL SETION /" = '0" S0 WLL SETION /" = '0" S0 WLL SETION /" = '0" 0 LWRENE ST UNIT 9 DENVER, O 00 0 wwwapexengineerscom /" SE PLTE WITH () /" THRU OLTS TUE OLUMN REFERENE PLN SHEET S0 //0 ::0 PM Drawn y: uthor hecked y: hecker /" STIFF PLTE NS & FS STEEL EM REFERENE PLN SHEET FRMING DETIL /" = '0" /" STIFF PLTE NS & FS STEEL EM REFERENE PLN SHEET /" SE PLTE WITH () /" THRU OLTS TUE OLUMN REFERENE PLN SHEET TUE STEEL OLUMN /" " /" " /" " Lxx/"x0'" SET NGLE TOP ND OTTOM S0 /" /" MX TUE STEEL EM /" /" TUE STEEL FRMING DETIL /" = '0" SIMPSON LSSUH0 SLOPELE FE MOUNT HNGER T RIDGE, EH JOIST /" P RTED ROOF SHETHING TOS=0'0" SOLID LOKING IN WE EH SIDE T END, S0 " DI STEEL OLLRD FILLED WITH ONRETE /" EXPNSION JOINT MTERIL EXT SL ON GRDE RE: IVIL PROVIDE FELT PPER OND REKER ETWEEN ONRETE POURS, " DI PIER REINF W/ () # VERT RS ND # TEIS T " oc f'c = 000 psi MIN (ONRETE STRENGTH) 0 S0 WLL SETION /" = '0" ' " OLLRD DETIL /" = '0" ONT x WITH EVELED TOP ONT x TTHED TO EM WITH () ROWS OF 0" DI XU PF's T " oc x ETWEEN LL ROOF RFTERS WITH SIMPSON Z LIP T EH END SOLID LOKING IN EM WE TTHED WITH () ROWS OF /" DI OLTS T " oc " DEEP IJOIST RE: PLN W EM RE: PLN " ' 0" RE: RH DOULE TOP PLTE RE: SETIONS /" STEEL OLUMN RE: PLN SE PLTE RE: SHEDULE /" SHIM ND GROUT TO SL=RE: PLN TOF=RE: PLN S0 9 S0 /" = '0" GL GL /" /" /" TYP ROOF FRMING DETIL RE: SHEDULE FOR SIZE ND REINFORING FOUNDTION DETIL /" = '0" " " /" " PLN VIEW /"x/"x" P PLTE W/ () SIMPSON SDS00 SREWS " " /" STEEL OLUMN RE: PLN SL ON GRDE RE: PLN WHET RIDGE STORGE UILDING DTE Date 0 West th venue Wheat Ridge, olorado DES REVIEW SET S0 WLL SETIONS

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