HARTWELL VILLAGE - RETAIL BUILDING G

Transcription

1 SO HWLL VLLG L ULNG G OON OUNY, S PS Project No: 00 OWN SO 60 WSON PKWY SU 0 Y, NOH OLN (99) 6 LOWLL@SONO.O ONSULN LOGO O LOWLL H clln PZN SH HS 00 UGUS S. S 00 GNVLL, S 960 (86) 0 NKNP@LLNPZNSH.O NL KNP, VL SLS SUUL ULL GOUP, N. 0 LVLN S. GNVLL, S 960 (86) 00 ULL@ULLGP.O LUS G. YOUNG P, S(L, U) PLUNG VP NGNNG SOUH YON S HLO, N 80 (0) SPL@VP.O WNG LS SNJY PL, P HNL VP NGNNG SOUH YON S HLO, N 80 (0) SPL@VP.O SH NO SNJY PL, P LL VP NGNNG SOUH YON S HLO, N 80 (0) SPL@VP.O SNJY PL, P POJ NO: WHN LSS HN LL WNYV () L ZONS ULZ O WHN ZONS ON, L NUS Y NO ONSUV. N SO SS SHS WH WNY (0) L ZONS ULZ N L NUNG HS N JUS. H ZON N WHH H LOW L HN ON O L S LO NS H NU O H L. POJ NOH S P L LOK G " = '0". LL WOK SHLL H NU QUNS O H LS OP ONS O H PPLL OS, S N ON HS SH N LL OH LOL, S O L OS O GULONS HVNG JUSON.. LL ONSUON SHLL HNPP SSL N OPLY WH SGN N OH PPLL SNS.. NSONS SHOWN O O OOS N WNOWS O G O UNLSS OHWS NO.. POV NGUSHS N ON W/ NP 0. NSLL WLL OUN NGUSH () '0" O OP O N. GNL ONO O OON LOONS WH LOL SHLL.. HOZONLLY (SN) LL L SU SYSS S ON N OPS O LL PONS O SUU OV. 6. H GNL ONO SHLL POV ONOL JONS (J) N LL SONY WLLS S SHOWN N H WNGS, U NO O 0'0" LN WN JONS. H ONOL JON SHLL ONNU UP ULL HGH O WLL. OLOS O SO JON SLN SHLL H H O H WLL ONSUON L. H GNL ONO SHLL OON H ONOL JON QUNY, SPNG N LOONS WH H H PO O ONSUON.. O NO SL WNGS. NSONS N QUSON H ONO S SPONSL O ONNG LON O H H O ONNUNG WH H WOK. 8. N H VN O NY SPNS OUN N H WNGS O ONLS WN H HUL WNGS N HOS O H NGNS, H ONO SHLL QU O NOY H H O PONG WH H WOK. 9. LL WOO LOKNG O N QU Y O. LL WOO N ON WH O, ON, O SONY O PSSU. 0. LL WOK LS, SHOWN O PL ON H ONSUON OUNS SHLL SUPPL N NSLL Y H GNL ONO P WH OHWS NO. H GNL ONO SHLL LOSLY OON HS WOK WH H O OH ONOS O VNOS O SSU H LL SHULS N H LL WOK S ON N ONON O H SUPPLS QUNS.. LL NO NSONS GVN O O SU. O NLN O OLUN, UNLSS OHWS NO. O NSONS O / G O SONY/ ON O OLUN NLN, UNLSS OHWS NO.. LL NW OO WOK O PO Y LNLO'S OONG ONO SO S NO O VO NUU'S WNY. POJ POJ NOH OV SH VON, SYOLS N LGNS L SY PLN N O NOON SPONS SPONS OVLL LOO PLN N LS OO PLN N OO LS O LVONS WLL SONS WLL SONS WLL SONS LS LS OO / WNOW LS N SHULS GNL NOS & SGN OUNON PLN OO NG PLN Y LVONS SONS N LS SONS N LS SONS N LS SONS N LS SH SSU: NO. SPON SSU O P 0.0. OWN ONS GNL NOS " = '0" " = '0" PLUNG SHUL, NOS N LGN PLUNG PLN LL LGN, NOS & SHULS LL LOO PLN N NOS LL PNL SHUL N S L OWN ONS PNPL N HG: POJ H: WN Y: 0.0. JP NK SH L: OV SH G00 Y HNL SHULS, NOS & LS HNL LOO PLN SH NO. VNY P GNL G00 G00 G0 HUL SUUL S000 S00 S0 S00 S00 S00 S0 S0 HNL PLUNG P P LL SH N OON OUNY, S UGN P HWLL VLLG L ULNG G SONWHS 08 H S #0 GNVLL, S, 960 (86) 980 UGN@SONWHS.O SO //0 :: P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV OWN ONS

2 VONS LS SN GPHS N SYOLS //0 :: P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV VON NOS:. GNLLY S SPLL OU N VONS US ONLY O U N SP O WH PPOP O O POV LY.. VONS LS LOW PPLY O H HUL WNGS ONLY, O WNGS Y OH S O VONS US ON OH S WNGS.. O NSH SHUL O L VONS US ON H NSH SHUL.. VON LS H S ON H NONL SN OUL. O H NS O VONS SHOWN ON H WNGS H NO LS H. WH ULPL S SNG O H VON SHOWN, H N N H LS LOW SHLL US. / / N SV S OUS NSUL OUS PNL P S J G S HJ HU LU P PPO H S S S S SSN VG W L Y U LG LKH LK N OS O S WN U YP NL V / /O G H H P J K L LG LG LKJ LL LO L ' 0" ONON H/NGN NON SV YLONL UN SYN SSL OUSL NSULON OUSL PNL UO ONOL PNL OUS OUSL LNG L N UO OO LOS JN or JUSL OV NSH LOO OV NSH G OV NSH SL UHOY HVNG JUSON LN LUNU OUSL PNL LNG PPO H SSOS OV SUSPN LNG UO SPNKL N H'S SUPPLNL NSUON SSOON OUSL L LNG VG OUSL WLL N LONY N O O (OO) OUNY OH S LOW NSH LOO UNOUS ULNG ULKH LNK ULLNOS OO O SL OO SN WN ULUP OONG Y PSS N LNG NUON LSS NLV ON NOUS (K) O LOS U LVSON ONO UNSH ONO UNSH/ONO NSLL ONO UNSH/OWN NSLL ONO UNSH QUPN OLO L NG ON GU O HOOK HLKO SNPL ONSUON JON\ ONOL JON OK N LN LNG LNG LK JON OLUN LN LOS L NUVNG LNS OOS PULL '8" L (LL OOS) ' ON PPOHS ' 0" PS U NL O OL ON ON ON ON OO O P P S US L O P G SP S P PN S SP SPL W S G G S J L LS L L LV SH N NL N OS PS P Q QUP QUV SL WH WS S S S S O & ' 0" PUSH OPOS ON SONY UN ONL LNOU OLUN ON ONON ONN ONO OON OO ONOL PNL P ON SPLSH LOK L L S USON OUL OLON PN NKNG OUNN GONL NSON SPNS SN PPOONG OUNL PON OWNSPOU Y SNPP SPOSL SHWSH H G O U O NSH SYS G GN O GYPSU O O NSULON N NSH SYS PNSON JON LVON LSO L LNY LVO GNY GNY SHOW NL NLOSU NN G O SL PN POLYSYN O (NSULON) POY QUL QUPN QUVLN SNG OO N SLO L W H Y WSH SON SNG O NSH ON S NSH WO SS NSH OU SS L LOO LNOU LOO N PN ONNON PN ONNON N NGUSH NGUSH N UNU, U, N QUPN " OO HS OH LOS N LH H N N G L O O O O OS OW G P UN W GLV G G G G GG GP GP GL GLZ GP GP G GN G GW GYP GYP PLS H H HP HW HW HW H NSUL NSUL PNL JN JN LO K K KPL L L GL LV L LU L LG L L L LNO LK LL G LOS L LV LV LV LW H N H L ZZ L S N ' 0" HOS/ HYN L NSH LOO NSH G U LOOLN NSH OPNNG O ON/ O U O NSH O SONY O SU O WLL NO GYPSU GLSS NO PLS UNU WLL OVNG GLVNZ G GNL ONO GU L GLSSNO ON GLSSNO GYPSU GLSSNO PLS GLSSNO PLS GLSS GLZNG GUN U P GYPSU PLS LNG GOU GN GS P GYPSU WLL O GYPSU O GYPSU PLS HOS HOLLOW O HNPP HOLLOW O WOO OO HW HWOO HOLLOW L NS / NS NSON NSULON NSUL L PNL JNO JNO LOS KNOK OWN KHN KKPL LN LN GLSS LVOY LN LNG US LGHWGH ON SONY UN LN US LNNG L LN (OO) LY LNOLU LOK OO L LN GYPSU O LN O SGH LVNG OO LOUV OO LOUV VNYL L (PLNK, SQU, PN) LGHWGH ON HN OO NNN U LL L ON HNL OO L LN ZZNN LL NSH NUU'S ONON L LY SN NU O PULL ' 0" ' LWK O OP L W WP N NOL N NL NO NO NP O O O O/ O O O/O OS OPNG OPP OP O O OVL P P P P P P PP PG PH PL PLG PLYW POL PO P PN P P Q Q N HK PN G NS OO N Q SL SP S G P H LG O U V VL SS SS SS SP S S SS SS S HNG S PPOHS ' LLWOK O UN OP K OSU SSN L OWV N WPOONG NO PPLL NONOUSL NO N ON NONLONG NU NONL NO O PO OVLL ON N OUS OWN UNSH/ONO NSLL OVLOW N O OWN UNSH/OWN NSLL OUS O SUS OPNNG OPPOS OPL OPNG OO OVLOW OO N OVLOW PN PN PN / PN S PLO PO PNN PPNUL PGO PHY PLS LN PLUNG PLYWOO POLSH POLN P PNSH PO PSSU QUY L QUY L S US ON SLN S O HOOK U PON OO N G NSULON, SOL NONG SL S ON OO N NO QU SLN SN PNL SOO OONG QUS O NOON QUS O POPOSL OO HH LNG OO OUGH OPNNG U L LOO OO OP UN OO VN VL SU ON S SU WO SS SU OU SS SUSPN OUSL PLS LNG SUSPN OUSL L LNG SPLSH LOK SYN UN SYN SUS SL ON O SOL O ' 0" OO HS LOS N LH PUSH ' 0" SW S SP SH SH S SJ SKL SP SP SPKL SPK SQ SS SS S S SO SN S SUSP LG SV SVN SW SY &G P HU K O O OP OS OW S UNN UNO V V V VS V VJ VN VW ' 0" ' 0" ' 0" SOL O WOO OO SOK O SOK P SHOW SHOW N SL SO JON\ SLP JON SKYLGH SNPP SPON(S) SPNKL SPK SQU SOL SU SNLSS SL S(S) SOUN NSSSON LSS SOG SN SOOO SUSPN LNG SH VNYL SON VN SWHO SYL ONGU N GOOV NH N OP LVON POY ZZO O LOO OV O LOO LOW OP O NSH LOO HOUGH KO OP O OP O SONY OP O PP OP O SL\ OP O SL OP O WLL U SL UNNSH UNLSS NO OHWS VS VNYL OPOSON L VL VSUL VY N L V JON VN VNYL WLL OVNG W/ WH W/O WHOU W WOO S W W LOS W WOO W WSH OUNN WH W H WHS WHOUS WO WLK O WS WNSO WW WL W WW WL W SH ' NO:. LL NSONS SHOWN NUS.. NSONS N LNS SHOWN US POV LL OOS.ONO SHLL VW L LYOU N ON H LL O H PPOP LNS POV. NY SPNS SHLL OUGH O H H'S NON. NY L WOK H SHOUL HV N VO Y NGNG SPNS O H H'S NON SHLL H ONOS LN SYLS PN: PN: PN: PN: 6 PN: PN: 8 LN YPS YON NLN OLSH HN OVH NNOONS '' 80. 0'0" Name levation '' LGN NSULON K NSON NLN NSON OLUN G G NW OLUN G G SNG LGN O SUS SPO LVON LVL / LVON HGH VSON G N LOU YPL LS OP H H NGS 0" " NNOONS 8" NOH ON ON SONY UN (U) PLYWOO OSU HGH S L 0 0 S 6 S99 t 0'0" OO N 0 S P/ PHS OO N OO N S N OO G(S): OO NOH (POJ O U) POJ NOH U NOH WNOW / UN WLL G LOUV G WLL G OLON KYNO KYNO SSOY G SWOK G UNU G QUPN G SGNG G LNG G LNG YP ( / WHN N) LNG HGH OO G WH (NO OO #) PN O PHS ( SHOWN) OO N OO # = O GS LOO # = O GS ( SHOWN) LOO # = O GS OO # = O GS OO SQUN (LPH) OO NG ( SHOWN) >0" " 0 >0 " POOUS LL (SON O GVL) G NSULON SN, PLS, N, GOU, GYPSU O " VW S S / 8.0 VW N /8" = '0" PLN VW L N VW N /8" = '0" S 0 0 ef.0 ef ef ef ef ef 0 ef S SL WOO NSH WOO OUGH UNOSU S PHOO N G PLN NU VW SL UN SH L VW L N 0 60 ef UN SH PLN / L LLOU NNG SH N SH UN SH ULNG SON LLOU S N SH UN SH WLL SON LLOU N SH UN SH L SON LLOU O LVON NO LVON L NU N SH UN SH " N 8" ONSULN LOGO SLS SO SH SSU: HWLL VLLG L ULNG G OON OUNY, S NO. SPON Y SSU O P PULL PUSH LH S PPOHS OOS N SS 8" " 8" SSU O P " N PNPL N HG: POJ H: WN Y: JP NK ' 0" ' ' ' OSU HGH OW UNOSU OW VSOY 08. GNL. H OLLOWNG L POVS GUN ON H NGS O HLN ONG O G WH ULNG LNS SUH S O HOOKS, LOKS, O OPL PS SGN O US PLY Y HLN. HS NSONS PPLY O H OW O S HS. SSL LNS N OPL PS SGN O UL US O HLN OV G N LO OUS HS NGS U US WHN H UL H NGS QU Y 08 SH L: VON, SYOLS N LGNS ' 0" ' 0" OW O S H GS N HLNS H NGS GS HOUGH 8 GS 9 HOUGH SH NO. 00 ON S POK O HNG SOP O LH OOWY W/O OOS, SLNG OOS, N OLNG OOS HGH () LOW (N) 0" 0" 8" " G00

3 GNL NOON JO N: HWLL VLLG L ULNG G JO NU: 00 JO LOON OON OUNY, SOUH OLN : UY 0, 0 POJ SUY: H POJ ONSSS O ON () OL K SHLL ULNG. UU NN POVNS WLL HNL UN SP ON N UN SP P(S) O NLYSS: H OLLOWNG S SUY NLYSS O PPLL SONS O OS, ULS, N GULONS ONN N H 0 NNONL ULNG O. //0 ::8 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV PPLL OS: 0 NNONL ULNG O 0 NNONL SNL O 0 NNONL O 0 NNONL HNL O 0 NNONL PLUNG O 0 NNONL UL GS O 009 NNONL NGY ONSVON O 0 NNONL POPY NNN O 0 NONL LL O.009 SSL N USL ULNG N LS O ULNG NOON ULNG OUPNY LSSON: ONSUON YP (SON 60): LLOWL ULNG (L 06.): NS: (SON 06) UL ULNG : LLOWL NO. O SOS (L 0.): UL NO. O SOS: U LLOWL HGH (L 0.): UL ULNG HGH: SSN NG (L 60) PY/WLLS O NG WLLS O NONNG WLLS NO NG WLLS NO NONNG WLLS LOOS S OLUNS OO 6' ULNG G NL () YP SPNKL 0,000 S.. N 9,6 S.. GOSS ' ' NO Q G 0' 8" OUPN LO (L 00..) SU ULNG G NL WH LULONS (Section 00) SU WH QU WH POV ULNG G NL GSS (S) GOSS (S) P O. 0. N. P PSON > (6 O.) x (0. N./O.) =.6 N. (N. S) POV S O H OLLOWNG QUNS U VL SN (L 0.): U N OO (SON 00.): NU OO WH (SON 08.): NU L OPNNG O S (SON 00..): NU NO. QU S (SON 006.): ' " S OO 0 S SSO ULNG G 9,6 S NL OUPN LO 9,6 S 60 GOSS 6 O. = (9,6 S) / (60S/O.) N. N. 80 N. (6 S) 6' L SY LGN /" = '0" GSS PH O VL OO OUPN LO OO OUPN PY OO L WH (N NHS) NW NN SPON WLL SGN (OWS WHN N) ONSULN LOGO SLS SO SH SSU: 6' ' 9" HWLL VLLG L ULNG G OON OUNY, S NO. SPON Y SSU O P 0.0. OWN ONS OWN ONS 0.0. PNPL N HG: POJ H: WN Y: JP NK.9 SH L: L SY PLN N O NOON 00 G0 L SY PLN /8" = '0" SH NO. 00 G0

4 SH L: SH NO. WN Y: POJ H: PNPL N HG: SH SSU: LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV ONSULN LOGO SLS //0 ::6 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt SSU O P SPONS JP NK HWLL VLLG L ULNG G OON OUNY, S SO NO. SPON Y SSU O P SUY. 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, S and masonry veneer with PO roof and aluminum storefront.. GeneralWork Under 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 ntrances: 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. SUSUON POUS. 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: Use 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 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. Use 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. ngage 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 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 OON POUS. inor 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.. 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: aintain 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. PYN POUS. 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: Use S asterformat 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.. ach 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.. pplication for Payment orms: Use 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 echanic'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. J. 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:. vidence 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.. Updated final statement, accounting for final changes to the ontract Sum.. ocument G0699, "ontractor's ffidavit of Payment of ebts and laims.". ocument G0699, "ontractor's ffidavit of elease of Liens." 6. ocument G099, "onsent of Surety to inal Payment.". vidence that claims have been settled. 8. inal liquidated damages settlement statement. POJ NGN 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.. 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 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. SUL POUS. 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 anager and additional time for handling and reviewing submittals required by those corrections.. rchitect's igital ata iles: lectronic 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.. lectronic 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 lectronic Submittals: Use softwaregenerated form from electronic project management software acceptable to Owner.. esubmittals: ake 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. Use for onstruction: etain complete copies of submittals on Project site. Use 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. J. 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.. ark 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: aintain sets of approved Samples at Project site.. 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. anufacturer 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. aterial ertificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the ontract ocuments.. aterial est eports: Submit reports written by a qualified testing agency, on testing agency's standard form. U. 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. ark 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.. 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. QULY ONOL SNG N NSPON. hapter nspections and Special esting as prescribed in hapters and of the 0 dition of the nternational uilding ode apply and are attached at the end of this Section. hapter nspections shall be provided by the local HJ. 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.. inimum 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.. ontractor esponsibilities: ooperate with agencies performing required inspections, tests, and similar services, and provide reasonable auxiliary services as requested. Notify the HJ and independent inspection agency sufficiently in advance of operations to schedule required inspections (typically hours minimum notice).. 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: Upon 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. POY LS N ONOLS. 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.. lectric Power Service: y contractor. Provide connections and extensions of services as required for construction operations. omply with N, N, and UL 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.. ccessible emporary gress: 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 xtinguishers: Portable, UL rated; with class and extinguishing agent as required.. Sewers and rainage: Provide temporary utilities to remove effluent lawfully. J. 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.. 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. Unauthorized signs are not permitted.. Waste isposal: Provide wastecollection containers in sizes adequate to handle waste. S. emporary rosion and Sedimentation ontrol: omply with requirements of 00 P onstruction General Permit or authorities having jurisdiction.. Stormwater ontrol: omply with requirements of authorities having jurisdiction. U. Pest ontrol: ngage pestcontrol service so Project will be free of pests and their residues at Substantial ompletion. Perform control operations lawfully. V. Security nclosure and Lockup: Provide site security as required.(owner and HJ) 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 oisture Protection Plan: void trapping water in finished work. ocument visible signs of mold that may appear during construction. Y. aintenance: aintain 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. POU QUNS. 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.. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the ontract ocuments. anufacturer's disclaimers and limitations on product warranties do not relieve ontractor of obligations under requirements of the ontract ocuments.. anufacturer'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 atching 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. J. 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. UON. utting and Patching: omply with requirements for and limitations on cutting and patching of construction elements.. Visual lements: 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.. xisting 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.. xamination 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.. xisting Utility 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 easurements: 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. J. General nstallation: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.. ake 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.. Joints: ake 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: mploy 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. nforce requirements strictly. ispose of materials lawfully. aintain 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. ONSUON WS NGN 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: xcept 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.. xcept 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.

5 SH L: SH NO. WN Y: POJ H: PNPL N HG: SH SSU: LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV ONSULN LOGO SLS //0 :: P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt SSU O P SPONS JP NK HWLL VLLG L ULNG G OON OUNY, S SO NO. SPON Y SSU O P UN SONY GNL. asonry material will comply with the following: lay asonry S 6 (compressive strength), oncrete asonry: S 0(compressive strength), ortar shall be ype N (or S or as noted) in accordance with S 0 for proportion specification and Grout S 09(compressive strength).. Samples Product ata / for Verification: ach type / color of exposed masonry unit and mortar.. asonry Standard (including old and Hot weather): omply with 0./S 6/S 60 unless modified by requirements in the ontract ocuments.. efective Units: 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. ON SONY UNS. Us/ecorative U s: per S 90(00psi).ensity lassification: Lightweight (unless note otherwise) Size, type and bond as indicated on drawings.. oncrete uilding rick: per S. 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.. asonry ell nsulation: oamed n Place nsulation (ore ill 00), lass with hermal Values: "" Value degrees mean; S. K. ace rick: acing brick complying with S 6(900psi), Grade: SW, and ype: S. ated "not effloresced" per S 6 with nitial ate of bsorption of less than 0 g/0 sq. in. per minute when tested per S 6. Size, type and bond as indicated on drawings.. uilding (ommon) rick: S 6, W or SW. Size: atch size of face brick. O N GOU LS. ortar shall be ype N (or S or as noted) in accordance with S 0 for proportion specification and Grout S 09 (compressive strength).. ortar and Grout aterials: Portland ement: S 0, ype or. Hydrated Lime: S 0, ype S. Portland ementlime ix: Packaged blend of portland cement and hydrated lime containing no other ingredients. asonry ement: S 9(use only with architect express approval). ortar Pigments: Natural/synthetic iron/chromium oxides complying with S 99. ggregate for ortar: S. ggregate for Grout: S 0. oldweather dmixture: Nonchloride, noncorrosive, accelerating admixture complying with S 9/ 9, ype, and recommended by manufacturer. Water epellent dmixture: Liquid waterrepellent mortar admixture intended for use with Us containing integral water repellent by same manufacturer. Water: Potable. NON/S. Uncoated Steel einforcing ars: S 6/ 6 or S 996/ 996, Grade 60 (Grade 0). See structural note for structural masonry reinforcing.. asonry Joint einforcement, General: S 9/ 9. 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.. asonry Joint einforcement for SingleWythe asonry: ither ladder or truss type with single pair of side rods.. ie/nchor aterials:hotip Galvanized, arbonsteel Wire: S 8/ 8; with S /, lass coating. Steel Sheet, Galvanized after abrication: S 008/ 008, ommercial Steel, with S /, lass coating. Steel Plates, Shapes, and ars: S 6/ 6.. Wire ies, General: Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least /8inch (6mm) cover on outside face. Outer ends of wires are bent 90 degrees and extend inches (0 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 asonryveneer 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. LSHNG LS. etal lashing: Provide metal flashing complying with SN's "rchitectural Sheet etal anual" and Section 0600 "Sheet etal lashing and rim".. lexible lashing: Use 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). lastomeric hermoplastic lashing: omposite flashing product consisting of a polyesterreinforced ethylene interpolymer alloy.. P lashing: Sheet flashing product made from ethylenepropylenediene terpolymer, complying with S 6, 0.00 inch (.0 mm) thick.see diting nstruction No. in the valuations for cautions about naming manufacturers and products. See Section "Product equirements." SLLNOUS SONY SSOS. ccessories ompressible iller: Premolded filler strips complying with S 06, Grade ; compressible up to percent; formulated from urethane or PV. Preformed ontroljoint Gaskets: ade from styrenebutadienerubber compound, complying with S 000, esignation 80 or PV, complying with S 8. ondreaker Strips: felt complying with S 6, ype (No. asphalt felt).weep/vent Products: ellular Plastic Weep/Vent: Onepiece, flexible, UVresistant. avity rainage aterial: reedraining mesh of polymer strands that will nondegradable. asonry leaner: anufacturer's approved standardstrength cleaner designed for cleaning new masonry without discoloring or damaging masonry surfaces. O N GOU S. General: o not use admixtures, including pigments, airentraining agents, accelerators, retarders, waterrepellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated.. ortar for Unit asonry: omply with S 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. 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 ortar: Use colored cement product or select and proportion pigments with other ingredients to produce color required. o not add pigments to colored cement products.. oloredggregate ortar: Produce required mortar color by using colored aggregates and natural color or white cement as necessary to produce required mortar color.. Grout for Unit asonry: omply with S 6. NSLLON, GNL. Use 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 xposed asonry: Unless 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 lements: 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.. 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.. Joints: 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 Us with grout inches (600 mm) under bearing plates, beams, lintels, posts, and similar items unless otherwise indicated. H. Lay hollow Us as follows: manufacturer s written instructions.. General einforcement nstallation: nstall entire length of longitudinal side rods in mortar with a minimum cover of /8 inch (6 mm) on exterior side of walls, / inch ( mm) elsewhere. Lap reinforcement a minimum of 6 inches (0 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 (0 mm) beyond openings in addition to continuous reinforcement. Placing einforcement: omply with requirements in 0./S 6/S 60. J. 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 0./S 6/S 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 (0 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). SLLNOUS OUGH PNY. 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.. aximum oisture ontent of Lumber: percent unless otherwise indicated.. Preservative reatment by Pressure Process: WP U; Use ategory U for interior construction not in contact with the ground, Use ategory Ub for exterior construction not in contact with the ground, and Use ategory Ua 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.. 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 or less when tested according to S 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. 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. quipment acking Panels: O PS, xterior, (fireretardant treated if noted on drawings) in thickness indicated or, if not indicated, not less than /8inch nominal thickness.. General: Provide fasteners of size and type indicated that comply with requirements specified in this article for material and manufacture. J. Powerriven asteners: NS N. K. Screws for astening to etal raming: S 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.. 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. SHHNG. 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 S 9 by a testing and inspecting agency acceptable to authorities having jurisdiction.. Plywood: ither O PS or O PS unless otherwise indicated.(see structural). Preservative reatment Plywood by Pressure Process: WP U; Use ategory U for interior construction, Use ategory Ub for exterior construction. ark 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.. ireetardantreated Plywood by Pressure Process: Products with a flamespread index of or less when tested according to S 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 percent.. Plywood Wall Sheathing: xterior, Structural sheathing(structural to verfy). G. Glassat Gypsum Wall Sheathing: S /. ype and thickness as indicated on drawings H. ementitious acker Units: S, ype. hickness as indicated.. Plywood oof Sheathing: xterior, Structural sheathing(structural to verfy). J. 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 S /. K. Sealant for Glassat Gypsum Sheathing: lastomeric, 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.. 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. 0, "ngineered Wood onstruction Guide," for types of structuraluse panels and applications indicated. O. Gypsum Sheathing: omply with G 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. JON SLNS. Product ata/ Samples: or each jointsealant product indicated.. JointSealant Schedule: nclude the following information:. Jointsealant application, joint location, and designation.. Jointsealant manufacturer and product name.. Jointsealant formulation.. Jointsealant color.. Special nstaller's Warranty: anufacturer'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 anufacturer's Warranty: anufacturer'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.. Silicone Joint Sealant: ildewesistant, Neutraluring : S 90.Single component, onsag rated for traffic exposure.. Urethane Joint Sealant : S 90. Single component, onsag rated for traffic exposure G. Latex Joint Sealant : crylic latex or siliconized acrylic latex, S 8, ype OP, Grade N. H. Preformed oam Joint Sealant : anufacturer'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: S 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. J. Sealant nstallation Standard: omply with recommendations in S 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.. 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. O NSULON N NSH SYS (S NL). S Performance: omply with S 68 and S 9. Weathertightness: esistant to uncontrolled water penetration from exterior, with a means to drain water entering S to the exterior. mpact Performance: S 68, Standard impact resistance, unless otherwise indicated. ond ntegrity: ree from bond failure within S components or between S and substrates, resulting from exposure to fire, wind loads, weather, or other inservice conditions.. Product ata/samples/ertificates: or each S component, trim, and accessory. S aterials: Primer/Sealer shall be S manufacturer's standard substrate conditioner. Wateresistive oatings shall be S manufacturer's standard formulation and accessories for use as waterresistive barriers; compatible performance criteria of S 0. lexible embrane lashing shall be S manufacturer's standard or product recommended in writing by S manufacturer.. nsulation: olded, igid ellular Polystyrene oard nsulation: omply with S 8, ype with adhesive to be manufacturer's standard formulation for selected system.. S oating/esh: Primer, ase oat, and Waterproof dhesive/aseoat shall be S manufacturer's standard waterproof formulation. inishoat aterials shall be S manufacturer's standard acrylicbased coating with enhanced mildew resistance. olor and textures as shown on drawings.. einforcing esh(standard impact, unless noted otherwise: alanced, alkaliresistant, openweave, glassfiber mesh treated for compatibility with other S materials, made from continuous multiend strands with retained mesh tensile strength of not less than 0 lbf/in. according to S 098. G. nstaller Qualifications: n installer who is certified in writing by S manufacturer as qualified to install manufacturer's system using trained workers. H. nstallation: omply with S 9, S, and S manufacturer's written instructions for installation of S as applicable to each type of substrate indicated. rim, joints and buildout as shown on drawings. HL NSULON/VPO. Glassiber lanket nsulation: Unfaced, Glassiber lanket nsulation: S 66, ype ; with maximum flamespread and smokedeveloped indexes of and 0, respectively, per S 8; passing S 6 for combustion characteristics. Location and Value as noted on drawings.. xtrudedpolystyrene oard nsulation: S 8, with maximum flamespread and smokedeveloped indexes of and 0, respectively, per S 8.. oldedpolystyrene oard nsulation: S 8, with maximum flamespread and smokedeveloped indexes of and 0, respectively, per S 8.. Vapor etarders (Polyethylene): S 9, 6 mils thick, with maximum permeance rating of 0. perm. 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. xtend 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. xtend vapor retarders to extremities of areas to protect from vapor transmission. Secure vapor retarders in place with adhesives or other anchorage system as indicated. xtend vapor retarders to cover miscellaneous voids in insulated substrates, including those filled with loosefiber insulation. Seal joints in vapor retarders and repair tears. HOPLS POLYOLN (PO) OONG. oofing System: echanically fastened PO membrane roofing system (white UNO), 60mil as noted on drawings.. oofing membrane: abriceinforced hermoplastic Polyolefin Sheet as per S 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.. Special Warranty: anufacturer'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, S /, fire resistant type, / inch thick. Product: GP enseck Prime H. Polyisocyanurate oard nsulation: S 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 (0 mm) in each direction. lexible Walkways: actoryformed, nonporous, heavyduty, slipresisting, surfacetextured walkway pads or rolls, approximately /6 inch ( mm) thick, and acceptable to membrane roofing system manufacturer. nstall walkway according to roofing system manufacturer's written instructions. J. echanically 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. echanically 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: anufacture and install copings and roofedge flashings tested according to SP S 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: anufacturer'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: S 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: 60, System consisting of primer and fluoropolymer color topcoat containing not less than 0 percent PV resin by weight.. Zincoated (Galvanized) Steel Sheet: S 6/ 6, G90 coating designation. lat/smooth surface with a wooat luoropolymer: 6, System consisting of primer and fluoropolymer color topcoat containing not less than 0 percent PV resin by weight.. oncealed luminum Sheet: S 09, alloy and temper recommended by manufacturer for type of use and structural performance indicated, mill finished.th S 9.. Slip Sheet: uilding paper, lb/00 sq. ft. minimum, rosin sized. J. General: Provide materials and types of fasteners, protective coatings, sealants, and other miscellaneous items required by manufacturer for a complete installation. K. asteners: anufacturer's recommended fasteners, suitable for application and designed to meet performance requirements. L. lastomeric Sealant: S 90, elastomeric polymer sealant of type, grade, class, and use classifications required by roofingspecialty manufacturer for each application.. utyl Sealant: S, singlecomponent, solventrelease butyl rubber sealant; polyisobutylene plasticized; heavy bodied for hookedtype expansion joints with limited movement. N. ituminous oating: oldapplied asphalt emulsion complying with S 8. O. opings: anufactured 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 ethod: 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. oofdge ascia: anufactured, 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. Use 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. LUNU NNS N SOONS. 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.. 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 S 0. H. ir nfiltration: est according to S 8.Verify with manufactures standards and local requirements for fixed glass framing and doors.. nergy Performance: ertify and label energy performance according to N and in compliance with local energy code requirements. Values to be confirmed with rchitect. J. Windborneebris mpact esistance: Pass missileimpact and cyclicpressure tests when tested according to S 886 and testing information in S 996. onfirm local Wind Zones and requirements for impact resistance. K. hermal ovements: llow for thermal movements resulting from ambient and surface temperature changes: L. anufacturers: re as indicated on drawings (similar to Kawneer or YKK). raming embers: anufacturer'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: anufacturer's standard highstrength aluminum with nonstaining, nonferrous shims for aligning system components. O. aterials: luminum: lloy and temper recommended by manufacturer for type of use and finish indicated. Sheet and Plate: S 09.xtruded ars, ods, Profiles, and ubes: S.xtruded Structural Pipe and ubes: S 9/ 9.Structural Profiles: S 08/ 08. P. ntrance oors: anufacturer'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: 6,, lass, 0.08 mm or thicker. U. olor nodic inish: 6, /, lass, 0.08 mm or thicker. olor as indicated on drawings. V. akednamel or Powderoat inish: 60 except with a minimum dry film thickness of. mils. olor as indicated on drawings. W. HighPerformance Organic inish: wocoat fluoropolymer finish complying with 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. etal 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. xterior ntrance 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 ntrance oor Hardware: nstall surfacemounted entrance door hardware according to entrance door hardware manufacturers' written instructions using concealed fasteners to greatest extent possible. HOLLOW L OOS N S. 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.. aterials: oldolled Steel Sheet: S 008/ 008, ommercial Steel (S), ype ; suitable for exposed applications. Hot olled Steel Sheet: S 0/ 0, ommercial Steel (S), ype ; free of scale, pitting, or surface defects; pickled and oiled. etallicoated Steel Sheet: S 6/ 6, ommercial Steel (S), ype ; with minimum 0 zincironalloy (galvannealed) coating designation. lectrolytic Zincoated Steel Sheet: S 9/ 9, ommercial Steel (S), lass coating; mill phosphatized.. Supports and nchors: fter fabricating, galvanize units to be built into exterior walls according to S /, lass.. ineraliber nsulation: S 66, ype (blankets without membrane facing); passing S 6 for combustion characteristics.. General xterior 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 0.8. ace sheets fabricated from metalliccoated steel sheet. Provide doors complying with requirements indicated by referencing NS 0.8 for level and model and NS 0. for physicalendurance level:level and Physical Performance Level (Heavy uty), odel (Seamless). Shop primeas per NS 0.0 acceptance criteria. G. Generalxterior rames: omply with NS 0.8 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. Jamb nchors: asonry, 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 0.0 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 0.6 and NS/H.. 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 0. 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. GYPSU 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 S 9 by an independent testing agency.. Gypsum Wallboard: S 96/ 96. hickness as noted on drawings. aper unless noted otherwise.. Gypsum oard, ype : S 96/ 96. hickness as noted on drawings. aper unless noted otherwise.. Gypsum eiling oard: S 96/ 96. hickness as noted on drawings. aper unless noted otherwise.. oisture and oldesistant Gypsum oard: S 96/ 96. With moisture and moldresistant core and paper surfaces. S, score of 0 as rated according to S G. nterior rim: S 0. aterial: Galvanized or aluminumcoated steel sheet, rolled zinc, plastic, or paperfaced galvanized steel sheet. luminum : S lloy 606. H. Joint reatment: omply with S /. Joint 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 S 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 S 80 and in specific locations approved by rchitect for visual effect.. Gypsum oard inish Levels: inish panels to levels indicated below and according to S 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.. Level : Where indicated on rawings WNNGS. Product ata: or each type of product.. Special Warranty: anufacturer 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 ovements: llow for thermal movements from ambient and surface temperature changes.. 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 UL 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 xpanded P.. hread: 00 percent bonded polyester or approved equal, UVlight, mildew, and rot resistant. J. 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: S 09.. luminum xtrusions: S.. luminum inish: s indicated on drawings shall be either, ill 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. Use mounting methods of types described and in compliance with Shop rawings and fabricator's written instructions. SPONS GNL NOS:. H NLU SPONS O N S O SGN NN, LVL O QULY N HO O NSLLON.. LL POJS Y NO HV LL LS PSN H.. O WNGS O SS O SGN POUS, OLO N NSHS N OH POU OPONS.. SPNS WHH S WN HS SPONS N OH WNG ONN SHOUL OUGH O H NON O H H O UH LON.

6 O PLN NOS:. O LL PVN ONONS, SPO LVON, PKNG, N OH S ONONS, PLS O VL WNGS.. O NSONS O O NSH, U.N.O.. LL O OO NSONS O G O.O.. S = 6 OWNSPOU O LO OV; NO SOW NG SYS. GNL PON NOS: NO LL NOS PPLL. PLN NSONS O SU, U O NSH O SNG WLL ONSUON UNLSS SPLLY NO OHWS. GYPSU WLL O LYS ON WLLS SHLL ONNUOUS HOUGH LL NSONS WH NON WLLS. O WLL POY G PLN NOH U NOH. N LL LOO PLNS N L SY PLNS O WLL LOONS N NGS. //0 ::00 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV ' 0 /". LL YPL LS LLUS ONPUL PPOHS O SOPPNG WHH US P O H SP QUNS O H UL NUU QUNS.. LL SSLS SHLL O H LOO / WLL / OO NGS WHH S PNNG.. LL QU SLVS SHLL L. PLS SLVS NO P.. LL SNGL OUN PNON N SONY WLLS SHLL SLV WH L SLVS.. LL NSUL PPNG PNNG GYPSU O WLLS SHLL SLV WH L SLVS UNLSS NO OHWS. 6. LL UNL OUNON O LL LS PNNG GYPSU O PONS SHLL SLV WH L SLVS.. LL PNONS N LV POU ON SL SHLL SLV WH SL SLVS. 8. LL PPNG N UWOK SUJ O OVN SHLL SOPP WH LL SLNS. 9. LL ULPL PNONS O WLLS US SSLS O NGNNG JUGNS ONG O H S O H SPONS. 0. SOPPNG SHLL POV N LL WLLS N PONS O U O LL ONL OPNNGS, OH HOZONL N VL, N O O WN H UPP LOO N OO SP N ON WH H NNONL ULNG O. HS PPLS O LL WLLS, OLUN WPS, NON PON WLLS N U WLLS. SOPPNG NOS ' 0 /8" ' /" ' /" ' 0 /8" /8" = '0" LOO PLN NOS: NO LL LOO NOS US. LL GYP O WLLS SHLL Y O PNNG Y NN UNLSS NO OHWS.. LOO O " HK ON SL WH 6x6 W. x W. WW NONG ON 0 L POLYHYLN VPO ON " NO. SON.. LL YWLL SU N SP O P, SN, P N Y O PN Y NN UNLSS NO OHWS.. OSU SSN GYP. O S QU LL WLLS POS O OSU.. LL NSHS Y NN U.N.O. LOO PLN NOS " = '0" ' 8 /" 8' /" ' 8 /" ' /" ' 8 /" ' 0" ' /8" ' 0" 0 /8" 8' /8" ' 0 /8" ' /" 0' 0" 0' 0" ' /8" ' 0" ' 8 /" 9' /" ' 8 /" 0' /" ' 8 /" ' /" ' 8 /" ' /" ' 8 /" ' 0 /8" ' 0 /8" " " ' 0 /8" /8" ' /8" ' " ' 0 /8" 0Q ' 0 /8" ' " 0P ' /8" ' 8" ' 8" ' /8" ' " 0O 0N 0 0 0L 0K 0J S OO G S6 0 S G 0H 00 0 ' 0 /8" ' 0 /8" 00. POV YP "", OL N OSU SSN GYPSU O N LL OL N JNO OOS.. LL U.L. WLLS H N O H SUU OV, LL VOS SOL WH NL WOOL NSULON WH WLL S OUN S, JOSS, SLS, N OO K. NN SHUL SOUN NG. LL SOUN WLLS POV LL SLN O N OUSL GSK WN H S SYS N LL SSL SUS (.. PNONS) N LSO WN H SYS N SL SUS WH P L S QU. LL OPNNGS HOUGH H SYS, N S N P, SHLL SL GH. PNG GYPSU O WLL N WLLLNG NSONS POVS N QU SL HS LOONS. 6. LL JONS OP O LL PONS: POV OPL U.L. LS SSV JON SYS O H SSN O WLL SSLY N H S LSO OPL WH JON SUSS. SU OPL JON SYS POU NOON O LL ONONS.. POV LON K OP O WLL LL ONNONS O H SUU OV. 8. NY POON O GYPSU O H OS W O SHOWS SGNS O OSU G, H O O NSLLON, S O OV LY N PL WH NW Y GYPSU O. 9. NY NO PONS HV ONL NSHS, SUH S WLL LS O WOO PNLNG. S NSH SHUL N L SHS O ONL NOON. 0. LL ON LOK (N WLLS) US H U.L. LSSON K O SU QUVLN SNG.. GNL ONO SHLL VY SPNG N GUG O NO SUS, LNG HGHS N LLOWL LON O SP PPLONS S ON NUU'S QUNS. S NU, SUS SHLL 0 GUG O G.. SOUN NUON LNK S QU LL NO PONS N SHLL UN ULL HGH O PON UNLSS NO OHWS. SOUN NUON SHLL O NL WOOL O OH U.L. PPOV L.. S NO H NN O H OUNS O NY H NVUL WLL WH WLL G. NO WLLS O OH WLLS NO GG WLL O H S WLL YP S JN WLLS.. GNL ONO S O OON N POV LL QU LOKNG WHN H WLLS. HS NLUS U S NO L O, LL LLWOK, SWOK, G S, L ONOS, N OL PONS.. GYPSU O ON WLLS SHLL PPL WH NU / GP WN H GYPSU O N H LOO N SHLL NO PPL OV OH ULNG LS WH ONONS S H VOL O OL GOWH. GNL PON NOS /" = '0" 00 0 ' 0 /8" 66' 0 /" 9' " 6' 9" ' 0" 0' " ' 8" S6 ' ' " ULNG G 0 0 /8" 6' 8" ' 0" ' 0" ' 0" ' 0" ' 0" 9' ' 0" 9' 0 /" ' /8" ' /8" ' /8" ' /8" ' /8" ' /8" ' /8" ' /8" ' /8" ' /8" ' /8" ' /8" ' /8" " " ' /8" ' 8 /" 9' /" ' 8 /" 0' /" ' 8 /" ' /" ' 8 /" ' /" ' 8 /" ' /" ' 8 /" ' /" ' 8 /" ' /" ' 8 /" 66' 0 /" OO L S L ON 0 KNO O LOON OON W/ LOL PN. POV ONNON O P SWH ' /8" ' /8" 00 0 ' /8" ' 0 /8" ' 0 /8" O H WLL US U.L. SGN # U9 00 PON YP S6 /" = '0" ' 0 /8" ONNUOUS OUSL SLN OP N OO O WLL (OH SS) SL O K OV; S SU. GONLLY K O SUU ONNUOUS SOP OP N OO O WLL N LL OPNNGS HU WLL OUSL NSULON, ULL VY WH, W/ GLV. SL PNS SU O NO O NSH O.. V. & HOZ. L SU NG O..; S PON YPS LGN ON () LY YP '' GW NSH OH SS ON. SL; S SU. SL UNN SN O ON. SL " O.. OP & OO O L SU NG ' 0 /8" ' 0 /8" H NUU SON VN ON O SNG S LVONS O OLO. ' /8" L SU NG LH SN O SH O ' 0 /8" ' /8" L WLL SON; S LL YPL PLS PLN L /" = '0".9 H NUU SON VN ON O SNG S LVONS O OLO. L SU NG LH SN LH O SH O WLL SON; S LL S PLN S PLN S PLN YPL ON PLS PLN L /" = '0" S PLN S PLN 00 S PLN S PLN. 00 L SU NG W/ 9 NSULON K O SON VN S " G NSULON LQU PPL W... ON /8" O ' 0 /8" L SU NG W/ 9 NSULON LUNU SOON SYS WH NSUL GLSS. S LVONS K O N SLN P.. SH, S Q. K O SON VN S LVONS " G NSULON LQU PPL W... ON /8" O SHHNG ' 0 /8" 0 ' 0" ' 0" 00 ' 0" ' 0 /8" ' 0" ' 0" ' 0" ' /8" " " ' /8" ' 8 /" 8' /" ' 8 /" ' /" ' 8 /" 6' 0 /" PLN NOH 00 ONSULN LOGO SLS SO SH SSU: SSU O P PNPL N HG: POJ H: WN Y: SH L: OVLL LOO PLN N LS SH NO. HWLL VLLG L ULNG G OON OUNY, S NO. SPON Y SSU O P JP NK OVLL LOO PLN / = '0" 00 00

7 NO: (NSLL S SPONSL O NG O OS UN OSH O O OPL NO.) 00 L. ONN LO (NU) N O UNG. SN WN UNGS U ", NU L O. SN O H NLN O UNGS O WLL N K O L SHLL NO LSS HN ". G QU ON LS O O HN 0' O U UNOKN LNH O 0'. G O N NU O " OV OP O LNNG. G SHLL GN NU ' O U 8' OV S O L. (LOO) G SHLL NO LSS HN " N WH. G HOOP VL S SHLL LO U SPNG O 0^ OUN H UN O H G. S L HS SH O G LS. LSHNG POL " " LSHNG SL SHOWN N PLO VW L OPNG LSHNG PP WLL NL S SYS NON OONG SYS OO PLN GNL NOS:. O OO OP UNS ONO SHLL OON WH OWN SO H NN HS WO WKS NU NO O SNG O US PO O NSLLON O OO SYS WLK PS OUN UN SHLL NSLL S P O H OO SYS NSLLON.. NY HOZONL PP UNS ON OO SHLL SUPPO WH P POLYHYLN O PP SUPPOS H O WLK PS N SP NO G HN 6' 0" O... WLK PS SHLL SZ " G HN PP SUPPOS N LL ONS.. WLK PS SHLL PL O SS L N ONN O LL HV UNS...P.O. OO SYS O HV 0 Y WNY OO PLN KYNOS 60 L WH.P.O. OONG N OV " N. 0 G NSULON OV /" OV O N SUUL OO K SLOP OO /" P " S N. /8"x " 9" '" 9" 8" x 8" HU WLL SUPP WH OLLO H N OWNSPOU OV LOW SUPP 8" 8" PNSH L OPNG S LVONS O OLO OO SS L S LVONS O O NO //0 ::0 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV 0 0 /8"" / 9 / /. " /8"x " ' /'. 9 / /8" OO L G " = '0" S L. LOW 0 0 '6 /8" 9 / 0 ". NOS:. LSHNG SUPP SHLL S ON H OO SYS NUU ON LS. US H OS UN VSON O H SN SH L NUL S N SN O SUPP N ONUO H ONSUON. OO O H OVLOW SLO SHLL LGN WH H OO O H HUWLL OPNNG. GNY OVLOW SUPP L P SN H ON G. 0 ON. SLN OH SS LSHNG HNL P W. OVLOW SUPP L /" = '0" '0". 9 / /x " " / 6 /" ' /" 8" x 8" OVLOW SUPP ". POV SUY G OO L, PN O H JN WLL WP WLL NSHS GS O OPNNGS, YP. NO: L S ONPUL N Y NO PSN UL ONONS NOS:. LSHNG SUPP SHLL S ON H OO SYS NUU ON LS. US H OS UN VSON O H SN SH L NUL S N SN O SUPP N ONUO H ONSUON. OO O H OVLOW SLO SHLL LGN WH H OO O H HUWLL OPNNG. HUWLL SUPPS L P SN H ON G. ON. SLN OH SS LSHNG SOL JON HNL L. L O & OWNSPOU WH SHOWN ON LVONS; P W. 0 0 SL LSHNG L " = '0" OO SUPP L /" = '0"... J S LS N /0 O "H 8"W SUPP OPNNG SLOP /" P G 8 ZON O U'S O SUUL WGS O ONL SLOP /" P 8 6 SLOP /" P SLOP /" P 8 6'0" 6'0" WLK O L NOPY LOW P OO K SLOP /" P " N. S N PP KKS, O SU. WGS. OO PLN NOS " = '0" 9 J ONSULN LOGO SLS SO SH SSU: HWLL VLLG L ULNG G OON OUNY, S NO. SPON Y SSU O P 0.0. OWN ONS PN L O H JN WLL LN O OO POV SUY G OO O L J J J J J J J PLN NOH OWN ONS 0.0. PNPL N HG: POJ H: WN Y: SH L: OO PLN N OO LS JP NK SH NO PP SS L /" = '0" 00 0 OO PLN /8" = '0" 0

8 ' 0" ' 0" HH NOS N PLYWOO SHHNG O SGNG. POV JO O SGN POW, S LL 0' 0" 0' 0" 0' 0" 0' 0" 8' 0" HH NOS N PLYWOO SHHNG O SGNG POV JO O SGN 9' 0" S W S 9' 0" L W ' 0" L S ' 0" S S ' 0" S S ' 0" S S S HH NOS N PLYWOO SHHNG O SGNGPOV JO O SGN POW, S LL S S S 0' 0" S S S 0' 0" ' 0" 0' 0" 0' 0" 0' 0" 0' 0" S L ' 0" ' 0" 0' 0" L 0 0G 0H S NSH LOO 0' 0" ' " L ' " L 6' 8" ' " ' " S ' " S S ' 0" ' " ' " ' " ' 0" ' " ' " ' " S S ' 0" ' " ' /" ' " ' " ' 0" ' " ' " 9' ' " ' 0" ' " " ' " ' 0" " 9' ' " L ' " ' " ' /8" 6' /8" ONSULN LOGO S SOUH LVON / = '0" HH NOS N PLYWOO SHHNG O SGNG POV JO O SGN POW, S LL S S 9' 0" L ' 9' 0" 9' 0" S L S S 6' 0" 6' S 0' 0" Q S ' 0" S Q S Q S S S S 8' " Q ' 0" S S Q S ' 0" Q ' 8" S ' " S NONG SH N LOS O ' 0" ' 0" / 0' 8" NSULON O " 0' 0" 0' 0" 0Q S ' " ' " 0 S S NSH LOO 0' 0" ' 0" ' " " ' 0" 8' " " S ' 0" ' 0" ' /" 8' " S S ' " ' " ' /" ' 0" ' " ' " ' /" ' " ' /" ' /" / = '0" NSH LOO 0' 0" ' 0" ' " 8' " WH SSV ' " ' /" O SHHNG ' /" 00 ' ' KNG WLL SUU 00 SH SSU: " = '0" NO. SPON SSU O P Y S 6' L S P S S S L L ' 0" ' ' 0" S S Q. YP. S VL / = '0" 00 L SH N LOS O L ' /" S " WS LVON ' 0" ' 0" 6' 8" S LVON S " S 6' 8" L ' 0" 0' 8" 0' 0" ' 0" ' 0" L S NSH S S OON OUNY, S HWLL VLLG L ULNG G SO NVS WNNG LK N L K OL K "ULL NG WU" N K OL K "HOOL WU" NL S SYS SW 606 "KL G" NL S SYS SW "OK L" NL S SYS SW 0 "VN LY" NL S SYS SW 06 "NONYOUS" OPNG OLO O H P L NOPY LK SW "OK L" PPG UN U00 "NS LU" O SOON SYS WH HLLY OKN : KWN O PPOV QUVLN L NOZ OLO SON OL OUNY LGSON HO G SON OL OUNY LGSON SKYLN W S S S S L L P P S SLS O L LGN ' 0" L P 6' 0" L 6' S P ' " Q. Q P Q S Q 9' 0" Q 9' 0" 8' 8' /" 9' /" 9' /" ' /" S S S 0' 8" SONN, O L. WGS OUGH, O L. WGS. SSU O P H PUP, O L. WGS. PNPL N HG: POJ H: WN Y: JP NK SH L: 0J ' " //0 ::0 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV ' 0" S 0K 0L 0 0 0N 0O 0P S NSH LOO 0' 0" W ' /8" ' /8" ' " P LO N, O L. WGS. 6' 0" P W W P W S W P W S W ' /" 0' 0" 0' 0" 0' 0" 0' 0" ' 0" ' 0" NOH LVON / = '0" ' /" ' " 66' 8" O LVONS SH NO

9 PO OONG N, O SPS. KK, O SU. WGS G NSULON (0ci. N.), O OONG SP. NL WOOL NL WOOL L K, O SU. WGS. PO OONG N, O SPS. L K, O SU. WGS. O SU. K, O K, O L SU NG W/ 9 NSULON O SU. L SU NG W/ 9 NSULON ' 0" LUNU SOON WNOW SYS, O LVONS N SPS NSH LOO 0' 0" 0 60 NSH LOO 0' 0" 9' 0" ' 0 / ' / 8' 0 /" ' /" 0' 0" ' 0" 9' 9 /" ' /" ' 0" NL WOOL G NSULON (0ci. N.), O OONG SP. PO OONG N, O SPS. G NSULON (0ci. N.), O OONG SP. L K, O SU. WGS. 6' " S, O SPS. O SU. L SU NG W/ 9 NSULON 0' 0" ' 0" 6' 8" L SU NG, O SU. WGS. 0 6 LUNU SOON WNOW SYS, O LVONS N SPS. LUNU SOON WNOW SYS, O LVONS N SPS NSH LOO 0' 0" SH SSU: PNPL N HG: POJ H: WN Y: SH L: SH NO. 00 LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV SO HWLL VLLG L ULNG G OON OUNY, S SLS ONSULN LOGO WLL SON 00 0 /" = '0" WLL SON WLL SON 00 0 /" = '0" 00 0 /" = '0" NO. SPON Y SSU O P 0.0. OWN ONS OWN ONS 0.0. WLL SONS 0 JP NK //0 ::0 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt

10 NL WOOL PO OONG N, O SPS. ' /" G NSULON (0ci. N.), O OONG SP. L K, O SU. WGS. L K, O SU. WGS. K, O O SU. O SU. K, O L SU NG W/ 9 NSULON L SU NG W/ 9 NSULON 9' 9 /" ' 0" 0' 0" ' 0" ' 0" ' 0" 9' ' 9 /" ' /" ' /" PO OONG N, O SPS. NL WOOL PO OONG N, O SPS. G NSULON (0ci. N.), O OONG SP. S, O 0 6 0' 0" ' 0" 9' 0" ' " 8" ' 9 /" PO OONG N, O SPS. KK, O SU. WGS. K, O K, O L K, O SU. WGS. NL WOOL G NSULON (0ci. N.), O OONG SP. O SU. WGS. L SU NG W/ 9 NSULON LUNU SOON WNOW SYS, O LVONS N SPS. LUNU SOON WNOW SYS, O LVONS N SPS. LUNU SOON WNOW SYS, O LVONS N SPS NSH LOO 0' 0" NSH LOO 0' 0" NSH LOO 0' 0" SH SSU: PNPL N HG: POJ H: WN Y: SH L: SH NO. 00 LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV SO HWLL VLLG L ULNG G OON OUNY, S SLS ONSULN LOGO WLL SON WLL SON 6 WLL SON 00 /" = '0" 00 /" = '0" 00 /" = '0" NO. SPON Y SSU O P 0.0. OWN ONS OWN ONS 0.0. WLL SONS JP NK //0 ::0 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt

11 NL WOOL NSULON OONG N OV G NSULON (0ci N.) O SPONS L K, O SU. WGS. ' O SU. WGS S N ' " ' " " 0' " ' 0" S S LVON O LQU PPL W... ON /8" O SHHNG L K, O SU. WGS. O SU. WGS WLL SON, S LL WGS. L SU NG W/ 9 NSULON SLL LSHNG " N. ' 0" ' 0" ' 0" 6 NL WOOL LOKNG OONG N OV G NSULON (0ci N.) O SPONS L K, O SU. WGS. O SU. WGS S S LVON O OLO S N N LQU PPL W... ON /8" O SHHNG NL WOOL LOKNG OONG N OV G NSULON (0ci N.) O SPONS L NG, O SU. " N. " N. /8" ' 0" ' 0' /8" 8' 0" K, O SPONS 60 NSH LOO 0' 0" NSH LOO 0' 0" NSH LOO 0' 0" SH SSU: PNPL N HG: POJ H: WN Y: SH L: SH NO. 00 LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV SO HWLL VLLG L ULNG G OON OUNY, S SLS ONSULN LOGO WLL SON WLL SON YPL PLS SON 00 /" = '0" 00 /" = '0" 00 /" = '0" NO. SPON Y SSU O P 0.0. OWN ONS OWN ONS 0.0. WLL SONS JP NK //0 ::06 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt

12 SON VN, O NUU'S SPS PNSH L O LH " G NSULON /8". SHHNG W/ LQU PPL W... WOO LOKNG VL WH ON K L, YP. ON SWLK, SLOP WY O ULNG, O VL WGS. " N. L SU NG W/ 9 NSULON, O SU. WGS. UN OWN ON SL N OONG, O SU. WGS. " P SL NSULON, ON SL ON VPO ON GVL, YP NSH LOO 0' 0" NSH LOO 0' 0" PNSH PP P WH ONNUOUS L ON OH SS LYS O /8". G SHHNG UNUP OONG N OV. G SHHNG 8 /" 8 /" /" S POL LYS O /8". G SHHNG UNUP OONG N OV. G SHHNG N UN PNSH L OPNG S SHOWN / LY O /8". G SHHNG W/ LQU PPL W... ON L O.. N. ON OONG, O SU. WGS. S POL, O SPONS LY O /8". G SHHNG W/ LQU PPL W... ON L L SUS, O SU. WGS. " NL S SYS S SP ON /8". G SHHNG W/ LQU PPL W.. 8" " L SUS //0 ::08 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV 60 L PLS /" = '0" 60 SON VN, O NUU'S LH P W LOKNG L LSHNG P SON VN NUU'S QUNS ON SWLK, SLOP WY O ULNG, S VL WGS. ON K L GOU LL VO LOW G N. ON OONG; O SUUL WGS " U LOK " GP L SON VN WH GP S /" = '0" P W LOKNG L LSHNG P SON VN NUU'S ON SWLK, SLOP G WY O ULNG; O VL ON K L, YP. LL VY WH GOU LOW G, YP. " U LOK; SHO LS NSH, NGL W PLLN N. ON OONG; O SUUL WGS " N. K, O SPS NUU SON SLL L SLL LSHNG H OL ULU SON VN ON O SNG S LVONS O OLO. O SH O ON LH LH LQU PPL W " U HN SON VN " GP L SU NG W/ 9 NSULON UN OWN ON SL, O SU. WGS. " P SL NSULON, YP ON LOO ON VPO ON GVL, YP /8". G SHHNG ON L O.. UN NSULON 9; YP S S SHUL UN OWN ON SL, O SU. WGS. " P SL NSULON, YP ON SL ON VPO ON " GVL NSH LOO 0' 0" NSH NSH LOO 0' 0' 0" 60 S P 60 " 6 /8" 9 /" 0" /8" /" = '0" /" = '0" SH S NSSY N SL ULL P ON K L, YP. ON SWLK, SLOP WY O ULNG; O VL N. ON OONG; O SUUL 9. S K S P " " " PNSH L LYS O /8". G SHHNG UNUP OONG N OV. G SHHNG N UN PNSH L OPNG S SHOWN LY O /8". G SHHNG W/ LQU PPL W... ON L O.. L SUS, O SU. WGS. LUNU SOON SYS; SH S NSSY N SL ULL P OH SS SOON NG PN P NUU ONONS; YP. K O N SLN OH SS UN OWN ON SL; O SUUL WGS. " P SL NSULON, YP. ON SL ON VPO ON GVL, YP NSH LOO 0' 0" 0 60 S P " 9 /" 6 /8" " /" = '0" /" = '0" 9. S, O SP. S P 8" " " " NL S SYS S SP ON /8". G SHHNG W/ LQU PPL W... " 6 /8" 9 /" 0" /8" S POL, O SPS " " " PNSH L LYS O /8". G SHHNG UNUP OONG N OV. G SHHNG N UN PNSH L OPNG S SHOWN LY O /8". G SHHNG W/ LQU PPL W... ON L O.. L SUS NL WOOL LOKNG PNSH L LYS O /8". G SHHNG UNUP OONG N OV. G SHHNG N UN PNSH L OPNG S SHOWN LY O /8". G SHHNG W/ LQU PPL W... ON L O.. L SUS ONSULN LOGO SLS SO SH SSU: OWN ONS 0.0. PNPL N HG: POJ H: WN Y: SH L: LS HWLL VLLG L ULNG G OON OUNY, S NO. SPON Y SSU O P 0.0. OWN ONS JP NK O " NL S SYS S SP ON /8". G SHHNG W/ LQU PPL W L SON VN S /" = '0" 0 60 L SOON SLL /" = '0" S P 0 60 /" = '0" SH NO

13 PNSH L OPNG LYS O /8". G SHHNG 8 /" /" / UNUP OONG N OV. G SHHNG N UN PNSH L OPNG S SHOWN 8 /" S LYS O /8". G SHHNG W/ LQU PPL W... ON L O.. 8" SON VN, O NUU'S SPS. L SUS, O SU. WGS. LH " G NSULON //0 ::09 P :\0_PS_evit_0_Local\00 Hartwell Village ULNG G_adiehl.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV 0 6 L WNNG /" = '0" S, O POV LOKNG S QU P WNNG NUU'S WGS.; S LVONS WH SUNSH S OUN ON S, POV UNG SLV L W/ WSHS O NG SSLY O S /8". G SHHNG W/ LQU PPL W... L SU NG W/ 9 NSULON LUNU SOON WNOW SYS, O LVONS N SPS. 6 NOPY G YON /". O L K LUNU GU, POV S SUPPS LUNU S HNNL NG SUPP LUNU HNNL LUNU SO PNL, PN O H NOPY O NOPY WH NGL GU, S LVONS /" = '0" S P 6 6 /" = '0" NOPY L K POV LOKNG S QU P WNNG NUU'S WGS.; S LVONS WH SUNSH S OUN ON K, O NUU'S WGS O NSLLON. L SU, S SUUL WGS 9 NSULON WLL YON SOON WNOW SYS POV LOKNG S QU P WNNG NUU'S WGS.; S LVONS WH SUNSH S OUN ON K, O NUU'S WGS O NSLLON. ONSULN LOGO SLS SO SH SSU: HWLL VLLG L ULNG G OON OUNY, S NO. SPON Y SSU O P NOPY G YON NOPY G /". O L K LUNU GU, POV S SUPPS LUNU S HNNL NG SUPP NOPY LGH 0' 0" /". O L LUNU GU, POV S SUPPS LUNU S HNNL NG NOPY LGH 0' 0" SSU O P PNPL N HG: POJ H: WN Y: SH L: LS JP NK O LUNU HNNL LUNU SO PNL, PN O H NOPY O NOPY WH NGL GU, S LVONS S P L SU, S SUUL SOON WNOW SYS LUNU LUNU SO PNL, PN O H NOPY O NOPY WH NGL GU, S LVONS L SU, S SUUL WGS 9 NSULON WLL YON SOON WNOW SYS SH NO L L NOPY /" = '0" 0 6 NOPY L SO ON /" = '0" 6

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POSNSLL NHOS SHLL ONLY US WHN SP ON WNGS, UNLSS PPOV OHWS N WNG Y H NGN O O. HOLS SHLL PP N NHOS SHLL NSLL OLLOWNG H NUU'S NSLLON NSUONS. UNLSS SP OH WS, NHOS SHLL NU O 8 S H. U.N.O., YL S HSVS SHLL US WHN S L PUS OP LOW 0 N U POY S HSVS P O US N OVSZ HOLS. HSV NHOS: PL POUS N NUU :. HL HHY 00 HSV NHONG SYS. SPSON SONG SP HSV NHONG SYS. PON S HSV NHONG SYS SUUL SL. SULS: SHOP WNGS.. OPLY WH S 60 "SPON O SUUL SL ULNGS," S'S "SPON O SUUL JONS USNG S O 90 OLS," N WS. "SUUL WLNG OSL.". SUULSL W LNG SHPS: S 99, G 0. OH SHPS, PLS, N S: S 6, ON SL.. OLO SUULSL UNG: S 00, G.. SL PP: S, YP, G. 6. NHO OS, OLS, NUS: S, G 6, UNH OS (U.N.O.). OLS, NUS, N WSHS: S, YP, HGHSNGH HVY H SL SUUL OLS, HVY H ONSL NUS, N HN ONSL WSHS, UNO. 8. WLS: 0 P WS. 9. P: L N HO, NONSPHL, USNHNG P. 0. GOU: S 0, NONLL, SHNKG SSN, P.. SUUL SL ONG O S SPONS N OLN LS O S'S "O O SN P O SL ULNGS N GS" O SUUL SL.. SHOP PNG: PP SUS ONG O SSPSP O SSPSP. SHOP P SL O Y L HKNSS O LS.0 LS. O NO P SUS O N ON O O O O L WL.. SUUL SL ONG O S SPONS N WHN ON OLNS O S'S "O O SN P O SL ULNGS N GS.". S S N NG PLS ON WGS, SHS, O SNG NUS. GHN NHO OLS, U O WGS O SHS LUSH WH G O PL, N PK GOU SOLLY WN NG SUS N PLS.. OL ONNONS: SNUG GHN HGHSNGH OLS ONG O S'S "SPON O SUUL JONS USNG S O 90 OLS." 6. UNLSS SPLLY NO, LL OL ONNONS SHLL NONSLP L USNG /" N OLS WH HS NLU N H SH PLN. LL ONNONS SHLL O L 0, O L 0, S SL ONSUON NUL, UNLSS NO. ONNONS SHLL VLOP LS ONHL O H U OL UNO LO PY UL N H NUL O H GVN SHP N SPN O H. S NU, LL SH ONNONS SHLL ONN LS H NU O OWS O /" N OLS ( " PH) S N N LP NGL O ONHL H SN N LNGH.. LL K GS SHLL HV ONNUOUS SUPPO. POV Lxx/ ONNUOUS SUPPO NGL UNLSS NO OHWS. WL NGL O H SUPPO O JOS WH /8" x " LL WLS, U.N.O. SL JOSS. SULS: SHOP WNGS.. OPLY WH ONONS O SJ'S "SN SPONS LO LS N WGH LS O SL JOSS N JOS GS" N WS. "SUUL WLNG OSL", N WH OSH GULON 9, SUP.. OLS, NUS, N WSHS: S, YP.. P: NUU'S SN SHOP P.. NUU JOSS ONG O SJ'S SPONS WH SL NGL OP N OO HO S. 6. POV GNG NHOS N HOZONL O GONL GNG.. SHOP PNG: PP SUS ONG O SSPSP O SSPSP. SHOP P SL JOSS O Y L HKNSS LS L. 8. NSLL JOSS N SSOS PLU, SQU, N U O LN; SULY SN O SUPPONG ONSUON ONG O SJ'S SPONS N OSH GULONS. 9. L WL JOSS O SUPPONG SL WOK N SL NG PLS S N ON SUUL WNGS, U N NO S LSS HN H QU Y SJ SPONS. POV OL ONNONS N JOSS N SUPPO SL, WH QU Y OSH GULONS. 0. NSLL N ONN GNG ONUNLY WH JOS ON O ONSUON LOS PPL. NHO NS O GNG LNS OP N OO HOS WH NNG WLLS O S.. POV JOS NON N LL LOONS WH ONN LO G HN 0 POUNS S PPL O JOS WN PNL PONS. O NO PPLY G HN 00 POUNS OL ONN LOS O NY SNGL JOS UNLSS NO OHWS ON WNGS. S L H/S000. JOS O O SGN OO JOSS O N LLOWL UPL O 0 PS. ONL GNG S QU, SHLL LLY NO ON H ON WNGS. SL K. SULS: SHOP WNGS.. OPLY WH SL K NSU (S) SGN NUL, LS ON, N N WLNG SOY (WS). SUUL WLNG O/SH L.. Y H LL WLS HV SSOLY PSS WS QULON SS O H WLNG POSSS NVOLV N H LL ONS UN.. H K NUU SHLL UNSH G N VLLY PLS, SUP PNS, NSH SPS, OV PLS, N LOSUS N NONG HNNLS S QU O POV NSH SU O PPLON O OONG; N POU SOPS, G LLS N K LOSUS S QU Y H SL K NSU. HNL SNS O WLS PL O SSOY HNS. OO K. SL OO K SHLL W (YP ), /" N PH WH SGN HKNSS O 0 GG. 6. SH SL O P PN OO K N/O SSOS SHLL ONO O S 6 WH NU YL SNGH O KS.. NHO K UNS, WH /8" PUL WLS, O.. O NO SL SUPPONG S N O.. OUN P GS U.N.O. SN S LPS O K UNS WH NU O () #0 SLP SWS WN LL SUPPOS U.N.O. OLO L NG. LL VONS O H OUNS US PPOV Y H H/NGN. QUVLN YP LGH GG L NG WLL NO P.. WLNG SHLL OPLY WH WS., "SUUL WLNG OSL," N WS., "SUUL WLNG OSH SL." LL WLS SHLL WS O WL LGH GG LS N H ON SHLL UN.. LL SUUL SUS N JOSS SHLL O O OOSON SSN SL NG H QUNS O S 6SQ G, WH NU YL SNGH O,000 PS (U.N.O.). LL SUUL K N GNG SHLL O O OOSON SSN SL NG H QUNS O S6SQ G, WH NU YL SNGH O,000 PS (U.N.O.). LL UNN K O HV NU /" LNGS. 6. LL SLP K O 6 W/ NU " LNGS.. SL HKNSS O LL NG O S OLLOWS: GUG: 0.0" (SGN), 0.0 (NU) 6 GUG: 0.06 (SGN), 0.08" (NU) 8 GUG: 0.0" (SGN), 0.08" (NU) 0 GUG: 0.0 (SGN), 0.09" (NU) 8. O LL SW ONNONS, US #0 6 SW Y W UL O QUL UNLSS NO OHWS. 9. LL POW VN SNS O 0." (HL O QUL). N. PNON = /" (ON), ULL PNON (SL). N. SPNG = " (ON), " (SL) N. G SN = " (ON), /" (SL) 0. LL WL OS O 60 NU. ON. LLY LO SUS SHLL NSLL N NN H WLL NSU H H NS O H SUS POSON GNS H NS K W PO O HN.. NSULON WLL POV QUL O H SP LSWH N LL OUL J SUS N OUL HS NO SSL O NSULON ONOS.. OPONNS SHLL SN WH SL LLNG SWS O WLNG. SWS O WLS SHLL O O SZ O NSU POP ONNON.. LL WLS SHLL PN WH ZN H PN. ON O OL O OPONNS (SUS) 6. KS SHLL SULY NHO O H SUPPONG SUU S SHOWN ON PLNS.. OPL, UNO N LVL NG SUPPO SHLL POV O H OO K. 8. UNG PS O K SHLL SULY NHO O OON LN, U WL O SPL OGH. 9. SUS SHLL PLU, LGN N SULY H O LNGS O OH UPP N LOW KS. 0. GONL NG SHLL POV S N ON H PLNS O SLY N LL LO SSN ON SH WLLS.. SSN O NO S NNG N OON SHLL POV Y GYPSU O N GYPSU SHHNG, HOZONL SP O OLOLL HNNL NG P NUU'S ONONS.. SPLS N LLY LO SUS SHLL NO P. SGN LO his analysis is made utilizing the nternational uilding ode, 0 edition. OO SGN LOS ead Load Live Load otal Load Net Uplift (llowable) SNOW LOS Ground Snow Load, Pg 0 psf xposure actor, e.0 hermal actor, t.0 mportance actor, s.0 ain on Snow Surcharge psf lat oof Snow Load psf + ain on Snow in. Snow Load for Low Slope oof, Pm 0 psf WN LOS PH O (600 = 6.00") YP O (S:"" ; : K) ONO NO: QUVLN YP L. G. L NG WLL NO P. asic Wind Speed ( Second Gust), VUL mph xposure ategory nternal Pressure oefficient ±0.8 isk ategory Height & xposure djustment, λ.9 Wind irectionality actor, Kd 0.8 opographic actor, Kzt psf 6.0 psf 9. psf SS LOS mportance actor, isk ategory Site lass Ss S Sds Sd esign ategory asic System esisting System ase Shear s nalysis Procedure GNL SU NG NOON ZON ZON ZON 600S6 SNGH LVL WN PSSUS OPONNS N LNG 8. psf.9 psf OO ( = 00 S). psf WLL ( = 0 S) LNG WH (6 =.6 N) * 6G NU L (N LS: HKNSS = 6G) * 8G 6.0 psf 9. psf 0G 0 psf 0 psf/educible 0 psf 0 psf ZON ZON. psf 8. psf g 0.06 g 0.9 g 0.6 g Other Steel Systems Not Specifically etailed or Seismic esistance 6K quivalent Lateral orce S000 S000 OO K G S000 NLL SU H S S PLN NOS: K NLL SU ON JOS /6 Lxx/ #06 " O.. U.N.O. L6x6x/6 YP JOS SON. S HUL, HNL & HV WNGS O OO OPNNG SZS & LOONS.. S HUL WNGS O LS O UNG & SLLNOUS SL.. LL OO OPNNG SZS & LOONS SHLL V W/ HNL ONO.. HNL ONO O POV HN O QUPN O SUU P PPLL O. PPL SU (6) #0 SWS PL6 GG x 6x6 (H S) KNG SUS S SHUL JK SUS S SHUL PPL SU () P'S J S K () 0."Ø P'S O.. S L /S00 YP. SUS NO: POV SUPPO NG O OO OPNNGS "x" N LG JOS JOS SPNG OPN SOL LOKNG: LO LOKNG H N O WLL, JN O OPNNGS, N 0'0". O K: WH LOKNG L HKNSS LLOWS, NOH N N LNGS 90 G. O NHO O VLS W/ LP NGLS. #8 W H SW H SU /"x GUG L SPS (H S), LP SLPL SPS " N. NO: POV GNG 8" VL U SPNG YPL K S NG PLN PLN (WLL GNG) SU P, " LONG W/ () # LG &. S O SPL YPL U SUPPO & OO OPNNG NG PL /x " N " LGS S NO O LG LGS L S000 H SSLY L N..S SU WLL ON L N..S YP. L N..S / L N..S OO K PL /x /x0'" N " LGS S NO O LG LGS NO: LG LGS US SPL PL H S " SLL HN LG NSONS S000 S000 JOS OLUN S PLN GNG L N..S /8 / HSS YP YP OLUN YPL K K SPL L N..S K S000 OL /" L /" P PL L N..S OL VS LP NGL, /" LSS HN SU WH. H W/ () SWS S SHOWN. NO: POV GNG 8" VL U SPNG S000 YP. WLL GNG (LN) " N. G SN /8 YPL SU () L /x /x/6 ULLY WL O JOS O PVN NOHNG LOON O LO / / Lxx/8x0'" OP & OO / S000 H S000 J S S009 YP. OLOLL HNNL. HOZONL GNG O SP S Q'. Y SGN. L. GNG L N..S POV NONG L'S SHOWN O:. LO ON JOS OP HO OV 00 lbs.. LO ON JOS OO HO OV 0 lbs.. LO NO PNL PON. OL PL O OL / POS S H N. # SW H LG H SU LOON O LO O OO OUN QUPN OUL WLL H N O NOPY 600S / /" P PL " JOS S PLN OL () 0." POW U SS H SU N. /" 600 S K K O SL ONNON L N..S L N..S L N..S S000 L N..S POV PL x6x0'8" LSV N ON OLUN S Q'. S SUUL NOS O P ONNON K NGL ON. / OLUN S PLN L K NGL O PL ONSULN LOGO SLS SO SH SSU: SSU O P PNPL N HG: POJ NGN: WN Y: SH L: GNL NOS & SGN SH NO. HWLL VLLG J. NHO H etail G S SN, S NO. SPON Y SSU O P LGY LGY 00

16 .. ' /" 0' 8' 6 /8" 8' 6 /8" //0 :6:08 P :\evit Local iles\0\60.0 Outparcel etail G _cb.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV ' /" ' /" ' /" " 9" 8' /" ' " 6' 6 /" ' " ' 6 /8" ' 9 /8" 9" " S00 S00 0 L.' " OS 0 L.' " 6 L.' " OS S00 0 L.' " S00 S00 0 L.' " 0 L.' " 0 L.' " OS HSS/ HSS/ HSS/ HSS/ HSS/ HSS/ HSS/ HSS/ HSS/ POS 8 L.' " S00 UU 6 L.' " HSS/ HSS/ POS UU HSS/6 POS S00 HSS/ HSS/6 HSS/6 POS HSS/ 6 L.' " 0 L.' 0" HSS/6 POS L.' " L.' " L.' " L.' " S00 UU 6 S00 UU S00 UU HSS/6 POS S00 UU HSS/ POS 0 L.' " 8 L.' " 6 L.' " " ON. SL W/ 6x6x W.xW. WW OV 0 L VPO OV PPOV SUG " ' /" ' 8" ' 0" 8' 0" ' ' ' 0" ' 0" ' 0" ' ' ' 0" ' 0" ' 0" ' ' 0' /" ' " 0' /" ' /" " ' /" 0' 0" 0' 0" ' /" 6' /" OUNON PLN S00 OS OS SJ HSS x 0 L. '0" / = '0" LGN PY G O SL. S SONS & LS O ONL NOON O SU SWN JON S /S00 OLUN SGNON OONG SZ S SHUL OP O OONG LVON NG S PLN N S00 POV () #x' OP O SL LL NN ONS & SONNOUS SL JONS ' 0" ' 0" OONG SHUL NSH LOO LV. +0'0" () ype ark Length Width hickness einforcing nchorage 0 ' 0" ' 0" ' " ()#.W. S L /S00 6 ' ' ' " ()#.W. S L /S00 0 ' 0" ' 0" ' " ()#.W. S L /S00 6 ' ' ' 0" ()#.W. & S L /S00 8 ' 8' 0" ' " #@ " O...W. & S L /S00 0 ' 0" ' 0" ' 0" (0)#.W. & S L /S00 S S00 N OONG S Q' O PK UP VN /S00 (S) UU HSS/ HSS/6 HSS/ POS HSS/ S00 ' 0" ' 0" 0 L.' 0" HSS/6 POS UU 0 L.' " SL LVOU S QU O UU " ON. SL. OON UU SL QUNS W/ NN (S NO.) HSS/6 POS UU HSS/6 POS 0 L.' " 8 L.' " 6 L.' " UU HSS/ HSS/6 ' 0" ' 0" HSS/6 POS HSS/ 0 L.' 0" HSS/ POS UU S00 6 L.' " HSS/ HSS/ 6 L.' " 6 L.' " UU S00 HSS/ S S00 HSS/ POS 8 L.' " HSS/ HSS/ HSS/ HSS/ HSS/ POS HSS/ OS HSS/ HSS/ 6 L.' ".9 S00 S00 S00 6 L.' " S00 6 L.' " 6 L.' " 6 L.' " S00 6 L.' " 6 L.' " S. OPP. ONSULN LOGO SLS SO SH SSU: HWLL VLLG J. NHO H etail G 60.0 SN, S NO. SPON Y SSU O P LGY 0.0. OWN ONS LGY OWN ONS 0.0. ONO NO:. OUNON/SL SGN S S ON NOON PV N H PO O PLNY GOHNL PLOON POU Y UNNLLLONS NGNNG, N. (L JO NO. J90). NL PO WS NO POV O G O HS SUL. NY NL PO O GOHNL PLOON SHLL POV O O O VW PO O ONSUON.. GNL ONO O OON N O SL LV OU W/ NVUL NNS. NO QU, SL SHLL POU S N ON PLN PNPL N HG: POJ NGN: WN Y: SH L: LGY OUNON PLN SH NO. 00 S00

17 .. ' /" 0' 8' 6 /8" 8' 6 /8" //0 :6:09 P :\evit Local iles\0\60.0 Outparcel etail G _cb.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV ' /" ' /" ' /" " 9" 8' /" ' " 6' 6 /" ' " ' 6 /8" ' 9 /8" 9" " OS +' 9/ +' 9/" S00 S00 S00 +8' /8" HSS6/8 LSV (OS= +' /") HSS86/ LSV (OS= +0' /") S0 +8' /" OS W6 (+ /") OS " " 9.K.6K S S00 W6.K.8K HSS6/8 LSV (OS= +' /") HSS86/ LSV (OS= +0' /") S0 H S00 6G 8N.8K 6G N.8K 6G N.8K 6G N.8K H H H H H H H 6G 6N.K 6G N.K 6G N.K 6G N.K 6G 8N K 6G N K 6G N K 6G N K ' 6 /" (8) Q SPS HSS86/ LSV (OS= +0' /") HSS86/ LSV (OS= +0' /") HSS86/ LSV (OS= +0' /") HSS86/ LSV (OS= +0' /") HSS86/ LSV (OS= +0' /") 0' 0" () Q SPS ' /" ' 8" ' 0" 8' 0" ' ' ' 0" ' 0" ' 0" ' ' ' 0" ' 0" ' 0" ' ' ' 8" ' /" ' /" 0' 0" 0' 0" ' /" 6' /" OO NG PLN S0 OS / = '0" OS LGN OO O SL O SU S0 L OPNNG SZ 6 S00 K LNL SHUL SL NGL SZ NU NG LNGH POV LOOS OPNNGS W/ K OV, S SHUL HS SH (YP.) O ONNON O WN POS O OO S L /S000 S0 YP U's UP O 00 LS (NLUNG U) Y PL NYWH WN OLUN LNS & N LGHLY SH GON. ULPL UNS US SP () JOS Y L N SUPPO Y SP JOS. S LS G/S000 & H/S000 O U's & OO OPNNGS. O ONNON O O WN POS S L K/S00 S0 L SU O H SHUL O O WLL OPNNGS O H SZ NO. O JK SUS H N U.N.O. 9 S00 NO. O KNG SUS H N U.N.O. S00 NOPY Y OHS S H 0 S00 0' 0" () Q SPS S0 S00 8 S00 HSS6/8 LSV (OS= +' /") HSS86/ LSV (OS= +0' /") () Q SPS W6 0.8K 6' 6 /" " S00 S0.K K K OS W6 (+ /") " JOS NUU O POV UPL GNG S QU O OO JOS NOS O ONL NOON HSS6/8 LSV (OS= +' /") L /x /x/6 WL HOZONL GNG YPL WH SHOWN H PHG W/ (8) #0 SLP PNL GS N SH GON, YP.. N S0 HSS86/ LSV (OS= +0' /") S00 S. OPP. ONSULN LOGO SLS SO SH SSU: HWLL VLLG J. NHO H etail G 60.0 SN, S NO. SPON Y SSU O P LGY 0.0. OWN ONS LGY H 6 OS +xx'xx" L SU O H S SHUL HS SH 6 x 8. x 0. OP O SL KONL PNL PON LO SL "" NG S Y LVONS JOS NG LVON S PLN <6'0" L /x /x/ <8'0" Lx /x/ (LLV) <0'0" L6x /x/8 (LLV) 8" NOS:. HO P GLVNZ LL LNLS N O WLLS.. POV () NGL O H " O WLL WH N ULWYH K WLLS.. O NO PL VL ONOL JONS OV O WHN " O H S O OPNNGS.. POV OLL LNLS H K LOONS SHOWN ON HUL LVONS. H () 600S6 W/ () () 600 (&) NOS. POV OP N OO K O O O W/ S GG S H.. S L /S000 O H SUPPO N ONNON. 600S6 # O.. (YP.) H OWN ONS 0.0. PNPL N HG: POJ NGN: WN Y: SH L: OO NG PLN LGY SH NO. 00 S0

18 ... ' 6 /8" ' /" 8' 6 /8" /SL LV. +' / W.P. W6 (+ /") W.P. /SL LV. +8' /" /SL LV. +' 9 / W.P. W6 W.P. /SL LV. +' 9 / W.P. W6 W.P. ±K HSS66/8 ±K HSS66/6 ±K HSS66/6 //0 :6:0 P :\evit Local iles\0\60.0 Outparcel etail G _cb.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV N. L. LV. +0' 0" / G S PLN /" P PL S00 W.P. W.P. HSS/ HSS66/8 NO: OS O L SGN OS Y LVON S00 /" = '0" S00 " N. ±K OP LNG S QU " N " N. " N. SH ONNON L SL: /" = '0" HSS/ W.P. S PL, S /S. O SZ & NHOG S00 " NONSHNK S00 GOU W.P. N. L. LV. +0' 0" / G S PLN " N. " N W.P. " N. SH ONNON L SL: /" = '0" HSS/ ON OL S QU HSS66/6 ±K NO: OS O L SGN OS Y LVON S00 /" = '0" S00 GUSS PL ON OL S Q' HSS/ W.P., S SH. O SZ "POS S" LL SLO N GN SOOH SH ONNON L SL: /" = '0" N. L. LV. +0' 0" / G S PLN W.P. HSS/ HSS66/6 ±K NO: OS O L SGN OS Y LVON S00 /" = '0" HSS/ W.P. ONSULN LOGO SLS SO SH SSU: PNPL N HG: POJ NGN: WN Y: SH L: HWLL VLLG J. NHO H etail G SSU O P Y LVONS SN, S NO. SPON Y SSU O P LGY LGY SH NO. 00 S00

19 OL OL " ' 9" ' 9" UN OWN S PLN UU SL S PLN VN S H O.. OS UN OWN S PLN UU SL S PLN OL VN S H L SU YON " ' 9" " U S H OLUN S PLN //0 :6: P :\evit Local iles\0\60.0 Outparcel etail G _cb.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV /" PNSON JON L. SL JON W/ LL W POO LL /G O PVNG (S VL WNGS) ' 0" ' " " U S H " U GOU SOL LOW G /OONG S PLN /" PNSON JON L. SL JON W/ LL W POO LL /G O PVNG (S VL WNGS) L SU # x & ' 0" UNOWN LN YON ONNU UNOWN NON PLS S /S00 O NON NOON /" PNSON JON L. SL JON W/ LL W POO LL POV N " ON OV O SL /G O PVNG (S VL WNGS) /OONG S PLN SOON YON SLOP ' 0" " L SLOP # ON. & " L SON S00 " L /" = '0" /OONG S PLN SLOP " L SON S00 /" = '0" OL " S PLN " L OS/OS " N " L VS S H ' 9" OLUN S PLN ' 0" ON. G. ' 0" S " ' 0" OL ON. 600 W/ () O.. O SL S OUNON PLN O SL NOON W.W.. S PLN P NSULON S H # OWL W/ " " O.. () # ON. W/ " O.. S H ' 9" UN OWN S PLN OS " ' 0" /S00 S OUNON PLN O SL NOON W.W.. S PLN UU SL S PLN S /S00 & /S00O S PL N NHO OL /" PNSON JON L. SL JON W/ LL W POO LL OP KLL UN OWN S PLN 600S6 '0" O.. VLLY () # SU ONNON, YP. /" O.. L OP KLL P NSULON S H /" S OUNON PLN O SL NOON W.W.. S PLN # OWL W/ " " O.. # x VS " PLS POV OWLS S SHOWN N L /S00 L UU SL S PLN ON. 600 W/ () O.. O SL P NSULON S H UU SL S PLN S OP KLL # x VS " PLS POV OWLS S SHOWN N L /S00 UU SL S PLN S H N L LV S PLN H /" N L LV S PLN POV OWLS S SHOWN N L /S00 L UU SL S PLN S H N L LV S PLN O PLN O SL NOON /"Øx SOOH O.. (O OWLS WHN '0" O NSVS SWN JON WW OP H ON SL /" PNSON JON L. SL JON W/ LL W POO LL /G O PVNG (S VL WNGS) ' 0" /OONG S PLN SOON S H # ON. & YPL ONSUON JON SW U " L SON S00 /" = '0" SLOP " L S ' 0" " ' 0" ' 0" ON. G. /" PNSON JON L. SL JON W/ LL W POO LL / x /G O PVNG (S VL WNGS) SW U 600S6 '0" O.. VLLY () # SU ONNON, YP. /OONG S PLN O.. SLOP # x & ' 0" " L SON S00 POV PLS SLV O O WH GS VPO /" = '0" VPO O PLN O SL NOON OS/OS " L UN OWN S PLN S OUNON PLN O SL NOON W.W.. S PLN UU SL S PLN OP KLL P NSULON S H # OWL W/ " " O.. () # ON. W/ " O.. OL POV OWLS S SHOWN N L /S00 /" S H ' 9" OS S PLN UU SL S PLN L O OONG SZ N NON OL /6 /" /" S H UN OWN S PLN L SU YON OLUN S PLN N L LV S PLN UU SL S PLN S /S00 O S PL N NHO OL /" PNSON JON L. SL JON W/ LL W POO LL OL /" /" S OUNON PLN O SL NOON S PL O HSSx OLUNS /" OP KLL P NSULON S H /Ø HOLS O /"Ø NHO OLS HSS OLUN /" S PL POV OWLS S SHOWN N L /S00 L UU SL S PLN S K WL H N L LV S PLN /8 S PL " GOU NHO OL " U GOU SOL LOW G /" PNSON JON L. SL JON W/ LL W POO LL POV N " ON OV O SL /G O PVNG (S VL WNGS) SLOP /OONG S PLN " 9" " ' 0" YPL /" Ø NHO OL " L /OUNON HVY H H NU " L SON S00 /" = '0" S PLN O OONG SZ N NONG /" PNSON JON L. SL JON W/ LL WPOO LL S OUNON/SL PLN O SL HKNSS & NONG POV " ON OV O SL " L " L /6 OL S /S00 O S PL N NHO OL /" PNSON JON L. SL JON W/ LL W POO LL 8" 8" /6 S OUNON PLN O SL NOON 6 SON S00 /" = '0" OP KLL P NSULON S H () # ON. W/ " O.. " " /" L POV OWLS S SHOWN N L /S00 UU SL S PLN S OLUN & OONG YPL NO OLUN OONG OL 8" 8" " " H N L LV S PLN S NG & OUNON PLNS O OLUN SZ S /S00 O S PLS & NHO OL L " GOU PL /xx0'" PL WSHS W/ / Ø HOLS HSS OLUN " S PL S PL O HSSx YS () /Ø HOLS O /"Ø NHO OLS K WL /" / OONG S PLN S S OUNON PLN & OONG SHUL O SZ & NONG /8 S PL " GOU PLN NHO OL N. L. L. S PLN ' " " YPL /" Ø NHO OL /OUNON HVY H H NU ONSULN LOGO SLS SO SH SSU: SSU O P PNPL N HG: POJ NGN: WN Y: SH L: HWLL VLLG J. NHO H etail G SONS N LS 60.0 SN, S NO. SPON Y SSU O P LGY LGY SON S00 /" = '0" O OONG SZ N NONG S00 OP H SON /" = '0" YPL SWN JON S00 SON /" = '0" S00 SON /" = '0" SH NO. S00 00

20 O OPNG LS S H / PP S H OS OL " O OPNG LS S H / PP S H OS OL " O.. S H. O OPNG L / PP S H OS OL " O.. O.. (6) # SU ONNON, YP (6) # SU ONNON, YP OL (6) # SU ONNON, YP / SU +'0" / SU +'0" //0 :6: P :\evit Local iles\0\60.0 Outparcel etail G _cb.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV PL O OL OL JOS NS OLUN LN W/ () /"Ø H.S. OLS () /x" " GG /6 S H O OPNG / PP S H OLUN S PLN O NO WL VN S H. () # SU ONNON (YP.) '0" O.. VLLY S PLN " " " YP. /" YP. " SON S00 JOS NG /" = '0" SON S00 /" = '0" / /" GUSS PL () H O OLUN /6 YP. YP. JOS G (YP.) /Ø HOL P OSH SON 96. YP. PL /"xx0' (YP.) OS OL " 9" /" L OL 600 ON. O.. SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL K NG VS SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL Lxx/6 ON. JOS G S PLN /8 /8 VN S H OO K S PLN & NOS O HN JOS JOS JOS S PLN /" L " / SU +'0" Lxx/6 ON. /8 JOS S PLN O... W/ H PONS SON S00 /SU S H. /" = '0" S L /S000 O /OLUN ONNON JOS NG S PLN OL 9" /" L " SU YON /6 Lxx/6 ON. /8 L6x6x/6 ON. YP. SN SLP SL60068 W/ () # SWS O KK N () P...'s O SL NGL H KK /6 ON. S PLN 8" O.. S PLN OO K S PLN & NOS O HN /8 JOS S H. O OPNG L / PP S H 600 ON SN VLP SL600 W/ () # SWS O SU N () P..'s O NGL JOS NG S PLN VN S H 6 SON S00 YP. H JOS /" = '0" L K OL " 9" K NG VS VN S H SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL PL /8xxON S PLN POV L SU W SN VLP SL600 W/ () # SWS O SU & () P...'S O LNG O.. L G /" L JOS NG S PLN O.. Lxx/6 ON /8 /8 JOS G S PLN OL ONNON JOS ON OLUN LN YP /" L SON S00 P PL " /" = '0" JOS JOS G S PLN " JOS L /8" YP. PL O JOS /6 O... W/ H PONS Lxx/6 ON. () / PONS O /"x"x0'" WL PL (YP.) /6 /8 JOS S PLN L OO K S NOS OL /8 / WL PL O /6 JOS S PLN /6 / L6x6x/6 ON. YP. SN SLP SL60068 W/ () # SWS O KK N () P...'s O SL NGL H KK /6 ON. S PLN 8" O.. S PLN SU YON / SU S H S L /S000 O /OLUN ONNON OO K S NOS O HN JOS G LV S PLN OLUN S PLN SON S00 /" = '0" () 9/x" SLOS O /" OLS () /Øx" " GG WH () /"Ø OLS OL 9" /" L OL. /8" /8" " VN S H SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL /8 K NG VS S PLN POV L SU W SN VLP SL600 W/ () # SWS O SU & () P...'S O LNG JOS G PL /"xx'0" PL /"x O.. O NGL S SONS /8 " P PL ()/" GUSS PL OL JOS ON OLUN LNS / SON S00 YP H JOS /" = '0" L K Lxx/6 ON. () / PONS O /"x"x0'" WL PL (YP.) /6 /6 O... W/ H PONS () 9/Ø " GG / JOS S PLN WL PL O O NO WL " YP " N / YP OL /8" /8" VW /6 L6x6x/6 ON. YP. SN SLP SL60068 W/ () # SWS O KK N () P...'s O SL NGL H KK Lxx/ ON. /6 /6 ON. S PLN /8 P PL " OO K S NOS O HN OL JOS ON OLUN LNS ()/Ø x " " GG O NO WL " N ONSULN LOGO SLS SO SH SSU: HWLL VLLG J. NHO H etail G SN, S NO. SPON Y SSU O P LGY /6 " P PL () /" GUSS PL JOS S PLN () /Øx" " GG /6 " N. S PLN " YP. " N. P PL "" /6 L K S NOS OL /8 YP. SSU O P OLUN S PLN JOS G O NO WL " /6 PNPL N HG: POJ NGN: WN Y: LGY " PL /x6x0' PL /x0' /6 /Ø HOL P OSH SON 96. (YP) SON /"xx0' JOS SLZ PL WH /Ø HOLS P OSH OLUNS) /" YP. " O NO WL (YP.) /Ø HOL P OSH SON 96. (YP) PL /"xx0'8" N JOS G JOS SH L: SONS N LS SH NO SON S00 /" = '0" 9 SON S00 /" = '0" 0 SON S00 /" = '0" S00

21 OL OL " 9" OL OL OS O OPNG LS S H S " 9" //0 :6: P :\evit Local iles\0\60.0 Outparcel etail G _cb.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV / PP S H VN S H NOPY & HN Y OHS (6) # SU ONNON, YP SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL /SU S H JOS NG S PLN /6 SON S0 /" = '0" Lxx/6 (LLH) ON. (HG.) SOON S H O.. O.. /SU +'0" OO K S PLN & NOS O HN Lxx/6 ON. JOS G S PLN S PLN ON. P x NL, YP. WH SHOWN S PLN ON. P x NL, YP. WH SHOWN O... W/ H PONS /8 /8 SN SLP L60068 W/ (6) # SWS (PN ) O SU & () P's O JOS JOS JOS S PLN /8 L6x6x/6 ON. YP. SN SLP L600 W/ () # SWS O KK N () P...'s O SL NGL H KK /6 ON. S PLN O OPNG LS S H /PP S H. VN S H NOPY & HN Y OHS '0" O.. VLLY O.. SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL JOS NG S PLN / SU S H SOON S H SON S0 /" = '0" OS H OS /" L () # SU ONNON, YP (6) # SU ONNON /SU +'0" O.. OO K S PLN & NOS O HN Lxx/6 ON. JOS G S PLN S PLN ON. P x NL, YP. WH SHOWN O... W/ H PONS /8 /8 POV LOKNG S Q' O NOPY HN P L J/S000 SN SLP L60068 W/ (6) # SWS (PN ) O SU & () P's O JOS JOS JOS S PLN /8 L6x6x/6 ON. YP. SN SLP L600 W/ () # SWS O KK N () P...'s O SL NGL H KK /6 ON S PLN NOPY & HN Y OHS O OPNG LS S H / PP S H SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL JOS NG S PLN VN S H NOPY & HN Y OHS SOON S H SON S0 /" = '0" OS OL " 9" /" L OL 600 ON. O.. O.. Lxx/6 ON. JOS G S PLN S PLN ON. P x NL, YP. WH SHOWN /8 /8 POV LOKNG S Q' O NOPY HN P L J/S000 SN SLP L60068 W/ (6) # SWS (PN ) O SU & () P's O OO K S PLN & NOS O HN JOS JOS JOS S PLN NOPY & HN Y OHS O OPNG LS S H / PP S H SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL JOS NG S PLN SON S0 /" = '0" VN S H SOON S H OS OL " 9" /" L OL O.. O.. Lxx/6 ON. JOS G S PLN S PLN ON. P x NL, YP. WH SHOWN /8 /8 POV LOKNG S Q' O NOPY HN P L J/S000 SN SLP L60068 W/ (6) # SWS (PN ) O SU & () P's O OO K S PLN & NOS O HN JOS JOS JOS S PLN ONSULN LOGO SLS SO SH SSU: HWLL VLLG J. NHO H etail G 60.0 SN, S NO. SPON Y SSU O P LGY SSU O P PNPL N HG: POJ NGN: WN Y: SH L: SONS N LS LGY SH NO. 00 S0

22 OL OL OL O OPNG LS S H / PP S H OS " 9" O OPNG LS S H / PP S H OS " OL OL O OPNG LS S H " 9" O.. O.. / PP S H OS VN S H O.. VN S H O.. O.. //0 :6: P :\evit Local iles\0\60.0 Outparcel etail G _cb.rvt LL WNGS, SPONS N OPS HO UNSH Y LLN PZN SH HU N SHLL N H POPY O LLN PZN SH HU. HS LS O US ONLY WH SP O HS POJ N NO O US WH NY OH POJ. WH H PON O ON ON S O H PY O H ON, SUH OUNS O UN O SULY OUN O O LLN PZN SH HU UPON OPLON O H POJ. SUSSON O SUON O OL GULOY QUNS O O OH PUPOSS N ONNON WH H POJ S NO O ONSU S PULON N OGON O LLN PZN SH'S OON LW OPYGH O OH SV GHS. OPYGH 06 LLN PZN SH LL GHS SV NOPY & HN Y OHS SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL JOS NG S PLN SN SLP L60068 W/ (6) # SWS (PN ) O SU & () P's O /6 SON S0 /" = '0" Lxx/6 (LLH) ON. SOON S H /" L (6) # SU ONNON, YP / SU +'0" OO K S PLN & NOS O HN Lxx/6 JOS G S PLN S PLN ON. P x NL, YP. WH SHOWN S PLN O... W/ H PONS /8 /8 JOS JOS JOS S PLN /6 L6x6x/6 ON. YP. SN SLP L600 W/ () # SWS O KK N () P...'s O SL NGL H KK /6 ON. S PLN NOPY & HN Y OHS SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL K NG VS SN SLP L60068 W/ (6) # SWS (PN ) O SU & () P's O /6 Lxx/6 (LLH) ON. (HG) SOON S H SON S0 /" = '0" /" L " (6) # SU ONNON, YP / SU +'0" Lxx/6 ON. /8 JOS S PLN S PLN ON. P x NL, YP. WH SHOWN S PLN O... W/ H PONS " /6 L6x6x/6 ON. YP. SN SLP L60068 W/ () # SWS O KK N () P...'s O SL NGL H KK /6 ON. S PLN 8" O.. S PLN /8 OO K S PLN & NOS O HN JOS NOPY & HN Y OHS O OPNG LS S H / PP S H SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL JOS NG S PLN VN S H /6 Lxx/6 (LLH) ON. (HG) SOON S H SON S0 /" = '0" OS OL " 9" /" L OL 600 ON. O.. O.. Lxx/6 ON. JOS G S PLN S PLN ON. P x NL, YP. WH SHOWN /8 /8 POV LOKNG S Q' O NOPY HN P L J/S000 SN SLP L60068 W/ (6) # SWS (PN ) O SU & () P's O OO K S PLN & NOS O HN JOS JOS JOS S PLN SN VLP SL600 W/ () # SWS O SU N () P..'s O G NGL JOS NG S PLN /" L SON S0 /" = '0" (6) # SU ONNON, YP / SU +'0" OO K S PLN & NOS O HN Lxx/6 JOS G S PLN O... W/ H PONS /8 /8 JOS JOS JOS S PLN /6 L6x6x/6 ON. YP. SN SLP SL600 W/ () # SWS O KK N () P...'s O SL NGL H KK /6 ON. S PLN ONSULN LOGO SLS SO SH SSU: HWLL VLLG J. NHO H etail G 60.0 SN, S NO. SPON Y SSU O P LGY SSU O P PNPL N HG: POJ NGN: WN Y: SH L: SONS N LS LGY SH NO. 00 S0

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