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2003-475 l TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community'Development- Building&.Codes (518) 761-8256 • BUILDING PERMIT Permit Number: P20030475 Application Number. A20030475 Tax Map No: 523400-302-006-0001-010-000-0000 'permission is hereby granted to: D JNK IN T)ONT JTS For property located at: 713 GLEN St 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 alue Owner Address: CEDAR HOLDING ASSOCIATES 222 GRAND Ave New Commercial Building $315,000.00 ENGLEWOOD,NJ 07631 Tatal Value $315,000.00 Contractor or Builder's Name f Address Electrical Inspection Agency S & S CONSTRUCTION CO.. INC. 303 SPRAC-r1JF,TOWN Rd C-FREF,NWTC;H-.NY 12934-0000 Plans &Specifications 2003-475 DUNKIN DONUTS 2240 SQ FT NEW BUILD AS PER PLOT PLAN SPECIFICATIONS ----------------- $336.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,August Ol,2004 (If a longerperiod 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 eensb Fri ay,August 01,2003 . SIGNED BY for the Town of Queensbury. Director of Building& de orcement Building Permit Application. ' /Town of Queensbury Department of Community Deyelopment,742-Bay Rd.,Queensbury,NY 12804 (519)761-825-6 A permit must be obtained before beginning construction. Permit No.: � C; " No inspection will be made until applicant has-received a Fee Paid: valid building permit. Form must be completed. Rec.Fee Paid: Reviewed By: Applicant: Owner' Jeremiah Burke S & S Construction Co. Inc. Address: 303 Spraguetown Road Address: 5 Jenee Way Phone#: Phone#: 518-899-4231 518-692-2221 Tax Map Number: Subdivision Name: (if applicable) Lot Number: /House Number. /Street NameU P P er Glen Street OR Property Location: Dunkin' Donuts, Upper Glen St. esidential kmriierstimated Market Value of Construction; o Addition: Residential/Commercial If an Addition,what will use of addition be? ❑ Alteration: Residential/Commercial ❑ No change to Exterior size: Residential/Commercial ❑ Other work: (describe Check Below Occupancy Info 1"floor sq.ft. 2° floor sq.ft. Other floor sq.ft. Total Sq.Ft. Single Family Dwelling Two Family Dwelling Townhouse Multifamily Dwelling #of units Office X Mercantile ��8 Manufacturing 1 car detached garage 2 car detached garage 3 car detached garage 1 car attached garage 2 car attached garage 3 car attached garage Storage Bldg.,Comm. Storage Bldg.,Res. Other 71 What is the proposed height of the structure: 20 feet - inches Will any second-hand or ungraded lumber be used? If so,for what? 'No No. of Fireplaces to be installed: N/A _ No. of Woodstoves to be installed: N/A List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address Phone No. Builder S onstr Co. 303 S ra uetown Rd Greenwich NY 692-2221 Plumber Michael DeCelli • 1061 VanAntwer Rd Niska una NY 393-0871 Mason Arithon Matrazzo 51 Outlet Rd. Ballston Lake, NY 885--0537 Electrician Eastern 372-2 16 Declaration: Please sign below after you have carefully read the statement: --- To the best of my knowledge the statements contained in this application, together with the.plans and specifications submitted, are 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 I/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 and.Codes,an As Built Survey by a licensed surveyor; drawn to scale,showing actual location of all new construction. Ares. (circle one: owner,owner's agent,architect.po tractor) f ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods:Part:5 -Acceptable Practice Method— 1&2 Family Dwellings (only) Part 6*-Thermal Rating—Component trade Offs 1&2 Family.Dwelling, MultiFamily Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings Hi Rise Residential *Requires submission of worksheets APP1,ICANT'S NAME: PROPERTY LOCATIwO�T; PART 3 METHOD OF CQMPLIANCE BY ACCEPTABLE PRACTICE; I. Grass Floor Area- square feet 2. Type of heat- Electric . Oil �CGas Other 3. Is building mechanically cooled?—.ryes No 4. Percentage of,area of windows and doors Over 17% Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND Ta R VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R ..2. b. Exterior walls R a 7 c. Glazed areas R d. Exterior doors R e. Floors over unheated spaces R f. Edge of slab on grade(heated building) R g. Basement/cellar walls(above grade) R h. Basementicellar walls(below grade) R i. Heating/cooling-ducts-piping in unheated space R, 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code _Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140--WILL NOT BE EXEEDED AppI� ant's Sig ature Date Phone Number INSPECTOR'S REMARKS: l . BLDG. PERMIT NO. 2003-47.5' APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 713 'G&n St&eet for the following uses: Dunkin Donut Ucxoben 1, 2003 DATE Sl NATURE"OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ( )APPROVED, ( )DISAP;PROVED with the following conditions: Ce&t4.6ite o6 .Occupancy to be .tzzued upon comp e.(:i bn "o:A: 1) F inaZ Swtvey nee.dz .to be nezubmitt:ed. 2) PxoJ6 o� ten-yeah Zeue, �Aom .neighboa ,.to the Ronth, z4-x pawrlwng -6pacu, mutt e,ptcovq(ed pen con on. 04. , 3) Utazzed depute zZon aZ The 3ouVOr .4- c.ararc(rr: nut cump-tezvItcu no y—/7m3z-.Tjet gxow.ing in the »ema,,-"ng area MounclTne au p a- L enUto,6wLvz. 4) Six Cfrim-son Ban.beuy (CB) mia tng cn NoAth Zandbcape anew j-n baciz og E—UV-ding. L 'ndd �a anea :aong nand ��onCage m�zn xwo g,� a ea e,ut bide of .s.c�de r� has been paved and area weAt o f z ide,VMIZ wo 6 mu ch ) . TEMPORARY CERTIFICATE OF.OCCUPANC ()#$L . 0 EP T $100 00 c - octobe>L 1, 2003 r e eived on Date of Issuance Director of Bldg. & Code En orcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 30 DAYS FROM THE DATE OF ISSUANCE.- NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. &Code Enforcement or his designee. DRAFT COPY (3/21/03) CHECKLIST NYS BUILDING'CODE (BC) Building: NYS FIRE CODE (FC) / NYS PLUMBING CODE (PC) Location: NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) . Date: 7/3�''� NYS ENERGY CODE (ECC) Reviewer: Publication Date: May 2002 COMMERCIAL & x x �2, MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* tn� 4 Occupancy 80-302 17 5 Type of Construction BC-Table 601 81 5�3 6 No. of Sleeping Units/Level BC-202 14 & _ No. of Units—Total 31 A/ No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls BC-402 33 Hi-Rise (75` Rule) 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 No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Buildino Areas Maximum Tabular Area BC-Table 603 ' 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 9; 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 H rea 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) 14. Exterior Walls Distance Separation's BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets . BC-704.11 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 riot available (FC-508.1.3). NOTES, r 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 Mixed Occupancy BC-Table 302.3.3 19 Control Areas 8C-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space Min. Rm. Dimensions BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light (Nat. or Mech.) BC-1 204.1 250 19. Exits Occupancy Load BC Table 1003.2.2.2 201 -One Exit Permitted BC Tablel 005.2.2 224 Stair Enclosure BC-1 005.3.2 i 224 Emergency Egress BC-1 009.1 235 Distance of Travel BC-Table 1.004.2.4 220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BC-1 004.3.2.2- 221 Capacity of Exits (ca/c.) BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Tablel 004.3.2.1 222 Corridor Dead End BC-1 004.3.2.3 222 Door Width BC-1 003.3.1.1 208 Door Swing BC-1 003.3.1.2 208 Panic Hardware BC-1 003.3.1.9 213 20. Stairs Riser BC-1 003.3.3.3 213 Tread BC-1 003.3.3.3 213 Width BC-1 003.3.3.1 213 Headroom BC-1 003.3.3.2 213 Vertical Rise BC-1 003.3.3.6 215 Handrails BC-1003.3.3.11 215 Curls DC 16o3,3,2,/%- z JAM Page 3 of 10 f No Topic Code Page, Required Actual Section ` No. or Allowed 21. Structural Snow Loading---Ground BC Fig 1608.2 i 296 g Snow Loading--Roof(calc.). 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 (calc.) SC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 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 i 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-1107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 ; 244 Service Counters BC-1109.12.3 . 246 4154'_ Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS BC-1704 7_379T Notes: << r i �N �.►e� eaar�s �Ilveut,�eia�1- 4- ' �/�c.�,Q,•y„ y�Y�,M4+uAwj'. (,"^4.Pc. GM��i/"'��i^'- ��S'Y/� . JAM Page 4 of 10 No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Nf19 Central Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing 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 FC-907.2 66 Fire Alarm Boxes FC-907.4.1 72 Smoke Detection FC-907.2.10 68 Hi-Rise-Fire Safety_ FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 -75 . Smoke Vents FC-910 82 Fire Pumps FC-913 85 29. Plumbing Code Fixture Count PC-Table 403.1 21 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 PC-Table 308.5 17 Air Admittance Valves . PC-917 67 Notes: JAM Page 5 of 10 a No. Topic Code Page. .Required Actual Section No. or Allowed 30. 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 32. Energy Code Prescriptive Method ECCC-Table,602.1(1) 50 High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 5031.3.3.1 44 Duct Insulation—Heating CCC-Table 508.8.3.3 45 Pipe Insulation-Hot Water ECCC-Table 504.2. 47. HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report I,Required Notes: / sd��- ��s le Q es ,44 h-1W JAM Page 6 of 10 LIST OF CALCULATIONS THAT MAY BE REQUIRED FOR A COMPLETE CODE REVIEW,. 1. Area Increase Based Upon Frontage And Sprinkler Increase. Frontage'Increase: If= 1 00(F/P-0.25)V= Answer in % 30 Note: If= 75%when 4 sides accessible &water available Allowable Area: A.=kble+ (A.ble_?Of) +Ab1e-X-1-J=Answer.,in Square Feet (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 Society of Civil Engineers) Pf=0.7C,CtIP9= Flat Roof Snow Load .Where: Pf= Flat Roof Snow Load (Calculated Above, Answer in #per SF) Ce = Exposure Factor (BC-Table 1608.3.1)(Pg. 297) Ct = Thermal Factor (13C Table 1608.3.2)(Pg. 297) I = Importance Factor (BC-Table 1604.5)(Pg. 287) P9 = Ground Snow.Load (13C Fig. 1608.2)(Pg. 296) PS= CSPf= Sloped-Roof Snow Load Where: PS = Sloped-Roof Snow Load CS = Roof Slope Factor (ASCE 7-98)(Pg. 70) . 4. Wind loading calculations. (Refer to 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 a 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 V 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. a 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 1/3rd 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 finished 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. More than 12 feet above the finished ground level at any point. JAM Page 9 of -10 SEISMIC REVIEW SUMMARY. PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS Code'Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 SS (short period) Figure 1615(1) 318 S, (1 second period) Figure,1615(2) 319 Fa (site coefficient-short) Table 1615.1.2(1) 320 F„ (site coefficient-1 sec.) Table 1615.1.2(2) 320 S,Y,S (short period adjusted) Equation 16-16, _317 Sm1 (1 sec. period adjusted) Equation 16-17 317 Sps (short period) Equation 16-18. 320 Sp, (1 sec, period) Equation 16-19 320. Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design Category Table 1616.3(2) 324 (1 sec. period). SEISMIC DESIGN CATEGORY ,This category determines the (most severe of above two) design analysis and whether MEP systems must be braced. Analysis Procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.1.1 & 346 Mechanical Section 1621A.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 SEISMIC REVIEW SUMMARY PROJECT: LOCATION: ZIP CODE: ITEM Value BCNYS BCNYS Code Section Page No. Site Class Table 1615.1.1 317 (default to site class D) Section 1615.1.1 316 SS (short period) 3 Figure 1615(1) 318 S, (1 second period) , /® Figure 1615(2) 319 Fa (site coefficient—short) Table 1615.1.2(1) 320 F, (site coefficient-1 sec.) Table 1615.1.2(2) 320 S,,s (short period adjusted) Equation 16-16 317 S,,,, (1 sec. period adjusted) Equation 16-17 317 SDS (short period) Equation 16-18 320 So, (1 sec. period) Equation 16-19 320 Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (short period) Seismic Design Category Table 1616.3,(2) 324 (1 sec. period). SEISMIC DESIGN CATEGORY This category determines the (most,severe of above-two) design analysis-and whether MEP systems must be braced. Analysis Procedure Used Section 1616.6 326 Building Components Subject To Section 1621 345 Seismic Design Requirements: Architectural Section 1621.:1.1 & 345 Mechanical Section 1621.1.6 347 Plumbing ditto 347 Electrical ditto 347 JAM Page 10 of 10 BPC Make Report Pagel of 2 Building Permit Checklist{BPC)Support Checklist Report Parcel #30200600010100000000 (NEWSBL) Tax map#: 30200600010100000000 Current Zoning: 'HC-Int' APA B1ueLine Status: Outside of APA Manual Check: Flood Plain Status: Within: F_ Not Within: r Zoning setback requirements (effective-2002): HC-Int - Highway Commercial Intensive Setbacks Required Front 50 Side 20 min. Sum 50 Rear 25 Shoreline becomes front yard 75 Feet Sub-division code: Setbacks Required Front Side Rear Shoreline becomes front yard http://gby2svr/gis/MAIXEREPORT.ASP 6/25/03 Job Site Address: Upper. Glen Street, Queensbury Date: 6/25/03 Owner: Jeremiah Burke Application No. .; File No. WINDOW SCHEDULE . Window Window Mfg, Number or Name g Window Unit orb vkE � � Model .: " di Ce4r. r . Letter on Stock p , Special Hardware or �' a orT e a eigi4sbk �� Ong. , Q nht p Yp Number s k p ?, instructions Plan �I dT � ")G E Call Size '3 � 3'" '`x"��' "' °��` l} V C lr ! m . � V Rr IFG! 'F�� y dCq�� p3�1 �p{ q .,S)� ��e,�t'V a �1li.:, d�i)!i: 7 �'.k�CN .9�� S }�t>' a.r.,�p G��•� .. t qk� � 5"�'d. Front (4 (y i F.G .. ............ ... , v:� ...I. .:I '., .'..fit r y'; • .0. 4'-6 z 8'4k 4 X 4 0 0 Left_ (2) 8'-0 8'-6i 2"!�i5X2 0 0 Vestibule 8'-0" 8'-6i 62.61 Front 11'-2 9'-0 2 Vestibule 83 49 6'-10" 61-10" 6 -11" Ri ht 5'-211 9 _N2" 41.8 0 Vestibule 0 0 left 5'-2" 9'4211 41,B 0 ige- 10'-6" �� p 0 6 -0 55.72 - Driye-t r - - sides 1'-9" 6'-0" -THIS LINEHAS EXAMPLES OF SAMPLE ENTRIES ✓act � Sjy { ~',V� �y .! r x)`{� .f5 �t) i t n� M , 4. Tempered»" 2 ' Glazing a.✓t. L:iSueHemingway\Building,permlt FORMSiWindow Schedule.doe l� Job Site Address; UPPer Glen Street Queensbur Date; 6/25/03 Owner; Jeremiah Burke APPlication No, File No, y Building Permit— Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of ' Req,Light Actual Req,Vent Actual S ,Ft, Room Room 8%of Room Light 4%of Room Remarks Vent Opening for Area Square Area Square Egress Square Footage Footage Feet Sales & Seiykg Area 1125 90 554,15 . 45 This is a conditioned space 49 49 49 iLLUAMiDg- L:iSueHemingmySuilding,permitFORMS\Nat.LightVen6l.Calculatim,Sheetdoc TOWN OF Q U E E N S B U R Y } 742 BAY R011L7 QUEENSBURY NY 22804 (,51 S) 7e51-8256 I,nit2VE: : DEPART : iNSP �'aPaa�►x. �rasPEc��i7P7 1Ez�1�CyRT CrC>M,MEFtCr1:AL. --_....-- ML3L.'TXP'I.E ISWEL.L=l+Y+C,� (lzotc;l.- motel. apt_ cr�xx-ii pl x� DATE 3 N S F E CT S QN REQUEST n E C E S V E D : NAME !! �1 �3 c--, LOC31Z'Z© 77710 _�N 7 i � PM DJITE i, `' PERMIT TYPE ©F STRUCTURE FOOTINGS B AC K F S L L FRAMING P LUMF3 i N G SNSUL2'�TSON N�A YES P3C7 CH IMNE Y,/ " B " VE:N T 1!E iG1-T PL.L3MSl.NG VNT �/FiXTURS ROO F�N G EXTERiC?12 FSN_ SI3 HEATING/lit"?T WATER R E L I E F VALVE S P'LC7ORS F O U N DAT S ON =N S U LAT i ON SNTERS©R S'1'ASRS/RASLINGS S TO C K ROOM EN C LO S U R E F S Z2E/D E M I S E WALLS P E N E T RA T=ON P'i RE 1:>.7IMPERS CH:ZL,iNG FIRE STOPPING 1''IRE DOO1�S CLOSERS E,X�T L?OOR �121RDWARE E}GIT sr�iRS /IZAZLs F LAT FO RM E LE VATO R HAND=CAPPED ACC E S S HANDICAPPED BATFIS HAN D�CA P P E D PARKING P'I N AL E LE C TR S CAL - S I T E P L VA R i A N C E R E = SURVEX PLOT PLAN �p,� OK `r(D :LSSUE C O16, 012 C C �� "'✓ r �� TOWN O F Q U E E N S B U R Y B U I L D I N G � CODE E N FO RC EM E N T 742 BAY ROI1D Q U E E N S S U R Y N Y 1 2 6 0 4 (518) 761-8256 AR R X V E a DEPART : i N S F s FX3�t�►X. XY�TSF'�CTXt7�Yri ��PC►R�e GCOMML-RCXAMi. ------- M"XnrXI?LE "WIE31l3L.X"4M (hots-I. rrtottc,l. apt_ cc>rnpl�x} D21TE INSF' ON R QTJEST RECEI*JELS � i72>LME "I11 LOCIIZ`S ON D71T PERMIT # TYPE OF S S'FZUCTUI2E FOOTINGS BI\CKFILL FRAMXNG PLLIMSiNG X NSULT%IrTCQN "ZA YES INC) CHiML�IEYI •• E •' VENi',[tiE=+GHT F.L.[TM�iNG �:7EN'.L',,GF�XTLJRES ROOT.^'SNG EXTERXOR FiNSSFi HEATXNG jiiOT WATER R E L=E F VALVE S FLOORS FO U N DAT X ON X N S Q LAT X ON XNTERXOR S`I'AXRS/RAXLXNGS STOCK ROOM E N CL O S UIt E FIRE!D E M I S E WALLS P E N E T RAT S O N F X R E DAM P E RS C E X L X N G F i RE S TO P P 77 N G :�'ZRE L�OOFtS/CLOSERS E:XXT DOOR fiARL7WAR E x jL.ii' S`.L`l'+►I iZ S/L2 Ty i L S PLATFOFZM z ELEVATOR HAN D X C AP PE D AC L E S S H AN D i CAP P E D BATH S HAN D i CAP P E D PARKING F S NA E L E C TR S CA L T E PLAN V AR X A N C E R E _ F S N A L SURVEY PLOT FLAN I F RE OK TO ZSSUE C O OR C C r57t h !` Q Town of aueensbury Fire Marshal's Office 742 Bay Road Queensbury: NY 12804 Phone(518)761-8205 Fax(518) 745-4437 1,V, 01 Fire Marshg1lsinspection Report Request SCHEDULE Received: Permit# INSPECTION ON: - Name: 1 -( ) L2 AM PM ANYTIME Location: V t. ' APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL --BATTERY tdJ' EMERGENCY LIGHTING FIRE EXTINGUISHERS 3f 0 -7-1 r - FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM " HOOD INSTALLATION cA 0 f INTERIOR FINISHES "� STORAGE COMPRESSED GAS bra A) ' CLEARANCE TO SPRINKLERS _1'0 uA) 1 ' CLEARANCE TO HEATING UNITS 1 94S CLEARANCE TO ELECTRICAL •� � �� ' �:/s �i/t f � REQUIRED SIGNAGE If EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY A ` MASONRY ROUGH IN FINAL l,.i F ��f4r10 CHIMNEY F FACTORY BUILT €SOUGH IN FINAL 5 U 02, , WOOD STOVE ROU014 IN FINAL VENTED CAS ,tIts APPLIANCE ROUGH IN '( N ` FINAL FIREPLACE -- <_� MASONRY ROUGH IN OK THIS DATE"_.- OK FO CO NOT OK FINAL FIREPLACE .ram t FACTORY BUILT ROUGH IN INSPECTED', Y FINAL COMDEv/CHRISJMORDA.ETTERS2001/FIREMARSHALINSPECTIONREPORT't'1022009 WHITE-BUILDING D P RTMENT COPY YELLOW-OCCUPANT COPY SEP729-03 M.ON_ '08 :52 ' PM ROTT..DI:ST. I I-, 518 "356 3574 P. 01 MOYER ELECTRICAL CONTRACTING 1757 Suffolk Avenue•Schenectady,New York 12303 INSTALLATION AND (518) 356-2936 FREE ESTIMATES • FULLY INSunr=D. INSPECTION REPORT LICENSED ALARM SPECIALIST 41 2OW1 11365 SERVICE,SALES,MAINTENANCE CERTIFICATE OF INSPECTION TO: Dunkin Donuts TYPE OFEOUIPMENTANDMFG. DATE COMPLETED 714 Upper Glen Street MS4424B•. 9129103 Queensbury, New York 72$04. 2 t Series smokes 2 strobe only`s 3-AudioNisuals TELEPHONE 2 Heats 3-Duct Detector w1 rem to INSTALLATION LOCATION T141S CERTIFIES that the-sbove ep ipment was Inspeated and haft in operating condition: Norman G- yer�I trtcat Qontraciing CONTRACTORS INFORMATION by' System should be inspected by authorized factory trained technician to conform With NFPA and Insurance requirements Extinguishing System Checklist. O Security O Aux.. Functions Ef Audible Visual Devices 0 Manual Stations " ��' Detectors Cl Flow Switch O Nozzles O Control Heads O Tamper Switch O Cylinder 9 Duct Detection d Water Detection REMARKS: Inspection and Test of the M544248 smoke detection and fire alarm contra# panel was satisfac- tory. The system were fully tested, and worked well in all tests. All smoke detectors were cleaned. 'The audible visual devices operated normally. This system was reset and returned to'normal operating condition: Witnessed & inspected by Town of Queensbury-Deputy Fire Marshall Steve Smlth HVAC Shut down tested and verified V$ee Device Sheet for device information O Deficiency Noted IIWSystem left in operating condition and owner's representative instructed on system operation. CONTINUATION WEIGHT 'INSPEC.ACK.BY OWNER'S REP: SERVICE INSFVNCTOFrj GNATUR6: DATE SHEETS mie A PART OF I�Q ,�f 0(]3 THIS REPORT t v �i e+ r Commercial Final ln§pection Report Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: .9P2( am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: a -0 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 I 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)x44"(1)/Canopy orEquiv. 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.), 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 Ram 2/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical V Site Plan/Variance required _ — r Final Survey,New Structure/Flood Plain certification,if reg As-built Septic System Layout Re quired or On File Building Number or Tenant Address on Building or Driveway tire Water Fountain or Cooler 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 Town of Queensbury Fire {Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report 0 3— Request SCHEDULE _ Received: Permit INSPECTION ON: Name:�U11 ` ._ ., �-=�. AM PM ANYTIM Location: APPROVED N/A YES NO COMMENTS EXITS Wr E wq AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING ' !� FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM ✓ �� / � FOOD INSTALLATION �§ INTERIOR FINISHES tf STORAGE COMPRESSED GAS CLEARANCE TO HEATING SPRINKLERS � Fi �t�A �CLEARANCE TO 1•#EATING �Q,., �� ()f 4" UNITS CLEARANCE TO ELECTRICAL p � �/ t[ID1014 M-1 REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL �j FACTORY BUILT ROUGH IN � l/LIJ )A t "44 ( FINAL 1 "r3� y FAA") WOOD STOVE' ROUGH IN )1 FINAL VENTED GAS �p APPLIANCE ROUGH IN j fotip FIREPLACE FINAL MASONRY ROUGH IN OK THIS DATA OK F R O® (::NOTOOK , FINAL FIREPLACE FACTORY BUILT ROUGH IN ECTE FINAL COMOI=1//CHRISJIWORD/LETTERS200liFIREMARSHALINSPECTIONREPORT11022001 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: Pywlio am/pm Depart: am/pm 742 Bay Road, 'L�eensbury,NY 12804 Inspector's Initials: 04- NAME: PERMIT#: LOCATION: tV_ DATE: V 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 1/2doors > 10%> 1000 sq.ft. 1/4Hour 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 ki 0 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 V, Uld Nedrial Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. Iled 6�d Suro'011.) As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler 713 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:\PaxnW\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 Depart: am/pm 742 Bay d,Quee sbury,NY 2804 Inspector's Initials: NAME: PERMIT#: C90 LOCATION: DATE: 7— COMMENTS: Y N NA Chirnney/"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 11 lo, Vestibules For Exit doors>3000 sq. ft. — All Doors 36 in,w/Lever Handles/Panic Hardware,if re aired Exits At Grade Or Platform 36 (w)x44"(1)/CanopyorEquiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum VV Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers V/1 Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area StocicrooriVStorage/Receiving/Shippilig Room(2 hr.), I V2doors > 10%> 1000 sq, ft. 1/4Hour Corridor Doors&Closers Firewalls Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame z 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 V z I 1andicapped Bath/Parking Lot Signage V, Public Toilet Room Handicapped Accessible /V0 Handicapped Service Counters, 34 in., Checkout 3611 Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site P Variance required na ulTt urv-9-Y-INew Structure/Flood Plain certification,if req. s -Septic System Layout Required or On File i Buil ding Number or Tenant Address on Buildin orDriveway Water Fountain or Cooler Building Access All Sides by 20' /Ilriveable Surface 201 wide Okay To Issue TeLpp. or Permanent C/O s Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office Phone 742 Bay Road Queensbury, NY 12804 Phone(518) 761-8205 Fax(518)745-4437 Fire Marshal's inspection Report Request SCHEDULE Received: —Permit I INSPECTION ON: Name: CUM —) AM ( PM NYTIME Location: APPROVED N/A YES/ NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION s< INTERIOR FINISHES STORAGE X COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS ?Ct( R M5 oke-<VC-Y CLEARANCE TO ELECTRICAL ei 'St rVONC 5' REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL S45�qN CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN Q a f VENTED GAS FINAL APPLIANCE ROUGH IN ry) FINAL FIREPLACE 0 MASONRY ROUGH IN OK THIS DATE F, R C CO CN FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECTED BY FINAL coMDEVJCHR[Si/WORDILETTERS20OI/FIREMARSHALINSPECTIONREPORT11022001 ELLO-VV--, OCCYPANT COPY WHITE-BUILDING DEPARTMENT COPY j,6j A V, kt VZ (f)--, ltz"'tj'Lt) MOVER ELECTRICAL CONTRACTING 1757 Suffolk Avenue•Schenectady,New York 12303 (518) 356-2936 INSTALLATION AND FREE ESYIMATES • FULLY INSURED INSPECTION REPORT LICENSED ALARM SPECIALIST#12000111365 SERVICE,SALES,MAINTENANCE CERTIFICATE OF INSPECTION TO: Dunkin Donuts `TYPE OF EQUIPMENT AM MFG. DATE COMPLETED 714 Upper Glen Street 1 MP24 9112103 Queensbury, New York 12804 3 1 Series Smokes 2 Strobe Only's 3-Audio/Visuals TELEPHONE 2 Heats INSTALLATION LOCATION THIS CERTIFIES that the above equipment was inspected and Sett in operatIng_cgndltion: Norman s �Zlcal Contracting CONTRACTORS INFORMATION bY: System should be inspected by authorized factory trained technician to conform with NFPA and Insurance requirements Extinguishing System Checklist; 0 Security 0 Aux, Functions if Audible Visual Devices 0 Manual Stations gr Detectors 0 Flow Switch 0 Nozzles 0 Control Heads 0 Tamper Switch O Cylinder 0 Duct Detection 0 Water Detection REMARKS: Inspection and Test of the MP24 smoke detection and fire alarm control panel was satisfactory: _ The system were,fully tested, and worked well in all tests. All smoke detectors were cleaned.The ` audible visual devices operated normally. The system was reset and returned to normal operating condition. QrSee Device Sheet for device information O Deficiency Noted 6(system left in operating condition and owner's representative instructed on system operation. CONTINUATION WEIGHT INSPEC.ACK BY OWNER'S REP: SERVICE INSP OR' GNATURE: DATE SHEETS ARE A PART OF 9/12 /2003 THIS REPORT Cw a �7/ !. !.V �7 Rough Pluzing Nn�I� -Son 1&spr�i nQ�) Office No. (518)761-8256 Date Inspection reque ei r Queensbury Building&Code Enforcement Arrive: m a in 742 Bay Road,Queensbury,NY 12804 Inspector's Initial NAME: PERMIT M 7,5 LOCATION: LIS INSPECT ON: SL—,- TYPE OF STRUCTURE: -P Y N N/A P R-2,R-3,R-4 Drain Vents KCast Ir�Pper Drain/Vent Comm. -Pillm'-biniz Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes ater Supply Piping �.) o per Commercial A-V 0,'X`pper,C*PVC,Pex One&Two Family , Xsulation/Residential Cheek/Con-unercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated s2aces Combustion Air Supply for Furnace Duct Work Sealed Properly CONEVIENTS: -L:\SucHemingway\Building.Codes.Inspection.FORMS\Roiigh Plumbing Insulation Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received:' Queensbury Building&Code Enforcement Arrive: A'4&—am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspectors fnitials:D/ NAME: �0 rk PERMIT#: 4-7-5 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A ,Ixming COMMENTS Jack Studs Headers V10 Bracing Bridging V/ 11/' I Joist hangers d7t, 79',n Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. -0-'c5 Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls turf Metal Strapping for Notches Top Plate At I I I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses ��4101,rejr (/rus 4rvsy A Anchor Bolts or less on center C- 2,- 0,&. Ice and snow shield 24 inches from wall Fire separation 1,2, 3 hour 4c1d tle,4&,t .5-, 0(r`J-- Fire wall 2, 3,4 hour e4 A-r"- Firestopping Penetration sealed C� 16 inch insulation in cavity min. V/ A/ J Garage Fire Separation House side 1/2 inch 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:\SucHemingway\Building.Codes.Iiispection.FORMS\FraiTiiiig Firestopping Inspection Report.doc January 28,2003 Lands n/f of \ o `� PLANS HAVE BEEN APPROVED UNDER MJD LLC \ \ \ AUTHORITY OF A RESOLU 1ON 1101 Po \ Book Page 44 \� \ \C � ADOPTED BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, \ \\\ \ YORK WITH THE FOLLOMNO \ \\\ \ CONDITIONS: \\ \\ \ c I. THAT THE NEtGHBOR TO 9S Oj0 MAKE THE FOLLOWING r TA \ ' ,, � FOR THE NEIGHBMS M S �� \ \\\ \' � \ �, AN AREA OF ADDI NAL SPACE IN FRET OF �� . . Existing MH c \\ \ \ \` ' BUILD*X WITH LOW WOOMRim 98.88 (EG) ` \ •\ G'-qS Jumpm \ \ \ \ \ /yF 2. TO REL-OCATE T1 \\ \ \ V ENV Tl S--1 AT 11. \ CORNER OF THE AKA „1 NO. 1 ABOVE. S--1 {S A tom` CONCRETE CURBINGMISTING et.mac � FIXTURE. 3. LOCATE THE NIAGARA M POLE AT THE APPLICANTS EVENSE FROM THE NORTW ST TO A LOCAIM �g8 EXISTING PA \� \\ BEI44ND THE EASTERN MOST G To BE vED \ \ �� Z\ TO THE ADJACENT PARCEL TO TIC NORTH, IF UTILITY EASEMENT IS GRANTED AND NIAGARA MOHAWK 1 AGREES. 4. THE THREE PARKING SPACES IN THE SOUTHWEST CORNER LABELLED 12, 13 & 14 SHALL BE ELIMINATE IF THE NEIGHBOR TO THE NORTH GRANTS THE APPLICANT A TEN YEAR LEASE- � / o� �+ �5E 1 tic \�\ \ 9� FOR SIX PARKING SPACES. , P �;`� �1 ' �� I, �� \\\ \` 5. RELOCATE THE DUMPSTER TO THE //, PARKING SPACE NOW LABELLED NO. j / 1 STING SIGN \ \ \ 14 AND LANDSCAPE A PORTION THAT �j SAVED AND TECTED ,,. \ \ v� \ �\ IS NOT UTILIZED BY THE ©U 'ST'ER Q — ACCESS DRIVEWAY: DOSTING \ TO K V® v v�v \ \ 6. THE PLANNING BOARD WILL RECEM M BE R oc�7M / I , \\\ tpLANDSCAPING PLAN TO BE 40% ! ' 1 \ \�\ \ APPROVED BY THE ZONING / \ ADMINISTRATOR. / �" \\ 7. A NOTAMON OF A PROPOSED f Aems SNARED ACCESS WITH TH � NU ` v A PROPERTY WILL BE f ;U� ON To v FINAL SITE PLAN.' oaf \ \cam 8. TO GRANT A Wj =a t�INWW NU�t� `P PER 179--4-M M3}. / \\ ^\ \ 9. ALL CONN11 t3NS ! 000 vs ON THE FINAL APPROVED PLANS / \ EX61MIG ASPHALT PARKING SUBMITTED FOR THE ZONING / - \ AREA rc� BE REMovED `'o \ � � ADMINISTRATOR'S SIGNATURE. rip. �� \\ \ c Existing MH �" / �`�,, \ Rim 99.7 (EG) CRAIG 9RCfiIN, ZOtVG Afl1�tSTR'A / \ IlCati n 03 Existing M G \ 5 ;i Rim 99.7 CAP � � �} � Z ,. g Administrator / PAW TO 71 C��, O� / F QUEENSBURY / DUSTING CONCRETE SIDEWALK t4P '10 BE REMOVED G� / / RK]rWNED / r� \0 < LOCATION t:AN oo � S > \ tic � � � � / 5 • ' / E)QSTING G To BE DEMOLISHED AND RE MOVED .. l E)iISIM OPTIC TANK �- AND GREASE TRAP TO BE I / REMOVED � O 3 0 s� fi Lands n/f of v - v Frank J. Parillo , t Irh' Book 815 Page 241 BA •� � , \ l conc. Y. light base / DUVK I N DONUTS / RENOVATION OF UPPER GLEN STREET N i \�0a.qQW Y q TOWN OF QUEENSBURY COUNTY OF WARREN � OF 1 E �00. Longs n/f of co DEMOLITION PLAN MJD LLC / �jOA 60166 P�� Book 1108 Page 234 - aFEss►o� r 5 6/26/03 *was avwn Raps s ra ooWona DATE: 10/14/02 1kL£: 1'-te' . N » / C.LR E; • j , /,4/c>3 Aooa� url�.rnEs r�ouT1` 9 GARP Y Ro P. P.E. UG "a am" REV. DM- MOTE: fl ` BLEND INTO \ DOSTING CURB Lands n/f of MJD LLC 8 FT MAX. EQUALLY SPACED 18 IN + 4• MMD CUUTTS%.) EMPLOY1cE PARKING �AIL IM� 4 � Book 1101 Page 44 o .2� '� PROPOSED s IN I 1 9oLTs 1 I 4j� �fl DUtMPSTER ENCLOSURE---� + PLANT1NG STRIP Cj \ \ 4� �P I" 1 4 x 6 TREATED LUMBER 1 I / \'� 12 t S/ !' ASSED GRASSED STABILIZED ---�� T4tt? FLIER RV ff SLOPE TO STREAM / �. `�T-\\ \ R15' 6x6 TREATED POST FT LOW IN i SLOPE TO •` 00 c� \ \ FINISH GRADE =� \ OX N3' _ i Ex i s t in M,H F` \ PROPOSED S-2 ! --. + % Rim 98.8 (EG; ` \ \. ONE WAY IN SIGN LIGHT FIXTURE ; ' �/ / -4) / / ,� \ \ GRANULAR FILL 10 \ \ � PROPOSED \ ` ( POST SET 4'-6" MIN. 60 CONCRETE CURB 12"x12" SQUARE CONCRETE FOOTING r l"r-j `=' % s-1 � 0 3000 PSI1-� ... ,LIGHT FI)dURE / \ p D e � PROPOSED C` 2 - 3" LAG S •e• 00s 5' CONCRETE SIDEWALK DEPRESS EDGE 2" «+ PROPOSED B" PAVED .. Tn ALLOW CURB \ \\ � GUARDRAIL DETAIL (ALTERNATE PLAN ONLY ,; TO FLOW TOWARDS DITCH .` ,6$9 / \ \ � None C.1.R.F. \ ---------------- ---- ----------- - PROPOSED \ O L ARK I N M7A I L ^�� r, / s CONCRETE sa e Scale: 1'=10'-0" �t. �` - � y PROPOSED \ ONE WAY OUT SIGN �g { 5` � ap r+ o ®�"T"OUS PAVEMi iT ( 4 / �j► � ems\ !� \ \ \ �_ EXISTH� SIGN TO , URaJDCATED j REMAIN �� rib POLE / m�rnz lwTY r c '�• /� ` PLANTING �g 1 G � RS' �_ \ \ PROPOSED UNDERGROUND 2 ! 9 \ \ ELECTRIC SERVICE ,- \ PROPOSED G 8 CONCRETE CURB \\\ / \ �� TYP \V X . PROPOSED d (METE \ \��CON WALK v X r 6 HANDICAP PARKING PROPOSED .y6 � � � SIGN /�/ BITUMINOUS PAVEMENT / 000le 5 \ , Existing Mr PROPOSED Rim, 99. 7 !FG) k3 DUNKIN DONUTS G� Z i f' / R15' (2244 SF) to / \ S-1 PROPOSED LIGHT FIXTURE �;� PROPOSED S-1 LANDSCAPED HANDICAP PARKING ACCESS LIGHT FIXTURE \ AREA R15' ' (YELLOW STRIPING) 0 sting UN S-3 AD ;' Ri 99.7 (EG LIGHT FIXTURE 's+ 9CAPEDWINDOW / '• b PROPOSED / \ J Rs' PROTECTmm BOLLARD �Oa BOARD ,d TYP. OF 5 Pc� st FT ' g / CaM ER WALK .4 R5' ?. 10 3 FT DROP IN 5 FT ol 30' WADE POTENTIAL FUTURE SHARED a'S PgOPQSED ACCESS LOCATION TO BE SHARED ' 3 X-O LAWSCAPED AREA WITH THE PROPERTY TO THE SOUTH SEELH � RAIL DETAIT IS T 8"t DIVERT WATPAVED ER 0 93�'33' �•�� PUSSY WALL SHRUB 2" MIN O� R15' C�4J � (TYP. OF 10 91'14.53' 4"-6" TOPSOIL, PLACE SLOPE PAVEMENT Sb. STABIUZATION FABRIC AT S-1 CONSTRUCTION GRASS ASAP LIGHT FIXTURE ? . PROPOSED ,gyp �. / o STANDARD FILL H� W. GRAVEL BASE STRIPING R5 R70' __T===s=wiz:=i=z COMPACTED SUBBASE NOTE: PAVEMENT AND GUARDRAIL EXISTING STREAM FABRIC FOR ALTERNATE PLAN ONLY C753.2 � e' 1 r Rom' / Lands n/f o f Frank J. Parillo LIGHT FIXTURE / Book 815 Page 241 EDGE OF PAVEMENT DETAIL UNION ON Scale: None To 1 FT W NN CIPM a . \ D STABILIZED g' �+ 9'X9' AO \ SLOPE TO STREAM FENCED W1 H ATE / / DUNKIN DONUTS RENOVATION OF UPPER GLEN STREET ti 3F N E W Y TOWN OF OUEENSBURY COUNTY OF WARREN STATE t>F NM YOW soy \ /' / '� ,I a.Ro �0 0 uj Lands n/f of ° _ 5 s/26/o3 �°m "°° ° s LAYOUT AND MATERIALS PLAN MJD LLC \�� / A N 60166 �� 4 6/18/03 Noma w m TO womw� --w M mm =owo rMu Book 1108 Page 234 OFESSIO�P 3 5/4/O3 CHANGED SIDEWALK WIDTH dt MISC CFI1WtES 2 3/14/03 REMDVED PARKING SPACE 6 do MISC CHANGES DATE: 10/14/02 SCALE: 1"=10' OM NO.: dot / , 2/4/03 ADDED GRASS STRIP AND GUARDRAIL. GARR Y ROBINSON.. P.E. P.E. UC. N0. 60166 REV. DATE: NOTE: COIi►SIrlLl7XC JI'XGIXE'.�B SHEET � OF � 0 Lon ds n f of \ \9 MJfl LLC .� Book 1101 Page 44 \ \� 9f so + + + ++ / S Vr a \ \\ V .+,+,++ + / Exi MH ++.,+ // Rim 98. (EG) +.+ // \ SPROPOSED S-1 LIGHT POLE \ + PROPOSED LIGHT FI (TYP.-4) + 0 \ GRASSED AREA ' \ \ lYP xx / • A �� PROPOSED MULCHEDAREA AR TVP. 14 / / O I E U /' \ 0 \Zr 3-1 00000' r \ cry\ \ \ \ \� - /X �, $ 0 d�/ \ .Y. s 2 \ \ cs \\ MY \ \ .46#� / // \ HOPE No SI.OK / \ cy rC� / PROPOSED \ \ 00 / / / " \ . r DIA. ADS N-12 \\ \ \ / 0 9 PROPOBEID 6' DEEP x 8' DIA. ORVLL \ \ \ \ / �/ HY 2 TYP. OF 2 � Existing MH / \ r@ O �' � \Rim 99.7 (EG) / o PROPOSED ' o yIP + DUNKIN DONUTS \ \\ CLEAHOUT \ S-1 / AN (TYP OF 2) LIGHT FIXTURE / S"1 PROP0a3FD S LIGHT FIXTURE LIGHT POLE \ \ + (TYP.-4) 3 + xistin MH S-3 ;9.75 (EG) + LIGHT nXRM G / , / Q Jv 0 �P�� ♦ 0 o / PLANT SCHEDULE jP 20 ' 1000 QTY. TAG PLANT NAME SIZE SPACING 0 1 �•2� 9 JP Pfitzer juniper 24"-30" 5' o.c. MID 5� 6 A Andora juniper 15"-18" 3' o.c. 13 CB Crimson barberry 3 gol. 3' o.c. i 5-1 LIGHT F1XTW 1 VO Viburnum opulus 3'-4' BB 5' o.c. \ PROPOSED oet 19 EU Emerald,- 9 Y euon ymus 15"-18" 3' o.c. \ I MD CAL. 1 MP Mugho pine 18"-24" as shown 6v.ASE TRAP \ HEAVY DUTY 2 CV Cranberry viburnum 3'-4' BB as shown 3 SP Anthony w spirea 18"-24" 3' o.c. 400, Lands n/f of 7 HY Blue boy/girl holly 24"-30" BB 4' o.c. S-2 / Frank ✓. Parillo LIGHT FIXTURE Book 815 Page 241 3 AR Acer rubrum 2.5 —3" cal. as shown 60 DL Day Lilies 12"-24" as shown / 10 PW Pussy Willows 18"-24" as shown 5 JH J.H. Blue Mat g"-12" as shown \ DUW I N DONUTS RENOVATION OF UPR GU% STFAET S ` / TOWN OF QUII BURY CEkl Y OF 11BiRl I > QF' NEB Oyu / •/ �gF NEW V %A.R p Lands n/f of /,� • °C MJD LLC UTILITY & LANOSCAP90 PLC Book 1108 Page 234 \\ #09 No �� 5 6/26/03 owwm PNOo a A00=Ndo Pi Corers .� C. fl.F. •� �FESSIO�P . i ' 4 6/18/03 is mmm�M um� ML DATE. 10/14/02 SCALE: 1 0IAtG. MD. ddwW \ QA P.E. LJC N0. d0180 REV. OMiTE; NOTE: G1 xnm l'x%vam rs� a. 1. Lands n/f of ,o MJD LLC Book 1101 Page 44 \ \ \ P � , �� \ EG Existing MH Rim 9&88 (EG) \98.64 (EG) \\ 7 K d le x 9 EG) 78 10 x X / \ li s--1 \ QQ LIGHT Fl PROPS CATCH 13ASIN1 / RIM 9&30 ` 72 x NV. OUT 94. \\ \ �'iA PROPOSED HC RAMP (TYP.) 401b, • � \ �� 401 99.73 (EG) 0(4 (5 DEPRESSED c? / 9L88 x \ O X 3 .� X \x 97 G) PRE CATCH BASIN 03 ac / \\ \ INV. IN 1 m 2 96.98 x 9!l.38 \ \ NV. 90.18 (42- �) (D 32"WMA Im"mD. 99.75 (EG)� 1 O • �e'�. Z \\ (TIVIP.) 1 MATCH EXISTING GRADES / 0` ALONG PROPERTY LINE 06 Av �a �fj2� t 00.G 3 E G! \� X / PROPOSED op CATCH BASIN 02 0 RIM 97.80 NV. N 94.24 0� � / i NV. OUT 93.89 DRAINAGE FLOW ^� P. -k �� - FIT W/OUM.ET D E xis t in g jW4 ) �c Rim 99.7 o� DUNKIN DONUTS F.F. ELEV. 100-30tD /101 \ a 98.30 x ' FLIGHT FIXTURE � � � / S-1 UGHT FIXTURE (EG) 98.61 x xisrinnr VH S-3 99. 7. '�G) LIGHT FDCTURE 99.50 P 4 / i am X x .SO pay f 99.36 'EG; d x 99.70 w r �O o Z / �• �� ,ass, it loom20 .00 MATCH EXISI MR GRADES OG 96ao ALONG PRVPERW UNE HP 9 X S-1 / + LIGHT FIXTURE MATCH EXISTING GRADES / \ ALONG PROPERTY LINE • 99.30 x J 98.60 (EG) 9.37, (EG) " r O �� "5•e Lands n/f of NOTES: S-2 Fronk J. Porillo 1. ALL GRADES SHOWN ARE FINAL GRADES. Book 815 Page 241 2. ALL GRADES WITH AN (EG) SUFFIX ARE EXISTING GAt3E5 / WHICH ARE TO REMAIN. "j 3. ROOF DRAINS TO 8E ROUTED UNMRGROUND TO THE /\ 0 99.00 x s(EG) 98.42 OTH LSLS. LOCATE TRU SPIPE SO AS NOT TO CONFLICT WITH x 98.70 / _.... x 97.85 "KIN DONUTS ' / RENOVATiON OF P GILD SWMT v NE QF OF�p"��C U T a.aoe y0TOMf1+l 1f � SM , r Oy 98 71�x / / P�� 9� * ` ; O. 9 .50 x / - /� _ �? 5 6/2S/03 mom= mma N s M® F.a OwAmum ds n/f of �- Na GRADING l JD LLC '�• 4 5/14/03 REV. FOR CT MAtE Ot12 COMMENTS ` 108 Page 234 °FEssE 3 5/4/03 REV. SPOT =AMs , 2 4/12/03 ACM CATCH 009 • SPOT GRADESCA / 1 3/14/03 OATH R MSC. CNA AMRRY N'ADDED CA?CN l : P.E. UC. N0. d81dd M. GATE: 36 o s 4;�: 77-77 : O KP O \ o ** Lands n/f of MJD LLC Book 1101 Page 44 v� o , LIGHT FIX o \JJ o \ ` O Gj \ o ' 2 \ 5 G o o% < � o 4 o \ g 0000 o o 2 C l o -� v y o o Y-) LIGHT �, A o / A \\ � \ o \/ O N\ \'I �a �• '1 Y 10 O O \ �. o ? o o o \ Z o \ o . 0 o . ' . .. o \ 3. 0 �\ "Oe ....... ... ....:._... .::.:.._:..'.. .. .... \ •.� { vow ,� �IPC o \ 0 O r . . .....: ....... :.... o �. ...... .. .... O o kw 2 A.: _ . LIGHT FiX1URE 0 14 \ V( t .. .... A O O - O o ' ,�. o O \ i O \ y . \ \ O \ w. o o J o \ o o �0 Zol p ,� O \2 oh. �., o \ o �s o o 0 -�� o s. o o \ o O o \ o \ O \ o (�o o \ Q /S-�1 0 0 V v L 1 LIGHT FDCRM o \ CT' b iF 'T o O \ s r o 0 0 _? o \ o o _:-C Lands n/f of r1 r ti Frank J. Parillo o, ;;2 Book 815 Page 241 2 o O O O o o \ k J LIGHT nX1URE � '" Y/ O 14 1. ALL LIGHTING SHALL MAINTAW A UNIF`ROWTY Ft �` . O o o , of NElyy RENovATIQM OF UPPM 1.EN S ' T a•Ro , 9 TOM OF MMaKIRY COL#M OF V I R NMI 7 v o o �. .0001 O - W OO \ TiPLAN Loads n/f ofso,ss �z MJD LLC �FESSIUNP Book 1108 Page 234 0 \ 3 6/29/03 ADDED NOTE ON U.C. t , v O 2 5/5/03 REV. CURRENT IJGWM {V1T E /0/14/a3 S6�4t E: 1`+gyp' o ` 1 4/1/03 HOED CUMR PLATES TO RXTURES P.E. UC. NO. WIN REV. DATE: NOTE: < \J O GRADING NOTES; WATER SYSTEM NOTES: CONSTRUCTION NOTES: ENVIRONMENTAL NOTES: 1. EXISTING UTILITIES ARE SHOWN ON THE PLANS, THEIR LOCATION. DEPTH AND 1. ALL WATER SERVICES SHALL BE A MINIMUM OF 3/4' TYPE-K COPPER. NO JOINTS WILL BE ALLOWED 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE-OUT ALL DIMENSIONS ARE BELIEVED TO BE CORRECT. THE CONTRACTOR IS RESPONSIBLE BETWEEN THE CORPORATION AND THE CURB STOPS. IMPROVEMENTS, VERIFY GRADES, AND ANY DISCREPANCIES SMALL BE 1. STEPS SHALL BE TAKEN BY THE CONTRACTOR TO PREVENT 7RA0010 OF FOR VERIFICATION OF LOCATIONS, AND NOTIFICATION OF APPROPRIATE GOVERNING BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. ALL GRADING MUD ON TOWN ROADS. ANY TRACKING MUST BE CLEANED IMMII f AYMY. BODIES PRIOR TO EXCAVATION. 2. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM FIVE (5) FEET COVER BELOW SHALL BLEND INTO THE SURROUNDING GRADES AT THE EDGE OF THE FINISHED GRADE AS SHOWN ON THE DETAILS. CONSTRUCTION LIMITS. 2. HAY BALES, SILT FENCES AND (CATIONS THEREOF SHALL BE UTI&M 2. PRIOR PROJECT CLOSE WHERE REQUIRED TO PREVW EROSION OF C RADES/SI.OM AND lHE OUT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND EXCESS 3. CORPORATION STOPS SHALL BE STYLE H-15008 COMPRESSION TYPE BY MUELLER. CURB STOPS SHALL 2. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ALL ITEMS DAMAGED MIGRATION OF SILT, OFF SITE. TH MEASURES SHALL BE IN KAM *HERE MATERIALS FROM THE SITE.. ALSO, ANY DAMAGE TO FIELD OR FACTORY APPLIED ESE BE STANDARD WATER WORKS GROUND KEY TYPE WITH THE DRAIN AND COMPRESSION COUPLING FOR COPPER SHOWN ON THE SITE PLANS AND WHERE DIRECTED BY THE PROJECT FINISHES SHALL BE REPAIRED. TUBING ON THE INLET AND OUTLET, MARK 11 ORISEAL, STYLE H-15219 BY MUELLER. AND SHALL BE INSTALLED OUTSIDE OF CONSTRUCTION LIMITS, F ANY DISTURBANCE ON THE SITE ENGINEER DURING CONSTRUCTION. 3. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY FROM STRUCTURE AND PREVENT FLUSH W/ FINAL GRADE. WHICH ARE NOT PART OF THE IDENTIFIED WORK OF THIS CONTRACT. PONDING. FINISH SURFACES SHALL BE FREE FROM IRREGULAR SURFACE CHANGES. 4. CURB BOX SHALL BE STYLE H-10385 FOR FIVE (5) FOOT BURIAL BY MUELLER. OR APPROVED EQUAL. 3. CONTRACTOR SHALL VISIT THE SITE TO OBSERVE ALL EXISTING SITE 3. HAY BALES / SILT FENCE SMALL BE UTILIZED TO PREVENT SE.TA'IIEE'!N ;FILM CONDITIONS PRIOR TO THE START OF WORK. CLOGGING/ENTERING THE ADJACENT STREAM. 4. ALL AREAS REQUIRING FILL SHALL BE BROUGHT TO GRADE REQUIRED IN 8' LIFTS. GENERAL FILL SHALL BE FREE OF DELETERIOUS MATERIAL. AND CONTAIN NO GRAVEL LARGER THAN 5. CHLORINATION, PRESSURE AND LEAKAGE TESTS OF WATER MAINS SHALL BE IN CONFORMANCE WITH NYSDOH 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY APPROVALS AND PERMIT'S 6'. PROVIDE COMPACTION AS REQUIRED BY THE VARIOUS DETAILS ON PLANS. AND A.W.W.A. STANDARDS. PRIOR TO BEGINNING WORK. BACTERIA EXAMINATION AFTER DISENFECTION AT A NYSDOH APPROVED LABORATORY SHALL TAKE PLACE PRIOR 5. PROVIDE FOR SMOOTH PITCH AND POSITIVE DRAINAGE ON PAVED AREAS AND ELIMINATE LOW DEPRESSED TO UTILIZING THE WATER FOR POTABLE PURPOSES. 5. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY DURING CONSTRUCTION. HE AREAS TO PREVENT POCKETING OF WATER. MAINTAINSHALL 6. THERE SHALL BE A MINIMUM HORIZONTAL SEPARATION OF TEN (10) FEET BETWEEN ANY WATER MAIN AND ROTECT THE WORK, EQUIPME BARRICADES,EQUIPMENT, PERSONS AND PROPERTY FROM DAMAGE. 6. PAVEMENT SHALL NOT BE LAID WHEN GROUND TEMPERATURE IS LESS THAN 40' F, AND AIR ANY SEWER, SANITARY OR STORM. THERE SHALL ALSO BE A MINIMUM VERTICAL SEPARATION OF EIGHTEEN (18) TEMPERATURE IS LESS THAN 50' F. PAVEMENT SHALL NOT BE PLACED AFTER NOVEMBER 25. INCHES BEWEEN ANY WATER MAIN AND ANY STORM OR SANITARY SEWER. 7. CONTRACTOR TO PROVIDE RECORD DRAWINGS FOR ALL FACILITIES TO BE TURNED OVER TO THE TOWN. 7. A WATER METER SHALL INSTALLED BY THE OWNER THAT IS COMPATIBLE WITH THE TOWN REQUIREMENTS. 7. ALL STORM SEWERS SHALL BE CONSTRUCTED ACCURATELY TO LINE AND GRADE. PROPERLY BEDDED, NO WATER SHALL BE USED UNTIL THE METERS ARE SEALED BY THE TOWN. 8. ALL EXISTING UTILITY LOCATIONS ARE APPROXIMATE. CONTRACTOR TO AND SUCH THAT ALL JOINTS ARE WATERTIGHT. FIELD VERIFY. CONTRACTOR TO CONTACT UFPO AS REQUIRED. 8. ALL MATERIALS SPECIFIED ABOVE ARE SUGGESTED QUALITY. ALL SHALL BE IN COMPLIANCE WITH TOWN SPECIFICATIONS. 8. EROSION CONTROL MEASURES WALL BE PROVIDED WHERE SHOWN AND AS DIRECTED BY THE PROJECT 9. ALL CONCRETE STRUCTURES, COVERS AND GRATES ARE TO MEET HS-20 ENGINEER. LOADING REQUIREMENTS. P, WASTEWATER NOTES: �y 1. ALL SANITARY SEWER CONSTRUCTION SHALL COMPLY WITH THE TOWN OF QUEENSBURY SANITARY CODES AND ALL WORK MUST BE INSPECTED PRIOR TO BACKFILLING. k HCSYMB.DVIG i SIGN PANEL (12 x 18') HEAVY DUTY ALUM.; NOTES LETTERMIG PER THE MANUAL OF •TREE SHALL BEAR SAME RELATIONSHIP UNIFORM TRAFFIC CONTROL DEVICES TO FINISH GRADE AS IN THE NURSERY. NO. P4-SC; BACKGROUND COLOR TO •THIN BRANCHES & FOUAGE AS DIRECTED BE WHITE, CHARACTERS TO BE BLACK, WHILE RETAINNG NORMAL SHAPE OF INTERNATIONAL SYMBOL OF TREE. NEVER CUT A LEADER. ACCESSIBILITY TO BE BLUE •TREE SHALL BE PLUMB & STRAIGHT. Iwsrxan ` ATTACH 1/8' GALV. STEEL CABLE ANSI STANDARD HANDICAP TO STAKE. NOTCH STAKE TO RECEIVE 9• SYMBOL •- CABLE. ENCASE WIRE AROUND TRUNK IN REINFORCED RUBBER HOSE ABOVE LOCATE SIGN 2'-6' OFF EDGE OF FIRST BRANCH. SECURE ALL ENDS OF CURB OR WALK CABLE WITH GALV: CAMPS. 1-3/4" SQUARE GALV. STEEL POST 4' GALV. TURNBUCKLE EA. CABLE 30 PAINT ONE PRIME AND TWO FINISH 3"0 x 8' CEDAR STAKES, 3 PER a COATS BLACK MARINE ENAMEL TREE. STAKES TO BE SAME HEIGHT, DRIVEN N ON AN SUGHT ANGLE. m 2' SQUARE GALV. STEEL SIGN POST TYR STAKES TO BE OUTSIDE OF ROOT 8AU_ STOCK SLEEVE TO MATCH POST NEATLY WRAP ALL DECIDUOUS TRUNKS TO A HEIGHT OF THE SECOND�. FINISH GRADE (LAWN OR PAVEMENT) BRANCH (FALL PLANTING ONLY)LOWEST A. r._' _ 3' HT. PLANTING MIX SAUCER s. k• iT. _ Tr 3' DEPTH PINE BORIC MULCH; 0 • I r PULL MULCH AWAY FROM TRUNK. .# N ' t AMENDED PLANTING MIX. COMPACTED DIAM. -;� 12 aA. SONOIUBE FOOTING - -s o CUT ROPE SURROUNDING ElOTTOM OF TREE = ..• '.� • 4-1� 3.500 PSI CONC. TRUING AFTER BAC KnLLING BUT BEFORE r .. ; = MULCHING. DO NOT REMOVE BURLAP. NATIVE SON. DRAWAGE MOUND, 1. ALL PAINT TO BE CHLORINATED RUBBER-ALKYD TYPE COMPACTED TO 92% COMPACTED SUUBGRADE AASHTO M 248 (FS TT-P-115), TYPE 3 COLOR WHITE UNDISTURBED SJBGRADE y SYMBOL HANDICAP PARKING SIGN r ,= HANDICAP DECIDUOUS TREE PLANTING . N.T.S, N.T.S. N.T.S. A 36' b8t, 2" HARDWOOD FENCE POSTS, DRIVEII WN. IC INTO GROUND MATH. f d .• • f d 36' MN. FENCE POST • , . .d a • f d '.'a • • a a f f ' • a d v ° • a � • d f f •• • : • f • • 40 • da -- DROP CURB • • ,4 • f • • d • •, . (1/4" MAX. REVEAL) v _ a f d• 1 4Ds1G F • • MitAFl eOR APPROVED .. • d _ • f d • • a • • • a • i d 0 e 6 C�►RB • a • • a • 4 a O iD • • 4 4 •. d • f' a a • f A • r A • • • •v • • FLt�IIM I --_y 5-0" FREE STANDING HANDICAP _ _ CONCRETESIGN TO MEET ANSI SIDS. .. . SIDEWALK (12 x 18' MIN. SIZE. 4'-0" _ MIN. MOUNTING HEIGHT AT /'� FILTER BOTTOM OF SIGN). SIGN � KID GROW SHALL NOT BE OBSCUREDMAX. Sl.OPE 1400( tMtAFl FABRIC qi APPROVED Ep1AL; 6 ALONG � BY A vE)tICLE IN THIS SPACE. PERSPECTIVE VIEW FAS1EtYFD SECUELY TO FE)M POSTS SEC�tNV w/ STAPLES 10 1:t 0 4" WIDE PARKING LURES PANTED WI N?E STANDARD SYMBOL: , •SPACE SHRUBS AS - NON - HC PARKING AIM STANDARD 0 S S SPACE (TYP.) HANDICAP SYMBOL 2' DEEP MULCH ' �'�000 •IMN INDICAEIRAN�D SAUCER AROUND CW,, ° FOLIAGE BY 1/4, SHRUB - w RETAIN NORMAL PLANT SILT FENCE DETAIL SHAPE. NOTE CUT AND REMOVE _ � 0 IlT.3. MAXIMUM SLOPE WITHIN BURLAP FROM TOP � 3' FG. HANDICAPPED PARKING 1/8 OF SHRUB •e d AND/OR STRIPED AREA BALL ---- DUNKIN DONUTS SHALL NOT EXCEED 1:20 AMENDED BACKCFILL d NO-PARING STRIP - - -- - - - - RENOVATION OF UPPER GLEN STREET PAINTED IMTlH 4' MN. ARIFY DIAGONAL LINES TO r DEPTH �pF NEhr y } TOWN OF QUEENSBURY C OUINTY OF WARREN STATE OF,NF"1N YOM 9'-W TYP W-Cr TYP. -or •. �Q-t R ,F * --- - ---- - � i MIN. MIN. MIN. OF BARE ROOT - - -- - - ' P Z ac - -- - - --- L 1Q_'-0_ M!_i. L SPREAD ---- # SITE DETAILS a NOTES 0 No 166 �� - -- - --- TYPICAL PARKING LAYOUT D E TA I (� DETAIL TO ANGL CD STE PARKING REQUIREMENTS) SHRUB PLANTING DETAIL '°9�FESSIONP`' - � - --- - -- N.T.S. N.T.S. DATE: 10/14/02 SALE: AS NOTED DWG. NO.: O SHRB-PLT.DWG - 6/29/03 ADDED NOTE ON WASTEWATER CARRY ROBINSON., P.E. +- P.E. UC. NO. 60166 REV. DATE: NOTE: coiavLfm sp SIH T' ' s OPO" ANT AtAA r IN 11100VAIS �+ POURABLE SANE SEALANT PROPOIW 15' OIA. ADO N-tom INSIDE FACE OF MANHOLE � IRV. 8xv. 93.6t1 Ct`IAIl91 811dC1i1 FiiNSFI CONCRETE WALK CONCRETE S�EWAUC MORTAR AFTER IMSTALU►noN A Mi°Cp�D HOLE Sm WA Y BUTY ! MATE 81GYM P'11�++#.CCIF, MA ETEV.`97M DETECTABLE TEXTURE HEAVY eaooM FINISH (T'YP.) NENAli MOW R-- -5 Olt EQUAL. WARNING PROPOSED t3'x6' I.D. `-�'"'' `�"�'`" '• '+ o + STAINLESS STEEL SO. PRECAST CONCRETE • G o O ALl1hR#itN1►1 AHOY K°RBAND .,.. BAND CLAMP 80X • t! O C O O o ao ` � 2' PIRC>JECTION INTO '•} - "-' O O O O C? O o O o `� M.H. AT PIPE SPRING JNE =47 6" CURB (TYP.) FLOW FLOW 7 �- r EXISTING 42" OIA. RCP FORM NEW CEMENT INVERT INV. ELEV. 90.16 8 x 6 x 6/6 REINFORCING �x� 1/4" REVEAL FM.N. VERY. 1C} EXISTING LIVERY { COMPACTED SUBBASE J7 TOP OF BASE SLAB NYSDOT ITTlA 304.05 TYPE 4 3' MIN. COMPACTED SUBMADE / T-0' MAX, PRECAST CONCRETE PLAN BASE SECTION ;. . Y WIDE TROYCL EDGE - 1/2' R SCOW JMT ° 5' HANDICAP RAMP ItTERVA4S MAX ADJUST LOCATION OF HEAVY DUTY FRAME Bc ORATE SEWER CONNECTION TO EXISTING MANHOLE TO MEETa GRATE AS RED. BICYCLE PR+QOF, -8 9744 COARSE BROOM FIHSH CONCRETE WALK N.T.S. NENAH MODEL R-3404-6 OR E�it}AL, N.T.S. O O O O ADAPTOR FITTING IF REQ`D END CAP FOR FUTURE TY LINE. R.O.W. OR CONNECTION EASEMENT LIMIT 0 0 0 0 o b 43. OR 30• eElyb AS REQfD - — T�" Dw L ADS W-12 O O Q PROPOSED 6'x6' I.D. INV. l�Y. f13� /- Yx 4' PRESSURE TREATED SG.. PRECAST 48' OR 60' WYE STAKE f BOX SEWER MAIN SEWER LATERAL LATERAL ON PRIVATE PROPERTY - 6 x 6 x 6/6 REW �IdINwWM MIN. SCH. 40 PVC MIN. SDR 35 PVC COMPACTED SUBBASE NYSDOT M 304.05 TYPE 4 Flow FLOW COMPACTED SUBGRADE SEWER SERVICE CONNECTION - PLAN EXISTING 42" CIA. RCP INV. ELEV. 90.18 CONCRETE WALK N.T.S. FINISHED GRADE N.T.S. 9 MII+I. PEuI 1' ASPHALT TOP COURSE SLOPE: 2R III. 1 4' Ji 2 1/2' ASPHALT BASE COURSE SO'D• BEND ( / PER FOOT) REVEAL SECTION i r? "> 2'x ex L PRESSURE-IREA10 STAKE ----1 :' Oo �� ` 8' COMPACTED GRAVEL SUBBASE SET PLUMB AT END OF LATERAL vac ° PIPE BEDDING AS REQ'D • :�,� �� UNDISTURBED SUB-GRADE PROPOSED CATCH BASIN (IN ROUTE 9) co�PACTEo SUBGRADE + ; '�� tf BITUMINOUS PAVEMENT DETAIL ��' DIUS TITS t/Y RA CATALOG NOe R-17an 8Y 1' RADIUS SEWER SERVICE CONNECTION - SECTION WMAN Oft EQUAL. FINISHED GRADE Nts HEAVY DUTY FRAME AND COVER FINISH N.T.S. GRADE b {{) (0 ° i I � C1�STPLJ► SAW-CUT EXIST. PVMT. IN TRUE LINE KEY PVMT. AS C e'' LIGHTING SCHEDULE SH011 N• TACK COAT Man OF EXIST: PVMT —{I � FIXTtlItE TYPE eRAlND CAT MR�tfw PRIOR TO PLACEMENT OF NEMI PAVEMENT. ( I :-0 s �° 4. P61 DAYS ` °° •-- COMPACTED GRAVEL. U111P wA1TAGE _ram LAWN RESTORATION T. RESTORATI i ; -� - ° - N.Y.S. D.Q.T. MDA St WOE-UTE EN.IH!'0 M-CV-YA2 �d0 V ATT. FORWAM lN1A NORMIR'AL LAMP, METAL NAinE 2W 20!m c o v c I- CXlT-OfF T1I7Nr CiliC. IIOtiR1TlD AT EXIST. PVMT. '� `� 3D4.06 SUBBASE 2W MOVE QRACE ON C SQUARE POLE AS� CNEW PVMT.. SEE DETAIL J oo il: TYPE 4 52 VAOE—LM EALM-70-N*-QV—QV 70 WATT. F {I= LIOFiT POLE AS PER ORNrAI1D 71N��HOI�ITAL tJWP', METAL t•NANJOE 70 • L1GHIM SCHEDULE CUT-OFF TYPE OPW MOUMIED AT 5'� I ;i ! I �{ UI+WIS1i1RI D AND SPECIFICATIONS. ICY MOVE OMW ON 4' SQUARE POLE .: :. -4 . . COMPACTED OR tx� - r I_ -��' - SUBGRADE S3 EXCEUE PC'aH TYPE 3 O�TI�LITIOIN, CUT—OFF OPTIC NtAtl METAL WAtJDE 17'S i3,300 �� " •• �, '�� .:�a ,f PAYT AND BASE ♦.era, ..�•'. .y•'•^ Ir Q' MOUNT FIXTURE MOUNM AT tY j(�� :.::► :': .= IF ABOVE ORADE NOL°'' z 0 TRENCH WALLS LAID BACK PER ��=i � OSHA R£O'MTS. OR TWq S1 to be p n 69 aft SC-10-Mho" U0� MrAd aoaMory. - I A.O.B.E. CAST-IN-PLACE CONCRETE CURB T S2 to be N WM11A r Slf-dO-E h *Amoocewory. nd Type S1 a S2 to be pro. d dM AW wrtlNlbr. I Taf - N.TA '! ►-i FMJAL TRQICM BACKFRl BORROW: 11=I o F MATERIAL FR IN GRASSED AREAS. EEFROMROp(S I' �! COMPACTED SAID/GRAVEL IN PAVED AREA. COMPACT IN ONE FOOT LIFTS TO 95X STANDARD PROCTOR. 4. t CHAMFER PVC PPE- POURED CONCRETE BASE, SON 40 - : " ;"� :~: ' PIPE ZONE BEDDING- POURED PSI CONCRETE, > - COURSE SAND WITH NO MORE ,,` ` •'• !�= THAN loll: FhVES. NO PARTitXE MORE RUBBED FGN91. 6' LAIN. +4'!i �� t►'jh�tF ,II II THAN 3/4' AND NO MORE THAN 10R {�_ I(- =: RETAINED ON A 1/4 I OR PEA STONE 1/4' SIZE. 3 4 x 32 x 4 GALVANIZED BOLTS AS PER MANFGS. a SPECS.. 4 REM. SaNOTrJ.E A UTILITY TRENCH �PROPOSED FONSHED GRADE. N.tS DUNKIN DONUTS _ - COMPACTED SUB- MADE of NEW RENOVATION OF UPPER GLEN STREET a 9¢ TOWN OF QUEE7ISBURY C'OUIM OF V l SUA OF NEitt YM ' pECaFK`.A yr Z cc • W 4 - 2 i_=� _ o. sous �? SITE AND UTILITY DETAILS 1B' DM. A9OFESS110 LIGHT POLE BASE DATE: 10/14/02 AS MOTTO DWG. NO.: ee►►t� t 1 5f 4/03 ADDED CATCH eAs�1 & LIGHT DETAIL GARR Y ROBINSON, .�. '. QT.S P.P.E. LTC. NO. 6t>7B6 REY. LIATE NOTE:: COXSYlLlfXC Jt�ll�� %wOF . 8 GREASE TRAP 1. GREASE TRAP TO BE FORT MILLER, OR EQUAL. TANK TO BE HEAVY DUTY IF WITHIN TRAFFICED , 24" INSPECTION0 OUTLET AREA. TANK TO PREFERABLY BE SEAMLESS IF COVER (TYP.) o NOT PROVIDE SECURE WATERPROOF JOINTS. I 2. PROVIDE 6"-12" OF COVER OVER TANK. is PROVIDE EXTENSION COLLAR IF COVER OVER TANK EXCEEDS 12". 3. PROVIDE MIN. 3" PEA STONE OR GRAVEL BASE UNDER GREASE TRAP. 4. WHERE SEASONAL HIGH GROUNDWATER (SHGW) CAN RISE ABOVE THE TANK BASE ANCHOR 11•-0" AGAINST FLOTATION AND DO NOT PUMP DURING SHGW PERIOD. 5. ALL CONNECTIONS TO GREASE TRAP TO BE PLAN VIEW INLET WATERTIGHT FRAME AND COVER; CAMPBELL CEMENT MORTAR ALL FOUNDRY PATTERN NO. 1203E AROUND FRAME, TYP. OR APPROVED EQUAL, Typ. PROPOSED FINISH GRADE PRECAST CONCRETE GRADE �(TJl1+ISIONS AS REQb; CEMENT TAR SHALL BE PLACED BETWEEN SECTIONS & ENTIRE EXTERIOR FLOW 20"0 MIN. TAPERED PRECAST CONCRETE REMOVABLE PLUG 4"0 PVC INLET PIPE USE LINK SEALS ON ALL INLETS AND OUTLETS 1500 GALLON SEAMLESS PRECAST I � CONCRETE GREASE TRAP---e/ :c cu, 6" FOR OUTLET IN REAR U -------BACCFiLL WITH EXCAVATED MATERIAL _SECTION VIE �--- COMPACTED SUBGRADE 1500 GALLON GREASE TRAP N.T.S. l t#V M4UTS of lgEp►y RENOVATION OF Upl t p� R.R O,p TOWN OF QUR► COUNTY OF WARM49 sum or 2 UTILITY DETAILS �PESSIQ I DATE: 10/14/02 SCALE: AS NOTED �i. NO.: ddnlbd s/�/03 r DELETED DRY WE11. DETNL/AppEp NphS P.E. M Na 601W un, f_A A D V ; - sow PAOM M LPF. 16 Condit n1f of few - MAD LLCM ' r troy P"o 44vp . �,. 14 y . . i y _ , _ , Y , Lam olf of � e s AN g • ../fOF . : lx L,+ Ir n,Ii►or _ L,LC Back-Ilm Aop 2J4 : .. LP.F � 3-L7.5 or � • � . ZOQ3 AW00 N o��g g��Y TOw 0110 BC' D C�--olDE : LP,F. r Es MAP, OF A , URVEY MADE FOR •I.R.F. ROW ROD FOUND � �pND o #.PF. PIPE FOUND �C.S� 3. SriAAA j OF � ``� a DON" V a fi.R.5. �1+1 Rt� sE1' J4 ��° LLC ' 4 u*m POLE ALL c 1 BAMED MIME FENM TOW OF QUWt JRY. GdVtTY OF WAMVX STATE 4F ErEN► YM POINT .L W.FP. A►, a/# ,tor ORr loARLY NEW��.r`` O }. : yyr E X" mm 14, I VALW Fes. i s :. : ► ONM J. BOLSTOL US CAM sPTDOBW 219, 2M sue L V _ 309 ILY4 Lam. Na 40534 its 'a t UGHT POST 'mod El +CATM' *SNi :DATE SMM , Jte. Spw CN&C LR.F. P c1*T nwD I.P.F. a� Lands n/f of -r..r-� MAD LLC sign Book 1101 Pope 44 $ G Ate ahruAs G Nv LPF a 1'av 95 4P.F J'(5 -- 4-11 ?o. ,roves p Lands n/f of and mwW Frank J. ParNo Book 815 Page 241 AREA 0.441 ACRES Lands n/f of L12F M.rD LLC Qs Book 1108 Page 234 J.P.F. DEED REFERENCE. DUWW' DONUTS OF NEW YORK. INC. d00370 CEDAR HOLDING ASSOOaATES RECEIVED DA T2:U DECE1*110R 19, 1991 BOOK 541 PAGE 190 SEP 2 2003 TOWN O UEENSBURY BULL NG AND CODE LP.F. LEGEND NOTES:. MAP 4F A SURVEY MADE FOR o I.R.F. IRON ROD FOUND �� QnLAND y, 1) THIS SURVEY WAS PREPARED WITHOUT THE o I.P.F. IRON PIPE FOUND NORTHSTA BENEFIT OF AN ABS?RACT OF TITLE AND IS o I.R.S. IRON ROD SET = OPJ�O DONUT G'A"O.I.I.P LLB'THEREFORE SUBJECT TO ANY EASEMENTS, `� UTILITY POLEi COVENANTS OR RESTRICTIONS OF RECORD oCo STONE WALL = - ANY STATEMENT OF FACTS SUCH DOCUMENT BARBED MARE FENCE TOWN OF QUEENSBURY, COUNTY OF WARREN, STATE OF NEW YOW WOULD DISCLOSE. • POINT ' W.F.P. WOOD FENCE POST �,�q�. -4 a�•'�` 2) UNAUTHORIZED ALTERATION OR ADW)ON TO A SURVEY —ohs OVERHEAD WARES "�''aFOF DA YID J. BOLSTER MAP BEARING A LICENSED LAND SURVEYORS SEAL. IS A n/t NOW OR FORMERLY 101rrrruna't� LIC>�NSa'D LAND SURVaYIDR VKXAT�I OF SECTION 7209, SUB-DIVISION -2, OF THE wv NEW YORK STATE EDUCATION LAW., WATER VALVE 342 MAIN STREET, HUDSON FALLS, NEW YORK 12839 SEWER MANHOLE 30' N.Y.S. LIC. NO. 49534 3) ONLY COPIES FROM THE ORit�MIl. OF THIS SURVEY � DAV1D J. BOLSTER, LLS DATE: SEPT7►M8ER 26, 2003 SCALE: 1' MARKED WITH AN ORIt>aIIW OF THE LAND SURI EyORS LIGHT POST . NO. 02--1 SEAL SHALL BE CO# TO BE VALID TRUE COPIES. ❑ CATCH BASIN DATE SEALED � � QZ Gum 302m--1-1Q R -vi" V?�� WX pfr,�VDE Cv CAR SrAC ING� 7". 5*-4" CASH STATION FRONT LINE. Z 77' k- _w, Z, 77 R A L • ,El Envelope Compliance Report 2001 IECC COMcheck-EZ Software Version 2.4 Release I Data filename:C:\Program Files\Check\COMcheck-EZ\Glen ST..cck Section 1: Project Information Project Name: . Dunkin'Donuts. Designer/Contractor: New England Design 1 S& S Const. inc Document Author: Kevin Strainer Section 2: General Information Building Location: Glens Falls,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): - 7377 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Building Type Floor Area Restaurant 2268 Project Description(check one): New Construction _Addition _AIteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (Y/N) All joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Windows,doors,and skylights certified as meeting leakage requirements Component R-values&U factors labeled as certified Vapor retarder installed CIimate-Specific Requirements Gross --Cavity Cont_ Proposed Budget. Component Name/Description Area R-Value R-Value U-Factor U-Factor Roo€I All=Wood Joist/Rafter/Truss 2269 -0.0 22.0 0.043, -0.0,54 Exterior Wall 1:Wood Frame,Any Spacing 3230 19.0 8.0 0.044 0.079 Window 1:Metal Frame with Thermal Break,Double Pane -Clear,shgc.0.68,-pf038 509 — -- 0.630 0.547 Door 1:Air Lock Entry 49 --- --- 1.080 0.127 Floor 1:Unheated Slab-On-Grade,Vertical 4 ft. 206 --- 10.0 --- --- (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. ,Envelope PASSES: Design 23%better:than-code Section 4: Compliance Statement - Tie.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 200-1.tEC�C-.requirements in-COMcheek EZ Version 2-4-Release I.. Principal Envelope-Designer-Name Signature. -.Date. v Lighting Compliance Certificate @1 IFC-C COMcheck-EZ Software Version 2.4 Release 1 Data lename C AProgram�F11es1CheckTA3Mcheck-EZ\,Glen s-T-cck Section 1: Project Information Project-Name: Dunkin`--Donuts Designer/Contractor: New England Design/S&S Const. inc Document Author: -Kevin Strainer Section 2: General Information Building Location: Albany,New Fork Climate Zone: 14a Heating Degree Days(base 65 degrees F): . 6S94 --Cooling Degree.Days-(base,65-degreesF): 50.7 -Building Use-Method-ofComPliance: Whole Building:Method Building Type Floor Area Restaurant 2265 Project Description(check one): New-Construction —Addition —Alteration _Uneonditmned-Shell=(File Affidavit) Section 3: Requirements Checklist Inspection Approved- Initial ?ate - } Controls,Switching,and Wiring Independent controls for each space(switch/occupancy sensor)- Exceptions- - -Security-lighting,-h ikling lobby/retail store/mall Master switch at entry to hotel/motel guest room Two-switehes,,d-tmmer;-or occupancy'Sensor-in-each-space-providing a uniform illumination pattern Exceptions: , -Duly one-lummaim-in.space* An occupant-sensing device controls the area; The-area-is-a-cor€idor,storage,rest€oom,-o€lobby Photocell/astronomical time switch on exterior lights Exceptions: Large-covered areas=requiring-lighting-during=daylight-hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic-high frequency-ballasted-luminaires-not,on sane swig Interior Lighting dotal-actual-watts.must.-be less than ouequal.to total-allowed watts Allowed Watts Actual Watts Complies(Y/N) - 3956 7-9'. IDS Exterior Lighting Type(a�of exterior-lighting sour-eeK _Fluorescent Metal Halide High-Pr.Sodium Exceptions: Iu Spe ializeds`agnalydirectional;and-marker-lighting;-lighting-highlighting=exterior�'eatures.oflristoric.buildings; advertising signage;safety or security lighting;lover-voltage landscape lighting. -.man 4-.-C mpliaRM 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 20al Il VC requirementsi COMcheck Version 2-A release:1_ Principal-lighting Designer-Name Signature. Da�- Lighting Application Worksheet 2-0 0-1 IECC -C-OMckeek-EZ-Seftware Version 2.4Release--t Section 1: Allowed Lighting Power Calculation A B -c -I) Total Floor Allowed Allowed Area Watts --Watts, Building Ty pe (ft2) (watts/ft2) (B x Q Restaurant 2268 1.7 3956 Total Allowed-Watts= '3956 Section 2: Actual Lighting Power Calculation A S -_C _1Y E F Fixture Fixture Description I Lamps/ #of Fixture -11) -Laml!DescripilLon/Vattage,Per-Lamp-1 Ballast: Fixture fixtures, Watt- 4D x-B Al 2x4 troffer/24"T8/Electronic 3 13 32 416 A2 2x2 troffer/24"t8 17W/Electronic 2 13 32 416 __B Fluor.downlight./Triple.4-pin 26W./Electronic -1 7 26 .1-92 A3 lx4 troffer/48"T8 32W/Electronic 2 7 32 224 C5 pendant/Incandescent 25W 1 10 25 250 .F4 strip-Fluor-1 49"T-1-2-40W I Magnetic -0 -4 -40 1-60 F8 strip Fluor./96"T8 ES 60W/Magnetic 2 3 60 180 wsc ext.wall sconce/Incandescent 50W I 11 50 550 Total Actual Watts= 257-9- Section 3: Compliance Calculation If the Total A Howed-Watts.mi nus the Total Actual Watts-is greater th an-or-equal--to zero,=the=building%complies. Total Allowed Watts= 3856 Total Actual Watts= 2378 Project-Compliance= 147& Lighting PASSES-. Design390/6-better-than.,code Mechanical Compliance Report 201 IECC CQMcheck-EZ Software Version 2.4 Release 1 -Data--filename-C-lProgram-Files\Check\CEQMelreck-EZ1Glen=ST-eck Section 1: Project Information Project-Name: Dunkin'Donuts. Designer/Contractor: New England Design/S&S Const.inc -Document Author: Kevin Strainer Section 2: General Information -Building Location: Albany,New York Climate Zone: 14a Heating Degree Days(base 65 degrees F): 6894 --Cooling.Degree:Days.(base.W degrees F}: 507 Building Use Method of Compliance: Whole Building Method ProjectDescription.(check-one.): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Seetion.3:Mechanic l Systems List, Quantijy System Type&Description 3 HVAC System 1: Heating:Unit Heater,Gas/Cooling:Rooftop Package Unit,Capacity>=65 -<90 -kBtu/h,Evaporatively-Cooled--Condenser 1 -Water Heating 1; Service.Water Heater Section 4: Requirements Checklist -Requi rem ents-SpecifleTo:.HVAC-System=1 [ ] 1. Equipment minimum efficiency: Unit Heater(Gas): 80%Ec [ ] 2. Equipment minimum efficiency: Rooftop Package Unit: 11.5 EER -[ ..1 3_ -Motorized,-automatic.-shutoff-dampers-required-on-exhaust:and-outdoor-air supply-openings, -Exception:Gravity dampers acceptable in buildings<3 stories -Exception:Systems with flow-rates 300 efin-or less-where-dampers are.interlocked with-fan Requirements Specific To:Water Heating 1 [ ] 1. Heat traps in inlet/outlet fittings € ] 2_ -l/2-in_-insulation_on--&:ft of inlet/outlet:piping.if-no-integral-beat.traps 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--tl awneeded 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 %-[ _j 3- Minimum-one-temperature-control-device.-per system: [ ] 4. Minimum one humidity control device per installed humidification/dehumidification system [ ] 5. Thermostatic controls must have 5 deg.F deadband Exception:Thermostats--requiring.rnanual-changeover=between-heating--and-cooling € ] .6- Automatic:-Controls:.-Setbackto55-.deg-F-(heat)-and-35-=deg,F=(cool) 7-day--clock,2-hour-occupant- - O a override, 10-hour backup -Exception:Continuously operating zones —Excepti©n_2-kWJemand-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 [ .} 9_ -R 5 supply-and-return-air duct-insulation-in-unconditiioned 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 --Exceptiom-Ducts located within-equipment. -Exception:Ducts with interior and exterior temperature difference not exceeding 15 deg.F. [ 1 10. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181B tapes -and-mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 12. Hot water pipe insulation: 1 in.for pipes<=1.5 in.and 2 in.for pipes>1.5 in. -Chilled water/refrigerantlbrine-pipe:-insulation. -I 4n_•for-pipes.<-3.- -ht-and 1.5 in_for-pipes Steam pipe insulation: 1.5 in.for pipes<=1.5 in.and 3 in.for pipes >1.5 in. -Exception:Piping within HVAC equipment Exception::Fluid-temperatures-between 55-and 105 Aeg_F -Exception:Fluid not heated or cooled -Exception:Runouts<4 ft in length [ -13_-Operation-and-maintenance-manual-pro ided-to-building.owner [ ] 14. Balancing devices provided in accordance with IMC 603.15 [ ] 15. Newly purchased service water heating equipment will meet the efficiency requirements [ -1 46_eater--heater-temperature.-controls =l-f0 deg.F-for-dvuelling units-car q4 deg_F for other occupancies [ ] 17. Gravity dampers,stair.and elevator shaft vents equipped with motorized dampers [ ] 18. Exhaust air heat recovery required for systems 5,000 cfm or greater with more than 70%outside air ,fraction-or specifically exempted [ ] 19. Kitchen hoods>5,000 of n provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted }. 20_--Buildings=with=f mierhood systems-must-have-variable-air volume-hood-design,-exhaust.heat.-recovery;er seprate makeup air supply meeting the following: a)75%make up air quantity,and/or -h}within:rF-ofroom-temperature-and/or c)no humidification d1-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 20W.IECC.-requirements-in COMcheck EZ Version 2-ARelease 1_ Principal Mechanical-Designer-Name Signature Date Mechanical Requirements Description 2001 IECC COMcheck-EZ Software Version 2.4 Release I ..Data-filename:.C-T-rogram F-ifes\Check\COMcheck-EZ\Glen.S--.T-cck- The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Report- Requirements Specific To: HVAC System I 1. The specified heating and/or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the -following-minimumefficiency-- Unit.-Heater-(Gas)-- 309/6--Ee, 2. The specified heating and/or cooling equipment is covered by ASHRAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 11.5 EER 3- 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., -nig-ht.purge�)-or-,when-ventilafwn must.be supplied-tameet.code requirements-Both outdoor-air supply and exhaust air dampers must have a maximum leakage rate of 3 cfin/ft2 at 1.0 in w.g.when tested in accordance with AMCA Standard 500. —Exception: Gravity.(non,-motor.ized)-dampers,-are-acceptable-in buildings-less-than three stories-in,height- -Exception: Systems with a design outside air intake or exhaust capacity of 300 cfm(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- Requirements Specific To:Water Heating I 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps-may be-purchased-or-field-fabricatedby-creating.a.loop-or-invertedU--shaped.affan-gement,,onthein-let and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the -following categoriesm-�-the.-firstA ft of outlet piping-from--any--constant4emperature,-noncirculating storage systemb)the inlet piping between the storage tank and a heat trap in a noncirculating storage systemPipe -insulation must.be-at-least.1/2-in..and-have.a.conductivity.,no->-0.29-Btu--in/(��.h�112-'F)- Generic Requirements: Must be met by all systems to which the requirement is applicable 1. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27-and 2&-of.the.ASHRAE.Handbook ofFundamentals.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-prov-ision-for-oneofunction 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 tobe-off-when-the-primary-equipment-and/or system is operating. -Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated Joad-are-allowed if-they-are-provided with-controlstto 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 I um idification,-system.-must,-h ave-itsown I umidity-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-reqtfired-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-critteriam) capable-of setting-back-temperature to 55-degree.F during-beating-.artd,setting up to-A5 -degree F during.coolingb},capable-of-automatically setting-back-or shutting-down systems during unoccupied hours using 7 different day schedules-) 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-regni€ed-oo 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 -(6,926 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=theInternational Mechaniwaf Code_ 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) -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 include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and -return-air-ducts-and-glenums-must.-he-insulated-to.a-minimum.of•R_9 when located outside_the-building--) 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:.reqtfired.on.ductsJocated-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 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 18113. 11..Mechanical-fasteners and seals,-mastics,-€tr.-gaskets-must.-be-used when-connecting Aucts#o fans.and-other air distribution equipment,including multiple-zone terminal units. 12. All pipes serving space-conditioning systems must be insulated as follows- Hot water piping-for-heating systems: . I in.for pipes<=1 1/2-in.nominal diameter 2 in.for pipes>1 1/2-in.nominal diameter. -Chilled-orate€,-refrigerant.,and-brine.-piiping system- 1 in. insulation for pipes<=1 1/2-in.nominal diameter 1 1/2 in.insulation for pipes>1 1/2-in.nominal diameter. Steam.piping: 1 1/2 in.insulation for pipes<=1 1/2-in.nominal diameter 3 in. insulation for pipes>1 1/2-in.nominal diameter. --Exception -Pipe-insulation s>not-required for-factory-i stalled-piping-within HVAC-equipment. -Exception: Pipe insulation is not required for piping that-conveys fluids having a design operating temperature-range between 55 degrees F and 105 degrees F. —Exception- Pipe-insulation-is-not.required-for-piping=that:conveys•fluids that:have-not:been heated-or cooled through the use of fossil fuels or electric power. -Exception: Pipe insulation is not required for runout piping not exceeding 4 tt in length and 1 in.in diameter between the control valve7and1HVAC-coil. 13. 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-manuals-)II VAC system control maintenance-an&calibration information, including wiring diagrams,schematics,and control sequence descriptions;desired or field-determined set points must be permanently recorded on control drawings,at control devices,or,for digital control systems, in progr-amming=commentsd)%complete-narrative-of-how-each system-is-intended to-operate_ 14. 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.. 15. Service water heating equipment must meet minimum Federal efficiency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992,which meet or exceed ARMAE.90-1 Code_-New service=water-heating-equipment:_cam-be-assumed-torneet:these.-requirements. - 16. Water-heating equipment must be provided with controls that allow the user to set the water temperature to -1.10°F for-dwelling-units_and 90°F for=otheroccupancies Controls mustlimit:output.-temperatures-of lavatories in public facility restrooms to 110 T. 17. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during-normal-building.operation anti interlocked lo,.open as,.reqdired-bymfir'e-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. 18.,-Individual.-fan systems.-with-a-design-supplyzir capacity—of 50Wefin-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<60-117. -Commercial kitchen hoods(grease)classified as Type 1 by NFPA 96 -systems-exhausting toxiic,-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. 19- Individual kitchen.exhaust.-hoods-larger-than 5000 cfin 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 T Exceptions: Wherehoods.-are-used-to exhaust.-ventilation air-that.wduld-otherwise-exfiltrate-or be exhausted by other-fan systems. -Certified grease extractor hoods that require a face velocity no>60 fpm. 20. Buildingswithfitmehood systems baving-a-total-exhaust.rate>15,000-efin.must eitherhavevariable-air volume-hood-design,-exhaust,air heat-.recovery,-or separate makeup,air supply- FROM : Smrflith/Kelly/New,oB;qland Design FAX NO. : 508 362 3156 Aug. 01 2003 04:19PM P2 13;,dFAI 316 432 9234 VQUMR ASSOCIATES am V-1 MAM8-v--- VATb ilt,' -::PAXDa N0, 508 362 3156 Aug. 01tw ta ;mrnt r-) _ VOLL R ASSOCIATES �Ii�U41 S_=1206 _ ?.. _— .... ..._..---....-.. . .-_ _ .x Mom- MCA_ap: ................ ....., CA LAVE:.�'='' `��, .�-.��'�`.3.'_»,, 'f�'u.,xf.___... �. 'Ig1:.. ...,.»..»,..•.-..,....,... G�3�3y }.�y/.{..�}.�./—d�;p��y+e�.,�.:�� f - 'x } 5 NSF 6CN{f+ 419 'b-y s t � r �•)��t`��ooY t� "�u+li�th�'[7C A� �.r''r-..3br'�w'�..b �'{:�1sS 4{�DT"'.';1 •'�-!`� FROM Smith/Kelly/New England Design FAX NO. 508 362 3156 Aug. 01 2003 04:20AM P4 �'0M Sm i th/Ka 11 y/New Eng 1 and Design FAX NO. : 508 362 3156 Aug. 01 2003 04:20 i P4 07%3�/2003 33:19 Fad 518 452 $234 VOLLMER ASSOCIATES LCIATES LLr FRt�ff�`- �{hf4_—Z��Ca4f"f ___,.,..- ,_.__..u__.__.. sf� ---- •.P.. .. __.� ' SUBJECT; 'sue-�ti-,,3 t#�-'u��-'% � , #'��.n�;e��` �'o��•p = t. t� L ` -moor 5NDW LO rPS ASee ;w iF-13 (2;�.y�..at�-S�tavr S;,�p,.L.�� .v �•5CE7' :».�o FrRaM Smith/Kelly/New England Design FAX NO. : 508 362 3156 Aug. 01 2003 04:25AM P13 07/31/2003 -I-qUL FAX 518.452 9234 VOLUMR ASSOCIATES 0004 or-11 of.%- SOCIATESLLIO PROJECT., Vt� e7kl 4 NEW S7ATe LOADS L04-:p (MAX ofet"? naT -TV FwwD5. Lr 41rq L-PATP L DAD Due 79 94 jj YS 4 ROM s 8mitl/Celly/New England Design FAX NO. 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Meat m ftBtt Lawo for tD A turps w d obwouvooft gf Y FWJM : Smith/Kellu/New England Design FAX NO. - 508 362 3256 Aug. 01. 2003 04:22PI-I PS 1$:21 PAZ W 452 9234 VOLLMER ASSUCiA ES � Mutt 3 wtud Force Resltfing gctem-m'&od i b 9 60 1a91dfngt on's&Roqf's. -$ttrtl�ltt d Peale rU - qre,dtast) 4 f aaur±~s att�= +li wFlh i 0 �eartf"Jir14 � � �nr19e SAtetl At;SIO �o d'rmeum Ys11lq�> Uvarhlllgb P 1i sr 10 8* 1 11.6 -Ji S 7 C 3 5 HOH rat id' 1 129 A4 •13& .T8 98 3.4 -18 -1fd 91) +i d 9b �2.7 -i$0 AD�.� �' i ' 1 14-4 23 #0.4 214 -$a{ 2RtR04fi t 12,5 .44 102 �-- 12s dE S 74 at -7,8 r3�? �.t as -te4 as •111a 90' i 1B 6 -9.p B,6 -u,S -15.4 41A �; �18 -l6.9 10 ZA 1Q,T +3C iPu# 9QS �? 77 g1.9 16.$ 2a° 1 178 047 4!,¢ 8 -4€r Al �i,4 i09 dG.l -1Q, Al -i612 2b° 1 !�1 2B 11.7 $7 T$ KS -i 78 80t046 1+k4 !15 9 1.i -Al 4.2 14,6 79 Aw -108 -1 2.7 09 1W 9 its i�M 11St «i3 -1qi !os .1 95' 1 19,8 $$ #3.3 -0,0 w18.t +12,4 •1 �� -�'T -2R$ -16.$ -19.5 ml ,pis? .298 S.Z 13.4 3.$ $$ -12R d•t -165 -14.0 r -S4 -0.$ -5.S -42 .ftln45 i i78 122 1a,2 2.0 1.4 -100 F 1T.$ 12,2 14.2 &1 $9 � 9.2 4.2 -74 # ha2 - ,0 t2 0A 9 e 63 72 Y ta' 1 1.5 '73 .15.7 W3 110 x1y° 1 2g 6 0 IT.T -18.0 -4�0 42,a -S2s 5 3.9 17a 44 -1Q7 -I" �7 -11.7 -tgg -17.4 2 ---- .4.1 -79 sir to d5 21.9 ?4 8 17-2 #1.$ LT 43.1 0.61,g $ 8T? 21.6 14.9 i7.2 128 -7.0 .8.7 IIb 6° 1 I1.9 1'S.I •,{3 - ,4 1 -tQ 7 1 - � - •S 1 1$' 1 315.7 �A 6 1g.1 - 4 U 61.6 -88 a1.i 'Cu -27A -714.' A 30.1 as' 1 zas a.$ T a7 ,1r .1;,s -o,z ,13.0 -xaa va:s 30�r46 4 2S.P tRB 24r1 i4.B 2 0 -1S.S 0 T -!r„* 04 -i0.3 E 2S1 13 6 2Ra 14.0 1.9 A? e ti -5.5 g,0 aQ3 1 #0' # 30,2 •125 20 t +T.O w122 -19.7 »22.4 -t61 d51 -353 1 9A T -112 ZZA8 d -42 .21.4 22.4 -t$1 45.1 .9&.3 130 1 s7.1 -8,b ?a¢-7 o d 322 -22,4 -M4 -170 45.1 ti363 z�^ -10.9 -%4 2 -6 7 .111 -1,5 ir rZO 43 1 3%1 Mo 24.0 16 5 2s 1s$ oaf -1s7 -t0.$ .1e,t 80.1 20.6 240 lax 11,B -BA 10.0 0.4 .t4,6 -171 Usdt COuversialls-1 A R a 0JO49 m; 4.0 psf=0,0479 IN/m: 48 ASW 7.02 rt Smith/Kelly/New England Design FAX NO. : SW 362 3156 Aug. 01 2003 04:23AM P9 07/39/2000 M21 FAX 518 452 W4 VOMM A190CIATES fm In z FLIP pm, I L DAM& C LdArDS rf S, 5A I 'Z 41'to 0) 5pc Q roSr-,I E- Z/4he P't ivy 5 ov IE lcwy;� 16r;-16 Vl Framing / Firestoppi-ng Inspection Report Office No. (5 18) 761-8256 ]Date inspection re Iest r ce i ed Queensbury Building 8r- Code Enforcement Arrive: Ain/pm e rt: 742 Bay Road, Queensbury, NY 12804 Inspector's-TI-11-tTi.111. or PEP-ml-r #: ITSTSPEC-17ON: ,rYPE, OF STRUCTURE: N 1"4/A IRtek-Stu-cis I Headers Bracing/Bridging Joist hangers Jack Posts / Main Beams �Exterior sheeting nailed properly 12" O.C. Headroom 6 ft, 8 in. S--) Stairwells 36 in- or more Headroom 6 ft. 8 in. C—�oowo Notches /Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 1/2- (w) 16 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 IQ--) Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour COR Firestopping Penetration sealed 16 inch insulation in cavity min. , Garage Fire Separation House side V2 inch or 5/8 inch Type X Garage side 518 inch Type X Windows Habitable Space / Bedrooms 24 in. (1-I) 20 in. (NAT) 5.7 sf above /below grade 5.0 sf grade r-:\Sue3lernitigway\]3uilding.Codes.rnspectioTi.Foams\FraTning Firestopping Inspection acport.doc January 28, 2003