SND SNDU SCHED SCP SCD SECT SV SHV SHR SCR SISIM SD SC SPEC SB SF SS STD STOR SD STRUCT SUSP SYM SYMM

Size: px
Start display at page:

Download "SND SNDU SCHED SCP SCD SECT SV SHV SHR SCR SISIM SD SC SPEC SB SF SS STD STOR SD STRUCT SUSP SYM SYMM"

Transcription

1 POJCT LOCATIO LIST OF AWIG SHTS AV OCK GAL/LIF SAFT 8 Westpark rive Charlotte, C 87 BO HALL, FLOO VILCOM CICL CHAPL HILL, C 7 G00 GAL IFOMATIO G00 CO SUMMA ACHITCTUAL GAL ACHITCTUAL A0 FLOO PLA A0 FLCT CILIG PLA A0 POW PLA A70 FIISH PLAS & SCHUL 0 MOLITIO PLA T: 7060 F: w w w l i t t l e o n l i n e o m of Little iversified Arhitetural Consulting The reprodution, opying or other use of this drawing without their written onsent is prohibited and any infringement will be subjet to legal ation Little 009 PLUMBIG P00 SCO FLOO PLA PLUMBIG P00 PLUMBIG TAILS MCHAICAL M00 SCO FLOO PLA MCHAICAL M00 MCHAICAL SPCIFICATIOS LCTICAL ABBVIATIOS 00 SCO FLOO PLA POW 00 SCO FLOO PLA LIGHTIG 00 LCTICAL TAIL A ABBVIATIO ABOV FIISH FLOO ACCSS PAL ACCSSIBL ACOUSTIC ACOUSTICAL CILIG TIL ACOUSTICAL PAL CILIG ACOUSTICAL WALL TATMT AUM AITIOAL AJACT AJUSTABL AMIISTATIO AGGGAT AI COITIO ALLOWAC ALTAT ALUMIUM AMICAS WITH ISABILITIS ACT AMOUT AOIZ () APPOV APPOIMAT ACHITCT ACHITCT/GI ACHITCT'S SUPPLMTAL ISTUCTIO ASPHALT ASSOCIATIO ATTACH (MT) ATTTIO AUIO VISUAL AUTOMATIC AUILIA AVU AVAG B BACKBOA BACKGOU BACKIG BALAC BALCO BASMT BAM BAM, STAA BAM, WI FLAG BAIG BAIG PLAT BLOW BLOW CILIG BLOW FIISH FLOO BITUMIOUS BLAKT BOA BOTTOM BOTTOM OF STL BOUA BUILIG BUILIG PAP BUILT-UP BUILT-UP OOFIG BULKHA BULLTI BOA BULLOS BUTT WL C CABIT CALCULAT CALK JOIT CATILV CAPT CAS OPIG CASWOK CAST COCT CAST-I-PLAC CAST IO PIP CAST STO CILIG CILIG HIGHT CT CT LI CT TO CT CAMIC TIL CAMIC TIL BAS CAMIC TIL FLOO CHALKBOA CHMICAL CABIT CICL CI ABBV AFF ACS PL ACC ACST ACT APC AWT AM AL AJ AJ AMI AGG A/C ALLOW ALT ALUM AA AMT AO APP APPO ACH A/ ASI ASPH ASS ATCH ATT AV AUTO AU AV AVG BKB BKG BKG BAL BALC BSMT BM S BM WF BM BG BG PL BLW BLW CLG BFF BITUM BLKT B BOT BOS B BLG BP BU BU BLKH BB B BT WL CAB CALC CLKJ CATIL CPT CO CW C COC CIP CIP CS CLG CLG HT CT CL C TO C CT CTB CTF CH B CC CI C (ont) CLAIG CLASS CLASSIFICATIO CLASSOOM CLA CLOST COAT HOOK COL-FOM MTAL FAMIG COL OLL STL COLUM COLUM LI COMMUICATIO COCAL COCT COCT MASO UIT COCT SPLASH BLOCK COITIO COFC COTIU COTACT OCUMTS COTACTO COTACTO FUISH/OW ISTALL COTOL JOIT COOIAT CO CO BA CO GUA COSPO COIO COUT COUTFLASHIG COSS SCTIO CUTAI CUSTOIA CUBICL CUTAI TACK AMPPOOFIG P, PTH FIITIO G LT MOLITIO PATMT TAIL IAGOAL IAMT IMSIO ICTIO ISHWASH ISPS ISTAC OCUMT OO OO FAM OUBL OWSPOUT AWIG ACH ACH WA AST G OF SLAB LCTIC LCTIC WAT COOL LCTIC WAT HAT LCTICAL PAL (PALBOA) LMTA LVATIO LVATO MGC MGC SHOW TAC QUAL QUIPMT THL POPL I MOOM AMPL HAUST ISTIG ISTIG GA PASIO JOIT TIO TIO ISULATIO A FIISH SSTM WASH STATIO CLG CL CLASS CLM CL CLO CH CFMF CS COL CLL COMM CCL COC CMU CSB CO COF COT C COT CF/OI CJ COO C CB CG COS CO CT CFLG SCT CUT CUST CCT MPF F G L MO PT T IAG IA IM I W ISP IST OC F BL S WG A W OS LC WC WH P LM L LV M M SH T Q QUIP PM H IST ST G J T IFS WS F FABIC WALLCOVIG FACILIT FAC OF FAC OF CUB FAC OF FIISH FAC OF STU FAC OF WALL FT / FOOT FMAL FIB IFOC PLASTIC FIISH FIISH FLOO FIISH FLOO LVATIO FIISH GA FI ALAM FI BLAKT FI PT COCTIO FI TIGUISH FI TIGUISH CABIT FI HOS CABIT FI HOS ACK FI HAT FI SISTAT FI TAAT TAT WOO FI SPIKL HA FITU FLOO FLOO AI FLOOIG FLUOSCT FUITU FUITU, FITU A QUIPMT G GAG GALVAIZ GAL COTACTO GLASS FIB IFOC COCT GLASS FIB IFOC GPSUM GMASIUM GPSUM GPSUM BOA GPSUM WALLBOA H HA HAICAP HAAIL HABOA HAWA HAV UT HIGHT HIGH HOL OP HOLLOW MTAL HOIZOTAL HOS BIBB I ITIFICATIO ICLU IFOMATIO ISULATIO ITIO J JAITO CLOST JAITO'S SIK JUCTIO BO K KITCH KOCK OW L LABOATO LAMIAT LAU LAVATO LFT HA LFT HA VS LIBA LIGHTIG LIGHT WIGHT COCT LOCK LOUV M MACHI MAITAC MAUFACTU MAUFACTU MABL BAS MABL FLOO MAK MASO OPIG MATIAL MAIMUM FWC FACIL FO FOC FOF FOS FOW FT F FP FI FI FL FF FI G FA FB FC F FC FHC FH FH F FTW FSH FIT FLOO FL F FLG FLUO FU FF& GA GALV GC GFC GFG GM GP GP B GWB H HC HL HB HW H HT H HO HM HOZ HB I I ICL IFO IISUL IT J JC JS J-BO K KIT K L LAB LAM LAU LAV LH LH LIB LTG LWC LK LV M MACH MAIT MF MF MB MF MK MO MATL MA M (ont) MCHAICAL MICI CABIT MIUM MMBA WATPOOFIG MICOWAV MIL MILLWOK MIIMUM MIO MISCLLAOUS MOISTU SISTAT MOLIG MOITO MOP ACK MOP SIK MOP/BOOM HOL MOUT MOUTIG MULTIPL ATUAL OIS UCTIO COFFICIT OMIAL OTH OT APPLICABL OT I COTACT OT TO SCAL UMB MCH MC M MWP MW MI MLWK MI MMI MISC M MMLG MO MOP MS MBH MT MTG MULT AT C OM A IC TS O O OCCUPAT OCC OFFIC OFF O CT OC OPABL OP OPPOSIT HA OPH OPTIOAL OPT OIGI (AL) OIG OAMTAL O OVALL OA OVFLOW OOF AI O OVHA OH OW FUISH/ OF/CI COTACTO ISTALL P PAIT PAI PAL PAP TOWL ISPS PAP TOWL ISPS & CPTACL PAKIG PATIAL PATITIO PATT PAT PFOMAC PMAT PPICULA PLASTIC PLASTIC LAMIAT PLUMBIG PLWOO POLISH POCLAI PCAST COCT PFABICAT PPAATIO PSSU TAT PICIPAL POJCTIO SC Q QUATIT QUA TIL QUA TIL BAS QUAT AIUS CSS WAST CPTACL FC FLCT CILIG PLA FIGATO IFOC QUI STOOM IGHT HA IGHT HA VS OOF AI OOF HATCH OOF LA OOF TOP UIT OOM OUGH OPIG UBB BAS UBB TIL FLOO PT P PL PT PT PKG PAT PT PAT P PF PM PP PLAS PLAM PLBG PLW POL POC PCC PFAB PP PT PI PS QT QT QTB QT W F CP F IF Q ST H H H L TU M O B TF S SAITA APKI ISPS SAITA APKI ISPOSAL UIT SCHUL SCUPP SAT COV ISPS SCTIO SHT VIL SHLVIG SHOW SHOW CUTAI O SIMILA SOAP ISPS SOLI CO SPCIFICATIO SPLASH BLOCK SQUA FOOT (FT) STAILSS STL STAA STOAG STOM AI STUCTUAL SUSP SMBOL SMMTICAL T TABL OF COTT TACKBOA TLVISIO TMP GLASS TMPOA TAZZO THMOSTAT THICK (SS) THSHOL THOUGH TOILT PAP ISPS TOILT PAP HOL TOGU & GOOV TOP OF TOP OF BAM TOP OF MASO TOP OF PAAPT TOP OF STL TOP OF TUSS TOWL BA TA TU OTH TPICAL U UCUT ULSS OT OTHWIS UIAL V VAPO TA VAIS VIF I FIL VTICAL VSTIBUL VIL COMPOSITIO TIL VIL FAC ACOUSTICAL TIL VIL WALL COVIG W WALL COVIG WAT CLOST WAT COOL WAT HAT WATPOOFIG WATH SISTAT WP HOL WL WST WI WIOW WI MSH WI GLASS WITH WITHOUT WOO WOO BAS WOO BLOCKIG WOO FUIG STIPS WOKIG POIT S SU SCH SCP SC SCT SV SHV SH SC SISIM S SC SPC SB SF SS ST STO S STUCT SUSP SM SMM TOC TK B TV TG TMP T TSTAT THK THS THU TP TPH T&G TO TOB TOM TOP TOS TOT TB T T TP UC UO U V VA VIF VT VST VCT VFAT VWC WC WC WCL WH WP W WH WL W W WW WM WGL W/ W/O W WB WBL WFS WP FA00 SCO FLOO PLA FI ALAM ISSU FO ISSU AT 000 VISIOS O ASO AT POJCT TAM SMBOLS PICIPAL I CHAG OBT BISHOP POJCT MAAG TICIA MUA A0 TIO LVATIO MAK A0 TAIL MAK 00 AA 00 TU OTH OTH COLUM GI A GI BUBBLS OTH AOW A A0B VISIO TAG A CLOU WALL TAG OO TAG WIOW TAG CUTAI WALL TAG OOM AM 0 0 SF FLOO BAS WALL OOM AM OOM UMB OOM AA (when displayed) LAS /" AIAL TT AOW FILL 0 G OOM FIISH TAG P- FIISH TAG SIG TAM JIF SCH POJCT AM AV OCK BO HALL, FLOO VILCOM CICL CHAPL HILL, C 7 POJCT O SHT TITL GAL IFOMATIO A0 SCTIO MAK LVATIO ATUM POIT CT LI KOT 0'-0" AFF CILIG TAG A0 ITIO LVATIO MAK /A0 VIW FC TAG MATCH LI BAK LI SHT UMB G00

2 OS SIM STAI # UP OS COIO 0 JAITO OS 07 COIO 0 TLPHO LCTICAL 06 M'S TOILT 0 F F WOM'S TOILT 0 LV # LV # 00 OS LOBB OP TO BLOW MCH 00A STAI # UP BUILIG CO SUMMA ame of Projet: Address: Proposed Use: BUSISS Owner or Authorized Agent: Owned By: Code nforement Jurisdition: LA SIG POFSSIOAL: SIG A ITIO OF CO: ew Constrution FIM BASIC BUILIG ATA 0 APPI B FO ALL COMMCIAL POJCTS AV OCK VILCOM CICL, CHAPL HILL, C 7 CT Phone # City/County Private State City CHAPL HILL County State enovation (xisting Bldg) Little iversified Arhitetural Consulting AM LICS # PHO # -MAIL Arhitetural LITTL T BI 89 (99) 707 TBI@LITTLOLICOM Civil letrial CSHAW COSULTIG PAUL SZALASKI PAUL@renshawonsultingom Fire Alarm CSHAW COSULTIG PAUL SZALASKI PAUL@renshawonsultingom Plumbing CSHAW COSULTIG MMTT WILLIS MMTT@renshawonsultingom Mehanial CSHAW COSULTIG ATHA OMBLA ATHA@renshawonsultingom Sprinkler-Standpipe Strutural etaining walls over ' high Other 0 orth Carolina State Codes Addition Upfit Alteration eonstrution COSTUCT: (date) 000 OIGIAL US(S): (h): BUSISS POPOS US(S): (h) BUSISS - OVAT: (date) CUT US(S) (h): BUSISS - epair FI POTCTIO QUIMTS Life Safety Plan Sheet #, if provided BUILIG LMT Strutural Frame, inluding olumns, girders, trusses Bearing Walls xterior orth ast West South Interior onbearing walls and Partitions xterior orth ast West South Interior Floor Constrution inluding supporting beams and joists ** oof Constrution inluding supporting beams and joists FI SPAATIO ISTAC (FT) > 0' > 0' > 0' > 0' > 0' > 0' > 0' > 0' > 0' Q' (Tables 60 & 60) ATIG POVI (W/ * UCTIO) TAIL # A SHT # SIG # FO AT ASSMBL xisting xisting xisting xisting xisting xisting xisting xisting xisting xisting xisting xisting xisting ISTIG BUILIG /C G00 G00 xisting xisting C-AJ-0 xisting SIG # FO AT PTAT SIG # FO AT JOITS STUCTUAL SIG SIG LOAS: Classifiation of Building: Category/Use Group (I,II,III,IV) I Live Load: oof psf Atti psf Mezzanine psf Floor psf Snow Load: Flat-oof Load psf 0 Thermal Fator C t xposure Fator C e A Importane Fator I s Wind Load: Basi Speed mph (-seond gust, ASC 7-0 dition) xposure Category Importane Fator I w Internal Pressure Coeffiient Components & Cladding Wind Base Shears (for MWFS) V x Vy SISMIC SIG CATGO A Compliane with Setion 66 only? SISMIC SIG CATGO B, C & Provide the following Seismi esign Parameters: Importane Fator I Seismi Use Group Spetral esponse Aeleration Sms %g Sm %g Site Classifiation Basi Strutural System (hek one) Bearing Wall ual w/ Speial Moment Frame Building Frame ual w/ Intermediate /C or Speial Steel Moment Frame Inverted Pendulum Seismi Base Shear V = x V y= Analysis Proedure plified quivalent Lateral Fore Arhitetural, Mehanial, Components anhored? es o LATAL SIG COTOL: arthquake SOIL BAIG CAPACITIS: Field Test (provide opy of test report) psf Presumptive Bearing Capaity psf Pile size, type, and apaity o Change to Building Strutural esign es o ISTIG BUILIG Wind Modal 8 Westpark rive Charlotte, C 87 T: 7060 F: w w w l i t t l e o n l i n e o m of Little iversified Arhitetural Consulting The reprodution, opying or other use of this drawing without their written onsent is prohibited and any infringement will be subjet to legal ation Little 009 Shedule of Speial Inspetion Servies The following sheets omprise the required shedule of speial inspetions for this projet The onstrution divisions whih require speial inspetion for this projet are as follows: IT- IT- IT- IT- IT- IT-6 IT-7 IT-8 IT-9 IT-0 MA TAVL = 70' 9" o speial inspetions required for this projet Verifiation of Soils xavation and Fill Piling and rilling Piers Modular etaining Walls einfored Conrete Post-Tension Slab Pre-ast Conrete retion Pre-stressed Conrete Inspetion of Pre-ast Fabriators Inspetion of Strutural Steel Fabriators Chek the above boxes for the speial inspetion required for this projet and list below speifi speial inspetions required under Chapter 7 AA OF WOK IA= 87' - " / IA= 9' - " SIM 7' - 0" IT SPAATIO IT- IT- IT- IT- IT- IT-6 IT-7 IT-8 IT-9 ISTIG STUCTU Life Safety Plan Strutural Masonry Welding High Strength Bolts & Steel Framing Insp Sprayed Fire-esistane Materials xterior Insulation and Finish System Seismi esistane Smoke Control etention Basin Speial Cases 7' - " Speial inspetions required Building Key Plan Constrution Type: Sprinklers: o Standpipes: o Fire istrit: o Building Height: 6' Mezzanine: o High ise: o Compliant High ise: Gross Building Area (sq ft): FLOO 6th Floor th Floor th Floor rd Floor nd Floor Mezzanine st Floor Ground TOTAL ALLOWABL AA Primary Oupany: Assembly A- A- A- Business duation Fatory-Industrial F- High-Hazard H- H- H- H- Institutional I- I- I- I- I- Use Condition Merantile esidential Storage S- S- High-piled Utility and Misellaneous Parking Garage Open Speial Uses: Speial Provisions: Mixed Oupany: o es Separation: Hr xeption: on-separated Mixed Oupany (0) The required type of onstrution for the building shall be determined by applying the height and area limitations for eah of the appliable oupanies to the entire building The most restritive type of onstrution, so determined, shall apply to the entire building STO O Separated Mixed Oupany (0) - See below for area alulations For eah story, the area of the oupany shall be suh that the sum of the ratios of the atual floor area of eah use divided by the allowable floor area for eah use shall not exeed Atual Area of Oupany A Allowable Area of Oupany A Open spae area inreases from Setion 06 are omputed thus: a Perimeter whih fronts a publi way or open spae having 0 feet minimum with = (F) b Total Building Perimeter = (P) atio (F/P) = (F/P) d W = Minimum width of publi way = (W) e Perent of frontage inrease I = 00 [F/P f - 0] x W/0 = (%) The sprinkler inrease per Setion 06 is as follows: a Multi-story building I = 00 Sperent b Single story building I = 00 Sperent Unlimited area appliable under onditions of Setions Group B, F, M, S, A- &, (07, 07, 07, 07, 076); Group A motion piture (079); Malls (06); and H- airraft paint hangers (077) Maximum Building Area = total number of stories in the building but not greater that The maximum area of parking garages must omply with 06 The maximum area of air traffi ontrol towers must omply with ALLOWABL HIGHT Type of Constrution Building Hgt in Feet Building Hgt in Stories ISTIG 0 08 SCIPTIO A US I-A II-A III-A IV V-A I-B II-B III-B V-B Mixed Constrution: o es Types: es FPA FPA FPA es FPA -00 Class: I II III Wet ry es (Primary) Flood Hazard Area: o es (Primary) Feet es es Central eferene Sheet # (if provided) o es Feet (A) BLG AA P STO (ACTUAL) ALLOWABL (TABL 0) Stories W 08 ' + + = < _ 00 Type O/ UPFIT 08,78 Atual Area of Oupany B Allowable Area of Oupany B (B) TABL 0 AA ICAS FO SHOW O PLAS CO SPIKLS FC II-B Type II-B Feet=H+0'= Stories+= 08 FLOO ISTIG W th Floor th Floor th Floor th Floor 0th Floor 9th Floor 8th Floor 7th Floor Aessory Oupany: Assembly A- A- A- Business duation Fatory-Industrial F- High-Hazard H- H- H- H- Institutional I- I- I- I- I- Use Condition Merantile esidential Storage S- S- High-piled Utility and Misellaneous Parking Garage Open Inidental Uses:,78 ISTIG BUILIG Furnae room where any piee of equipment is over 00,000 Btu per hour input ooms with boilers where the largest piee of equipment is over psi and 0 horsepower efrigerant mahine room Hydrogen utoff rooms, not lassified as Group H Ininerator rooms Paint shops not lassified as Group H, loated in oupanies other than Group F Laboratories and voational shops, not lassified as Group H, loated in a Group or I- oupany Laundry rooms over 00 square feet Group I- ells equipped with padded surfaes Group I- waste and linen olletion rooms over 00 sqaure feet Waste and linen olletion rooms over 00 sqaure feet Stationary storage battery systems having a liquid eletrolyte apaity of more than 0 gallons, or a lithium-ion apaity of,000 pounds used for faility standby power of uninterrupted power supplies ooms ontaining fire pumps Group I- storage rooms over 00 square feet Group I- Commerial kithens Group I- launries equal to or less than 00 square feet Group I- rooms or spaes that ontain fuel-fired heating equipment ISTIG BUILIG 086 (C) AA FO OP SPAC ICAS 7 () AA FO SPIKL ICAS Feet Stories 087 ISTIG BUILIG = 6' _< ISTIG BUILIG ISTIG BUILIG A- F- H- - nlosed () ALLOWABL AA O ULIMIT TOTAL A- F- H- - nlosed O/ UPFIT A- epair (F) MAIMUM BUILIG AA A- epair Shafts - xit (S707) Shafts - Other (S707) Corridor Separation (T08) Oupany Separation (T0) Party/Fire Wall Separation Smoke Barrier Separation Tenant Separation (S07) * Indiate setion number permitting redution LIF SAFT SSTM QUIMTS mergeny Lighting: o es xit Signs: o es Fire Alarm: o es Smoke etetion Systems: o es Pani Hardware: o es IT QUIMTS UMB A AAGMT OF ITS FLOO, OOM O SPAC SIGATIO Corridor ead nds (Setion 06) Single xits (Table 08) Common Path of Travel (Setion 0) IT WITH See Table 00 to determine whether net or gross area is appliable See definition "Area, Gross" and "Area, et" (Setion 00) Minimum stairway width (Setion 009); min orridor width (Setion 06); min door width (Setion 008) Minimum width of exit passageway (Setion 00) See Setion 00 for onverging exits The loss of one means of egress shall not redue the available apaity to less than 0 perent of the total required (Setion 00) 6 Assembly Oupanies (Setion 0) PLUMBIG FITU QUIMTS ACCSSIBL PAKIG TOTAL US GOUP O SPAC SCIPTIO OCCUPAC LOT O PAKIG AA SPCIAL APPOVALS MIIMUM TAVL ISTAC AAGMT MAS OF UMB OF ITS, GSS (SCTIO 0) QUI SHOW ALLOWABL TAVL ACTUAL QUI ACTUAL Table O PLAS ISTAC TAVL ISTAC ISTAC 0 (TABL 06) ISTAC BTW SHOW O SHOW O IT OOS PLAS PLAS (a) (b) () IT WITH (in) WAT CLOSTS MAL FMAL MAL FMAL TUBS GULA ACCSSIBL TOTAL # OF PAKIG SPACS # OF ACCSSIBL SPACS POVI TOTAL # QUI H H UIALS POVI LAVATOIS GULA WITH ' ACCSS AISL Speial Approval: (Loal Jurisdition, epartment of Insurane, ICC, et, desribe below) LVL Business /A /A LIF SAFT PLA QUIMTS Life Safety Plan Sheet # LVL ISTIG QUI TOTAL G00 ** Ceiling panels are not a part of floor assembly 00' C = on Combustible = ot equired /A = ot Appliable S = Setion T = Table 70' - 9" 9' - " SHOWS/ VA SPACS W/ 8' ACCSS AISL 7'-0",,,,6 AA AA GSS WITH QUI WITH ACTUAL WITH sq ft P P OCCUPAT (Table 00) SHOW O PLAS OCCUPAT (Table 00) (a - b) x (Table 00) STAI LVL STAI LVL STAI LVL,78 xisting xisting 00 GOSS xisting xisting H H xisting xisting U8 U6 xisting xisting xisting xisting Fire and/or smoke rated wall loations (hapter 7) Assumed and real property line loations xterior wall opening area with respet to distane to assumed property lines (708) xisting strutures within 0' of the proposed building Oupany types for eah area as it relates to oupant load alulation (table 00) Oupant loads for eah area xit aess travel distanes (0 & 088) ead end lengths (08) lear exit widths for eah exit door Maximum alulated oupant load apaity eah exit door an aommodate based on egress width (00) Atual oupant load for eah exit door A seperate shemati plan indiating where fire rated floor/eiling and/or roof struture is provided for purposes of oupany separation Loation of doors with pani hardware (0080) Loation of doors with delayed egress loks and the amount of delay (00897) Loation of doors with eletromagneti egress loks (00898) Loation of doors equipped with hold-open devies Loation of emereny esape windows (09) The square footage of eah fire area (90) The square footage of eah smoke ompartment (07) ote any ode exeptions or table notes that may have been utilized regarding the items above G00 G00 U8 ISTIG BUILIG '-8" ISTIG BUILIG ISTIG BUILIG xisting xisting MI 6 MI IKIG FOUTAIS ACCSSIBL POVI xisting xisting G SUMMA G QUIMTS: The following data shall be onsidered minimum and any speial attribute required to meet the energy ode shall also be provided ah esigner shall furnish the required portions of the projet information for the plan data sheet If energy ost budget method, state the annual energy ost budget vs allowable annual energy ost budget THMAL VLOP MTHO OF COMPLIAC: Presriptive oof/eiling Assembly (eah assembly) xterior Walls (eah assembly) esription of assembly -Value of total assembly -Value of insulation - Openings (windows or doors with glazing) U-Value of assembly 6 solar heat gain oeffiient (SHGC) projetion fator (PF) low e required, if appliable oor -Value - Walls adjaent to unonditioned spae (eah assembly) esription of assembly -Value of total assembly -Value of insulation Openings (windows or doors with glazing) U-Value of assembly solar heat gain oeffiient (SHGC) projetion fator (PF) low e required, if appliable oor -Value Walls below grade (eah assembly) esription of assembly -Value of total assembly -Value of insulation Floors over unonditioned spae (eah assembly) esription of assembly -Value of total assembly -Value of insulation Floors slab on grade esription of assembly -Value of total assembly -Value of insulation Horizontal/vertial requirement slab heated LCTICAL SSTM A QUIPMT MTHO OF COMPLIAC: Presriptive Lighting shedule Lamp type required in fixture number of lamps in fixture ballast type used in the fixture number of ballasts in fixture total wattage per fixture total interior wattage speified vs allowed exterior soure minimum effiany speified vs allowed quipment shedules with motors motor horsepower number of phases minimum effiieny motor type # of poles MCHAICAL SSTMS, SVIC SSTMS A QUIPMT MTHO OF COMPLIAC: Presriptive Thermal Zone xterior design onditions winter dry bulb summer dry bulb Interior design onditions winter dry bulb summer dry bulb relative humidity Building heating load Building ooling load Mehanial Spaing Conditioning System List equipment effiienies Performane Unitary desription of unit heating effiieny ooling effiieny heat output of unit ooling output of unit boiler total boiler output, if oversized, state reason hiller total hiller apaity, if oversized, state reason Thermal Zone: quipment shedule with motors (mehanial systems) motor horsepower number of phases minimum effiieny motor type # of poles Performane esription of assembly S POT -Value of total assembly 06 -Value of insulation - Skylights in eah assembly A U-Value of skylight A total square footage of skylights in eah assembly S MCHAICAL AWIGS BICK V 06 8 o Change to Building nvelope nergy Cost Budget S LCTICAL AWIGS o Change to Building System nergy Cost Budget (not used for mehanial system) o Change to Building System A ICH ISULAT GLASS ISTIG BUILIG ISTIG BUILIG ISTIG BUILIG - Code Allow Max or Min nergy Cost Budget ISSU FO ISSU AT 000 VISIOS O ASO AT POJCT TAM PICIPAL I CHAG OBT BISHOP POJCT MAAG TICIA MUA SIG TAM JIF SCH POJCT AM AV OCK BO HALL, FLOO VILCOM CICL CHAPL HILL, C 7 POJCT O SHT TITL CO SUMMA SHT UMB G00

3 BLUM SLF- CLOSIG HIGS, O APPOV QUAL WHIT MLAMI CABIT LI (TP) /" MF OO W/ P-LAM 8 Westpark rive Charlotte, C 87 T: 7060 F: ' - " ' - /" MF SHLF W/ WHIT MLAMI LI O CSS STAAS (UO) HAWA: BUSH STAILSS STL " WI PULLS OT: ALL WOO BLOCKIG I WALL SHALL B FI TAT TAT SCIB TO WALL USI OF STUCTU UL AT HA OF WALL JOIT (HW--00) WALL U AT TOP & BOTTOM POVI MI OPIGS FO PTATIOS -- FILL AULA SPAC WITH UL AT FI STOPPIG COMPL WITH UL SIG #WL0, WL090, WL0, WL09, WL076, WL0, O WL0 ACOUSTICAL CILIG TIL w w w l i t t l e o n l i n e o m of Little iversified Arhitetural Consulting The reprodution, opying or other use of this drawing without their written onsent is prohibited and any infringement will be subjet to legal ation Little CASWOK - UPP CABIT TPICAL /" = '-0" ' - " VAIS, VIF I FIL CILIG CHAL/ AGL O LA TP "" /8" GP B O BOTH SIS UL AT WALL TO WALL JOIT /8" MTAL STUS AT o MA OUBL STUS AT CSS " ' - 8 /" /" ' - 0" /" PLWOO W/ P-LAM COUTTOP/BACKSPLASH W/ P-LAM G /" MF W/ PLASTIC LAMIAT O ITIO A TIO SIS, PL- 0 /8" /8" /8" 7/8" () HOU AT PATITIO - TP "C" " = '-0" " THMAFIB (FO SOU OL) SCHUL BAS COCT FLOO SLAB I COMPLIAC W/ UL ASSMBL #U6 USI OF STUCTU ACOUST SALAT A SI UBB BAS, B- WALL U AT TOP & BOTTOM S FLOO PLA FO WALL TP ' - /" FI CABIT CSS POVI MI OPIGS FO PTATIOS, FILL W/ AC0USTICAL SALAT VIF W/ MF Q'S TAIL - SMI CSS FI CAB " = '-0" CASWOK - BAKOOM /" = '-0" ACOUSTICAL CILIG TIL O LA OF /8" GWB, BOTH SIS ' - " /" PLWOO LOW CABITS W/ PLASTIC LAMIAT, PL-; ITIO WHIT MLAMI W/ AJUSTAB SHLF /" PLWOO W/ PLASTIC LAMIAT COUT TOP A BACKSPLASH; PL- /" PLWOO LOW CABITS W/ PLASTIC LAMIAT, PL-; SIK BAS TO HAV FALS TO-KICK ATTACH TO OO A O SHLVIG ISHWASH, IC * ALL PULLS TO B BUSH ICKL " WI PULLS " UBB BAS, B- " ' - 0" ' - 0" 9' - 0" " /" UCUT " ' - 0 /8" / /" / ' - 0" S PLUMBIG AWIGS FO SIK A FAUCT SPCIFICATIOS /" PLWOO W/ P-LAM COUTTOP W/ P-LAM G * ALL COSTUCTIO TO B /" MF W/ P-LAM AS IICAT O FIISH PLA (UO) HAWA: BUSH STAILSS STL " WI PULLS ISULAT ALL POS PIPS A HOT SUFACS POVI SI WALL CUT OUT FO HOT WAT HATIG ACCSS S G WG'S FO TAIL WHIT MLAMI CABIT LI (TPICAL) U BAS ISI CABIT, TO MATCH BAS THOUGHOUT P-LAM TO MATCH CABIT FAC FIISH BVL "FALS BAS" SO OOS A OPABL VAIS, VIF I FIL /8" /8" /8" 9 PATITIO TO CK - TP "B" " = '-0" /8" MTAL " OC SOU ATTUATIO BATT ISULATIO WALL TOP & BOTTOM SCHUL BAS ACOUST SALAT A SI ISTIG STUCTU ISSU FO ISSU AT 000 VISIOS O ASO AT ' - " 8 LVATIO - OTH WALL /" = '-0" ' - " 8' - " ' - 0" CASWOK - BAKOOM /" = '-0" " BAC OFF TO STUCTU ABOV AT '-0" OC IF PATITIO IS OT ITSCT B AOTH PATITIO I SPAS GAT THA 0'-0" I LGTH ACOUSTICAL CILIG TIL ' - " SUPPOT BACKT, CT AT BA /" PLWOO LOW CABITS W/ PLASTIC LAMIAT, PL-; ITIO WHIT MLAMI W/ AJUSTAB SHLF /" PLWOO W/ PLASTIC LAMIAT COUT TOP A BACKSPLASH; PL- /" PLWOO LOW CABITS W/ PLASTIC LAMIAT, PL-; ITIO WHIT MLAMI W/ AJUSTAB SHLF * ALL PULLS TO B BUSH ICKL " WI PULLS " UBB BAS, B- 8' - 0" 6 G00 " ' - 0" ' - 0" " ' - " ' - ' - 0" ' - " ' - " IC 9' - 0" " ACCUI SLI (TP) WHIT MLAMI CABIT LI TP " /" " ' - 0 /8" / / ' - 0" /" PLWOO W/ P-LAM COUTTOP/BACKSPLASH W/ P-LAM G HAWA: BUSH STAILSS STL " WI PULLS /" PLWOO OO W/ P-LAM /" MF W/ WHIT MLAMI LI O CSS STAAS BLUM SLF-CLOSIG HIGS, O APPOV QUAL /" PLWOO W/ P-LAM FIISH VAIS, VIF I FIL /8" /8" /8" 7/8" MTAL TIM TAP & SPACKL O LA /8" GP B O BOTH SIS /8" - OC MA WALL TOP & BOTTOM SCHUL BAS FLOO SLAB COCT POJCT TAM PICIPAL I CHAG OBT BISHOP POJCT MAAG TICIA MUA SIG TAM JIF SCH POJCT AM AV OCK BO HALL, FLOO VILCOM CICL CHAPL HILL, C 7 POJCT O SHT TITL GAL ACHITCTUAL 7 LVATIO - AST WALL /" = '-0" CASWOK - BAS BAKOOM /" = '-0" TPICAL ITIO PATITIO - TP "A" " = '-0" SHT UMB

4 AA OO COFIGUATIOS OO & FAM SCHUL COSTUCTIO OTS: = " MI (IF BOTH CLOS & LATCH O ) = 8" MI PUSH SI FOT APPOACH = " MI = " MI = 8" MI (IF BOTH CLOS & LATCH O ) PUSH SI HIG SI APPOACH = " MI = " MI PUSH SI LATCH SI APPOACH = 8" MI (" MI PF) = 60" MI PULL SI FOT APPOACH OT: CT ALL OO FAMS A AJACT WALLS P APPLICABL PLA COFIGUATIO OTIF ACHITCT OF COFLICTS PIO TO ISTALLATIO OF OO FAMS A/O AJACT WALLS = " MI = 8" MI = " MI (IF CLOS O ) PULL SI LATCH SI APPOACH = MI, IF = 60" = " MI, IF = " PULL SI HIG SI APPOACH oor umber Type oor Shedule oor Fire Frame Width Height Thikness Material ating Type Material Jamb Head Comments 00 A 6' - 0" 8' - 0" 0' - " W/GLAS 0 MI HMF /A0 /A0, 0 B 6' - 0" 8' - 0" 0' - " W/GLAS HMF /A0 /A0 0 LOCAT ' - 0" 8' - 0" 0' - " IST LOCAT IST /A0 /A0 6,8, S MO PLA KOT 0 LOCAT ' - 0" 8' - 0" 0' - " W 0 MI LOCAT HMF /A0 /A0 S MO PLA KOT 0 ISTIG ' - 0" 8' - 0" 0' - " IST IST IST 6 06 ISTIG ' - 0" 8' - 0" 0' - " IST IST IST 6 07 ISTIG ' - 0" 8' - 0" 0' - " IST IST IST 6 08 ISTIG ' - 0" 8' - 0" 0' - " IST IST IST 6 09 ISTIG ' - 0" 8' - 0" 0' - " IST IST IST 6 0 ISTIG ' - 0" 8' - 0" 0' - " IST IST IST 6 ISTIG ' - 0" 8' - 0" 0' - " IST IST IST 6 ISTIG ' - 0" 8' - 0" 0' - " IST IST IST TPICAL IMSIOS A TO FIISH FAC OF PATITIO, ULSS OTHWIS OT ALL WALLS SHALL B BUILIG STAA ITIO WALL PATITIOS, ULSS OTHWIS OT T WALLS TO CK ABOV STOFOT WH W PATITIO ALIGS WITH TH FAC OF A ISTIG FU COLUM O PATITIO, MOV CO BA, TAP A SPACKL W PATITIO TO ISTIG GPSUM BOA ALL ISTIG WALL SUFACS A PATITIOS TO MAI SHALL B PATCH, SPACKL A SA SMOOTH SO AS OT TO LAV A VIC OF MOLITIO O PAI WOK PPA SUFACS FO W FIISHS AS QUI POVI CSS FI TIGUISH CABITS, SMOK TCTOS, A ALL OTH LIF SAFT VICS AS QUI B CO POVI AWIG SHOWIG UMB, LOCATIO, A SPCIFICATIO OF SUCH VICS FO LITTL VIW PIO TO FAMIG OF WALLS O OT PLAC I FI AT PATITIOS POVI (US IF POSSIBL) HOT A COL WAT LIS, SOIL, A VT LIS, PSSU A SHUTOFF VALVS AS QUI I ACCOAC WITH LOCAL BUILIG A PLUMBIG COS FO SIKS A A OTH PLUMBIG FITUS IICAT O PLA ALL WOK SHALL COFOM TO TH COTACT OCUMTS WHICH ICLU TH OW/COTACTO AGMT, TH POJCT MAUAL (WHICH COTAIS TH GAL COITIOS, A TH SPCIFICATIOS), TH AWIGS A ALL AA A MOIFICATIOS ISSU B TH ACHITCT 8 Westpark rive Charlotte, C 87 T: 7060 F: w w w l i t t l e o n l i n e o m of Little iversified Arhitetural Consulting The reprodution, opying or other use of this drawing without their written onsent is prohibited and any infringement will be subjet to legal ation Little 009 OO A FAM TPS GAL OTS OO SCHUL OTS 9 0 TH COTACTO SHALL VIW ALL OCUMTS A VIF ALL IMSIOS A FIL COITIOS A SHALL COFIM THAT WOK IS BUILABL AS SHOW A COFLICTS O OMISSIOS SHALL B IMMIATL POT TO TH ACHITCT FO CLAIFICATIO PIO TO TH PFOMAC OF A WOK I QUSTIO COTACTO SHALL COOIAT WITH TAT TH SCHUL FO ALL TLPHO COMPA A ATA ISTALLATIOS FOST GLASS " 8' - 0" " 8' - 0" GAL COTACTO TO POVI SIG BUIL HAWA SCHUL TO MATCH TH OPATIO OUTLI I TH OO SCHUL ABOV A OTS BLOW CAULK OO JAMB & OOS TO B SOU ISULAT CAULK OO JAMB & HA WH GAPS C / TPICAL POVI JAMB ACHOS A BAS ACHO P GWB PATITIOS, TPICAL POVI STAA OO FAM POFILS AS QUI TO MT AJACT COITIOS POVI FAM OUGH OPIGS AS COMM B FAM MAUFACTU 6 POVI ACHOS & ACCSSOIS P MAUFACTU'S COMMATIOS FO GIV COITIOS 7 POVI MOTIS/LV AS BAS HAWA FO ALL OOS 8 ALL OOS TO MATCH BUILIG STAA 9 ALL OOS TO CIV BUSH ALUMIUM LV HAWA TO MATCH BUILIG STAA POVI LOCK ST OO TO ICLU CLOS POVI PASSAG ST ISTALL OO GILL AT BOTTOM FO VTILATIO POVICA A TI ITO BUILIG FAIL SAF SSTM 6 ISTIG OO TO MAI 7 POVI CPH LOCK 8 A LOUV (88) I ISTIG OO "ALIG" SHALL MA TO ACCUATL LOCAT FIISH FACS I TH SAM PLA "TPICAL" O "TP" SHALL MA THAT TH COITIO IS PSTATIV FO SIMILA COITIOS THOUGHOUT, ULSS OTHWIS OT TAILS A USUALL K A OT "TP" OL OC, WH TH FIST OCCU "SIMILA" MAS COMPAABL CHAACTISTICS FO TH COITIOS OT VIF IMSIOS A OITATIO O PLAS A LVATIOS WOK WITHI "BUILIG CO AAS", SHOW WITH HATCH, SHALL B OT I COTACT, ULSS OTHWIS OT COTACTO SHALL COOIAT A POVI MTAL BACKIG PLATS O SOLI WOO BLOCKIG (FI TAT) I PATITIOS A CILIG FO ALL MILLWOK, WALL A CILIG ATTACH ITMS AS QUI B ACH SPCIFIC ITM 6' - 0" A 6' - 0" B " 6' - 0" " ' - 0" " 6' - 0" " ' - 0" 6 7 ALL WOK OT "B OTHS" O "IC" SHALL B POVI B OW O U SPAAT COTACT O OT SCAL AWIGS WITT IMSIOS GOV ALL PATITIO LOCATIOS, IMSIOS A TPS, ALL OO A WIOW LOCATIOS SHALL B AS SHOW O PATITIO PLA I CAS OF COFLICT, OTIF ACHITCT; PATITIO PLA B SIG ITT ACHITCT SUPSS OTH PLAS FI AT OUBL WOO OO WITH GLASS ISTS OUBL WOO OO WITH FOST GLASS ISTS FI AT HOLLOW MTAL FAM HOLLOW MTAL FAM WITH SI LITS 8 ALL PATITIOS A IMSIO FOM FIISH FAC TO FIISH FAC, ULSS OTHWIS OT ALL IMSIOS MAK "CLA" SHALL B MAITAI A SHALL ALLOW FO THICKSS OF ALL FIISHS ICLUIG CAPT, CAMIC TIL, VCT, TC 9 0 PATITIOS AT BUILIG PIMT SHALL B CT O CT LI OF COLUM O WIOW MULLIO, ULSS OTHWIS OT COLUM CT LIS (O GI LIS) A SHOW FO IMSIOIG, VIF ACT LOCATIOS I FIL ALL PATITIOS SHALL B TP 'A', ULSS OTHWIS OT () LA OF /8" GWB OV /8" MTAL STUS BO HA CAULK AS QUI ACHO TO STUS POVI ACOUSTICAL SAL AT ALL OO HA/JAMB COITIOS HOLLOW MTAL FAM, S FAM TP SCHUL S OO SCHUL 6 /" " " 6 /" () LA OF /8" GWB OV /8" MTAL STUS () JAMB STUS ACHO TO CK ABV HOLLOW MTAL FAM, S FAM TP SCHUL S OO SCHUL POVI ACOUSTICAL SAL AT ALL OO HA/JAMB COITIOS ACHO TO STUS SCHUL CILIG HOU AT ITIO PATITIO AS SCHUL () MI AT OO A FAM ASSMBL AS SCHUL MI AT OO A FAM ASSMBL AS SCHUL HOU AT ITIO PATITIO AS SCHUL T STU A ACHO TO SLAB ABOV (BOTH SIS OF OO) 6 OT US PATITIO TPS CLOSIG OOMS A SPACS SHALL B COTIUOUS THOUGHOUT TI OOM O SPAC POVI PATITIO TP WITH TH HIGHST UL A/O ACOUSTICAL PFOMAC ATIG WH MO THA O PATITIO TP IS IICAT FC FIISH SCHUL A/O FLOO PLAS FO LOCATIO/TT OF FIISH MATIALS WH IFFT FIISHS A IICAT FO ITH SI OF PATITIO ALIG FIISHS O POS SI OF PATITIO A FU COCAL SI OF PATITIO AS QUI TO POVI FLUSH ISTALLATIO WH AJACT PATITIO TPS IFF I OVALL THICKSS 7 POVI MTAL WALL G BAS FIISH WITH WALL COMPOU TO A HIGHT ABOV SCHUL CILIG AT ALL COS A S OF PATITIOS POS TO VIW 8 POVI WAT SISTAT GPSUM WALL BOA FO ALL ITIO PATITIOS A SHAFT WALLS WITH O O BOTH SIS T TO A TOILT OOM, JAITO'S CLOST O AAS SUSCPTIBL TO MOISTU, SHALL QUI MOISTU SISTAT GPSUM WALL BOA TAIL - HM OO HA A0 " = '-0" TAIL - HM OO JAMB A0 " = '-0" OO HA I () HOU WALL A0 " = '-0" OO JAMB I () HOU WALL A0 " = '-0" 9 0 POVI STL STU GAUGS A/O IAGOAL BACIG AT TOP OF PATITIOS P MAUFACTU'S COMMATIOS FO PATITIO TP, HIGHT, A APPLICATIO COSS BAC ALL CHAS PATITIOS FOM STU TO STU AT '-0" OC VTICAL (MIIMUM) A P MAUFACTU'S COMMATIOS ULSS OTHWIS OT POVI SOU ISULATIG BATTS FULL HIGHT OF PATITIOS AOU PIMT TO TOILT OOMS, MCHAICAL OOMS, MCHAICAL SHAFTS, A PLUMBIG CHASS A ABOV SCHUL CILIG I '-0" WITHS WH PATITIOS O OT T TO USI OF CK ABOV POVI ACOUSTICAL CAULKIG AOU ALL PIMT GS A/O PTATIOS AT SOU ISULAT WALLS OFFST LCTICAL A TLPHO OUTLTS MIIMUM I SPAAT STU CAVITIS ALL MATIALS US I UL AT PATITIOS SHALL COFOM TO FC STAAS STCIL BOTH SIS OF ALL UL AT PATITIOS ABOV SCHUL CILIG WITH TH FOLLOWIG: FI & SMOK BAI-POTCT ALL OPIGS ISTIG OFFIC 08 ISTIG OFFIC 09 ISTIG OFFIC 0 FI SAF ALL PTATIOS I UL AT PATITIOS TO MAITAI/ACHIV LVL OF POTCTIO QUI FO PATITIO TP FI SAF ALOG PIMT OF AT PATITIOS WH VOIS OCCU, SUCH AS AT FLOO CK FLUTS PLA KOTS: 0' - " ISSU FO ISTIG OP OFFIC 0 0 ISTIG OFFIC 0 SV CLST ISTIG COIO 0 ' - " A ISTIG OFFIC COFC OOM 0 9' - " B Key Value KOTS Keynote Text POVI BLOCKIG TO MOUT LC ALIG W WALL WITH ISTIG WALL ISSU AT 000 VISIOS O ASO AT 0 8 ISTIG OFFIC ISTIG OFFIC 06 0 C FC 0 BAK OOM 0 ' - 7" 7 8' - 0" ' - CPTIO 00 ' - " 0 00 WALL TP LG: C B ISTIG PATITIO TO MAI () HOU AT PATITIO - TP "C" (S AWIG /) PATITIO TO CK (S AWIG /) POJCT TAM PICIPAL I CHAG OBT BISHOP POJCT MAAG TICIA MUA SIG TAM JIF SCH POJCT AM AV OCK BO HALL, FLOO VILCOM CICL CHAPL HILL, C 7 POJCT O A PATITIO TO USI OF CILIG (S AWIG /) SHT TITL FLOO PLA FLOO PLA A0 /" = '-0" SHT UMB A0

5 CILIG KOTS: GAL CILIG OTS: Key Value C C C CILIG KOTS Keynote Text T W GI AS HATCH FOM ISTIG GI ISTIG GI A LIGHT PLACMT TO MAI MO ISTIG CILIG GI AS HATCH TILS SHALL B ISTALL SO GAI LIS OF TIL A UIG I SAM ICTIO O ALL CILIGS 6 ACOUSTICAL COTACTO SHALL MI TIL I A UIFOM MA TO LIMIAT BAIG O BATCHIG FOLLOWIG COMPLTIO OF ACOUSTICAL CILIG ISTALLATIO, ALL JOITS SHALL B STAIGHT A TU TO LI, WITH POS SUFACS FLUSH A LVL ALL LIGHTS SHALL B BLG ST FITUS, UO POVI BUILIG STAA SPIKLS AS QUI B CO P W PATITIO LAOUT 7 ALL W/LOCAT SPIKL HAS SHALL B CT I MOUL OF TH TIL IICAT 8 ALL HVAC SHALL B BUILIG STAA, UO 9 ACHITCTUAL CILIG PLA SHALL GOV FO LOCATIOS OF ALL VICS AS SHOW GIIG OCUMTS SHALL PVAIL OL I CAS OF SCOP OF WOK A LMTS OCCUIG ABOV CILIG ISCPACIS (IF A) BTW ACHITCTUAL A GIIG OCUMTS MUST B BOUGHT TO TH ACHITCTS ATTTIO AT TIM OF BI A COSTS ASSOCIAT W/ SPCIFICATIO ISCPACIS OT BOUGHT TO TH ACHITCTS ATTTIO SHALL B TH SOL SPOSIBILIT OF TH SUBCOTACTO COTACTO SHALL TST A BALAC HVAC P W PATITIO LAOUT 8 Westpark rive Charlotte, C 87 T: 7060 F: w w w l i t t l e o n l i n e o m of Little iversified Arhitetural Consulting The reprodution, opying or other use of this drawing without their written onsent is prohibited and any infringement will be subjet to legal ation Little FULL HIGHT PATITIO WALLS CA OT HAV A POTIO OF A VAV BO O FA POW BO ABOV THM LOCAT AFFCT VAV A FP BOS AS QUI IF CILIG IFFUS, LIGHT FITUS O OTH LMTS O O ABOV TH CILIG CA OT B LOCAT AS SHOW O TH AWIGS, SUCH ITFC SHALL B POT IMMIATL TO LITTL FO LOCATIO POVI MGC BATT PACKS O MGC CICUITS AS QUI B CO S LCTICAL AWIGS FO CICUIT OF MGC LIGHT FITUS C 8 GAL COTACTO SHALL B SPOSIBL FO FIAL QUATIT A LOCATIO OF ALL MGC VICS (ICLUIG BUT OT LIMIT TO: BATT PACKS, IT SIGS, FI ALAMS, TC) WITH MUICIPAL AGC HAVIG JUISICTIO IMMS A SWITCHS SHALL B GAG TOGTH I LAGST MULTI-GAG BOS WITH COMMO FAC PLATS POSSIBL STACKIG OF LAG BOS ( SWITCHS ABOV SWITCHS) IS ACCPTABL ALL MATIALS PLAC I CILIG SHALL B QUI TO HAV A PLUM ATIG 9 STCIL ALL AT WALLS ABOV CILIG AS QUI CILIG MO OTS: C C C TH COTACTO SHALL MOV SUCH ISTIG WOK AS CALL FO I COTACT O AS QUI TO CLA TH AAS FO W COSTUCTIO TH COTACTO SHALL MOV ALL ISTIG WI OT BIG US ABOV LA-I CILIGS; COUIT BIG ABAO SHALL B MOV COMPLTL BACK TO TH SOUC ALL ISTIG CICUITS OT BIG US SHALL B MAK AS SPA CICUITS I TH SIGAT PAL ALL MOLITIO WOK SHALL B PFOM WITH "U CA A ILIGC" AS TO PVT TH ABITA STUCTIO O ITUPTIO OF COCAL UTILITIS WHICH A IT TO MAI I US A TH OUTIG OF WHICH COUL OT B PTMI UTIL MOLITIO WAS STAT ALL SUCH ISCOVIS OF UTILITIS UIG TH MOLITIO POCSS WHICH A I A LOCATIO IFFT FOM THAT IICAT, O A UITIFI, SHALL B POT TO TH ACHITCT PIO TO MOVAL FO FIAL ISPOSITIO WOK SIGAT TO MAI SHALL B POTCT FOM AMAG A PATCH O PAI SHOUL AMAG OCCU WH ISTIG QUIPMT IS TO B LOCAT, TM CA SHALL B TAK TO PVT AMAG UIG TH MOVAL WH AMAG OCCUS, TH QUIPMT SHALL B PLAC O PAI TO TH SATISFACTIO OF TH OW AT O AITIOAL COST CPT AS OTHWIS OT, ALL ISTIG LCTICAL WOK WHICH WILL OT B OBSOLT A WHICH MA B ISTUB U TO A CHAGS QUI U THIS COTACT, SHALL B STO TO ITS OIGIAL OPATIG COITIO OTH LCTICAL WOK O MATIAL OBSOLT SHALL B MOV O ABAO WH COCAL A MOV WH POS OL, UUS WIIG A VICS SHALL B MOV FOM TH ABAO (COCAL) COUITS OUTLTS SHALL B POVI WITH BLAK COVS WH QUI B W COSTUCTIO, POVI TSIO IGS, COVPLATS, O ACCSS PLATS AS QUI TO MAITAI ACCSS TO ISTIG WIIG FIL VIF LOCATIOS OF ISTIG OUTLTS WH W COSTUCTIO COFLICTS WITH ISTIG OUTLTS, MOV WIIG VICS O LOCAT FITUS AS QUI, WHTH O OT SPCIFICALL IICAT C 9 0 WH ISTIG WIIG VICS A MOV A JUCTIO BOS A OT US, POVI BLAK COVPLATS WH ISTIG CICUITS A T TO SV W O LOCAT VICS O FITUS, POVI TP A SIZ OF COUCTOS TO MATCH ISTIG ISTIG WOK TO B MOV IS SHOW ASH, ISTIG WOK TO MAI IS SHOW WITH A SOLI LI, A W WOK IS SHOW WITH A HAV, SOLI LI A0 MO FLCT CILIG PLA /" = '-0" ISTIG CICUITIG SHALL B FIL VIFI A AJUSTMTS SHALL B MA, AS QUI B FIL COITIOS WH ISTIG LCTICAL WOK ITFS WITH W WOK A WH SUCH ISTALLATIOS A TO MAI I US, TH ISTALLATIOS SHALL B ISCOTIU A LOCAT A/O COCT TO COOIAT WITH W LCTICAL WOK FS A BACH COUIT SSTMS TIG A LAVIG AAS TO B MOL WHICH SVIC OTH ACTIV AAS SHALL B TH SPOSIBILIT OF THIS COTACTO TO MAITAI COTIUIT OF THS SSTMS COTACTO SHALL COSULT OTH TAS PIO TO TH COMMCIG THIS WOK, TO AVOI COFLICT C 6 MOLITIO AWIGS A IAGAMMATIC A SHOW ITT OF WOK TO B O COTACTO SHALL POVI ALL MATIALS, QUIPMT, LABO QUI A COST FO MOVAL OF ALL SSTMS CALL FO I COTACT ISSU FO C C 7 0 COTACTO SHALL SUBMIT A TP WITT IVTO OF MAJO LCTICAL QUIPMT TO B MOV I MOLITIO PHAS IVTO SHALL SCIB ITM A QUATIT AFT OW HAS CI WHICH QUIPMT TO TAI, COTACTO SHALL MOV, COMPLT FOM TH POJCT SIT, ALL OTH MAIIG LCTICAL QUIPMT ICLUIG ALL ITMS OT LIST I IVTO THAT A TO B MOV I MOLITIO PHAS 8 MOV ALL ISTIG FITUS, WIIG VICS, LCTICAL QUIPMT A CICUITIG WHTH SPCIFICALL IICAT O OT, AS QUI B TH ACHITCTUAL MOLITIO WOK I TH AA TO B OVAT 9 FITUS SHALL B CLA THOOUGHL A LAMP BFO TUIG THM OV TO OW IT IS TH ITT OF THIS OCUMT TO UTILIZ TH US OF BUILIG STAAS, SUCH AS, BUT OT LIMIT TO, OOS A FAMS, HAWA, LCTICAL A TLPHO CPTACLS, IFFUSS, SPAKS, IT SIGS A PLUMBIG FITUS WH POSSIBL ALL SUCH BUILIG MATIALS MOV UIG MOLITIO SHALL B IVTOI A ATL STO O SIT FO US ALL SUPLUS FITUS A MATIAL ITMS MOV UIG MOLITIO BUT OT US UIG THIS POJCT SHALL B STO FO LAT US COTACTOS SHALL COOIAT TH SQUC FO MOLITIO A TH LOCATIO OF O SIT STOAG AAS FO ISTIG ITMS TO B US, A POVI TH BUILIG WITH COPIS OF MOLITIO IVTO ISSU AT 000 VISIOS O ASO AT C TH GAL COTACTO SHALL COOIAT WITH TH MCHAICAL A LCTICAL GIIG AWIGS FO AITIOAL HVAC O LCTICAL MOLITIO QUI MOV ALL COSTUCTIO SHOW O TH AWIGS AS ISTIG TO B MOV, ICLUIG, BUT OT LIMIT TO: FLOOIG, PATITIOS, (ICLUIG LMTS OCCUIG ABOV TH FIISH CILIGS), HAGS, STAPS A OTH ACCSSO OBJCTS COCT WITH TH ITMS BIG MOV CILIG LG: POJCT TAM PICIPAL I CHAG OBT BISHOP POJCT MAAG TICIA MUA SIG TAM JIF SCH POJCT AM C = ISTIG LIGHT FITU TO MAI = -US LIGHT FITU TO B ISTALL = ISTIG LIGHT FITU TO B MOV O -US (STO BALAC OF FITUS I OW POVI LOCATIO) ALL OTHS A W TO B ISTALL CSS OW LIGHT FITU AV OCK BO HALL, FLOO VILCOM CICL CHAPL HILL, C 7 ' ' BUILIG STAA FLUOSCT LIGHT FITU POJCT O ISTIG ' ' ACOUSTICAL CILIG TIL A GI TO MAI SHT TITL FLCT CILIG PLA ISTIG ' ' ACOUSTICAL CILIG GI TO B MOLISH W ' ' ACOUSTICAL CILIG GI FLCT CILIG PLA A0 /" = '-0" ISTIG ' ' ACOUSTICAL CILIG TIL, GI A LIGHT FITU PLACMT TO MAI SHT UMB A0

6 POW/TLCOMMUICATIO OTS: ALL TLPHO A COMPUT QUIPMT A CABLIG SHALL B POVI B TH LSSO, UO COTACTO SHALL POVI FO COOIATIO WITH VOS/ISTALLS GAIG LIVIS A SCHULS LCTICAL COTACTO SHALL O ALL CUTTIG A PATCHIG OF BUILIG MATIALS QUI FO TH ISTALLATIO OF THIS WOK TH LCTICAL COTACTO SHALL B SPOSIBL FO POVIIG LCTICAL SVIC, " COUIT WITH PULL STIGS, A J-BOS AS CSSA TO COMPLT TAT'S TLPHO QUIMTS LCTICAL COTACTO SHALL COOIAT WITH LSSO'S TLPHO COTACTO TO ASSU FULFILLMT OF COUIT LOCATIOS A QUIMTS ALL LCTICAL VICS SHALL B WHIT ALL COV/SWITCH PLATS SHALL B WHIT ALL LCTICAL BOS, OUTLT BOS A COVS, JUCTIO BOS A CABITS SHALL B MTAL UWITS LABOATOIS GA MATIALS MA FO TH SOL PUPOS OF LCTICAL COSTUCTIO USAG 0 Bakwell St, Suite 0 urham C 770 T: F: 997 w w w l i t t l e o n l i n e o m of Little iversified Arhitetural Consulting The reprodution, opying or other use of this drawing without their written onsent is prohibited and any infringement will be subjet to legal ation 6 WH TLPHO A LCTICAL OUTLTS APPA O PLA AS BACK TO BACK, OUTLTS SHALL B STAGG TO UC OIS TASMISSIO THOUGH WALL Little 0 7 ALL ACHOS SHALL B TOGGL BOLTS, " HAS", O I SOLI COCT, POW ACTUAT FASTS 8 POVI ACOUSTICAL FOAM A FI AT SALAT AT ALL PLATS O MISIG PATITIOS 9 LCTICAL COTACTO SHALL LOCAT ALL VICS AS CLOS AS POSSIBL TO LOCATIOS ILLUSTAT O PLA IF VICS A OT LOCAT WITHI A SATISFACTO AG, TH COTACTO SHALL MOV THM AT TH ICTIO OF TH ACHITCT 0 POVI FLOO COS AS IICAT FO FUITU VOIC/ATA A LCTICAL BAS I-FS ALL FLOO COS SHALL B FLUSH MOUT, ULSS OTHWS OT ALL FIAL COCTIOS AT FUITU PATITIOS SHALL B B LCTICAL COTACTO VIF ACT LOCATIOS OF BAS FS PIO TO COMMCMT OF WOK GAL COTACTO SHALL ASSU THAT O LCTIC CPTACL O TLCOMMUICATIOS OUTLT COV PLATS HAV B ISTALL PIO TO COMPLTIO OF APPLICATIO OF A WALL FIISH MATIALS A SUCH COV PLATS O SUFAC HAWA, TC, I PLAC, SHALL B MOV PIO TO WALL FIISH APPLICATIO IICAT IMSIOS A TO TH CTLI OF TH OUTLT (SWITCH) O CLUST OF OUTLT (SWITCHS), ULSS OTHWIS OT; GAG COVPLATS SHALL B O-PIC TP, ULSS OTHWIS OT ISTALL OUTLTS OT OTHWIS IMSIO ICHS CLA HOZOTALL FOM G OF FLOO MOUMT O WALL PLAT TO TH AST PATITIO A/O COLUM 6 STAA WALL OUTLTS SHALL B MOUT VTICALL TO CT LI, '-" ABOV FIISH FLOO, ULSS OTHWIS OT 7 ISTALL ABOV-COUT A BLOW-COUT OUTLTS A OUTLTS IICAT AT SPCIAL MOUTIG HIGHT, HOIZOTALL, ULSS OTHWIS OT 8 9 ISTALL OUTLTS ICH ABOV COUT O BACK SPLASH MASU FOM BOTTOM G OF OUTLT FACPLAT TO TOP OF CABIT, ULSS OTHWIS OT ISTALL OUTLTS ICH BLOW LOWST LMT O CABIT MASU FOM TOP G OF OUTLT FACPLAT TO BOTTOM OF CABIT, ULSS OTHWIS OT 0 O OT MOUT OUTLTS BACK-TO-BACK O OPPOSIT SIS OF PATITIO; MAITAI MIIMUM ICH SPAATIO OUTLTS SVIG SPAAT OOMS SHALL B LOCAT I SPAAT STU SPACS 6 7 VIF ALL QUIPMT MOUTIG QUIMTS OF ALL LCTICAL, TLPHO A OTH QUIPMT FUITU IS SHOW FO GAL FC OL COTACTO TO COOIAT ISTALLATIO OF TLPHO A ATA SSTMS WITH TAT'S SUBCOTACTO, ULSS OTHWIS OT ALL ISOLAT GOU COMPUT CICUITS SHALL CIV OAG COLO OUTLT COVPLATS, CPTACLS, A LAT ITMS SHALL B BUILIG STAA, ULSS OTHWIS OT OBTAI QUIPMT SPCIFICATIOS, ICLUIG POW A ISTALLATIO QUIMTS FOM MAUFACTU TO SU POP FIT A FUCTIO COTACTO TO POVI IG A STIGS FO ATA/COMMUICATO WIIG B LSSO'S TLCOMMUICATIO SUBCOSULTAT ISSU FO ISTIG OFFIC ISTIG OFFIC ISTIG OFFIC POW/TLCOMMUICATIO KOTS: ISSU AT 000 VISIOS O ASO AT ISTIG OFFIC ISTIG OFFIC COFC OOM Key Value POW KOTS Keynote Text 0 P CT FLOO MOUT POW OUTLT I OOM ISTIG OP OFFIC 0 ISTIG COIO 0 P, 60", 60", 60" TV SV CLST 0, ",, " POW/TLCOMMUICATIO LG: POJCT TAM PICIPAL I CHAG BISHOP POJCT MAAG T MUA SIG TAM LITTL POJCT AM ISTIG OFFIC 07 ISTIG OFFIC 06 BAK OOM 0 60" 60" 60" TV, ", ", CPTIO 00 TV = ISTIG LIGHT FITU TO MAI = W CPTACL TO B ISTALL = ICAT CPTACL TO B ISTALL UPL CPTACL - * = G - GFI, L - LOCKIG, T - TVSS, WP - WATHPOOF, IG - ISOLAT GOU UPL CPTACL MOUT ABOV COUT HIGHT AS OT QUA CPTACL COMBIATIO TLPHO A ATA FLUSH FLOO POW OUTLT POW/ATA OUTLT MOUT AT HIGHT AS OT AV OCK BO HALL, FLOO POJCT O SHT TITL POW PLA COIO 0 POW PLA A0 /" = '-0" SHT UMB A0

7 FIISH OTS: COTACTO SHALL POVI ALL ITIO FIISHS AS SPCIFI HI LITTL IVSIFI ACHITCTUAL COSULTIG SHALL B OTIFI OF A ISCPACIS O OMISSIOS PIO TO POCIG WITH WOK ALL ITIO FIISHS SHALL HAV A CLASS B FLAM SPA ATIG O BTT COTACTO SHALL B SOLL SPOSIBL FO TH ACCUAC OF HIS MASUMTS A TOTAL AAG QUIMTS TO B FUISH O QUSTS FO MATIALS O ISTALLATIO TAS WILL B COSI U TO MASUMT O TAKOFF OS B COTACTO F TO ACH PLA A0 FO ALL IMSIOS VAIATIOS I FLOO LVL I CSS OF " FO V 0'-0" SHALL B LVL B COTACTO LVLIG SHALL B COMPLT WITH FLOO A TO CIV W FIISHS AS SPCIFI COTACTO SHALL VIF SLAB COITIO PIO TO BI SUBMISSIO ALL MISCLLAOUS GILLS, PLATS, O OTH VICS SHALL B PAIT TO MATCH TH WALL O CILIG I WHICH TH A ISTALL ULSS OTHWIS OT POVI MIIMUM -COAT PAIT SSTMS AS SPCIFI FO ACH SUBSTAT; F TO FIISH PLA FO COLOS A SHS ALL W A ISTIG FIISHS SCHUL TO MAI SHALL B POTCT UIG COSTUCTIO A AMAG SHALL B PAI B COTACTO IVOLV AT HIS COST WITH O COST TO OW POVI COV, TOP ST SILIT BAS AT SILT FLOOIG, ULSS OTHWIS OT POVI A PMOL BAS AT ALL ISI A OUTSI COS CLA HVAC IFFUSS, AP POCKTS, FI TIGUISH CABIT, A SPAK GILLS O OT PAIT QUIPMT, ULSS OTHWIS OT 8 Westpark rive Charlotte, C 87 T: 7060 F: w w w l i t t l e o n l i n e o m of Little iversified Arhitetural Consulting The reprodution, opying or other use of this drawing without their written onsent is prohibited and any infringement will be subjet to legal ation Little PAIT FO WALLS A SOFFITS SHALL B TWO COATS OF GGSHLLS SATI OV O COAT OF PIM I TH IICAT COLO ULSS OTHWIS OT WH SOFFITS OCCU, PAIT USI OF SOFFIT TH SAM COLO AS THAT SPCIFI FO TH FAC OF TH SOFFIT, ULSS OTHWIS OT ALL WALLS TO B OVALL PAIT, P0, ULSS OTHWIS OT PATCH & SA ALL ISTIG WALLS, COLUMS SOFFITS, CT TO B A FO PAIT ALL OO FAMS TO B PAIT TO MATCH UBB BAS WITH SMI-GLOSS FIISH O FAMS PLA KOTS: FIISH LG: ISTIG OFFIC ISTIG OFFIC ISTIG OFFIC P- B- ISSU FO P- ISSU AT 000 P- VISIOS O ASO AT ISTIG OFFIC ISTIG OFFIC PL- PL- ISTIG OP OFFIC 0 ISTIG COIO 0 COFC OOM 0 SV CLST 0 POJCT TAM PICIPAL I CHAG OBT BISHOP POJCT MAAG TICIA MUA SIG TAM JIF SCH POJCT AM ISTIG OFFIC 07 ISTIG OFFIC 06 FC BAK OOM 0 CPTIO 00 AV OCK BO HALL, FLOO VILCOM CICL CHAPL HILL, C 7 POJCT O SHT TITL FIISH PLAS & SCHUL FIISH PLA A70 /" = '-0" SHT UMB A70

8 MOLITIO OTS: TH COTACTO SHALL MOV SUCH ISTIG WOK AS CALL FO I COTACT O AS QUI TO CLA TH AAS FO W COSTUCTIO TH COTACTO SHALL MOV ALL ISTIG WI OT BIG US ABOV LA-I CILIGS; COUIT BIG ABAO SHALL B MOV COMPLTL BACK TO TH SOUC ALL ISTIG CICUITS OT BIG US SHALL B MAK AS SPA CICUITS I TH SIGAT PAL ALL MOLITIO WOK SHALL B PFOM WITH "U CA A ILIGC" AS TO PVT TH ABITA STUCTIO O ITUPTIO OF COCAL UTILITIS WHICH A IT TO MAI I US A TH OUTIG OF WHICH COUL OT B PTMI UTIL MOLITIO WAS STAT ALL SUCH ISCOVIS OF UTILITIS UIG TH MOLITIO POCSS WHICH A I A LOCATIO IFFT FOM THAT IICAT, O A UITIFI, SHALL B POT TO TH ACHITCT PIO TO MOVAL FO FIAL ISPOSITIO WOK SIGAT TO MAI SHALL B POTCT FOM AMAG A PATCH O PAI SHOUL AMAG OCCU WH ISTIG QUIPMT IS TO B LOCAT, TM CA SHALL B TAK TO PVT AMAG UIG TH MOVAL WH AMAG OCCUS, TH QUIPMT SHALL B PLAC O PAI TO TH SATISFACTIO OF TH OW AT O AITIOAL COST CPT AS OTHWIS OT, ALL ISTIG LCTICAL WOK WHICH WILL OT B OBSOLT A WHICH MA B ISTUB U TO A CHAGS QUI U THIS COTACT, SHALL B STO TO ITS OIGIAL OPATIG COITIO OTH LCTICAL WOK O MATIAL OBSOLT SHALL B MOV O ABAO WH COCAL A MOV WH POS OL, UUS WIIG A VICS SHALL B MOV FOM TH ABAO (COCAL) COUITS OUTLTS SHALL B POVI WITH BLAK COVS ALL BIS BCOMS TH POPT OF TH COTACTO A SHALL B MOV AIL FOM TH PMISS AT TH COTACTO'S PS A B ISPOS OF ACCOIG TO LOCAL COS A GOVIG AUTHOITIS VIF SALVAG MATIALS WITH TH OW'S PSTATIV WH ISTIG FITUS, WIIG VICS, A LCTICAL QUIPMT A MOV, COCT CICUITIG AS QUI TO MAITAI COTIUIT TO OUTLTS MAIIG O TH CICUIT WITHI OCCUPI SPACS WH QUI B W COSTUCTIO, POVI TSIO IGS, COVPLATS, O ACCSS PLATS AS QUI TO MAITAI ACCSS TO ISTIG WIIG 8 Westpark rive Charlotte, C 87 T: 7060 F: w w w l i t t l e o n l i n e o m of Little iversified Arhitetural Consulting The reprodution, opying or other use of this drawing without their written onsent is prohibited and any infringement will be subjet to legal ation Little FIL VIF LOCATIOS OF ISTIG OUTLTS WH W COSTUCTIO COFLICTS WITH ISTIG OUTLTS, MOV WIIG VICS O LOCAT FITUS AS QUI, WHTH O OT SPCIFICALL IICAT WH ISTIG WIIG VICS A MOV A JUCTIO BOS A OT US, POVI BLAK COVPLATS WH ISTIG CICUITS A T TO SV W O LOCAT VICS O FITUS, POVI TP A SIZ OF COUCTOS TO MATCH ISTIG ISTIG WOK TO B MOV IS SHOW ASH, ISTIG WOK TO MAI IS SHOW WITH A SOLI LI, A W WOK IS SHOW WITH A HAV, SOLI LI ISTIG CICUITIG SHALL B FIL VIFI A AJUSTMTS SHALL B MA, AS QUI B FIL COITIOS WH ISTIG LCTICAL WOK ITFS WITH W WOK A WH SUCH ISTALLATIOS A TO MAI I US, TH ISTALLATIOS SHALL B ISCOTIU A LOCAT A/O COCT TO COOIAT WITH W LCTICAL WOK FS A BACH COUIT SSTMS TIG A LAVIG AAS TO B MOL WHICH SVIC OTH ACTIV AAS SHALL B TH SPOSIBILIT OF THIS COTACTO TO MAITAI COTIUIT OF THS SSTMS COTACTO SHALL COSULT OTH TAS PIO TO COMMCIG THIS WOK, TO AVOI COFLICT MOLITIO AWIGS A IAGAMMATIC A SHOW ITT OF WOK TO B O COTACTO SHALL POVI ALL MATIALS, QUIPMT, LABO QUI A COST FO MOVAL OF ALL SSTMS CALL FO I COTACT 9 0 ALL ISTIG COSTUCTIO SHALL MAI ULSS OT OTHWIS MOV POTIOS OF ISTIG COSTUCTIO AS IICAT A PATCH TO MATCH AJACT COSTUCTIO COTACTO SHALL SUBMIT A TP WITT IVTO OF MAJO LCTICAL QUIPMT TO B MOV I MOLITIO PHAS IVTO SHALL SCIB ITM A QUATIT AFT OW HAS CI WHICH QUIPMT TO TAI, COTACTO SHALL MOV, COMPLT FOM TH POJCT SIT, ALL OTH MAIIG LCTICAL QUIPMT ICLUIG ALL ITMS OT LIST I IVTO THAT A TO B MOV I MOLITIO PHAS MOV ALL ISTIG FITUS, WIIG VICS, LCTICAL QUIPMT A CICUITIG WHTH SPCIFICALL IICAT O OT, AS QUI B TH ACHITCTUAL MOLITIO WOK I TH AA TO B OVAT COTACTO TO PATCH A PAI ALL AAS AFFCT B TH MOLITIO FO MCHAICAL MOLITIO OTS, F TO MCHAICAL PLAS FITUS SHALL B CLA THOOUGHL A LAMP BFO TUIG THM OV TO OW IT IS TH ITT OF THIS OCUMT TO UTILIZ TH US OF BUILIG STAAS, SUCH AS, BUT OT LIMIT TO, OOS A FAMS, HAWA, LCTICAL A TLPHO CPTACLS, IFFUSS, SPAKS, IT SIGS A PLUMBIG FITUS WH POSSIBL ALL SUCH BUILIG MATIALS MOV UIG MOLITIO SHALL B IVTOI A ATL STO O SIT FO US ALL SUPLUS FITUS A MATIAL ITMS MOV UIG MOLITIO BUT OT US UIG THIS POJCT SHALL B STO FO LAT US COTACTOS SHALL COOIAT TH SQUC FO MOLITIO A TH LOCATIO OF O SIT STOAG AAS FO ISTIG ITMS TO B US, A POVI TH BUILIG WITH COPIS OF MOLITIO IVTO TH GAL COTACTO SHALL COOIAT WITH TH MCHAICAL A LCTICAL GIIG AWIGS FO AITIOAL HVAC O LCTICAL MOLITIO QUI MOV ALL COSTUCTIO SHOW O TH AWIGS AS ISTIG TO B MOV, ICLUIG, BUT OT LIMIT TO: FLOOIG, PATITIOS, (ICLUIG LMTS OCCUIG ABOV TH FIISH CILIGS), HAGS, STAPS A OTH ACCSSO OBJCTS COCT WITH TH ITMS BIG MOV O MAIIG WALLS AJACT TO THOS BIG MOLISH, ISTIG BAS SHALL B MOV BACK TO AST ISI CO A WALLS SHALL B PAI SO AS TO CAT A SMOOTH SUFAC A TO CIV W BAS PLA KOTS: Key Value MO LG Keynote Text FLIP ISTIG OO A FAM TO SWIG OUT AS SHOW MOV A LOCAT ISTIG OO A FAM TO SV CLOST 0 ISSU FO ISSU AT 000 VISIOS O ASO AT PLA LG: POJCT TAM PICIPAL I CHAG OBT BISHOP POJCT MAAG TICIA MUA COIO 0 ISTIG PATITIO TO MAI SIG TAM JIF SCH POJCT AM AV OCK BO HALL, FLOO VILCOM CICL CHAPL HILL, C 7 S COIO 0 JAITO 07 T ISTIG PATITIO TO B MOLISH POJCT O SHT TITL MOLITIO FLOO PLA MO PLA 0 /" = '-0" SIM SIM SHT UMB 0

COMMUNITY LEGAL CLINIC OF YORK REGION 21 DUNLOP ST., SUITE 200 RICHMOND HILL, ON., L4C 2M6

COMMUNITY LEGAL CLINIC OF YORK REGION 21 DUNLOP ST., SUITE 200 RICHMOND HILL, ON., L4C 2M6 B T T D I G 1 0 D o u g l a s o a d U x b r i d g e, O. L 9 P 1 9 HHAngus & Associates Limited Consulting ngineers 1127 Leslie treet, Toronto, O, M3C 2J6 Canada GAL OT THI DAWIG I TH POPTY OF BTT DIG AOCIAT

More information

Case Study in Reinforced Concrete adapted from Simplified Design of Concrete Structures, James Ambrose, 7 th ed.

Case Study in Reinforced Concrete adapted from Simplified Design of Concrete Structures, James Ambrose, 7 th ed. ARCH 631 Note Set 11 F015abn Case Study in Reinfored Conrete adapted from Simplified Design of Conrete Strutures, James Ambrose, 7 th ed. Building desription The building is a three-story offie building

More information

P a g e 5 1 of R e p o r t P B 4 / 0 9

P a g e 5 1 of R e p o r t P B 4 / 0 9 P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e

More information

Creative Office / R&D Space

Creative Office / R&D Space Ga 7th A t St t S V Nss A issi St Gui Stt Doos St Noiga St Noiga St a Csa Chaz St Tava St Tava St 887 itt R Buig, CA 9400 a to Po St B i Co t Au St B Juipo Sa B sb A Siv Si A 3 i St t ssi St othhoo Wa

More information

KEB INVERTER L1 L2 L3 FLC - RELAY 1 COMMON I1 - APPROACH CLOSE 0V - DIGITAL COMMON FLA - RELAY 1 N.O. AN1+ - ANALOG 1 (+) CRF - +10V OUTPUT

KEB INVERTER L1 L2 L3 FLC - RELAY 1 COMMON I1 - APPROACH CLOSE 0V - DIGITAL COMMON FLA - RELAY 1 N.O. AN1+ - ANALOG 1 (+) CRF - +10V OUTPUT XT SSMLY MOL 00 (O FS) 00 (I- PT) 00 (SIGL SLI) WG O 0 0-0 0-0-0 0.0. 0 0-0 0-0-0 0 0-0 0-0-0 VOLTG F.L...0..0..0.0..0 IIG POW FOM US SUPPLI ISOT (S TL) US OP OUTOS T T 0 O HIGH H IUIT POTTIO OT: H IUIT

More information

A L A BA M A L A W R E V IE W

A L A BA M A L A W R E V IE W A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N

More information

PLS-CADD DRAWING N IC TR EC EL L RA IVE ) R U AT H R ER 0. IDT FO P 9-1 W T OO -1 0 D EN C 0 E M ER C 3 FIN SE W SE DE EA PO /4 O 1 AY D E ) (N W AN N

PLS-CADD DRAWING N IC TR EC EL L RA IVE ) R U AT H R ER 0. IDT FO P 9-1 W T OO -1 0 D EN C 0 E M ER C 3 FIN SE W SE DE EA PO /4 O 1 AY D E ) (N W AN N A IV ) H 0. IT FO P 9-1 W O -1 0 C 0 M C FI S W S A PO /4 O 1 AY ) ( W A 7 F 4 H T A GH 1 27 IGO OU (B. G TI IS 1/4 X V -S TO G S /2 Y O O 1 A A T H W T 2 09 UT IV O M C S S TH T ) A PATO C A AY S S T

More information

19TH Ave. Monterey Blvd. 87th St DALY CITY. St Fran

19TH Ave. Monterey Blvd. 87th St DALY CITY. St Fran t St Mak 19TH A a D i Oa k a Oc a Mt B A Siv Si A St t 3 v aa M ui i B Da Gu up C a Pkw v aa si at hg ut 87th St v B ho s Ba Gu a au p Hi Missi St aa So Highights Siv Bothhoo Wa Joh A Mi ssi St v Juipo

More information

( ) ( ) ( ) 2011 HSC Mathematics Solutions ( 6) ( ) ( ) ( ) π π. αβ = = 2. α β αβ. Question 1. (iii) 1 1 β + (a) (4 sig. fig.

( ) ( ) ( ) 2011 HSC Mathematics Solutions ( 6) ( ) ( ) ( ) π π. αβ = = 2. α β αβ. Question 1. (iii) 1 1 β + (a) (4 sig. fig. HS Mathmatics Solutios Qustio.778.78 ( sig. fig.) (b) (c) ( )( + ) + + + + d d (d) l ( ) () 8 6 (f) + + + + ( ) ( ) (iii) β + + α α β αβ 6 (b) si π si π π π +,π π π, (c) y + dy + d 8+ At : y + (,) dy 8(

More information

Dielectric Waveguide 1

Dielectric Waveguide 1 Dilctic Wavgui Total Ital Rflctio i c si c t si si t i i i c i Total Ital Rflctio i c i cos si Wh i t i si c si cos t j o cos t t o si i si bcoms pul imagia pul imagia i, al Total Ital Rflctio 3 i c i

More information

2011 HSC Mathematics Extension 1 Solutions

2011 HSC Mathematics Extension 1 Solutions 0 HSC Mathmatics Etsio Solutios Qustio, (a) A B 9, (b) : 9, P 5 0, 5 5 7, si cos si d d by th quotit ul si (c) 0 si cos si si cos si 0 0 () I u du d u cos d u.du cos (f) f l Now 0 fo all l l fo all Rag

More information

ENGG 1203 Tutorial. Difference Equations. Find the Pole(s) Finding Equations and Poles

ENGG 1203 Tutorial. Difference Equations. Find the Pole(s) Finding Equations and Poles ENGG 03 Tutoial Systms ad Cotol 9 Apil Laig Obctivs Z tasfom Complx pols Fdbac cotol systms Ac: MIT OCW 60, 6003 Diffc Equatios Cosid th systm pstd by th followig diffc quatio y[ ] x[ ] (5y[ ] 3y[ ]) wh

More information

T h e C S E T I P r o j e c t

T h e C S E T I P r o j e c t T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T

More information

Stanford University Medical Center

Stanford University Medical Center tanford University Medical enter VTO TTIO 00 Pasteur rive, tanford, 940 G I I G O T POF T U IO 6 exp /09 I T U I F O 6 IGIGWOO O MTO, IFOI 9864 GI I Y @ MY T TI OT OUTWIGHT IMT IM TW GUII H XITIG VTO XPIO

More information

All of the following pages/maps were pulled from b/map-library.htm on June 14, 2013.

All of the following pages/maps were pulled from   b/map-library.htm on June 14, 2013. All of the following pages/maps were pulled from http://gisweb2.ci.pearland.tx.us/we b/map-library.htm on June 14, 2013. OTHFOK SO U T T AI L S CLA LAK LO O P C T SOU TH W C K HUGS ACH M O G A BAIL MAX

More information

Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method

Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method Slenderness Effets for Conrete Columns in Sway Frame - Moment Magnifiation Method Slender Conrete Column Design in Sway Frame Buildings Evaluate slenderness effet for olumns in a sway frame multistory

More information

and integrated over all, the result is f ( 0) ] //Fourier transform ] //inverse Fourier transform

and integrated over all, the result is f ( 0) ] //Fourier transform ] //inverse Fourier transform NANO 70-Nots Chapt -Diactd bams Dlta uctio W d som mathmatical tools to dvlop a physical thoy o lcto diactio. Idal cystals a iiit this, so th will b som iiitis lii about. Usually, th iiit quatity oly ists

More information

DEVELOPMENT SITE Reserved Parking FUTURE FENCE LOT 2 CSM #2653 ACCESSIBLE PARKING SIGN DETAIL. Employee Parking (6) Future. Drive.

DEVELOPMENT SITE Reserved Parking FUTURE FENCE LOT 2 CSM #2653 ACCESSIBLE PARKING SIGN DETAIL. Employee Parking (6) Future. Drive. FUTU COCAL GAG A QUD DVLOT T eserved arking LGHT GUAG TAL O ign as required " L O FLLD TH COCT FUTU " DALK AUGD HOL FLLD FC TH COCT -" C LOT C # ACCBL AKG G DTAL FC OT TO CAL mployee " arking ( VTD "U"

More information

FOR LEASE & 1255 ST. JAMES STREET FOR LEASE

FOR LEASE & 1255 ST. JAMES STREET FOR LEASE FO LAS 5 & 55 ST. JAMS STT FO LAS W TAIL OPPOTUITY & ACO SIT I T ST. JAMS TAIL O TAIL SPAC I T ST. JAMS TAIL O SIT,0 sq. ft. ST. JAMS STT WLLITO AVU W COSTUCTIO 55 St. James Street LAS AVAILABL For more

More information

Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method

Slenderness Effects for Concrete Columns in Sway Frame - Moment Magnification Method Slenderness Effets for Conrete Columns in Sway Frame - Moment Magnifiation Method Slender Conrete Column Design in Sway Frame Buildings Evaluate slenderness effet for olumns in a sway frame multistory

More information

fib Model Code 2020 Shear and punching provisions, needs for improvements with respect to new and existing structures

fib Model Code 2020 Shear and punching provisions, needs for improvements with respect to new and existing structures fib Model Code 2020 Shear and punhing provisions, needs for improvements with respet to new and existing strutures Aurelio Muttoni Workshop fib Sao Paulo, 29.9.2017 Éole Polytehnique Fédérale de Lausanne,

More information

Two-Way Flat Slab (Concrete Floor with Drop Panels) System Analysis and Design

Two-Way Flat Slab (Concrete Floor with Drop Panels) System Analysis and Design Two-Way Flat Slab (Conrete Floor with Drop Panels) System Analysis and Design Two-Way Flat Slab (Conrete Floor with Drop Panels) System Analysis and Design Design the onrete floor slab system shown below

More information

Exterior Building Renovations

Exterior Building Renovations xterior Building enovations Fifth treet Henderson, 0 Project : 0-0 ate: J, 0 OPL O L H F O O P L uite 00 outheast hird treet vansville, ndiana 0- :.. F:.. H POJ LOO HH VH OMMOWLH JFF J XH M V OH M FFH

More information

SAFE OPERATION OF TUBULAR (PFR) ADIABATIC REACTORS. FIGURE 1: Temperature as a function of space time in an adiabatic PFR with exothermic reaction.

SAFE OPERATION OF TUBULAR (PFR) ADIABATIC REACTORS. FIGURE 1: Temperature as a function of space time in an adiabatic PFR with exothermic reaction. he 47 Lctu Fall 5 SFE OPERION OF UBULR (PFR DIBI REORS I a xthmic acti th tmatu will ctiu t is as mvs alg a lug flw act util all f th limitig actat is xhaust. Schmatically th aiabatic tmatu is as a fucti

More information

Trade Patterns, Production networks, and Trade and employment in the Asia-US region

Trade Patterns, Production networks, and Trade and employment in the Asia-US region Trade Patterns, Production networks, and Trade and employment in the Asia-U region atoshi Inomata Institute of Developing Economies ETRO Development of cross-national production linkages, 1985-2005 1985

More information

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s

176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s A g la di ou s F. L. 462 E l ec tr on ic D ev el op me nt A i ng er A.W.S. 371 C. A. M. A l ex an de r 236 A d mi ni st ra ti on R. H. (M rs ) A n dr ew s P. V. 326 O p ti ca l Tr an sm is si on A p ps

More information

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9

OH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9 OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at

More information

Masonry Beams. Ultimate Limit States: Flexure and Shear

Masonry Beams. Ultimate Limit States: Flexure and Shear Masonry Beams 4:30 PM 6:30 PM Bennett Banting Ultimate Limit States: Flexure and Shear Leture Outline 1. Overview (5) 2. Design for Flexure a) Tension Reinforement (40) b) Compression Reinforement (20)

More information

Valley Forge Middle School Fencing Project Facilities Committee Meeting February 2016

Valley Forge Middle School Fencing Project Facilities Committee Meeting February 2016 Valley Forge iddle chool Fencing roject Facilities ommittee eeting February 2016 ummer of 2014 Installation of Fencing at all five istrict lementary chools October 2014 Facilities ommittee and

More information

Kinetics. Central Force Motion & Space Mechanics

Kinetics. Central Force Motion & Space Mechanics Kintics Cntal Foc Motion & Spac Mcanics Outlin Cntal Foc Motion Obital Mcanics Exampls Cntal-Foc Motion If a paticl tavls un t influnc of a foc tat as a lin of action ict towas a fix point, tn t motion

More information

thirteen wood construction: column design ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture

thirteen wood construction: column design ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 lecture ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS SUMMER 2017 leture thirteen wood onstrution: olumn design Wood Columns 1 Compression Members (revisited) designed for strength & stresses

More information

6 2 2 C u r t i s S t r e e t A l b a n y, C A

6 2 2 C u r t i s S t r e e t A l b a n y, C A S e c o n d S t o r y A d d i t i o n 6 C u r t i s S t r e e t A l b a n y, C A architect P r o j e c t D a t a P r o j e c t D e s c r i p t i o n S y m b o l s a n d A b b r e v i a t i o n s I n d

More information

A.1. Member capacities A.2. Limit analysis A.2.1. Tributary weight.. 7. A.2.2. Calculations. 7. A.3. Direct design 13

A.1. Member capacities A.2. Limit analysis A.2.1. Tributary weight.. 7. A.2.2. Calculations. 7. A.3. Direct design 13 APPENDIX A APPENDIX A Due to its extension, the dissertation ould not inlude all the alulations and graphi explanantions whih, being not essential, are neessary to omplete the researh. This appendix inludes

More information

Max. thick. of part to be fixed. Min. thick. of base material. anchor depth. Anchor mechanical properties

Max. thick. of part to be fixed. Min. thick. of base material. anchor depth. Anchor mechanical properties zin oated steel version 1/6 High seurity, high performane fixing for use in raked and non-raked onrete ETA European Tehnial Assessment ETA Option 1-05/0044 d T inst T inst d f t fix APPLICATIO Safety ritial

More information

Great Idea #4: Parallelism. CS 61C: Great Ideas in Computer Architecture. Pipelining Hazards. Agenda. Review of Last Lecture

Great Idea #4: Parallelism. CS 61C: Great Ideas in Computer Architecture. Pipelining Hazards. Agenda. Review of Last Lecture CS 61C: Gat das i Comput Achitctu Pipliig Hazads Gu Lctu: Jui Hsia 4/12/2013 Spig 2013 Lctu #31 1 Gat da #4: Paalllism Softwa Paalll Rqus Assigd to comput.g. sach Gacia Paalll Thads Assigd to co.g. lookup,

More information

2018 North Carolina Residential Code Prescriptive Tables for Selection of Support Elements for Beams, Girders, and Headers: Example Problems

2018 North Carolina Residential Code Prescriptive Tables for Selection of Support Elements for Beams, Girders, and Headers: Example Problems 2018 North Carolina Residential Code Prescriptive Tables for Selection of Support Elements for Beams, Girders, and Structural Building Components Association (SBCA) August 10, 2018 SBCA is an APPROVED

More information

Earthquake Loads According to IBC IBC Safety Concept

Earthquake Loads According to IBC IBC Safety Concept Earthquake Loads According to IBC 2003 The process of determining earthquake loads according to IBC 2003 Spectral Design Method can be broken down into the following basic steps: Determination of the maimum

More information

Part G-4: Sample Exams

Part G-4: Sample Exams Part G-4: Sample Exams 1 Cairo University M.S.: Eletronis Cooling Faulty of Engineering Final Exam (Sample 1) Mehanial Power Engineering Dept. Time allowed 2 Hours Solve as muh as you an. 1. A heat sink

More information

Ch. 6 Free Electron Fermi Gas

Ch. 6 Free Electron Fermi Gas Ch. 6 lcto i Gas Coductio lctos i a tal ov fl without scattig b io cos so it ca b cosidd as if walitactig o f paticls followig idiac statistics. hfo th coductio lctos a fqutl calld as f lcto i gas. Coductio

More information

1985 AP Calculus BC: Section I

1985 AP Calculus BC: Section I 985 AP Calculus BC: Sctio I 9 Miuts No Calculator Nots: () I this amiatio, l dots th atural logarithm of (that is, logarithm to th bas ). () Ulss othrwis spcifid, th domai of a fuctio f is assumd to b

More information

WC Engineering Corp Touchton Rd., Bldg. 100, Suite 150 Jacksonville, FL Attn: Michael Jones May 25, 2017

WC Engineering Corp Touchton Rd., Bldg. 100, Suite 150 Jacksonville, FL Attn: Michael Jones May 25, 2017 WC Engineering Corp. 4600 Touchton Rd., Bldg. 100, Suite 150 Jacksonville, FL 32246 Attn: Michael Jones May 25, 2017 Subject: HVAC Calculations per elegantcafedwg.pdf Quote #: QU-51217 Building area: 2,420

More information

Gavilan JCCD Trustee Areas Plan Adopted November 10, 2015

Gavilan JCCD Trustee Areas Plan Adopted November 10, 2015 Gvil JCCD Tust A Pl Aopt Novmb, S Jos US p Ls Pl Aopt // Cit/Csus Dsigt Plc ighw Cit Aom ollist igm S Jos Ts Pios c Ps 4 ut S Bito ut ils Aom ollist igm Ts Pios S Bito ut Lpoff & Goblt Dmogphic sch, Ic.

More information

(Reference: sections in Silberberg 5 th ed.)

(Reference: sections in Silberberg 5 th ed.) ALE. Atomic Structur Nam HEM K. Marr Tam No. Sctio What is a atom? What is th structur of a atom? Th Modl th structur of a atom (Rfrc: sctios.4 -. i Silbrbrg 5 th d.) Th subatomic articls that chmists

More information

twenty steel construction: columns & tension members ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS FALL 2018 lecture

twenty steel construction: columns & tension members ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS FALL 2018 lecture ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN DR. ANNE NICHOLS Cor-Ten Steel Sulpture By Rihard Serra Museum of Modern Art Fort Worth, TX (AISC - Steel Strutures of the Everyday) FALL 2018 leture

More information

Palm Frond Calculations

Palm Frond Calculations Palm Frond Calculations 250 E. Broad Street Suite 500 Columbus, Ohio 43215 Paul J. Ford and Company Job # 33201-0014 Reference PJF Drawing # 33201-0014 Sheet S-3, Dated 02/06/2001 PAGE 1 OF 6 FORMULAS

More information

1. Introduction Description of Impoundments 1

1. Introduction Description of Impoundments 1 Mercer enerating tation, Hamilton Township, ew Jersey ctober, Table of Contents. Introduction. escription of Impoundments. 7 Annual Inspection. Annual Inspection.. eview of Available Information.. Visual

More information

Winterization Checklist for Entrances and Loading Docks

Winterization Checklist for Entrances and Loading Docks Winterization Checklist for Entrances and Loading Docks Wi te eathe eaks ha o o doo s! Take steps to p epa e ou uildi g e t a es a d doo s fo the seaso. E su e that heat-loss is i i ized a d eathe - elated

More information

Instrumentation for Characterization of Nanomaterials (v11) 11. Crystal Potential

Instrumentation for Characterization of Nanomaterials (v11) 11. Crystal Potential Istumtatio o Chaactizatio o Naomatials (v). Cystal Pottial Dlta uctio W d som mathmatical tools to dvlop a physical thoy o lcto diactio om cystal. Idal cystals a iiit this, so th will b som iiitis lii

More information

The Hydrogen Atom. Chapter 7

The Hydrogen Atom. Chapter 7 Th Hyog Ato Chapt 7 Hyog ato Th vy fist pobl that Schöig hislf tackl with his w wav quatio Poucig th oh s gy lvls a o! lctic pottial gy still plays a ol i a subatoic lvl btw poto a lcto V 4 Schöig q. fo

More information

Homework 1: Solutions

Homework 1: Solutions Howo : Solutos No-a Fals supposto tst but passs scal tst lthouh -f th ta as slowss [S /V] vs t th appaac of laty alty th path alo whch slowss s to b tat to obta tavl ts ps o th ol paat S o V as a cosquc

More information

H STO RY OF TH E SA NT

H STO RY OF TH E SA NT O RY OF E N G L R R VER ritten for the entennial of th e Foundin g of t lair oun t y on ay 8 82 Y EEL N E JEN K RP O N! R ENJ F ] jun E 3 1 92! Ph in t ed b y h e t l a i r R ep u b l i c a n O 4 1922

More information

Galaxy Photometry. Recalling the relationship between flux and luminosity, Flux = brightness becomes

Galaxy Photometry. Recalling the relationship between flux and luminosity, Flux = brightness becomes Galaxy Photomty Fo galaxis, w masu a sufac flux, that is, th couts i ach pixl. Though calibatio, this is covtd to flux dsity i Jaskys ( Jy -6 W/m/Hz). Fo a galaxy at som distac, d, a pixl of sid D subtds

More information

Anouncements. Conjugate Gradients. Steepest Descent. Outline. Steepest Descent. Steepest Descent

Anouncements. Conjugate Gradients. Steepest Descent. Outline. Steepest Descent. Steepest Descent oucms Couga Gas Mchal Kazha (6.657) Ifomao abou h Sma (6.757) hav b pos ol: hp://www.cs.hu.u/~msha Tch Spcs: o M o Tusay afoo. o Two paps scuss ach w. o Vos fo w s caa paps u by Thusay vg. Oul Rvw of Sps

More information

GENERAL PLUMBING DEMOLITION NOTES REFER TO ARCHITECTURAL PLANS FOR CUTTING AND PATCHING OF FLOORS, WALLS AND CEILINGS.

GENERAL PLUMBING DEMOLITION NOTES REFER TO ARCHITECTURAL PLANS FOR CUTTING AND PATCHING OF FLOORS, WALLS AND CEILINGS. PLUMBIG ABBIATIOS AB ABO ACCSS DOO AFF ABO FIISD FLOO BFF BLO FIISD FLOO BF BACKFLO PT TYP B BALACIG AL CLAOUT LD AT DI DUCTIL IO D DO D DAI, A T T- TMAL XPASIO TAK XI XIIG FD- FLOO DAI TYP FL FLOO FT

More information

Optimal control of solar energy systems

Optimal control of solar energy systems Optimal ontrol of solar energy systems Viorel Badesu Candida Oanea Institute Polytehni University of Buharest Contents. Optimal operation - systems with water storage tanks 2. Sizing solar olletors 3.

More information

Software Verification

Software Verification EC-4-004 Example-001 STEEL DESIGNERS MANUAL SEVENTH EDITION - DESIGN OF SIMPLY SUPPORTED COMPOSITE BEAM EXAMPLE DESCRIPTION Consider an internal seondary omposite beam of 1-m span between olumns and subjet

More information

Check the strength of each type of member in the one story steel frame building below.

Check the strength of each type of member in the one story steel frame building below. CE 33, Fall 200 Aalysis of Steel Baced Fame Bldg / 7 Chec the stegth of each type of membe the oe stoy steel fame buildg below. A 4 @ 8 B 20 f 2 3 @ 25 Side Elevatio 3 4 Pla View 32 F y 50 si all membes

More information

Executive Committee and Officers ( )

Executive Committee and Officers ( ) Gifted and Talented International V o l u m e 2 4, N u m b e r 2, D e c e m b e r, 2 0 0 9. G i f t e d a n d T a l e n t e d I n t e r n a t i o n a2 l 4 ( 2), D e c e m b e r, 2 0 0 9. 1 T h e W o r

More information

F l a s h-b a s e d S S D s i n E n t e r p r i s e F l a s h-b a s e d S S D s ( S o-s ltiad t e D r i v e s ) a r e b e c o m i n g a n a t t r a c

F l a s h-b a s e d S S D s i n E n t e r p r i s e F l a s h-b a s e d S S D s ( S o-s ltiad t e D r i v e s ) a r e b e c o m i n g a n a t t r a c L i f e t i m e M a n a g e m e n t o f F l a-b s ah s e d S S D s U s i n g R e c o v e r-a y w a r e D y n a m i c T h r o t t l i n g S u n g j i n L e, e T a e j i n K i m, K y u n g h o, Kainmd J

More information

Central County Fire & Rescue - Station #5

Central County Fire & Rescue - Station #5 A CL UT CHUL G : HT T : PLA AK. L UB V CU TYP. UPPLY ALW (C) TT BTU/H CLG CAPACTY HATG CAPACTY LCTC A BTU/H B T A WB BTU/H T A B VLT/PH CA CP U (dba) WGHT (lbs) CU-1 AK XZQ07 BUK 117 Cassette 320 6325

More information

6XSSO\ VLGH FRQVWUDLQWV DQG ERWWOHQHFNV

6XSSO\ VLGH FRQVWUDLQWV DQG ERWWOHQHFNV ABCE study design F - 1 2 - - - - - - - - - - - - - - - - - - - - - - - - 19 ABCE IN KENYA 1 M 1 F M 2 F M L M M ART M G M F ical c a l a ip t aacy- a ical c a l a ip t aacy- a c a l a ip t ical c a l

More information

FREE. BJ McNALLY Ltd. Helen Lynch. Remembering Helen. Made in Ireland. memorial cards since 19. Helen Lynch. McNally Family Printers.

FREE. BJ McNALLY Ltd. Helen Lynch. Remembering Helen. Made in Ireland. memorial cards since 19. Helen Lynch. McNally Family Printers. Bkmk W C - 185mm x 60mm - 88mm x 55mm Ackgm C BJ McNALLY L 108mm x 85mm * Rmmbig H T fmi f v H i Lm H Lc ic f i k m f mp i ki xpi bvm. m i i c I vig mm f Sm McDm i 12 J 2033 g 00. f M T H Scific ii. b

More information

GENERAL INFORMATION FOR COLUMN BASE REACTIONS

GENERAL INFORMATION FOR COLUMN BASE REACTIONS U09Y0061A - GaragePlus - RV Storage R1 of 12 1050 North Watery Lane Ph: (435) 919-3100 Brigham City, UT 84302Fax: (435) 919-3101 Page R1 of Date: 3/24/09 GENERAL INFORMATION FOR COLUMN BASE REACTIONS FOR

More information

Bob Rettig Construction and Consulting

Bob Rettig Construction and Consulting 1 Client: Sample A, Code Home: (714) 345-4265 Property: Main St. Anytown, Ca. 90000 Operator Info: Operator: JOE Estimator: 2 Company: Bob Rettig Construction Consulting Business: 30262 Crown Valley Parkway,

More information

Test Results: Results of the test period on 06/19/16 using the Equivalent CTS Method: Thermal transmittance at test conditions (U s ):

Test Results: Results of the test period on 06/19/16 using the Equivalent CTS Method: Thermal transmittance at test conditions (U s ): NORTH EAST WINDOWS USA, INC. NFRC THERMAL TEST SUMMARY REPORT Report No: NCTL-110-17842-3S Test Specimen NFRC Code Manufacturer: North East Windows USA, Inc. Series/Model: Series CW 300 Window Type: Casement-

More information

I N A C O M P L E X W O R L D

I N A C O M P L E X W O R L D IS L A M I C E C O N O M I C S I N A C O M P L E X W O R L D E x p l o r a t i o n s i n A g-b eanste d S i m u l a t i o n S a m i A l-s u w a i l e m 1 4 2 9 H 2 0 0 8 I s l a m i c D e v e l o p m e

More information

Structure and Features

Structure and Features Thust l Roll ans Thust Roll ans Stutu an atus Thust ans onsst of a psly ma a an olls. Thy hav hh ty an hh loa apats an an b us n small spas. Thust l Roll ans nopoat nl olls, whl Thust Roll ans nopoat ylnal

More information

Rapid growth in enrolment within the French Immersion program

Rapid growth in enrolment within the French Immersion program Nw Nh Ajx Fch Ii ch- Ovviw R Di PS p i Spb 2009 u ck Egih Fch Ii ch Egih Fch Ii Y E E Pb 2009 333 197 0 2010 405 281 2 2011 431 332 6 2012 466 409 10 2013 486 474 14 Rpi gwh i wihi h Fch Ii pg Pp c Fch

More information

Horizontal Distribution of Forces to Individual Shear Walls

Horizontal Distribution of Forces to Individual Shear Walls Horizontal Distribtion of Fores to ndividal Shear Walls nteration of Shear Walls ith Eah Other n the shon figre the slabs at as horizontal diaphragms etending beteen antilever alls and the are epeted to

More information

ELEC9721: Digital Signal Processing Theory and Applications

ELEC9721: Digital Signal Processing Theory and Applications ELEC97: Digital Sigal Pocssig Thoy ad Applicatios Tutoial ad solutios Not: som of th solutios may hav som typos. Q a Show that oth digital filts giv low hav th sam magitud spos: i [] [ ] m m i i i x c

More information

P a g e 3 6 of R e p o r t P B 4 / 0 9

P a g e 3 6 of R e p o r t P B 4 / 0 9 P a g e 3 6 of R e p o r t P B 4 / 0 9 p r o t e c t h um a n h e a l t h a n d p r o p e r t y fr om t h e d a n g e rs i n h e r e n t i n m i n i n g o p e r a t i o n s s u c h a s a q u a r r y. J

More information

Classical Theory of Fourier Series : Demystified and Generalised VIVEK V. RANE. The Institute of Science, 15, Madam Cama Road, Mumbai

Classical Theory of Fourier Series : Demystified and Generalised VIVEK V. RANE. The Institute of Science, 15, Madam Cama Road, Mumbai Clssil Thoy o Foi Sis : Dmystii Glis VIVEK V RANE Th Istitt o Si 5 Mm Cm Ro Mmbi-4 3 -mil ss : v_v_@yhoooi Abstt : Fo Rim itgbl tio o itvl o poit thi w i Foi Sis t th poit o th itvl big ot how wh th tio

More information

Report No: NCTL S NFRC THERMAL TEST SUMMARY REPORT Expiration Date: 07/14/15. Test Specimen

Report No: NCTL S NFRC THERMAL TEST SUMMARY REPORT Expiration Date: 07/14/15. Test Specimen MGM INDUSTRIES, INC. Report No: NCTL-110-13834-1S NFRC THERMAL TEST SUMMARY REPORT Expiration Date: 07/14/15 Test Specimen NFRC Code Manufacturer: MGM Industries, Inc. Series/Model: 8017 Window Type: Double

More information

CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A. Ήχος Πα. to os se e e na aș te e e slă ă ă vi i i i i

CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A. Ήχος Πα. to os se e e na aș te e e slă ă ă vi i i i i CATAVASII LA NAȘTEREA DOMNULUI DUMNEZEU ȘI MÂNTUITORULUI NOSTRU, IISUS HRISTOS. CÂNTAREA I-A Ήχος α H ris to os s n ș t slă ă ă vi i i i i ți'l Hris to o os di in c ru u uri, în tâm pi i n ți i'l Hris

More information

shhgs@wgqqh.com chinapub 2002 7 Bruc Eckl 1000 7 Bruc Eckl 1000 Th gnsis of th computr rvolution was in a machin. Th gnsis of our programming languags thus tnds to look lik that Bruc machin. 10 7 www.wgqqh.com/shhgs/tij.html

More information

Parts List, Wiring Diagrams

Parts List, Wiring Diagrams Parts List, Wiring Diagrams PAE180-300 SERIES PACKAGE AIR CONDITIONER UNITS TABLE OF CONTENTS PARTS LIST----------- 2-11 PARTS DRAWING----- 12-34 WIRING DIAGRAMS--- 35-48 Printed in U.S.A. 7/28/08 KEY

More information

Designed by. Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction Time 400 Days

Designed by. Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction Time 400 Days Independent Government Estimate Updated 6/22/18 Title Page Estimated by NAVFAC Cost Designed by Prepared by NAVFAC Cost Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction

More information

VRE System Map Source: VRE 2014

VRE System Map Source: VRE 2014 V System ap Source: V 2014 T IS TH STU? STU AA P In August 20, V initiated a two-year planning and design study for an 11-mile extension of the anassas Line from the City of anassas through Gainesville

More information

Helping Kids Prepare For Life (253)

Helping Kids Prepare For Life   (253) Hlpi Ki Pp F Lif.l.i. (253)-589-7489 Tilli it it L Livit iv f fiv CIS U H. Vip pt fll t Tilli Elt l tpi tff tt f vi t t CIS T Hll f i Cltt N Cli. - L ivi i CIS f Bill Milli CIS pit Dil Cili Ti l iz it

More information

The Reign of Grace and Life. Romans 5:12-21 (5:12-14, 17 focus)

The Reign of Grace and Life. Romans 5:12-21 (5:12-14, 17 focus) Th Rig of Gc d Lif Rom 5:12-21 (5:12-14, 17 focu) Th Ifluc of O h d ud Adolph H J o ph Smith B i t l m t Fid Idi Gdhi Ci Lu Gu ich N itz y l M d i M ch Nlo h Vig T L M uhmmd B m i o t T Ju Chit w I N h

More information

K owi g yourself is the begi i g of all wisdo.

K owi g yourself is the begi i g of all wisdo. I t odu tio K owi g yourself is the begi i g of all wisdo. A istotle Why You Need Insight Whe is the last ti e ou a e e e taki g ti e to thi k a out ou life, ou alues, ou d ea s o ou pu pose i ei g o this

More information

Physics 111. Lecture 38 (Walker: ) Phase Change Latent Heat. May 6, The Three Basic Phases of Matter. Solid Liquid Gas

Physics 111. Lecture 38 (Walker: ) Phase Change Latent Heat. May 6, The Three Basic Phases of Matter. Solid Liquid Gas Physics 111 Lctu 38 (Walk: 17.4-5) Phas Chang May 6, 2009 Lctu 38 1/26 Th Th Basic Phass of Matt Solid Liquid Gas Squnc of incasing molcul motion (and ngy) Lctu 38 2/26 If a liquid is put into a sald contain

More information

ORIGINAL YEAR OF CONSTRUCTION NUMBER OF BUILDING STORIES 2/11/2013 BUILDING SURVEY DATE

ORIGINAL YEAR OF CONSTRUCTION NUMBER OF BUILDING STORIES 2/11/2013 BUILDING SURVEY DATE 0912 201 HAZELWOOD DRIVE CHAMPAIGN, ILLINOIS 61820 SYSTEM CONDITION INDEX.137 PRIMARY BUILDING USE BUILDING SURVEY TEAM BUILDING SYSTEM REPLACEMENT COST $ 1,205,100 LABORATORY BUILDING GROSS SQUARE FEET

More information

Wood Design. = theoretical allowed buckling stress

Wood Design. = theoretical allowed buckling stress Wood Design Notation: a = name for width dimension A = name for area A req d-adj = area required at allowable stress when shear is adjusted to inlude self weight b = width of a retangle = name for height

More information

Time : 1 hr. Test Paper 08 Date 04/01/15 Batch - R Marks : 120

Time : 1 hr. Test Paper 08 Date 04/01/15 Batch - R Marks : 120 Tim : hr. Tst Papr 8 D 4//5 Bch - R Marks : SINGLE CORRECT CHOICE TYPE [4, ]. If th compl umbr z sisfis th coditio z 3, th th last valu of z is qual to : z (A) 5/3 (B) 8/3 (C) /3 (D) o of ths 5 4. Th itgral,

More information

Example: Two Stochastic Process u~u[0,1]

Example: Two Stochastic Process u~u[0,1] Co o Slo o Coco S Sh EE I Gholo h@h. ll Sochc Slo Dc Slo l h PLL c Mo o coco w h o c o Ic o Co B P o Go E A o o Po o Th h h o q o ol o oc o lco q ccc lco l Bc El: Uo Dbo Ucol Sl Ab bo col l G col G col

More information

Integrated Optical Waveguides

Integrated Optical Waveguides Su Opls Faha Raa Cll Uvs Chap 8 Ia Opal Wavus 7 Dl Slab Wavus 7 Iu: A va f ff a pal wavus a us f a u lh a hp Th s bas pal wavu s a slab wavus shw blw Th suu s uf h - Lh s u s h b al al fl a h -la fas Cla

More information

1040 SLIDING MALL FRONT

1040 SLIDING MALL FRONT APRIL, 00 00 SLIDING MALL FRONT INDEX INDEX... ELEVATIONS/VERTICAL SECTION DETAILS... HORIZONTAL SECTION DETAILS... EGRESS DOOR... - STACK AREA LAYOUT... - SIZE LIMITATIONS... HARDWARE...0 LAWS AND BUILDING

More information

AH CURRITUCK RESERVE LLC

AH CURRITUCK RESERVE LLC TULL K OA,.. 22 W T VTY MAP OT TO AL OTH A (20) G OTH LG FMA ZO X UV TABL FMA ZO HA X FMA ZO X AH UTUK V LL POJT: PAL B HAYWOO & YTHA J WA XMPT UB MOYOK UTUK OUTY OTH AOLA GHT--WAY-AMPU V L TABL FMA ZO

More information

VARIED SIZED FLOOR PLATE S O N - S I T E B U I L D I N G A M E N I T I E S

VARIED SIZED FLOOR PLATE S O N - S I T E B U I L D I N G A M E N I T I E S VAIED SIZED FLOO PLAE S O - S I E B U I L D I G A E I I E S AVAILABILIIES HIGH-ISE EIE 29H FLOO 16,584 SF LEASE OU ID-ISE PAIAL 18H FLOO 12,459 SF 08/2019 ID-ISE PAIAL 14H FLOO 7,232 SF 08/2019 LOW-ISE

More information

STRUCTURAL BEHAVIOR OF R/C DEEP BEAM WITH HEADED LONGITUDINAL REINFORCEMENTS

STRUCTURAL BEHAVIOR OF R/C DEEP BEAM WITH HEADED LONGITUDINAL REINFORCEMENTS 13 th World Conferene on Earthquake Engineering anouver, B.C., Canada August 1-6, 24 Paper No. 58 STRUCTURAL BEHAIOR OF R/C DEEP BEAM WITH HEADED LONGITUDINAL REINFORCEMENTS Soo-Yeon SEO 1, Seung-Joe YOON

More information

Midterm Exam. CS/ECE 181B Intro to Computer Vision. February 13, :30-4:45pm

Midterm Exam. CS/ECE 181B Intro to Computer Vision. February 13, :30-4:45pm Nam: Midtm am CS/C 8B Into to Comput Vision Fbua, 7 :-4:45pm las spa ouslvs to th dg possibl so that studnts a vnl distibutd thoughout th oom. his is a losd-boo tst. h a also a fw pags of quations, t.

More information

Convergence tests for the cluster DFT calculations

Convergence tests for the cluster DFT calculations Covgc ss o h clus DF clculos. Covgc wh spc o bss s. s clculos o bss s covgc hv b po usg h PBE ucol o 7 os gg h-b. A s o h Guss bss ss wh csg s usss hs b us clug h -G -G** - ++G(p). A l sc o. Å h c bw h

More information

RAYMOND ROOF REPLACEMENT. Ward Street. Brevard Circle

RAYMOND ROOF REPLACEMENT. Ward Street. Brevard Circle PROJCT OTS RPLACMT. RFR TO SUMMARY OF WORK : MYRS MIDDL SCHOOL, ast 5nd Street ABBRVIATIOS @ AT Ø DIAMTR " ICH Owner: SAVAAH-CHATHAM COUTY PUBLIC SCHOOL SYSTM, Ward Street Brevard Circle Skidaway Road

More information

HONDA 4 cylinder Goldwing. Instruction manual with visual guide for the Gen 5 Goldwing GL1000 & GL1100

HONDA 4 cylinder Goldwing. Instruction manual with visual guide for the Gen 5 Goldwing GL1000 & GL1100 HONDA 4 cylinder Goldwing Instruction manual with visual guide for the Gen 5 Goldwing GL1000 & GL1100 Please ead this i po ta t i fo atio BEFORE i stallatio : This ig itio kit epla es all o igi al Ho da

More information

The program calculates the required thickness of doubler plates using the following algorithms. The shear force in the panel zone is given by: V p =

The program calculates the required thickness of doubler plates using the following algorithms. The shear force in the panel zone is given by: V p = COMPUTERS AND STRUCTURES, INC., BERKELEY, CALIFORNIA DECEMBER 2001 STEEL FRAME DESIGN AISC-ASD89 Tehial Note Oe aspet of the esig of a steel framig system is a evaluatio of the shear fores that exist i

More information

NEWBERRY FOREST MGT UNIT Stand Level Information Compartment: 10 Entry Year: 2001

NEWBERRY FOREST MGT UNIT Stand Level Information Compartment: 10 Entry Year: 2001 iz oy- kg vg. To. 1 M 6 M 10 11 100 60 oh hwoo uvg N o hul 0 Mix bg. woo, moly low quliy. Coif ompo houghou - WP/hmlok/pu/blm/. vy o whi pi o h ouh fig of. iffiul o. Th o hi i o PVT l wh h g o wll big

More information

Torsion. Torsion is a moment that twists/deforms a member about its longitudinal axis

Torsion. Torsion is a moment that twists/deforms a member about its longitudinal axis Mehanis of Solids I Torsion Torsional loads on Cirular Shafts Torsion is a moment that twists/deforms a member about its longitudinal axis 1 Shearing Stresses due to Torque o Net of the internal shearing

More information

GRANITE PEAKS - BUILDING 3 GRADING PLAN ENGINEER SURVEYORS PLANNERS SEGO LILY DRIVE & PETUNIA WAY, SANDY, UTAH NOTES

GRANITE PEAKS - BUILDING 3 GRADING PLAN ENGINEER SURVEYORS PLANNERS SEGO LILY DRIVE & PETUNIA WAY, SANDY, UTAH NOTES T A Utah Corporation G UY PLA 0. Ma in tr eet panish Fork, UT 84660 Phone: 80.798.0555 F a x : 8 0. 7 9 8. 9 9 o f f i c e @ l e i e n g. c o m w w w. l e i e n g. c o m G TD PF o. 808 BA T. GABL T A T

More information