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2003-881
TOWN OF QUEENSBURY , 742 Bay Road,Qaeensbury,NY 12845902 (518)761.8201 Community Development-Building&Codes (518) 761.8256 umulFICATE F OCCUPAN(.'v Peff itNumber. P20030881 Date Issued: Friday, September 24, 2004 This is to certify that work requested to be done as shown by Permit Number P20030881 has been completed. Tax Map Number, 523400-303-015-0001-003-000-0000 Location: 257 DIX Ave. Owner.. J,PETER AND SEAN GARVEY Applicant GARVEY KYUNDIA This structure maybe occupied as a: By Order of Town Board New Commercial Building TOWN OF QUEENSBURY Director of Building 4 Code Rn korxcement7 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030881 Application Number: A20030881 Tax Map No- 523400-303-015:-0001-003-000-0000 t -Permission is hereby granted to: GARVF,Y HY1 TNi)TA For,property located at: 257 DI.X Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. 'Type of Construction- value Owner Address: LONG RIFLE ENTERPRISES, INC. 483 QUAKER Rd New Commercial Building $500,000.00 Total value $500,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name j Address Electrical Inspection:Agency V&H CONSTRIJCTION. INC. 746-1520 PO BOX 126 FORT EDWARD. NY :t. Plans&Specifications 2003-881 GARVEY HYUNDAI 13,140 SQ FT NEW BUILD.AS PER PLOT PLAN SPECIFICATIONS $1.,971.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,November 05,2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of Qu nsb W ay,November 05,2003 SIGNED BY for the Town of Queensbury. Director ofBuilding&Code Enforcement -�" Building Permit A nlicationl- Town of uecnsb r • V��ya ®®" Q ury-Dept of CommunityDevelopment,742 Bay Road,Queerisby, �/' gy A permit must be obtained before beginning construction. permit File No. 'c� No inspection will be made until applicant has received a '--"— U Fee Paid valid building $ 1 • " permit. All applicants spaces on this -�• =�.'J_ application must be completed and must a Rec.Fee Paid $ application form. appear on the Reviewed By: Applicant: , t?wnert Address: Address:_,.�''S'7_29e k, A!� _� r irr3u ae.'Y x! iie� i '�,�ex' !� Phone#{ ) _ yo� Phone# Property Location: Lot Number: / House Number �✓`?./. Subdivision Name: Tax Map Number: _1 s/= *--INew Building: residence<eommerc4ai ;Estimated Market Value of 1] Construction: $_5o y,r� �}, Q .Alteration: residence/ commercial Addition: 'residence/ commercial If ail Addition,what will use-of new addition be? 0 NO change to exterior size: residence/com'1 o . Other work(describe ) Check OccupAncyInforination V Floor 2° Floor Other floor 'Total-Below sq.ft. sq.ft. sq.ft. Square Feet o S' a hnIUY dwellin o Two famil dwollin n Townhouse . o Multifamily dwelling #of units- o Office . 10000• Mercantile v o I—" 0 1 car detached garage C 2 car detached gara$e a 3 car detached ge 0 1 car Attached garage 0 2 oar attAched garage • 0 3 car-Attached garage Q Storage building- . commercial o Storage building- residential cl Other What is the proposed height of the-structure feet 4;�p }aches Will any second:haad or ungraded lumber be used? If so,for what? Type of Heating System:, electric/ oil' / gas wood /forced hot air/ baseboard/other: Number of Firerrlaces to be;installed Number.:of Woodst'oves to be installed tl/j-14 List below the person(s)responsible for supervision of work as regards to.building codes: Name . Address. Builder � ....Phone Number Plumber . �' � ate.•___ -.c ��us�e.: et.l- _���� -i'�'�c�.-. _._"__._ _-." Mason - Electriciaxt r�. M+ �, G�ce -•ar ,c sue,. ,sT�u� .0 �t� -- ` `� Declatat= please sign below after:you have caroflillyread the statement To the"hest of my knowledge_the statements contained in.this,application,together with the plans and specifications submitted,arc a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building,Code,the Zoning ordinance and all other laws pertaining to the proposed,work shall be-complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that r/we shall, submit,prior to a Certificate of occupancy or Certificate of Compliance being issued,as requested by the Zoning .Administrator or Director of Building d Codes,an jc Built Surve location of all now constru y by a licensed surveyor;drawn to scale,showing actual n Signature: owner, wner's agent,architect,,contmetor _ BLDG. PERMIT NO. 2003-881 APPLICATION FOR A TEMPORARY CERTIFICATE OF tOCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY=is°hereby requested for the property located at; 1.57 Nx Avenue for the follow ng.uses: -Gaavey,Hyundai- (New Bid) May 19, 2004 �� "Ilk 44 DATE SIGNATURE OF APPLICANT'. ----------------- TEMPORARY.CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (PROVED ( )DISAPPROVED with the following conditions: Ce-�Jica to o f Occupancy to be "Aced upon compte lion off.* , 1l Site, iszuea. 2) T n d t aU xn and Lbte a vi-6uat ata1 m .io4 HVAC du.c twonfz 1z e Vezecto%us. TEMPORARY CERTIFICATE OF OCCUPANCY FEE: (40.00 .DEPOSIT: ( 0000, received on. May 19A 2004 Date of Issuance Director of Bldg. & Code Enforcement THIS TEMPORARY CERTIFICATE, OF OCCUPANCY' EXPIRES 90 DAYS ;,FROM T11,E DATE OF ISSUANC'E. ... NOTE: This Certificate- is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. COMMONWEALTH ELECTRICAL INSPECTION SERVILE, INC. Main Office 176 Doe Run Road Is Manheim, PA 17545 MUNICIPAL CERTIFICATE .4 ELECTRICAL APPROVAL + �J*�(� � 7 5 9 2 5 i j}�JCardPermit Noi fiif111if fiitffff}}ff}!}}4f14}4},1}}f44 +�1Cut-in No,llff1+f 111{i i}iif 11}}114 #40 4tt1 #/WiryW r ' ��ne�f,4l,fflff4 +tofl,tli4lf14ti1444f,fff 1fi414o4111ffif/44fflNitllf4lH*4411IH11444 N4f l4f1f444+itilt#}fifft4tiito41111111 N4114}4f41f t,f4lfif}1}41t14lt,tt t„ fit• + CDf Location}4t111iifffif4f4ff4lllf ff 4Nlifttf4t1141ff114�}ttitlN1u1t1},flttffttl,tff}fit}Igfftulti4flff44,iflf1,11/4Nt4t 14fti,f ifffllii,411f oftl,itififfftlff, 4414 T& Jew A aP4 InstallationConsisting of, toot,to i tt 061t16041H/44 Ito ftti 604i tt too i t i Mi4 off of of t off t ltlit 1111ifill,41#41011+}}ttiittt}tti tttif4itt/fm Witt off 4Nttlft}}f1 114t/4}44fo„filfolftiiff441f4fotfoliif4lfiif,+f t4iMf4f lfiffif4 q1/f44if 4fftf44►4f+11 Nitlil11i1titf,fill ifitllioi41/flitif41l+}lt4l411olfftt11ff4tfoflio414l,offiif Niflt41f4lit, 11144,11111f ifiiofffoiii Mfffllfifif Iii 44fl4ff4fif}+}�I/}fj}w)},fill fIIi441oof 44tt1ltllll�,Ill+to4441}Ifo,lfft+fillliit4ftifioff 1,iiilllliff l++f++!l4ioof iii oolft,if,1,l4++f i,111o4foof!l111 5 Installed By,,,,#,,, iff,i fi„llif,f6111 ++ IfiiffiiN,f,fit,f4lfi,f,Itii!!f4„fl44t4 i+}++f+off ltofN 1C1 No# l++i+i iifi441fi000 111fNif}o+1H1if1f11„f111+, The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled; - This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations, application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of makin inspections at any time, and if its rules are violated, the Company shall have the right t r ke thi c ificate DateMo7elforb. 44144fiilflfftif lltf INSPECTOR ,1+411!#lilt�it4tti111tiiflf see mellfi}fffilto,i000f!!•111ti,f 11444ff ifitiif44ii1lflfflhfll#, Member N.EF.A1, IrA}E}t4 Town of Queensbury Fire Marshal's Office �10 742!Bay Road Queenst ury, NY 12804 Phone (518) 761-8205 ; Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received. Permit# A0 J' INSPECTION ON; z (l) r� r Name: �+ ��� AM PM ANYTIME Location. APPROVED N rA YES NO COMMENTS EXITS - AISLE WIDTHS EXIT SIGNS-NORMAL _ BATTERY FIRE EXTINGUISHERS LIGHTING EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM _ FIRE SUPPRESSION SYSTEM--- HOOD INSTALLATION -� INTERIOR FINISHES STORAGE -� - COMPRESSED GAS! CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN � CHIMNEY ' MASONRY ROUGH IN FINAL _ FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGHIN / FINAL VENTED GAS —_ APPLIANCE ROUGH IN FINAL FIREPLACE - - L --- MASONRY _ DOUGH IN - OK THIS GATE OK FOR FO OT OK FINAL FIREPLACE ----- __ -- FACTORY BUILT ROUGH IN - - � INSPECTED FINAL �7 COMDFVICHRISJAAfORDILETTER.S20OI/FIREMARSHALINSPECTIONREPORT1102 -I WHITE-BUILDING DEPARTMENT COPY YELLOW--OCCUPANT COPY i W H� U a z z a H ks� 000, �W �' aAc� � ] � • ]a °� can aMOON z wl a ,� ZZO .. wW�>+ z4 w aw4z r H c"W z 0CD i tz ' z`0r0 z i 0z z i 9) z w ,� z w z U PH— w w � W z H z t� W 4 \ -4 A w a 44 ] a H 0 a w x a u a 0 W z4 0 a W A H H W a H 0 a H ( A M H W H x H H rz a m w N z w aaa aw a a acn a H j p0 H w a N a 0 0 w x x a 0 W z ] u 0 a H H U H a a 0 I -' o ► 00 H 9 U � u a H U 0 H ] z z w H z Vt U W r� u w " N z w H E+ N W w r� x cn a A A A E+ w W _ > a04 z vow 0 a u, 0 x 9 0 Z H a w � i~ H a a a a � " rR z NH u > H a 0 Z 0 0 4 a a a ] H 0 �+ t7 p �m z 0 0 0 H 0 0 w � 0 0 0 p � 9 4 4 w N H O z9 W H z H z w H a A A z A A N 0 U U U H a z A H ix H W A a x H H H H a a 0 H w w W w H 0 W H 0 z W U W W H U a H A 0 E+ A 0 0 H 0 H w H H z z z z a Q0 a 0 z x a 0 W w a 0 z H H w H X X a �, 4 d H x z4QP Ua xa. wwH0 U wwa xxi 0 C. /. xaxnruue� - "loon Ave i t r SITE LOCATION MAP "� SCALE: 1" = 2,000' THE APPLICATION IS HEREBY APPROVED IN ACCORDANCE WITH THE RESOLUTION PREPARED BY STAFF AND IS SUBJECT TO THE FOLLOWING CONDITIONS: 1.) THE APPLICANT WILL RECEIVE A FINAL SIGNOFF BY C.T. MALE OR THE TOWN ENGINEER. 2.) THE APPLICANT WILL RECEIVE A FINAL SIGNOFF BY THE TOWN'S WASTEWATER DEPARTMENT, IN PARTICULAR WE'RE ASKING MIKE SHAW TO ADDRESS THE PLANNING BOARD'S CONCERN OVER THE OIL WATER SEPARATOR. 3.) WE WOULD ALSO LIKE THE TOWN BOARD TO TAKE A HARD LOOK AT THE POTENTIAL NEED FOR AN OIL WATER SEPARATOR WITH THIS AUTOMOTIVE ENTERPRISE. 4.) CUT SHEETS WILL BE PROVIDED TO THE PLANNING DEPARTMENT FOR ALL WALL MOUNTED LIGHTS, AND THAT ALL LIGHTING BE DOWNCAST WITH FULL CUTOFF AND FLAT LENS FIXTURES. 5.) THE TWO RECTANGULAR AREAS LOCATED ON THE SOUTH SIDE OF THE PROPOSED BUILDING, AND THE RAMP FOR HANDICAP ACCESS, WILL BE LANDSCAPED WITH AT LEAST TWO MAPLE TREES AND A VARIETY OF SHRUBS AND BUSH TYPE PLANTS TO INFILL A MINIMUM OF 25X OF THE IDENTIFIED ABOVE. THE REMAINING AREA WILL BE EITHER LAWN OR BARK MULCH. i ZONING ADMINISTRATOR TOWN OF QUEENSBURY LEGEND �25 EXISTING CONTOUR 2 PROPOSED CONTOUR SEWAGE DISPOSAL CONNECTION TO MUNICIPAL SYSTEM WATER SUPPLY: CONNECTION TO MUNICIPAL SYSTEM DATE SITE DEVELOPMENT DATA ZONING CLASSFIC1 MON: HC-Oir �� / TYPE EXISTING SO. FT. PROPOSED ADDITION SQ. FT. TOTAL SO. FT. A BUILDING FOOTPRINT 0 13,140 13,140 B. DETACHED GARAGE 0 0 0 C. ACCESSORY STRUCTURE 80 0 80 D. PAVED, GRAVEL OR OTHER HARD SURFACED AREAS 100,907 123,900 APPROVED) 28.229 129,136 0 0 0 F. OTHER (CMOMO 0 1,992 1,992 100,987 43.361 144,348 PARCFL AREA 303,395 0 303,395 33.3 X 14.3X 47.6X SETBACK REQUIREMENTS REQUIRED EXISTING PROPOSED FRONT 1 50 FT, N/A 272 FT. FRONT 2 N/A Na NA SHORELINE N/A N/A N/A SIDE YARD 1 25 FT. NA 228 FT. SIDE YARD 2 25 FT. NM 168 FT. REAR YARD 1 25 FT. N/A 133 FT. REAR YARD 2) N/A N/A NA BUFFER TRAVEL CORRIDOR B B B HEIGHT PERMEABILITY >30% 66.7X 52.4% SIGN SETBACK 25 FT. N >25 UNDEVELOPED OPEN SPACE a ti LANDS N/F OF "BARRETT AUTO SALES E O P 322 - 322 ------------ BMW VEGETATION l TO REMAIN 36 / X323.5 2 \ \ RIP -RAP SHALE I ' PROPOSED EDGE \ I OF PAVEMENT REFUSE - 1 N \ 22 \ X323.1 X324.1 \ \ \� \\ 319.5 (LP) PROPOSED ASPHALT z � \ ' \ FES INV. VEMENT \ 320.5 \ X W/ P-RAP 326.3 25.4 319.5 (LP) X X324.2 26.3 (FF7 3 Z \ \ 326. SERVICE 26.3 \' \ 319.5 (LP) PROPOSED �, \\ X 13,140 SF \ e _ .3A ----- - - AUIQ_ _SIFA- 325.8 �a ". --- ---- - AND S ERV E (BC) x32S.4 FES INV. 320.5I-o% 1 EXISTING 12" OUTLET PIPE G- V. RAISE EXISTING CB. TF. NEW TF - 322.0 EXISTING 12" INV.-317.6 NMZq EMERGENCY OVERFLOW SWALE W/ RIP -RAP ELEV. 322.5 \\ R P��l FM 0 o\ DUPLEX '� \� �� PUMP PIT TTT 'p,\ \\ \ N `\ N -13 \M LANDS N/F OF \, "LEROY HOLDING CO." \ \ WtZ 36'" CMP lNV.=316.1 321 G. 3:1 E.O.P. HYDRANT do G.V. 10' MIN DIMENSION BETWEEN SEWER TF 3I24.8 SERVICE LINE AND WATER LINE. 1 S" INV.- 321.4 - L. P i 0 BUILD G - 126.3 (FF) SHOWROOM j dOMENZEN/m, al -mom 1�- EXISTING ASPHALT PAVEMENT iw-fORCE-MAIM - `6 L.P. `\�_ 324 321 322 �_. NM 42 -- - ---- t R.S. 327 T. P - 322 ; G. V. E.O. P. FM TO BE INSULATEQ_.AND ' INSTALLED WITHIN A CARRIER PIPE OLF-SDR11) 323 ----- _ NG MH 12 _ 0- C.B. --?3 CONNECTION TO THE MUNICIPAL WATER SYSTEM TO BE PERMITTED O APPROXIMATE N �19.2 FOR 46 BY AND IN COMPLIANCE WITH THE M.H. 8" PIPES FM PIPING STANDARD OF THE TOWN OF TO I DE A DROP PIPING QUEENSBURY WATER DEPARTMENT. ASSEM Y WITH DISCHARGE 323 VISTING CHANNEL F SITE STATISTICS EXISTING ZONING HC-1A HIGHWAY COMMERCIAL INTENSIVE PARCEL AREA 6.965 ACRES BUILDING AREA 13,140 SF. FLOOR AREA RATIO 4.3% ALLOWABLE FLOOR AREA 30% OR 91,019 SF PARKING REQUIRED 1 /200 SF OF FLOOR AREA 13,140/200 = 66 SPACES 1 /600 SF OF SERVICE AREA 5,760/600 = 10 SPACES PROPOSED PARKING 77 SPACES FOR CUSTOMER AND SERVICE PARKING AUTO DISPLAY AREA GREEN SPACE MIN. BUILDING SETBACK FRONT YARD SIDE YARD REAR YARD PROPOSED ASPHALT PAVEMENT \ I I t 9'x 1 W TYPICAL PARKING STALL II I DIMENSION. I PROPOSED 24'x O3' CANOPY WITH DRIVING LANE BELOW. a 0 W O N/ c) ^N APPROXIMATE PROPERTY BOUNDARY (SEE NOTE) DESIGNATED AREA TO DISPLAY APPROXIMATELY 200 AUTOS. 52.4% 50 FT. 20 FT. (SUM 50') 25 FT. LANDS N/F OF "QUAKER ROAD CAR WASH" LANDS N/F OF Q "QUAKER ROAD CAR WASH" 2 A I R I + i I7gST1 SITE LANDSCAPING BY QUEENSBURY 8 nFICATION COMMITTEE 2 AP (5-7-01) SHED E.P. I 0 - - - - - - - - - - - - - METAL GA + ( HI H) O M. P. 326 P. O (5 HI + O O -H- 326 - � �'H' N 45 DIX AVENUE CONNECTION TO THE MUNICIPAL SEWER SYSTEM TO BE PERMITTED BY AND IN COMPLIANCE WITH THE STANDARDS OF THE TOWN OF QUEENSBURY WASTEWATER DEPT. II � I � I � N CERTIFICATION: I HEREBY CERTIFY THAT THIS PLAN IS THE DETAILED SITE PLAN (SP 44-03) WITH THE DESIGNED BUILDING LOCATION AS APPROVED BY TOWN OF QUEENSBURY PLANNING BOARD RESOLUTION, DATED SEPTEMBER 23, 2003. SUBSEQUENT UTILITY CONNECTION REVISIONS HAVE BEEN MADE AS NOTED. THIS CERTIFICATION IS MADE TO 1) GLENS FALLS NATIONAL BANK AND TRUST COMPANY �.StiOI �gk'jo 2) FIDELITY NATIONAL TITLE INSURANCE COMPANY 3) LONG RIFLE ENTERPRISES INC.. 077361 �OFESSIOA P� S J. MacELROY, P.E. NYS PE LICENSE # 077367 � 3 E. O. P. 1.) PROPERTY BOUNDARY INFORMATION IS BASED t( BENCHMARK: ON PLOT OF RECORDED DEED INFORMATION NYNEX CUT AT H O A NYNEXV (WARREN CO. BOOK OF DEEDS 1210 PAGE 6 ON FIRE HYD. 277) MATCHED WITH FIELD EVIDENCE. ELEV. =329.20 - 2.) COPIES FROM THE ORIGINAL OF THIS DETAILED SITE PLAN NOT MARKED WITH THE PROFESSIONAL ENGINEER'S STAMP AND ORIGINAL SIGNATURE SHALL NOT BE CONSIDERED A VALID TRUE COPY. r- xco I IN x0 ma ri �02 I r i �+ o w r' Zh W� JNZ �-i � W �N� f4 Z W E4 Z W N Q4 -j IL ' W r0 w Z�� coz x ygig % W oC a w a Z 12IL d a �w a � � w ', p i w �D a LL. °Z w Wv Z � w 0 c� Z z o 1- a E-4 w Z >z w Z o ZC z �1 0 Ei W OC W w � LW 0 m 0 W Q N �p, (Z0 off) 0 Z o& Ell 11, 0 93 ft Ig� got I? $ sa 20 z 0 OF Z 0 H- O .. O -� -4- 0 !r z Q 0 Z Z J 0 O J W W ^ ., Z !r O tr O I X a U a (U O In 4 0 O cu m ti c d 0 vc ew H w a a J W y / > a l7 H H U W O a Fi W f- W J x a / N 4- u 0) 0 a / J U 0 U Commercial Final Inspection.Report Office No.: (518)761-$256 Date Inspection rWeQueensbury Building&Code Enforcement Arrive: aDepart:` a m742 Bay Roa Queensbury,NY 12804 Inspector's Ini a NAME: pt PERMI #: LOCATION: DAT . COMMENTS: YJ N NA Chimne /"B"Vent/Direct Vent Location V Plumbing Vent Through Roof 6"/Roof Complete / Exterior Finish Grade Complete 6"in 10' or Equivalent V, tc-1 tenor. Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" —�-- Vestibules For Exit doors>3000 s . ft. —L`�� ��Zf� [ All Doors 36 in.w/Lever Handles/Panic Hardware,if re aired Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Fluor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water 7Cemp.110 Degrees Maximum Boiler/Furnace Enclosure 1 Im or Fire Extinguishing System C �, Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil•Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 1/Z doors > 10%> 1000 s . ft. t1J C C)�A V)Ue7\ �K 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire. Dampers/Fire Doors Ceiling Fire Stopping, 3,000 s .ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24"• Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/ToiletsL Handicapped Bath/Parking Lot Si na e � Public Toilet Room Handicapped Accessible y �\ `, Handicapped Service Counters, 34 in., Checkout 36" — Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certificate J _ As-built Septic System Layout Required or On File1, Building Number or Tenant Address on Building or Dn Water Fountain or Cooler �C 60 Building Access All Sides by 20' /Driveable Surface 20'wide Oka To Issue em or Pernrlanent /0.1 Okay To Issue C/C Last printed 6/3/2003 9:27 AML:1PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire M�rshalls Office low 742 Say Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 74]5-4437 Fire Marshal's Inspection Report Request 06 SCHEDULE Received: —Permit# INSPECTION ON: 0�z f Name: AM ANYTIME Location: (L APPROVED r N/A YES NO COMMENTS EXITS A IS LISLEWIDTHS EXIT SIGNS_NORMAL PA '70 4 fla3. dal- 5 'j4 vlO+ BATTERY` EMERGENCY LIGHTING (wivej PM oi L FIRE EXTINGUISHERS FIRE—ALARM SYSTEM FIRE-i-P—PJNKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION HVM,1 dvtc+ 5moo INTERIOR FINISHES STORAGE M Lt 4 be C0ijAe,4J 0-4-0 COMPRESSED GAS CLEARANCE�—TOSPRINKLE@S�i CLEARANCE TO HEATING I UNITS CLEARANCE-'f0---ELE`CTRlC-AL REQUIREDSJGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN —d—HIMNE—Y—'--" FINAL FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGHIN FINAL OK THIS DATE OK OR CO NOT OK FIREPLACE <-V FACTORY BUILT ROUGH IN :l.A�zv-lxll'f IMPECTED BY FINAL COMIDEV/CHRISJIWORDILETTERS200I/FIREMARSHALIN )R 11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.:' (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay 5 Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT LOCATION: DATE: J COMMENTS: Y N NA Chimney/"B"Vent Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 1111 Vestibules For Exit doors>3000 sq. ft. All Doors 36 in,w/Lever Handles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap I Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure I hn or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I V2doors >10%> 1000 sq.ft 3/4Hour Corridor Doors&Closers Firewalls Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site/Variance required anal Survey,New Structure/Flood Plain certification,if req. 1L- poa;o As-built Se tic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 201 wide Okay To Issue Temp. or Permanent C/O May To Issue C/C ciPWAk Last printed 6/3/2003 9:27 ArVM:\PamW\BuJld1ng&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Road X../ Queensbury, NY 12804 } Prone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request 03 SCHEDULE Received; _Permit# INSPECTION ON: q- Name: �.��?�AM PM ANYTIME Location. KP-P V0j N/A YES NO COMMENTS EXITS ----_ _ - AISLE WIDTHS EXIT SIGNS--NORMAL -BATTERY EMERGENCY LIGHTING — 6 s FIRE.EXTINGUISHERS FIRE ALARM SYSTEM _ _ r t FIRE SPRINKLER SYSTEM _ `� ��� (Oa�(2 FIRE SUPPRESSION SYSTEM HOOD INSTALLATION _ INTERIOR FINISHES STORAGE ;y r COMPRESSED GAST051 � � Film CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO GN ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN_ MAXIMUM OCCUPANCY SIGN ��� law CHIMNEY 1 aCi MASONRY ROUGH IN FINAL CHIMNEY - �- FACTORY BUILT ROUGH IN FINAL STOVE ROUGH IN FINAL _ VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE T—- MASONRY ROUGH IN -- -- OK THIS DATE FOR O r NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN SPEC BY FINAL COMDEVtCHRISJIWORDIL.ETTERS20011FIREMARSHALINSPECTiONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Q Office No.: (518)761-8256 Date Ins ection freq i, 1 a Queensbury Building&Code Enforcement Arrive: cc Depart: ti 742 Bay Road,Queensbury,NY 12804 Inspector's Initial T 0 NAMEG;�\] PERMIT LOCATION:n< DATE: COMMENTS: Y N NA Chimney/"B"Vent Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade C2mplete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.-38 in./Step Risers 711/Treads 11" Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/Lever Handles/Panic Hardware,jLEequircd Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure I hr. or Fire Extinguishing System V/ Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site z Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I 1/2doors > 10%> 1000$q.ft. C�v �<6 Y- 1/411our Corridor Doors&Closers _7Z Firewalls Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors V-' &C- f Ceiling Fire Stopping, 3,000 sq ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathrooggqrab Bars/Sinks/Toilets Handicapped Bath 2 _--t-9i�na e> 01 Public Toilet Room HandicapprdAccessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. j As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Acce$%-USides by 20' /Driveable Surface 201 wide Oka y To Is 6 I e_Temp)or Permanent C/o 1 Okay To Iss - Last printed 6/3/2003 9:27 AML:\PanxW\Building&Codes\Commercial Final Inspection Report.doc BUTLERBUTLER MANUFACTURING COMPANY Northeast Region 400 North Weaber Street Annville, Pennsylvania 17003 Phone: (717)867-3201 Engineering (717)867-4651 Manufacturing (717)867-4606 Sales October 23, 2003 -Rob Holbrook V & H Construction 22 Sullivan Way Fort Edward, NY 12804 90'X1461xl8l -41 MRDS .375:12 251x 831x181 -4" .375:12 Gravey Hyundai Queensbury, NY BMC Order Nos, 1096'87 Builder Order No. gog To Whom It May Concern: Please accept this letter as our certification that the Butler components of the subject building are designed in accordance with the 1989 Edition of the RISC Specification for the Design, Fabrication and Erection of Structural Steel and the 1996 Edition of the AISI Specification for the Design of Cold-Formed Steel Structural M'embers. The"'basic loads of the subject building meet or exceed --the County Climatic Data as published in the 2002 edition of the MBMA Low Rise Buildings System Manual. The governing design code is the Building Code of New York State, N* effective January 1, 2003. The following loads are applied in accordance with the governing code: Dead Load 2.70 psf + Frame Weight Collateral Load -5.00 psf Roof Live Load 0-200 sf. Trib. Area 20 psf 200-600 sf. Trib. Area 1,6 psf Ground Snow Over 600 sf. Trib. Area 12 psf 70.00 psf Exposure of Roof Partially Exposed Roof Thermal Condition Normal(heated) Rain on Snow Load 0.0 psf Roof Snow Load 49.00 psf Wind Speed 90 mph Wind Exposure B Ss 36% S1 11 P6 Category Use GENERAL USE Collateral load is included with snow load in determining critical stresses. The building system is designed for a drifting snow load applied in accordance with the Low Rise Building Systems Manual which meets or exceeds the governing code. Load combinations are in accordance with the governing code. fif WK—A CERTIFIED FOR METAL BUILDING DESIGN AND MANUFACTURING ASSOCIATION FABRICATION Page 2. . . BMC Order No. 109687 These Butler components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements. The design of this building for wind load assumes that doors not supplied by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of material not furnished by Butler Manufacturing Company. The design of this building was performed in one or more of Butler Manufacturing Company's facilities located in Annville, PA, Birmingham, AL, Burlington, ONT, Galesburg, IL, Kansas City, MO, Laurinburg, NC, San Marcos, TX and Visalia, CA. This building is produced in one or more Butler Mfg. Company's facilities located in Annville, PA, Birmingham, AL, Galesburg, IL, Laurinburg, NC', San Marcos, TX, and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction. Car . lly Yours, OFNIFtV David J. Grossweiler, P 107" GRO'9" 0 Project Engineer Northeast Region M CC DJG1sls LU UJ cc: Order File fipA 07969A P.-SS1 0;bt 21 2003 3:50PM HP LRSERJET 3330 P. 2 ` SEISMIC REVIEW SUMMARY PROJECT: CV ZV6'/ VyUmc Nt LOCATION: Qu¢u� v2y , ,ly ZIP CODE: 17 aOLf ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) C,� Section 1615.1.1 316 S.(short period) yp Figure 1615.(1) 318 S, (1 second period) I ! `�o Figure 1615(2) 319 Fa(site coeffkient-short) I. Table 1615.1.2(1) 320 F„(site ooef`lcient-1 sec) 2,S(10 Table 1615.1.2{2} 320 S"(short period adjusted) S2-76 Equation 16-18 317 Sm4 (1 Sec. period adjusted) 2 % Equation 16-17 317 S„e(short period) Equation 16-18 320 So, (! sec. period) . 173 Equation 16-19 324 Seismic Use Group Table 1604.5 287 Seismic Design Category(short period) Table 1616.3{1} 324 , Seismic Design Category Table 1616.3{2} 324 (i sec. period). SEISMIC DESIGN CATEGORY This category determines the (most severeofabove two) �. design analysis and whether MEP • systems must be braced, Analysis Procedure Used WIVOOL 1wr —OAAZ Force 56crtc,4 j(P11 4i Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 8 345 Mechanical Plumbing Section 1621.1.6 347 Electrical ditto 347ditto 347 �Y JAM go 10 of 10 s41 1a: �R'0fi6'SS1Q'��� 00A,1 Town of Queensbury W6 - Fire Marshal's Office low 742 Bay Road Queensbury, NY 12804 Phone(518) 761-8205 Fax(518) 7]45-4437 Fire Marshal's Inspection Report Request Received; Permit# 40� SCHEDULE INSPECTION ON: Name: P\JIAI} al 1 :00 AM C! ANYT]IMEM TIME Location: A- Nj)e ---- � -APPROVED N/A YX§ NO COMMENTS EXITSAN AISLE WIDTHS --EX-IT—SIGNS-NORMAL iv P BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS A�e 401-110fdU FIRE ALARM SYSTEM ej 50 FIRE SPRINKLER SYSTEM 03 FIRE SUPPRESSION SYSTEM HOOD INSTALLATION 'W', INTERIOR FINISHES STORAGE - (I COMPRESSED iDA§— x amd btako p"�6 0�t# d4eL-7f J '*4 CLEARANCE TO SPRINKLERS I I CLEARANCE TO HEATING 600 I /.�, COAAFIOM f x UNITS CLEARANCE-'f0-1f-LEGTRId-A-L REQUIRED SIGNAGE r 1y' jl� t V I j pt �� --EM—ERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY A) 0^j MASONRY ROUGH IN CHIMNEY --- FINAL ttf�j 10 CLVO/a FACTORY BUILT ROUGH IN W4540--D -- FINAL P,6f F-17AIV-J, CV6e it a 40)1 STOVE ROUGH IN FINAL ?fo VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE OTOK MASONRY ROUGH IN OK THIS DATE QKFORCO FINAL 4-7 A1c��A FIREPLACE �1 FACTORY BUILT ROUGH IN INSPECTED BY FINAL J COMDEVICHRIAL.011 PTTERS20011FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection re nV est re ved: �p Inspection e Queensbury Building&Code Enforcement Arrive: pin epart: V-- axle 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PE LOCATION: DA 13—C>L4 COMMENTS: Y �N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Co!pplete 6"in 10' or Equivalent_ Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 711/Treads 117 Vestibules For Exit doors>3 000 sg.ft. All Doors 36 in.-w/Lever Handles/Panic Hardware,if required V/ Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed&ReElator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure I hi.-. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2doors >10%> 1000 sq.ft. 1/4Hour Corridor Doors&Closers Firewalls Fire Separation,2 Hour,3 Hour Complete/Fire I - 6 Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed V � 1jan Jag d Bathroom Grab Bars/Sinks Toilets Ia ppe lcVyeiBat iaofsigna, Ir n(f -U- Publlcoil�om Icappe Accessible Handicapped Service Counters, 34 in., CheckQut 36" Handica ed Ramp/qaedlarjr,�o �uo2 1 .-M�y� Active Listening System and Signage Assembly Space, Final Electrical 'Slv Site Plan/Variance required Final Survey,New Structure/Flood Plain certiflcation,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Dn*veway. Water Fountain or(Coo:le�—r Building Access All Sides by 20' /Driveable Surface 201 wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Rough Plumbing 1 Insulation Inspection Report Office No. (518)761-8256 Date Inspection reques ec ive Queensbury Building&Code Enforcement Arrive: p art: a, 742 Bay Road, Queensbury,NY 12804 Inspector's Init Is: NAME: PERMIT #: (33—fle/ LOCATION:— A-C INSP T ON: `3 /c;4/0 �6 TYPE OF STRUCTURE: N N/A PVC: R-1,R-2,R-3,R-4 Drain I Vents Cast Iron, Copper Drain/Vent/Comm. Plum en Vents in Place ou gh Plumbing Nail Plates 0,N Y1/2—hrrh-ff 0-.-Drain Size ell Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial t-' ID Cooper, CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check VZOOENk- Pro per Vent, Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueNeiningway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repott.doc November l7,2003 Framing/Firestopping Inspection Report -.,e No. (518) 761-8256 Date Inspection requ e eiv 04 Queensbury Building&Code Enforcement Arrive: —a r D V1 L?'. ..4a 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initialss : NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS rramirIg r Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 V2 (w).1.6 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side Y2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Suellemingway\Building.Codes.Inspectic)n.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: �t�am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT 3 LOCATION: / DATE: CONLMENTS: Y N NA Chimne /"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s .ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if re uired Exits At Grade Or Platform 36(w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.I10 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 IZ doors >10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers Firewalls l Fire Separation, 2 Hour, 3 Hour Complete/Fire Dam ers 1 Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible �� Handicapped Service Counters, 34 in., Checkout 36" ��. G�� J t Handicapped Ram /Handrails Continuous/12 in.Beyond fj / Active Listening System and Signage Assembly Space. Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm [A Depart: -J a V 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: C�--eeA=�S PERMIT#: LOCATION: 4:�,-7Q \-�,V An�-4� DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in,Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 711/Treads 1111 Vestibules For Exit doors>3000 sq. ft. All Doors 36 in,w/Lever.Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18" Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 V2doors- CCU ' > 10%>1000 sq. ft. 1/4 Hour Corridor Doors&Closers Firewalls Fire Separation,2 Hour, 3 Hour Comp lete/Fire Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame OPP— Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required wo� Final Survey,New Structure/Flood Plain certification,if reg. welly '011fA-0—k As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 201 wide /r Okay To Issue Temp. or Permanent C/O V I Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Build1ng&Codes\Commercial Final Inspection Report.doc Foundation Inspection Report n�q Office No. (518)761-8256 Date Inspection reque re eiv Queensbury Building&Code Enforcement Arrive: a m epart: a m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia : NAME: 1� P RMIT#: LOCATION: SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings c � Piers Mono is Slab ��� 5' forcement in Place The contractor is responsible for providing protection from freezing Cam' for 48 hours following the placement o the concrete. Materials for this pur pose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueliemingway\Building.Codes.InspectionYORMSToundation Inspection Report doc January 28,2003 S Rough Plumbing/ Insulation Inspection Report f� g g Office No. (518) 761-8256 Date Ins ection r u received: Queensbury Building&Code Enforcement Arrive: ' %1 cDe 6� a n 742 Bay Road, Queensbuiy,NY 12804 Inspectors Init'a . NAME: �('V`-2- PEST#: 0C)S -- 1 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A. PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates or He or Air Supply Test Drain and Vents _ 5 PSI or 10 ft. above highest �2 VI Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly CON MEN'TS: L:\SueIlemingway\I3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 C)-�O Y%`1- Foundation Inspection Report Office No. (518)761-8256 Date Inspection requ c jcq 3 1c)Ll Queensbury Building&Code Enforcement Arrive: 1,p a pm/j �e Depart� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial . 6621 NAME: RMIT#: c2M 3p�)S?/ LOCATION: 9-6�-7 0 r INS ECT ON: TYPE OF STRUCTURE: t Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation./Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval <-Plu—m-bing nder PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHen-dngway\Building.Codes.Inspectioii.FORMS\Foundation Inspection Report.doc January 28,2003 Dough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request r Iv Queensbury Building& Code Enforcement Arrive: : ' a part: 742 Bay Road, Queensbury,NY 12804 Inspector's Initia r NAME: at��02w PERMIT #: �r � LOCATION: INSPECT ON: . l 3 TYPE OF STRUCTURIV Y N N/A PVC: R-1,R-2,R-3,R4 ain/Vents Cast Iron,Copper Drain/Vent/ Comm. Plumbing Vent/Vents in Place' _ umliin 1 2 inch mm.Drainn Size Washing Machine Drain 2 inch min. Head Air Supply Test y,D M0\0 q kz�i>I) Drain and Vents PSI Dr 10 feet above hi est connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and Two-Famil Insulation/Residential Check/ Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L.\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing insulation Report.doc ?November 17,2003 AJ /"A- Foundation Inspection Report Office No. (518)761-8256 Date Inspection r c e Queensbury Building&Code Enforcement Arrive: Depart: �Aaml 742 Bay Rd., Queensbury,NY 12804 Inspector's Ihn" I .P R VM1 T#: NAME: tq LOCATION: 26 T Vt INSPECT ON: 1. TYPE OF STRUCTURE: - Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Darapproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab -dBackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation InsulatidiyInteriop?Exterior R-_�co I -Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.dor, January 28,2003 'Z- Foundation Inspection Report Office No. (518)761-8256 Date Iris ectio,�Yeques recei ed: Queensbury Building&Code Enforcement Arrive: ", a 9J%11epart: a in 742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Initials: NAME: 1, ��� PE IT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A ootings 1 Nj' Piers I _, A Q Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this ppMose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 of or wet ar as under slab 'P' uiy in Undar Slay ,", P C/ ' t/Co pell�j�suid` un Fon riot/Exterior f Rough Grade ch drop within 10 ft. L:\SueHemingway\Building.Codes.Tnspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque44ce* Queensbury Building&Code Enforcement Arrive: a PM Depart: m/ Tilt/ 742 Bay Rd., Queensbuiy,NY 12804 . Inspector's Initi 1S' Ile NAME: P(RMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments r\ Y N N/A Ots g Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper F datkion Insulation erior xterior 'L 13k, M r ior �R _JZ ;eA 4 Rough Grade 6 inch drop within I OTt. L:\SueHemingway\Building.Codes.Inspection.FOP,MS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Insp coon request received: Queensbury Building&Code Enforcement Arrive: 5 J am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: '; I► r NAME: PERMIT#: LOCATION: , INSPECT ON: TYPE OF STRUCTURE: Comments f Y N N/A tzngs Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior / R- Rough Grade 6 inch drop within 10 ft. LASucHemingway\Building.Codes.InspectionYORMSToundation Inspection ReporLdoc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection reqFIT#: Queensbury Building&Code Enforcement Arrive: �r - aepart a m 742 Bay Rd., Queensbury,NY 12804 Inspector s Initial NAME: -�- `` LOCATION: INSPECT ON: TYPE OF STRUCTURE: �Com Znts `'3 Y N N/A Footings ) Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing-Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\5ueHemingway\Buitding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 4 Z_ C Foundation Inspection Report Office No. (518)761-8256 Date Inspection request ve Queensbury Building&Code Enforcement Arrive: a epart: _I 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial in request ,,,,ve— m/ NAME: 'PERMIT#: FR LOCATION: INSPECT ON: o. TYPE OF STRUCTURE: Comment Y N N/A Xotings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place RLL Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\FoundationlnspecdonReport.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection request ived: Ah 3 Queensbury Building&Code Enforcement Arrive: V-LW410)a Depart A anCm 742 Bay Rd.,Queensbury,NY 12804, Inspector's Initia NAME: E 3 ..oj 2n� — #: n / LOCATION: I- A�57)����INSPECT ONT. 1 - - TYPE OF STRUCTURE: Conunents Y N N/A Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under-slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHerningway\Building.Codes.hispection.FORMS\Foundation Inspection Report.doc January 28,2603 Foundation Inspection Report Office No. (51'8) 761-8256 Date Inspection reque r cewe ! Queensbury Building&Code Enforcement Arrive: am/ in Depart: _ amf 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. _ NAME: A 2,,3 ``� -� 1, t ERMIT — LOCATION: -z � _+�Q INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings 1 Piers Monolithic Slab Reinforcement in-Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. -Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval a Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Suei-Iemingway\Building.Codes.Inspection.FORMS\rioundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque ecei i Queensbury Building&Code Enforcement Arrive: a epart: a pry in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: IT#: 6D 3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footin Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. l k f oundation/Wallpour (` I -- �- -- Reinforcement in Place Foundation Dampproofing � Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump. Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASuellemingway\Building.Codes.InspectionTOR.MSToundation Inspection Report doc January 28,2003 Foundation Inspection Report Office Na. (518)761-8256 Date Inspection reques 43 Queensbury Building&Code Enforcement Arrive: Nou a epart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: IT# LOCATION: SPECT 0 W3 TYPE OF STRUCTURE: Cominent Y eN N/A D �� -5 �5 -Tro-otings v ) Iers S P,u Monolithic Slab Reinforcement in Place 03 The contractor is responsible for K-3 providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofirig/Waterproofing Footing Drain Daylight or Sump, Footing Drain Stone: 12 inch width 6 inches above footing 6 mil of for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SucHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28,2003 DRAFT COPY (3/21/03) CHECKLIST NYS BUILDINGICODE (BC) Building: NYS FIRE CODE (FC) V NYS PLUMBING CODE (PC) Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: NYS ENERGY CODE (ECC) Reviewer: Publication Date: May 2002 COMMERCIAL & MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 I 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 - 17 5 Type of Construction BC-Table 601 81 2B 6 No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75' RLife) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown NA= Not Applicable Note: Non-separated occupancies impose the most restrictive requirements JAM. Page 1 of 10 g w No. - Topic Code Page Required Actual Section No. or Allowed 9. Helghts & Building Areas Maximum Tabular Area BC-Table 503 ' 72 Maximum Tabular Height BC-Table 503 72 -231 /3/ Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 172 Water Source Site FC-508.1 31 11. Frontage&-Sprinkler Credits Area Modifications (calc.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary.- Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit . " BC-506.3 75 .Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Fir. x No. of Stories up to 3'maximum) 13. Fire Apparatus Road FC-503.1 29 (150` rule) �, ,�. FCC 508".5- 31 14. Exterior Walls Distance Separation* . BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 .87 Parapets BC-704A 1 88 Exterior Wall Coverings' BC-Table 1405.2 -257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible 'Distance separations are doubled if fire fighting water is not available (FGZ08.1.3). . NOTES; JAM Page 2 of 10 No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 pis Mixed Occupancy BC-Table 302.3.3 19n Control Areas BC-414.2- - 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 T 44 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 it L Smoke Barriers BC-709 96v, Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 - Draft Stopping BC-716.3 108 16. Space l tL ces���-J�r�w� 2,C- a0z 25b Min. Rm. Dimensions BC-1207.1 251 ` P' Min. Ceiling Height. BC-1207.2 251 17. Ventilation (Nat.-or Mech.) BC-1202.1 249 18. Light(Nat. or Mech.) BC-1204.1 250 19. Exits lrP,m� !1�� ` � 1o0q,1_�.1 9110 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC.Table1005.2.2 .224 p � Stair Enclosure BC-1005:3.2.. 224j�, Emergency Egress BC-1009.E 235 Distance of Travel BC-Table 1.004.2.4 .220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 `1D- v6- Capacity of Exits (calc.)- BC-Table 1003.2.3 . 202 Corridor Wall Fire Rating 13C-Tablel004.3.2.1 ` 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1 003.3.1.1 208 ` Door Swing 13C-1008.3.1.2 208 Panic Hardware 9C-1003.3.1.9 213 20. Stairs '�� {�' 411 Riser BC-1003.3.3.3. 213 Tread BC-1003.3.3.3` 213 Width BC-1003.3.3.1 ' 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1'003.3.3.6 215 Handrails BC-1 003.3.3.1 1 215. - �a� JAM A0 / �} J} j Page 3 of 10 Pr�i co� �. Q U5 ' ut cr-M �J¢" ram Cv Ij lJs� No Topic Code Page Required Actual Section No. or Allowed 21. Structural SnowLoading--Ground BC Fig 1608.2 296 Snow Loading---Roof(talc.) ASCE 7-98 Drifting Snow BC-1608.7 . 295 Ponding BC-1608.3.5 295 . Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (talc.) BC-1609 297 Roof Walls Windows Seismic Loading (talc.) BC-1614 315 Foundation Depth BC71805.2 398 -22. Interior Finishes BC-Table 803.4 " 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. . Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs -BC-1003:2.11 204 26. HC ACCESS Exempt.Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1.1 07.6.1.1 241 14 #of Dwelling Units- BC-1107.6.2' 241 Toilet Facilities BC-1109.2 244 =-Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage .- Supplemental HC Req'mts Appendix E 081 27. SPECIAL INSPECTIONS BC-17041 . 379 Notes: -ef,41.y4hC'(5 64C cic4 0//C JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment / Central Station Monitoring" FC-901.9 52 l� Sprinkler Systems FC-903 55• Other Exfingushing Syst. FC-904 59 Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems ' - FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC7907.2 66 Fire Alarm Boxes-+ZcWef FC-907.4-1 9'0?•9 72,73 Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety' FC-907.2.12 69 Visible Alarms F.0 Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913. . 85 sen+eti s Fc. 90.3.2r1u. 1 5 , 29.. Plumbing Code Fixture Count PC-Table 403.1 21 I JJII#nc �clJn Jr J J QJUt[e S;.k474 Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605,4 36 Labor Law Art. 10-A UFPBC-904:6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1' 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5*, 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe:Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 -63 Pipe Hangers PG Table 308Z . 17 Air Admittance Valves PC-917 67 Notes: JAM. � . Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. 1 Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire&Smoke Dampers MC-607.5.1 52 Combustion Air . MC-701 55 Confined Spaces—Def. MC-202 5 31. Fuel Gas Code Appliance,Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room-Heaters FGC-620 99 132. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—He' ating ECCC-Table' 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47. HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: 16174� 04�0"Y-- G_ Lla Cr IjImA gov + SNOW JAM 't,)F0%Z�..%tz Page 6 of 10 1'e LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage'Increase: , If= I 00(F/P-0.25)V= Answer in % 30 Note: IF= 75%when 4sides accessible &water available Allowable Area: A.=kbl.+(A bye x ) +L&I")�l Answer in Square Feet t� (BC—Pg. 74) 100 100 2. 'Exit Capacity Calculations (Table,1003.2.3)(BC-Pg. 202) (Occupancy Load for Exit)x (Egress Width per Occupant) (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)& (Eq. 7-2)(pg-70' (ASCE =American Societ,y of Civil Engineers) Pf=01CeCjPq= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in#per SF) C,= Exposure Factor (BC-Table 1608.3.1)(Pg. 297) C,= Thermal Factor (BC Table 1608.3.2)(Pg.297) 1 = Importance Factor (BC-Table 1604.5)(Pg. 287) P,,' = Ground Snow'Load (BC Fig. 1608.2)(Pg. 296) PS = CSPf= Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load C, = Roof Slope Factor (ASCE 7-98)(Pg. 70) 4. Wind loading calculations. .(keforto*Chapter 6.of ASCE 7-98) 5. Seismic Calculations.' (See,page 10 of this list) 6. COMCheck calculations (For verification of compliance with the Energy Code) JAM Page 7 of 10 8. GRADE PLANE: A reference plane representing the.average of finished ground level adjoining the building at exterior walls.Where the finished ground level slopes away from"the exterior walls;the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point,6 feet from the building. 9 MEZZANINE: An intermediate.level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 113rd of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area).. 10.' SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall, floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 1 hr. fire rating): 11. STORY ABOVE GRADE PLANE: Any story having its frnished,floor surface entirely above grade plane, except that a basement shall be considered as a story above grade plane where the finished surface of the floor above the basement is: 1. More than 6 feet above grade plane or 2. More than 6 feet above the finished ground level for more than 50%of the total building perimeter or 3. Mote-than 12 feet above the finished ground level at any point. JAM Page 9 of 10 , Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Data filename:C:\Program Files\Check\COMcheck-EZ\Garvey.cck Section 1: Project Information Project Name: Garvey Hyundai 257 Dix Avenue Queenshury,NY 12804 Designer/Contractor: V&H Construction,Inc. 22 Sullivan Parkway Fort Edward,NY 12828 Document Author: Robert Holbrook Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees 17): 7635 Cooling Degree Days(base 65 degrees F): 366 Building Type Floor Area Retail Sales,Wholesale Showroom 13200 Pro.p* elt Description n(check one): New Construction —Addition Alteration Unconditioned Shell(File Affidavit) Section 3:Requirements Checklist Bldg. Dept. Use, Air Leakage,Component Certification,and Vapor Retarder Requirements 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U;factors labeled as certified. 4. Fireplaces installed with tight fitting non-combustible fireplace doors. 5. Dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed lighting fixtures are sealed or gask&ed. 8. Vapor retarder installed. Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:Non-Wood Joist/Rafter/Truss 13200 35.0 0.0 0.037 0.051 Exterior Wall 1:Metal Wall without Thermal Blocks 6070 30.0 0.0 0.076 0.074 Window 1:Metal Frame,Double Pane with Low-E Clear,SHGC 0.64 720 --- --- 0.610 0.520 Door 1:Glass,Clear,SHGC 0.57 272 --- --- 0.920 0.520 Door 2: Solid 84 --- --- 0.700 0.120 Door 3:Overhead 704 --- --- 0.071 0.120 Exterior Wall 2:Metal Frame, 16" o.c. 750 30.0 0.0 0.111 0.074 Exterior Wall 3:Metal Frame, 16"o.c.. 246 11.0 0.0 0.143 0.074 Floor 1:Unheated Slab-On-Grade,Vertical 4 ft. 472 --- 10.0 --- -- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 0.2%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are'attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. VUAL3 r cipal Envelope De' signer- acne Si attire Date' t t i Permit Number Lighting:and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Data filename:C:\Program Files\Check\COMcheck-EZ\Garvey.cck Section 1: Project Information Project Name: Garvey Hyundai 257 Dix Avenue Queensbury,NY 12804 Designer/Contractor: V&H Construction,Inc. 22 Sullivan Parkway Fort Edward,NY 12828 Document Author: Robert Holbrook Section 2: GeneraI Information Building Use Description by: Whole Building Type Building Type Floor Area Retail Sales,Wholesale Showroom 13200 Pro' ct Description(check one): New Construction _Addition —Alteration —Unconditioned Shell(File Affidavit) Section 3:Requirements Checklist Bldg. C Dept. Use [ ] Interior Lighting 1. i7 Total actual watts must be less than or equal to total allowed watts << Allowed Watts Actual Watts Complies(Y/N) 25080 24496 YES I Exterior Lighting { ] 2. Type(s)of exterior lighting sources: —Fluorescent —Metal Halide —High-Pr.Sodium Exceptions: Specialized signal,directional,and marker lighting;lighting highlighting exterior features of historic buildings;advertising signage;safety or security lighting;low-voltage landscape lighting. Controls,Switching,and Wiring [ ] 1 3. Master switch at entry to hotel/motel guest room. [ ] 1 4. Individual dwelling units separately metered. [ ] 5. Minimum of two switches,dimmer,or occupancy sensor in each space. Exceptions: Only one luminaire in space; Security lighting,24 hour lighting; The area is a corridor,storage,restroom,retail sales area or lobby. [ ] 6. Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft. [ ] ( 7. Photocell/astronomicaI time switch on exterior lights. J Exceptions: Areas requiring lighting during daylight hours r 8. Tandem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-frequency ballasted luminaires not on same switch 9. Transformers meet minimum efficiencies listed in Table 805.6.1 or 86.6.2. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans;specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in,compliance with this Code. Principal Lighting Designer-Name Siffhature Da I Lighting Application Worksheet, New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Buildin T e Area Watts Watts (ft2) ts/ft2) (B x C Retail Sales,Wholesale Showroom 13200 1.9 25080 Total AllowedWat—ts---�25080 Section 2: Actual Lighting Power Calculation A B Fixture Fixture Description C D E F ID Lamps/ #Of Fixture LLM-P Fixture Fixtures— Watt. (D x E) 1 48"T8 32W/Electronic 2 48"T8 32W/Electronic 3 39 96 3744 3 48"T8 32W/Electronic 2 6 64 384 3 66 96 6336 4 Twin Tube 24/26/27W/Electronic 1 5 26 130 5 Metal Halide 1 OOW/Electronic 1 4 100 400 6 Metal Halide 70W/Electronic 7 Metal Halide 150W/Electronic 1 1 -70 70 8 Other/Electronic 1 4 150 600 9 Metal Halide 250W/Electronic 1 12 90 1080 10 48"T8 32W/Electronic 1 4 250 1000 11 96"T8 75W/Electronic 2 18 64 1152 12 96"T8 75W/Electronic 2- 8 150 1200 4 28 300 8400 Total Actual W—afts--�24496 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to.zero,the building complies. Total Allowed Watts= 25080 Total Actual Watts= 24496 Lighting PASSES: Design 2%better than code Project Compliance= 584 Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Data filename:C:\Program Files\ChecklCOMcheck-EZ1Garvey.cck Section 1: Project Information Project Name: Garvey Hyundai 257 Dix Avenue Queensbury,Ny 12804 Designer/Contractor: V&H Construction,Inc. 22 Sullivan Parkway Fort Edward,NY 12828 Document Author: Robert Holbrook Section 2: General Information Building Location(for weather data): Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 366 Project Description(check one): -ZNew Construction —Addition —Alteration —Unconditioned Shell(File Affidavit) Section-3: Mechanical Systems List Quantity System Type&Description HVAC System 2: Heating:Central Furnace,,Gas,Heating Capacity Unknown Cooling:Rooftop Package Unit,Capacity>=240-<760 kBtu/h,Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:RVAC System 2 1- Newly purchased heating equipment meets the heating efficiency requirements 2. Equipment minimum efficiency: - Rooftop Package Unit: 9.3 EER,9,5 IPLV 3. Integrated air economizer required 4. Motorized,automatic shutoff dampers required on exhaust and outdoor air supply openings -Exception: Gravity dampers acceptable in buildings<3 stories -Exception:Gravity dampers acceptable in systems with outside or exhaust air flow rates less than 300 cfm where dampers are interlocked with fan Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Load calculations per 1997 ASHRAE Fundamentals 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception:Multiple units controlled to sequence operation as a function of load [ ] 3. Minimum one temperature control device per system [ J 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls has 5 deg.F deadband -Exception:Thermostats requiring manual changeover between heating and cooling [ ] 6. Automatic Controls:Setback to 55 deg.F(heat)and 85 deg.F(cool);7-day clock, 2-hour occupant override, 10-hour backup -Exception: Continuously operating zones -Exception:2 kW demand or less,submit calculations [ ] 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow>3,000 cfm [ ] 8: Outside-air source for ventilation;system capable of reducing OSA to required minimum [ J E 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly -Exception:Ducts located within equipment ( ] -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts; UL 181A or 181BUpes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ( ] C 12. Operation and maintenance manual provided to building owner [ ] 13. Balancing devices provided in accordance-with 603.15 of Mechanical Code for New York State [ ] 14. Stair and elevator shaft vents are equipped with motorized dampers ( ] 15. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted ( ) ( 16. Kitchen hoods>5,000 cfm provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] E 17. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: E a)15%makeup air quantity,-and/or b)within 2°F of room temperature and/or c)no humidification d)no simultaneous heating and cooling Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.4 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. The design professional shall provide to the code enforcement official a written certification that the required HVAC tests,system balancing,etc.,have been performed and the system is operating as designed. The design professional shall retain copies.of the test reports to be provided to the code enforcement official,if requested.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional judgment,such plans or specifications are in compliance with this Code. lr as •s Principal Mechanical Designer-Name 4at a Dat Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2b Data filename:C:\Program Files\Check\COMcheck-EZ\Garvey.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To:HVAC System 2 1. The specified heating equipment is covered by Federal minimum efficiency requirements.New equipment of this type can be assumed to meet or exceed New York State Energy Conservation Code requirements for equipment efficiency. 2. The specified heating and/or cooling equipment is covered by New York State Energy Conservation Code and must meet the following minimum efficiency: Rooftop Package Unit: 9.3 EER,9.5 IPLV 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. 4. Outdoor air supply and exhaust systems must have motorized dampers that automatically shut when the systems or spaces served are not in use. Dampers must be capable of automatically shutting off during preoccupancy building warm-up,cool-down,and setback,except when ventilation reduces energy costs(e.g.,night purge)or when ventilation must be supplied to meet code requirements. Both outdoor air supply and exhaust air dampers must have a maximum leakage rate of 3 cfm/ft2 at.1.0 in w.g.when tested in accordance with AMCA Standard 500. -Exception: Gravity(non-motorized)dampers are acceptable in buildings less than three stories in height. -Exception: Systems with a design outside air intake or exhaust capacity of 300 cfin(140 L/s)or less that are equipped with motor operated dampers that open and close when the unit is energized'and de-energized, respectively. Generic Requirements: Must be met by all systems to which the requirement is applicable I. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both heating and cooling must be capable of maintaining a 5 degree F deadband(a range of temperature where no heating or cooling is provided). -Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degree F during heating and setting up to 85 degree F during coolingb) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrided) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. -Exception:A setback or shutoff control is not,required on thermostats that control systems serving areas that operate continuously. -Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW(6,826 Btu/h)or less. 7. Outdoor-air supply systems with design airflow rates>3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State.If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels,the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces(spaces neither heated nor cooled)must be insulated with a minimum of R-5.Unconditioned spaces includeattics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum o£R-8 when located outside the building.c) When ducts are located within exterior components(e.g.,floors or roofs),minimum R-8 insulation is required only between the duct and the building exterior. -Exception: Duct insulation is not required on ducts located within equipment. -Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degree F. 10. All joints,longitudinal and transverse seams,and connections in ductwork must be securely sealed using weldments;mechanical fasteners with seals,gaskets,or mastics;mesh and mastic sealing systems;or tapes.Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. 11. Mechanical fasteners and seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment,including multiple-zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity(input and output)and required maintenance actionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration-information,including wiring diagrams,schematics,and control sequence descriptions;desired or field-detern fined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems,in programming commentsd) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device(such as VAV or mixing box)must have its own balancing device.Acceptable balancing devices include adjustable dampers located within the ductwork,terminal devices,and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods,vents,and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: -Gravity,(non-motorized)dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. 15. Individual fan systems with a design supply air capacity of 5000 cfm or greater and minimum outside air supply of 70%or greater of the supply air capacity must have an energy recovery system with at least a 50%effectiveness. Exceptions: -Systems serving spaces that are not cooled and heated to<60 IF. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -Systems exhausting toxic,flammable,paint,or corrosive fumes or dust If an air economizer is also required,heat recovery must be bypassed or controlled to permit air economizer operation. 16. Individual kitchen exhaust hoods larger than 5000 cf n must be provided with make-up air sized for at least 50%of exhaust air volume that is uncooled and either unheated or heated to no more than 60 IF Exceptions: -Where hoods are used to exhaust ventilation air that would otherwise exfiltrate or be exhausted by other fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 17. Buildings with fume hood systems having a total exhaust rate>15,000 cfin must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply. MAR- 8-04 MON 1 :30 PM GARVEY KIA FAX NO, 5187937805 P. 1 v 'A K. GARVEY..- VOLKSWAGEN HYUnDRI KIA TELECOPX COVER LETrE.'R DATA: PLEASE DELIVER ME FOLLOWING PAGES TO: NAME: yr Q77/� +7� 7� AT T" tu7A'(N}r7InL,.�CAT�..1O : DE,S'R},t'J.f:�lVk: TOXAAL PA(;ES SENT, INCLUDING COVER LErM: - ,IHIS TELECOPIER TMWISSION IS BEING SENT FROM' G, wx Z' GARVEY VOLIC,SWAGEN HY(JNDAI, INC. GARVEY KIA 483 QUAKER ROAD 714 QUAM ROAD QUEENSBURY NY 12804 QUEENSBURY NY 12804 OFFICE # (518) 793--3488 OFFICE # (518) 793-3903 FAX It (518.) 793-5988 FAX # (518) 793-7805 IF YOU DO NOT RRCFIVE AIL PAGES OR HAVE ANY PROBLEMS RECEIVING THIS T ANSMTSSTON, PLEASE CALL AS SOON AS POSSIBLE. C OK&'N'T'S: 483 QUAKER ROAD QUEENSBURY,NY M04 TEL:(518)793-3488 FAX;(M)793-5988 NET,hitp\�wwwgarveyvwh.com\bestbuys f �� I. It •I � i�� _ � 8 A -- .�� rww•.crrr , r... ZW rI rf • 11� .� .. Iy M • ,• .. p N A0. As 1l — ♦ rL ., • am r' 1 r e ' � / s 11 • �, s r ~ .. I= 0 U. • •. • t LL V Lj IM rA Ok s .. C r• �' MI � i .h i������ r• XDVC'. --- s •� r1i'ti �� �ii�u' � na ■■ �=�-- jam• way• it • i r.n all N s• it k s J 4 � wR •3! • A • � ..•1.l A . w..l i 1_..\.w •i 1! - w w w i G7 '►j �— ZLLJ . •• I a . • f a • • u 1 • • f a _(cq LLI _ a f ■• f \ 1 * a 1� � -�—� � �rr�■ ■ omrr■■■*«.a�■1 i ninnrmrl����� Idj 10/28/2003 10:20 518":584-5012 RUCINSKI 'HALL PAGE 01 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski 'Ethan Peter Hall 627 Maple Avenue Saratoga Springs NY 12866 voice 5185801905 Fax 518 544 5012 Email ffr@nycap.rr.com ephall@nycap.rr.com Fax - Shoot I of 4 To: Dave Hatin From: Ethan Hall Date; 28 October, 2003 Rd: Garvey Hyundai Dave, Upon further review of the issues we discussed with Rob Holbrook on Thursday last week we offer the'following for your review. Fire separation—Mixed use building M, S-1 &B in this building. Most restrictive is M 12,5,Wsf- Section 903.2.6 limits fire area to 12,000sf-for M occupancy, From section 705.4 t table 705.4 footnote"a"would allow separation to be a 2 hour fire wall-in Type 11 construction. 0 Parts storage with-in type Woccupancy- Based on section 302.3.2 separation is not required as long as most restrictive occupancy is used. M=12,600sf and parts storage is part of M occupancy and M occupancy in this case does not exceed 12,500sf. 0 The stair from the lunchroom will be realigned so that the exit from the lunchroom exits directly to the exterior at the outsid6wall in the tool room, The stair will"be separated from the tool room with a 1 hour wall and will run along the 2 hour wall at-the wash bay- A door from the wash bay to the stair will be utilized for access to the stair from the service bays. If you would like to discuss these issues please give either Ron or myself a call. Regards, Ethan C:\ACAD\V&H ConstmcfiGn\0uvcy HywdW\FVuwork\Fax-Hatim 28 Oct 2003.doo 10/28/2003 10:20 5187584-5012 RUGINSKI HALL PAGE 02 5705.4 Fire-resistance rating. Fire walls shall have a fire-resistance rata.ng of not less than that required by Table 705.4 . TABLE 705.4 FIRS WLL FIRE-RESISTANCE RATINGS FIRS-RESIST GROUP RATING (hears) A, B, S, 1(-4, I, R-1, A-2, LT 3a r F-1, H-3b, R-5, M, S-1 3 H-1, H-2 4b F-2, S-2, R-3, P,-4 2 i a. Walls shall be not less than 2-hour fire-resistance rated where, separating buildings- of Type I' or V. construction. 10/28/2003 10:20 518-584-5012 'RUCINSKI HALL PAGE 03 5302.3 mixed occupancies. S302.3.1 Two or more Uses. Where the building is occupied for two or more uses not included in the same occupancy, the building or portion thereof shall comply with §302.3.2 or §302.3.3 or combinations of these sections, except that areas of Group H..'shall be separated from other occupancies in accordance with §302.3:3. Areas of Group H-1 shall be in a separate and detached building and structure. Also, see §508 for special provisions for buildings containing mixed uses. 302.3.2 wonsep=ated uses. Each portion of the building shall be individually classified as to use. The required type of construction for thebuilding shall be determined by applying the height and area Limitations for each of the applicable occupancies to the entire [building. The most restrictive type of construction, so determinedt shall apply to the entire building. The other requirements shall apply 't to each portion of the building based on the use of that space except I that the most restrictive applicable provisions of the high rise building that Pprovisions and fire-protection system requirements shall apply to these nonseparated uses. Fire separations are not required between uses, except as required by other provisions. 5302.3.3 Separated use:. Each portion of the building shall be individually classified as to use and shall be completely separated from adjacent -areas by fire barrier walls or horizontal assemblies or both having a fire-resistance rating determined in accordance with Table 302-3.3 for the uses being separated. Each fire area shall comply with the code based on the use of that -pace. Each fire area shall comply with the height limitations based on the use of that space and the type of construction classification. In each story, the building area shall be such that the sum of the ratios of the floor area of each use divided by the allowable area for each use shall not exceed 1. YzE c S. -A OOV4 T C- AZ:�6& 10/28/2003 10:.20 * 518-584-5012 RUCINSKI FIALL PAGE '04 .xr's a 385i- 2000 International Building- Code Iffixed-use B...... pas Section 302.3.2 Noneeparated Uses • Each portion of building classified based on occupancy • In other than Group H oeeupaUcies,fire separations not required between different uses where following conditions exist: -- Type of construction of building is determined based on height and area]imita- tions of each occupancy, applied to entire building Most.restrictive type of construction shall apply to entire building ' All other code regt rements-apply to each portion of building based on its spe- ;�. cific u.Ses except: The inost restrictive of high-rise and fire-protectioii system requirements shall apply to all nonseparated uses Other requirements shall apply to each individual occupancy I No fire separation required i Occupancyl Occupancy 2 1 'e :Type of construction limited by: - Lesser height limit of Occupancy 1 or 2 °i -Lesser floor area.limit of Occupancy 1 or 2 • Most restrictive fire-protection system requirements �f? for Occupancy 1 and 2 (also high-rise provisions) ��.,_ -- --- a' a:I li3 International Conference of Building l3fi7te: LANDS N/F OF LAND N/F OF HARRY TROELSTRA E. JAMES BARRETT AND WILLIAM M. BARRETT BOOK 1209 OF DEEDS AT PAGE 317 BOOK 1209 OF DEEDS AT PAGE 321 , , BOOK 675 OF DEEDS AT PAGE 158 C.I.R.F. E D p — 3 0 0.00 a L= 220. 10 (COULTER do MCCORMACK) a C.l. R. F. (VOLLMER ASSOC.) E 'E 1_------ S S 586 0� 50 O F �8 R= 50.00' \Ps- L = 78.54 \\ 12 G SF� �ocv O� \ AREA = \ 6. 965 -± A CRES >y U \ � O E.O.P. \ o A S P H A L T P A R K I N G \ L.P.B. \ 1� O\ 90.0 C1 d \` 3.0'x22.7' � N \ �— CONCRETE Z c' \ O \Y \U \ , zz \ \ \N io STEEL FRAME WIDE \� 5 3.0'x90.8' CONCRETE �} BUILDING CONCRETE CO ,� (UNDER CONSTRUCTION) 3.0'x7.5' C.B. 1% \ CONCRETE \ c w a Q 7F=320.1 L.P.B. LP.B. ® \ NM 2/1 O 2' DIA. P. S. COVER �\ ti�A \ CONCRETE -4 U 3.0'x10.5' CONCRETE G.V. L• W/ GUY Sr NMCZ— \ N �W W.S. HYD. Q W \YO O W\ Z \ZZ n \\ �' 0C� � Q 1 L.P. LANDS N/F OF o QN WILLIAM H. BROWN, CYNTHIA A. o.Q 3 M JACKSON AND BARBARA L. CARSON .o � oc (� e DOING BUSINESS AS \" \A BROWN ASSOCIATES, 1 A LIMITED PARTNERSHIP �? p vi L.P. BOOK 893 OF DEEDS AT PAGE 212 QL Z Q� 4. NM ` \ CURB C.B. D---0 -a ID- 0--x L.P. L.P. A S P H A L T I P A R K/ N G h L.P. L.P. N ----EO.F.----- LP. o� 00 'iU A R E A a� —0 L.P.B. a 0 W NI I i 2- MAP¢E TREE 2- MAPL9 TREE I - - - -50' FRONT BUILDING SETBACK - - -SHED {o L.P. L. P. L.P. METAL GATE M.P. 0 10M.P. (5' HIGH) (5' HIGH) O �C.LR.F. VOLLME Asso.) R T. N65— .06a 40 Wc 548.44 FEET TO IRON ROD 42 II�IARK G CITY OF GLENS FALLS —TOWN OF Q � � TOVc''N LINE \.2 R= 50.00' E O.P. D lX AVENUE \\'^ L = 6 0.25' (APPEARS TO BE A 4 ROD R. O. W.) C C.B. O M.H. C.B. Q }�-�( M. H. O NYNEX N M.H. 5 46 © 2003 BY ENVIRONMENTAL DESIGN PARTNERSHIP, LLP, ALL RIGHTS RESERVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS MAP IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES FROM 77-IE ORIGINAL OF THIS SURVEY MAP NOT MARKED WITH THE LAND SURVEYOR*S EMBOSSED SEAL SHALL NOT BE CONSIDERED A VALID TRUE COPY. 337. 92' ,a HYD. E.O.P. COUNTY ROAD No. 42 NYNEX 6 I I NM 45 C.LR.F. (COULTER & MCCORMACK) R= 50.00' L= 78.54' NYNEX 7 LANDS N/F OF S.E. REALTY CO., LLC BOOK 1003 OF DEEDS AT PAGE 80 $$CAR WA SH " SITE LOCATION MAP SCALE: 1" = 2,000' DEED REFERENCE, 1) UNITED STATES OF AMER/CA, ACTING BY AND THROUGH THE ADMINISTRATOR OF GENERAL SERVICES TO LONG RIFLE ENTERPRISES, INC. BY DEED DATED DECEMBER 6, 2000 AND RECORDED /N BOOK 1210 OF DEEDS AT PAGE 277, NOTE: 1) SURVEY PERFORMED WITH 1-112 FEET OF SNOW COVER AND MAY NOT SHOW ALL FEATURES. 2) DEED REFERENCE #1 CONTAINS CERTAIN RESTRICTIONS REGARDING "OBJECTS AFFECTING NAVIGABLE AIRSPACE" AND USE OF PROPERTY IN A MANNER WHICH WOULD CREATE ELECTRICAL INTERFERENCE WITH RADIO COMMUNICATIONS OR IMPAIR VISIBILITY BETWEEN AIRCRAFT AND THE AIRPORT, OR AS TO OTHERWISE ENDANGER THE LANDING, TAKING OFF OR OTHER OPERATION OF AIRCRAFT. (SEE DEED BOOK 1210 COMMENCING AT PAGE 277) LEGEND: C.I.R.F. DENOTES CAPPED IRON ROD FOUND E.O.P. DENOTES EDGE OF PAVEMENT IN DENOTES INVERT W.S. DENOTES WATER SHUTOFF G.V. DENOTES GATE VALVE NM DENOTES NIAGARA MOHAWK UTILITY POLE C.B. DENOTES CATCH BASIN E.O.G. DENOTES EDGE OF GRAVEL E.O.P. DENOTES EDGE OF PAVEMENT E. P. DENOTES ELECTRIC PANEL L.P. DENOTES LIGHT POLE NYT DENOTES NEW YORK TELEPHONE UTILITY POLE CMP DENOTES CORRUGATED METAL PIPE M.P. DENOTES METAL PIPE T. P. DENOTES TELEPHONE PEDESTAL l.C. DENOTES IRRIGATION CONTROL M.H. DENOTES MANHOLE N.H.O.A. DEN0TES NUT AT HEAD OF ARROW ELEV. DENOTES ELEVATION HYD. DENOTES FIRE HYDRANT NYNEX DENOTES NYNEX UTILITY POLE W.S. DENO TES WA TER SHU TOFF L.P.B. DENOTES LIGHT POLE BASE CONC. DENOTES CONCRETE P.S. DENOTES PUMP STATION DIA. DENOTES DIAMETER CERTIFICA TION: l HEREBY CERTIFY THAT THIS SURVEY HAS BEEN PREPARED /N ACCORDANCE WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS AS LAST REVISED JULY 18, 1997 TO: 1) LONG RIFLE ENTERPRISES, INC. 2) GLENS FALLS NATIONAL BANK AND TRUST COMPANY, ITS SUCCESSORS AND/OR ASSIGNS 3) FIDELITY NATIONAL TITLE" INSURANCE COMPANY OF NEW YORK TITLE POLICY No. T-2188 E. DAN/EL FULLER ' P.L.S. No. 49, 135 w J F-- H W W I 000, m H V) z 0 w Of ,4,4j , , , , , , - , j Fn oil U-) J M 12LLICY) 4�R LLJW'-'� QJ� w �4 O� Z G � O t N 7co:) O 1 z J I) U V )^ F__ W LTLJ y / ) EROSION AND SEDIMENT CONTROL AND STABILIZATION MEASURES, MAINTENANCE AND INSPECTION PRACTICES: ADDITIONAL EROSION CONTROL AND GRADING NOTES: 1) EROSION CONTROL DEVICES ARE ILLUSTRATED ON SITE PLAN IN A SCHEMATIC MANNER BASED ON NY STATE GUIDLINES FOR EROSION AND SEDIMENT CONTROL. IT MAY BE UNDEVELOPED OPEN SPACE 1. THE FOLLOWING IS A LIST OF EROSION AND SEDIMENT CONTROLS TO BE USED ON THIS SITE DURING CONSTRUCTION: NECESSARY TO ADJUST THE ACTUAL LOCATION AND QUANTITY OF EROSION CONTROL DEVICES DEPENDING UPON FIELD CONDITIONS. THE CONTRACTOR SHALL BE RESPBE LE ONSIBLE FOR IMPLEMENTING THESE MEASURES AS REQUIRED TO PROTECT THE SITE. A) STABILIZATION PRACTICES FOR THIS SITE INCLUDE: - LAND CLEARING ACTIVITIES SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND SHALL PROGRESS AS EARTHWORK IS NEEDED 2) CONTRACTOR TO FOLLOW EROSION CONTROL PROCEDURES DURING CONSTRUCTION AS OUTLINED IN THE SITE SPECIFIC STORMWATER POLLUTION PREVENTION PLAN AND DETAILED IN - FREQUENT WATERING OF EXCAVATION AND FILL AREAS TO MINIMIZE WIND EROSION DURING CONSTRUCTION. FOR ALL SLOPES HAVING A SLOPE OF 1V:2H OR GREATER AND FILL SLOPES 1V:3H OR GREATER. THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL. - USE OF STABILIZATION FABRIC - PERMANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE HYDROMULCHING GRASS SEEDING TECHNIQUE. 3) SLOPES SHALL TYPICALLY BE GRADED AT A MAXIMUM OF 3:1 (3 HORIZ. 1 VERT.) WITHIN ALL CUT OR FILL AREAS, UNLESS OTHERWISE DESIGNATED ON PLANS. ' B) STRUCTURAL PRACTICES FOR THIS SITE INCLUDE: 4) SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE OF PERENNIAL RYE AND UTILITY GRADE FESCUE. PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%. - PERIMETER PROTECTION USING SILT FENCES - INLET PROTECTION AND OUTLET PROTECTION USING SILT FENCES 5) SEEDED AREAS SHALL BE FULLY COVERED WITH A LEAN STRAW OR MULCH MATERIAL. IF ORDERED BY THE ENGINEER OR MUNICIPALITY, A BIODEGRADABLE NETTING (E.G., - STORM SEWER, CURBS AND GUTTERS EXCELSIOR BLANKET, COIR GEOTEXTILE) SHALL BE ANCHORED OVER SEEDED AREAS WHICH DEMONSTRATE "RILLING" OR OTHER EROSION PROCESSES. Z - STABILIZED CONSTRUCTION EXIT POINTS - STORMWATER DETENTION PONDS (WHICH MAY ALSO SERVE AS A TEMPORARY SEDIMENT BASIN) 6) TOPSOIL AND SEED SHALL BE REAPPLIED TO ANY AREAS WHICH FAIL TO ESTABLISH AS A RESULT OF INITIAL APPLICATION. 1j D 0 2. THE FOLLOWING INSPECTION AND MAINTENANCE PRACTICES WILL BE USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS AND STABILIZATION MEASURES: LEAST WEEKLY AND WITHIN 24 HOURS FOLLOWING A RAINFALL EVENT OF 0.5 INCHES OR GREATER. 7) SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION DURING AND AFTER CONSTRUCTION. rn A) ALL CONTROL MEASURES WILL BE INSPECTED AT B) ALL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER; IF REPAIRS ARE FOUND TO BE NECESSARY, THEY WILL BE INITIATED WITHIN 24 HOURS OF REPORT. STRAW BARRIERS WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE FENCE. 8) ALL STORM OUTFALLS SHALL RECEIVE RIP RAP IMMEDIATELY UPON INSTALLATION (AS PER PLAN). C) .� C) BUILT UP SEDIMENT WILL BE REMOVED FROM SILT FENCES / D) SILT FENCES / STRAW BARRIERS WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, ETC., TO SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, 9) EROSION CONTROL (ERO-MAT) OR APPROVED EQUAL, SHALL BE INSTALLED ON ALL 2:1 SLOPES. AN ORGANIC FIBER PROTECTIVE MAT, HALF INCH LAYER OF CHOPPED STRAW, AND TO SEE THAT THE FENCE POSTS ARE SECURELY IN THE GROUND. WILL BE INSPECTED FOR DEPTH OF SEDIMENT, AND BUILT UP SEDIMENT. WILL BE REMOVED WHEN IT REACHES 50 PERCENT Of THE KNITTED INTO A RUGGED MAT WITH A THIN NETTING OF PHOTODEGRADABLE POLYPROPYLENE. SECURE` MAT TO SLOPE WITH 6" STEEL U-SHAPED STABLES, 2 STAPLES PER SQUARE E) THE SEDIMENT BASIN, IF PRESENT, YARD. __.... . __..______ _.____ _ ... DESIGN CAPACITY. F) TEMPORARY AND PERMANENT SEEDING AND ALL OTHER STABILIZATION MEASURES WILL BE INSPECTED FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. OF THE REPORT FORMS TO BE COMPLETED BY THE INSPECTOR ARE INCLUDED 10) STREAM REACHES ON -SITE AND DOWNSTREAM OF CONSTRUCTION SHALL NOT HAVE SUBSTANTIAL VISIBLE CONTRAST RELATIVE TO COLOR, TASTE, ODOR, TURBIDITY AND SEDIMENT _._ _ ___--.._.... G) A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH INSPECTION. COPIES DEPOSITION FROM THE REACHES UPSTREAM OF THE CONSTRUCTION ACTIVITY. _ _ _ IN THIS SWPPP. H THE JOB SITE SUPERINTENDENT WILL BE RESPONSIBLE FOR SELECTING AND TRAINING THE INDIVIDUALS WHO WILL BE RESPONSIBLE FOR THESE INSPECTIONS, REPORTS. 11) VEHICULAR ACCESS POINTS SHALL BE MONITORED AND INSPECTED AT THE SAME FREQUENCY AS EROSION CONTROL FEATURES TO INSURE THAT DEPOSITS OF SAND, SILT OR OTHER ` MAINTENANCE AND REPAIR ACTIVITIES, AND FILLING OUT INSPECTION AND MAINTENANCE RESPONSIBILITIES WILL RECEIVE APPROPRIATE INSTRUCTION FROM THE JOB SITE SUPERINTENDENT. THEY MATERIAL IS NOT BEING DEPOSITED ON PUBLIC ROADWAYS. IN THE EVENT ANY SIGNIFICANT DEPOSITS OCCUR THEY SHALL BE CLEANED UP IMMEDIATELY. ..� - --- I) PERSONNEL SELECTED FOR THE INSPECTION AND MAINTENANCE SITE IN GOOD WILL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND SEDIMENT CONTROLS THAT ARE USED ON AND THE FILING OF THE INSPECTION FORMS. DOCUMENTATION �'� -._. _.., WORKING ORDER. THEY WILL ALSO BE TRAINED IN THE COMPLETION OF, INITIATION OF ACTIONS REQUIRED BY, SEQUENCE OF CONSTRUCTION ACTIVITIES. _._ ..._-._.-- �^`'-•�.,___ F THIS PERSONNEL TRAINING WILL BE KEPT ON SITE WITH THE SWPPP. J DISTURBED AREAS AND MATERIALS STORAGE AREAS WILL BE INSPECTED FOR EVIDENCE OF OR POTENTIAL FOR POLLUTANTS ENTERING STORMWATER SYSTEMS HEALTH - _._... _. �` "----. -.-.. ""-. ,. ,_, -c�� "'--.. K REPORT TO THE NYS DEPARTMENT OF ENVIRONMENTAL CONSERVATION WITHIN 24 HOURS ANY NONCOMPLIANCE WITH THE SWPPP THAT WILL ENDANGER PUBLIC ) A) CONSTRUCT TEMPORARY CONSTRUCTION EXITS AT LOCATIONS SHOWN. ` ,- "'•-� OR THE ENVIRONMENT. FOLLOW UP WITH A WRITTEN REPORT WITHIN 5 DAYS OF THE NONCOMPLIANCE EVENT. C.1. R. 5. APRROXIMATE NMITS OF CLEARING AND RADING 12" /r,/t< ".' SWALE SEDIMENT .TYPICAL STAKED _ HA /SILT FENCE BARRIER (lYP.) `t , _ 1` AS1 PERE �3ETAIL APRROXIMATE LIMITS OF ' `' REFER TO DETAIL � \ CLEARING AND GRADING \ \ X3* SILT FENCE OR STRAW _ BALE DIKE TYP. REFER /f j TO DETAIL 323avow \ \ \\\ ° ----�. 1 ` 323 _�- -- o \ \ 322 1\ 1\ \\ 322 \ \ 323 324 I+ o 0 0 0 `\ 325 0 KJ \ \1 X324.1 \ r 1 `• X323.1 2 \ 319.5 (LP) � \ \ / \ 326 •\ --� 326.3 V325.4 rN X \ - \\, \ - - \1 319.5 (lP)\ 26.3 (FF) \-- yry X324.2 \\ 1 I 326. 326.3 PROPOSED a 319.5 XLP) \ 13,140 S F I ° AND SERV,I�E (BC) X325.4 cq SILT FENCE OR STRAW \ ° N to_-- B U I LDWVG BALE DIKE TYP. REFER __ o _ 3 ,1 _ TO DETAIL _ .-._._ _ ._ - - - - -- 3 ERGENCY OVERFLOW ° \ SPILLWAY 1 J. \ / X326.3 (FF) \ / j 326.3 / \ � A \ % 326. 'X325.9 G nA% 326.3 \� / TYPICAL STAKED HAYBALE/SILT FENCE f / X326 AS PER DETAIL 2 .9 TC . ? 325.5(BC) \ ` 32 4( C) 9 4. X, _- - - 325.4 (EX) _..__ \ Z 1 CATCH BASIN SEDIMENT \ ,' \\, 11 \ i✓ BARRIER C�O REFER DETAIL 1 r / R.•\ 1 \, \ �y ,� L. P 0 G � •, I I \ \\ \ \ `:LP.\ M LANDS N/F OF Q --. f f CO." ;`1\ \i• \ \ - - - ..-. - - - _ 325 - LEROY HOLDING _____ _ _ \��1t 1V.=376.1 321 \\ / 42 32 i EXISTING WA Alter f _� _._._32- -� zG. V. _r 324 . . . . . ......... _3>3 C.P. M.N.. Y � M. H. -3 NYT 46 325 vv 1 i L.P. \ �v \ � A1E7AL GA, ( hilC'F7) O AT. P �5 1 7/GH) NO NYYNEY 6 B) INSTALL PERIMETER SILT FENCES AND TEMPORARY SEDIMENT BASIN IN THE LOCATIONS SHOWN, C) BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE ONLY IN AREAS WHERE EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE BUILDING IS PLANNED TO COMMENCE WITHIN 14 DAYS AFTER CLEARING AND GRUBBING. D) FREQUENT WATERING OF THE EXCAVATION AND FILL AREAS SHALL BE DONE TO MINIMIZE WIND EROSION. E) COMMENCE SITE GRADING AND CONSTRUCTION. F) DISTURBED AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS CEASED FOR MORE THAN 14 DAYS SHALL BE TEMPORARILY SEEDED AND WATERED. G) INSTALL PROTECTIVE SILT FENCES / STRAW BARRIERS AT THE LOCATIONS OF ALL GRATE INLETS, CURB INLETS, AND AT THE ENDS OF ALL EXPOSED STORM SEWER PIPES. H) FINALIZE PAVEMENT SUBGRADE PREPARATION. 1) CONSTRUCT ALL CURB AND GUTTER, GUTTER INLETS, AREA INLETS, AND STORM SEWER MANHOLES, AS SHOWN ON THE PLANS. INLET PROTECTION HAY BALES MAY BE REMOVED TEMPORARILY FOR THIS CONSTRUCTION. PLACE REQUIRED RIPRAP AT LOCATIONS SHOWN ON THE PLANS. / J) REMOVE SILT FENCES / STRAW BARRIERS AROUND INLETS AND MANHOLES NO MORE THAN 48 HOURS PRIOR TO PLACING STABILIZED BASE COURSE. K) INSTALL BASE MATERIAL AS REQUIRED FOR PAVEMENT. i L) CARRY OUT FINAL GRADING AND SEEDING AND PLANTING M) REMOVE SILT FENCING / STRAW BARRIERS ONLY AFTER ALL PAVING IS COMPLETE AND EXPOSED SURFACES ARE STABILIZED. N) REMOVE TEMPORARY CONSTRUCTION EXITS ONLY PRIOR TO PAVEMENT CONSTRUCTION IN THESE AREAS (THESE AREAS ARE TO BE PAVED LAST). y' i II �i I, I I II I iy a W I , o t IL ti6 i � I I ` 1' SJ i III 1 (EX) 326.6 (EX) i W I a l l APRROXIMATE LIMITS OF CLEARING AND GP, kDING II VT v1 I I Q mhI\' 2" MAPLE I i J T Pe.� � • I I I I 1` I Ivy I I I I 2" MAPI .: TREE SHED £ In 326 C. �._ _ _,_ - 326 �l� Af.FI. lvP.i -45 LP. 0 j 1\ W/ Guy. IRFNCHMAPM -- •- h;r7JcX 'X' CU7 AT N.H.O.A. ON FIRE 107). .1(_E v: = 329. 20 NOTE: POINIS A SHAL. BE FiIGrIER THAN POINT B -C>SWALE SEDIMENT BARRIER NOT TO SCALE bALFS ST 2 'TAKES PER HALF: I WIDTH AS SFIOV?,'N ON PLANS CATCH 9ASIN FOR NOT TO SCALE -- \ - FILTER FABRi,_ _WC-C 4552. OR EQUAL. \\.....___..... UNDISTURBED SUEGP-C= _0RIP RAP SWALE SECTION NOT I3 SCALE F ) - F 'f O�Ar ll '�11-a1..... rlHt51' `"TAKE F'�RFVIOUSL:r LAID BALE F _O4Y /^' , BALES PLACED PARALLELI y WITH CONTOL.P NOT TO SCALE STAKES 1 1/2' TO 2' III GROUND COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER WITH SEDIMENT JT E: FIL_IER FABRIC TO BE INSTALLED BETWEEN F"RAME. AND CRATE. STAKED STRAW BALE / FILTERED WATER L10C -WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, j MAX. 6" MESH SPACING) _ ' 10Y.aX. CE!�TEP, TO Cc'NTER � �•36' MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND. K .......... ' t - 1-:0 _.._ +H_-1 1 _ ;f- -_ 6" MIN, PERSPECTIVE VIEW / -36" MIN. FENCE POST WU-'"N 111RE FENCE 114 1/2 '" MI'1..MAX. I 6 �H "PAGrIG; :v11 FILTER C't OTH OVER T-�! 20" MIN. UNDI5TURBED =- --� GRADE fOdBEO FILTrR CLOTH -- 1.tiN. 6" iN TO GROUND 18' MIN. SECTION V CONSTRUMON NOTES FOR FABRICATED SILT FENCE 1. WO'+EN WIRE r-NCE TO BE FASTIED SECURELY TO FENCE POSTS POSTS: STEEL EITHER "T' OR "U" WITH WIRE IE-, OR STAPLES. TYPE OR 2" HARDWOOD 2. F,LTEP CLOD-1 TO BE FASTENED ECURELY TO WOVEN WIRE FENCE wITr f�"S' SF ACES EVtR 4' Al 'CP ANO MID s_crol.l. FENCE: WOVEN WIRE, 14 1/2 GA. 3 WF•EI1 TWO OF ALTER LOTH AD20.N EACH OTHER 6" MAX. MESH OPENING THEI SHALL 3C O:ERLAPPED BlrVY INCHES AND FOLDED. a. MAINTENANCE +IALL BE PERFOR€6 AS :EEDED AND MATERIAL FILTER CLOTH: FILTER X. REWOvED WHEN B,1_GES" DEVELP IN TL-.E SLIT FENCE. - MIRAFI 10OX, STABII_INKA 7140N OR APPROVED EQUAL. PREFABRICATED UNIT: GEOFAB. 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