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20210208 Saratoga Honda Expansion Application
**HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED** Jrvnurriutua�l SP ocq SA�f CITY OF SARATOGA SPRINGS (Application#) r`• " DESIGN REVIEW COMMISSION ':1411 i CITY HALL-474 BROADWAY (Date received) " 1 SARATOGA SPRINGS, NEW YORK 12866-2296 ORPORnrEo TEL: 518-587-3550 X2533 www.saratoga-springs.org (Project Title) APPLICATION FOR: ARCHITECTURAL/ HISTORIC REVIEW Staff Review APPLICANT(S)* OWNER(S) (If not applicant) ATTORNEY/AGENT Name 3402 Route 9, LLC Balzer& Tuck Architecure, PLLC Address P.O. Box 797 468 Broadway Saratoga Springs, NY 12866 Saratoga Springs, NY 12866 Phone / / 518.430.4010 / Email thiggins@saratogahonda.com scorp@balzertuck.com Identify primary contact person: 0 Applicant 0 Owner 0 Attorney/Agent *An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant's interest in premises: 0 Owner 0 Lessee 0 Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 3402 Route 9 (South Broadway) Tax Parcel #: 178 . 0 - 2 - 20 (for example: 165.52—4—37) Date Acquired by Owner: Current Zoning District: OM B2 Property use: 0 Residential a Non-residential/mixed-use Type of Review: 0 Architectural 0 Historic 0 Extension/modification (of current approval) Summary description of proposed action: The project consists of the expansion of the Service Bays and Parts Department to accommodate the increased demand on the Service Department. The existing Service Bays will be increased +/- 80'to the south, for a total of+/-7,630 SF. Has a previous application been filed with the DRC for this property? 0 No a Yes—date(s)? 11/5/2014 -App. No.(s)?2013.016.3 Revised 01/2021 **A "complete" application consists of 1 hard copy(original) ,and I electronic copy of application &ALL other materials as required below: New Construction/Additions la Color photographs showing site/exterior details of existing structures and adjacent properties ▪ Site plan,drawn to scale,showing existing&proposed construction, property lines&dimensions, required&proposed setbacks&lot coverage,site features(fences,walks,trees,etc.);on no larger than 2'x3'sheet—smaller preferred if legible ❑ Elevation drawings showing design of all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture &lamp type,wattage),etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible IE Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible ▪ Product literature,specifications and samples of proposed materials and colors Change in exterior building materials (windows, doors, roof, siding, etc.), or color(in non-residential districts only) ❑ Color photographs showing site/exterior details of existing structures and that illustrate affected features ❑ Elevation drawings showing all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture&lamp type,wattage),etc.- include compass bearing&scale;no larger than 2'x3'sheet—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Within front yard setbacks in Historic Districts only (Front setbacks:UR-I &INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-I=10') - Installation, removal or change in material of drive- and walkways - Installation or removal of architectural, sculptural or vegetative screening over 3' in height - Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2' diameter) For any of above: ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing&proposed construction: include property lines&dimensions, required &proposed setbacks&lot coverage,site features(fences,walks,trees,etc.) street names,compass bearing&scale; no larger than 2'x3'sheet—smaller preferred if legible ❑ Product literature,specifications and samples of proposed materials and colors Signage/Awnings ❑ Color photographs showing site/exterior details of existing structures,and adjacent properties ❑ Plan showing location of proposed sign/awning structure on building/premises: no larger than I I"x17" ❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile): include all dimensions of structure;type, dimensions and style of lettering or logo;description of colors, materials, mounting method and hardware ❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage, mounting method,and location ❑ Product literature,specifications and samples of proposed materials and colors Demolition ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing and any proposed structures- include dimensions,setbacks,street names,compass bearing, and scale ❑ Written description of reasons for demolition and, in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved ❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places,or for a "contributing"structure in a National Register district(contact City staff), provide plans for site development following demolition- include a timetable and letter of credit for project completion Telecommunication facilities ❑ Color photographs showing site/existing structures,and of adjacent properties ❑ Site plan showing existing and proposed structures: include dimensions,setbacks,street names,compass bearing, and scale ❑ Scaled illustration of proposed structures: include all dimensions;colors, materials, lighting, mounting details ❑ Consult Article 240-12.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised 01/2021 Request for extension of current approval ❑ Identify date of original DRC approval: Current expiration date: Org.App. No. ❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form NI Applicants proposing the following must complete"Part I"of the SEQR Short Environmental Assessment Form(available here: http://www.dec.ny.gov/docs/permits_ej operations_pdf/seafpartone.pdf): -Construction or expansion of a multi-family residential structure(4 units +) -Construction or expansion(exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure -Telecommunications facility, radio antennae,satellite dishes - Demolition Disclosure Does any City officer, employee or family member thereof have a financial interest(as defined by General Municipal Law Section 809) in this application? ▪ No 0 Yes- If yes, a statement disclosing the name, residence, nature, and extent of this interest must be filed with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is,to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. FurtIermore, I/we ee to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Z. in: Code of the City of Saratoga Springs. Date: ' ' ) (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property,the current owner must also sign. Owner Signature: Date: Owner Signature: Date: Revised 01/2021 Short Environmental Assessment Form Part 1 -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1–Project and Sponsor Information Name of Action or Project: Saratoga Honda Building expansion Project Location(describe,and attach a location map): 3402 Route 9(South Broadway),Saratoga Springs, NY 12866 Brief Description of Proposed Action: 8,000 sf expansion of existing building to incorporate more service and maintenance bays.The parking will be expanded by 19 new vehicle spaces to allow for additional vehicle parking for sale and for customer use. Name of Applicant or Sponsor: Telephone: 855.650.9132 Tim Higgins/Saratoga Honda E-Mail: tim.higgins99@gmail.com Address: 3402 Route 9(Broadway) City/PO: State: Zip Code: Saratoga Springs NY 12866 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? — If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that111 ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Saratoga Springs Planning Board/Site Plan Modification ❑ Saratoga County Planning Board/Advisory Opinion 3. a. Total acreage of the site of the proposed action? 10.56 acres b.Total acreage to be physically disturbed? 1.5 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 10.56 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: ❑Urban ❑ Rural(non-agriculture) ❑ Industrial m Commercial m Residential(suburban) © Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): EI Parkland Page 1 of 3 SEAF 2019 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ✓❑ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑ ❑✓ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: El ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑✓ ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑✓ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ ❑✓ 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ ❑✓ 12. a. Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the El of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b. Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ✓❑ ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? El ❑ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: El Shoreline m Forest El Agricultural/grasslands ❑ Early mid-successional ❑Wetland ❑ Urban m Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed by the State or NO YES Federal government as threatened or endangered? ✓❑ ❑ 16. Is the project site located in the 100-year flood plan? NO YES ✓❑ ❑ 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑✓ ❑ a. Will storm water discharges flow to adjacent properties? ✓❑ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon, dam)? If Yes,explain the purpose and size of the impoundment: El ❑ �9. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed) for hazardous waste? If Yes,describe: El ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: '34'1A I4Lj Gcc{' /F,:Yc► _�jfitlt '4 +4rfa1Lftate: OS.03,2 Signature: Q Title:'w�c').1�otL 4s'sot►e`1� PRINT FORM Page 3 of 3 II Ilb - 1// - -- k — -T__ - 'I� '* y Ni, vItit= i _ • .. • ___— 1 — _ 'i _%Itte-7-:oi, L �. di, _ - _ _ _ _ ___-._.. —— _—_ _ _. Aub �a _ - -- = i __ _ - ----- - -- _ ! 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Route 9 pe q, EASEMENTS TO NY TELEPHONE CO. o w V O Bk1184 P197 AND BK 1184 P200 o a FOR UTILITIES 1' INSIDE OF PROPERTY LINE o "40 MPH" w "CRESCENT Q 0) O AND SERVICE TO OLD DEALERSHIP BUILDING AVENUE" 0 O 8" WATER MAIN EDGE OF PAVEMENT • L W W W W W W W W W- W W W W WGO WG _____V__6 w-,--W G V \ a) (� G G G G G G G G G G (, 1013.64' METAL PIPE 5/8"IR. .�- 18" CULV. 18" CULV. o TRACKESS ` "DIVIDED HIGHWAY" ?� D O ( o o _ 145553 �I v IM MD . . --- -- - -- -- .- �•• _ -N 14'S5'S3'E - - _ ' SAN FORCE MAIN MH 0 •2 N E. MD MD MD IM MD MD 5/8"IR. � CONC. WALK CONC. WALK RIM=310.30 cOl CK CBIRCH LUMP 1"IP. r a % CONC. PAD FOR SCULPTURE 1 ` c PIPES NOT ACCRESS187.00' v 0) (f ASPHALT 0 * " a /CD (ACCESS TO 5P L=57.12' 01 \ S82°1 4'46"E N "4..1 O WATER LINES) 5 J 1 SETBACK LINES BIRCH I 1 UNDERGR. FLAGPOLE w ch=56.89 CLUMP ^ •Z C 0 6- -o-o-o-o - - / R • CONC. CURB OVERFLOW POCKET STONE APRON � HONktsDA SIGN 5P o WITH YARD DRNNS � i z STONE APRON o \ M ON CONC. PAD / -6- N , J 6" PERFORATED PIPE* STORMWATER POND N VEGETATED SWALE I�� o _� WATER 5P w cj vai R • \ , J O I „' * DISPOSAL - - - - - _ - - _ SPIGOT o •� (/� AREA e \ v o ��• SP "CO. RT. 22" X� 12" CULV. Lou'..- 0 INV=306.25 ASPHALT INV=305.88 SAN.MH. P 1 a y\ 12"HDPE0 �l• RIM=308.33 I ti CONC. CURB P. INV.IN(NEW)=304.70 P S. 1 om"40 MPH." et 7 J 84LF a �\ INV=306.34C.----- IL.S/ i INV.IN EXIST=304.60 1 6 , L.S. ZTF \ - INV.OUT(EXIST)=304.60 SP RIM=309.76 R=2038.69' BIRCH /�,, L.S. LANDSCAPING N a L=102.70' I� CLUMP / �- \ CONC. CURB SP PHALT PARKING r �' S72'O3'25"E • CD i ,- \\ _- LANDSCAPING RIM=307.27 LS ❑ 0 0 0 0 0 0 0 ❑� �- _\ \1LATTICE 1 STY. " ch=102.69 O Ln 1 # ROOF CONCRETE I' ° L.S. i CONC. BUILDING I `EE NO E OVERHANG Ln _ I 1 0111111,Sik BLOCK I ( U �n^ _ I PARKING \J _ .-.°O •T _ MI o 'l -1 \ E ` D.I. \ \ ,- N �% sT o AREA k<14 3 v = a �� COLUMN W W W W W W W W W W W W M Ch PARKING SPACES (TYP.) (TYP.) o o YD APPROX. LOCATION OF PRE-EXISTING 4" WATER LINE A/C UNIT a x \ I I I I I I RIM=308.57 J• 5Pci o ASPHALT H 0 GRDLAMP GRDLAMP GRDLAM� 3" LOCUST / b�'� ASPHALT PARKING YD N N BIKE RACK o /� RIM=307.05 p p COLUMN ° ■ / 8" CULV. ( I 1"IP. ❑ �_ _ _ / l INV=307.23 PARKING SPACES (TYP.) -\ LANDSCAPING C OUT °EE N. E r z z o 6D sT _ I I I I 1 -I I_ # \ .10', H a ] _ 1IIII _ _ 1 �-ST D I. 0 O O 6815 12"HDPE / / VEGETATED SWALE - - - - DW -iv \p Ip SAN.MH. w r Note. ZONING DISTRICT OMB.1 J �� '__ N ®1z - UE�UE ° I RIM=306.98 RIM=308.96 z ZONING DISTRICT OMB.2 I - - - -' (� �, o, The subject property does not lie within a flood * o - °_ �- w INFILTRATION a� ® Z =•i plain or flood hazard area as defined by the U.S. � I o L.: PONS Qcn Armycorps of Engineers Technical Flood Plain I / wT� Summary Re ort or bythe Federal Insurance /\ . OVERHANG�I BUILDING �i,� � N 3 I 1:2 __ o, Administration, Department of Housing and Urban I '�° //, 45' BEND �� "SARATOGA ��h ASPHALT PARKING j •DW a o Development. 45" BEND417_ LF 4L��\ HONDA" �� ® 1 RIM=306.91 - DW 1 ;I' <-4•40-1<-4.1 3 1 STANDPIPE J rQ wT RIM-306.87 1 N 1 d" o I i" O G RAI �T I �3 °' j/ a (NN �./ O �4 r RIM=308.04y N. _1a_ u) DRYWELL � / ST }', 0 ¢z Z I RIM=305.35 j/olil CONC. CURB 0 c° 4,...,7.,_ '• co z �/ 6" PVC SDR 26 /(TYP,) L.S. o U cl a - ,2"HDPE u< �� PROPOSED ADDITION 75'LF 1 �N ::(-----) / ,, c: 3 8/111111N "fir 5LF ®1% a J r- / OP 6" PVC SDR 26 0 J RIM=308.90 > U I _ - - - �r 14'LF CONC. WALK INV.IN=305.90 1 ASPHALT PARKING ,Q CD _ _-_-_--e----- __ -_- o 3 INV.OUT=305.80 1 II �^ STORMWATER I STONE I \ 40,06 .96 �1 wwNDISPOSAL AR II POCKET POND \ Z% / r CLEANOUTy 3 Q) OVERFLOW WEIR _ - - __i\ v (3)MHs OIL-WATER Izz____DRYWELL -- --- ---- v _ O SEPERATOR 0 Zil 0 • RIM=305.23 /r/ _ _ �- __ _ _ __ , I LIGHT POLE VEGETA ED SWALE I- •_� 3 - Deed Reference. � • UE UE UE UE UE ■ (TYR) - _ ' --� UE UE - -UF �?E 1 �d S RIIATIO :,.: _::. , : _ ti r - �E jer �- �_ --- ,,, A ' I -- - - ---- ------4" �� uE . \ VEGETATED SWALE 3 n, 54'RIi11EL1iR CONTROL BOX. , ASPH' ti W 3402 Route 9, LLC i - %��� � %%�% % # , j�'WE1X.'.:' .:::- - 01`1Q(fl� yFOR. 1 m.-0m I / 45' BEND 4� I� �� 45' BEND - -Inst. #2013043252 v. __ / / 4, �o�' 1�.,� W W W WSW W 120 LF W W W��W 1 cl SAN.MH. ;` =Llf�l iT=RALE =:: r / / / ELEC. GENERATOR ' * RIM=309.35 1 / A///// / / ON CONC. PAD 45' BEND v I i i i t i t i % / r 45' BEND YD yp CONC. MON. I "6.!61,1•7.671."---,.:: : .:. ~:.,:-.!'::••,:,' . .,;,:•,•:':::,•:.,:..:‘,*. ` ';; ':: :" ei�� / / / / / YD ./-RI l RIM=30779 RIM=307.72 J4 /FOUND la -- N r / / / / // // RIM=307.80 5/8"IR. __ "-•:-:•`.,: .•I 941_. 4" PERFORATED PIPE R _ O STti � SiS1 ST S 1 7° 3 7' 0 cl 0' � . IN MapReferences: - _ 2 1 .1 6' WE UE UE I:I ICr: EDl4IARHEDGEAIR + NGSPACESTYP.om o • • RKI1 C site Surve of a Portion of Lands of - PA I FW of Sarato a Inc. dated Feb. 10 1989 b .r: : u H IIII I I I 8�; _ cour H �" Up n�f 5' N CLEANOUT z UTILITY 1 David A. Flanders Associates. � �='��: -=- - _SEERIM-307.89~ � RIM-307.98w SHED FW OfSaratoSEEW9ancNOTE 1 1IASPHALT PARKINBkly 7 0 7 NOTE 1 8 SPACES (TYP.)i E # P336 PARKING ING SPAC 1 2. Mapof the "Higgins Family Trust" to ( adated - o 9 9 Y # 11 ;' r January 28, 1986 by Chester A. Graminski, LS. / 3. "Boundary & Topographic Survey; 6.876± Acre • "' �,{ - ti 4X4 X4, \ c.-__ ,a p, ..Y :`ti < + :' ` " / F' l^ CONC. PAD • TEE Parcel prepared for F.W. of Saratoga, Inc. A A A A A ,A AA AA (FOR DUMPSTER) ��/ /��� • dated June 18, 1987 prepared by David A. 0-UE UE UE UE UE T UE UE UE 0 4" GATE VALVE Flanders Associates. �I CONDUIT FOR UNDERGROUND ELECTRIC SERVICE 0 LIGHT POLES �, 0 01� 4 o� 22' BEND * o o O o� 4. State of New York Dept. of Transporation Malta \\\ No `� "� 3Sarato a State Hi hwa No. 611 ; Ma No. 162, y -- Oparcel 8213 & 215 and Map No. 163p Parcel * O * * 43.10' °_ °-°-°=°-o-o- -°-°-°-°-`-°-° N' o REDUCER loQ 214. * o-o-O-O-O-o-° oO ``x1 /offS12'08 59"W �{ wY �� ' `� Detai/° 1-X, NUp J5. "Lot Line Adjustment Map 3402 Route 9, LLC" °�° D I 0 15'dated May 15, 2013 by Thompson-Fleming �°� fr , o wLand Surveyors, P.C. and filed in the Saratoga �o�° ni 15.0' County Clerk's Office as Map M2013202. �o-° PRE-EXISTING s` 1 0o/° ASPHALT PARKING LOTASPHALT 0I o , 3Description of Property:6. "Lot Line Adjustment Map for FW of Saratoga �o�°� of, -' rr w All that tract or parcel of land situate in the City of Saratoga Inc." dated May 15, 2013 by n/f i - I� Springs, Saratoga County, NY, bounded and described as follows: Thompson-Fleming Land Surveyors, P.C. and F�/ of Saratoga, Inc. o of ; Z N /I Beginning at a point located at the intersection of the easterly line filed in the Saratoga County Clerk's Office as Bk 1498 P47 I of N.Y.S. Route 9 and the southerly line of County Route 22, also Map M2013214. I 170.50' _ _ JcoNc. MON. known as Crescent Avenue. Thence along the southerly line of said ��-""�`-__�� FOUNr Crescent Avenue, the following three courses: ' " CONC. MON. S12°o9'oo"W Easterly along a curve to the right with a radius of 187.00 feet, Feota arc length of 57.12 feet, chord direction of S82'14 46 E, chord DATE DESCRIPTION length of 56.89 feet to a point REVISIONS Easterly along a curve to the right with a radius of 2038.69 feet, Map Legend Certification : Pg length larc engthnofh1of 1 2.70 feetot, poird direction of S72'03'25"E, chord DATE: Jan. 25, 2021 IT IS HEREBY CERTIFIED TO 3402 ROUTE 9, LLC; JOB NO.: S12-192.24 o marker found, labeled - - overhead wires that the map was prepared in accordance with the current existing Code of Practice S70°36'50"E, 222.74 feet to a concrete monument found. for Land Surveyors adopted by the New York State Association of Professional Land o concrete post -x-x-x-x- wire fence Surveyors, Inc. The certification is limited to persons for whom the boundary survey Thence along the line of lands of FW of Saratoga, Inc. as recorded in DRAWN BY: DES map is prepared, to the title company, the governmental agency, and to the lending 0 utility pole - - -/-/- wood fence institution listed on this boundary survey map. the Saratoga County Clerk's Office in Book 1078 of Deeds, page 336, CHKD.BY: WMT X lamp post -°-O-O- chain-link fence S17°37'00"W, 271 .16 feet to a 5/8" iron rod found and S73°17'00"E' TAX MAP: 205.09 feet to a concrete monument found. Thence along the lands 178-2-22 ❑YD yard drain of FW of Saratoga as recorded in Book 1498 of Deeds, page 47 the 0 deciduous tree following three courses: SCALE: 1 " = 40' S12°09 00 W, 170.50 feet to a concrete monument found coniferous tree N75'05'00"W, 100.12 feet to a point 20 0 20 40 -0- sign, labeled S12'08'59"W, 473.10 feet to a point °DW overflow dry well Thence along the northerly line of lands of McJack LLC as recorded in Book 1668 of Deeds, page 444, N83'51 '00"W, 510.45 feet to a 5/8" iron rod found. Thence along the easterly line of said N.Y.S. Route 9, N14°55'53"E, 1013.64 feet to the point of beginning. Containing 10.575 acres of land. Unauthorized alteration or addition to a survey Only apparent easements (if any) are shown map bearing a licensed Land Surveyor's Seal is on this survey. No abstract of title was a violation of Section 7209 subdivision 2 of available. the New York State Education Law. S12-192.24 P:\S\Saratoqa Honda S12-192\Carlson\S12-192 Saratoga Honda Existing Conditions Survey 2021.dwq PLANT SCHEDULE NYS ROUTE 9 LANDSCAPING NOTES: kig DECIDUOUS TREES 1. ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED BY THE AMERICAN STANDARD FOR NURSERY The LA G ROU P KEY QTY. BOTANICAL NAME COMMON NAME PLANTING SIZE ROOT SPACING STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC' Landscape Architecture&Engineering P.C. CO 4 Celtis occidentalis HACKBERRY 2 1/2" B&B SEE PLAN QA 5 Quercus alba WHITE OAK 2 1/2" B&B SEE PLAN 2. ALL NEW PLANTS TO BE BALLED AND BURLAPPED OR CONTAINER People.Purpose.Place. 3 'I 0 GROWN UNLESS OTHERWISE NOTED ON PLANT SCHEDULE. 40 LongAlley518-587 8100 QB 3 Quercus bicolor SWAMP WHITE OAK 2 1/2" B&B SEE PLAN p CI Saratoga Springs fi 518-587-0180 TA 4 Tilia americana AMERICAN BASSWOOD 2 1/2" B&B SEE PLAN 3. ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BE MADE SararNY 12866 www.thelagroup.com 180 WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT, BRANCHING CONIFEROUS TREES _ 9 HABIT, FLOWER, LEAF, COLOR, FRUIT AND CULTURE, AND ONLY AS 703. 64 APPROVED BY THE OWNER'S REPRESENTATIVE. Unauthorized alteration or addition to this AC 3 Abies concolor WHITE FIR 8-10' B&B SEE PLAN document is a violation of Section 7209 of the E— 174055 '5,3 "E -LIE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE— UE 4. ALL NEW PLANT MATERIAL SHALL BE OF SPECIMEN QUALITY UNLESS New York State Education Law. SHRUBS / PERENNIALS - APPROVED OTHERWISE BY THE OWNER'S REPRESENTATIVE. RA 12 Rhus aromatica'Grow-Low' GROW LOW FRAGRANT SUMAC 24"-30" CONT. 36"O.C. ©the LA Group 2020 5. THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN JS 33 Juniperus sabina'Broadmoor' BROADMOOR JUNIPER 18"-24" CONT. 36"O.C. QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE MS 22 Miscanthus sinensis'Morning Light' MORNING LIGHT MAIDENHAIR GRASS 3 GAL. CONT. 48"O.C. * * *- DRAWINGS. Prepared for: 6. THE CONTRACTOR SHALL OBTAIN PLANT APPROVAL FROM THE OWNER'S Saratoga Honda, LLC 0 I g i - - - - \ - - _ \ REPRESENTATIVE AFTER DELIVERY AND PRIOR TO INSTALLATION. 3402 Route 9 r -------P7. LAWN MIX SHALL CONSIST OF THE FOLLOWING RATIOS: Saratoga Springs, New York - - I 1 % BY WEIGHT SPECIES GERMINATION I S - - k . L \ ES _ � 0 7/ \ \ 30% TALL FESCUE 90% //���VVV _ \ \ 20% HYBRID KENTUCKY BLUE 87% C1) � N / — — — — — — —•— — J 50% TURF-TYPE PERENNIAL RYE 90% O DOCKET \ 8. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO PLANTING AND SHALL REPORT ANY CONFLICTS TO THE \1 STO V WAT E I DO\ D / OWNER'S REPRESENTATIVE. D I S DO SAL I `1M1T ,Ni(O _ ,/ I 1 0 - 9. THE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PROPOSED low A EA / PLANTING FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO THE COMMENCEMENT OF PLANTING. i1. � O LAWN 10. NEW PLANT MATERIAL SHALL BARE THE SAME RELATIONSHIP TO FINISH 1 IGRADE AS IT DID IN THE NURSERY. * * I�... 11. ALL PLANT BEDS TO RECEIVE THREE INCHES (3")MIN. OF SHREDDED BARK MULCH ON WEED BARRIER FABRIC. LIMIT OF WORK ` 0� ` /, LAWN I, \ 12. PREPARE ALL PLANTING BEDS TO MIN. OVERALL DEPTHS SHOWN ON \• PLANTING DETAILS. i 1I ' e DECORATIVE STONE; TA 13. AMENDED TOPSOIL BACKFILL SHALL CONSIST OF ONE (1) PART MANURE Alf COORDINATE TO MATCH ) TO SOILEIGHT(8) PARTS TOPSOIL AND BONEMEAL @ 20 LBS.TO 4 CY \\ i 3 EXISTING ' I- TA I 14. ALL DISTURBED AREAS NOT SCHEDULED FOR OTHER WORK SHALL / � � � ,, C 0\C ETE RECEIVE SIX INCHES (6")OF SUITABLE ON-SITE OR IMPORTED PLANTING + + 3 I + + +� — — CO LU N [ (TYP.) SOIL PRIOR TO SEEDING OR SODDING. / AC 11OP LAWN +*+++ \\ / LAWN 15. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A MIN. OF �T ® + ++++ ONE (1)YEAR. + + • + + +;++*+* TCOIAWWT , ' /�AI , A , + MHEOWINGONTRACT, AND PROTECTIONRSHALLMAFROMNTIN TRAFFICALLORK UNTIL FINAL ACCEPTANCE+ + + ' 16. OF THE PROJECT. 401 '4i.) //4 , , , — r • 17. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED OUTSIDE THE CONSTRUCTION LIMITS, AND ITEMS \\ / Air 2 WITHIN THE SITE THAT ARE NOT PART OF THE IDENTIFIED WORK OF THIS QA CONTRACT. ' 2 18. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN EROSION CONTROL CO MEASURES AS SHOWN ON THE PLANS. \ 0 I + + + + + + —PROPOSED TREELINE I Project Title: + ++ LEGEND Saratoga Honda \\ , , ++ ++ + ++ :+++ J Building Expansion LPROPERTY LINE I o �S — — I 4 — . . _ . . — 3402 Route 9 o ISETBACK LINE DECORATIVE STONE; 3 I Saratoga Springs, NY 12866 — — LIMIT OF WORK COORDINATE TO MATCH RA WOODS o LAWN EXISTING 11L 2 00,,00,41.Or►OA0w�wO EXIST. DECIDUOUS TREE + + 0 - __J 0 3 �; �� � RA 0 /1 we 11 I. EXIST. CONIFEROUS TREE 0\ \• ami `rC /1 +++ \ ,+,,,+,,,, CVO i! DECIDUOUS TREE +++ + Z I ` I 22 LAWN \ \\. I MS 2 I . CO1111111 f.•,.'I / QB 3 �o " ��� CONIFEROUS TREE Project No.: 201240.02 a RA �� ;' Design: MCB j mon Drawn: HSM Ch'k'd: MCB 3 �� 0 I LAWN a I I QA 0) 11 Date: 1/29/2021 Scale: 1"=20' OP.!' /1 I Rev: Description: Date: I 7 \ �� j j+i.y+i.y+i+y+i., DECORATIVE STONE I \ \ , TaL 0 0 JS \ 00 0 eridikRA �-�( s ` LAWN I m M EXISTING PARKING LIGHT Co I • • • /LAWN �' \. � ai F4 1 ,11 41.14, I p RE-LOCATED/PROPOSED PARKING LIGHT a 0 ■ it + , \ \ ++ + + + + + + +++++ + + +++ + + + ++ +++ C �_ _ \ lig 20 10 0 5 10 15 20 Drawing Title ON 0 ti N L ' _- 111111111/ 111111111/ T DECORATIVE STONE; ��� 4. i u i � Scale: 1" =20' U \\ COORDINATE TO EXISTINGMATCH ���. / Site Landscape a x�k / Plan I X _ Planning Board # X.XXX z 0) I — _<N Approval 0 o b Drawing No. a'V N <-N- 0 Approved under authority of a resolution adopted =N o by the Planning Board of the City of Saratoga Springs. <0 Z N O z-a Q N .. m r E airperson • -00 m � �z 0l, \ \ L-40 acni \ i Date Signed X 0\ 0 Aiillk 0 D\D 0_ /ilk D O O D / D / D o D D _ / D OBD / / / `/ DSD / O D . 0 D F✓ Hv , • i'. 7 — \ 7 I o 0 / / / / \ fO Ad .___ rc_ : __ ../ S I II III ON D ,1D / I [1 11 lik 110 PM 1---____/ ( \ / DD/ ftr 7 ... f D r i, H H H H - H ( e —- '—i_. e e e e ��� H I II r 3 1 C 0 lln, D oo�� ( C / 0 00 a 0 ,", _ _i ) 0 4111111 .. H I H 0 H � kIl ® A/ ) e i ® ® (C D ) ri CC I� Pr _di, n a ^ \' D ) a a D D D _ • 11 101 Oli 0 1 H DHD ti — r--_ I p 4 D H O r' i "( 1 67'-9 3/4" 16' 9 1/2" ELECTRIC U • r--- i L • • ROOM c /- -) e f up II 11' -2"X 9'- 0" r D D ' = 1 PARTS loo) D - , , ICI MANAGER V o �� ) 1 c. L (�� jlr E PARTS 0"X 12' 0' 1 N SERVICE MEN'S 1 C PARTS 38' - 5"X 31' - 9" '4 ROOM --� DELIVERY - "X 18'- 1 U C) , r C CV ° 16'-0"X 23'-4" I J WATER11 �� DD D J.C. al SERVICE D O D O D O 8"X 6' 10 2X8 3 � ' 1 1-° ang l i al• H H - 12' 0"X 21 0" 44 ) 4 11 N am, a PARTS t � �" �_ DEPARTMENT - all al_--i J H H ® 1 1 II 1 0 I ) t r D IEl NI Co SERVICE SERVICE BAYS BAYS 78'-9"X72'- 11" - o . � 1 [ ] I� ] [ I H D 0 1 I I I I +. BRAKE SERVICE ROOM 10'-2"X 7'-6" • i tID0 O o— O o (N) WASH (E) WASH 1 Mk- AIM- . _ AREA AREA 68' - 6"X 17' - 6" 0 0 w • I j j! 80'-0" j! IET BALZER_ EMTUCKProposed First Floor Plan Saratoga Honda 468 BROADWAY SARATOGA SPRINGS NY 12866 Architecture P 518.580.8818 • BALZERTUCK.COM • F 518.580.8824 BTA PROJECT NO: 2042 03.03.21 SARATOGA SPRINGS, N1 rifi 0' 2' 4' 8' COPING TO MATCH MTL. SIDING, TYP. i H H II I H-O-N-DA -�ry i-c etr . �— — — METAL SIDING, COLOR TO MATCH EXIST. ADJACENT, TYP. � 1 I 1 1 - - - 1 - - 1 - _ --===-- ME. atoga oa a J �� INSULATED FIBERGLASS WALL PANEL, TYP. Service ReceptionService Reception 1 i 1 I. / \ ■ il CAST-IN-PLACE CONCRETE WITH ACRYLIC COATING, COLOR TO MATCH EXIST. ADJACENT, IIIII EXISTING ADDITION • T T WEST ELEVATION LIGHT FIXTURE TO MATCH EXISTING, TYP. COPING TO MATCH MTL. SIDING, TYP. METAL SIDING, COLOR TO MATCH EXIST. ADJACENT, TYP. CAST-IN-PLACE CONCRETE WITH ACRYLIC COATING, i _ I r COLOR TO MATCH EXIST. ADJACENT, TYP. PINIM&II6=16=61 n . - r\ FM 72-m _ _ o� E I- 11-F _ 7 Aii_ ADDITION EXISTING • • EAST ELEVATION LIGHT FIXTURES TO MATCH EXISTING, TYP. _hg / COPING TO MATCH MTL. SIDING, TYP. / isommimminnr - I IL METAL SIDING, COLOR TO MATCH EXIST. ADJACENT, TYP. lid �� zill _ - INSULATED FIBERGLASS WALL PANEL, TYP. 9 I 0 0 OVERHEAD DOOR .I� .It .It I / \ CAST-IN-PLACE CONCRETE WITH ACRYLIC �� �� III �� - COATING, COLOR TO MATCH EXIST. ADJACENT, TYP. _ Ml .1. AMA EXISTING ADDITION • • • SOUTH ELEVATION BALZER MTUCK Proposed Elevations Saratoga Honda 468 BROADWAY SARATOGA SPRINGS NY 12866 Architecture P 518.580.8818 • BALZERTUCK.COM • F 518.580.8824 BTA PROJECT NO: 2042 03.03.21 SARATOGA SPRINGS, N1 0' 2' 4' 8' 1 '40- - . Irak : . _ # °' • Lel i l ! y • • Sl - • 4 i iljtH Ilk" or • , : kilf.liftitlh: 4* ..li• ; .A1# • . .„.., s. - *. 7''' a _« di it . f r a r A - _ , Ake r _ _ _ _ _ _lam t .... +11. ,� • brri • 8411gli 4. . . ., • . . . „. ,...,, .II : *VP :1116 111.11 % ails; _ 4 • 11• - _•••• # All 111,4111 tg • • ,.-.1% .14 "' 1 .7 a a a, "Allibt poir; .4 1♦ S �.� ' • • i�I _t 7awe Jr'11 _ r _ i .t a - {;, 411:. - _ , 4 ern + 14 tv*Itiijies'. _ - _ f - _ -- __ - _ -i !' I- _ ~ a 41, . • ! � �i 167: ISIr Ii. * • 7 1 nimIllE =MEM _ _ __1. if 4701. 4! 710111411611Alli n:..-.141111"k.441lide 4 * .44.„,111... , 011161‘.. ' '' 4. •in, I I 1 1 . t liPb40 . IP it Mt lif •-• • , ,/b AL VON14 • illitill)b om M :7 '_ go r t# / ' �2I 4 .� r 416 �.r r v" g r:� s_ r � .._ • -\.s~ f ' 4 4. __ . 7gm v is �. • w a - I 27 _ _ 1 *.404 h..�:,, r• i " qw°k (�."�..ak^ _,'4 :.'r : . _ ', 1440, } ,a 00 f '~� r �� A « , ~ w..' r f ' 41r, IMP& + ` - ''r° ' .aS' _ ,+�/..� }"gAr�t 3.�6."H 1 - • a y . +rte s A . 001•• ••••••••• •• Allt OW 9- 5. iir5t, ... .. - ° /A :ILIIIIIIIIIt pp. • np ab A111141MR 1, i__li . • II + i )1, • 41, .— ' _ 50...7........,....„.......... • 14--4411111eirsi"• . — -.......—....._... ... ... adlabgbor,_ IC••lop. - Ili )1 • „ • 4- , , t . • . . 0*• A • 114ii Li.; 4 ** .Y.i_.-.1 t 1 I ' ' e 6 )' • • ny _ ; sem` �'•• ♦ Y •10, '� • • ��"�.� - .4 -411°1111161114111111116�80�� : sem` _ ,.ter +.+. � rte . 1:: 5.•. `r tom- "" fa. 4.1111111Zoodappow +�,.r ill. - `. ti_ l .- Ar ER ES, TUCKPerspective Saratoga c h i t e c t u r P 518.580.8818 • BALZERTUCK.COM • F 518.580.8824 BTA PROJECT NO: 2042 03.03.2021 SARATOGA SPRINGS, N1 ALPO LI CJ MATERIALS ALPOLIC® NATURAL METALS ALPOLICS Natural Metals offer a traditional look of an aluminum composite material with the metal surface of your choice. ALPOLIC®'s NATURAL METALS Copper evolves and weathers to a rich patina, adding beauty and depth to any building facade. Other metals - stainless steel, titanium, zinc - project an image of high-tech sophistication like nothing else. ALPOLICE1's Natural Metals line conveys the look of these materials so convincingly because each of them has its namesake metal built into the outer layer. Whether you're cladding a new building, recladding an existing structure, or adding accents to masonry or other surfaces. ALPOLIC, Natural Metals offer a wealth of possibilities at only a fraction of the weight and cost of solid sheet alternatives. if natural metal ,.. mineral filled/polyethylene core natural metal ALPOLIC®'s Zinc Composite Material (ZCM) VMZINC ALPOLICs Zinc Composite Material (ZCM) combines the functionality of composite material technology with the elegant look of zinc metal skins. The finish of the natural zinc is an elegant, pre-weathered gray of QUARTZ-ZINCt by VMZINC� that mimics the matte patina that zinc naturally develops over time. The ALPOLIC® (ZCM) is ideal for traditional and contemporary designs as • natural zinc blends perfectly with other building materials. The ALPOLICs (ZCM) material is produced with a non-combustible mineral-filled core. ZINC-QUARTZ Please visit VMZINC(R) website here for additional information on 4-A77 QUARTZ-ZINC(r)finish and advantages of zinc material. NICHIHA fiber cement Illumination Series Nichiha's Illumination Series delivers sleek sophistication with a custom flair.Sleek,bold,vibrant.These are the words industry professionals are using to describe Nichiha's Illumination Series line of fiber cement panels.Its smooth satin finish,easy installation and a virtually limitless color pallet give you a degree of design freedom that most cladding products simply can't match;at a price your budget can always accommodate.Delivering sleek sophistication comes naturally for the Illumination Series.But don't let the pretty face fool you.There's more than meets the eye. PROFILE LARGE 18"x 6'WIh4O4IT SCORE SMALL 18"x 6'wrm SCORE DIMENSIONS(NOM.FT_-ACTUAL MM) 18"[H]x 6'[LI (455MM[H]x 1,818MM[I]) THICKNESS(NOM. N.-ACTUAL MM) 5/8(16MM) 0 0 O WEIGHT(LBS.PER PANEL) 37.9 0 o OS) O ,--� WEIGHT(LBS.PER SO.Fr.) 4.2 0 O COVERAGE(SO.FT.PER PANEL) 9 0 EXPOSED COVERAGE(So.FT.PER PANEL) 9 COLO OR V PACKAGING(PIECES PER BUNDLE) 2[18 so.FT.] vv Wa Find your color We'll need to base your panel color on a formulated color...but Color Xpressions does enable you to use any manufactures standard paint catalog,so you've got some options.Notify your Nichiha representative with the manufacturer's name and paint color you're interested in. • Color: Benjamin Moore HC-51 Audubon Russet 1111 K A L W A L L The World's Most Powerful Translucent Daylighting System A SUMMARY OF SPECIFICATIONS for 2-3/4"(70mm)and 4"(100mm)unless noted. Panel Width:4'and 5'(1220mm and 1524mm)standard.Other widths from minimum 1'(300mm)up to 50"(1524mm)are optional and cost more. Panel Length:3'to 20'(914mm to 6096mm)standard,16'max.(4880mm)for Skyroof°systems;lengths may be more limited for optional grid patterns;FM,windbome debris,and ATFP designs. Panel Thickness:2-314"(70mm)standards;and 4"(100mm)optional.NOTE:1"(25mm)for window glazing only is custom.NOTE:Aerogel insulated panels are 2-3/4"(70mm)only. Weight:Most panels and systems weigh under 3 p.s.f.(14.65 kg/m'). Color:Standards are Crystal.White:Optional Kal-Tint faces:translucent insulation can be virtually any color to create dazzling results.White only available for extra-high-impact options. Surface Texture:Flat is standard. Standard Grid Patterns:Nominal grid size-12"x 24"(300mm x 600mm)standard;8"x 20"(200mm x 500mm)optional for fiat and curved panels.Other designs and grid sizes available and may be required for some optional panel types.Please note that spans will vary with different grid patterns.Consult factory. Materials:Translucent FRP faces.Other options include opaque faces,windows(HC2000 Thermal Breakl E-Series)and louvers,aluminum grid,composite grid,fiberglass or aerogel insulation,aluminum and thermally broken installation systems. High-Performance Aluminum Architectural Coatings:Corrosion-resistant finishes in standard and custom colors.View color samples. U-Value Range:.53 to.05(U-value Sl conversion:1.0w/m'k=0.176 BN1(hrlh/"F))for panels;NF RC system certification range.43 to.10.View NFRC values chart. Light Transmission:0 to 63%.View chart. Solar Heat Gain Coefficient(SHGC):0.10 to 0.65.View chart Impact:Standard exterior faces will withstand 70 Robs.impact Optional hi-impact faces will withstand 230 8.-lbs.(31IJ)impact.Hurricane-Resistant and Blast-Resistant Systems also available at even higher resistance. Chemical Resistance:Most anything allowed by EPA and OSHA will not affect the standard panel systems. Weathering:Kalwall's exterior face is made with innovative super-weathering and colorfast resins the full thickness...not a low-grade substrate overlaid with thin plastic film or gel to simulate weatherability. All standard exterior faces include a permanent glass-veil erosion barrier to prevent"fiber bloom!This is just one built-in quality bonus not offered by look-alikes! Sound::31 dB to 35 dB depending on panel thickness and insulation type. Fire:Although some Kalwall panels contain combustible binder resins(ignition temperature greater than 800°F),they will withstand a 1200°F flame for one hour with no flame penetration(SWRI).Kalwall panels pass the Class"A"Buming Brand Test(ASTM E-108).A special configuration of Kalwall is a UL Listed Class A Roof system.All interior faces are 1 in.or less Bum Extent,by ASTM D-635.Several categories of Interior and exteriortame-spread/srmoke developed by UL 723 tunnel tests,Including Class 1,are available.Kalwall Is listed by:ICC UPFC-1705;several state and local areas and U.L.Canada, British Standard 476,Parts 3,6,7 and the European Technical Community;FM Class I and NFPA 268-Radiant Panel Test-Exterior Walls.Whenever reference is made to fire tests,the numerical rating is not intended to reflect hazards presented by this or any other material under actual fire conditions. Bond Strength:Panels area specially engineered composite designed for maximum architectural and structural life.Panels and adhesives are tested according to the stringent requirements of"Criteria for Sandwich Panels"issued by ICC(International Code Council)and must pass severe tensile and shear tests before and after numerous exposure conditions.Before specifying an alternate,insist on actual field proof of bond integrity over a 20-year period.Caution is urged in accepting"look-alikes"as equivalents. Expansion:The coefficient of linear thermal expansion of Kalwall is 1.24 x 10°infinPF.(2.23 x 10°mMmmPC).An 8'panel will expand lengthwise approximately 1/8"when the temperature rises 100°F ora 2 m long panel will expand approximately 2 mm when the temperature rises 40°C. NEW!Tested assemblies by AAMA 1503.1-09"Test Method for Thermal Transmittance and Condensation Resistance Factor of Windows,Doom and Glazed Wall Sections".Panel Resistance Factor(CRF) of81 demonstrates the superior performance of the Kalwall Thermally Broken I-beam.Overall U-factor was 0.19,including vision glazing. NFRC Certified U-Factors and Solar Heat Gain Coefficients(SHGC) All projects will be quoted on the basis of the NFRC certified system U-factor.For identification purposes we will still refer to the panel U-factors based on the NFRC 100 testing of the panel alone.The important distinction is that the certified U-factors am based on a model of the system,79"x 79"and consist of 2 panels,a center batten as well as head,sill and jamb members.Most site-built window wall, curtainwall,sloped glazing and skylight systems are modeled at this size,allowing direct product comparisons. Kalwall's Certified U-Factors and SHCGs based on NFRC 100,200 and 201-2004: Download this table as a single-page.PDF document. tial 0444te, s„cc cm04,4t41.c,:,am„n°.wnx.rwl.nm 2..""I II II 0.29 630(626 0.38.0.31) 630(636 638.0.211 I oat(0-20.036.611) UM es(0.17.0.18.0.14) f 0.31(0.1).0.16.o.10 6.22(.3.1r.0.16.0.14) oes am 0.12 1 II cis all 0.13.0.1)) 1 0.26(012.012.6101 0.06.II 0.13An.6.2za17) II N• ,61 0.20‘0.02.0.08.0.6) Iro 15844.") 11 066.604.NA) u9 41 o29I 41(0.3 0.36. 0.44fi(0.30.0.26.0.21) Nona1 n II 0 w17.0.1s.0.16 0900.17.03. 64) 00.+e.0.)6.0.+4) ti039,,3.01200) 11 . (613..1 0.,0) 1 0.93(0.13.OM.6111 Iso rel 6.•)°.u+.°m.1s,>..m sNcc o,-r6c6,).).c,�,.w.N2..w6..�w0s.) :.1019.035..3261 0.31(630.0.36.630) I 0.33 0.29.0.26.0.21i 20 a16.0s.0 i0 yro.n.0.16.0.,4) onerl.01s.6141 18 010II 1ry4. 00R.0.,01 f 6.64(0.U.0.12.0.10) 621(0:2.5.12,0.,0) 06.11 6.13(0.26.0.22.0.16) II II xx I no 6,0.10.6.69.66) 1 6466.°6.6 NA) I 66 0.09 . 04. 'o.ze 5.44 M.29.0.26.0.21) 1 0.44(0.20.0.26.0.25 !I 0.a 0.30.0.29.621) Non 71 .30.17.6.)9.0,q 0.37(0.17,0.16.0.+4) .4010.ro 016.0.+4) 18 6.32(0.44.0.13.0.10) oat(0.13.0.13.0.10) 0.5010.13.0.13.0.111 • MIA 411111,111. 1111 Rau ,m11 mow an am no dr.mew '■' IIIN 1E11E11 11.1111 r 011 0 ...� a 4 ,e'er! 'AY f # 1: 1,.:�- - gill .� • I III SOD Corp. 3800 Camp Creek Parkway Budding 1400,Side 120 Mania,GA 30331 Telephone: 404.345.3666 Fax: 404.346.7422 wawslocorp.corn 80201 StoCoat' Acryl Acrylic-Based, Vertical Above-Grade Exterior Wall Coating for New Concrete, Stucco, and Masonry Construction MATERIALS A. Concrete and stucco substrate primer:Acrylic-based.tinted.high-pH _ompatible primer/sealer: 1. 80805 Sto Hot Prime,as manufactured by Sto Corp.,3800 Camp Creek Parkway,Budding 1400.Suite 120.Atlanta.Georgia 30331. 2. Performance and Physical Properties: Meet or exceed the following values for material cured at 73 degrees F(23 degrees C)and 50 percent relative humidity(unless otherwise specified). a. Application:Spray,roller,or brush. b. Working time: 10-20 minutes. depending on ambient conditions. c. Adhesion to concrete:680 psi(4.69 MPa).ASTM D 4541 d. Flame Spread Index:0,ASTM E 84, e. Smoke Developed:10.ASTM E 84 f. Water vapor transmission:30 perms(1720 ng,Pas sq.m.),tested at 3 dry mils applied in one coat.ASTM E 96,wet cup method. g. VOC:<100 g/L,EPA 24.complies with SCAOMD Rule 1113 B. Concrete masonry substrate primer: Acryic-based based, masonry block- fillerlprimer. Single component acrylic-based primer,containing acrylic polymer. and floe mineral fillers. Product shall comply with the following: 1. 80804 Sto Primer Smooth as manufactured by Sto Corp.. 3800 Camp Creek Parkway. Building 1400. Suite 120. Atlanta, Georgia 30331. Performance and Physical Properties: Meet or exceed the following values for material cured at 73 degrees F(23 degrees C)and 50 percent relative humidity(unless otherwise specified). a. Application: Spray,roller,or brush. b. Working Time: 10-20 minutes. c. Flame Spread:<25.ASTM E 84 d. Smoke Developed:<450,ASTM E 84 e. VOC:<100 g1L.EPA 24.Complies with SCAOMD Rule 1113 C. Finish Coating:Single component acrylic-based coating,containing acrylic polymer,and colored pigments. Product shall comply with the followig: 1. 80201 StoCoat Acryl,as manufactured by Sto Corp. 2. Performance and Physical Properties: Meet or exceed the following values for material cured at 73 degrees F(23 degrees C)and 50 percent relative humidity(unless otherwise specified). a. Workig Time: 10-20 minutes,depending on ambient conditions. b. Application: Spray,roller,or brush. c. Moisture Resistance: No adhesion loss,discoloration,blistering. cracking.flaking.ASTM D 2247.14 day exposure. d. Water Vapor Permeability: 46 perms(2637 ng/Pa ssq.m.), tested at 3.5 dry mils applied in one coat,ASTM E 96.wet cup method. e. Tensile Strength:585 psi(4.1 MPa).minimum,ASTM D 412 f. Flexibility Mandrel Bend:No cracking at-14 degrees F(-26 degrees C).ASTM D 522. g. Mold Resistance:No Mold Growth at 90 days.ASTM D 3273 h. Adhesion to Concrete: 300 psi(2.07 MPa),ASTM D 4541 i. VOC:<50 gfL,EPA 24.Complies with SCAOMD Rule 1113 3313/ a MARATHORL High Performance Doors MODEL 1 09 F-fYDRARO12"High Speed Rigid Rol-Up Door Hydrautic Operation MOOT 109 POWIR �—«rr ow*w.re.i> f-- ... . ,.. f`: ��,ifPI' . r cl_. , DOM LYURITItAA FOAM IutAn I ‘: Swis out rrinlor cold and turnmrr hoof, ■ 3 t. Lr�ww� = - Jr i •_ _ ,. -_---.- ., } , e or it_L rni- MO — Ew e 44 ►w iir! 'r 1 ',Filo fl r" OPTIONAL PULYCARtONATE WINDOW SLATS ON 'w xis • -• Alow risrbilty without comer arra sirl tocwiry. Standard dimonsons shown_For tighter dour requits910nh,oono,ult taciory. 1111 i , g MIME Regent Grey ID 8730 Grit 17994pnt (30.29,26.24) ANLIDIMDALUMINUM PREFINISHED TO MATO-I I I BAN ACCENT PANEL•REGEN GREY' rfiSPfaULEli 1NG L.J-\R E D 0 FINISH SPECIFICATIONS 3 Gray Intended U$C SERIES I r `U IDA =plant eta or entry lighting fu 12-1811 mourning hiegis tnat regUre nn light output an]rnaxmun energ/e1Raency.Larasa LMG30 LED rralpack p-odxes lar Irsnalatkn costs Alm Imle LMC - 30LEDs Kr salmislactates,ru is w/ arelcergy u �sesand retal applcatuns. PRODUCT IMAGE(S) Cnstrucloft Deism& cast aumrum rousng and dace Ro gal design prceects Internal comments and prcrkibes erAel- lent thermal management fa crier 70`.a lumen matte- name at 50,000 lours rnnmtrn LED Ilte.Lektrccctegi senes punkt'pant tlmates prvrkae la`mry appearanx In withal'enitutments.five st31l3ad nnsnta nrilude: Bronze.61adc,Gray,White and Ptatlnun. Optics/Electrical LED: 30 Hgn prier LEDs delhers up to 6370 lumens at 7COrtW ani tP to 3489 IumerS at 35CmA.Variety Cr • LMC-30LU OeCel slrols-apes1.111andN(ForwardmrrA9.Hyh GRI LEDs proesle excellent oath rendition vats iv to 100 r „T rumens per watt ertuemy. "IP gar �► y T •CLT-510W 67 CRI.420051 70 CRI.3000k/80 CR1 -+ •De:Ironic direr 71w system.0.4 AWPS max,Cd 35w, gr•Z• qe. 0.3 amps nett 120.277V.`Or6CNz. • 1010.4%surge pratrtnr Lenses: Ful cut ca dsmputun•ndedual a-r/tc LED wets twine IES llpe III and Type N dsmetmuns. Installation: 0.10.rl]Lr:System prandes null mooning Cher recessed fwcicn poxes-ICdure Cies not reiure open- ing lu mowing.FCam gasket 1w seeing to smofRl sutc>'..s petre00d.St(enu perlwrrence'AM 5 to sp0Ong to wining height rano.Minimum operating temperature is-40'Cl-401. Listings: •LIsted to UL159S tor wet Mations - •Ll Certified lc(VIm-eilnrr3. •25 G ambient en tremens. •U.S.Patent Na.0563,587 LMC-30LU BOCIBBU •DeslgnughtsConsotum pLC)qualifed, �� Coreult DLC%ensile for mare details. pnn/Awnv lNagnllIrc nrp1DPI LMG-30LU Egress WallpaClr: 121an to meetU minimum DIMENSIONS At 1211 manilio height tis curers 1601611area.well ll beyond the taxi oft standard.44w-35CmA drP 115 30LED3 at 3500 lumens at hill power/2046 average A B lresistant to ary lees outer clDean impact resistant glass lens protects LED lenses No uplgnL T iatmal test tuttort duck mount,wet kxaout listed. Note.must use type nn warranty C Flee year Iimtted warranty dor more InlormatlCn _lam �I�I� •� visit:httnbVmyiMnnellnmmctc mCessur.ecl 1 Warranty! A B C 16.0' 12.125" 9.0' (406 mm) (308 mm) (229 mm)