HARTWELL VILLAGE - RETAIL BUILDING F

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1 5 HWELL VLLGE EL LNG OONEE ONY, S MPS Project No: 050 OWNE 60 WEN PKWY SE 0 Y, NOH N 5 (99) 6 LOWELL@NO.OM ONSLN LOGO OM LOWELL HE McMLLN PZN SMH HES 00 GS S. SE 00 GEENVLLE, S 960 (86) 0 NKNPE@MMLLNPZNSMH.OM NEL KNPE, VL SELS SL LLE GOP, N. 50 LEVELN S. GEENVLLE, S 960 (86) 00 LLE@LLEGP.OM LS G. YONG PE, SE(L, ) PLMNG VP ENGNEENG H YON SEE HLOE, N 80 (0) 55 SPEL@VPE.OM WNG LS 5 WNG LS SNY PEL, PE SHEE NO GENEL G00 G00 G0 HEL SL S00 S0 S00 S00 S00 S0 S0 MEHNL M M PLMNG P P ELEL E E E MEHNL VP ENGNEENG H YON SEE HLOE, N 80 (0) 55 SPEL@VPE.OM NOE: WHEN LESS HN LL WENYVE (5) EL ZONES E LZE O WHEN ZONES E OMNE, EL NMES MY NO E ONSEVE. N ME SES SHEES WH WENY (0) EL ZONES E LZE N EL NMENG HS EEN SE. HE ZONE N WHH HE LOWE LE HN ONE O EL S LOE EEMNES HE NME O HE EL. SNY PEL, PE POE E ELEL VP ENGNEENG H YON SEE HLOE, N 80 (0) 55 SPEL@VPE.OM POE NOH SE MP LE LOK GM SNY PEL, PE. LL WOK SHLL MEE HE MNMM EQEMENS O HE LES OPE EONS O HE PPLLE OES, S NE ON HS SHEE N LL OHE L, SE O EEL OES O EGLONS HVNG N.. LL ONN SHLL E HNPPE ESSLE N OMPLY WH E EE ESGN N OHE PPLLE SNS.. MENNS SHOWN O EEO OOS N WNOWS E O EGE O ME NLESS OHEWSE NOE.. POVE E ENGSHES N ONE W/ NP 0. NSLL WLL MONE E ENGSHE (E) '0" O OP O NE. GENEL ONO O OONE LOONS WH L E MSHLL. 5. HOZONLLY E (SEN) LL MEL S SYSEMS S EOMMENE N E OPS O LL PONS O SE OVE. 6. HE GENEL ONO SHLL POVE ON ONS () N LL MNY WLLS S SHOWN N HE WNGS, NO O EEE 0'0" LNE EWEEN ONS. HE ON ON SHLL ONNE P LL HEGH O WLL. OS O ON SELN SHLL MH H O HE WLL ONN MEL. HE GENEL ONO SHLL OONE HE ON ON QNY, SPNG N LOONS WH HE HE PO O ONN.. O NO SLE WNGS. MENNS E N QEN HE ONO S ESPONSLE O ONNG LON OM HE HE EOE ONNNG WH HE WOK. 8. N HE EVEN O NY SEPNES ON N HE WNGS O ONLS EWEEN HE HEL WNGS N HOSE O HE ENGNEES, HE ONO SHLL E EQE O NOY HE HE EOE POEENG WH HE WOK. 9. LL WOO LOKNG O E E EN EE EQE Y OE. LL WOO N ON WH MO, ONEE, O MNY O E PESSE EE. 0. LL WOK LSE, SHOWN O MPLE ON HE ONN OMENS SHLL E SPPLE N NSLLE Y HE GENEL ONO EEP WHEE OHEWSE NOE. HE GENEL ONO SHLL LOSELY OONE HS WOK WH H O OHE ONOS O VENOS O SSE H LL SHELES E ME N H LL WOK S ONE N ONOMNE O HE SPPLES EQEMENS.. LL NEO MENNS GVEN E OM E O S. O ENELNE O MN, NLESS OHEWSE NOE. EEO MENNS E OM E/ EGE O MNY/ ONEE O MN ENELNE, NLESS OHEWSE NOE.. LL NEW OO WOK O E PEOME Y LNLO'S OONG ONO S NO O VO MNE'S WNY. POE NOH POE E SHEE NME OVE SHEE EVON, SYMS N LEGENS LE SEY PLN N OE NOMON SPEONS SPEONS OVELL LOO PLN N ELS OO PLN N OO ELS EEO ELEVONS WLL SEONS WLL SEONS ELS OO / WNOW ELS N SHELES GENEL NOES N ESGN E ONON PLN OO MNG PLN E Y ELEVONS SEONS N ELS SEONS N ELS SEONS N ELS SEONS N ELS SHEE SSE: NO. E ESPON SSE O PEM 0.0. OWNE EVNS PLMNG SHELE, NOES N LEGEN PLMNG PLN ELEL LEGEN, NOES & SHELES ELEL LOO PLN N NOES ELEL PNEL SHELE N SE ELS OWNE EVNS PNPL N HGE: POE HE: WN Y: MP NK MO OVE SHEE GENEL NOES 0.0. SHEE LE: G00 " = '0" Y MEHNL SHELES, NOES & ELS MEHNL LOO PLN SHEE NO. VNY MP OONEE ONY, S M GN PE HWELL VLLGE EL LNG SEMONWHESE 508 HE S #0 GEENVLLE, S, 960 (86) 9805 MGN@SEMONWHESE.OM /5/0 :0:5 PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE OWNE EVNS PO. NO. 050

2 EVONS LS 5 SN GPHS N SYMS /5/0 :0:5 PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE EVON NOES:. GENELLY EMS E SPELLE O N EVONS SE ONLY O EE ME N SPE O WHEE PPOPE O O MPOVE LY.. EVONS LSE ELOW PPLY O HE HEL WNGS ONLY, EE O WNGS Y OHE ES O EVONS SE ON OHE ES WNGS.. EE O NSH SHELE O MEL EVONS SE ON HE NSH SHELE.. EVON LSE HEE E SE ON HE NONL SN ME 5. EE O HE NS O EVONS SHOWN ON HE WNGS H E NO LSE HEE. WHEE MLPLE EMS ESNG O HE EVON SHOWN, HE EM EEENE N HE LS ELOW SHLL E SE. / /E N SV S OS NSL OS PNL P S G S H H LM P PPO H S S S S SSN VG W L Y M LG LKH LK N OS O SM WN YP NL V / /O E M G H H P K L LG LG LK LL LO L 5' 0" ONON HE/ENGNEE NON SVE YLONLE ENE SYENE ESSLE OSL NSLON OSL PNEL OM ON PNEL OS OSL ELNG LE E N OM OO LOSE EN or SLE OVE NSHE LOO OVE NSHE GE OVE NSHE SL HOY HVNG N LENE LMNM OSL PNEL ELNG PPOME HE SES OVE SSPENE ELNG OM SPNKLE N HE'S SPPLEMENL NN SON OSL LE ELNG VEGE OSL WLL EMEN LONY EN O O EE (OO) ONY OH ES ELOW NSH LOO MNOS LNG LKHE LNKE LLNOSE OOM O SEEL OOM SEMEN EWEEN LP OONG Y PSS NE ELNG ENON LSS NLEVE ONE E EMENOS (KE) O LOSE ELEVN ONO NSHE ONO NSHE/ONO NSLLE ONO NSHE/OWNE NSLLE ONO NSHE EQPMEN OME MEL MNG ONE G O HOOK HLKO SNPLE ONN ON\ ON ON OK ENE LNE LNG ELNG LKE ON MN LNE LOSE LE MNEVENG LEENES OOS PLL '8" LE (LL OOS) ' ON PPOHES ' 0" MPS M NL O ON ON ON ON OO O P P S S L EMO EP G M SP S MP PN S SP SPL W E E ES EG EG ES E EL ELS ELE ELEM ELEV EME EME SH ENM ENL EN EOS EPS EP EQ EQP EQV E ESL EWH EWS ES E S S S O E E &E ' 0" PSH OMPOSE ONEE MNY N ONELE LENO MN ONEE ONON ONEENE ONO OONE OO ON PNEL PE ONEE SPLSH LOK EM LE EM LE SE N E EMON EPMEN NKNG ONN MEE GONL MENN SPENSE SNE MPPOONG EMONLE PON OWNSPO Y SNPPE SPOSL SHWSHE EH EGE O EEO NSH SYSEM EGE GN EEO GYPSM O EEO NSLON N NSH SYSEM EPNN ON ELEVON ELME ELE ELEMENY ELEVO EMEGENY EMEGENY SHOWE ENMEL ENLOSE ENNE EGE O SL EPNE PYSYENE O (NSLON) EPOY EQL EQPMEN EQVLEN ESNG OO N ESLO ELE WE HEE EYE WSH N ESNG EEO NSHE ONE SE NSH WO SES NSH O SES E LM LOO LENO LOO N E EPMEN ONNEON E EPMEN ONNEON NE E ENGSHE E ENGSHE NE NE, E, N EQPMEN " OO HS OH LOSE N LH H N N G L O O O OM OS OW G P N W GLV G G G G GG GP GP GL GLZ GMP GP G GN G GW GYP GYP PLS H H HP HW HW HW HM NSL NSL PNL N N LO K K KPL LM LM GL LV L LM L LG L L L LNO LK M LL G LOS L LV LV LV LW MH M MN M M M MEH M ME MEL MEZZ M M E M ML S MN M 5' 0" E HOSE/ E HYN L NSH LOO NSH GE E LONE NSHE OPENNG E O ONEE/ E O E O NSH E O MNY E O S E O WLL E ENOE GYPSM EGLSS ENOE PLS NE WLL OVENG GLVNZE G GENEL ONO G L GLSSEENOE ONEE GLSSEENOE GYPSM GLSSEENOE PLSE GLSSEENOE PLS GLSS GLZNG GNEE MMM PE GYPSM PLSE ELNG GO GNE GESE P GYPSM WLL O GYPSM O GYPSM PLSE HOSE HLOW OE HNPPE HLOW OE WOO OO HWE HWOO HLOW MEL NSE MEE/ NSE MENN NSLON NSLE MEL PNEL NO NO LOSE KNOKE OWN KHEN KKPLE LMNE LMNE GLSS LVOY LNE ELNG SE LGHWEGH ONEE MNY N LNE SE LNNG LEE LNE EE (OO) LY LNEM LOKE OOM LE LNE GYPSM O LNE O SGH LVNG OOM LOVE OO LOVE VNYL LE (PLNK, SQE, PENE) LGHWEGH ONEE MHNE OOM MNENNE MMM MELL MEL ONE E MEHNL OOM MEL MELMNE MEZZNNE MLL NSH MNE'S EOMMENON MLE MLY SN MNMM MO PLL ' 0" ' MLWK MO MOP M ML MW MWP N NOML N NL NO NOM NP O O O O/ O O O/O OS OPNG OPP OP O O OVL P P P P PE PEM PEP PG PH PLM PLG PLYW P PO PE PEN PEM P Q Q N HK PN G NS E E OOM E EN EQ ESL ESP ES G P H LG M O V VL SS SS SS SP S S SS SS S HNGE SE PPOHES ' MLLWOK MOE MEN MOP K MOSE ESSN MEL MOWVE MEMNE WEPOONG NO PPLLE NONOMSLE NO N ON NONLOENG NME NOMNL NOE O POEE OVELL ON ENE OSE MEE OWNE NSHE/ONO NSLLE OVELOW N OE OWNE NSHE/OWNE NSLLE OSE E O SS OPENNG OPPOSE OPELE OPENG OOM OVELOW OO N OVELOW PN PEN PN / PNE SE PLEO PEOE PEMNEN PEPENL PEGO PHMY PLS LMNE PLMNG PLYWOO PSHE POELN PEE PENSH PEOME PESSE EE QY LE QY LE SE S ON ESLN SE OE HOOK E EEPON OO N G NSLON, S ENONG SEEL S EEON OOM EEENE ENOE EQE ESLEN ESN PNEL EOM OONG EQES O NOMON EQES O POPOSL OO HH LNG OOM OGH OPENNG E LE LOO OO OP N OO VEN EVEL SE ONE SE SE WO SES SE O SES SSPENE OSL PLSE ELNG SSPENE OSL LE ELNG SPLSH LOK SYENE EN SYENE SSE SELE ONEE O S OE ' 0" OO HS LOSE N LH PSH ' 0" SW S SMP SH SH SM S SKL SP SPE SPKL SPK SQ SS SS S S SN SM SSP LG SV SVN SW SYMM &G E EMP E H K O OM OP OS OW S NN NO V V VE VES V V VN VW ' 0" ' 0" ' 0" S OE WOO OO SMOKE EEO SMOKE MPE SHOWE SHOWE N SML E ON\ SLP ON SKYLGH SNPPE SPEON(S) SPNKLE SPEKE SQE S SE SNLESS SEEL S(S) N NSMSN LSS GE SN EOOM SSPENE ELNG SHEE VNYL NE VENEE SWHO SYMMEL ONGE N GOOVE ENH N OP ELEVON EMPOY EZZO O LOO OVE O LOO ELOW OP O NSH LOO HOGH KO OP O OP O MNY OP O PPE OP O SL\ OP O SEEL OP O WLL E SEEL NNSHE NLESS NOE OHEWSE VES VNYL OMPON LE VEL VESLE VEY N EL V ON VENEE VNYL WLL OVENG W/ WH W/O WHO W WOO SE W WE LOSE W WOO W WSH ONN WH WE HEE WHSE WEHOSE WOM WLK O M WS WN WW WELE WE WWM WELE WE MESH ' NOE:. LL MENNS SHOWN E MNMMS.. MENNS N LENES SHOWN MS E POVE LL OOS.ONO SHLL EVEW EL LYO N ONM H LL O HE PPOPE LENES E POVE. NY SEPNES SHLL E OGH O HE HE'S ENON. NY EMEL WOK H SH HVE EEN VOE Y NGNG SEPNES O HE HE'S ENON SHLL E HE ONOS LNE SYLES PEN: PEN: PEN: 5 PEN: 6 PEN: PEN: 8 LNE YPES EYON ENELNE EMSHE HEN OVEHE NNOONS '' 80. 0'0" Name Elevation '' LGN NSLON K E MENN ENELNE MENN MN G G NEW MN G G ESNG LGN E O SES SPO ELEVON LEVEL / ELEVON HEGH EVN G N LO YPL MELS OMPE EH EH NGES 0" M " M NNOONS 8" M NOH ONEE ONEE MNY N (M) PLYWOO OSE HGH SE L 0 0 S E56 S99 t 0'0" OOM NME 50 S EP/ PHSE OOM NME OOM NME S 5 MN OOM G(S): OO NOH (POE O E) POE NOH E NOH WNOW / N WLL G LOVE G WLL G EMON KEYNOE KEYNOE ESY G SEWOK G NE G EQPMEN G SGNGE G ELNG G ELNG YPE ( / WHEN NE) ELNG HEGH OOM G WH E (NO OOM #) EPMEN O PHSE ( SHOWN) OOM NME OOM # = O GS LOO # = O GS E ( SHOWN) LOO # = O GS OOM # = O GS OO SEQENE (LPHE) OO NG ( SHOWN) >0" " M 0 M >0 5" M POOS LL (NE O GVEL) G NSLON SN, PLSE, EMEN, GO, GYPSM O " M M VEW SM SM / 8.0 VEW NME /8" = '0" PLN VEW LE EEENE VEW NME /8" = '0" SM 0 0 ef 5.0 ef ef ef ef ef 0 ef SM SEEL WOO NSHE WOO OGH NOSE SE PHOO EEENE G PLN NME VEW SLE EN SHEE EL VEW LE EEENE ef EN SHEE PLN / EL LLO EEENNG SHEE EEENE SHEE EN SHEE LNG SEON LLO SM EEENE SHEE EN SHEE WLL SEON LLO EEENE SHEE EN SHEE EL SEON LLO EEO ELEVON NEO ELEVON EL NME EEENE SHEE EN SHEE 5" MN 8" M ONSLN LOGO SELS SHEE SSE: HWELL VLLGE EL LNG OONEE ONY, S NO. E ESPON Y SSE O PEM PLL PSH LH SE PPOHES OOS N SEES 8" M " M 8" M SSE O PEM " MN PNPL N HGE: POE HE: WN Y: MP NK MO ' 0" ' ' ' OSE HGH OW NOSE OW VY 08. GENEL. HE LOWNG LE POVES GNE ON EH NGES O HLEN ONG O GE WHEE LNG ELEMENS SH S O HOOKS, LOKES, O OPELE PS E ESGNE O SE PMLY Y HLEN. HESE MENNS PPLY O EHE OW O SE EHES. ESSLE ELEMENS N OPELE PS ESGNE O L SE O HLEN OVE GE N E LOE OSE HESE NGES MS E WHN HE L EH NGES EQE Y 08 SHEE LE: EVON, SYMS N LEGENS ' 0" ' 0" OW O SE EH GES N HLENS EH NGES GES 5 HOGH 8 GES 9 HOGH SHEE NO. PO. NO. 050 ON SE POKE O HNGE P O LH OOWY W/O OOS, SLNG OOS, N NG OOS HGH (M) LOW (MN) 0" 0" 8" " G00 5

3 5 GENEL NOMON O NME: HWELL VLLGE EL LNG O NME: 050 O LOON OONEE ONY, H N E: EY 0, 0 POE SMMY: HE POE ONSSS O ONE () K SHELL LNG. E ENN MPOVEMENS WLL E HNLE NE SEPE ON N NE SEPE PEM(S) OE NLYSS: HE LOWNG S SMMY NLYSS O PPLLE SEONS O OES, LES, N EGLONS ONNE N HE 05 NENONL LNG OE. /5/0 :0:55 PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE PPLLE OES: 05 NENONL LNG OE 05 NENONL ESENL OE 05 NENONL E OE 05 NENONL MEHNL OE 05 NENONL PLMNG OE 05 NENONL EL GS OE 009 NENONL ENEGY ONSEVON OE 05 NENONL POPEY MNENNE OE 0 NONL ELEL OE.009 ESSLE N SLE LNG N LES OE LNG NOMON LNG OPNY LSN: ONN YPE (SEON 60): LLOWLE LNG E (LE 506.): E NESE: (SEON 506) L LNG E: LLOWLE NO. O ES (LE 50.): L NO. O ES: MMM LLOWLE HEGH (LE 50.): L LNG HEGH: E ESSNE NG (LE 60) PY/EWLLS EEO ENG WLLS EEO NONENG WLLS NEO ENG WLLS NEO NONENG WLLS LOOS EMS MNS OO H H. H.5 LNG MENLE (M) YPE SPNKLEE 50,000 S.. N 5,9 S.. 5' 8' NO. EQ OPN LO (LE 00..) SE LNG MENLE E (S) GOSS E (S) PE O. E WH LLONS (Section 005) SE E WH EQE E WH POVE LNG MENLE EGESS POVE ES MEE O EEE HE LOWNG EQEMENS MMM VEL SNE (LE 0.): MMM E EN OO (SEON 00.): MNMM OO WH (SEON 08.): MNMM LE OPENNG O ES (SEON 00..): MNMM NO. EQE ES (SEON 006.): E OPN LO 5,9 60 GOSS 00 O. = (5,9 S) / (60S/O.) 0. N. PE PEN > (00 O.) x (0. N./O.) = 0 N. (MN ES) N. N. E 50 N. ( ES) ' LNG 5,9 S MENLE 80' " SE OOM 0 S ESY LE SEY LEGEN /" = '0" EGESS PH O VEL OO E OPN LO OO E OPN PY OO LE E WH (N NHES) NEW ENN SEPON WLL E SGN (OWS WHEN NE) ONSLN LOGO SELS SHEE SSE: HWELL VLLGE EL LNG OONEE ONY, S NO. E ESPON Y SSE O PEM 0.0. OWNE EVNS. 8' 0" 8' 0" OWNE EVNS PNPL N HGE: POE HE: WN Y: MP NK MO G0 LE SEY PLN /8" = '0" SHEE LE: LE SEY PLN N OE NOMON SHEE NO. PO. NO. 050 G0 5

4 SHEE LE: SHEE NO. PO. NO. WN Y: POE HE: PNPL N HGE: SHEE SSE: 5 5 LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE ONSLN LOGO SELS /5/0 :0:5 PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt SSE O PEM SPEONS MP NK MO HWELL VLLGE EL LNG OONEE ONY, S SMMY. he Work of Project: new story ype retail dark shell building. onstruction is concrete slab on grade/retaining wall, metal stud/steel framing and roof joists, ES and masonry veneer with PO roof and aluminum storefront.. GeneralWork nder Separate ontracts: oordinate and cooperate fully with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this ontract or other contracts. urther tenant improvements will be handled under a separate contract and under separate permit(s).. Site ccess: ontractor shall have full use of Project site for construction operations as indicated on rawings by the ontract limits and as indicated by requirements of this Section.. riveways, Walkways and Entrances: Keep driveways, parking lot, loading areas, and entrances serving premises clear and available to Owner, Owner's employees, and emergency vehicles at all times. o not use these areas for parking or storage of materials.. Work estrictions, General: omply with restrictions on construction operations.. omply with limitations on use of public streets and with other requirements of authorities having jurisdiction.. ontractor to set/coordinate all onsite restrictions.. ontractor shall coordinate and comply with owner s security protocols with regard to access to the campus, personnel identification and site security. SN POEES. Substitution equests: Submit three copies of each request for consideration. dentify product or fabrication or installation method to be replaced. nclude Specification Section number and title and rawing numbers and titles.. Substitution equest orm: se S orm.. ocumentation: Show compliance with requirements for substitutions and the following, as applicable: a. Statement indicating why specified product or fabrication or installation cannot be provided, if applicable. b. Product ata, including drawings and descriptions of products, fabrication, installation procedures and samples, where applicable or requested. c. omparison of ontractor's construction schedule using proposed substitution, including effect on the overall ontract ime. d. ost information, with a proposal of change, if any, in the ontract Sum. e. ontractor's certification that proposed substitution complies with requirements in the ontract ocuments.. rchitect's ction: f necessary, rchitect will request additional information or documentation for evaluation within seven days of receipt of a request for substitution. rchitect will notify ontractor of acceptance or rejection of proposed substitution within 5 days of receipt of request, or seven days of receipt of additional information or documentation, whichever is later. a. orms of cceptance: hange Order, onstruction hange irective, or rchitect's Supplemental nstructions for minor changes in the Work. b. se product specified if rchitect does not issue a decision on use of a proposed substitution within time allocated.. ompatibility of Substitutions: nvestigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.. Substitutions for ause: Submit requests for substitution immediately on discovery of need for change, but not later than 5 days prior to time required for preparation and review of related submittals.. onditions: rchitect will consider ontractor's request for substitution when the following conditions are satisfied: a. equested substitution is consistent with the ontract ocuments and will produce indicated results. b. equested substitution has received necessary approvals of authorities having jurisdiction. c. equested substitution is compatible with other portions of the Work. d. equested substitution provides specified warranty. e. f requested substitution involves more than one contractor, requested substitution has been coordinated with other portions of the Work.. Substitutions for onvenience: Not allowed unless otherwise indicated. ON MOON POEES. Minor hanges in the Work: rchitect will issue supplemental instructions authorizing minor changes in the Work, not involving adjustment to the ontract Sum or the ontract ime, on ocument G0, "rchitect's Supplemental nstructions or other authorized forms.. Ownernitiated Proposal equests: rchitect will issue a detailed description of proposed changes in the Work that may require adjustment to the ontract Sum or the ontract ime. f necessary, the description will include supplemental or revised rawings and Specifications.. Proposal equests issued by rchitect are not instructions either to stop work in progress or to execute the proposed change.. ontractornitiated Proposals: f latent or changed conditions require modifications to the ontract, ontractor may initiate a claim by submitting a request for a change to rchitect.. hange Order Procedures: On Owner's approval of a Proposal equest, rchitect or Owner will issue a hange Order for signatures of Owner and ontractor on ocument G0. E. onstruction or Work hange irective: rchitect may issue a Work hange irective on ocument G. Work hange irective instructs ontractor to proceed with a change in the Work, for subsequent inclusion in a hange Order.. Work hange irective contains a complete description of change in the Work. t also designates method to be followed to determine change in the ontract Sum or the ontract ime.. ocumentation: Maintain detailed records on a time and material basis of work required by the Work hange irective.. fter completion of change, submit an itemized account and supporting data necessary to substantiate cost and time adjustments to the ontract. PYMEN POEES. Section includes administrative and procedural requirements necessary to prepare and process pplications for Payment.. oordination: oordinate preparation of the schedule of values with preparation of ontractor's construction schedule.. oordinate line items in the schedule of values with other required administrative forms and schedules.. Submit the schedule of values to rchitect at earliest possible date but no later than seven days before the date scheduled for submittal of initial pplications for Payment. ormat and ontent: se S Masterformat 00 as a guide to establish line items for the schedule of values. rrange schedule of values consistent with format of ocument G0.Provide a breakdown of the ontract Sum in enough detail to facilitate continued evaluation of pplications for Payment and progress reports.. Each pplication for Payment shall be consistent with previous applications and payments as certified by rchitect and paid for by Owner.. Payment pplication imes: he date for each progress payment is indicated in the greement between Owner and ontractor. he period of construction work covered by each pplication for Payment is the period indicated in the greement. E. pplication for Payment orms: se ocument G0 and ocument G0 as form for pplications for Payment.. pplication Preparation: omplete every entry on form. Notarize and execute by a person authorized to sign legal documents on behalf of ontractor. G. ransmittal: Submit three signed and notarized original copies of each pplication for Payment to rchitect or Owner by a method ensuring receipt. One copy shall include waivers of lien and similar attachments if required. H. Waivers of Mechanic's Lien: With each pplication for Payment, submit waivers of mechanic's lien from entities lawfully entitled to file a mechanic's lien arising out of the ontract and related to the Work covered by the payment.. nitial pplication for Payment: dministrative actions and submittals that must precede or coincide with submittal of first pplication for Payment.. pplication for Payment at Substantial ompletion: fter rchitect issues the ertificate of Substantial ompletion, submit an pplication for Payment showing 00 percent completion for portion of the Work claimed as substantially complete. K. inal Payment pplication: fter completing Project closeout requirements, submit final pplication for Payment with releases and supporting documentation not previously submitted and accepted, including, but not limited, to the following:. Evidence of completion of Project closeout requirements.. nsurance certificates for products and completed operations where required and proof that taxes, fees, and similar obligations were paid.. pdated final statement, accounting for final changes to the ontract Sum.. ocument G0699, "ontractor's ffidavit of Payment of ebts and laims." 5. ocument G0699, "ontractor's ffidavit of elease of Liens." 6. ocument G099, "onsent of Surety to inal Payment.". Evidence that claims have been settled. 8. inal liquidated damages settlement statement. POE MNGEMEN N OONON. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:. oordination drawings.. equests for nformation (s).. Project meetings.. Subcontract List: Prepare a written summary identifying individuals or firms proposed for each portion of the Work, including those who are to furnish products or equipment fabricated to a special design.. oordination: oordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. oordinate construction operations, included in different Sections, that depend on each other for proper installation, connection, and operation.. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. nclude such items as required notices, reports, and list of attendees at meetings. E. General: mmediately on discovery of the need for additional information or interpretation of the ontract ocuments, ontractor (only) shall prepare and submit an in the form specified (S/ or contractor standard form).. shall include a detailed, legible description of item needing information or interpretation. oordinate and submit s in a prompt manner.. ontractor shall maintain Log.. rchitect's ction: rchitect will review each, determine action required, and respond. llow five working days for rchitect's response for each. f ontractor believes the response warrants change in the ontract ime or the ontract Sum, notify rchitect in writing within 5 days of receipt of the response. G. Project meetings: Schedule and conduct meetings and conferences at Project site as per contract agreements.(ncluding preconstruction conference if required). H. Preinstallation onferences: onduct a preinstallation conference at Project site before each construction activity that requires coordination with other construction. SML POEES. Submittal Schedule: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. nclude time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. nclude additional time required for making corrections or revisions to submittals noted by rchitect and onstruction Manager and additional time for handling and reviewing submittals required by those corrections.. rchitect's igital ata iles: Electronic copies of digital data files of the ontract rawings will be provided by rchitect for ontractor's use in preparing submittals. oordination: oordinate preparation and processing of submittals with performance of construction activities. oordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.. Processing ime: llow time for submittal review, including time for resubmittal, as follows. ime for review shall commence on rchitect s receipt of submittal. No extension of the ontract ime will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.. nitial eview: llow 0 days for initial review of each submittal. llow additional time if coordination with subsequent submittals is required. llow 0 days for review of each resubmittal.. Paper Submittals: Place a permanent label or title block on each submittal item for identification. ndicate name of Project, name of firm, date of submittal, subject of submittal and any additional information pertinent to the review. Provide space for rchitects comments.. ransmittal for Paper Submittals: ssemble each submittal individually and appropriately for transmittal and handling. ransmit each submittal using a transmittal form. E. Electronic Submittals: dentify and incorporate information in each electronic submittal file as follows: ssemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item. Name file with submittal number or other unique identifier, including revision identifier. Provide means for insertion to permanently record ontractor's review and approval markings and action taken by rchitect.. ransmittal orm for Electronic Submittals: se softwaregenerated form from electronic project management software acceptable to Owner.. esubmittals: Make resubmittals in same form and number of copies as initial submittal. G. istribution: urnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. H. se for onstruction: etain complete copies of submittals on Project site. se only final action submittals that are marked with approval notation from rchitect's action stamp.. General Submittal Procedure equirements:. Submit electronic submittals via as P electronic files.. ction Submittals: Submit three paper copies of each submittal unless otherwise indicated. rchitect will return two copies.. nformational Submittals: Submit two paper copies of each submittal unless otherwise indicated. rchitect will not return copies.. ertificates and ertifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. ertificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.. Product ata: ollect information into a single submittal for each element of construction and type of product or equipment. f information must be specially prepared for submittal because standard published data are not suitable for use, submit as Shop rawings, not as Product ata.. Mark each copy of each submittal to show which products and options are applicable.. Submit Product ata in the following format: a. P electronic file. K. Shop rawings: Prepare Projectspecific information, drawn accurately to scale. o not base Shop rawings on reproductions of the ontract ocuments or standard printed data, unless submittal based on rchitect's digital data drawing files is otherwise permitted.. Submit Shop rawings in the following format: a. P electronic file. L. Samples: Submit Samples (full set) for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.. ransmit Samples that contain multiple, related components such as accessories together in one submittal package.. isposition: Maintain sets of approved Samples at Project site. M. Product Schedule: s required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. nclude the following information in tabular form:. Submit product schedule in the following format: a. P electronic file. N. Qualification ata: Prepare written information that demonstrates capabilities and experience of firm or person. O. Welding ertificates: Prepare written certification that welding procedures and personnel comply with requirements in the ontract ocuments. P. nstaller ertificates: Submit written statements on manufacturer's letterhead certifying that nstaller complies with requirements in the ontract ocuments and, where required, is authorized by manufacturer for this specific Project. Q. Manufacturer ertificates: Submit written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the ontract ocuments.. Product ertificates: Submit written statements on manufacturer's letterhead certifying that product complies with requirements in the ontract ocuments. S. Material ertificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the ontract ocuments.. Material est eports: Submit reports written by a qualified testing agency, on testing agency's standard form.. Product est eports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the ontract ocuments.. V. Schedule of ests and nspections: omply with requirements specified in Section Quality equirements." W. Preconstruction est eports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the ontract ocuments.. ompatibility est eports: Submit reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. nclude written recommendations for primers and substrate preparation needed for adhesion. Y. ield est eports: Submit written reports indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location. Z. esign ata: Prepare and submit written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations. nclude list of assumptions and other performance and design criteria and a summary of loads. nclude load diagrams if applicable. Provide name and version of software, if any, used for calculations. nclude page numbers.. Performance and esign riteria: Where professional design services or certifications by a design professional are specifically required of ontractor by the ontract ocuments, provide products and systems complying with specific performance and design criteria indicated.. elegatedesign Services ertification: n addition to Shop rawings, Product ata, and other required submittals, submit digitally signed P electronic file and three paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to ontractor to be designed or certified by a design professional.. ontractors eview ction and nformational Submittals: eview each submittal and check for coordination with other Work of the ontract and for compliance with the ontract ocuments. Note corrections and field dimensions. Mark with approval stamp before submitting to rchitect.. General: rchitect will not review submittals that do not bear ontractor's approval stamp and will return them without action. EE. ction Submittals: rchitect will review each submittal, make marks to indicate corrections or revisions required, and return it.. nformational Submittals: rchitect will review each submittal and will not return it, or will return it if it does not comply with requirements. GG.ncomplete submittals are unacceptable, will be considered nonresponsive, and will be returned for resubmittal without review. HH. Submittals not required by the ontract ocuments may not be reviewed and may be discarded. QLY ON ESNG N NSPEON. hapter nspections and Special esting as prescribed in hapters and of the 0 Edition of the nternational uilding ode apply and are attached at the end of this Section. hapter nspections shall be provided by the local H. Special esting for materials and hapter Special nspections shall be provided by an independent agency and paid for by the Owner.. Qualitycontrol services include inspections, tests, and related actions, including reports performed by ontractor, by independent agencies, and by governing authorities. hey do not include contract enforcement activities performed by rchitect.. nspection and testing services are required to verify compliance with requirements specified or indicated, and to assure code compliance where applicable.. Minimum Quantity or Quality Levels: he quantity or quality level shown or specified shall be the minimum provided or performed. he actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. o comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. efer uncertainties to rchitect for a decision before proceeding. E. ontractor esponsibilities: ooperate with agencies performing required inspections, tests, and similar services, and provide reasonable auxiliary services as requested. Notify the H and independent inspection agency sufficiently in advance of operations to schedule required inspections (typically hours minimum notice). E. etesting: he ontractor is responsible for retesting where results of inspections, tests, or other qualitycontrol services prove unsatisfactory and indicate noncompliance with ontract ocument requirements.. uties of the esting gency: he independent agency engaged to perform Special nspections, sampling, and testing of materials and construction shall cooperate with the rchitect and the ontractor in performance of the agency's duties. he testing agency shall provide qualified personnel to perform required inspections and tests.. he agency shall notify the rchitect and the ontractor promptly of irregularities or deficiencies observed in the Work during performance of its services.. General epair: pon completion of inspection, testing, sample taking and similar services, the ontractor shall repair damaged construction, substrates and finishes.. Protect construction exposed by or for qualitycontrol service activities, and protect repaired construction.. epair and protection is ontractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services. Statement of Special nspections he Special nspection requirements shall be based on Section 0 of the 0 North arolina State uilding ode. ny deviations from the requirements of Section 0 must be approved by the authority having jurisdiction. EMPOY LES N ONS. General: nstallation and removal of and use charges for temporary facilities shall be included in the ontract unless otherwise indicated. llow other entities to use temporary services and facilities without cost (Owner, rchitect, occupants of Project, testing agencies, and authorities having jurisdiction).. Water and Sewer Service: y contractor. Provide connections and extensions of services as required for construction operations.. Electric Power Service: y contractor. Provide connections and extensions of services as required for construction operations. omply with NE, NEM, and L standards and regulations for temporary electric service. nstall service to comply with NP 0.. ests and nspections: rrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. E. ccessible emporary Egress: omply with applicable provisions in the ccessibility Guidelines and /NS... ield Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls, and foundations adequate for normal loading. G. Storage and abrication Sheds: Provide sheds to accommodate construction operations. H. ire Extinguishers: Portable, L rated; with class and extinguishing agent as required.. Sewers and rainage: Provide temporary utilities to remove effluent lawfully.. Sanitary acilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. omply with requirements of authorities having jurisdiction. K. Heating, ooling, Ventilation and Humidity ontrol: Provide temporary heating, cooling and ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. L. Lighting: Provide temporary lighting with local switching that provides adequate illumination. M. elephone Service: Provide temporary telephone service in commonuse facilities. N. emporary oads and Paved reas: onstruct and maintain temporary roads and paved areas adequate for construction operations. O. raffic ontrols: omply with requirements of authorities having jurisdiction. P. Parking: Provide temporary parking areas for construction personnel. Q. Project Signs: Provide Project signs as indicated. nauthorized signs are not permitted.. Waste isposal: Provide wastecollection containers in sizes adequate to handle waste. S. emporary Erosion and Sedimentation ontrol: omply with requirements of 00 EP onstruction General Permit or authorities having jurisdiction.. Stormwater ontrol: omply with requirements of authorities having jurisdiction.. Pest ontrol: Engage pestcontrol service so Project will be free of pests and their residues at Substantial ompletion. Perform control operations lawfully. V. Security Enclosure and Lockup: Provide site security as required.(owner and H) W. arricades, Site security, Warning Signs, and Lights: omply with requirements of authorities having jurisdiction for erecting structurally adequate barriers and barricades, including warning signs and lighting.. ontractor's Moisture Protection Plan: void trapping water in finished work. ocument visible signs of mold that may appear during construction. Y. Maintenance: Maintain facilities in good operating condition until removal. Z. ermination and emoval of emporary acilities: emove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial ompletion. omplete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. epair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. PO EQEMENS. Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products.. omparable Product equests: Submit request for consideration of each comparable product. dentify product or fabrication or installation method to be replaced. nclude Specification Section number and title and rawing numbers and titles.. ompatibility of Options: f ontractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options.. eliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss, including theft and vandalism. omply with manufacturer's written instructions. E. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the ontract ocuments. Manufacturer's disclaimers and limitations on product warranties do not relieve ontractor of obligations under requirements of the ontract ocuments.. Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner.. Special Warranty: Written warranty required by the ontract ocuments to provide specific rights for Owner.. Special Warranties: Prepare a written document that contains appropriate terms and identification, ready for execution. G. General Product equirements: Provide products that comply with the ontract ocuments, are undamaged and, unless otherwise indicated, are new at time of installation.. asisofesign Product: Where Specifications name a product, or refer to a product indicated on rawings, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. H. Visual Matching Specification: Where Specifications require "match rchitect's sample", provide a product that complies with requirements and matches rchitect's sample. rchitect's decision will be final on whether a proposed product matches.. Visual Selection Specification: Where Specifications include the phrase "as selected by rchitect from manufacturer's full range" or similar phrase, select a product that complies with requirements. rchitect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items.. omparable Products, onditions for onsideration: rchitect will consider ontractor's request for comparable product when the following conditions are satisfied. f the following conditions are not satisfied, rchitect may return requests without action, except to record noncompliance with requirements. EEON. utting and Patching: omply with requirements for and limitations on cutting and patching of construction elements.. Visual Elements: o not cut and patch construction in a manner that results in visual evidence of cutting and patching. o not cut and patch exposed construction in a manner that would, in rchitect's opinion, reduce the building's aesthetic qualities. emove and replace construction that has been cut and patched in a visually unsatisfactory manner.. Existing onditions: he existence and location of underground and other utilities and construction indicated as existing are not guaranteed. efore beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work.. Examination and cceptance of onditions: efore proceeding with each component of the Work, examine substrates, areas, and conditions, with nstaller or pplicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. ecord observations.. Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. E. Existing tility nformation: urnish information to local utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction.. ield Measurements: ake field measurements as required to fit the Work properly. echeck measurements before installing each product. G. Verification: efore proceeding to lay out the Work, verify layout information shown on rawings, in relation to the property survey and existing benchmarks. f discrepancies are discovered, notify rchitect promptly. H. Site mprovements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and rim and invert elevations.. uilding Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. ransfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations.. General nstallation: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.. Make vertical work plumb and make horizontal work level.. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.. onceal pipes, ducts, and wiring in finished areas unless otherwise indicated. K. omply with manufacturer's written instructions and recommendations for installing products in applications indicated. L. ttachment: Provide blocking and attachment plates and anchors and fasteners of adequate size and number to securely anchor each component in place. M. oints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. it exposed connections together to form hairline joints. N. utting and Patching, General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time, and complete without delay. O. utting: ut inplace construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining construction. P. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other work. Patch with durable seams that are as invisible as practicable. Q. leaning general: lean Project site and work areas daily, including common areas. Enforce requirements strictly. ispose of materials lawfully. Maintain Project site free of waste materials and debris. Keep installed work clean.. Waste isposal: o not bury or burn waste materials onsite. o not wash waste materials down sewers or into waterways. S. Starting and djusting: Start equipment and operating components to confirm proper operation. emove malfunctioning units, replace with new units, and retest. ONN WSE MNGEMEN N SPOSL. General: evelop a waste management plan and recycle construction waste as per best practices standards and requirements of local authorities or as directed by ontractor.. Site ccess and emporary ontrols: onduct waste management operations to ensure minimum interference with roads, streets, walks, and other adjacent facilities.. General: Except for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.. Except as otherwise specified, do not allow waste materials that are to be disposed of accumulate onsite.. emove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.. urning: o not burn waste materials. NO. E ESPON Y SSE O PEM

5 SHEE LE: SHEE NO. PO. NO. WN Y: POE HE: PNPL N HGE: SHEE SSE: 5 5 LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE ONSLN LOGO SELS /5/0 :0:6 PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt SSE O PEM SPEONS MP NK MO HWELL VLLGE EL LNG OONEE ONY, S N MNY GENEL. Masonry material will comply with the following: lay Masonry SM 6 (compressive strength), oncrete Masonry: SM 0(compressive strength), Mortar shall be ype N (or S or M as noted) in accordance with SM 0 for proportion specification and Grout SM 09(compressive strength).. Samples Product ata / for Verification: Each type / color of exposed masonry unit and mortar.. Masonry Standard (including old and Hot weather): omply with 50./SE 6/MS 60 unless modified by requirements in the ontract ocuments.. efective nits: eferenced masonry unit standards may allow a certain percentage of units to contain chips, cracks, or other defects exceeding limits stated in the standard. o not use units where such defects will be exposed in the completed Work. ONEE MNY NS. Ms/ecorative M s: per SM 90(500psi).ensity lassification: Lightweight (unless note otherwise) Size, type and bond as indicated on drawings.. oncrete uilding rick: per SM 55. Lightweight (unless note otherwise).. ntegral Water epellent (exposed units)t: Provide units made with liquid polymeric, integral water repellent admixture (similar to ainoc or rylock) that does not reduce flexural bond strength for exposed units and where indicated.. Masonry ell nsulation: oamed n Place nsulation (ore ill 500), lass with hermal Values: "" Value degrees mean; SM. K. ace rick: acing brick complying with SM 6(900psi), Grade: SW, and ype: S. ated "not effloresced" per SM 6 with nitial ate of bsorption of less than 0 g/0 sq. in. per minute when tested per SM 6. Size, type and bond as indicated on drawings.. uilding (ommon) rick: SM 6, MW or SW. Size: Match size of face brick. MO N GO MELS. Mortar shall be ype N (or S or M as noted) in accordance with SM 0 for proportion specification and Grout SM 09 (compressive strength).. Mortar and Grout Materials: Portland ement: SM 50, ype or. Hydrated Lime: SM 0, ype S. Portland ementlime Mix: Packaged blend of portland cement and hydrated lime containing no other ingredients. Masonry ement: SM 9(use only with architect express approval). Mortar Pigments: Natural/synthetic iron/chromium oxides complying with SM 99. ggregate for Mortar: SM. ggregate for Grout: SM 0. oldweather dmixture: Nonchloride, noncorrosive, accelerating admixture complying with SM 9/ 9M, ype, and recommended by manufacturer. Water epellent dmixture: Liquid waterrepellent mortar admixture intended for use with Ms containing integral water repellent by same manufacturer. Water: Potable. ENOEMEN/ES. ncoated Steel einforcing ars: SM 65/ 65M or SM 996/ 996M, Grade 60 (Grade 0). See structural note for structural masonry reinforcing.. Masonry oint einforcement, General: SM 95/ 95M. Hotdip galvanized, carbon steel. Spacing of ross ods, abs, and ross ies: Not more than 6 inches (0 mm) o.c. Provide in lengths of not less than 0 feet ( m), with prefabricated corner and tee units.. Masonry oint einforcement for SingleWythe Masonry: Either ladder or truss type with single pair of side rods.. ie/nchor Materials:Hotip Galvanized, arbonsteel Wire: SM 8/ 8M; with SM 5/ 5M, lass coating. Steel Sheet, Galvanized after abrication: SM 008/ 008M, ommercial Steel, with SM 5/ 5M, lass coating. Steel Plates, Shapes, and ars: SM 6/ 6M. E. Wire ies, General: nless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8inch (6mm) cover on outside face. Outer ends of wires are bent 90 degrees and extend inches (50 mm) parallel to face of veneer.. ndividual Wire ies: ectangular units with closed ends and not less than inches (00 mm) wide. G. djustable nchors for onnecting to Structural Steel raming: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. H. djustable MasonryVeneer nchors: General: Provide anchors that allow vertical adjustment but resist tension and compression forces perpendicular to plane of wall, for attachment over sheathing to wood or metal studs. inal selection approved by architect and structural. EMEE LSHNG MELS. Metal lashing: Provide metal flashing complying with SMN's "rchitectural Sheet Metal Manual" and Section 0600 "Sheet Metal lashing and rim".. lexible lashing: se one of the following unless otherwise indicated:. ubberizedsphalt lashing: omposite flashing product consisting of a pliable, adhesive rubberizedasphalt compound, bonded to a highdensity, crosslaminated polyethylene film to produce an overall thickness of not less than 0.00 inch (0.6 mm). Elastomeric hermoplastic lashing: omposite flashing product consisting of a polyesterreinforced ethylene interpolymer alloy.. EPM lashing: Sheet flashing product made from ethylenepropylenediene terpolymer, complying with SM 6, 0.00 inch (.0 mm) thick.see Editing nstruction No. in the Evaluations for cautions about naming manufacturers and products. See Section "Product equirements." MSELLNEOS MNY ESES. ccessories ompressible iller: Premolded filler strips complying with SM 056, Grade ; compressible up to 5 percent; formulated from urethane or PV. Preformed ontroloint Gaskets: Made from styrenebutadienerubber compound, complying with SM 000, esignation M805 or PV, complying with SM 8. ondreaker Strips: felt complying with SM 6, ype (No. 5 asphalt felt).weep/vent Products: ellular Plastic Weep/Vent: Onepiece, flexible, Vresistant. avity rainage Material: reedraining mesh of polymer strands that will nondegradable. Masonry leaner: Manufacturer's approved standardstrength cleaner designed for cleaning new masonry without discoloring or damaging masonry surfaces. MO N GO MES. General: o not use admixtures, including pigments, airentraining agents, accelerators, retarders, waterrepellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated.. Mortar for nit Masonry: omply with SM 0, Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated. or masonry below grade or in contact with earth, use ype M. or reinforced masonry, use ype N. or exterior, abovegrade, loadbearing and nonloadbearing walls and parapet walls; for interior loadbearing walls; for interior nonloadbearing partitions; and for other applications where another type is not indicated, use ype N.. Pigmented Mortar: se colored cement product or select and proportion pigments with other ingredients to produce color required. o not add pigments to colored cement products.. oloredggregate Mortar: Produce required mortar color by using colored aggregates and natural color or white cement as necessary to produce required mortar color. E. Grout for nit Masonry: omply with SM 6. NSLLON, GENEL. se fullsize units without cutting if possible. f cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motordriven saws; provide clean, sharp, unchipped edges. llow units to dry before laying unless wetting of units is specified. nstall cut units with cut surfaces and, where possible, cut edges concealed.. nstall all masonry units in conformance with the recommendations and requirements of he rick nstitute of merica unless indicated otherwise. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movementtype joints, returns, and offsets. void using lessthanhalfsize units, particularly at corners, jambs, and, where possible, at other locations.. ond Pattern for Exposed Masonry: nless otherwise indicated, lay exposed masonry in running bond; do not use units with less than nominal inch (00mm) horizontal face dimensions at corners or jambs.. olerances for imensions and Locations of Elements: or location of elements in elevation/plan/cross section do not vary from that indicated by more than plus or minus / inch (6 mm) in a story height or / inch ( mm) total. E. Lines and levels: or bed joints and top surfaces of bearing walls do not vary from level by more than / inch in 0 feet (6 mm in m), or / inch ( mm) maximum. or vertical lines and surfaces do not vary from plumb by more than / inch in 0 feet (6 mm in m), /8 inch in 0 feet (9 mm in 6 m), or / inch ( mm) maximum or conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than /8 inch in 0 feet ( mm in m), / inch in 0 feet (6 mm in 6 m), or / inch ( mm) maximum.. oints: or bed/head joints, do not vary from thickness indicated by more than plus or minus /8 inch ( mm), with a maximum thickness limited to / inch ( mm). ool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint thickness unless otherwise indicated. G. ill cores in hollow Ms with grout inches (600 mm) under bearing plates, beams, lintels, posts, and similar items unless otherwise indicated. H. Lay hollow Ms as follows: manufacturer s written instructions.. General einforcement nstallation: nstall entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch (6 mm) on exterior side of walls, / inch ( mm) elsewhere. Lap reinforcement a minimum of 6 inches (50 mm). Space reinforcement not more than 6 inches o.c.. Space reinforcement not more than 8 inches o.c. in foundation walls and parapet walls. Provide reinforcement not more than 8 inches above and below wall openings and extending inches (05 mm) beyond openings in addition to continuous reinforcement. Placing einforcement: omply with requirements in 50./SE 6/MS 60.. lashing,weeps and avity rainage: nstall embedded flashing and weep holes in masonry at shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and where indicated. nstall weep holes in head joints in exterior wythes of first course of masonry immediately above embedded flashing and as follows: Place cavity drainage material in cavities to comply with configuration requirements for cavity drainage material. K. Grouting: o not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure. omply with requirements in 50./SE 6/MS 60 for cleanouts and for grout placement, including minimum grout space and maximum pour Limit height of vertical grout pours to not more than 60 inches (50 mm) L. nprogress leaning: lean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. inal leaning: fter mortar is thoroughly set and cured, clean brick by bucketandbrush handcleaning method described in echnical Notes 0 (unless indicated otherwise). MSELLNEOS OGH PENY. Product ata: or each type of process and factoryfabricated product. ndicate component materials and dimensions and include construction and application details.. Lumber: O PS 0 and applicable rules of grading agencies indicated. f no grading agency is indicated, provide lumber that complies with the applicable rules of any ruleswriting agency certified by the LS oard of eview. Provide lumber graded by an agency certified by the LS oard of eview to inspect and grade lumber under the rules indicated.. Maximum Moisture ontent of Lumber: 5 percent unless otherwise indicated.. Preservative reatment by Pressure Process: WP ; se ategory for interior construction not in contact with the ground, se ategory b for exterior construction not in contact with the ground, and se ategory a for items in contact with the ground. pplication: reat items indicated on rawings, and the following:. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and waterproofing.. Wood sills, sleepers, blocking, furring, and similar concealed members in contact with masonry or concrete.. Wood framing and furring attached directly to the interior of belowgrade exterior masonry or concrete walls.. Wood floor plates that are installed over concrete slabsongrade. E. Kilndry lumber after treatment to a maximum moisture content of 9 percent. o not use material that is warped or does not comply with requirements for untreated material.. ireetardantreated Lumber and Plywood by Pressure Process: Products with a flame spread index of 5 or less when tested according to SM E 8, and with no evidence of significant progressive combustion when the test is extended an additional 0 minutes, and with the flame front not extending more than 0.5 feet beyond the centerline of the burners at any time during the test. pplication: reat items indicated on rawings. G. Kilndry lumber after treatment to a maximum moisture content of 9 percent. H. Equipment acking Panels: O PS, Exterior, (fireretardant treated if noted on drawings) in thickness indicated or, if not indicated, not less than 5/8inch nominal thickness.. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture.. Powerriven asteners: NES NE. K. Screws for astening to Metal raming: SM 00, length as recommended by screw manufacturer for material being fastened. L. Set carpentry to required levels and lines, with members plumb, true to line, cut, and fitted. it carpentry to other construction; scribe and cope as needed for accurate fit. M. raming Standard: omply with &P's W, "etails for onventional Wood rame onstruction," unless otherwise indicated. N. nstall plywood backing panels by fastening to studs; coordinate locations with utilities requiring backing panels. O. o not splice structural members between supports unless otherwise indicated. P. Securely attach carpentry work to substrate by anchoring and fastening as indicated, complying with the following: able 0.9., "astening Schedule," in 's nternational uilding ode. SHEHNG. Product ata: or each type of process and factoryfabricated product. ndicate component materials and dimensions and include construction and application details. nclude data for woodpreservative treatment and fireretardant treatment.. ireestesponse haracteristics: or assemblies with fireresistance ratings, provide materials and construction identical to those of assemblies tested for fire resistance per SM E 9 by a testing and inspecting agency acceptable to authorities having jurisdiction.. Plywood: Either O PS or O PS unless otherwise indicated.(see structural). Preservative reatment Plywood by Pressure Process: WP ; se ategory for interior construction, se ategory b for exterior construction. Mark plywood with appropriate classification. reat items indicated on rawings and plywood in contact with masonry or concrete or used with roofing, flashing, vapor barriers, and waterproofing. E. ireetardantreated Plywood by Pressure Process: Products with a flamespread index of 5 or less when tested according to SM E 8, and acceptable to local authorities. dentify fireretardanttreated plywood with appropriate classification marking of qualified testing agency. reat plywood indicated on rawings.kilndry material after treatment to a maximum moisture content of 5 percent.. Plywood Wall Sheathing: Exterior, Structural sheathing(structural to verfy). G. GlassMat Gypsum Wall Sheathing: SM /M. ype and thickness as indicated on drawings H. ementitious acker nits: SM 5, ype. hickness as indicated.. Plywood oof Sheathing: Exterior, Structural sheathing(structural to verfy).. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. or roof and wall sheathing, provide fasteners with hotdip zinc coating complying with SM 5/ 5M. K. Sealant for GlassMat Gypsum Sheathing: Elastomeric, mediummodulus, neutralcuring silicone joint sealant compatible with joint substrates formed by gypsum sheathing and other materials, recommended by sheathing manufacturer. L. o not use materials with defects that impair quality of sheathing or pieces that are too small to use with minimum number of joints or optimum joint arrangement. rrange joints so that pieces do not span between fewer than three support members. ut panels at penetrations, edges, and other obstructions of work; fit tightly against abutting construction unless otherwise indicated. M. Sheathing: securely attach to substrate by fastening as indicated, complying with able 0.9., "astening Schedule," in 's "nternational uilding ode." N. Wood sheathing: omply with applicable recommendations in P orm No. E0, "Engineered Wood onstruction Guide," for types of structuraluse panels and applications indicated. O. Gypsum Sheathing: omply with G5 and with manufacturer's written instructions. Seal sheathing joints according to sheathing manufacturer's written instructions. P. ementious backer panels: nstall panels and treat joints according to NS 08. and manufacturer's written instructions for type of application indicated. ON SELNS. Product ata/ Samples: or each jointsealant product indicated.. ointsealant Schedule: nclude the following information:. ointsealant application, joint location, and designation.. ointsealant manufacturer and product name.. ointsealant formulation.. ointsealant color.. Special nstaller's Warranty: Manufacturer's standard form in which nstaller agrees to repair or replace joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period.. Special Manufacturer's Warranty: Manufacturer's standard form in which jointsealant manufacturer agrees to furnish joint sealants to repair or replace those that do not comply with performance and other requirements specified in this Section within specified warranty period. E. Silicone oint Sealant: M ildewesistant, Neutraluring : SM 90.Single component, onsag rated for traffic exposure.. rethane oint Sealant : SM 90. Single component, onsag rated for traffic exposure G. Latex oint Sealant : crylic latex or siliconized acrylic latex, SM 8, ype OP, Grade N. H. Preformed oam oint Sealant : Manufacturer's standard preformed, precompressed, opencell foam sealant manufactured from urethane foam with minimum density of 0 lb/cu. ft. (60 kg/cu. m) and impregnated with a nondrying, waterrepellent agent. actory produce in precompressed sizes in roll or stick form to fit joint widths indicated; coated on one side with a pressuresensitive adhesive and covered with protective wrapping.. ylindrical Sealant ackings: SM 0, ype (closedcell material with a surface skin) or any of the types, as approved in writing by jointsealant manufacturer for joint application indicated], and of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance.. Sealant nstallation Standard: omply with recommendations in SM 9 for use of joint sealants as applicable to materials, applications, and conditions indicated. K. nstall sealant backings of kind indicated to support sealants during application and at position required to produce crosssectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. L. nstall bondbreaker tape behind sealants where sealant backings are not used between sealants and backs of joints. M. nstall sealants using proven techniques that comply with the following and at the same time backings are installed: N. ooling of Nonsag Sealants: mmediately after sealant application and before skinning or curing begins, tool sealants according to requirements specified in subparagraphs below to form smooth, uniform beads of configuration indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. EEO NSLON N NSH SYSEM (ES NLE). ES Performance: omply with SM E 568 and ES 9. Weathertightness: esistant to uncontrolled water penetration from exterior, with a means to drain water entering ES to the exterior. mpact Performance: SM E 568, Standard impact resistance, unless otherwise indicated. ond ntegrity: ree from bond failure within ES components or between ES and substrates, resulting from exposure to fire, wind loads, weather, or other inservice conditions.. Product ata/samples/ertificates: or each ES component, trim, and accessory. ES Materials: Primer/Sealer shall be ES manufacturer's standard substrate conditioner. Wateresistive oatings shall be ES manufacturer's standard formulation and accessories for use as waterresistive barriers; compatible performance criteria of SM E 50. lexible Membrane lashing shall be ES manufacturer's standard or product recommended in writing by ES manufacturer.. nsulation: Molded, igid ellular Polystyrene oard nsulation: omply with SM 58, ype with adhesive to be manufacturer's standard formulation for selected system. E. ES oating/mesh: Primer, ase oat, and Waterproof dhesive/aseoat shall be ES manufacturer's standard waterproof formulation. inishoat Materials shall be ES manufacturer's standard acrylicbased coating with enhanced mildew resistance. olor and textures as shown on drawings.. einforcing Mesh(Standard impact, unless noted otherwise: alanced, alkaliresistant, openweave, glassfiber mesh treated for compatibility with other ES materials, made from continuous multiend strands with retained mesh tensile strength of not less than 0 lbf/in. according to SM E 098. G. nstaller Qualifications: n installer who is certified in writing by ES manufacturer as qualified to install manufacturer's system using trained workers. H. nstallation: omply with SM 9, SM E 5, and ES manufacturer's written instructions for installation of ES as applicable to each type of substrate indicated. rim, joints and buildout as shown on drawings. HEML NSLON/VPO. Glassiber lanket nsulation: nfaced, Glassiber lanket nsulation: SM 665, ype ; with maximum flamespread and smokedeveloped indexes of 5 and 50, respectively, per SM E 8; passing SM E 6 for combustion characteristics. Location and Value as noted on drawings.. ExtrudedPolystyrene oard nsulation: SM 58, with maximum flamespread and smokedeveloped indexes of 5 and 50, respectively, per SM E 8.. MoldedPolystyrene oard nsulation: SM 58, with maximum flamespread and smokedeveloped indexes of 5 and 50, respectively, per SM E 8.. Vapor etarders (Polyethylene): SM 9, 6 mils thick, with maximum permeance rating of 0. perm E. nstallation General: omply with insulation manufacturer's written instructions applicable to products and applications indicated. nstall insulation that is undamaged, dry, and unsoiled and that has not been left exposed to ice, rain, or snow at any time. Extend insulation to envelop entire area to be insulated. ut and fit tightly around obstructions and fill voids with insulation. Provide sizes to fit applications indicated and selected from manufacturer's standard thicknesses, widths, and lengths. pply single layer of insulation units to produce thickness indicated unless multiple layers are otherwise shown or required to make up total thickness.. nstallation elow Grade: on vertical surfaces, set insulation units according to manufacturer's written instructions. f not otherwise indicated, extend insulation a minimum of inches (60 mm) below exterior grade line. G. Vapor retarder nstallation: place vapor retarders on side of construction indicated on rawings. Extend vapor retarders to extremities of areas to protect from vapor transmission. Secure vapor retarders in place with adhesives or other anchorage system as indicated. Extend vapor retarders to cover miscellaneous voids in insulated substrates, including those filled with loosefiber insulation. Seal joints in vapor retarders and repair tears. HEMOPLS PYEN (PO) OONG. oofing System: Mechanically fastened PO membrane roofing system (white NO), 60mil as noted on drawings.. oofing membrane: abriceinforced hermoplastic Polyolefin Sheet as per SM 688, internally fabric or scrim reinforced, uniform, flexible PO sheet.. Product ata/samples/ertifications: or each type of product with certification from manufacturer of product conformance to specified requirements.. nstaller Qualifications: qualified firm that is approved, authorized, or licensed by membrane roofing system manufacturer to install manufacturer's product. E. Special Warranty: Manufacturer's standard or customized form, without monetary limitation, in which manufacturer agrees to repair or replace components of membrane roofing system that fail in materials or workmanship within specified warranty period. Warranty Period: 0 years from date of Substantial ompletion.. General: uxiliary membrane roofing materials recommended by roofing system manufacturer for intended use (single source), and compatible with membrane roofing. ncluding: sheet flashing, bonding adhesive, slip sheet, termination bars and fasteners. G. over board: eck Sheathing and over oard: Glass mat faced gypsum panels, SM /M, fire resistant type, / inch thick. Product: GP enseck Prime H. Polyisocyanurate oard nsulation: SM 89, ype, felt or glassfiber mat facer on both major surfaces. value as noted on drawings. Provide manufacturer approved steel fasteners(coated), adhesive and protection mats for installation. oordinate installing roofing system components so insulation is not exposed to precipitation or left exposed at the end of the workday. Where overall insulation thickness is. inches (68 mm) or greater, install two or more layers with joints of each succeeding layer staggered from joints of previous layer a minimum of 6 inches (50 mm) in each direction. lexible Walkways: actoryformed, nonporous, heavyduty, slipresisting, surfacetextured walkway pads or rolls, approximately /6 inch (5 mm) thick, and acceptable to membrane roofing system manufacturer. nstall walkway according to roofing system manufacturer's written instructions.. Mechanically fasten membrane roofing over area to receive roofing and install according to roofing system manufacturer's written instructions. ccurately align membrane roofing and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. Mechanically fasten or adhere membrane roofing securely at terminations, penetrations, and perimeter of roofing K. nstall sheet flashings and preformed flashing accessories and adhere to substrates according to membrane roofing system manufacturer's written instructions. L. inal oof nspection: rrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion. OO OPNG/S. SP Wind esign Standard: Manufacture and install copings and roofedge flashings tested according to SP ES and capable of resisting the design pressures for the project indicated on drawings.. Product ata/samples: or each type of product indicated.. Special Warranty on Painted inishes: Manufacturer's standard form in which manufacturer agrees to repair finish or replace roof specialties that show evidence of deterioration of factoryapplied finishes within 0 years from date of Substantial ompletion.. luminum Sheet: SM 09, alloy as standard with manufacturer for finish required, with temper to suit forming operations and performance required. lat/smooth surface with a wooat luoropolymer: M 60, System consisting of primer and fluoropolymer color topcoat containing not less than 0 percent PV resin by weight. E. Zincoated (Galvanized) Steel Sheet: SM 65/ 65M, G90 coating designation. lat/smooth surface with a wooat luoropolymer: M 6, System consisting of primer and fluoropolymer color topcoat containing not less than 0 percent PV resin by weight.. oncealed luminum Sheet: SM 09, alloy and temper recommended by manufacturer for type of use and structural performance indicated, mill finished.th SM 9.. Slip Sheet: uilding paper, lb/00 sq. ft. minimum, rosin sized.. General: Provide materials and types of fasteners, protective coatings, sealants, and other miscellaneous items required by manufacturer for a complete installation. K. asteners: Manufacturer's recommended fasteners, suitable for application and designed to meet performance requirements. L. Elastomeric Sealant: SM 90, elastomeric polymer sealant of type, grade, class, and use classifications required by roofingspecialty manufacturer for each application. M. utyl Sealant: SM, singlecomponent, solventrelease butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hookedtype expansion joints with limited movement. N. ituminous oating: oldapplied asphalt emulsion complying with SM 8. O. opings: Manufactured coping system consisting of formedmetal coping cap in section lengths not exceeding feet, concealed anchorage; corner units, end cap units, and concealed splice plates with same finish as coping caps. orners: actory mitered and mechanically clinched and sealed watertight. opingap ttachment Method: ace leg hooked to continuous cleat with back leg fastener exposed, fabricated from copingcap material. Snaponoping nchor Plates: oncealed, galvanizedsteel sheet, inches wide, with integral. ace Leg leats: oncealed, continuous galvanizedsteel sheet. P. oofedge ascia: Manufactured, twopiece, roofedge fascia consisting of snapon metal fascia cover in section lengths not exceeding feet and a continuous formed or extrudedaluminum anchor bar with integral dripedge cleat to engage fascia cover. Provide matching corner units. ascia over: abricated from the following exposed metal: ormed luminum or Zincoated Steel as indicated on drawings. orners: actory mitered and mechanically clinched and sealed watertight. Splice Plates: oncealed, of same material, finish, and shape as fascia cover. Q. General installation: nstall roof specialties according to manufacturer's written instructions. nchor roof specialties securely in place, with provisions for thermal and structural movement. se fasteners, solder, protective coatings, separators, sealants, and other miscellaneous items as required to complete roofspecialty systems. nstall roof specialties level, plumb, true to line and elevation; with limited oilcanning and without warping, jogs in alignment, buckling, or tool marks. Provide uniform, neat seams with minimum exposure of solder and sealant. nstall roof specialties to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before manufacture. LMNMME ENNES N EONS. Product ata/samples/shop drawings: or each type of product.. elegatedesign Submittal: or aluminumframed entrances and storefronts indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.. Product Options: nformation on rawings and in Specifications establishes requirements for aesthetic effects and performance characteristics of assemblies. esthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction.. Special Warranty: nstaller agrees to repair or replace components of aluminumframed entrances and storefronts that do not comply with requirements or that fail in materials or workmanship within specified warranty period. Warranty Period: wo years from date of Substantial ompletion. E. Special inish Warranty: Standard form in which manufacturer agrees to repair finishes or replace aluminum that shows evidence of deterioration of factoryapplied finishes within specified warranty period. Warranty Period: 0 years from date of Substantial ompletion.. General Performance: omply with performance requirements specified, as determined by testing of aluminumframed entrances and storefronts representing those indicated for this Project without failure due to defective manufacture, fabrication, installation, or other defects in construction. luminumframed entrances and storefronts shall withstand movements of supporting structure including, but not limited to, story drift, twist, column shortening, longterm creep, and deflection from uniformly distributed and concentrated live loads. G. Structural: est according to SM E 0. H. ir nfiltration: est according to SM E 8.Verify with manufactures standards and local requirements for fixed glass framing and doors.. Energy Performance: ertify and label energy performance according to N and in compliance with local energy code requirements. Values to be confirmed with rchitect.. Windborneebris mpact esistance: Pass missileimpact and cyclicpressure tests when tested according to SM E 886 and testing information in SM E 996. onfirm local Wind Zones and requirements for impact resistance. K. hermal Movements: llow for thermal movements resulting from ambient and surface temperature changes: L. Manufacturers: re as indicated on drawings (similar to Kawneer or YKK) M. raming Members: Manufacturer's extruded or formedaluminum framing members of thickness required and reinforced as required to support imposed loads. Standard or hermally broken as noted with color finish and glazing as indicated on drawings N. rackets and einforcements: Manufacturer's standard highstrength aluminum with nonstaining, nonferrous shims for aligning system components. O. Materials: luminum: lloy and temper recommended by manufacturer for type of use and finish indicated. Sheet and Plate: SM 09.Extruded ars, ods, Profiles, and ubes: SM.Extruded Structural Pipe and ubes: SM 9/ 9M.Structural Profiles: SM 08/ 08M. P. Entrance oors: Manufacturer's standard glazed entrance doors for manualswing operation as shown on drawings. Q. General: Provide entrance door hardware and entrance door hardware sets indicated in door and frame schedule compatible with manufactures framing system.. orm or extrude aluminum shapes before finishing. S. abricate components that, when assembled, have the following characteristics:profiles that are sharp, straight, and free of defects or deformations. ccurately fitted joints with ends coped or mitered. Physical and thermal isolation of glazing from framing members. asteners, anchors, and connection devices that are concealed from view to greatest extent possible.. lear nodic inish: M 6, M, lass, 0.08 mm or thicker.. olor nodic inish: M 6, M/, lass, 0.08 mm or thicker. olor as indicated on drawings. V. akedenamel or Powderoat inish: M 60 except with a minimum dry film thickness of.5 mils. olor as indicated on drawings. W. HighPerformance Organic inish: wocoat fluoropolymer finish complying with M 60 and containing not less than 0 percent PV resin by weight in color coat. olor as indicated on drawings.. nstallation: omply with manufacturer's written instructions. o not install damaged components. it joints to produce hairline joints free of burrs and distortion. igidly secure nonmovement joints. nstall anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. Seal perimeter and other joints watertight unless otherwise indicate. Y. Metal Protection: Where aluminum is in contact with dissimilar metals, protect against galvanic action by painting contact surfaces with materials recommended by manufacturer for this purpose or by installing nonconductive spacers. Where aluminum is in contact with concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. Z. Exterior Entrance oors: nstall doors to produce smooth operation and tight fit at contact points. nstall to produce weathertight enclosure and tight fit at weather stripping. ieldnstalled Entrance oor Hardware: nstall surfacemounted entrance door hardware according to entrance door hardware manufacturers' written instructions using concealed fasteners to greatest extent possible. HLOW MEL OOS N MES. Product ata: nclude construction details, material descriptions, core descriptions, label compliance, fireresistance rating, and finishes for each type of steel door and frame specified.. ireated oor rame ssemblies: ssemblies complying with NP 80.. Materials: oldolled Steel Sheet: SM 008/ 008M, ommercial Steel (S), ype ; suitable for exposed applications. Hot olled Steel Sheet: SM 0/ 0M, ommercial Steel (S), ype ; free of scale, pitting, or surface defects; pickled and oiled. Metallicoated Steel Sheet: SM 65/ 65M, ommercial Steel (S), ype ; with minimum 0 zincironalloy (galvannealed) coating designation. Electrolytic Zincoated Steel Sheet: SM 59/ 59M, ommercial Steel (S), lass coating; mill phosphatized.. Supports and nchors: fter fabricating, galvanize units to be built into exterior walls according to SM 5/ 5M, lass. E. Mineraliber nsulation: SM 665, ype (blankets without membrane facing); passing SM E 6 for combustion characteristics.. General Exterior doors: Provide doors of design indicated, not less than thickness indicated; fabricated with smooth surfaces, without visible joints or seams on exposed faces. omply with NS ace sheets fabricated from metalliccoated steel sheet. Provide doors complying with requirements indicated by referencing NS 50.8 for level and model and NS 50. for physicalendurance level:level and Physical Performance Level (Heavy uty), Model (Seamless). Shop primeas per NS 50.0 acceptance criteria. G. GeneralExterior rames: omply with NS 50.8 and with details indicated for type and profile. abricated from metalliccoated steel sheet with mitered or coped and welded face corners and seamless face joints. Supports and nchors: abricated from electrolytic zinccoated or metalliccoated steel sheet. amb nchors: Masonry, studwall, compression, or postinstalled expansion type; not less than 0.0 inch thick. loor nchors: ormed from same material as frames, not less than 0.0 inch thick.shop primeas per NS 50.0 acceptance criteria. H. abrication: abricate standard steel doors and frames to be rigid and free of defects, warp, or buckle. ccurately form metal to required sizes and profiles, with minimum radius for thickness of metal. actory prepare standard steel doors and frames to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping to comply with applicable requirements in NS 50.6 and NS/H 5.. nstallation: Provide doors and frames of sizes, thicknesses, and designs indicated. nstall standard steel doors and frames plumb, rigid, properly aligned, and securely fastened in place; comply with rawings and manufacturer's written instructions.omply with S 05. heck and readjust operating hardware items immediately before final inspection. Primeoat ouchup: mmediately after erection, sand smooth rusted or damaged areas of prime coat and apply touchup of compatible airdrying primer. GYPSM O. Product ata: or each type of product.. ireesistanceated ssemblies: or fireresistancerated assemblies, provide materials and construction identical to those tested in assembly indicated according to SM E 9 by an independent testing agency.. Gypsum Wallboard: SM 96/ 96M. hickness as noted on drawings. aper unless noted otherwise.. Gypsum oard, ype : SM 96/ 96M. hickness as noted on drawings. aper unless noted otherwise. E. Gypsum eiling oard: SM 96/ 96M. hickness as noted on drawings. aper unless noted otherwise.. Moisture and Moldesistant Gypsum oard: SM 96/ 96M. With moisture and moldresistant core and paper surfaces. SM, score of 0 as rated according to SM G. nterior rim: SM 0. Material: Galvanized or aluminumcoated steel sheet, rolled zinc, plastic, or paperfaced galvanized steel sheet. luminum : SM lloy H. oint reatment: omply with SM 5/ 5M. oint ompound for nterior Gypsum oard: or each coat use formulation that is compatible with other compounds applied on previous or for successive coats. nstallation: omply with SM 80. eject panels that are wet,moldy or damaged.place panels, apply trim and tape joints as per manufactures recommendations. pply joint finish compound as per manfactures recommendations and established standards. nstall control joints according to SM 80 and in specific locations approved by rchitect for visual effect.. Gypsum oard inish Levels: inish panels to levels indicated below and according to SM 80:. Level : eiling plenum areas, concealed areas, and where indicated.. Level : Panels that are substrate for tile. Level : Where indicated on rawings. Level : t panel surfaces that will be exposed to view unless otherwise indicated. 5. Level 5: Where indicated on rawings WNNGS. Product ata: or each type of product.. Special Warranty: Manufacturer and fabricator agree to repair or replace components of awnings that fail in materials or workmanship within specified warranty period.. wning Warranty Period: ive years from date of Substantial ompletion.. abric Warranty Period: hree years from date of Substantial ompletion.. Source Limitations: Obtain awnings from single source from single manufacturer.. hermal Movements: llow for thermal movements from ambient and surface temperature changes. E. egulatory equirements: Provide awnings complying with local design loads (wind, snow, seismic) and as indicated on drawings. wnings shall comply with requirements of local authorities.. ireestesponse haracteristics: Provide awning fabrics with the firetestresponse characteristics indicated, as determined by testing identical products according to test method indicated below by L or another testing and inspecting agency acceptable to authorities having jurisdiction:lameesistance atings: Passes NP 0.Permanently attach label to each awning fabric indicating whether fabric is inherently and permanently flame resistant or is treated with flameretardant chemicals, and whether it requires retreatment after designated time period or cleaning. G. esign: s shown on drawings. H. abric iber ontent: Shall be selected from the following or as indicated on the drawings: Vinyllaminated or coated polyester mesh, Vinyllaminated or coated polyester, cryliccoated polyester, esincoated polyester, Vinylcoated polyester/cotton blend, cryliccoated polyester/cotton blend, esincoated polyester/cotton blend, Solutiondyed acrylic, Solutiondyed modacrylic, or Expanded PE.. hread: 00 percent bonded polyester or approved equal, Vlight, mildew, and rot resistant.. luminum rames: lloy and temper recommended by awning manufacturer for type of use and finish indicated and with not less than the strength and durability properties of alloy and temper required by structural loads.. luminum Plate and Sheet: SM 09.. luminum Extrusions: SM.. luminum inish: s indicated on drawings shall be either, Mill finish, akedenamel, Powdercoat finishes complying with finish manufacturer's written instructions for surface preparation including pretreatment, application, baking, and dry film thickness. K. nchors, asteners, ittings, Hardware, and nstallation ccessories: omplying with performance requirements indicated and suitable for exposure conditions, supporting structure, anchoring substrates, and installation methods indicated. orrosionresistant, weatherresistant, nonstaining materials. Where exposed to view, provide finish as selected by rchitect. L. General: nstall awnings and frames at locations and in position indicated, securely connected to supports, free of rack, and in proper relation to adjacent construction. se mounting methods of types described and in compliance with Shop rawings and fabricator's written instructions. SPEONS GENEL NOES:. HE NLE SPEONS E O EEENE S O ESGN NEN, LEVEL O QLY N MEHO O NSLLON.. LL POES MY NO HVE LL MELS EPESENE HEE.. EE O WNGS O SS O ESGN POS, O N NSHES N OHE PO OPONS.. SEPNES WHH ES EWEEN HESE SPEONS N OHE WNG ONEN SH E OGH O HE ENON O HE HE O HE LON. NO. E ESPON Y SSE O PEM

6 5 EEO PLN NOES:. O LL PVEMEN ONONS, SPO ELEVON, PKNG, N OHE SE ONONS, PLESE EE O VL WNGS.. EEO MENNS E O E O NSH,.N.O.. LL EEO OO MENNS E O EGE O.O.. S = 6 OWNSPO OM LEEO OVE; E NO MWE NGE SYSEM.. /5/0 :0:9 PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE PLN NOH O H E WLL SE.L. ESGN # 9 E NOH. LL YPL ELS LLSE ONEPL PPOHES O EPPNG WHH MS E PE O HE SPE EQEMENS O HE L MNE EQEMENS.. LL E SSEMLES SHLL E E O HE LOO / WLL / OO E NGS WHH S PENENG.. LL EQE SLEEVES SHLL E MEL. PLS SLEEVES E NO PEME.. LL SNGLE ON PENEON N E MNY WLLS SHLL E SLEEVE WH MEL SLEEVES. 5. LL NSLE PPNG PENENG GYPSM O E WLLS SHLL E SLEEVE WH MEL SLEEVES NLESS NOE OHEWSE. 6. LL NLE OMMNON O ELEL LES PENENG GYPSM O PONS SHLL E SLEEVE WH MEL SLEEVES.. LL PENEONS N ELEVE POE ONEE SL SHLL E SLEEVE WH SEEL SLEEVES. 8. LL PPNG N WOK SE O MOVEMEN SHLL E EPPE WH LELE E E SELNS. 9. LL MLPLE PENEONS O E E WLLS MS E E SSEMLES O ENGNEENG GMENS ONG O HE EMS O HE SPEONS. 0. EPPNG SHLL E POVE N LL WLLS N PONS O O LL ONELE OPENNGS, OH HOZONL N VEL, N O OM E E EWEEN HE PPE LOO N OO SPE N ONE WH HE NENONL LNG OE. HS PPLES O LL WLLS, MN WPS, NONE PON WLLS N E WLLS. EPPNG NOES /8" = '0" GENEL PON NOES:. PLN MENNS E E O S, M O NSH E O ESNG WLL ONN NLESS SPELLY NOE OHEWSE. GYPSM WLL O LYES ON E WLLS SHLL E ONNOS HOGH LL NESEONS WH NONE WLLS. EE O E WLL POY GM.. EEENE LL LOO PLNS N LE SEY PLNS O E WLL LOONS N NGS.. POVE YPE "", M N MOSE ESSN GYPSM O N LL E N NO OOMS. 5. LL.L. E WLLS H EEN O HE SE OVE, LL VOS S WH MNEL WO NSLON WHEE WLL S ME ON EMS, OSS, SLS, N OO EK. MNN SHELE N NG. LL N E WLLS POVE LELE SELN O N OSL GSKE EWEEN HE S E SYSEM N LL SSML SES (.E. PENEONS) N L EWEEN HE SYSEM N SML SES WHEE PEMEE ELE S EQE. LL OPENNGS HOGH HE SYSEM, N S ENE PEMEE, SHLL E SELE GH. PNG GYPSM O WLL N WLLELNG NESEONS POVES N EQE SEL HESE LOONS. 6. LL ONS OP O LL E E PONS: POVE OMPLEE.L. LSE E ESSVE ON SYSEM O MH E ESSNE O WLL SSEMLY N H S L OMPLE WH ON SSES. SM OMPLEE ON SYSEM PO NOMON O LL ONONS.. POVE ELEON K OP O WLL LL ONNEONS O HE SE OVE. 8. NY POON O GYPSM O H EOMES WE O SHOWS SGNS O MOSE MGE, EHE EOE O E NSLLON, S O E EMOVE MMEELY N EPLE WH NEW Y GYPSM O. 9. MNY NEO PONS HVE ONL NSHES, SH S WLL LES O WOO PNELNG. SEE NSH SHELE N EL SHEES O ONL NOMON. 0. LL ONEE LOK (N E E WLLS) MS E HE.L. LSN MK O SM EQVLEN ESNG.. GENEL ONO SHLL VEY SPNG N GGE O NEO SS, LMNG HEGHS N LLOWLE ELEON O SPE PPLONS SE ON MNE'S EQEMENS. S MNMM, SS SHLL E 0 GGE O GEE.. N ENON LNKE S EQE LL NEO PONS N SHLL N LL HEGH O PON NLESS NOE OHEWSE. N ENON SHLL E ME O MNEL WO O OHE.L. PPOVE MEL.. S NO HE NEN O HE OMENS O ENY EH NVL WLL WH WLL G. MNO WLLS O OHE WLLS NO GGE WLL E O HE SME WLL YPE S EN WLLS.. GENEL ONO S O OONE N POVE LL EQE LOKNG WHN HE WLLS. HS NLES S NO LME O, LL MLLWOK, SEWOK, G S, L MONOS, N E PONS. 5. GYPSM O ON WLLS SHLL E PPLE WH MNMM / GP EWEEN HE GYPSM O N HE LOO N SHLL NO E PPLE OVE OHE LNG MELS WHEE ONONS ES H E VE O M GOWH. GENEL PON NOES /" = '0" NO LL NOES E PPLLE ONNOS OSL SELN OP N OOM O WLL (OH SES) SL O EK OVE; SEE S. GONLLY E K O SE ONNOS EP OP N OOM O WLL N LL OPENNGS H WLL OSL NSLON, LL VY WH, W/ GLV. SEEL PNS SEE O NEO E O NSH O.. VE. & HOZ. MEL S MNG O..; SEE PON YPES LEGEN ONE () LYE YPE '' GW NSH OH SES ON. SL; SEE S. SEEL NNE SENE O ON. SL " O.. OP & OOM O MEL S MNG 00 LOO PLN NOES: NO LL LOO NOES SE. LL GYP O WLLS SHLL E EY O PNNG Y ENN NLESS NOE OHEWSE.. LOO O E " HK ONEE SL WH 6x6 W. x W. WW ENONG ON 0 ML PYEHYLENE VPO E ON " NO. 5 NE.. LL YWLL SE N SPE O E PE, SNE, PME N EY O E PNE Y ENN NLESS NOE OHEWSE.. MOSE ESSN GYP. O S EQE LL WLLS EPOSE O MOSE. 5. LL NSHES Y ENN.N.O. LOO PLN NOES " = '0" 00 H H. H ' " ' 0 /" 9' 0 /" 9' 0 /" ' 0 /" ' 0" ' " ' 8" ' " ' 0" 8' " 8' " ' 0" 6' 0" ' 0" ' 0 /" 9' 0 /" 0' 0" 9' /" ' /" ' 0 /" ' 0 /" ' 0 /" ' 0 /" 0L 0K 0 0 0' " ' 0" ' " ' " ' " ' 0" ' " ' " 6' " ' " 6' 8" ' " ' 0" ' 0" ' " ' " 5' 0" ' " ' " ' 0" ' 0 /" ' 0 /" OO LE SEE EL ON 0 S E 00 0 ' 0 /" ' 0 /".9 MEL S MNG LH SENE L HEE MNE NE VENEE ON MO SENG E SEE ELEVONS O O. MO SH O WLL NE; SEE ELEL SEE PLN YPL ONE PLSE PLN EL /" = '0" SEE PLN 9 /" ' " ' 8" ' " ' 9" ' 8" ' 9" ' 9" ' 8" ' 9" ' 9" ' 8" ' 9" ' " ' 8" ' " ' 0" 6' 0" ' 0" ' " ' 0" ' " ' 0" ' " ' 0" 6' 0" ' 0" E LNG 0 0' 5" 00 0 SE OOM 0 S6 ' 5" Sim 00 0 ' 5" ' 5" SEE PLN " G MEL S MNG W/ 9 NSLON LMNM EON SYSEM WH NSLE GLSS. SEE ELEVONS KE O N SELN P.. SHM, S EQ. K O NE VENEE SEE ELEVONS LQ PPLE W... ON 5/8" EEO SHEHNG S6 ' 0 /" ' 0 /" 0H KNO O LOON OONE W/ L E EPMEN. POVE ONNEON OM MPE SWH HEE MNE NE VENEE ON MO SENG E SEE ELEVONS O O L LH SENE MO SH O WLL NE; SEE ELEL.9. 0G ' 0 /" SEE PLN SEE PLN YPL PLSE PLN EL /" = '0" SEE PLN ' 0 /" ' 0 /" 0 ' /" ' /" ' /" 00 0 ' /" MEL S MNG W/ 9 NSLON K O NE VENEE SEE ELEVONS " G MEL S MNG LQ PPLE W... ON 5/8" EEO SHEHNG Sim ' " ' 8" ' " ' 0" 6' 0" ' 0" ' " ' 0" 6' 0" ' 0" ' 0 /" 6' " 00 POE NOH ONSLN LOGO SELS SHEE SSE: OWNE EVNS 0.0. PNPL N HGE: POE HE: WN Y: SHEE LE: OVELL LOO PLN N ELS SHEE NO. HWELL VLLGE EL LNG OONEE ONY, S NO. E ESPON Y SSE O PEM 0.0. OWNE EVNS MP NK MO PO. NO PON YPE S6 /" = '0" 00 LOO PLN / = '0" 00 5

7 5 NOE: (NSLLE S ESPONSLE O EENG O MOS EN OSH OE O OMPLEE NO.) 00 L. ONENE LO (MNMM) ENE O NG. SNE EWEEN NGS MMM ", MNMM LE O. SNE OM HE ENELNE O NGS O WLL N K O LE SHLL E NO LESS HN ". GE EQE ON LES O MOE HEN 0' O MMM NOKEN LENH O 0'. GE O EEN MNMM O " OVE OP O LNNG. GE SHLL EGN MNMM ' O MMM 8' OVE SE O LE. (LOO) GE SHLL NO E LESS HN " N WH. GE HOOP VEL S SHLL E LOE MMM SPNG O 0^ ON HE MEENE O HE GE. SEE EL HS SHEE O GE ELS. LSHNG PE " " LSHNG SLE SHOWN N EPLOE VEW MEL OPNG LSHNG PPE WLL NLE ES SYSEM EMNON OONG SYSEM OO PLN GENEL NOES:. E O OO OP NS ONO SHLL OONE WH OWNE H ENN HS WO WEEKS MNMM NOE O SENG O S PO O NSLLON O OO SYSEM WLK PS ON N SHLL E NSLLE S P O HE OO SYSEM NSLLON.. NY HOZONL PPE NS ON OO SHLL E SPPOE WH PEE PYEHYLENE OM PPE SPPOS HEE O WLK PS N SPE NO GEE HN 6' 0" O... WLK PS SHLL E SZE " GEE HN PPE SPPOS N LL EONS.. WLK PS SHLL E PLE OM ESS LE N ONNE O LL HV NS...P.O. OO SYSEM O HVE 0 YE WNY OO PLN KEYNOES 60 ML WHE.P.O. OONG MEMNE OVE " MN. 0 G NSLON OVE /" OVE O N SL OO EK SLOPE OO /" PE " S NE. 8" x 8" H WLL SPPE WH LEO HE N OWNSPO /8"x " 9" '" 9" 5 6 OVE LOW SPPE 8" 8" PENSHE MEL OPNG SEE ELEVONS O O OO ESS LE SEE ELEVONS O MOE NO 6'0" 6'0" WLK O M LE /5/0 :0:0 PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE /8"" 5/ 9 / /. " /8"x " ' /'. 9 / /8" SEE L. ELOW 0 0 '6 /8" 9 / 0 ". NOES:. LSHNG SPPE SHLL E SE ON HE OO SYSEM MNE EOMMENE ELS. SE HE MOS EN VEN O HE SMN SHEE MEL MNL S EEENE SN O SPPE N ONO HE ONN. OOM O HE OVELOW SLO SHLL LGN WH HE OOM O HE HWLL OPENNG. EMEGENY OVELOW SPPE EL PE SMN H EON, G. 0 ON. E SELN OH SES LSHNG MEHNL ON P W. LOKNG 0 0 OO LE GE " = '0" OVELOW SPPE EL /" = '0" ' 0" 9 / /x " " 5/ 6 /" ' /" 8" x 8" OVELOW SPPE " M. POVE SEY GE OO LE, PN O MH EN WLL. WP WLL NSHES EGES O OPENNGS, YP. ON. E SELN OH SES LSHNG SE ON MEHNL ON ML. LEE O & OWNSPO WHEE SHOWN ON ELEVONS; ML P W. LOKNG NOE: EL S ONEPL N MY NO EPESEN E L ONONS NOES:. LSHNG SPPE SHLL E SE ON HE OO SYSEM MNE EOMMENE ELS. SE HE MOS EN VEN O HE SMN SHEE MEL MNL S EEENE SN O SPPE N ONO HE ONN. OOM O HE OVELOW SLO SHLL LGN WH HE OOM O HE HWLL OPENNG. HWLL SPPES EL PE SMN H EON G. 0 0 SLE LSHNG EL " = '0" OO SPPE EL /" = '0" 8"H 8"W SPPE OPENNG H H. H SLOPE /" PE. 5 6 SEE ELS N /0 O ONL NOMON ZONE O 'S EE O SL WGS O ONL 8 SLOPE /" PE NOPY ELOW PEE OO KE SLOPE /" P " MN. S NE PPE KKES, EE O S. WGS OO PLN NOES " = '0" 8 ONSLN LOGO SELS SHEE SSE: HWELL VLLGE EL LNG OONEE ONY, S NO. E ESPON Y SSE O PEM 0.0. OWNE EVNS 9 9 OWNE EVNS 0.0. PN LE O MH EN WLL LNE O OO POVE SEY GE SE O LE POE NOH PNPL N HGE: POE HE: WN Y: SHEE LE: OO PLN N OO ELS MP NK MO SHEE NO. PO. NO PPE ESS LE /" = '0" 0 OO PLN /8" = '0" 0 5

8 5 ' " 0' 0" ' " HH ENOES E EN PLYWOO SHEHNG O SGNGE POVE O O SGN POWE, HH ENOES E EN PLYWOO SHEHNG O SGNGE POVE O O SGN POWE, SEE ELEL. ES ES 00 0 ' 0" S ES ES5 W 00 0 HH ENOES E EN PLYWOO SHEHNG O SGNGE POVE O O SGN POWE, S ES S W ' 0" 00 0 ES S ES ' 0" ES5 W ' 0" S S /5/0 :0: PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE ES S ES ES5 ES W W S P ES5 ' " ' /" ' " S E ' 8" ON LNG ELEVON / = '0" 5' S 9' 0 /" ' " ' " ' S H H.5. ' 0" S ML ES5 ES ' 0" ML S ' 0" ES S ES ES5 S 00 6' 8" ML ' 8" 0' 0" S ' 0" ES ML ES5 ES ' ' " S ' S ' 8" 0' 0" 0' 8" ML ES P S HHE E ENOES E EN PLYWOO SHEHNG O SGNGE, POVE O O SGN POWE, SEE ELEL ' " 6' " ' " 6' 8" ' " ' " ' 8" ' " ' " ' /" ' 5 /8" ' 6 /8" 9' 0 /" ' /" LE LNG ELEVON / = '0" S 0L ' 0" W ES S ' ' " ' S W S NSH LOO 0' 0" P ES5 S 00 ' 8" ' 0" ' ' " 9' /" ES5 S ML ML S S ' 0" ' 0" 0' 0" ' " S ' 8" ML ' " ' " HHE E ENOES E EN PLYWOO SHEHNG O SGNGE, POVE O O SGN POWE, SEE ELEL. 0 ES 0' 0" ' 0" ' 0" NSH LOO 0' 0" ' /". 8' 0" ML ML S ES5 ES ' " ' " ' 8" ' " ' " 6' 8" ' " 6' " ' " ' /" 6' 6 /" ' ' 6 /8" ' 5 /8" ' /" GH LNG ELEVON NG O / = '0" ES ML ' 0" 6' 8" ' 0" S ML S 5' H.5 ML ' 0" ES S ES ES NSH ENONG MESH EMEE N LOSE O NSLON ES5 ES H 5' NSH LOO 0' 0" S ES5 S ONSLN LOGO SELS SHEE SSE: HWELL VLLGE EL LNG OONEE ONY, S NO. E ESPON Y SSE O PEM W 0G 0H K P MEE OGH, EE O ELE. WGS. HE PMP, EE O ELE. WGS. P S S W P ' " 6' " ' " 6' 8" ' " 6' " ' " ' /" 9' /" 0' 0" 0' 0" 0' 0" 9' 0 /" ' /" 0' 8" P ELEOM NE, EE O ELE. WGS. P P W P ES5 S NSH LOO 0' 0" " EL MESH EMEE N LOSE O WEHE ESSVE E EEO SHEHNG KNG WLL SE Key Value W ES ES ES ES5 ML ML P S S S EEO MEL LEGEN Keynote ext NVS WNNG LK MN EL K K "LL NGE WE" EN K K "HOE WE" NLE ES SYSEM SW 606 "KLM EGE" NLE ES SYSEM SW "OK EL" NLE ES SYSEM SW 0 "VEN LY" NLE ES SYSEM SW 06 "NONYMOS" OPNG O O MH P MEL NOPY LK SW "OK EL" EEO EON SYSEM WH HEMLLY OKEN ME: KWNEE 5 O PPOVE EQVLEN LE NOZE O NE ONY LEGENE EHO GE NE ONY LEGENE SKYLNE SSE O PEM PNPL N HGE: POE HE: WN Y: SHEE LE: EEO ELEVONS SHEE NO. MP NK MO PO. NO E LNG ELEVON / = '0" 00 YP. ES EVEL " = '0" 00 5

9 MNEL WO ES, EE O PO OONG MEMNE, EE O SPES. G NSLON (0ci. MN.), EE O OONG SPE. MEL EK, EE O S. WGS. EE O S. MEL S MNG W/ 9 NSLON LMNM EON WNOW SYSEM, EE O ELEVONS N SPES. ES, EE O PO OONG MEMNE, EE O SPES. G NSLON (0ci MN.), EE O OONG SPES. MEL EK, EE O S. WGS. EE O S. MEL S MNG W/ 9 NSLON LMNM EON WNOW SYSEM, EE O ELEVONS N SPES. MEL EK, EE O S. WGS. EE O S. MEL S MNG W/9 NSLON 0 60 Sim 0 60 NSH LOO 0' 0" NSH LOO 0' 0" ' 0" 0' 0" 0' 9 /" ' /" ' 0" 0' 0" 9' 0" ' 0" 0' 0" ' 0" 6' 5' ' 0" MNEL WO K, EE O K E, EE O PO OONG MEMNE, EE O SPES. G NSLON (0ci MN.), EE O OONG SPE. LMNM EON WNOW SYSEM, EE O ELEVONS N SPES. MEL Sim 0 60 NSH LOO 0' 0" 0 60 MEL EK, EE O S. WGS. EE O S. MEL S MNG W/ 9 NSLON 0 60 PO OONG MEMNE, EE O SPES. LMNM EON WNOW SYSEM, EE O ELEVONS N 0 60 Sim NSH LOO 0' 0" 0' 0" ' 0" ' 0" ' 0" 8' 0" ' 0" 0' 0" ' 0" 5 MEL S NG, EE O S. WGS. G NSLON (0ci MN.), EE O OONG SPE. MNEL WO PPNG K, EE O K E, EE O 5 KKE, EE O S. WGS. SHEE SSE: PNPL N HGE: POE HE: WN Y: SHEE LE: SHEE NO. PO. NO. 050 LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE HWELL VLLGE EL LNG OONEE ONY, S SELS ONSLN LOGO Section 00 0 /" = '0" Section Section Section 00 0 /" = '0" 00 0 /" = '0" 00 0 /" = '0" NO. E ESPON Y SSE O PEM 0.0. OWNE EVNS OWNE EVNS 0.0. WLL SEONS 0 MP NK MO /5/0 :0: PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt

10 H H..9 Sim 0 60 Sim 5 60 H H. MNEL WO PO OONG MEMNE, EE O SPES G NSLON (0ci MN.), EE O OONG SPE. MEL EK, EE O S. WGS. PO OONG MEMNE, EE O SPES. EE O S. MEL S MNG W/ 9 NSLON MNG EHN NE VENEE LQ PPLE W... ON 5/8" EEO SHEHNG " G NSLON MO SH O ON HEE MNE NE VENEE ON MO SENG E SEE ELEVONS O O. 60 NSH LOO 0' 0" 9' 0" ' 0" ' G NSLON (0ci MN.), EE O OONG SPE. MEL EK, EE O S. WGS. PO OONG MEMNE, EE O SPES. G NSLON (0ci MN.), EE O OONG SPE. MEL EK, EE O S. WGS. ES, EE O SPE. N ELEVON O O EE O S. WGS ES EN LQ PPLE W... ON 5/8" EEO SHEHNG MEL S MNG W/ 9 NSLON MEL S NG, EE O S. WGS. WLL NE, EE O ELEL WGS. LH 60 " MN. " MN. ' 9" 9' 9" MNEL WO MNEL WO PPNG EE O S. ES EN N, EE O SPE. N ELEVON O O K E, EE O K, EE O ES, EE O SPE. N ELEVON O O LQ PPLE W... ON 5/8" EEO SHEHNG 0' 5" ' 0" ' 0" 6' 9" MEL S MNG W/ 9 NSLON Sim 60 " MN. ' " 5 NSH LOO 0' 0" NSH LOO 0' 0" 5 SHEE SSE: PNPL N HGE: POE HE: WN Y: SHEE LE: SHEE NO. PO. NO. 050 LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE HWELL VLLGE EL LNG OONEE ONY, S SELS ONSLN LOGO YPL PLSE SEON E WLL SEON E WLL SEON 00 /" = '0" 00 /" = '0" 00 /" = '0" NO. E ESPON Y SSE O PEM 0.0. OWNE EVNS OWNE EVNS 0.0. WLL SEONS MP NK MO /5/0 :0:6 PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt

11 5 5/8" E. GE SHEHNG W/ LQ PPLE W... NE VENEE, EE O MNE'S SPES L LH " G MEL S MNG ON EKE MEL ONEE SEWLK, SLOPE WY OM LNG, EE O VL WGS. " MN. MEL S MNG W/ 9 NSLON NE OWN ONEE SL ON VPO E, EE O S. WGS. " PEMEE SL NSLON, NSH LOO 0' 0" 8 /" 8 /" /" ES, EE O SPES. 5/ PENSHE PPE P WH ONNOS LE ON OH SES LYES O 5/8" E. GE SHEHNG NP OONG MEMNE OVE E. GE SHEHNG N NE PPE P S LYE O 5/8" E. GE SHEHNG W/ LQ PPLE W... ON MEL O.. 8 /" /" PENSHE MEL OPNG LYES O 5/8" E. GE SHEHNG NP OONG MEMNE OVE E. GE SHEHNG N NE PPE P S SHOWN " NLE ES SYSEM S SPEE ON 5/8" E. GE SHEHNG W/ LQ PPLE W... H PENSHE PPE P WH ONNOS LE ON OH SES LYES O 5/8" E. GE SHEHNG NP OONG MEMNE OVE 5/8" E ENOE EEO GYPSM EKNG LYE O 5/8" E. GE SHEHNG W/ LQ PPLE W... ON MEL O.. /5/0 :0: PM :\0_MPS_evit_0_Local\050 Hartwell Village LNG _adiehl.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE EN. ONEE OONG, EE O S. WGS. MNE NE SLL MEL SLL LSHNG " M EHN NE VENEE MO SH O ON LH K, EE O " GP HEE MNE NE VENEE ON MO SENG E EE O ELEVONS O O. P W YPL PLSE ONON EL /" = '0" ONEE SEWLK, SLOPE WY OM LNG, EE O VL WGS. SHM S NEESSY N SEL LL PEMEE ON EKE MEL, YP. ONEE SEWLK, SLOPE WY OM LNG, EE O VL WGS. EN. ONEE OONGS, EE O S. WGS. YPL EON ONON EL /" = '0" MEL LSHNG PE NE VENEE MNE'S " MN. H LMNM EON WNOW SYSEM, EE O SPES. EON NGE PN PE MNE EOMMENONS; YP., EE O SPES. KE O N SELN OH SES NE OWN ONEE SL ON VPO E, EE O S. WGS. " PEMEE SL NSLON, MEL S MNG W/ 9 NSLON 5/8" E. GE SHEHNG ON MEL O.. NE OWN ONEE SL ON VPO E, EE O S. WGS. " PEMEE SL NSLON, NSH LOO 0' 0" NSH LOO 0' 0" K E, EE O K, EE O ES P " 6 /8" 9 /" 0" /8" /" = '0" ES, EE O SPES. 8" " " 5" " " NLE ES SYSEM S SPEE ON 5/8" E. GE SHEHNG W/ LQ PPLE W... ES P 0 60 /" = '0" MEL PENSHE MEL LYES O 5/8" E. GE SHEHNG NP OONG MEMNE OVE E. GE SHEHNG N NE PENSHE MEL OPNG S SHOWN LYE O 5/8" E. GE SHEHNG W/ LQ PPLE W... ON MEL O.. MEL SS K, EE O K E, EE O POVE LOKNG S EQE PE WNNG MNE'S WGS., EE O ELEVONS WHEE SNSHE S MONE ON K, EE O MNE'S WGS O NSLLON. 8 /" ES, EE O SPES. " NLE ES SYSEM S SPEE ON 5/8" E. GE SHEHNG W/ LQ PPLE W.. ES P 0 60 /" = '0" 5/ LYE 5/8" E. GE SHEHNG W/ LQ PPLE W... ON MEL O.. 8" " " G 5/8" E. GE SHEHNG W/ LQ PPLE W... MEL S MNG W/ 9 EE O S. LMNM EON WNOW SYSEM, EE O MEL 8 /" /" 8 /" ES, EE O SPES. 5/ " NLE ES SYSEM S SPEE ON 5/8" E. GE SHEHNG W/ LQ PPLE W /" = '0" ES, EE O 5 ES P 60 /" = '0" 5 ES P 8" ".9 PENSHE MEL LYES O 5/8" E. GE NP OONG MEMNE OVE E. GE SHEHNG N NE PPE P S SHOWN LYE O 5/8" E. GE SHEHNG W/ LQ PPLE W... ON MEL O.. MEL MEL MNEL WO ONSLN LOGO SELS SHEE SSE: HWELL VLLGE EL LNG OONEE ONY, S NO. E ESPON Y SSE O PEM 0.0. OWNE EVNS NOPY EGE ON EKE MEL LL VY WH GO ELOW GE, YP. " M LOK EN. ONEE OONGS, EE O S. WGS. /". E O MEL LMNM GE, POVE SE SPPES LMNM S HNNEL NGE EE O S. MEL S MNG W/ 9 NSLON 5/8" E. GE SHEHNG W/ LQ PPLE W... WLL OWNE EVNS 0.0. PNPL N HGE: POE HE: WN Y: SHEE LE: ELS MP NK MO LMNM LMNM PNEL, PN O MH NOPY O NOPY WH NEGL GE, EE O ELEVONS LMNM EON WNOW SYSEM, EE O SPES. ELEVONS SHEE NO. PO. NO YPL ONON EL /" = '0" 0 60 EL MEL NOPY /" = '0" 0 60 EL WNNG /" = '0" 60 5

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EE SL SEEL ONG O S SPEONS N WHN EEON ENES O S'S "OE O SN PE O SEEL LNGS N GES.". SE SE N ENG PLES ON WEGES, SHMS, O SENG NS. GHEN NHO S, O WEGES O SHMS LSH WH EGE O PLE, N PK GO SLY EWEEN ENG SES N PLES. 5. E ONNEONS: SNG GHEN HGHSENGH S ONG O S'S "SPEON O SL ONS SNG SM 5 O 90 S." 6. NLESS SPELLY NOE, LL E ONNEONS SHLL E NONSLP L SNG /" MEE 5N S WH HES NLE N HE SHE PLNE. LL ONNEONS SHLL E E OM LE 0, O LE 0, S SEEL ONN MNL, NLESS NOE. ONNEONS SHLL EVELOP LES ONEHL O HE MMM NOM LO PY LE N HE MNL O HE GVEN SHPE N SPN O HE EM. S MNMM, LL SHE ONNEONS SHLL ONN LES HE NME O OWS O /" MEE 5N S ( " PH) S N E N LP NGLE O ONEHL HE EM SNE N LENGH.. LL EK EGES SHLL HVE ONNOS SPPO. POVE Lxx/ ONNOS SPPO NGLE NLESS NOE OHEWSE. WEL NGLE O EH SPPO EM O OS WH /8" x " LLE WELS,.N.O. SEEL OSS. SMLS: SHOP WNGS.. OMPLY WH EOMMENONS O S'S "SN SPEONS LO LES N WEGH LES O SEEL OSS N OS GES" N WS. "SL WELNG OESEEL", N WH OSH EGLON 9, SP.. S, NS, N WSHES: SM 5, YPE.. PME: MNE'S SN SHOP PME. 5. MNE OSS ONG O S'S SPEONS WH SEEL NGLE OP N OOM HO MEMES. 6. POVE GNG NHOS N HOZONL O GONL GNG.. SHOP PMNG: PEPE SES ONG O SSPSP O SSPSP. SHOP PME SEEL OSS O Y LM HKNESS LES ML. 8. NSLL OSS N ESES PLM, SQE, N E O LNE; SEELY SEN O SPPONG ONN ONG O S'S SPEONS N OSH EGLONS. 9. EL WEL OSS O SPPONG SEEL MEWOK N SEEL ENG PLES S NE ON SL WNGS, N NO SE LESS HN H EQE Y S SPEONS. POVE E ONNEONS N OSS N SPPO SEEL, WHEE EQE Y OSH EGLONS. 0. NSLL N ONNE GNG ONENLY WH OS EEON EOE ONN LOS E PPLE. NHO ENS O GNG LNES OP N OOM HOS WHEE EMNNG WLLS O EMS.. POVE OS ENOEMEN N LL LOONS WHEE ONENE LO GEE HN 50 PONS S PPLE O OS EWEEN PNEL PONS. O NO PPLY GEE HN 00 PONS ONENE LOS O NY SNGLE OS NLESS NOE OHEWSE ON WNGS. SEE EL H/. OS O O ESGN OO OSS O NE LLOWLE PL O 0 PS. ONL GNG S EQE, SHLL E LELY NOE ON HE EEON WNGS. SEEL EK. SMLS: SHOP WNGS.. OMPLY WH SEEL EK NSE (S) ESGN MNL, LES EON, N MEN WELNG EY (WS). SL WELNG OE/SHEE MEL.. EY H LL WELES HVE SSY PSSE WS QLON ESS O HE WELNG POESSES NVVE N H LL EONS E EN.. HE EK MNE SHLL NSH GE N VLLEY PLES, SMP PNS, NSH SPS, OVE PLES, EN LOSES N ENONG HNNELS S EQE O POVE NSHE SE O PPLON O OONG; N PO PS, GE LLES N EK LOSES S EQE Y HE SEEL EK NSE. MEHNL SENES O WELS E EPLE O ESY HMENS. OO EK 5. SEEL OO EK SHLL E WE (YPE ), /" N EPH WH ESGN HKNESS O 0 GGE. 6. SHEE SEEL O GLVNZE OO EK N ESES SHLL ONOM O SM 659 SL QLY GE O HGHE. ZN ONG WEGH: G60.N.O.. SHEE SEEL O PME PNE OO EK N/O ESES SHLL ONOM O SM 6 WH MNMM YEL SENGH O KS. 8. NHO EK NS, WH 5/8" MEE PLE WELS, O.. O NEO SEEL SPPONG MEMES N O.. ON PEMEE EGES.N.O. SEN SE LPS O EK NS WH MNMM O () #0 SELP SEWS EWEEN LL SPPOS.N.O. OME MEL MNG. LL EVONS OM HE OMENS MS E PPOVE Y HE HE/ENGNEE. EQVLEN YPE LGH GGE MEL MNG WLL NO E EPE.. WELNG SHLL OMPLY WH WS., "SL WELNG OESEEL," N WS., "SL WELNG OESHEE SEEL." LL WELES SHLL E WS EE O WEL LGH GGE MELS N HE EON SHLL E EN.. LL SL SS N OSS SHLL E OME OM OON ESSN SEEL MEENG HE EQEMENS O SM 65SQ GE, WH MNMM YEL SENGH O,000 PS.. LL SL K N GNG SHLL E OME OM OON ESSN SEEL MEENG HE EQEMENS O SM65SQ GE, WH MNMM YEL SENGH O,000 PS. 5. LL NNE K O HVE MNMM /" LNGES. 6. LL SLP K O E 6 W/ MNMM " LNGES.. E SEEL HKNESS O LL MNG O E S LOWS: GGE: 0.0" (ESGN), 0.0 (MNMM) 6 GGE: (ESGN), 0.058" (MNMM) 8 GGE: 0.05" (ESGN), 0.08" (MNMM) 0 GGE: 0.0 (ESGN), 0.09" (MNMM) 8. O LL SEW ONNEONS, SE #0 6 SEW Y W LE O EQL NLESS NOE OHEWSE. 9. LL POWE VEN SENES O E 0.5" MEE (HL O EQL). MN. PENEON = /" (ONEE), LL PENEON (SEEL). MN. SPNG = " (ONEE), " (SEEL) MN. EGE SNE = " (ONEE), /" (SEEL) 0. LL WEL OS O E E60 MNMM. ON. LLY LOE SS SHLL E NSLLE N MNNE H WLL NSE H HE ENS O HE SS E PONE GNS HE NSE K WE PO O HMEN.. NSLON WLL E POVE EQL O H SPEE ELSEWHEE N LL E M SS N E HEES NO ESSLE O NSLON ONOS.. OMPONENS SHLL E SENE WH SEL LLNG SEWS O WELNG. SEWS O WELS SHLL E O OE SZE O NSE POPE ONNEON. 5. LL WELS SHLL E PNE WH ZN H PN. EEON O OME OMPONENS (SS) 6. KS SHLL E SEELY NHOE O HE SPPONG SE S SHOWN ON PLNS.. OMPLEE, NOM N LEVEL ENG SPPO SHLL E POVE O HE OOM K. 8. NG PEES O K SHLL E SEELY NHOE O OMMON ELEMEN, WELE O SPLE OGEHE. 9. SS SHLL E PLME, LGNE N SEELY HE O LNGES O OH PPE N LOWE KS. 0. GONL NG SHLL E POVE S NE ON HE PLNS O ME SLY N LEL LO ESSNE ON SHE WLLS.. ESSNE O MNO S ENNG N OON SHLL E POVE Y GYPSM O N GYPSM SHEHNG, HOZONL SP O LE HNNEL NG PE MNE'S EOMMENONS.. SPLES N LLY LOE SS SHLL NO E PEME. ESGN LO E his analysis is made utilizing the nternational uilding ode, 05 edition. OO ESGN LOS ead Load Live Load otal Load Net plift (llowable) SNOW LOS Ground Snow Load, Pg 0 psf Exposure actor, e.0 hermal actor, t.0 mportance actor, s.0 ain on Snow Surcharge 5 psf lat oof Snow Load psf + ain on Snow Min. Snow Load for Low Slope oof, Pm 0 psf WN LOS EPH O MEME (600 = 6.00") YPE O MEME (S:"" MEME; : K) ONO NOE: EQVLEN YPE L. G. MEL MNG WLL NO E EPE. asic Wind Speed ( Second Gust), VL 5 mph Exposure ategory nternal Pressure oefficient ±0.8 isk ategory Height & Exposure djustment, λ.9 Wind irectionality actor, Kd 0.85 opographic actor, Kzt psf 6.0 psf 9. psf SESM LOS mportance actor, E isk ategory Site lass Ss S Sds Sd esign ategory asic System esisting System ase Shear s nalysis Procedure GENEL S MNG NOMON ZONE ZONE ZONE 600S65 SENGH LEVEL WN PESSES OMPONENS N LNG 8. psf.9 psf OO (E = 00 S). psf WLL (E = 0 S) LNGE WH (6 =.6 N) * 5 6G MNMM MEL (N MLS: 5 HKNESS = 6G) * 8G 6.0 psf 9. psf 0G 0 psf 0 psf/educible 0 psf 0 psf ZONE ZONE 5. psf 8. psf g 0.06 g 0.9 g 0.6 g Other Steel Systems Not Specifically etailed or Seismic esistance 56K Equivalent Lateral orce OO EK G NLL S HEE MEMES SEE PLN NOES: K NLL S ONE OS /6 Lxx/ #06 " O...N.O. L6x6x5/6 YP OS SEON. SEE HEL, MEHNL & HV WNGS O OO OPENNG SZES & LOONS.. SEE HEL WNGS O ELS O NG & MSELLNEOS SEEL.. LL OO OPENNG SZES & LOONS SHLL E VEE W/ MEHNL ONO.. MEHNL ONO O POVE HMEN O EQPMEN O SE PE PPLLE OE. PPLE S (6) #0 SEWS PL6 GGE x 6x6 (EH SE) KNG SS SEE SHELE K SS SEE SHELE PPLE S () P'S M SE K () 0.5"Ø P'S O.. SEE EL /S00 YP. SS NOE: POVE SPPO MNG O OO OPENNGS "x" N LGE OS OS SPNG OPEN S LOKNG: LOE LOKNG EH EN O WLL, EN O OPENNGS, N 0'0" M. O K: WHEE LOKNG MEL HKNESS LLOWS, NOH N EN LNGES 90 EG. O NHO O VELS W/ LP NGLES. #8 WE HE SEW EH S /"x5 GGE L SPS (EH SE), LP SLPLE SPS " MN. NOE: POVE GNG 8" VEL MMM SPNG YPL K SEE MNG PLN PLN (WLL GNG) S PEE, " LONG W/ () # E. LEG & E. SE O SPLE YPL SPPO & OO OPENNG MNG PL 5/x " N 5" LEGS SEE NOE O LGE LEGS L HEE SSEMLY EL N..S S WLL ONE EL N..S YP. EL N..S / EL N..S OO EK PL 5/x /x0'" N 5" LEGS SEE NOE O LGE LEGS NOE: LGE LEGS SE SPLE PL H S " SMLLE HN LEG MENNS E OS MN SEE PLN GNG EL N..S /8 / HSS EM YP YP MN YPL K K SPLE EL N..S K /" L /" P PL EL N..S VES LP NGLE, /" LESS HN S WH. H W/ () SEWS S SHOWN. NOE: POVE GNG 8" VEL MMM SPNG YP. WLL GNG (LENE) " MN. EGE SNE /8 YPL S () L /x /x/6 ELLY WELE O OS O PEVEN NOHNG LOON O LO / EM / Lxx/8x0'" OP & OOM / H S009 YP. LE HNNEL. HOZONL GNG O E SPE S EQ'. Y ESGN. L. GNG EL N..S POVE ENONG L'S SHOWN O:. LO ON OS OP HO OVE 00 lbs.. LO ON OS OOM HO OVE 50 lbs.. LO NO PNEL PON. PL O E WLL EH EN O NOPY 600S / POS SEE H / /" P PLE MN. # SEW EH LEG EH S LOON O LO OM OO MONE EQPMEN " OS SEE PLN () 0.5" POWE E SES EH S EME MN. /" 6005 SE K K O SL ONNEON EL N..S EL N..S EL N..S M EL N..S HSS6x6 MN POVE PL x6x0'8" LSV ENEE ON MN SEE SL NOES O PEMEE ONNEON EK NGLE ON. / MEL EK NGLE O PL ONSLN LOGO SELS SHEE SSE: SSE O PEM PNPL N HGE: POE ENGNEE: WN Y: SHEE LE: GENEL NOES & ESGN E SHEE NO. HWELL VLLGE. NHO H etail 60.0 SENE, S NO. E ESPON Y SSE O PEM LGY LGY M PO. NO

14 5.. ' 6/" ' 0' 0" 5' 0" ' /" 00 EL.' " HSS55/ S00 6 EL.' " HSS55/ 5 S00 S00 6 EL.' " HSS55/ 6 EL.' " HSS55/ S00 6 EL.' " HSS55/ S00 HSS55/ 00 EL.' " //0 ::8 PM E:\evit Local iles\0\60.0 Outparcel etail _cb.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE H H. H ' /" 9' /" 9' /" " 9" 5' 0 /" ' ' 6 /8" ' 9 /8" 9" " EOS/OM S00 00 EL.' " EOS/OM EOS OS 6 EL.' " 6 S00 S00 S00 S00 6 EL.' " S00 SM EOS/OM " ' 0 /" ' 8" 5' " ' 8" ' 8" ' 8" ' 8" ' 8" ' 8" ' 8" 5' " ' 8" ' /" " HSS55/ HSS55/ HSS55/6 POS HSS55/ HSS55/6 POS 8 EL.' " 0 EL.' " HSS55/6 POS HSS55/6 POS 8 EL.' " HSS555/6 HSS55/6 POS HSS555/6 5 S00 HSS55/6 POS 0 EL.' 0" 9' 0 /" 0' 0" 9' /" 98' /" ONON PLN S00 / = '0" LEGEN PMY EGE O SL. SEE SEONS & ELS O ONL NOMON E O S E 0 EL.' " E E " ONEE SL W/ 6x6 W.xW. WW OVE 0 ML VPO E OVE PPOVE SGE SL LEVEO S EQE O E " ON. SL. OONE E SL EQEMENS W/ ENN (SEE NOE.) E S00 ' 0" ' 0" SM E NSHE LOO ELEV. +0'0" (E) 8 EL.' " E HSS55/6 POS HSS555/6 ' 0" ' 0" HSS55/8 POS 0 EL.' 0" E 6 EL.' " 6 EL.' " E HSS55/8 POS POVE () #x' OP O SL LL EENN ONES & NNOS SL ONS HSS55/8 POS E SM S00 HSS55/8 POS 8 EL.' " HSS55/ HSS55/ HSS55/8 POS HSS55/ EOS/OM 6 EL.' " SM S00 S00 S00 6 EL.' " SM S00 S00 SM. OPP. 00 EL.' " EEN OONG S EQ' O PK P VENEE E. /S00 ONSLN LOGO SELS SHEE SSE: HWELL VLLGE. NHO H etail 60.0 SENE, S NO. E ESPON Y SSE O PEM LGY 0.0. OWNE OMMENS LGY S HSS 5x5 SL ON SEE /S00 MN ESGNON 0 EL. '0" OONG SZE SEE SHELE OP O OONG ELEVON OWNE OMMENS 0.0. ONO NOE:. ONON/SL ESGN S SE ON NOMON PVE N HE EPO O PELMNY GEOEHNL EPLOON POE Y NNELLLMMONS ENGNEENG, N. (LE O NO. 950). NL EPO WS NO POVE O G ME O HS SML. NY NL EPO O GEOEHNL EPLOON SHLL E POVE O EO O EVEW PO O ONN.. GENEL ONO O OONE NEE O SL LEVE O W/ NVL ENNS. NO EQE, SL SHLL E POE S NE ON PLN OONG SHELE ype Mark Length Width hickness einforcing nchorage 0 ' 0" ' 0" ' " ()#5 E.W. SEE EL /S00 6 ' ' ' " (5)#5 E.W. SEE EL /S00 0 ' 0" ' 0" ' " ()#5 E.W. SEE EL /S00 6 ' ' ' 0" ()#5 E.W. & SEE EL /S00 8 ' 8' 0" ' " #5@ " O.. E.W. & SEE EL /S ' 0" 0' 0" ' 0" (9)#5 E.W. & SEE EL /S00 PNPL N HGE: POE ENGNEE: WN Y: SHEE LE: LGY M ONON PLN SHEE NO. PO. NO. 050 S00 5

15 5.. " ' 6 /" ' 0' 0" 5' 0" ' /" " //0 ::9 PM E:\evit Local iles\0\60.0 Outparcel etail _cb.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE H H. H ' /" 6G 8N.5K 6G N.5K 6G 8N.5K 58' /" 9' /" 9' /" " 9" 8' /" ' 6 /8" ' 9 /8" 9" " OS OS +'9 5/ +'9 /" S00 S00 S0 S00 +8' 5/8" S0 HSS06/ LSV (OS= +' /") HSS86/ LSV (OS= +0' /") 0K 0K 0K 0K S00 W6 OO MNG PLN S0 OS / = '0" LEGEN OOM O SEEL OS W6 (+ /") OS.K.K.K 0.K 0K 0K " 8' 5 /" H 0K 0K HSS06/ LSV (OS= +' /") HSS86/ LSV (OS= +0' /") S0 SM 0K 0K 's P O 500 LS (NLNG ) MY E PLE NYWHEE EWEEN MN LNES H& N LGHLY SHE EGON. MLPLE NS MS E SPE () OS Y LE N SPPOE Y SEPE OS. SEE ELS G/ & H/ O 's & OO OPENNGS. 0K 0K 0K 6G 8N.8K 6G N.8K 6G 8N.8K 0K H 6G 6N.5K 6G N.5K 6G 6N.5K 0K 0K 0K 0K 6 S00 5 POVE LOOSE LNEL OVE S00 OPENNGS O SPPO K SEE SHELE 0K 0K 0K 0K HSS86/ LSV (OS= +0' /") HSS86/ LSV (OS= +0' /") HSS86/ LSV (OS= +0' /") NOPY Y OHES SEE H. (YP.) SEE EL K/ O YP. O POS EL H () EQ SPES K 0K 0K 0K 0K 0K 0K 0K 0K 0K 0' 0" 8' 6 /" " 9' 0 /" 0' 0" 9' /" S0 98' /" 8 S00 9 S00 S0 0K 0K S00 0K 0K S00 0K 0K S00 W6.K 0.K 0K 0K HSS06/ LSV (OS= +' /") HSS86/ LSV (OS= +0' /") " ' 0 /" ' 8" 5' " ' 8" ' 8" ' 8" ' 8" ' 8" ' 8" ' 8" 5' " ' 8" ' /" " H H SEE EL M/ O YP. /POS H S K.K 0K 0K OS W6 (+ /") HSS06/ LSV (OS= +' /") HSS86/ LSV (OS= +0' /") OS OS MNE O POVE PL GNG S EQE EE O OO OS NOES O ONL NOMON S00 S00 SM. OPP. L /x /x/6 WELE HOZONL GNG YPL WHEE SHOWN S00 S00 S0 S0 ONSLN LOGO SELS SHEE SSE: HWELL VLLGE. NHO H etail 60.0 SENE, S NO. E ESPON Y SSE O PEM LGY 0.0. OWNE OMMENS LGY OS E O S H MEL S O HEE SEE SHELE HS SHEE 6 6 x 8. x 0. K LNEL SHELE MEL S O HEE SHELE O EEO WLL OPENNGS OS OP O SEEL KONL PNEL PON LO SEEL "" NG SEE E Y ELEVONS +xx'xx" OS ENG ELEVON SEE PLN LE OPENNG SZE <6'0" SEEL NGLE SZE MNMM ENG LENGH L /x /x/ <8'0" L5x /x/ (LLV) <0'0" L6x /x/8 (LLV) 8" NOES:. HO P GLVNZE LL LNELS N EEO WLLS.. POVE () NGLE O EH " O WLL WH N MLWYHE K WLLS.. O NO PLE VEL ON ONS OVE O WHN " O EHE SE O OPENNGS.. POVE LE LNELS HE K LOONS SHOWN ON HEL ELEVONS. YPE O HEE EM SZE NO. O K SS EH EN.N.O. NO. O KNG SS EH EN.N.O. H () 600S6 W/ () () 6005 (&) NOES. POVE OP N OOM K O OM O W/ SME GGE S HEE.. SEE EL / O HEE SPPO N ONNEON. 600S OWNE OMMENS 0.0. PNPL N HGE: POE ENGNEE: WN Y: SHEE LE: OO MNG PLN LGY M # O.. (YP.) 6005 H SHEE NO. PO. NO. 050 S0 5

16 5 H H.5.. ' 6 /8" ' 6 /" ' /" /SEEL ELEV. +8'0" W6 (+ /") /SEEL ELEV. +8' /" N. L. ELEV. +' 9 /" W6 N. L. ELEV. +' 9 /" W6 ±5K HSS665/6 ±K HSS665/6 ±0K HSS665/6 //0 ::9 PM E:\evit Local iles\0\60.0 Outparcel etail _cb.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE N. L. ELEV. +0' 0" / G SEE PLN HSS55/ HSS665/6 ±5K NOE: E OES E OE L ESGN OES E Y ELEVON S00 /" = '0" /" P PLE S00 " MN. OPE LNGE S EQE " MN " MN. HSS55/ " MN. N. L. ELEV. +0' 0" / G SEE PLN " NONSHNK GO HSS55/ ±K HSS665/6 HSS55/ NOE: E OES E OE L ESGN OES E Y ELEVON S00 /" = '0" SE PLE, SEE /S. O SZE & NHOGE S00 " MN. " MN " MN. EEON S EQE N. L. ELEV. +0' 0" / G SEE PLN GSSE PLE EEON S EQ' HSS55/ HSS665/6 ±0K NOE: E OES E OE L ESGN OES E Y ELEVON S00 /" = '0" E, SEE SHE. O SZE "EPOSE E MES" LL SLO N GN SMOOH HSS55/ ONSLN LOGO SELS SHEE SSE: HWELL VLLGE. NHO H etail SENE, S NO. E ESPON Y SSE O PEM LGY SSE O PEM S00 SHEM E ONNEON EL /" = '0" S00 SHEM E ONNEON EL /" = '0" S00 SHEM E ONNEON EL /" = '0" PNPL N HGE: POE ENGNEE: WN Y: SHEE LE: E Y ELEVONS LGY MP M SHEE NO. PO. NO. 050 S00 5

17 5 " ' 9" ' 9" N OWN SEE PLN E SL SEE PLN N OWN SEE PLN E SL SEE PLN VENEE SEE H VENEE SEE H ML S EYON /" EPNN ON MEL. SEL ON W/ LELE WE POO LLE /GE O PVNG (SEE VL WNGS) EON SEE H SLOPE " ' 9" N OWN SEE PLN SEE ONON PLN O SL NOMON W.W.. SEE PLN E SL SEE PLN POVE OWELS S SHOWN N EL /S00 /" E SL SEE PLN L SEE H N L ELEV SEE PLN /" EPNN ON MEL. SEL ON W/ LELE WE POO LLE /GE O PVNG (SEE VL WNGS) " M SEE H " M GOE S ELOW GE SLOPE O.. ON W/ () O.. O SL SEE ONON PLN O SL NOMON W.W.. SEE PLN /" POVE OWELS S SHOWN N EL /S00 L E SL SEE PLN SEE H N L ELEV SEE PLN " M GOE S ELOW GE /" EPNN ON MEL. SEL ON W/ LELE WE POO LLE POVE MN " ONEE OVE O SEEL /GE O PVNG (SEE VL WNGS) " M SEE H SLOPE MN SEE PLN SEE /S00 O SE PLE N NHO /" EPNN ON MEL. SEL ON W/ LELE WE POO LLE SEE ONON PLN O SL NOMON W.W.. SEE PLN /" L POVE OWELS S SHOWN N EL /S00 E SL SEE PLN SEE H N L ELEV SEE PLN //0 ::0 PM E:\evit Local iles\0\60.0 Outparcel etail _cb.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE ' 0" /OONG SEE PLN # ON. & " /" EPNN ON MEL. SEL ON W/ LELE WE POO LLE ' 0" /GE O PVNG (SEE VL WNGS) L SEON S00 L S E /" = '0" NOWN LNE EYON ONNE NOWN ENOEMEN PLSE SEE /S00 O ENOEN NOMON SLOPE # x & " L SEON S00 /" = '0" " L EOS/OS " SE ' 0" " ' 0" ' 0" ON. G. L VES SEE H SEE H ' 9" OS " ' 0" E /S00 MN & OONG OMPE KLL PEMEE NSLON SEE H # OWEL W/ " " O.. () #5 ON. W/ " O.. N OWN SEE PLN 600S6 S '0" O.. VELLY () # S ONNEON, YP. O.. ON W/ () O.. O SL SEE ONON PLN O SL NOMON W.W.. SEE PLN OMPE KLL PEMEE NSLON SEE H # OWEL W/ " " O.. #5 x VES " PLSE # x VES " PLSE E SL SEE PLN /" POVE OWELS S SHOWN N EL /S00 L E SL SEE PLN SEE H N L ELEV SEE PLN EE O PLN O SL NOMON /"Øx SMOOH O.. (OM OWELS WHN '0" O NSVESE SWN ON WW ' 0" LL L ON S W/ GO P O HWLL LSHNG /OONG SEE PLN # ON. & /" EPNN ON MEL. SEL ON W/ LELE WE POO LLE /GE O PVNG (SEE VL WNGS) ' 0" " L SEON S00 /" = '0" 600S6 S '0" O.. VELLY () # S ONNEON, YP. O.. # x & " 5 SEON S00 /" = '0" SW SLOPE L EOS/OS " L " L POVE PLS SLEEVE O O WH GESE SE ' 0" " ' 0" ' 0" ON. G. # OWEL W/ " " O.. () #5 ON. W/ " O.. SEE H ' 9" OS SEE PLN O OONG SZE N ENOEMEN OMPE KLL PEMEE NSLON SEE H N OWN SEE PLN ML S EYON MN SEE PLN E SL SEE PLN SEE /S00 O SE PLE N NHO /" EPNN ON MEL. SEL ON W/ LELE WE POO LLE SEE ONON PLN O SL NOMON W.W.. SEE PLN /" OMPE KLL PEMEE NSLON SEE H POVE OWELS S SHOWN N EL /S00 L E SL SEE PLN SEE H N L ELEV SEE PLN /OONG SEE PLN ' 0" " L " L SEON S00 VENEE SEE H /" EPNN ON MEL. SEL ON W/ LELE WE POO LLE /GE O PVNG (SEE VL WNGS) ' 0" /" = '0" " M SEE H " M GOE S ELOW GE LL L ON S W/ GO P O HWLL LSHNG /OONG SEE PLN # ON. & 6 SEON S00 /" = '0" SEE PLN O OONG SZE N ENONG SLOPE " L " L " ' 9" SE ' 0" " ' 0" ' 0" ON. G. O.. OMPE KLL PEMEE NSLON SEE H () #5 ON. W/ " O.. N OWN SEE PLN ON W/ () O.. O SL SEE ONON PLN O SL NOMON W.W.. SEE PLN # OWEL W/ " " O.. () #5 ON. W/ " O.. E SL SEE PLN OMPE KLL PEMEE NSLON SEE H /" POVE OWELS S SHOWN N EL /S00 L E SL SEE PLN SEE H N L ELEV SEE PLN ONSLN LOGO SELS SHEE SSE: HWELL VLLGE. NHO H etail 60.0 SENE, S NO. E ESPON Y SSE O PEM LGY /" EPNN ON MEL. SEL ON W/ LELE WEPOO LLE SEE MNG & ONON PLNS O MN SZE VPO E SEE ONON/SL PLN O SL HKNESS & ENONG POVE " ONEE OVE O SEEL " L " L SEON S00 /" = '0" YPL NEO MN OONG SEE /S00 O SE PLES & NHO EL " GO /" / OONG SEE PLN SEE SEE ONON PLN & OONG SHELE O SZE & ENONG PLN N. L. EL. SEE PLN S00 OMPE EH ONEE SL OMPE EH EL /" = '0" YPL ONN ON SW / x YPL SWN ON EE O PLN O SL NOMON VPO E 5/6 S00 /" /" /" /" SE PLE O HSS5x5 MNS EL /" = '0" 5/Ø HES O /"Ø NHO S HSS MN /" SE PLE K WEL /8 SE PLE " GO NHO 5" 9" " YPL /" Ø NHO /ONON HEVY HE HE N /6 8" 8" 5/6 5" 5" 8" 8" 5" 5" POVE /"xx0'" PLE S HSS MN " SE PLE SE PLE O HSS5x5 E YS () 5/Ø HES O /"Ø NHO S K WEL /8 SE PLE " GO NHO ' " " YPL /" Ø NHO /ONON HEVY HE HE N SSE O PEM PNPL N HGE: POE ENGNEE: WN Y: SHEE LE: SEONS N ELS SHEE NO. S00 LGY M PO. NO

18 5. ON. x NLE.. SEE H. O OPNG EL / PPE SEE H. VENEE SEE H. OS " " L OS EE O /S00 O MNG NOMON 600S65 MEL S O.. 8" O.. M SEE H. O OPNG EL / PPE SEE H. VENEE SEE H. OS " 600S65 MEL S O.. 8" O.. M. L5x5x5/6 ON. SEE H. O OPNG EL #0 " O.. (EH LNGE) YP. / () #0 SEWS " O.. 600S65 S W/ () P...'S O NGLE ON EH SE O POS ± 5/8" /S SEE H. ON L5x5x/x0'5" OH SES NS & S POS P SEE PLN //0 :: PM E:\evit Local iles\0\60.0 Outparcel etail _cb.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE PL O OS NEES MN LNE W/ () /"Ø H.S. S () /x" 5" GGE 5/6 " " MN L5x5x5/6 ON SEE PLN /" GSSE PL () EH E O MN SN VELP SL600 W/ ()# SEWS O S O NO WEL 5" N () P..'s O NGLE /" /8 SEON S00 / PPE SEE H ON SN VELP SL600 W/ () # SEWS O S N () P..'s O NGLE OS ENG SEE PLN /" = '0" SEE H. O OPNG EL VENEE SEE H 5 SEON S00 /" = '0" () 9/x" SLOS O /" S () /Øx" 5" GGE WH () /"Ø 5 S " 9" YP.. /" YP. " L GE /" L 5/8" 5/8" / 5/6 YP. YP. OS GE (YP.) /Ø HE PE OSH SEON 96.5 YP. PLE /"xx0' (YP.) O.. L5x5x5/6 ON /8 /8 OS GE SEE PLN E OS ON MN LNES / E OS YP OS GE SEE PLN MEL OO EK SEE NOES SEE H. O OPNG / PPE SEE H ON EK ENG VES VENEE SEE H OS " /" L " SEON S00 /" = '0" 5/6 / S EYON / S SEE H SEE EL M/ O /MN ONNEON OS G ELEV SEE PLN MN SEE PLN L OS O.. OS SEE PLN 6 SEON S00 /" = '0" 9" /" L NGLE O OS MEL OO EK SEE NOES " O NGLE SEE SEONS /8 " P PL ()/" GSSE PL OS GE PL /"xx'0" PL /"x HSS POS O EM PL O EM YP EH OS 5/6 EK ENG VES PL /8xxON / EM SEE PLN POVE MEL S EM WE SN VELP SL600 W/ () # SEWS O S & () P...'S O EM LNGE SEON S00 MEL EK /" = '0" /" L () 9/Ø 5" GGE / YP. PLE O OS /"x"x0'" WEL PLE (YP.) /6 O NO WEL O.. L5x5x5/6 ON. /8 OS SEE PLN " YP " MN 5/ YP /8 5/8" 5/8" VEW () / PONS O EM WEL PLE O EM 5/6 ()/Ø x " 5" GGE P PL " O NO WEL OS SEE PLN E OS ON MN LNES " MN OO EK SEE NOES O HMEN /6 YP. NGLE O PLE /S SEE H. SEE EL M/ O /MN ONNEON OS ENG SEE PLN 5/6 MN SEE PLN EH OS HSS POS O EM /8 5/6 /ENG SEE PLN ON W/ () O.. O EM POVE MEL S NLL EWEEN EM LNGES EM SEE PLN SN VELP SL600 W/ () # SEWS O S & () P...'S O EM LNGE S00 9" SEON S00 /" = '0" SEON /" = '0" /" L S EYON L5x5x5/6 ON. " P PL OS GE " PL /x6x0' PL /x0' /6 /8 () /" GSSE PL /" L /6 /6 PL /xx0'" WEL PLE /8 O.. YP. EH OS OS SEE PLN OO EK SEE NOES O HMEN () / PONS O EM YP NGLE O PLE YP. EH OS WEL PLE O EM OS SEE PLN MEL EK /8 Lxx/ ON. OS ENG SEE PLN E ONNEON OS ON MN LNE P PL " () /Øx" 5" GGE 5/6 O NO WEL /Ø HE PE OSH SEON 96.5 (YP) 5/8" " " OS L MN. SEON / EM SEE PLN ONSLN LOGO SELS SHEE SSE: HWELL VLLGE. NHO H etail SENE, S NO. E ESPON Y SSE O PEM LGY " YP. " MN. P PLE "" MEL EK SEE NOES /8 YP. 5/6 SSE O PEM " /6 PNPL N HGE: POE ENGNEE: WN Y: LGY M /"xx0' OS SLZE PL WH /Ø HES PE OSH MNS) /" YP. " O NO WEL (YP.) /Ø HE PE OSH SEON 96.5 (YP) MN OS GE OS SHEE LE: SEONS N ELS PLE /"xx0'8" 8 SEON S00 /" = '0" 9 SEON S00 /" = '0" SHEE NO. S00 PO. NO

19 5 //0 :: PM E:\evit Local iles\0\60.0 Outparcel etail _cb.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE NOPY & HMEN Y OHES O OPNG ELS SEE H 600S65 '0" O.. VELLY VENEE SEE H O.. SN VELP SL600 W/ () # SEWS O S N () P..'s O EGE NGLE OS ENG SEE PLN / S SEE H /6 OS VENEE SEE H Lxx5/6 (LLH) ON. (HG) EON SEE H SEON S0 /" = '0" SEE " 9" H OS /" L () # S ONNEON, YP (6) # S ONNEON /S +'0" O.. OO EK SEE PLN & NOES O HMEN L5x5x5/6 ON. OS GE SEE PLN EM SEE PLN ON. P x NLE, YP. WHEE SHOWN O.. M. W/ H PONS /8 /8 SN SLP L60068 W/ (6) # SEWS (PEN ) O S & () P's O EM E OS E OS OS SEE PLN /8 L6x6x5/6 ON. YP. SN SLP L600 W/ () # SEWS O KKE N () P...'s O SEEL NGLE EH KKE /6 ON SEE PLN O OPNG ELS SEE H / PPE SEE H SN VELP SL600 W/ () # SEWS O S N () P..'s O EGE NGLE NOPY & HMEN Y OHES OS ENG SEE PLN VENEE SEE H /6 Lxx5/6 (LLH) ON. EON SEE H SEON S0 /" = '0" OS " 9" /" L 6005 ON. O.. L5x5x5/6 ON. OS GE SEE PLN EM SEE PLN ON. P x NLE, YP. WHEE SHOWN /8 /8 POVE LOKNG S EQ' O NOPY HMEN PE EL / SN SLP L60068 W/ (6) # SEWS (PEN ) O S & () P's O EM OO EK SEE PLN & NOES O HMEN E OS E OS OS SEE PLN O OPNG ELS SEE H / PPE SEE H VENEE SEE H SN VELP SL600 W/ () # SEWS O S N () P..'s O EGE NGLE OS ENG SEE PLN EON SEE H SEON S0 /" = '0" OS " 9" /" L 6005 ON. O.. L5x5x5/6 ON. OS GE SEE PLN EM SEE PLN ON. P x NLE, YP. WHEE SHOWN /8 /8 POVE LOKNG S EQ' O NOPY HMEN PE EL / SN SLP L60068 W/ (6) # SEWS (PEN ) O S & () P's O EM OO EK SEE PLN & NOES O HMEN E OS E OS OS SEE PLN ONSLN LOGO SELS SHEE SSE: HWELL VLLGE. NHO H etail 60.0 SENE, S NO. E ESPON Y SSE O PEM LGY SSE O PEM PNPL N HGE: POE ENGNEE: WN Y: SHEE LE: SEONS N ELS LGY M SHEE NO. PO. NO. 050 S0 5

20 5 SEE " O OPNG ELS SEE H OS H OS () # S ONNEON, YP (6) # S ONNEON /S +'0" 600S65 '0" O.. VELLY //0 :: PM E:\evit Local iles\0\60.0 Outparcel etail _cb.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE NOPY & HMEN Y OHES VENEE SEE H O.. SN VELP SL600 W/ () # SEWS O S N () P..'s O EGE NGLE EK ENG VES /S SEE H. /6 VENEE SEE H Lxx5/6 (LLH) ON. (HG) EON SEE H SEON S0 /" = '0" /" L " O.. 8" O.. SEE PLN L5x5x5/6 ON. OS SEE PLN SN SLP L60068 W/ (6) # SEWS (PEN ) O S & () P's O EM POVE LOKNG S EQ' O NOPY HMEN PE EL / EM SEE PLN ON. P x NLE, YP. WHEE SHOWN EM SEE PLN O.. M. W/ H PONS /8 NGLE O OS /8 L6x6x5/6 ON. YP. SN SLP L600 W/ () # SEWS O KKE N () P...'s O SEEL NGLE EH KKE /6 ON SEE PLN /8 OO EK SEE PLN & NOES O HMEN E OS O OPNG ELS SEE H / PPE SEE H VENEE SEE H SN VELP SL600 W/ () # SEWS O S N () P..'s O EGE NGLE EK ENG VES OS " 9" /" L " SEON S0 /" = '0" 6005 ON. O.. L5x5x5/6 ON. OS SEE PLN /8 NGLE O OS SN SLP L60068 W/ (6) # SEWS (PEN ) O S & () P's O EM OO EK SEE PLN & NOES O HMEN SEE H O OPNG /PPE SEE H. EK VES () # S ONNEON (YP.) VENEE SEE H. 600S6 '0" O.. VELLY OS SEON S0 /" = '0" SEE H. OS " /" L SN VELP SL600 W/ () # SEWS O S N () P..'s O EGE NGLE L5x5x5/6 ON. OS SEE PLN /8 O.. NGLE O OS OO EK SEE PLN & NOES O HMEN ONSLN LOGO SELS SHEE SSE: HWELL VLLGE. NHO H etail 60.0 SENE, S NO. E ESPON Y SSE O PEM LGY SSE O PEM PNPL N HGE: POE ENGNEE: WN Y: SHEE LE: SEONS N ELS LGY M SHEE NO. PO. NO. 050 S0 5

21 5 HV GENEL NOES. MEHNL ONO SHLL NSH LL LO, MEL N EQPMEN EQE O HE OMPLEE NSLLON N OPEON O LL SYSEMS N HS SEON O WOK N ONE WH EOMMENE PE N LL PPLLE OES OPE Y HE HOY HVNG N.. O NO SLE WNGS. SEE HEL WNGS O E LOON O WLLS, OOS, WNOWS, NE, LGHS, ELNG SES, E.. LL MEHNL PEMS N NSPEON EES SHLL E ONE N P O Y HE MEHNL ONO.. MEHNL ONO SHLL GNEE LL WOK N MELS O ONE YE. EGEN OMPESS SHLL E GNEE O VE YES. WNY PEO SHLL E EEVE HE Y HE POE S EPE Y HE OWNE. 5. WNGS E GMM N MY NO SHOW LL EQE NGS. MEHNL ONO S ESPONSLE O OONNG HE YPE, SZE N LOON O LL EVES, WOK, PPNG N EQPMEN WH HE ELNG PLN, LGHS, SL ELEMENS N OHE ES. MEHNL ONO O NSH N NSLL LL ENS, OSES, ELOWS, E. S EQE. VEY LL LENES PO O NG WOK, O OENG NY EQPMEN, PPNG, E.. 6. MEHNL ONO S ESPONSLE O POVNG MELS N NSLLNG HE WOK N ONE WH LL PPLLE L, SE N NONL OES OPE Y HE HOY HVNG N. G LOON PY (MH) EH EH EH SE OOM SHELL SPE SHELL SPE NOES. NENL HEMOS. EESSE MONNG "... NEGL NNE ELE HEE SHELE N SPEE (PM) ELEL KW V PH HZ MPS MNE & MOEL NO MKEL EP MKEL 50L MKEL 50L. MON 0'0" EL MONE NNE SWH O E POVE & NSLLE Y E...". 6. POVE 500 WLL KE N 500 HEE KE. WLLMON HEMOS NOES //0 :55: PM \\vpcead\userdata\jmkirkland\my ocuments\9 Hartwell Village ldg entral (0) 005_jmkirkland.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE. LOE LL HEMOSS, SWHES N OHE ON EVES '0" OVE NSHE LOO. NSH HEMOS ON EVE O EVEY EVE EQNG ONE WHEHE SHOWN ON WNGS O NO. 8. LL EQPMEN SHLL E NSLLE PE OE & MNE'S EQEMENS O POPE OPEON N SEVE/ESS LENES. 9. LL EQPMEN SHLL E.L LSE. 0. ON WNG O LL MEHNL SYSEMS WHN HS PE O WOK SHLL E Y HE MEHNL ONO.. OO S SHLL HVE SE H S SLOPE N YPE O OO S EQE. OP O SHLL E LEVEL. SEE SL PLNS O SLOPE NOMON N HEL PLNS O E OO YPE.. LL EQPMEN SHLL E LELE ONG O NMENG / ENON SYSEM PE PLNS.. LL EQPMEN SPPOS E EQE O MEE SE ELEL ONO O POVE LL HGH VGE (0V N GEE) ELEL WNG, ON, NNE SWHES, SES, E. O LL MEHNL EQPMEN WHN HS PE O WOK. LL NL ELEL ONNEONS E Y ELEL ONO. MEHNL ONO SHLL OONE ELEL EQEMENS O LL PPOVE MEHNL EQPMEN WH HE ELEL ONO. 5. PO O EGNNNG NY WOK, MEHNL ONO S ESPONSLE O NOY HE OWNE'S EPESENVE, HE O ENGNEE HE MEHNL ESGN ONLS WH ESNG O NOESEEN EL ONONS. 6. MEHNL ONO SHLL POVE MN. O O OPES O SHOP WNGS O HE HE/ENGNEE O LL NSLLE EQPMEN N MELS NEENG PPOVL PO O PHSNG. N ON, M.. SHLL POVE HE OWNE WH WO OPES O OPEON & MNENNE MNLS O LL NSLLE EQPMEN, MNE'S & NSLLE'S WNES N NNG O ONS O LL SH EQPMEN. M HNGNG KE HEE KE HOZONL MONE N OE N HEE EL NO O SLE ONSLN LOGO SELS N O H No. 5 M. P N E LENSEPOESNL ENGN E S P P /0/0 E HWELL VLLGE EL LNG H VEOS PPPS ONSLNG ENGNEES, P No. 050 E O SENE, S N Z HO O N SHEE SSE: NO. E ESPON Y SSE O PEM PNPL N HGE: POE HE: WN Y: NV, MP NK MK M M MEHNL WNG NE MEHNL SHELES, NOES & ELS MEHNL LOO PLN SHEE LE: MEHNL SHELES, NOES & ELS SHEE NO. PO. NO. 050 M 5

22 H N O N E Z EH EH EH VEOS PPPS ONSLNG ENGNEES, P No. 050 HO E O 5 5 SHEE SSE: NO. E ESPON Y SSE O PEM PNPL N HGE: POE HE: WN Y: SHEE LE: SHEE NO. PO. NO. 050 //0 :55: PM \\vpcead\userdata\jmkirkland\my ocuments\9 Hartwell Village ldg entral (0) 005_jmkirkland.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE SELS ONSLN LOGO H N E LENSEPOESNL ENGN E No. 5 S P P N O P. M /0/0 HWELL VLLGE EL LNG SENE, S KEYE NOES MONE HEE 0'0" MEHNL LOO PLN / = '0" MEHNL LOO PLN M NV, MP NK MK

23 5 GENEL EQEMENS. GENEL N SPEL ONONS: GENEL N SPEL ONONS E HEEY ME N NEGL P O HS VN O HE SPEONS N S SME E PPLLE O HE WOK NE HS VN N NLESS OHEWSE SPEE. PLMNG GENEL NOES SNY WSE N VEN PPNG:. NSH N NSLL OMPLEE SYSEMS O S, WSE, N VEN PPNG OM LL PLMNG ES, N/O OHE EQPMEN. LL S, WSE N VEN LNES SHLL E ONELE N HE LNG ONN WHEE POSSLE. PLMNG E SPEONS N ONNEON SHELE E/VLVE MK E YPE MNE MOEL NO. MEL SYLE MNE SPO HNLES ENES YPE SZE MOEL NO. N SPPLES N PS PPE SZES WSE VEN W HW MONNG EMKS /5/0 :9:0 PM :\sers\wabrower\ocuments\9 Hartwell Village ldg entral (0) 005_wabrower.rvt LL WNGS, SPEONS N OPES HEEO NSHE Y MMLLN PZN SMH HEE E N SHLL EMN HE POPEY O MMLLN PZN SMH HEE. HESE MELS E O E SE ONLY WH ESPE O HS POE N NO O E SE WH NY OHE POE. WH HE EEPON O ONE ON SE O EH PY O HE ON, SH OMENS E O E ENE O SLY ONE O O MMLLN PZN SMH HEE PON OMPLEON O HE POE. SMSN O N O MEE EGLOY EQEMENS O O OHE PPOSES N ONNEON WH HE POE S NO O E ONSE S PLON N EOGON O MMLLN PZN SMH'S OMMON LW OPYGH O OHE ESEVE GHS. OPYGH 06 MMLLN PZN SMH LL GHS ESEVE PE: POVE LL LO, MEL N EQPMEN EQE O HE OMPLEON N OPEON O LL SYSEMS N HS SEON O WOK N ONE WH LL PPLLE OES. PEMS: PPLY O N PY O LL NEESSY PEMS, EES, N NSPEONS EQE Y NY PL HOY HVNG N. WNY: POVE LL MELS N EQPMEN NE HS SEON O HE SPEONS WH ONE YE WNY OM HE E O EPNE O WOK Y HE OWNE. OONON: VEY LL OGHN LOONS N OONE PPNG N EQPMEN LOONS WH WOK NE OHE VNS O HE SPEONS O VO ONLS. ONO MS OONE WH OHE ES O LL SES, PPNG, ON, WOK, LGHNG, E. O POPELY E NSLLE. NY ONLS SHLL E ESVE NO HGE O HE OWNE. OONE NSLLON O LL PLMNG LNES M WLLS H PLMNG LNES E PLE N WLL NG M WLL ONN. NG N PHNG O M WLLS N PLE WLL NO E PEME. EL VEON: EL VEY ESNG ONONS EOE SNG ONN N NOY HE HE/ENGNEE O EO O NY SEPNES EWEEN HE ONN OMENS N ESNG ONONS N/O NY POENL PEMS OSEVE EOE ONNNG WOK N HE EEE ES. PLMNG SYSEMS NLE, E NO LME O: PLMNG ES N EQPMEN E PPNG OMES WE SYSEM SNY WSE N VEN SYSEM SEE HEL PLNS O NL EQPMEN LOONS. OONE WH EQPMEN SPPLE N HE GENEL ONO O NL WLL LOONS. ES. 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@Copyright 2016 SKAPS Industries.

@Copyright 2016 SKAPS Industries. SKAPS INDUSTRIES 571 Industrial Pkwy, Commerce, GA 30529 Phone: (706) 336 7000 Fax: (706) 336 7007 E Mail: contact@skaps.com SKAPS GEOCOMPOSITE DROP IN SPECIFICATIONS @Copyright 2016 SKAPS Industries www.skaps.com

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