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2003-225
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: P20030225 Application Number. a2003O225 Tax Map No: 523400-302-007-0001-014-000-0000 Permission is hereby granted to: SATURN CAR DEALERSHIP For property located at: 92 QUAKER Rd 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. Tyke of Construction Value Owner Address: MACK II LLC Commercial Addition PO BOX 4808 Commercial Alteration $1,300,000.00 QUEENSBURY NY 12804-0000 Fireplace Total Value $1,300,000.00 Contractor or Builders Name/Address Electrical Inspection Agency BARON CONSTRUCTION NY 12804-0000 Plans&Specifications 2003-225 SATURN DEALERSHIP 15,675 SQ FT COMMERCIAL INTERIOR ALTERATION AND 928 SQ FT COMMERICAL ADDITION Installation of a factory-built gas fireplace. $2,010.92 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 23,2004 (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 Town of Queensbury; Monday,June 23,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF' QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030225 Date Issued: Thursday, November 04, 2004 This is to certify that work requested to be done as shown by Permit Number P20030225 has been completed. Tax Map Number: 523400-302-007-0001-014-000-0000 Location: 92 QUAKER Rd Owner: NORTHEAST AMERICAN REALTY L.L.C. —.Applicant:_ SATURN CAR DEALERSHIP This structure may be occupied as a: By Order of Town Board Commercial Addition TOWN OF QUEENSBURY -.-Commercial Alteration Fireplace (- )j W Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,W 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030225 Application Number: a2003O225 Tax Map No: 523400-302-007-0001-014-000-0000 Permission is hereby granted to: SATURN CAR DEALERSHIP For property located at: 92 QUAKER Rd 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. TTpe of Construction Value Owner Address: PARILLO FRANK Commercial Addition 215 BALLARD Rd Commercial Alteration $1,300,000.00 GANSEVOORT,NY 12831-0000 Total Value $13300,000.00 Contractor or Builder's Name/Address. Electrical Inspection Agency BARON CONSTRUCTION NY 12804-0000 Plans &Specifications 2003-225 SATURN DEALERSHIP 15,675 SQ FT COMMERCIAL INTERIOR ALTERATION AND 928 SQ FT COMMERICAL ADDITION $2,010.92 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 23,2004 (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 T n of ��741 0 une 23,2003 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Q, 6d K Town of Queensbury—Dept of Community Development,742 Bay Road,Queensbury,NY - j (518)761=8256: -' / A permit must be obtained before beginning construction. Permit File 'No. ,, -Al No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Ree.Fee Paid $ application must be completed and must appear on the application form. Reviewed *~� By: °�`�4 As 41 grim r Applicant: �IO��ti ea:f Avn2r�cAh Realf,� Owner: /for. �� �u s f A•tti,P�7tfratn,� 4/ ,2003 :. Address: l-7&g H 4ra I A v� Address: -7 f-Y.c ��+G U��NSBU _Ajn NY lZzo Ibanti „ NY JZZo5 ANp COD, Phone#( l S) - 5,00 0 Phone#(S + g) 46 j- 5 o o Property Location: Lot Number: / House Number l I)__1 (D14ACe Subdivision Name: Tax Map Number: 3 0 2 ❑ New Building: residence /commercial Estimated Market Value of Construction: $�3601 066 Addition: residence/ commercial Alteration: residence c erci If an Addition,what will use of new addition be? pl^e Mi(Vo-,. jCk❑ No change to exterior size: rest ence com'1 ❑ Other work(describe Check Occupancylnformation 1` Floor 2° Floor Other floor Total Below sq.ft. sq.ft, sq.ft. Square Feet ❑ Single family dwelling o Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units o :, Office ps' Mercantile Re air !S (o 7 9 a Manufactuhn ❑ 1 car detached garage a 2 car detached garage S ❑ 3 car detached garage a 1 car attached'garage ❑ 2 car attached garage ❑ 3 car attached garage . o Storage building- commercial ❑ Storage building.- t �,.' Q� residential •0 1 4 ,p Other h �(0 What is the proposed height of the structure 2 feet inches Will any secondhand or ungraded lumber be used? If so,for what? h o c Type of Heating System: electric/ oil / gas wood /forced hot air/ baseboard/other: . Number olFlreplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Plumber Mason Electrician 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 pertainuig to the proposed work shall be complied with,whether specified br noted,and that such work is authorized by the owner. Further,it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certi cate of Compliance being issued,as requested by the Zoning Administrator or Director of C' , As s Bullt Survey by a licensed surveyor;drawn to scale,showing actual location of all new c Signature: owner,owner's agen,archite contractor BLDG. PERMIT NO. 2003-225 t I APPLICATION. FOR A TEMPORARY CERTIFICATE OF OCCUPANCY. •a A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 92 Quake& Road for the following uses: Satukn Ca& Deateuh,ip Se,%vice AAea Only. FebAuany 3, 2004 DATE SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby APPROVED ( )DISAPPROVED . with the following conditions: CeAtil icaie o� Occupancy to be izzued upon comptetion o6: FoA Service AAea Onty. TEMPORARY CERTIFICATE OF OCCUPANCY FEE: (-.) 10.00 DE PO IT: ( 00.00 received on Feb/=Ay 3, 2004 Date of Issuance v Dir c or o Bldg & e orcement- . THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 60 DAYS FROM THE DATE OF ISSUANCE:- NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. BLDG. PERMIT NO. 2 0 0 3-2 2 5 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 92 2uakm Road for the following uses: Sa;tunn Can Deakeazh p Febnuany 26, .2004 DATE SIGNATURE OF APPLICANT . 4 - TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (/APPROVED ( )DISAPPROVED with the following conditions: Ce4tifjicate o4 Occupancy to be i,6.6ued upon comptetion o6: 1) Ate Site Wo&k,and Landscaping. 2) Finat Swr v ey. 3) Comptet,i.on of StoAage Shed. TEMPORARY CERTIFICATE OF OCCUPANCY FEE: O$-I!0,iOO—D'.E,POSI-T.-(}$-1 O0:00 received on Febnu=j 26, 2004 t Date of Issuance Director of Bldg. & Code Enforcement T[IfS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 90 DAYS FROM THE DATE OF ISSUANCE, NOTE: This Certificate is NOT VALID unless signed-by the Director of Bldg. & Code Enforcement or his designee. fr ° a^• - - ' Fire Marshal's Office Town of Queensbury,742 13ay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date r`` P 20 Permit No ' Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Perrnit pursuant to the New York State Fire Prevention and Building Code. 7'he applicant or owner agrees to conrply with all applicable laws, ordinances,regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perfbrnn required inspections. NOTE to applicant: Rough-in and Final Inspections are required: Applicant Information Fuel Burning Appliance Information 4, - (circle appropriate words) ?mot,• '" 1 o Stove: wood coal pellet gas Name: ' ''_ . �. 't ": r Fireplace insert r'* F Fireplace, factory-built: wood as , Address: l,��,:�' _ �' Fireplace, masonry: wood gas Furnace: wood gas oil .Phone: If non-masonary applicance,please provide Owner: Ild P° t `. , Manufacturer Name: Address: Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue tile t eel` size: inches Exact Address: ::! of construction or installation jtt Manufacturer name: � f Model Number: Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury .�. Handouts regarding required inspections. Double ivall / Triple wall / Insulated /QDirect venting Chimney Liner Ca thfer'>sr Department—T07WY2 of Queenrerbux-y, New Z-orjA Firt:Nlcn:slral Code# ,`??� ' $Collected $Refunded Receiver! rnnurrrlecf to �<' -' address: ,4 173 3389 (190) Public Sgft,'y-- f,,-p i A 233 2655 (230)Minor Sales { ,� ,, .� �� r✓ l�t - , �'� ram_I ` r� '. DATE: l�sd � t1 -� r ►, �e .ia=:� ?��t �! (;1 -� : White(Applicant) 1 Green(Fire Marshal) / Yellow(Bldg.Dept.) / 11i►ik&Goldenrod(Cashier's Dept.) DV360• 440 Cast Trim Spadications for DV360 • aK' ram.'• ij lDw i Will / i OFbi11Q4 tl8vE1/ FRONTYEW 44•. 02W Rough ReuV+OpeRYtgWIWt4t14L� a (,a�,�..� .,.gf• .•—+i_ ei* i fig, OBK'I al;r WM LW I CAMM . teh 41• - --`I Liw•N tu' .�'1 Parr ice---a48e=•_-�•i i AAdb2L SPECIFICATIONS: DV360 i DV560- Yewing Height 20 r 24- Viewdnd Wiafh 32 Rough-Framing Depth" 19 1/4" 23 1/2' trough Framing Height 38 1/2" i 42 1/2' Rough FramingWidfh 41 1/4" f . _47 1/4" DV580 Stu's Max.input 30,000 NG/LP i 38,000 NGAP- �tu's Min.imw 21,000 NO/LP 24,500 Na/•27,000 LP Effidettcy 81% St% OP wong 31W' 2331 I a'oIR w 23W j w Recessed _ v'(.? lmlkv now sr' �.lie�t tn�wa„4rsa•. n• Rio t a' 3 # e 6' V 4trs� f28W Dee une L T' PPP t T 47' w itYl' liti in the Interest of mraard pmdM Anproww1a,me resaive M6 dght m ehanga cpeculralions / 1 wWwW nollcs.getbl*1n t 2Ed10 e.'pteaee read Instatlaian Irlstmellons and 09rA as local BultdkV Coda oldfle Rbgu4750n&CON P'alww 1284 765,1 zm 7@5.17.84167,1 M an U.B.PatW ts:4 Ebe 2",.4 M P41.4 909 287.'PabwA pendrtg. YOUR VERM0;F;0AS77 M4S,4W STIC PROWCM DEALER Vermont Castings, Majestic Products ..The Fireplace Co., Inc. 4toAdmiral Blvd. 845 State Route 9 Missiuougc,Om.ST7ht6 �•Oub.6it•1sbury, NY 12804 ' T*h i9o5)670-7777 wwmmatedtcprodoea com 1;6-798-1757 Phone, Few 1905)566-4690 wwwvarmoMft4Mnpeom.e . '' V•�elan:t ]006-4aL3 na/nv •S a ' 'V DRAFT COPY (3/21/03) -- CHECKLIST NYS BUILDING CODE (BC) Building: NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: &J Pk`k I Lct 7 Ay8 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 1 2 Flood Plain BC-1603A.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 Z 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' 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 ave Pagel of 10 oifter� F "V^ No. Topic Code Page Required .Actual -Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 Maximum Tabular Height BC-Table 503 72 Maximum Stories BC-Table 503 72 l6/6 7� 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 Summa[y: Ht/Area Ht/Area Tabular Area BC-Table 508 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 .73 (Allowable Area/Flr.-x No. of Stories up to 3 maximum) - 13. Fire Apparatus Road FC-503.•1 29 (150' rule) 0�C 14. Exterior Walls N Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 i 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-(FC-508.1.3). 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 Mixed Occupancy, " BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fite Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707' 92 - - Fire Partition'(Tena'nt Sep.) BC=708 95_ // Smoke Barriers: BC-709. 96 3 Ud Opening P.rotectives 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 r -eJ 18. Light (Nat. or Mech) BC-1204.1 250 19: Exits Occupancy Load' BC Table'1003.2.2.2 ' 201, One Exit Permitted BC Table1005.2.2 224 _ Stair Enclosure BC-1005.3.2 224 . 'Emergency Egress. JBCA 009.1 235 Distance of Travel BC-Table 1004.2.4 220 Aisle-Width BC-1004.3.1.1 221 Corridor Width, BC-1004.3.2.2 221 Capacity of.Exits (talc.). BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC=Table10043.2.1 222- Corridor Dead-End BC-1004.3.2.3' 222 Door Width .8C-1003.3.1.1 208 Door Swing 'BC-1 003.3.1.2 208 Panic Hardware BC-1003.3.1:9 213 20. - Stairs Riser BC-1003 3.3.3 213 � Tread BC-1003.3.3.3 213 Width �BC-1003:3.3.1 213 Headroom 5C-1003.3.3.2 213, Vertical.Rise BC-10013.3.E 215 Handrails BC-1003.3.3.11 215 6uwd1s I C 140 JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed a -� 21. Structural Snow Loading---Ground BC Fig 1608.2 296 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.) BC-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 C� 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical - Ok Exit tights 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-1 107.6.1.1 241 #of Dwelling Units BC-1107.6.2 -241 Toilet facilities BC-1109.2 244 � Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS BC-1704 379 Notes: 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 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 �)� Kitchen Hood Extinguisher FC-609.8 41 N+� Standpipe Systems FC-905 82 ,E 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 �rr Smoke Vents FC-910 82 01� Fire Pumps FC-913 85 q_ 29. Plumbing Code Fixture Count PC-Table 403.1 21. °�eed J Water Supply Service Pipe Size PG603 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 Sanita[y 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 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 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: Au 4,X Qv�,h cos 1;).. 64--1 &/ ,4 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= 100(F/P-0:25)W = Answer in-% " 30 Note:` If= 75%when 4-sides accessible &water available Allowable Area: Aa =A b,e+(A b1e X'If).+]' b,e x Ise=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= 0.7CeCtIP9 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 (BC Table 1608.3.2)(Pg. 297) f ,Importance Factor (BC-Table 1604.5)(Pg. 287) - P9.= Ground Snow Load' ;(BC 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 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-than6 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. 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 9.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 1615AA 317 (default to site class D) Section 1615.1.1 316 SS (short period) Figure 1615(1) 318 S, (9 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 Sms (short period adjusted) Equation 16-16 317 Sm, (1 sec. period adjusted) Equation 16-17 317 Sos (short period) , Equation 16-18 320 So, (9 sec. period) Equation 16-19 320. Seismic Use Group Table 1604.5 287 Seismic Design Category Table 1616.3(1) 324 (shorn period) Seismic Design Category. Table 1616.3(2) 324 (9 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 Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection re Wes rec ve Queensbury Building&Code Enforcement Arrive: n/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi r NAME: �j ► i PERMIT LOCATION: 1A 1A 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 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Bundles/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 Oka 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 %Z doors >10%> 1000 sq. ft 3/4 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/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. 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' ' sable Surface 20'wide Okay To Issue Temp. gr 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 l,e�,\ 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 ��. r' sha 's Inspection��� Fire Mar Report I p Request SCHEDULE Received: Permit# INSPECTION ON: I - Name: &�98 AM PM ANYTIME Location: APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING \ FIRE EXTINGUISHER HUNG rn c FIRE EXTINGUISHER 1 �i INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND ` HOOD INSTALLATION r INTERIOR FINISHES !/> STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS D EOFOR CO NOT OK - 1 P D BY COMDEVICHRISJIWORDILETTERS2001/FIREMARSHALI S ECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Site Plan Inspection Report Form Name: Northeast American Realty, LLC (Saturn) Location:"92 Quaker Road, Queensbury, NY 12804 Site Plan No.: 55-2002 Area Variance No.: none Building Permit No. ,(if any): 66 Date. June 25, 2004 3- 7 Dear Northeast American Realty: -During a'site plan inspection of your�project, the following deficiencies were discovered: 1) All as per approval. Good to issue CO: Should you have any questions or concerns please'contact this office. Sincerely yours, Bruce Frank Code Compliance Officer n Commercial Final Inspection Report J Office No.: (518)761-8256 Date Inspection requ t r ce' e : 1 D� Queensbury Building&Code Enforcement Arrive: a pm Depart: a pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initial 72 NAME: C 6 V"�'�'�" PERMIT# � o�S LOCATION: DATE: > Ca 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 11" Vestibules For Exit doors>3000 s . 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 Oka 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 t��� �J�� 1 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 '/2 doors > 10%> 1000 s . ft. 3/4 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 0 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 3611 Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain-certification,N req. IQ�Eev V--N i� As-built Septic System Layout Required or On File PBn Number or Tenant Address on Buildingor Driveway �'�j untain or Cooler Access All Sides b 20' /Driveable Surface 20'wide Issue Tem . or Permanent C/OIssue 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 req ester ei✓Ve ! Queensbury Building&Code Enforcement Arrive: m/pi Depart: a 742 Bay Road,Queensbury,NY 12804 Inspector's it a NAME: PERM LOCATION: DAT Z— ��� —(1�} 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 �l 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" -- �`J�'�v�—�,"�� O u� Vestibules For Exit doors>3000 s . 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 V Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System VN 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 Oil'Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s .ft. 3/4 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/Toilets Handicapped Bath/Paiking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File F'i Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide O Issue Tem r Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&a Codes\Commercial Final Inspection Report.doc Town of Queensbury - Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Rhone(516)761-8205 Fax(518) 745-4437 � Fire Marahaft In9pection Report � Request i �,f�,- ESCHEDULEL}Receaved: ` 04 Permit#�� " -� �Name*. �`p`` M PIM ANYTIME Location: APPROVED - __ N/A YES NO C®fiFMENT5 EXITS AISLE WIDTHS EXIT SIGNS-NORMAL- BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM F HOOD INSTALLATION rd IRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM ll�� I INTERIOR FINISHES STORAGE COMPRESSED GAS _ . lyj ii C/�li �w� Ole— CLEARANCE TO SPRINKLERS �v CLEARANCE TO HEATINe UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNA€ E EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY .�- FACTORY BUILT ROUGH IN Y CU PeA 1 115` FINAL .1 WOOD �/ STOVE' ROUGH IN aP 60 VENTED GAS FINAL � P60 aa�z � l�� APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS TE .0 O ® NOT OK FINAL • 1 FIREPLACE �. FACTORY BUILT ROUGH _ IN �N PECT B FINAL ONECOMDEV/CHRIS SD/LETTERS2001/F1REMARSliALINSpE P YELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY Commercial Final Inspection Report Office No.: (518) 761-8256 Date Ins ecti r Queensbury Building&Code Enforcement Arrive: % aepart: _°" a QPM ,-,- ,rqueei742BayRoad, Que nsbury,NY 12804 Inspector's InitialNAME: Ji v PERMIT 3` �' LOCATION: 14& Quo—Le!— - DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location D Plumbing Vent Through Roof 6"/Roof Complete ' Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks 5 Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" 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 Oka 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 �7 Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/2 doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors&Closers ��'� Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors T�l� ��� 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" 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. 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 r) -�:�,�,�,�. ��.i �,.��. -�. ` �°�.��..,-�..��; �.`--� �� �..•_._,...-• � ter_. �..d.,�,�%°�=�.� �. •-�.1... ���.,�-���� �� �� THE INSPECTOR -7063 Stata Rt-374,CltdeauWT,MY 12920 1-800-a7-0535 wwwbeelectiimliaspector.com Dale: Febmary D,2W4 *plicalicn A.0rt Me:017354 �I 'THIS CMTTFJIES THAT Saturn Onlythe electrical ui merit,as described below and introduced b the applicant named on the above application number in the remises of �- iO �1 �P Y PP� �P� P 94 Quaker Road Town of Queensbury Contractor: Schenectady Hardware&Electric In the folinsri%10Mti= Basement 111FIOM x 2nfkrar 3"Floar Onow Socti= Bloat Lot m W CD Was examined on 2l16104 and found to be is compliance-%ith the of the National Electric Code. 00 _ Lo GFCI FiNtm oaticts R es Switohes Fi itm Ranges cooldn Dacha Owns Dish Washers Exhaust Fans Sma TAieet m hr,=descaat Rmresaent Omar Amt K.W_ Amt. ILW. Amt- S.W. AmL P.W. Amt KW. Detmiars m is 222 94 49 3 156 63 4 iR Drym Finnace Motm Dimmers Water Resters UtritHeatas Mt tiOutlet SY& ElectricHeatrs i Amr. K.W. Oil BY,. Gay H.P. AoiL Wau Nectde Oil Gas Anil. Raring No.of Fed Amt. Kw. Amt K.W. AmL K.W. Amt. KW. t 4 FR 1-4.5 j T2ansfoune[s Alarm c" dle Fula Motces Si Track ' n And. KVA A1V PS D* Parisi Amos. K.W. Amt. NO.orciimuts Rating Amt H.P. Ann. No.of Lamps No.ofHeads Amt. fi.P D 6 3 40 Ul 2 3 60 3 1 { M 5 30Amp 5 42 200 6 3 24 1 Is 1200 Senice D=xaDed Egmp vmd service Am[ Amv Type Meter 1 Fhase 1 Phase 3 Phaw 3 phew No.of OC. AWG. No.o1 AWG.of tic Of AWQ id � } 2W 3W 3OT 4W Cond ■se OC.coati Neatrels NceWs HI- E-Lags 1 1000 MBP 1 X 3 500 3 Soo "r! Other I 41'addleFare i 5 Fxit Ligbta 6 Fadt&FmvgrecyCvmb6o iaw 4P.merg Vr.yUgbb 44Post ighra 8 Ftooa Lifts -0 � �. Ivianager m ?his cent,fieate must not be altered m' any m m mr,fvfum to the office of THE NSPECTOR if wcarrnct. Ins, Ctor's erealer hah Can be verified � � m N e. `.-; �►r.-�.-.`ts'...-.m..7-�.. 1'�.t� +.�'�.�.� �,s'.•i• ■'�." 1.. - :� gym._.. . __r.—r _■—_�_ ■_-- ■ r___``r�_w___r rf ■■---r■--_■s._—tr__■■T■r,ttC tr -ar_ _■r 'i.f loo Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection quest eceiv Queensbury Building&Code Enforcement Arrive: �,✓ 1 a 742 Bay Road,Queensbury,NY 12804 Inspector's Ini al NAME: .,:�, PERMIT#. 03 � S LOCATION: ` �' '� INSPECT ON: TYPE OF STRUCTURE: Y iN?! 'N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly, 12 O.C. f< Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses//r' Anchor Bolts 6 ft. or less on center ` Ice and snow shield 24 inches from wall V, Fire e aration 1, 2, 3 hour ire wa .2, 3,4 hour Firestopping ` Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'V2 inch or 5/8 inclype 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection r. ues rec ' e : Queensbury Building&Code Enforcement': Arrive: a rt: = 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials: NAME: _ PERMIT#: 2 LOCATION: R' Nl> INSPECT ON: �—13 p-Lf TYPE OF STR:U_ 'CTURE: NvX 1 11'�I11 Y N N/A COMMENTS Framing I -Jack Studs,/Headers �j, VAT ��V OF Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed prop k':1, 12"O C � y„ Headroom 6 7 8 in. ,. Stairwells 3 6 i` ,` more Headroom 6 ft. 8 in. Notches/Holes/Bearing Wal-11 Metal Strapping for Notches T Plate 1 %2(w) 16 gauge(8) 16 1 _ails each side Draft stopping 1,000 sq. ft ooxtrusse§ � rius' Anchor Bolts 6 ft. or less iin center Ice and snow shield 24 Sri'es from wal`1' Fire separation 1,2, 3 our l •. Fire wall 2,3,4 hour ' Firestopping Penetration sealed .` 16 inch insulationin.cavity min. ; Garage-Fire Separafillon House side 1/2 inchror 5/8 inch Type X Garage side 5/8'inch Type X Ceiling/wall Windows Habitable Spade/Bedrooms rt 24 in. (H) '' t 20 in. \ 5.7 sf above/below grade 5.0 sf.grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doa January 28,2003 "~ Town of Queensbury Fire Marshal's Office C 742 Bay Road Queensbury, NY 12804 �� /o Phone (518) 761-8205 Fax(518) 745-4437 o/ & Fire Marshal's Inspection Report �3 Request SCHEDULE 0� " — 0q— Received: Permit# __-- INSPECTION ON: Name: L ---- \ AM PM ANYTIME APPROVED N/A YES NO COMMENTS AIISLE WIDTHS 0o 1;(-me EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS ,A FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES _ STORAGE COMPRESSED GAS !,- /� L►11��-1,t i �' K� CLEARANCE TO SPRINKLERS ravte CLEARANCE TO HEATING UNITS X CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE- .1! EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN _ ! CHIMNEY p MASONRY ROUGH IN ? l/� /� n '� �2vr�/q OL 1 0111 FINAL li CHIMNEY It FACTORY BUILT ROUGH IN P I FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS -APPLIANCE ROUGH IN FINAL FIREPLACE +~ MASONRY ROUGH IN ®@C'i HI DATE OK FOR D0 � NOT OK FINAL �B�Y � FIREPLACE < �?FACTORY BUILT ROUGHIN !NS'PEC1) FINAL COM17EV/CHRIS.MORD/LETTERS20091FIREMARSHALINSPECTIONREPOR 11022001 YELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY l873 Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection rfqu './ Queensbury Building&Code Enforcement Arrive: '.' 0 aepart: I—a --\\ 1 n 742 Bay Road, Queensbury,NY 12804 Inspector s Initial V NAME: _ PERMIT LOCATIO / DATE: COMMENTS: Y N NA Chimne /"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete 24 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. (90 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 I D u (D 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 �ji= � �—� 'M--F—A 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 '/z doors > 10%> 1000 s .ft. 3/4 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 Handica ed Bathroom Grab Bars/Sinks/Toilets -Handicapped Bath Parking Lo Si na e Pu lic Toilet Room Handicapped Accessible c Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Buil 'ng Access All Sides by 20' /Driveable Surface 20' wide ,"Okay o Issue em or PermanentC/O kay To Issue C/C Last printed 6/3/2003 9:27 AML:\Pamw\Building&Codes\Commercial Final Inspection Report.doc Framing / Firestopping Inspection Report �u 1 Office No. (518) 761-8256 Date Inspection req st r cei d: Queensbury Building&Code Enforcement Arrive: a pm epa 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initial : L NAME: PERMIT#: LOCATION: INSPECT ON: I TYPE OF STRUCT Y N 'N/A COMMENTS Framing . Jack Studs/Headers F \Aa�-� Bracing/Bridging Joist hangers R 9,OvC Jack Posts/Main Beams C Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft, 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge(8) 16D nails each side �7`AL-U 1�) -C�—\ \k 8t1;�)C� t ALbe� Draft stopping 1,000 sq. ft. floor trusses si:�\V�7-PN Fr-- C,p CD P,r\-\"oM Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall -\z C--z- Fire separation 1, 2, 3 hour L ire w N, ,4 hour Firestoppmg � CAS— WA``; Penetration sealedS 16 inch insulation in cavity min. Garage Fire Separation - House side '/z 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:\,SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report �--- Office No. (518) 761-8256 Date Inspection request received: % C� Queensbury Building&Code Enforcement Arrive: V,5- am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:' NAME: 42, L PERMIT #: LOCATION: �- '\.� z �U�_` SPECT ON: TYPE OF STRUCTURE: �►J - - Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbin`Vent/Vents in Place Rouo Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test am and Vents 5 PSI or 10 feet above highest eCLe` !� connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper, CPVC,Pex One and 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/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing /{,:;Insulation Inspection Report Office No. (518) 761-8256 Date InspectiQ request received: j . Queensbury Building&Code Enforcement . Arrive: ! 0 am/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 = ,Inspector''s itials: NAME: PERMIT #: . - LOCATIOI, INSPECT.ON: TYPE OF STRUC Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rougli PlumbingNail,Plates 1 % inch min.Drain Size WashK Machine Drain 2 inch min. He or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest . connection for 15 minutes" CIeanout every 100 feet/change of direction Water Supply Piping Cooper Commercial Cooper,CPVC,Pex One and 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/No duct tape. COMMENTS: L:\SueHemingway\Building.Codes.Inspection'.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Insp tion request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: `t- UT� PERMIT#: _ f LOCATION: `fCk � INSPECT ON: TYPE OF STRUCTURE: 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 Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest �� ra, 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 COl\'INIENTS: •L:\SueHemingway\Bui]ding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Town of Queensbury Fire Marshal - 742 Bay Road d Queensbury,NY 12804 761-8205/761-8206 Facto ]Bull as Fire lace/ tove ins ection hie ort �l Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer' 1 �✓ instructions or specifications is allowed. �,a'�+ �1 Permit# �o��J �~ Schedule Inspection I'> Timeegytime Inspector i IT Name e_�J �<J. SMAdress �� _ Rough In in Appliance Manufacturer Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) ,iFirestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles ✓Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White—BudldtngDept. Yellow Cask mer Pink—NnMarshal Town of Queenebury Fire Marshal's Office 742 Say Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 03 Fire Marshal's Inspection Repot Request C SCHEDULE Received: Permit# 0 INSPECTION ON: Name: _ 3=- AM M ANYTIME Location: APMOYIED EXITS ICI JA YES NO COMMENTS _` .��_ AISLE WIDTHS EXIT SIGNS_BATTERY EMERGENCY LIGHTING � ] •� ry L FIRE EXTINGUISHERS - - _ ��� �� , L , U 4J�4 6 i 'aw FIRE ALARM SYSTEM _ _ l•C l 10 FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM �i`7 r✓�( ��I�� HOOD INSTALLATION , t INTERIOR FINISHES _ � �lv�' R� �� AV- STt1RA►GE � � - cow, COMPRESSED GAS � ��1. CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING n r1 n v1 ��t,d,�14' d � UNITS CLEARANCE TO ELECTRICAL � � J F E��' REQUIRE®SIGNAGE a EMERGENCY PLAN 0 r.4 MAXIMUM OCCUPANCY SIGN CHIMNEY �J,ll 1 GJdiQ�l G 1►� ► '�1� L g MASONRY ROUGH IN � P FINAL CHIMNEY FACTORY BUILT ROUGH IN WOOD F.INAL STOVE ROUGH IN FINAL I Ct Ivwt . VENTED GAS APPLIANCE ROUGH IN _FIREPLACE FINAL MASONRY ROUGHIN OK T IS DATA 0 FOR co NOT OK FINAL , FIREPLACE - - FACTORY BUILT ROUGH IN � SPE ED VY FINAL - COM3EV/CHRISJlWORDILETTERS20011F IREMARSHALINS PECTIONREEPORT1102200`I WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY 1 4 S Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection requ rec 'v d: Queensbury Building&Code Enforcement Arrive: a p , Depart: a , p 742 Bay Road Queensbury,NY 128 4 Inp�ector's Initi s: 11 _ J Ptiv IT# l NAME: `iL1P q1�1Y BERM LOCATION: l DATE: COMMENTS: Y N NA y Chimney/"B"Vent/Direct Vent Location C(���i� V 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 wired L,� Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. _ Gas Valve Shut-off Exposed&Re ulator 18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum � � )� ���T►`1 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 '/Z doors > 10%> 1000 s . ft. 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/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File ; Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Bjl ' All Sides by 20' /Driveable Surface 20' wide Oka To Issue Tam Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc Framing /Firestopping Inspection Report l OD Office No. (518) 761-8256 Date Inspection re es r ceiv Queensbury Building&Code Enforcement Arrive: m/pm rt: �� ai m 742 Bay Road, Queensbury,NY 12804 Inspectors Init�k. NAME: PERMIT#: �S LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS . Jack Studs/Headers _ Bracing/Bridging Joist hangers ,r 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/Bearing Walls Metal Strapping for Notches Top Plate 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 Fire separation 1, 2, 3 hour ire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%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 LASueHemingway\Building.Codes,Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing /Insulation Inspection Report Office No. (518)761-8256 Date Inspection req rec ive Queensbury Building&Code Enforcement Arrive: a pm art: ` am{� 742 Bay Road,Queensbury,NY 12804 hispector's Initials- NAME: 1 PERMIT LOCATION: V_z SP INSPECT ON: ►Z T-O�J TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. lumbing Vent/Vents in Place Rough Plumbing/Nail Plates T, 0 Z71 Head or Air Supply Test L Drain and Vents 5 PSI or 10 ft. above highest 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 tnsulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:4SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 • 1 \ Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date In1pection st rec iv Queensbury Building&Code Enforcement Arrive: / m part: anoi 742 Bay Road, Queensbury,NY 12804 InspectoNAME: PERMIT#: 2-OLOCATION: y ky-ep �1�� INSPECT ON: TYPE OF,STRUCTURE: Y N `N/A Framing COMMENTS - 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/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(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 Fire separation 1,2, 3 hour Fire wall.2, 3,4 hour G� Kn--za:T Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separationa`�T'� P- House side '/z 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 LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No, (518)761-8256 Date Inspection request received: Queensbury'Building&Code Enforcement Arrive: ream/ G ai pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: - LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS ' Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 3 6 in. or more Headroom 6 ft. 8 in. " Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping 'G Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %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 LASueHemingway\Building.Codes.InspectionTORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection reque t rec ' e Queensbury Building&Code Enforcement Arrive: a ep a m 742 Bay Road, Queensbury,NY 12804 hispector's Initi s: NAME: v IV PERMIT#: O��j- 5 LOCATION: INSPECT ON: TYPE OF STRUCTURE: E 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 Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest 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 COMMENTS: L:\SueHemingway\13uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 -z'. �7 t Framing /Firestoppmg Inspection eport Office No. (518)761-8256 Date Inspection req -st eceiyee : Queensbury Building&Code Enforcement Arrive: a n p a rt: 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initia NAME: / PERMIT#: 0 � LOCATION: INSPECT ON: TYPE OF STRUCT YIN N/A arcinCOMMENTSCOMENTS \ 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/Bearing Walls Metal Strapping for Notches Top Plate ! 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 Fire separation 1, 2, 3 hour Fire wal 2, 3,4 hour estopping �} enetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'I/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) C✓ � � U 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing/Firej'lfgp nspec ion Report Office No. (518)761-8256 Date Ins ection re ed: Queensbury Building&Code Enforcement Arrive: '% 0 D art:ON: a p 742 Bay Road, Queensbury,NY 12804 Inspector s Initi s- NAME: PERMIT I Z' LOCATION: INSPECT — — TYPE OF STRUCTURE: Framing N/A COMMENTS Jack Studs/Headers' �� Bracing/Bridging Joist hangers Jack Posts/Main Beams c rJ v:> Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 Fire separation 1, 2, 3 hour Fire wall,2,3,4 hour irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection reque ceiv Queensbury Building&Code Enforcement Arrive: `v a e a m 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi s: NAME: PERMIT#: LOCATION: INSPECT ON: s —U TYPE OF STRUCTURE: y N Framing N/A COMMENTS . 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/Bearing Walls Metal Strapping for Notches Top Plate 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 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 %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:\SueHemingway\Building.Codes.Inspection.FORMS\.Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspectio ,=que cei Queensbury Building&Code Enforcement Arrive:Lq_a t a m 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: PERMIT#: 03 d� LOCATION: F CA K INSPECT ON: TYPE OF STRUCTURE: Y N N/A Framing COMMENTS 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/Bearing Walls Metal Strapping for Notches Top Plate 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 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 11/2 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) 53sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes,Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 FROM TOWrSEWE-ASSOCIATES PHONE NO. 5184461995- Sep. 15 2003 09:15AM P2 _ UJ%NJ 2(?e0 14:53 F-U +5I8 482 92:14 VOLUIER .ASSOCIA RS TOWNSFND 12002 'ROf1 ' TOWldS ND ASSOCiAT1=S PHONE No. : 51e4461995 Sep, 09 2093 04:41PM P2 os��ai2aa� 1�:55 5�9aegFe� L-70-A'.WE PA(; F''J lH1 LaChas$ Construction 1S,ervleeo, LLC Request for schimactedy, NY 12305 Fax: SIB-366.9206 PmjQctt SATURN OV THE IR0NDIACKS Project N6.1S4011111 flats: 9/9103 ! TOWNSEND ARCktWECTS RAmance.Diagonal brad g - - I A,ttentiont MIKE DOBEREMER A.A. PN di 9-446-1290 I Fax: 5 6�446-1�Ki r .P• w� 'a`" 1, !?�' :7 '1- •i.yn�rJ,'rS May a welded connection in 0elu of boltd ba used in attaching the angle ibracesa In the reef framing? artk yet_ l I R gjleat+ed Sys Sill Stile --Sr.Prof ct M na Signed:. Datel 9/9M :..; •:. . �.. :",,' ,.: •.1,: .:;.d'...,• .;Vie:. z. r.,, •. ,rev' .. �l A N rJ 9 Zc r�J -T10 &-IN-A G.1�, INC.- A,s 6L5 - GPA-f r JvL i 5 -csy�IJ T?a � i� ►lr SF-- � PA c.ti tJ C� S . jJrsr— c.a N FD P+1A 1-0 'A Lkl �h�,► a�v `�g as Syplteds �� / J -- Data, w Page s of 1 �1�143 t e ' c � ; SOCIATES PHONE NO. : 5184461995 Sep. 15 2003 09:15AM P3 1:33 P.'LY o18 asz 9234 VOLLMER ASSOCIATES y TOWN'SE\T 10003 — -- .... PROJEC7a. ,a...>....._�(> a ............... 6HEV ......�.._... OF............... PACbx......._......OF;......,.., Au"A5510LIATES// P�� MADE BY,....-.=�-............_..._._.... F)Alt��A�:3 PRO{EG7,.......1G.1 L.1.!tl. ....... ...... CHKD BY............................ _....... QA SuRjrrr ... .n Z .�....- ......._.._............................................ REVISED BY:- -__..................... DATE: CZ➢ fro N>J1 orl ..................__.. .... ___........-,......—._......... CHKP Br__......._.......... lJa7F - -- 4vt-�v F��� � atiw arUEe O lwr� 5TI�x r7t15n►.� z2 r 77 oN I 1� vth'�a N C. z RSSOC[RTES PHONE NO. : 5184461995 Nov. 04 2003 10:04RM P2 ............I.. ®..................... SHEEt n�F �or::...:.......... PACE:...............11, i ASSOc'MIISII? MAnFBY:... .. . ......... rRoltc:r:......�.!�...... �(�' "....!"�,.... /VS Qv�..®.....:....... ttfKr)aY:.................................. P�r� p G/.. .( ............... H{vlSU)fit.......................... .. ...... OATI': / ................................. .......... ........................................... ......... C'HKD BY:..... ..................... DAIC: i " -mo F. fA r.Imre4. PAC'.-OrAlCov (;Wo) Dow i 7 OMAsIAJ 6- Fi�Fa ts� s fit- — o-5 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request r eived: Queensbury Building&Code Enforcement Arrive:7L, a pa a m 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi NAME: ze= PERMIT#: Z g LOCATION: ta � sd� $�_ INSPECT ON: —b- TYPE OF STRUCTURE: i 0 ti Framing Y N N/A COMMENTS . 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 1 ! �'� \33N�el Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 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 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 I/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 LASueHemingway\Building.Codes.Inspection.FORMSTraming Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office Na. (518)761-8256 Date Inspefctjreques eiv Queensbury Building&Code Enforcement Arrive: - am/ D rt: a am/ m 742 Bay Road, Queensbury,NY 12804 Inspector sls: _ NAME: • �LNG, PERMIT#: LOCATION: INSPECT ON: — () TYPE OF STRUCTURE: N N/A `� .�'' C NTS Framing � Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly \D�V 121,O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(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 Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. kqt Garage Fire Separation House side%z inch or 5/8 inch Type X j�c\-�yz Garage side 5/8 inch Type X C \ _ Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request r ive Queensbury Building&Code Enforcement Arrive: ��%- tu a , 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initial ja C NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCT E: �/ Y N N/A COMMEN Framing w. 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/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 —F&5v K� \ jQ V1CV Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall ?U-16SC L.--**)f,\LA — Fire separation 1, 2,3 hour ��Co-�( kRDF— 77 ft `'CM Fire wall.2, 3,4 hour Firestopping Penetration sealed ������ �� � s�► 16 inch insulation in cavity min. Garage Fire Separation House side %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:\SueHemiugway\Building.Codes.lnspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection re rec ve /0 A-) 2 a Queensbury Building&Code Enforcement Arrive: a pm art: a 742 Bay Road, Queensbury,NY 12804 Inspector's Init' is NAME: CJ`` n" PERMIT LOCATION: j, bC' g_O INSPECT ON: 101,301d 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 Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper, CPVC,Pex One&Two Family _ ulation Residential Check/Commercial Check �� Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnaces Duct Work Sealed Properly COMMENTS: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doe January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspectionfpm ce' D �/ O 3 Queensbury Building&Code Enforcement Arrive: Depart: ✓am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi NAME: d'-�— #: Q)03-;LaS LOCATION: INSPECT ON: U TYPE OF STRUCTURE: Comments Y N N/A Footings Piers nolithic Slab Rem ent 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/Walipour 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 SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection req2srid:Queensbury Building&Code Enforcement Arrive: a amepart: ,- am742 Bay Rd., Queensbury,NY 12804 Inspector's Initials•NAME: �$�ll R f�J _ —()C)(�� LOCATION: k F— —R D � 'D SPECT ON: �b 7 —(\3 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers . Monolithic Slab Vvl�-V 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 BaclSill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51`8) 761-8256 Date Inspe lion request received: Queensbury Building&Code Enforcement Arrive: f BUJ am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: < ��� � :/� PERMIT#: 01?< P LOCATION: �'1- ����� INSPECT ON: 0 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 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:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Ins ectionIrequer ceiu d: Queensbury Building&Code Enforcement Arrive: epart: , m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init NAME: T#: 3 1 ar�fc LOCATION: SPECT ON: -- TYPE OF STRUC Comments Y N N/A ootings 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 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req st r c e Queensbury Building&Code Enforcement Arrive: a pm Depart: "� a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi ii 3NAME: O� C�YSI , PERMIT# LOCATION: �` INSPECT ON: Z O-- TYPE OF STRUCT 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. aterials 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. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est ec v 0 h�ha3 Queensbury Building&Code Enforcement Arrive: p Depart: r am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi Is: NAME: ERMIT#: ® 3 LOCATION: . 11INS T ON: TYPE OF STRUCTURE: e Comments Y N N/A Footings Piers Monolithic Slab 1 , 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 . t 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. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 c �1 - pvl-� Foundation Inspection Report Office No. (51-8)761-8256 Date Inspection requ t r eive G Queensbury Building&Code Enforcement Arrive: a pm Depart: ` m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial C l /� c� NAME: 7 rq `� / E IT#: Z� ? ` a-J LOCATION: G2�/r� (� PECT ON: TYPE OF STRUCTURE: Commen Y N N/A Footings r Z� Piers l Monolithic Slabc� �� \ Reinforcement in ac 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 r 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 Cl Backf`ill Approval p ��\ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- - I," o \ � Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Ins ection reque e ve Queensbury Building&Code Enforcement Arrive: h a epart: •I' am/pm 742 Bay Rd., Queensbuiy,NY 12804 Inspector's Initials. NAME: hje��e #: � LOCATION: , INSPECT ON: p — 0 r7 TYPE OF STRUCT . Comments Y N N/A i. 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. aterials for this purpose on site. oundation/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 Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHen ingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ rec i ed: Queensbury Building&Code Enforcement Arrive: a Depart: f ant�� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initial O�y6NAME: PE IT#: ()3 LOCATION: IN PECT ON: TYPE OF STRUCTURE: Comments Y N N/A otings t Piers Y 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:\SueHemingway\Building.Codes.Inspection.FORMS\roundation Inspection Report doc January 28,2003 a, o0 0 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection req r ceive Queensbury Building&Code Enforcement Arrive: pm epart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi ls: NAME: ,� IT#:�— LOCATION: SPECT ON: 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 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 ndation Insulation Interior/Exterior ID W Rough Grade 6 inch drop within 10 ft. �LA A L:\SueHemingwaylBuilding.Codes.Inspection.FORMS\Foundation Inspection Repoitdoc Janua 28,2003 Fcundation hispection Report Office No. (518)761-8256 Date Inspection reque ec ve 03 Queensbury Building&Code Enforcement Arrive: am/ Depart: a 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials- NAME: s4n,��ttJ I �7® P RMIT M LOCATION: INSPECT ON: TYPE OF STRUCTURE: t Comments Y N N/A ootin 's Piers onolithic 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 4P Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior!Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway�Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 09t').•8!2eH 1 I:01 5183689288 LEGH✓a E II r DATE, -_ T O` W N S E N raGJ�GT TITLEr =- oq-oq-o9 j' A R. i C H I T E C T S SATURN cmQ j WN Wet 01v,IsI0N or -�__ ____ of THE AvIRoNDacKg moo VOLLMER ASSOCIATES LLP iLnginepm Archiiects-landscape ArcMeus•5ury ors-Planner: �H Y NZW YORK $K_2 SHC'L•T ti-rLIM, TYi-(*AL Po'VW^T1ON WALL., PROJ. Ne 09='4950-0 5rOREPR9N7'SYSTEM OR 91-AI:3 lrD6>° G.M.U. (are ORAWIN09)—.� INSULATION GONG, SLAB ON GRADE rft6-A2AxW2.41 HMO.— \ (SEE STWJGT. GWb5j I T.O. I'OUNpATION WALU/SLA9 1 +D a '.Xd i A ° ° �---AT ENTRY ONLY PROVIOZ 09 VOMLS; 0.24116.C.. 12 gill GONG. APRON ON 3-510E9 OF d• ' NEW VEHICLE DELIVERY----- O POURED GONGRETE FOOTING t p - R-10 INSULATION FOUNDATION WALL j •"d PULL Hff t"T (SEE sTi*T, pWGS. Poet R iwi 4, 1 r ' (5EI~ STRLJGT: DW65 UNDISTUR6ED 901E (TYPE--- ' I TYFICA.L FOUNDATION 1NALL 15EGTION SIC WAL9. V ■ 1,_;p'r I f � I i 09/16I2003 16:01 518 ES9'20E, LECHASE PAGE 02 i i -- T 'Q W iN N E7 ., � TITLC. DATE, A R C H ' I T E C T S as-oa-os SATURN DIt^m �Yr A IaIv1'510N or OF THE AVIRONDAGKS MBD VQLLMER ASSOCIATES LLP ��rT• _ l"n i'�2,b�Architc�,fs•l�nds�:��rehite:Is•5,�rveyors•f'lanners --i" I CM NSDURY NM YORK. 5K--1 6NBL•T TITLiBr i'T`j'PIGAL I"'ONND/r1°tON WALL plRr�.I. M OrJ-4D`JO-O STOREFRONT 5YSTEM OR R-® SLAB E06E �.M.U. (SEE DRAWIN65). ..- , INSULATION i GONG. SLAB ON 6WAVE (SEE STRUGT. DW69a (TJ O, FOUNDATION WALL/SLAB i i i POUR@D,GONGRETE FooTIN6 4 K-10 INSULATION #0UNDATIb11 WALL; FUW. HEI6HT (SEE 37mc,T.Pyo POR REINF)--I,` VAI�IBB (SEE STRUCrT, %7W65J . UNDIShMMED SOIL i ' I I T'1'PICAL FOUNDATION WALL SECTION i . Fcundation Inspection Report Office No. (5 H) 761-8256 Date Inspection re ve l� 4 Queensbury Building&Code Enfdreement Arrive: m/pm part: a 742 Bay Rd., Queensbury,NY 12804 Inspector's NAME: �� � - PERMIT#: � :. LOCATION: Ltd CCr f INSPECT ON: 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 0 1C LLD E,57 E 10 Reinforcement in Place Foundation Dampproofing g Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump `J C�� Footing Drain Sfone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval 4P Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes,Inspection.FORMSToundation Inspection Report.doc January 28,2003 VIVO ��-- Rough Plumbing / Insulation Inspection Report G� Office No. (518)761-8256 Date Inspection re est ec v d: Queensbury Building&Code Enforcement Arrive: a p art: _ a In Bay Road, Queensbury,NY 12804 Inspector's Initia s: NAME: PERMIT#: LOCATION: INSPECT ON: / L� 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 o gh Plum ing = ail Plates ��ey`�a=� Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest 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 COli'MENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 fto Framing / Firestopping Inspection Report �v Office No. (518)761-8256 Date Inspection re r eiv 0 d 3 Queensbury Building&Code Enforcement Arrive: pm pa 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi NAME: PERMIT#: C>), LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS ramin ft-Studs/Headers PmAi7v 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/Bearing Walls Metal Strapping for Notches Top Plate 1 `/z(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 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''/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 LASueHemingwayNBuilding.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection req st c ' e Queensbuiy Building&Code Enforcement Arrive: a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s• NAME: 6 Q PERMIT LOCATION: �,�l F�� Q� INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain l Vents Cast Iron,Copper Drain/Vent/Comm. Plumbing Vent/Vents in Placep�- Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest 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 CONIM ENTS: L:VSueHemingway\I3uilding.Codes.Inspection,FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Fcundation Inspection Report Office No. (51`8)761-8256 Date Inspection re u st r ce� ed: Queensbury Building&Code Enforcement Arrive: m/ Depart: a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Ini ' NAME: (�' �'`1 ERMIT#: — . LOCATION: INSPECT ON: TYPE OF STRUC j �nA d . , �""�.a� Comme L� Y N N/A Footings i -s 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. LASueHemingwayTuilding.Codes.InspectionTORMSToundation Inspection Report doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re ues c ' ed- Queensbury Building&Code Enforcement Arrive: a Depart: V ami pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial NAME: RMIT#: 03 r 9-3-5 LOCATION: J SPECT ON: —� 3 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinf ement in Place e 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: 1.2 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. LASueHemingway\Building,Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report p p Office No. (518) 761-8256 Date jIm'i re Queensbury Building&Code Enforcement Arriv Depart: 9 b m 742 Bay Rd., Queensbury,NY 1.2804 InspeNAME: RMIT#: n LOCATION: �� PECT ON: 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. Foundat' /Wallpour C � Inforcement 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:\.SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Reportdoc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques eceiv d: Queensbury Building&Code Enforcement Arrive: 41,0 am/ D a p 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: v ; PERMIT#: LOCATION: 2, 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 .# Head or Air Supply Test 1_�2) Drain and Vents 9 —EEV 1 k-N,4) 5 PSI or 10 ft. above highest 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 COMMENTS: i L:\SueHemingway�3uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 o � Foundation Inspection Report Office No. (518)761-8256 Date In ection r es ve . Queensbury Building&Code Enforcement Arrive: a, Depart: a 742 Bay Rd.,Queensbuiy,NY 12804 Inspector's Intl i NAME: 1� IT LOCATION: INSPECT ON: 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 Dampproofmg/Waterproofing Footing Drain Daylight or Sump " Footing Drain Stone: 1.2 inch width 6 inches above footing �`� 6 mil poly for wet areas under slab Backf' 1 Approval 4) o1flumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. Q LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheirn,PA 17545 ---�IMUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No.........i...............................Cert. N2 80A61 Cut-in Card No.................................... Owner........:.!.... Location.........! ......*..if ........ I ......... ... o Installation Consistint................................................ .... ................................................................ ......................................................-.... ........../........................................................................... -;Y.......................................................................... .. . ............ Installed B .. .:Z Lic.No..................................................The conditions following governed the issuance of this certificate, nd any certificate previously issued iE 0 this certificate,'e' cancelled:- This r' no any certificate previously This certificate only covers the electrical equipment and i allation conditions as of date. Upon the 1. ti I tj introduction of additional equipment or alterations,app ica i sh 11 be promptly made for inspection. ic Inspectors of this Company shall have the privilege in ing inspec s at any time, and if it: right g� t if. _lit to . 0 rules arelated,the Company shall have the lit his ce ific ......... INSPECTOR. ... ........... ..... ............................ �1.....�..-v Date - ".—t— VA TANT Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Factory Built Gas Fireplace/Stove Inspection Deport Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's j instructions or specifications is allowed. 2 03 n Permit# `ti Schedule Inspection 'i U Time J am pm ytime Inspector ffy-1�/ s� Name n' Address Rough In�4 Final_ Appliance Manufacturer Model# �� Li(D fi' r v Direct Vent Factory Built Chimneyx Flue Size Double Wall ^ Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) (� L14 V�6k Firestop(s) Vertical Chase i Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Asir 5 Hearth]Extension(if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White—Building Dept. Yellow E; er Pink—Fire Marshal Framing /Firestopping Inspection Report Office No. (518)761-8256 Date Inspection req s ce' ed: Queensbury Building&Code Enforcement Arrive: a p epart: 742 Bay Road,Queensbury,NY 12804 Inspector's Initial : 4 NAME: PERMIT#: 71�f��,�_7s_ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N NSA COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams I Exterior sheeting nailed properly \ 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 I/2(w) 16:gauge(8) 16D nails each side J 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 walf 20,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin /wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5,7 sf above/below grade 5.0 sf grade L:\,SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report,doc January 28,2003 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY. 12804-5902 py .September tember 13, 2004 C Mr.-John Willis Saturn of the Adirondacks 92 Quaker Road Queensbury,NY 12804. RE: Code Requirements—Outdoor Flammable Fuel Storage/Dispensing Dear John: I have reviewed the drawings submitted in support:of the referenced installation. Based on my review, and a site visit on Friday September 10, 2004,the following code issues must be addressed before a final Certificate of Occupancy(CO) can be issued for your facility. 1. The storage tank and the fuel dispenser must be placarded with signage warning of the presence of flammable liquids, per section 3404.2.3.2 of the Fire Code of New York State. The signs must be made of a durable material; and shall have white lettering on a red background and-.shall read"DANGER—FLAMMABLE LIQUIDS", per section 3403.5.1 of the Fire Code of New York State. 2.. Signs reading"NO.SMOKING OR OPEN FLAMES" must also be,placed on the tank and dispenser, per section 3404.2.3.1 of the Fire Code of New York State. 3. At least one fire extinguisher must be installed within 50 feet of the dispensing operation. The extinguisher must be rated for all types of fire's, with a minimum rating of 4A60BC. 4. At least one sign, identifying the material therein, must be placed on the storage tank, per section3404.2.3.2 of the Fire Code of New York State. 5. The gate that completes the.dumpster fence must be closed at all times, when not in use. If allowed to remain in the open position, the gate obstructs the remotely located manual pull station for the fire suppression system. 6. An electrical inspection must be completed and the report forwarded to my office for the referenced installation.Please choose an inspector from the list accompanying this letter. These inspectors are the only.ones qualified by the Town of Queensbury to perform electrical inspections.' Should you have any questions or concerns about this letter, please do not hesitate to contact me. Sincerely, S wen J. S h Que nsbu ire' ars al "Home of.Natural Beauty ... A Good Place to Live" 4 06/23/2003 08:31 FAX 518 452 9234 VOLLMER ASSOCIATES U 001 FACSIMILE COVER PAGE NUMBER OF PACES (Including Cover): �- PLEASE ADVISE BY PHONE 518.452.4358 OR FAX 518.452,9234 IF A PAGES ARE NOT RECEIVED. To: p LY 4A-Fjf\J COMPANY: -TO t-'n1 o P 61 FENS Rq F--4 FAX NO: `f - The original of this facsimile will be sent by: ❑ ordinary mail ❑ messenger [J .overnight This will be the only form,of delivery of this document. DATE: JOB NO.: '�c0 FROM: C U f AC M S o IUD PROJECT: S'A'' u ew D nE A-b J P-a N OTHER COMMENTS: �lr r 4i - o� Z 1 I Fo u I�o Z„ F-1 IE:)6-7 r l S FEZ i I -Eh�, Go I? e7777f-275- � v I CAL / �-Z-�'r Gam- 02 4-tp—Cff- L ice- . ��ti �T1 a-nJS �57ff� �!S L Vollmer Associates L,LP Pine West Plaza, Building 1A,Washington Avenue Extension,Albany, NY 12205-5510 Telephone- 518,452.4358 Fax: 518.452.9234 06/23/2003 08:31 FAX 518 452 9234 VOLLMER ASSOCIATES 1@002 S 3 J o PROJECT .. Q3................ SHEET ......I....... F ��O..�...... ....... PA CK&..............OF:.......... ASSOCIATES LLP MADE BY.........L r.�.......................... DATE p PROJECT•--------5A...U.r.........................................................................I........ CHKD BY. ..... DATE;— SUBJECT .. .G��17!N� (��(�o N C N T S�J S�'►f G ................................ •-- ........... REVISED BY!.......................................... DATE: .:................................................................................... CHKD BY ..... DATE: Win�7� Gan�Pv� `T� suclfi fpsPnur.,5 v�Nr WM f,910 6-k rl 5t4614 /fi5 D u(.TS E�LA vv, r� I .v P E— -E.w r5 lr ID L-- 15 jbfi.� ��r1��I�✓� }jt-��,1 -- o) ZS F� 51Sw,r -7-4 h v vt�z J v w�rl'DP 13 Ps F J' 13 3 P ._ .shy WEl�1-►-T RVP1ndn,A 1, 5�LI°�z-1,16, ALL uUJLpjw� EN A-00 17,,rFAl- 'WtiIJG/#,DJ 1"i(,� 06/04/2003 12-:27 FAX 518 452 9234 VOLLMER ASSOCIATES 000.1 E � FACSIMILE COVER PAGE NUMBER OF PAGES (including Cover): 2 PLEASE ADVISE BY PHONE 518.4,52.4358 OR FAX 518.452,9234'IF ANY PAGES ARE NOT RECEIVED_ TO: PAVE coMPANY To wm or 0( -�zNS P Lip- "mlo q j �.i FAX NO.- The original of this facsimile will he sent by: ` ❑ or'dinary mail 0 messenger ❑ overnight This will be the only form of delivery of this document. DATE: ' h 6 - 0 y - o 3 J®B NO.: SOO -0 FROM: PROJECT: S,�TJ,t g►�1 F 'k' A-b i k wDA 6r-5.- OTHER COMMENTS: IJr2 fZ. J675m i c Tlj r51 ;_j d r I IJb' Zf O�7toy f U n;-D T11 AT /J.o A�01T70 NA'u F-CO H I�� ,9 /�- �U Ga7N -i;T wI QUc"5-j7fltJJ lS Cq,Ss fl� ih gm p;ot3 e v ilm er.(-Wit LUG Vollmer Associates LLP Pine West Plaza, Building 1 A, Washington Avenue Extension,Albany, NY 12205-5510 1. Telephone; 518,452_4358 Fax: 518.452.9234 05/30/2003 09:49 'FAX 518 452 9234 VOLLMER ASSOCIATES• I21001 """FACSIMILE COVER PAGE NUMBER OF PAGES(including Cover): PLEASE ADVISE BY PHONE 518.452.4358 OR FAX 518.452.9234 IF ANY PAGES ARE NOT RECEIVED. TO: Df�V ,� } ��t t\j COMPANY: Ta wN o F wMMkN i-ry Deve-&I- DE'�R.TMFNT FAX NO: 4 Z- .y y 3 7- The original of this facsimile will be sent by: ❑ ordinary mail ❑ messenger ❑ overnight This will be the only form of delivery of this document. DATE: �3 D -0 3 JOB NO.: Zo C>3 -`-) S3 0 - O FROM: L U 14 t rJ • PROJECT: ev 1 U I\,f OF -n4 OTHER COMMENTS: -rye F-o LL-a,V IN Ej 15 '¶ LoM PLETEl7 rSEjS M c(- (-Eyt—t='-j 51'75M iC, 1-oA-D i nJ 6,. 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(short period) 3 Figure 161.5(1) 318 '3 S, (1 second period) /O Figure 1615(2) 319 c+ Fa (site cbefcient-short) /, Table 1616.1.2(1) 320 F; (site coefficient 1 sec.) � , Table 1615.1.2(2) 320 S,„, (short period adjusted) O , (, Equation 16-16 317 S,n, (1 sec. period adjusted) l�, 'z. Equation 16-17 317 S., (short period), Q , J ' J Equation 16-1 B . 320 So, (1 sec.period)' o , .1 b Equation-16-19 320. o Seismic Use Group 7L Tabie 1604.5 287 j Seismic Design Category Table 1616.3(1) 324 (short period) Z Seismic Design Category Table 1616.3(2) 324 (1 sec, period). SEISMIC DESIGN CATEGORY This category determines the 13 (most severe of above two) design analysis and whether MEP systems must be braced. 16t,►,q�E©l,�VALFn/Y LATc`R�� F.¢.c� . �y Analysis Procedure Used rPv ���ae FoK aE,sM,c DES, N Section 1616.6 326 Building_Components Subject.To O �N`�b��►as492IM-114Section 1621 345 S Seismic Design Requirements: n��ynr �Pzi,� rwL� Architectural Section 1621.1.1 & 345 Mechanical Section 1621.1.E 347 Plumbing ditto, 347 Electrical AfPL"` '41 fir ditto 347 • - �U�II�l- �M�afJ�MTf ' JAM Page 10 of 10 05/30/2003 09:50 FAX 518 452. 9234 VOLLMER ASSOCIATES fa 003 . PRO/ECT#_Zo ...................................SD b 1 I .._ PAGE#........_....._OF _..._..._. ............... SHEET#.......... OF_.......L.... • ASSOCIATES LLP p MADE BY........ .0......................... DATE: J!!I ! p --- CHKD BY.............................................. 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DATE:-/ --I -�-- — ---� s -t— - - - - -- - - I - -- ---- - - ---+-- - ----- -i i- -'— - - ,� ok 05/27/2003 13:57 FAX 518 452 9234 VOLLMER ASSOCIATES U 001 FACSIMILE COVER PACE NUMBER OF PAGES (including Cover): PLEASE ADVISE 8Y PHONE 578.452.4358 OR FAX 518.452.9234 IF ANY PAGES ARE NOT RECEIVED. COMPANY C, s, y�u,, b.;.i�;., -Dep. 'A * FAX NO: Ij y3- The original'of this facsimile will be sent by: ❑ ordinary mail ❑ messenger ❑ overnight ❑ This will be the only form of delivery of this document. r DATE: r�� 03 JOB NO.: S3-0u FROM: PROJECT: cP fi4., Ac%rc,.,1Telc_,g3 OTHER COMMENTS: -T� ��Ic1.y.�1 Out Cr��.�u►-� e� ;��1, Loc.dc Nato c�srJ es KJ{1�- Z 7� V 1J c.Ju.Ar2 L..SY�L Cw C d = A�+A - fee_ r r Vollmer Associates LLP Pine West Plaza, Building 1A,Washington Avenue Extension,Albany, NY 12205-5510 Telephone: 518.452.4358 Fax: 518.452.9234 05/27/2003 13:57 FAX 518 452. 9234 VOLLMER ASSOCIATES I21002 i 5HFET ......�....... 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I � i � I i I i i I I--•-I- - I I I I I I I - I - I I I �• - I - I- - � ' I - j TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 May 14,2003 Mark Dobereiner Townsend Associates 18 Locust Street Albany,NY 12203 Dear Mark: The following items need to be addressed prior to the issuance of the Saturn Dealership proposed at Quaker and Lafayette Streets. .�, 1. e have no structural loads for the proposed building with its additions. We need sno including drift,wind loads and seismic loads along with all the calculations for the loads to be shown. / �i-esi,�ic C'o.� -qop kdl Additional 4;�� e been requested to be added at the east wall of the shop area and also one in t�'J We need a drawing showing the sprinkler system proposed for the building or any modifications ,r� to the existing sprinkler system. The sprinkler system is required to be monitored off site,and we 4 will need some type of alarm system for this building to show detection for the sprinkler system. 0/ We need to know the number of employees that will be employed, along with the occupant load that is anticipated for this space to figure proper plumbing fixture count. .511'On the plumbing drawings,-there is a note which states that under slab will be cast iron and above slab will be PVC: This is a violation of the Labor Law, and therefore all materials above slab must be cast or copper. Any materials below slab can be PVC. K*11 e need you to show the ventilation rates for the ceiling units to be mounted in the customer area to show that the ceiling unit heaters will provide the proper fresh air ventilation to this space, as you do not meet the four percent natural ventilation. s ,�.. �. �X,,_ We need to know if the heating units to be installed throughout the building will be supplied with combustion area or rely on combustion air from the space. We received no Energy Code Compliance forms with these drawings. Please submit the ComChek software to show that this building will meet the Energy Code. Sjd- Alk,5 IV-" We need detailed information on the spray booth to be installed in the repair area. ra-1 �i�.. The structural drawings were not submitted and need to be submitted prior to issuance of a permit. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 Through a clerical error in our office, the fee was not calculated correctly, and additional fee of $1,692.90 needs to be submitted along with the additional submissions requested. As always,if you have any questions,please don't hesitate to contact me at 761-8256. Thank you for your attention in this matter. Sincerely, T ?Ha , 4Director SBURY David Building and Code Enforcement DH/mg TOWN OF QUEENSBLMY 742 Bay Road, Queensbury, NY. 12804-5902 February 26, 2004 New York State Department of Motor Vehicles Division of Vehicle Safety Services 175 Sparrowbush Road Latham, NY 12110 Re: Saturn of the Adirondacks 92 Quaker Road Queensbury, NY 12804 Facility No: 7096652 Faxed 2/26/04 'NYS DM V 783-7906 Pierce 832-7001 Dear Sir or Madam: In response to a request from Mr. Tim Pierce of Saturn, I would,offer the following information relative to the above referenced facility. Upon review of the facility by the Town of Queensbury Building and Codes Office, it is my position that the project, as constructed, meets the requirements of the applicable sections of the New York State Building Code for the operation of a motor vehicle sales and service facility. Should you have any questions or comments, please.do not hesitate to contact me. Sincerely, Town of Queens ury �n IN _ UC,ohn O,Brien �� Code Enforcement Officer CB/sh Cc: Tim Pierce L:\Craig\2004 Letters\SaturnDMV2_26_04.doc Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck--EZ Software Version 2.4 Release 2a Data filename:C:\Program Files\Check\COMcheck-EZ\Saturn of the Adirondacks.cck Section 1: Project Information Project Name: Saturn of the Adirondacks Designer/Contractor: Townsend Architects Document Author: Michael Dobereiner,R.A. 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 Activity Type(s) Floor Area Retail Sales,Wholesale Showroom 4036 Industrial Work,<20 ft Ceiling Height 11630 Project Description(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 gasketed. . [ ] 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:Metal Roof with Thermal Blocks 15675 19.0 20.0 0.029 0.051 Exterior Wall 1:Metal Frame, 16" o.c. 14000 19.0 0.0 0.114 0.074 Window 1:Metal Frame,Double Pane with Low-E Clear,SHGC 0.87 1196 --- --- 0.250 0.520 Door 1:Solid 75 --- --- 0:200 0.120 Door 2:Glass,Clear,SHGC 0.57 446 --- --- 0.250 '0.520 Door 3:Overhead 720 --- --- 0.200 0.120 (a)Budget U-factors are used for.softwaie baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 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 2a. 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 speci in, mpliance with this Code. IG. � Cj •O� Principal Envelop DesignerN- ame a Date Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Data filename:C:\Program Files\Check\COMcheck-EZ\Saturn of the Adirondacks.cck f Section 1: Project Information Project Name: Saturn of the Adirondacks Designer/Contractor: Townsend Architects Document Author: Michael Dobereiner,R.A. Section 2: General Information Building Use Description by: Activity Type Activity Types) Floor Area Retail Sales,Wholesale Showroom 4036 Industrial Work,<20 ft Ceiling Height 11639 Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 32918 28135 YES 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 [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 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/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours, [ ] 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 805.6.2. 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 2a. When a Registered Design Professional has stamped and signed this page,they a attesting that to the best of his/her knowledge,belief,and professional judgment,suchF pions ar ' compliance with this Code. Principal Ligh ' Designer-Name Si Date Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts ' Watts Area Category (ft2) (watts/ft2) (B x C) Retail Sales,Wholesale Showroom 4036 2.1 8476 Industrial Work,<20 ft Ceiling Height 11639 2.1 24442 Total Allowed Watts= 32918 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E S20 2x4 deep cell parabolic/48"T8 32W/Electronic 3 43 96 ' 4128 S26 4'alcove lighting/48"T8 32W/Electronic 2 4 64 256 S22 2x4 troffer/48"T8 32W/Electronic 3 2 96 192 S23 pendant bench light/48"T8 32W/Electronic . 2 8 64 512 S24 8'pendant light/48"T8 32W/Electronic 4 14 128 1792 S25 4'pendant fixtures/48"T8 32W/Electronic 2 5 64 320 S28 4'under counter/48"T8 32W/Electronic 1 1 32 32 S29 4'pendant fixture/48"T8 32W/Electronic 2 2 64 128 S 1 pendant truss system/Metal Halide 100W/Electronic 8 1 800 800 S2 semi-recessed system/Metal Halide 70W/Electronic 6 1 420 420 S3 track system/Metal Halide 100W/Electronic 8 3 800 2400 S6 industrial light/Metal Halide 250W/Electronic 1 6 250 1500 S7,S8 industrial light/Metal Halide 400W/Electronic 1 24 400 9600 S9 exterior surface mount/Metal Halide 250W/Electronic 1 17 250 4250 S 11 showroom pendant lights/Metal Halide 175W/Electronic 1 7 175 1225 S 14 showroom pendant light/Metal Halide 50W/Electronic 1 2 50 100 S30 recessed downlight/Other/Electronic 1 16 30 480 Total Actual Watts= 28135 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= 32918 Total Actual Watts= 28135 Project Compliance= 4783 Lighting PASSES: Design 15%better than code Permit Number Mechanical Compliance Certificate Checked By/ New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Data filename: C:\Program Files\Check\COMcheck-EZ\Saturn of the Adirondacks.cck Section 1: Project Information Project Name: Saturn of the Adirondacks Designer/Contractor: Townsend Architects Document Author: Michael Dobereiner,R.A. 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): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List uanti System Type&Description 1 HVAC System 1: Heating: Central Furnace,Gas,Heating Capacity Unknown/Cooling:Packaged Terminal Unit,Capacity 15000 Btu/h,Air-Cooled Condenser/Single Zone 1 Water Heating 1: Service Water Heater Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency: Packaged Terminal DX Unit: 9.3 EER [ ] 2. Newly purchased cooling equipment meets the cooling efficiency requirements. . Requirements Specific To:Water Heating 1 [ ] 1. Heat traps in inletloutlet fittings [ ] 2. 1/2-in.insulation on 8 ft of inlettoutlet piping if no integral heat 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 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 [ ] 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 [ ] 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 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 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. Newly purchased service water heating equipment meets the efficiency requirements [ ] 15. Water heater temperature controls: 110 deg.F for dwelling units or 90 deg.F for other occupancies [ ] 16. Stair and elevator shaft vents are equipped with motorized dampers [ ] 17. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted [ ] 18. Kitchen hoods>5,000 cfin provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] 19. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up 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 2a. 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 officia if requested.When a Registered Design Professional has stamped and signed this page,they are attes ' g that to the est of his/her knowledge,belief, and professional judgment,such plans or specifications are in ce WITH Code. Iia�hl�,- l.� r7 .29,o�y Principal Mecha al Designer-Name Si a Date Mechanical Requirements Description New York State Energy Conservation_Construction Code COMcheck-EZ Software Version 2.4 Release 2a Data filename: C:\Program Files\Check\COMcheck-EZ\Satum of the Adirondacks.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To:HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Packaged Terminal DX Unit: 9.3 EER 2. The specified cooling 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. Requirements Specific To:Water Heating 1 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a)the first 8 ft of outlet piping from any constant-temperature,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>0.28 Btu•in/(h•ft2•°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 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 orshutting 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 cfin 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 include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of 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-determined 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. 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 New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 15. Water-heating equipment must be provided with controls that allow the user to set the watei,temperature to 110 °F for dwelling units and 90°F for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110'F. 16. 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 iii buildings less than three stories in height,above grade. -Ventilation systems serving unconditioned spaces. 17. 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'F. -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 pen-nit air economizer operation. 18. Individual kitchen exhaust hoods larger than 5000 cfm 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°F 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 fprr 19. Buildings with fume hood systems having a total exhaust rate>15,000 cfm must either have variable air volume hood design,exhaust air heat recovery,or separate make up air supply. R �J Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck--EZ Software Version 2.4 Release 2a Data filename:C:\Program Files\Check\COMcheck-EZ\Satum of the Adirondacks.cck Section 1: Project Information Project Name: Saturn of the Adirondacks Designer/Contractor: Townsend Architects Document Author: Michael Dobereiner,R.A. Section 2: General Information Building Location(for weather data): Albany,New York Climate Zone: 14a Heating Degree Days(base,65 degrees F): 6894 Cooling Degree Days(base 65 degrees F): 523 Activity Type(s) Floor Area Retail Sales,Wholesale Showroom 4036 Industrial Work,<20 ft Ceiling Height 11639 Project Description(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 [ ] I 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 gasketed. [ ] 8._ Vapor retarder installed. y Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Description Area R-Value R-Value U-Factor U-Factor Roof 1:Metal Roof with Thermal Blocks 15675 19.0 20.0 0.029 0.054 Exterior Wall 1:Metal Frame, 16"o.c. 14000 19.0 0.0 0.114 0.079 Window 1:Metal Frame,Double Pane with Low-E Clear,SHGC 0.87 1196 --- --- 0.250 0.547 Door 1:Solid 75 --- --- 0.200 0.127 Door 2:Glass,Clear,SHGC 0.54 446 --- --- 0.250 0.547 Door 3:Overhead 720 --- --- 0.200 0.127 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 3%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 2a. When a Registered Design Professional has stamped and signed this age,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such pla ci compliance with this Code. I0--�!gf.�Yl7 03 Principal Envelope Designer-Name re Date C . Permit Number Lighting and Power Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Data filename: C:\Program Files\Check\COMcheck-EZ\Saturn of the Adirondacks.cck Section 1: Project Information Project Name: Saturn of the Adirondacks Designer/Contractor: Townsend Architects Document Author: Michael Dobereiner,R.A. Section 2: General Information Building Use Description by: Activity Type Activity Tvne(s) Floor Area Retail Sales,Wholesale Showroom 4036 Industrial Work,<20 ft Ceiling Height 11639 Project Description(check one): New Construction _Addition _Alteration Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Bldg. Dept. Use [ ] Interior Lighting 1. Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/1) 32918 28135 YES 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 [ ] 3. Master switch at entry to hotel/motel guest room. [ ] 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/astronomical time switch on exterior lights. Exceptions: Areas requiring lighting during daylight hours [ ] 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 805.6.2. 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 2a. When a Registered Design Professional has stamped and signed this pa e,tmhey arefittesting that to the best of his/her knowledge,belief,and professional judgment,such plans or e ' i ns are in mpliance with this Code. T' l, 03 Principal Lighting Designer-Name Si Date Lighting Application Worksheet New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a, Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Area Category (ft2) (watts/ft2)_(B x C) Retail Sales,Wholesale Showroom 4036 2.1 8476 Industrial Work,<20 ft Ceiling Height 11639 2.1 24442 Total Allowed Watts= 32918 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description/ Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. D x E S20 2x4 deep cell parabolic/48"T8 32W/Electronic 3 43 96 4128 S26 4'alcove lighting/48"T8 32W/Electronic 2 4 64 256 S22 2x4 troffer/48"T8 32W/Electronic 3 2 96 192 S23 pendant bench light/48"T8 32W/Electronic 2 8 64 512 S24 8'pendant light/48"T8 32W/Electronic 4 14 128 1792 S25 4'pendant fixtures/48"T8 32W/Electronic 2 5, 64 320 S28 4'under counter/48"T8 32W/Electronic 1 I 32 32 S29 4'pendant fixture/48"T8 32W/Electronic 2 2 64 128 S1 pendant truss system/Metal Halide 100W/Electronic 8 1 800 800 S2 semi_recessed system/Metal Halide 70W/Electronic 6 1 420 420 S3 track system/Metal Halide 100W/Electronic 8 3 800 2400 S6. industrial light/Metal Halide 250W/Electronic 1 , . 6 250 1500 S7,S8 industrial light/Metal Halide 40OW[Electronic 1 24 400 9600 S9 exterior surface mount/Metal Halide 250W/Electronic 1 17 250 4250 S11 showroom pendant lights/Metal Halide 175W/Electronic 1 7 175 1225 S14 showroom pendant light/Metal Halide 50W/Electronic 1 2 50 100 S30 recessed downlight/Other/Electronic 1 16 30 480 Total Actual Watts= 28135 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= 32918 Total Actual Watts= 28135 Project Compliance= 4783 Lighting PASSES: Design 15%better than code Permit Number Mechanical Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.4 Release 2a Data filename: C:\Program Files\Check\COMcheck-EZ\Saturn of the Adirondacks.cck Section 1: Project Information Project Name: Saturn of the Adirondacks Designer/Contractor: Townsend Architects Document Author: Michael Dobereiner,R.A. Section 2: General Information Building Location(for weather data): Albany,New York Climate Zone: 14a Heating Degree Days(base 65 degrees F): 6894 Cooling Degree Days(base 65 degrees F): 523 Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List uqati �y System Type&Description 1 HVAC System 1: Heating: Central Furnace,Gas,Heating Capacity Unknown/Cooling:Packaged Terminal Unit,Capacity 15000 Btu/h,Air-Cooled Condenser/Single Zone 1 Water Heating 1: Service Water Heater Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency:' Packaged Terminal DX Unit: 9.3 EER [ ] 2. Newly purchased cooling equipment meets the cooling efficiency requirements Requirements Specific To:Water Heating 1 [ ] 1. Heat traps in inlet/outlet fittings [ ] 2. 1/2-in.insulation on 8 ft of inlet/outlet piping if no integral heat 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 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 [ ] 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 cfrn [ ] 8. Outside-air source for ventilation;system capable of reducing OSA to required minimum [ ] 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 181B tapes and mastics [ ] 11. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [ ] 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. Newly purchased service water heating equipment meets the efficiency requirements [ ] 15. Water heater temperature controls: 110 deg.F for,dwelling units or 90 deg.F for other occupancies [ ] 16. Stair and elevator shaft vents are equipped with motorized dampers [ ] 17. Exhaust air heat recovery included for systems 5,000 cfm or greater with more than 70%outside air fraction or specifically exempted [ ] 18. Kitchen hoods>5,000 cfin provided with 50%makeup air that is uncooled and heated to no more than 60 deg.F unless specifically exempted [ ] 19. Buildings with fume hood systems must have variable air volume hood design, exhaust heat recovery,or seprate makeup air supply meeting the following: a)75%make up air quantity,and/or b)within 27 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 2a. 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 co s Code. Principal Mechanical Designer-Name i e Date Mechanical Requirements Description New York State Energy Conservation Construction Code COMcheck--EZ Software Version 2.4 Release 2a Data filename: C:\Program Files\Check\COMcheck-EZ\Saturn of the Adirondacks.cck The following list provides more detailed description of the requirements in Section 4 of the Mechancal Compliance Certificate. Requirements Specific To:HVAC System 1 1. The specified heating and/or cooling equipment is covered by the New York State Energy Conservation Code and must meet the following minimum efficiency: Packaged Terminal DX Unit: 9.3 EER 2. The specified cooling 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. Requirements Specific To:Water Heating 1 1. Heat traps are required on noncirculating water heating systems on both inlet and outlet connections. Heat traps may be purchased or field-fabricated by creating a loop or inverted U-shaped arrangement on the inlet and outlet pipes. 2. Pipe insulation for the specified noncirculating service hot water system is required for all piping in the following categories:a)the first 8 ft of outlet piping from any constant-temperature,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>0.28 Btu•in/(h•ft2•°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 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 include attics,crawl spaces,unheated basements,and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of 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-determined 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. 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 New York State Energy Conservation Code. New service water heating equipment can be assumed to meet these requirements. 15. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 OF for dwelling units and 90 OF for other occupancies.Controls must limit output temperatures of lavatories in public facility restrooms to 110 OF. 16. 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. 17. Individual fan systems with a design supply air capacity of 5000 cfin 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 OF. -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. 18. 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 OF 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. 19. 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. N A EXISTING TRAFFIC SIGNAL ALL DISPLAY PADS TO BE STAMPED COLORED ASPHALT To 4" CRABAP LOW LEVEL SHRUBS AND FLOWERS (INCLUDING DUSTY MILLERS): "F JY-12 PA-6 E✓-18 (TYPICAL FAR + + + + TO BE REMOVED 4 MAIN 0/SPLAY PADS) PLANTING SCHEDULE + + j / ( �� �% / j u /, / /; PINE/ /� j - �' //� / !/ �/ o/ �+�' ; ' '��%'' + KEY SCIENTIFIC NAME COMMON NAME QUANTITY SIZE C OMMEN TS + r / YM'.� , PINE AR ACER RUBRUMRED MAPLE Ed EUON YMUS FORTUNE 1 i � , ,, / EMERALD AND GOLD 86 18 TO 24 S CONTAINER R— /,, ,/�//�; '' /� p � ; ��sTO e / /%�// / , ��i/.�i r/ JC JUNIPERUS CHINENSIS AMES AMES J UNIPER 21 " HT B / /.ge• '% / /, /� � /. ;� %��// / ,�: /%" /�/�� /, / ifs: � / ,, 5 &B �' FLAGPOLE-, + �`' /'/� '' i/' / �� '/, /, ' ' �/; %/ 4 �,W"0H JH JUNIPERUS HORIZONTALS BLUE RUG `� / �/, ice' ' / o: t 56 18 TO 24" S B&B / N PA PICEA ABIES MlDIFOMIS BIROS N ND FLOWER BED / /�: . ' ." %� ,t�' ,// A OUND FLAGPOLE �/ 'r ; ri/j/ / i / ''' ,';/ EST SPRUCE S B ROW 26 24 TO 30 B& REMAIN PN EVERGREENS NOR WAY & BLUE SPRUCE 20 5 TO 6 H T B&B TL LITTLELEAF LINDEN » TILIA CORDA TA 12 2 112 TO 3 C B&B Jx A —1 %% / i j�/ i, /l� % ''/ ' /' %, :/ ;':, /, / / % / j i,/i/; ',�' / ,s` i.; PP ICEA PUNGENS / / N P BLUE SPRUCE 5 8' TO 9' H T B&B �; , 0, // ' �4 MH x PLANTING FLOWER. ALL BEDS AND SPECIALTY LANDSCAPED AREAS AS NOTED //, TOPSOIL AND SEED ALL DISTURBED AREAS 4' ,/� / / / ; / ,. 'i �i/ '/ "/ ;/!' C = CALIPER HT HEIGHT — 9x s'; / ,/ / / / / �. /i j o I S — SPREAD B & B = BALLED & BURLAPPED LOCUST /' � O REMAINij/////; '�� o ; (n , / 4 )CUST j j /j / / ;0 W.A/H v / / / / /: OOW MH i MW A/H,,i / ��// i '/� �� / '/ "' 0' HT — {� �� PN 4 01 PN-11 400 EJ 4, LL LOCUST /; ji� j/%/ (T REMAIN 'i7117 Ad Kz ' �. 6T SPECIALTY / "�j// / ;/�; j ;"�, �/ '��' LOW LEVEL SHRUBS AND FLOWERS (INCLUDING DUSTY MILLERS, ''2 JH-5 LANDSCAPED I / i// '/ '%r� RED SYL VIAS, AND BLUE AGORATUMS WILL SKIRT THE 5 MAPLE / /, ; /, —4 / AREA /� TREES ALONG QUAKER ROAD, AND THE TWO MAPLE TREES DELI VERY i / %i/.�j % i///�i��;/� /;; i, ��/ /, ALONG LAFAYETTE NEAR 3NE QUAKER ROADILAFAYETTE -6 / `/ , MODULE OFFICE dt /,; / /// // / j/ ' / / CORNER. EACH SKIRTING AREA TO BE f 4' D/A W17H 20 SALES I FLOWERSIPLANTS MINIMUM IN EACH SKIRTING AREA. / Ed SERVICE & PARTS �j // + OOW AIIH/,� Q 40OW MH20 PROPOSED /. O O� SA TURN DEALERSHIP + + ,� , , CAR PR / �!// / �'i '/ /% '�r /'' Q Q PM— , /: PREP I 1�,527E SF / �4bow,u O + 2-40OW MH 40OW MH F.F = 332.2 400W MH 400W ' o 0 W 20' HT 0' HT 20 Hr ' H r / /� :� / , + + 0 �' �/ / _ 0 � ; � i / '/ 1,77 /ER ///X/ 30' / � ?A!UG i i� '/ i / f/d, V// 'mz ' '// / I PN "7 j / //" !/ i ' / 6 i G" i/10", 3if�s► �� OOW // / / •s PN-5 = Y 400 MH 400W MH 20' HT U 20'HT 20' HT to w J � o P a I P� O ��� '1 HC IN TENSI VEE o 0 0 o _ a v i \ Q DOCUMENTATION CC T IS A ��, — SINGLE FA MI L Y LICENSED PROFESSIONAL SFR— IALANDSCAPE,LIGHTING ��� ��f RESIDEN TIAL F m ENGINEER IS LEGAL. AND LAYOUT PLAN o�\�,v SATURN OF THE ADIRONDACKS W o � =� W 92 QUAKER Z 1 ZZ LLIQ KER ROAD 0 \ V) V � o �EOF NEW � w / w Iz o 5 5�A C.tivoR�¢ TOWN OF QUEENSBURv WARREN COUNTY' o \ GRAPHIC 2 7 W uj - " `�' STATE OF NEW YORK APHIC SCALE 0 0 0 Q > A W ENGINEERS 30 O 30 jj 6Q 120 5 1 F Z it D 0 0 w G x SURVEYORS s W 411 Union Street Schene ctady, N.Y. 12305 ( IN FEET ) 1 inch = 30 ft» 518-377-0315 Fox.518-377-0379 TN DRESS, P.E. DATE: SCALE: DWG. SHEET OF v ri 04 z N.Y.S. LICENSE NO. 61836 NOVEMBER 2002 1" 30' C6011 ANDSCAPE-3001 2 4 The application is hereby approved in accordance with the resolution If Mouric �_ . (( t` N=yt-O prepared by Staff and is subject to the following conditions: C Glen QUEEN �n !r` HAVILAND AC 1. The applicant's proposed parking lot lighting fixtures will be of the SAT type as shown in 1�•1 the provided cut sheets and will be shown as such on the applicant's final lighting plan. Adirolnd�k EXI`=,TING, / Pat oun ~+ Commumcy C The five (5)maple trees along Quaker Road and the two 2 maple trees on Lafayette near + _ 9 K Pond CONVEYED T 0 COUNTY 0 E W\R E�Jz�FF I `, QUAKER ROAD 2 the Quaker Road Lafayette comer will be skived with p L. ���� P. JH 51GNAL ( � ap th Red Sylvias,Dusty Millers and Blue MAP 114, PARCEL 1 Agoratums in a manner similar to that used at the Albany Central Avenue Saturn, as 1a" >:'St �Po 253.02' depicted in the provided pictures. i�� S 85.15'30" E � 'B ep� + - - - - -- - - - - - - SJL 323.64 3 6 �5 I f _. suasw >.; 4 _ �.� SIGNAL - - X -- x INv 3 0 L E X SIGN - - _ x F -X 3. The applicant will get a clarification from C.T. Male as to what stormwater fixtures we're _oSIU'I II Y ��M �; 30 - - 11M 1 3 1 i 2 talking about, but C.T. Male made a reference in it's February 13 2003 letter that GIJY _ ) S - o �- MH3"7 53 r-- L' � ``� �-- - - - ! -.- -- - � _ � _ � consideration should be given to providingan extra de sum ,three foot deep minimum,to ANr � � p� � � � '-� � � 6' � � � 0 � IfdV 314.44 � � 1� \ 1 I /� ` RISER > ; prevent rapid plugging of the outlet. Some protection should be provided for hi flows that ' "s ' �/3 % 3� � �� 3 �� 1 POST / / � i/ �� � '� / % � I NE/� � enter the proposed standpipero 1!• IPp + -i SIGN, //: x DI // 'i Dl "Ay /_, / 1", 9 1 P Ol_ i �/ %/i / 1 / ' ;" _ /' ' 5. The revised stormwater report will include an en ' eer's slam 331 �. .g !� p and signature. Ens I (NV 315.5U S�I�f 'i/ �^ } i/ ' _ SITE LOCATION Nrt' 1 A '/. ,/; i' � '' TF�32 .2 OF I A TAT, IN WIN,32 42 I i/, //: % / / �, / 9 ' I j EXIS71 G l EWR NCE TO L P F; I l BE OSED !i P / I I I - C of / / �, / INN BUILDING i 7J704) / /; .� "O"y .�. //,� � �, I I I > - i I X� / ' /;/ SEWER NO TE.• // �/// ii N�`'`.yr^�x��, .8�'""j�'./;'�' �,j�� . / � � I I I (,� I I 1 F TO T� %''/, //' i/ IMPROVEM T /�; i EN WITHIN THE EXISTING SANITARY SEWER EA ALL IMPROVEMENTS WITHIN THE EXISTING SANITARY -r I I SEW '�,r /�///�/ i/ice Q _' -- - __ .- - -- -- -- - / / / '� ' { _ EA SEMEN T ARE SUBJECT N IN T EN T TO EX / i,�/, /; ,; // ��� // ;/ �/ � N SEWER I CA VA TlO HE EV 4.. ;;i %! ;%; // ,, '/' ,' '/% / r // % / , /; %/� ,%� � !'; , ;/, /� LINE REQUIRES REPAIR. SEWER DEPAR TMEN T )CU '// LAND ROES TORA TION WILL BE TO GRADE WITH COMPACTED MAT E OWNER SHALL BE RESPONSIBLE FOR REPAIRIN I i (4VIA) . / / /• ; /, , / ' j//,'� %////%�, "i , G RES = � /// // '//, "// i;,� ,>> w INS o e o' o ' ;/,,,; /,; ! a ILA HOWARD >F 32a 7 •; ,, / sIw j i,� ;; , ; ' %�y s .8 ALL IMPROVEMENTS TO THEIR ORIGINAL CONDITION V-324.85 'j/�j%x ;%%�,'%; S PR I C t11A/ /, /, ! / , I EN N ANCE ' ; i/ /;/� t �i�' �'"r /i ;� R l /, i /'j/, ) '� % , I / I f � ; _ �s 842235 E 139.45 //; rE XMILd 329 ( /JCS' / �, F �7 %" ; / i�� /' /,. //%i 326 327 25 STORM 1 j - - �j j/ r% s %'� !r''/� / , ,i %J,/J �, �oouecE sir MANAGEMENT F A I,r1��� �:: / 5 I'' /�' i� FENCE WHAY 1 _ / A AREA ALL ONSI TE STORM SEWER STRUCTURES, 1 p f RES, PIPES, ENCROACHMENT AND DETENTION BASINS WILL BE PRIVA TEL Y OWNE LF1 //�� ,' � i/%i; i r MAINTAINED, REPAIRED, AND CLEANED AS sERvrcr rv�Kr ►G 7i ,% I i NECESSARY B Y THE O Y i / / OWNER. FREQUENT MONI TOR/N / i AND OR CLEANING MAY I ./ , , / / -F / BE WARRANTED DUE TO i_(lC )S /�ii' /�/ /� '/' l-' // //, /. /,� '// /i/ /, `ram %i i ' . . �, /; �. / i; / /� /� '/ rr �/ a SHALLOW PIPE SL P Ll ,77 ^ F )LE 'i '� ��� 0 331.1 BIC / / i%i, i/ /i / / %//, J YELLONI ✓'/'!��/; %;%/: .P,'/i �,j�E/�YjIC GYP � 50 R.O.W. Sr 90LF 18 ON -- - ASPHALT P A P K I N G j� - -- - -- ` 1 x VHB OVH �x/ NEc �4.Pna >F 332 % /� & SEWER i 1Voor SL L T -/. REMAIN Nr=.33 95 ROOF DRAIN E ADvVS7ED TO MA / / '� �/,, - LANDS N I I " % EXISTING WA TER & SEWER ARCH PLAN FOR ROOF ,, �, ' "� i/ / / BUILDING TO REMAIN - - /i %� i i /,!/ /i M� �� / A P H ��T i i / I OFFICE & I DRAIN LOCH navS i / / / 73 QUAKER R OA I� A SSO CI A TES r � � /, � / CONNECTIONS TO REMAIN C. ft I E HAY BALES Tt�i///' s I SALES i� � //� -/ /// ' LF FLARED D I T( )�; 'j S1=RWCE & PARTS P8% ' ' // ' / %/: , Pat /�a i FoorSt ML I , �,I- B13 DOWNSPOUT x 7F 332.2 DIRECT CONNECTarm ; I�VV=327.22 DOWNSPOUT INTO CB PROPOSED10, - �J - - l I SAI TURNi r CB FOR DOWNSPOUT // -j vsM , , =� DEALERShIP DIRECTCONNECT f//;'; zy V � r St DA TA. CAR PREPi/'�ii :i/ i %/ % ;/ L 1 6 527t SF DOWNSPOUT INTO CB ; / !� �/ / ASPHALT C�F'IVE MH ! F.1� = 332.5 �- ry v 4' ANEW c %: /!/ W ° ovHD ovHD OVHD ovHD 200-4" ovHO AREA = 251,312E SF = 7.t ACRES i } IRAN a // EXISTING 4 HIGH 5. 7 CHAIN LINK FENCE Q LOCH TO Z N/NG: HC /N TENS/VE / REMAIN l I A Q / /G j i i;/ / / / / A11 � ;� / / / // /.i .4� y /i j. i ; // / / J o /�// / Z REQUIRED PARKING.- PER PLANNING = 97 SPACES 2611 PROPOSED P C, PARKING: 97 SPACES PROPOSED ' EXIT/�N7RANCE "r TRUCK- �P /1 ' / / / /; ,(, /. �. �� L // - 17.5E �I � /; i r ENCROACHMENT / 5LF 2 t j i, ',// / / ��//i niV, St TE COVERAGE. EXIS TING � / / � i / � � , �,, /�� ;, ,, '' %�� /,/ ,,,/� PROPOSED �j; /ii /, , %�' ,/ , % % 27. CB16(5blA) �,� / , //, �'' BUILDING AREA: 44 = ; i , / i, / / i / if 3zao ,609.ESF 17.87 16 527fSF = clii; %�/%/��/i// ' / ;. / i 6. 6% /, ii / PA - i N CB15 325 5 EMEN T AREA: i > " f, T A I ,I<I I A i .// �i; 95, 797t SF 38. 1� 129,024 tSF = 51. ii//' ,' //j i //i%' / BL -5/L T INV(END SECTION 326 95 '3� N i //, i r, ` GREEN AREA = 1 / ,� / '/; /% i// ,, i , /,, % /i / / i 1v F,1c i ;/ , 325.4t E7fISDNG OUT 05, 76 U SF 42 1% Q EMT / i i, / /, / i i / � / / i / i, i, /• , ',% / / �: .-l/� / w �'E �ii, �, % / i� /; ,/ //, / /% /' /i i. i i/,// // i�; '� /,/,�, //; �,, , / // s' f ORIRCE a oU>LET TOTAL AREA: 251 - 1� 'i ,,, is % �: / i �, , '% / / i i ii; i / �' / ,/. i,�' ,312�SF 1007 c� TO BE (X SfD %/, �- i / / / s i, // ,/, i �/is/i,. //,/% ;'ice ///�//i�' /,"i '/ �'� %/:�,/ / X CO�Y7ROL i� ��/ i ' /�ij / /: ,/ / /�/i/ // 7i1 (PAVEMENT,;TO BE GR01MD/��/.I // Q CONSTRUCTED TO TI / // PROF"TY LINE) 6 , / /, .2 o E WA TER USE. 1000 GPD '� v'1 /� i '/'/ i/ i '// / "/ / AF °' �� �. ti of ,rar AAPP OVEE /� �. �' �_ IT �'T aDRIIIP:� �. q0 r �W ,A� vpr �C ' x f � 00 I ppliCBtion 329 L f MASONRY DUMPS7FR & / �� T IN V 324,164 N 3 2003 66 1 p Q 6:1 SLOPEI5LF 1 328 � \\ STORAGE ENCLOSURE 9 M Qo N J •05' APPLICANT/ OWNER UNDER CONTRACT: NORTHEAST AMERICAN REALTY, zon Administrator o 00.5x 327--••� 1'0 MA TCH BUILDING gyp' N I Z ~ STORM WA TER \ 016.0� " k�� 2�0' 5 Is �� ��'$� 1769 CENTRAL AVE AL Y, LLC p 9F QUEENSBURY � ! Z 5x10 MEDIUM �� G '`L 3 o RIP RAP �=U p �JP 5 6 39� TAX MAP ALBANY, NEW YORK 12205 MANAGEMENT AREA _ _, #: 302.07-1-14 NORMAL WA7ER o � 1 ;� � x o GRASS BASIN � � ` NV(ou.50 T)32 G P � /�✓�`� Et�VEY POND \ \ \ N r�I I ` IC) C w /NV--327 5 '" 3 .3t(1978) N N M \ Q ALTERATION OF THIS GRADING UTILITY ILITY & STORMWATE �(�° to N r• � N DOCUMENT EXCEPT BY A '328 i�325.9 SAS ° HC IN TENSI VE- LICENSED PROFESSIONAL POLLUTION W 329 - - •� - a a a a Q ENGINEER IS ILLEGAL. PREVENTION N PLAN o / 41.93 x x x x X FENCE DOUBLE SILT IN-326.0/N �e , SFR- IA - SINGLE FAIVIL Y SATURN OF THE ADIRONDACKS Cr , ; BALES W/HAY /NV=32s o �JFF :. J REST DEN TlA L z I Z - - - -- -- - -- - - - - -- - - -- - -- - - 2 of 92 QUAKER ROAD 1 N 6,3108 00 W -329 f 1•rL`l / W z ��PZE HEW kG TOWN OF QUEENSBURY WARREN COUNTY 20.47 - ��' rye z z c.'�yo�� / r GRAPHIC SCALE w e r-� ) 1i 1 z IRFI w w 5 1 h O o J 2 * STATE OF NEW YORK -' -- N 6145'50" W r s w ' " ENGINEERS 30 0 15 30 60 22.71 'h° ' 120 = z z I I Im . _ f °h��° Z I ,� ® SURVEYORS 'Oq 411 Union Street Schenectady , N.Y. 12305 ( IN FEET ) OSS�A�h�- 518-377-0315 Fax.518-377-0379 1 inch = 30 ft. -- THOMAS C. ANDRESS, P.E. DATE: SCALE: DWG. ui r cv z N.Y.S. LICENSE NO. 61836 NOVEMBER 2002 1" s 30' C401GRADE_3001 JSH7ET a ,?Ecoc,4 TG- tTA I IC ROAD -0N SITE PER CONVEYEDL T099, P T580F WARRESIGN L N 2°06 '50" E QUAKER SIGNAL LANDSCAPING PLAN MAP 114, PARCEL 1 83. 43' S 85*15 '30" E _ 253. 02' _ CB r - - - - - - - - - _ - - 4" CRABAPPLE 326.85 INV 322.33 SIGNAL LE �- P M 13 1/2 oSIGNAL POLE PP AdM 1:3 - - _ _ GUY MH327.53 GUY _ l 1- - /� '� �� - - - - _ - 4 - - I I x / F" ) ANCHO %� &V 314.44 ANC o ' � � 6" S � ' l -) �- MAPLE i � SIGN POST 1 I I PPS M RISER \ MAPLE S4 MAPLE S\ PWE j' TREES TO BE 2 �� _ A /\ \ I _ � I � � PLANTER ,\ \ �� REMOVED - SIGNAL r3 PLA N I _ \ I I I POLE ' S p 1 --� - - - II I ^INV3315.50 3 I SIG S_ \ N ES WER EASEMENS ►507 'ONfi S_ET_BA � - - 3 PINE 0 (�� -�L �0(�.L I I OS 332�5 - - - - \ \ I I IQ) - - - - - - - - - - - - - - - - - - - - - -- -- - I I RAI pp rQ � TRACK `° `• \ I � � I I 75�FRONT SE _ - 1 I I 1 \ 6" \L¢ / 6" CRABAPPLE "Of NA�AENTAL / RA APPL i I I I I / � LP S-� � PLANTER ' I / / LP C,p� �7 6 ORNENTA� �I CO r / I � � s�oe�REr�� P P LP ��' �'FT S � I/ ��� I EXISTING BUILDING 1 I wAL i I I A CONCRETE SIDEWALK ° I ( I ) )RrIAMENTALs 4" CRABAPPLE G� PLANTER 76.9'f F-0 - - - - - - - - - - - - - - - - -- - - - --L- ' � � "^1 rn TREES TO I ( P o��u s T�i REMAIN > I I 4' DIA. YEW ° - - - - - (t / �' 1 I 1 O \ 4.. LANDS N \F 1 � I \ (!) PINE ROW 1 ILA HOWARD z � ��� J TO REMAIN .. . `w C ' I I 6�t.8� _ - - L. 689 PC. 12 I I m I i S 85��5 3 -E - S 8,rJ9-,0,0„ E I I 1 STORY MASONARY , 0 63. 00� 76. 46 m �- � I I BUILDING I A GATE / > GATE \ j I f I ( LP POST POST I I r•• 1-. I I I � � • I I I ( MET LUPLATE I I I CB / I I 329.80 \ I I � BUILDING AREA = 44,609 S.F. I S ALT PARKING ARFA- - ) S 181'f I I I (REMO VE) i I / ENCROACHMENT /I LP I I \ I I 1n o I I I i / �o ti� �F ��I LIP I I - - 337 BO�ARyS I I � I P LE ;� w •I CONC \ ( REMOVE & RELOCATE LP i GRAVEL AREA YELLOW ~ \ I 50 R.O.W. /S LIN / u r •I PAD J I I CONCRETE I I z .' . ' ASPHALT PARKING I � / � � _ I `��, EL EC. TRANS � - ` - - - - - -- - - -- - - - - - - - - - - - - I �72.4�f - - - - -- - -- - - - - - - - � I , LANDS N \F \ w F- SEE ARCHITECTURAL PLANS FOR / INV I 8.1 t I FINAL DEMOLITION OF THIS WALL I I 181 MP I ! N � ► wA, LINE I I ONC ETE ��-- �K I I 73 QUAKER ROAD ASSOCIATES _ _ ASPHALT DRIVE o\ II �' // TO i 1 STORY I EPS - - cLP I I REMOVE LINE ; i METAL BUILDING (TO REMAIN) i 1 CB v 3 S I I H \ 327186 P ClG'Ay�A wv \ w " Z I I I ASPHALT PARKING AREA O e'tiF,F / 329.6 Q �_ I I I o � ASPHALT DRIVE MH cn EWER LN�IE a o I I ! _ N TF=A0.21, _ y o 1 - - - - - -- - - - - Z INV 316.46 \ w - - - - ON - / � ' �%I O \ \ \ Z / I V LP I ` I NC ON 1 o w w \ % \ Q / - - - - - - - - - - - w ? z I \ EXIS77NG STORM, SE R z \ IVnIC-flnAlki w So SPACES 9UIL IN VE H N - _ , Z TO BE REMOVED J CB CB 330.16 330.24zQ 30 Q r l �� INV :i26.41 I \ LP -INV 326.56 20 ;PAGES' u \ 17.5'15" MP C C CMp CBCBS 30 04ENCROACHMENT L T 330.23 I / IN 325.71 DISCONNECT STORM INV 3�5.910 \ / SEWER PER DESIGN ECT A VAL VE \1 r'0 / x 3 PER C/TY\REQ REMENTS o ON. WELL ASPHALT PARKING AREA NOTE. ALL ONSITE PAVEMENT o / CURBING do SIDEWALK, LIGHT � // m / N, POSTS, CONCRETE' STEPS, I / N I AND STOOPS TO BE REMOVED / w ;PAC I W \ I J Ul / Q Q� `,' 1 SPACE I , o Q I M r n / q M 1n \ v� N � INV 324.16f LP m -330- - - \\ J�� , ,05 ' N S 7 S CSSS Q •84 o o \ QR� 5 6 g• 5 _ ( Lly- L-Lf) Lin HC - IN TENS/VE N I � ° 1 11 N 57 59 00 W ����' ��� �b �. SFR- IA -- SINGLE FA MIL Y coCm 0 �' RESIDEN TlA L �j N 6 __0�J 1 N `� �'2 '�O " 2O. T 7' - - - - -3Z9 4�� �"• \ \ < DOCUMENTALTERATION OF EXCEPT IS A W - -��/ LICENSED PROFESSIONAL DEMOLITION CONDITIONS I O. 3 h `� Q Q ENGINEER IS ILLEGAL. SA TURN R N 0 F THE GuY 61 °45'So" w m ADIRONDACKS X N , � N � 0, 2, 71 QUAKER ROAD W 22 37 30 (r� ' Pe GUY WIRE CHAIN LINK F. °p✓ �p ��E OF A.*, ¢ 12. 4 7 °, �,\ „ ENCC 6• F C.4hL W 3 S 5.� 01 0 w , Z N 6710 0 - ZONE A -2 z ' " �5• 00�9� ° m Z `�` A 1��. *i TOWN OF OUEENSBURT STATE OF NEW Y WARREN COUNTY 0 0 0I 1 1 S A ORK 8. 7 I Z�/V� /�/ GRAPHIC SCALE N '� 2 ���� �� HO VE Y POND ENGINEERS W W Wo.. ,eq M O ff � p � A J4 , ' ill 30 0 15 30 60 120 � � � � µ `°`��:c�� � ; D IZ/ ' ° SL 4 LANDS N F ` o n� I SURVEYORS N 70 1150 W N 75 .38 30 W LA \ 0 Q �, `� W 411 Union Street Schenectady, N.Y. 12305 MH 7 22. 59 ' 29. 98 N 7400750 W ° W of QUEENSBURY ( IN FEET ) 518-377-0315 Fax.518 y377-0379 330 s S 85 3 TO WN 1 inch = 30 rt. INV 317. 3 24. 99 . 6 N Z THOIJAs C. ANDREss. P.E. DATE: SCALE: DWG. SHEET OF N.Y-S. LICENSE NO. 61836 NOVEMBER 2002 1 = 30 C301EXtSTING_3001 3 4 STORM SEWER GENERAL NOTES,• ALL STORM SEWER LINES SHALL BE HDPE N-12 WITH INTEGRAL GASKETED BELL & SPIGOT (SILT TIGHT). SUMP PUMPS AND/OR FOOTING DRAINS SHALL BE CONNECTED TO GENERAL: PROPOSED CATCH BASINS. THE ENGINEER SHALL BE NOTIFIED IN WRI77NG OF ANY CONDITIONS PRUNE OUT RETAIN THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S HIRE THROUGH NMURk►M ar THE vRm TOcr TREE� �SIRAIbS/12 W7C UP W 4'CAL WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED r F • C 2 SWAM no WN FOR r-W GAL BIER Nox MCRIN awo SANITARY SEWER -EX/SnNG LATERAL TO BE UTILIZED APPROVAL OF THE ENGINEER. STORM SEWER. SANITARY '' po vm-ww w am FINISHED oA /F ANY WORK ON THE SEWER /S DONE, NO SLOPE ON BOUNDARY OF ADJACENT PROPERTY SHALL EXCEED 3 GRADE SEWER OR WATER MAIN VARIES s" THE CONTRACTOR /S DIRECTED TO COMPLY WITH QUEENSBURY HORIZONTAL TO 1 VERTICAL. STARS eETSEEN 1/3 t 2/3 SEWER DISTRICT (SCSD) STANDARD SPEC/F/CATONS WHEN C AVATED MATERIAL TOOLED JOINT AGROUNDMI <! ,IA I.OF� �-���ro� INSTALLING THE SANITARY SEWER LATERALS, SANITARY SEWER /T IS THE CONTRACTORS RESPONSIBILITY TO EXAMINE ALL PLAN ANDSCAPED AREAS 1" DEEP mew HOSE COLLECTOR, AND MODIFYING EXISTING SANITARY SEWER SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL R.O.B. GRAVEL IN � GPOUNKM 5' EMENT AREAS I/ I ,•-,-�„IM AS A FAC/L/T7ES. THE QUEENSBURY SEWER DISTRICT AND THE ENGINEER OTHER CONTRACTOR'S ON THE SITE: NOTE 6" 3000 PSI r-r sAoale Hr. VARIABLE ) ING ANY CONCRETE =� �� , • p 4-� WORK ON SANITARY SEWER FACILInES (EXISTING EAR714 IMXXI ARE TO BE NOTIFIED 48 HOURS PRIOR TO RORKPROPOSED) THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL --'=r=�'�••' 6" REVEAL MIN. OTECT BANKS p' p• IN NO CASE WILL SUMP PUMPS, ROOF DRAINS OR FOOTING DRAINS BE OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING 1'-3" VM COLLAPSE `l ALTERNATE STAKE LOCA11piS PLANING 901L-s DAMS TOP50l 6'x6" W.W.F. r M.L _ !1 PART PEAT MosS6 BY r.000 Cw MutcN ALLOWED TO BE CONNECTED INTO THE SANITARY LINE. THE PERFORMANCE OF THIS CONTRACT. SELECT EXC V, Eo -�= REMOVE BU LAP FROM TOP 1/2 A PERMIT IS REQUIRED PRIOR TO IAL, THOROUGHLY PARKING FEE t►D ovE7 s1 PAVEMENT 'r °A` .moo aa11w,v,,,RINSTALLA77ON OF NY SANITARY SEWER APPURTENANCES THE CONTRACTOR SHALL RESTORE LAWNS. DRIVEWAYS, CULVERTS, CTED (1'-6") (NO 1s- PEAT tasx vARISSIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR rRw sum sA: REMOVED TO AT LEAST AS GOOD A CONDITION AS BEFORE BEING S OVER 2") 6" R.0.6. Tav���aALL10" MIN. UNDERCUT NO TREE PLANTING DETAIL FILL NOTES: DISTURBED AS DETERMINED BY THE ENGINEER. ANY DAMAGED TREES, SAND OR FOR STORM OR WATER: EVERGREEN TREE PLANTING DETAIL FILL SHALL BE CLEAN SAND/GRAVEL/SUITABLE MATERIALS SHRUBS AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S SCREENED SAND OR SCREENED GRAVEL INTEGRAL SIDEWALK & CURB DETAIL NO SCALE NO SALE COPACT TO 957410DIFIED PROCTOR EXPENSE GRAVEL FOR SANITARY SEWER: REMOVE ALL TOPSOIL & ORGANIC MATERIALS CRUSHED STONE MIX OF NO SCALE #1 do 02 WITH FILTER FABRIC CONFORM TO THE SOILS REPORT THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS.F WHICH MAY SUPERCEDE THESE SPECS CONTRACTOR TO TOPSOIL & SEED ALL DISTURBED AREAS. TYPICAL TRENCH SECTION FOR THE CONTRACTOR WILL PROTECT EXISTING PROPERTY LINE MONUMENTA77ON. ANY MONUMENTATION DISTURBED OR DESTROYED, AS SANITARY SEWER. STORM SEWER & WATER JUDGED BY THE ENGINEER OR OWNER SHALL BE REPLACED AT THE NO SCALE TOP COURSE 1" CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK THE CONTRACTOR IS REQUIRED TO BINDER COURSE 2 t/2" STATE LICENSED LAND SURVEYOR. NOTE: BASE COURSE 9" CONFORM TO THE AMERICANS WITH DEBRIS, FROZEN MATERIAL, LARGE CLODS OR STONES, DISABILITIES ACT (ADA) DETAILS, NOTE: CONTRACTOR TO GRADE ALL AREAS ON THE SITE TO PROVIDE SPECIFICATIONS. AND STANDARDS THE SURFACE OF ALL SIDEWALK CURB RAMPS POSITIVE DRAINAGE. ORGANIC MATTER OR OTHER UNSTABLE MATERIALS WHICH MAY SUPERCEDE THE ,, SHALL NOT BE USED FOR BACKFILL. NYZWr acids r*f 7 DETAILS SHOWN. ,I SHALL BE STABLE, FIRM AND SLIP RESISTANT (E.G., A COURSE BROOM FINISH ACROSS THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD NYSDOT 403.13 TYPE 3 CURB DIRECTION OF TRAVEL) • LAYOUT.THE CONTRACTOR SHALL TAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED UP AS-BULL T PLANS FOR ALL B UTILITIES SHOWING TIES TO CONNECTIONS, BENDS,VALVES LENGTHS OF LINES AND INVERTS AS-BUILT PLANS SHALL BE REVIEWED BY THE OWNER AND HIS REPRESENTATIVES AND THE CONTRACTOR SHALL COMPACTED SUBGRADE PROVIDE ANY CORRECTION OR ADMISSIONS TO THE SA77SFACT/ON OF - - ��` THE OWNER AND HIS REPRESENTATIVES BEFORE UTILITIES WILL BE BASE COURSE NYSDOT 304.03 TYPE 2 (CRUSHER RUN) ACCEPTED. ABRIC MIRAF1 50OX (AOBE) t THE CONTRACTOR SHALL PROVIDE TEMPORARY SAFETY FENCING P �'� AROUND ALL EXCAVATIONS. HEAVY DUTY MANHOLE COVER GRATE WITH FABRIC �GSS, �h 4A I�FRAME 5 COVER UNTIL GRASS IS ESTABLISHED ASPHALT CONCRETE PAVEMENT DETAIL (GRATE COVER II 1184 ECONOMY GRANITE - (NON MOUNTABLE) NO SCALE wqc THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE GRADE ADJUSTMENT AS NEEDED 12'MIN) ALL JOINTS BETWEEN GRANITE SECTIONS '� WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ALL PUSH AND RECEIVING PITS SHALL BE BARRICADED AND PROTECTED IN TRAFFIC LOAD CONC, RING FACE of CURB 5" TO BE GROUTED Li ACCORDANCE WITH MUTCD. PROTECTION SHALL BE PROVIDED FOR FIAT SLAB TOP �ORIGINAL GROUND SEED AND NULCH 1y2"~ VEHICULAR AND PEDESTRIAN TRAFFIC. FINISHED GRADE SIDEWALK CURB RAMP 1 6' MIN. FISOLATION FILLER(CAULK IF PEEL OFF STRIP USED) NO SCALE 7HE PLANS SHOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE _ 18' NAx. GROUND STRUCTURES AND/OR UTILITIES BELIEVED TO EXIST 1N THE [WHERE SIDEWALK IS WORKING AREA, EXACT LOCATION OF WHICH MAY VARY FROM THE SIDEWALK SHOWN ON PLANS LOCATIONS INDICATED. 1N PARTICULAR, THE CONTRACTOR IS WARNED ' 20_0" THAT THE EXACT OR EVEN APPROXIMATE LOCATION OF SUCH P/PE 0 O 0°0 0 0 0 4" PAINTED PARKING 0 O 0 4' SECTION SPACE MARKING LINES, SUBSURFACE STRUCTURES AND/OR U77L/n£S /N THE AREA MAY BE T j :K & 2' SECTION PAVEMENT 6" °°°o °o o° (GOOK WHITE) Il 4 O O 0 0 � 0 0 0 ° °° GRAVEL AND DIFFERENT FROM THAT SHOWN OR MAY NOT BE SHOWN, AND 1T SHALL BE 1 0 0 00 0 ° CRUSHED STONE HIS RESPONSIBILITY TO PROCEED WITH GREAT CARE /N EXECUTING ANY co TOP COURSE ° ° o°°°° COLOR BLUE FOR WORK. 48 HOURS BEFORE YOU DIG, DRILL, OR BLAST, CALL irlj' a 0 00 HANDICAP SPACES HIGHWAY C11R8 U.F.P.O. 1-800-962-7962 TOLL FREE. 0 O 0 p O 6�-G" - MIN. FOR HANDICAP a: BINDER COURSE s- PAVEMENT FLUSH SIDEWALK EDGE OF COMPACT. CLEAN 3/4' .-;;:• . „�.- . t ,•-: CONTINUOUS CONCRETE BACKING NO PARKING SIGN SIDEWALK ALL TRENCH EXCAVATION AND ANY REQUIRED SHEEnNG AND SHORING TO t 1/2 WASHED STONE - i-_;,,•, Y;:+;r -,:�� 1:3:6 MIX FOR 609.02 FLUSH, SMOOTH SHALL BE DONE IN ACCORDANCE WITH THE LATEST REVISIONS OF NEW FREE FINES 1.tom.�.:i .�..i.. ti:,..'• .� 12' a'a•p. TRANSITION YORK STATE INDUSTRIAL CODE RULE 23 AND OSHA REGULATIONS FOR - =-. _ -- .. • - HANDICAP , 4- cONsrRucnoN• PANT HAN � / / FT. W yA g g 1 CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATER/NG AND THE f'ILER FABRIC p� X 4g SUBBASE 1 3" SYMBOL ,a:; a :, s, o - _ • .t. -. EN I 8'-0' 1 FI TER BR '.--: j�', r' aA ME LFAN IC '° a MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF THE COMPLETELY FABRIC LAID DOWN 12 •:t-'E SING CONTINUOUS DRY MIX e'-0' - WORK. TO PROTECT DRYVELL MIN. FOR HANOICAF HC SIGN DR YWELL DETAIL BOTTOM FROM SILTATION -SECTION A-A MAINTAIN FLOW FOR ALL EXISTING UTILITIES BY FORT MILLER OR APPROVED EQUAL BLUE NO SCALE ALL NEW MANHOLES AND VALVE BOXES CONSTRUCTED WITHIN PAVED ECONOMY GRANITE CURB DETAIL- AREAS SHALL HAVE 774E TOPS SET FLUSH WI7H THE EXISTING NO SCALE NO SCALE PAVEMENT GRADE. IN LANDSCAPED AREAS, ALL FRAMES SHALL BE COVER ALL GRATES VITH FILTER FABRIC WHITE 0.1' ABOVE GRADE. UNTIL SITE HAS STABILIZED NOTE: 10' SPACING FOR REGURLAR SPACES FFULLLCURB REVEAL RAMP 1:12 'MAX. 8'-0' MIN. RAMP 1:12 'MAX. FULL REVEAL.VAR. CURB HT. FLUSH VAR. CURB HT. PAVEMENT BEFORE CONSTRUCTING LINES TO CONNECT TO EXISTING UTILITIES, SIDEWALK SURFACE VERIFY EXISTING UTILITY INVERTS AND NOTIFY ENGINEER IF ANY PAINT STRIPING DETAIL & HANDICAP MARKING CURB CURB VARIATION FROM THE PLANS IS REQUIRED. _ NOT TO SCALE EXPLORATORY EXCAVATIONS SHALL BE PERFORMED AS NEEDED BY THE TF=3 CONTRACTOR TO VERIFY EX/STING CONDITIONS PRIOR TO WORK /N TF=329.5 1'-6" MIN. STONE CONGESTED UTILITY AREAS. SLOPE PROTECTION SECTION B—B COORDINATE LOCATION OF UTILITY CONNECTIONS WITH THE 5' MIN. U.N.O. NO SCALE ARCHITECTURAL PLANS. THE CONTRACT LIMIT LINE FOR UTILITIES IS 5' OFF THE MEDIUM STONE FILL N BUILDING LINE. INV=327.5 DETENTION BASIN HOPE INLETA CULVERT AN WIDTH VARIES - SEE PLS NV MIN. SLOPE EQUAL TO PARKING 7H£ CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING EXISTING q� PAYE OR 717PSC:Alp SEED AS CULVERT INVERT SLOPE CATCH tA$IN FRgME�AN`p RATE COVER ORATE M,ON PLAN.S�� TO K PUBLIC HIGHWAYS AND ADJACENT LANDS FREE FROM DEBRIS, SOIL, AND OTHER ���� �'�� NV=325.9 ANCHOR DRAINAGE �, STYLE �' AS MAN F�CTURED Y CAF�, pnpVpE pO�,YE 12'x1a" FOUNDRY CO. PATTERN NO. 28168 UNa AREA Is W a1ATE �„,� MATTER WHICH MAY ACCUMULATE DUE TO CONSTRUCTION RELATED FILTER FABRIC STABa�D OR PAVED ---------- OUTLET PIPE REauam TO PRE101T EROSION TO THE SITE ------ _ _ ---`------INV= 0 _ 12" HOPE FLOW,� • INTO sAs� 12" MIN - -- ---- INV-325.9 ° 4" �$o —rPERIMETER OF MNE CEMENT►uET ARouo Jr MIN CGNCRM RO:COURSE SONOTUBE TO BE STRIPPED ° BE MATERIAL, �\ s ,'` i:, ,-n/32" OR GRADE arcs PAVED Anus 1'-6"'MIN. RIP RAP 1 AND CONCRETE TO BE RUBBED NON-TILT, END SECTION I �'/a• I NOTSONOT BEOOTES WISH. DOWNWARD STYLE \_6" PERFORATED COIL HOPE ON 6" BEDDING N TO A R.O.B. GROUND WITH SOCK UNDERDRAIN -D-Pm_SrfLE aQ U PRECAST CCINCREIE CATCH BASH CUT-OFF FIXTURE TYPICAL CULVERT OUTFALL RIP RAP DETAIL GREEN � �- TO BE VISABLE OUTLET CONTROL STRUCTURE DETAIL BY MUD EQUAL (TYPICAL) L EDE L NO SCALE APPROVED GRANULAR 400 W MH SETON POST & HANDICAP SIGN DETAIL COMPACTED MATERIAL CTANDARD TO 1001< ID AS 51OM1 NO SCALE NO SCALE MAXIMUM DENSC OR ON PLAN M (AIN OM) 12'M01 ri W ENGINEER ALL AROUND 17' R T�{cele)-s2S.o PPRaPEX450 i1LRFABRIC OR 04 planW(CBi)-328.7 EQUAL INSTALLED ON TRENCH , GRATE EIOTTOM sm nEl"TO ce FACE OF CURB 20 0 1 WALLAS REa�Jr THE EMOM OR EDGE OF MAX L SUMP WINGEDGE a 70"OPEN —" 3' BLDG. 20' HT v It' NFL COpACTED LEVEL rFL20AT TO 0"LOADING SAID OR GRAVEL a,nASE MAX ECCENTRIC HOLE r MN. "STURM Iv (T170 PIPE EARTH nocx I I GRADE GRADE o Flow OABRIc I I 3' CONIC BASE T " 2'-6" SQUARE PRECAST REINFORCED i i POLE MOUNTED BUILDING MOUNTED a ELEVATION VIEW ELEVATION VIEW to .ILA L----J ��; •; 5 DIA. CONCRETE"CATCH BASIN ' I ALL CBS TO BE 2 6 SQUARE UNLESS NOTED POLE BASE TEE AM PIPENTH STAAPVEo LIGHTING DETAIL o To SWAMTRAPS NTH IINTO Ss NO SCALE 4" VERncAI S1RArs I.A(IGED wTo WALL o FACEte- RISER PS'E N V-6' SOUME FOR 4' OR 5' DIA CB USE FLAT TOP WIRE OR NYLON BOUND s H2O LOADING 30" HOLE OPENING o 0 0 0 BALES PLACED ON THE SILT STOP FENCE 1 ,,, CONTOUR ATTACH TO STAKE PER ECCENTRIC CAMPBELL 1187D GRATE & M o o � MANUFACTURERS °-(Gala)AND)HOLE FRAME ) o ALTERATION OF THIS o ANGLE FIRST STAKE a• ~ 2"x2" MIN. RECOMMENDATIONS N�OF liEE � MIN Q _ PROVIDE MQQD,� �, DOCUMENT EXCEPT BY A CONSTRUCTION DETAILS HOLE AT MV OF PIPE ( 2-t2 ICE ENGINEER IS ILLEGAL. o r FLOATAeIE FILL LICENSED PROFESSIONAL M TOWARD PREVIOUSLY -ter WOODEN STAKE Leta-E)IISTNC/a"CMP �._ HOOD To EXTEND BELOW _j LAID BALE 10' O.C. MAX ce1-1� �PROVIDEEH m CONTAIN INVERT OF OUTLET ar 4- w ML m m >- w r+,....,a' F�o� 3't-1► INVERT TO EXTEND T�°:= 3*�1N� SATU RN OF THE ADI RON DACKS .�a �I,P MIN. O LAP FABRIC 6' MIN. QUAKER ROAD 0) r° �W do FOLD AT JOINTS NOTE: OUnET STRUC7=S En m _..+ — — HAVE MpS'�RaM Z �E of NEW y LJ TOWN OF QUEENSBURY WARREN COUNTY z s — /j c61a-1axlela TEE 1 INVERTS. zo S �\6" TOE IN MIN. FOR cBt-12x12a1Y TEE \ N o Z A� z 18" SILT STOP FENCE CAPPED STEP LOCATION �__� w v w 0 z I Ip1 ' 1 STATE OF NEW YORK w 2 REBARS, STEEL PICKETS, FABRIC R1TH HOLE � � � � •� �- OR 2"x2" STAKES 1.5' TO / J O J N d. _ 2 IN GROUND Q < W - ENGINEERS Q tJ f C� -i.,, d' C1J MHAY BALE DIKE DETAIL SILT FENCE DETAIL CATCH BASIN #12B DETAIL w 0 zcM ' � ' SURVEYORS NTS NOT TO SCALE NO SCALE ���' 61 .' �,��' 411 Union Street Schenectady, N.Y. 12305 OUTLET CONTROL STRUCTURE `'�.. S$ 518-377-0315 Fax.518-377-0379 NO SCALE THOMAS C. ANDRESS. P.E. DATE: SCALE: DWG. SHEET OF Tod N.Y.S. LICENSE NO. 61836 DECEMBER 2002 AS SHOWN C901DETAIL-3001 4' 4 0.T_ 0.= '0. 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 1.4 3.2 0.3 •0.0 .0 0.7 2.9 MB 1.5 -1.3 -1.4 0 -1.6 1 2.0 .2.5 .2.4 7 0.4 .0 1 B!� 9.7 9.8 .6 7. 7.3 .5 8. 7.1 7.3 B. 7.1 .6 7. 9.9 0.2 7.6 .9 3.8 1 / 11. 9.5 9.4 2.1 �0.3 0.1 2.6 9.9 1 0 1 4.3 1 0.8 8.5 7.5 9.2 1 0.3 1 0.9 1 0.2 9.5 8.4 7.0 8.0 9.7 3 1 2.7 �9.2 '8.7 *9.8 "1 0.5 1 3.6 "1 6.4 "1 4.1 10.4 '9.2 *8.8 �7.2 5.4 '8.1 - 8.4 0.9 0.3 0.0 0.3 2.5 1 8 9 0.1 0.3 2.1 10. 11.2 6.7 .0 8. 9.6 1 0.7 13 6 1 3.7 A0 5 9.2Al *7.0 4.0 '6.2 7.1 8.7 0.8 .2 1 0.1 1 .0.2 2. 9.9 1 3.7 6.5 0' .3 7. 8.7 1 .7 1 4 5 3. 1 .4 1 0 5 8.5 4 6.7 3.8 7.5 8.4 .7 0.31.1 1 •0.0 1 0.1 0 8.2 4.5 7.0 �6.8 9.3 1 1.2 1 5.0 A 9.1 1 4.8 11.2 8.7 6.4 6.3 3.1 5.5 �- 7 0.4 1 NORTH to 0.1 *0.1 '1.9 6.9 7.5 '4.1 5.0 '5.3 7.2 9.7 13.8 A7.3 13.4 *9.2 6.9 5.4 "6.1 3.1 5.0 5.9 .2 0.4 0. 1 '0.2 *5.2 7.6 7.8 *4.1 5 7. .7 9 7 1 2 9 9.3 1 .2 10.0 .2 '7 6 7. .8 7.1 8.1 .8 0.2 1.0 0.3 '0.5 0 6.2 5.6 2.8 5 6 7. .4 9 8 14 3. 1 .6 1 0 .8 7 6 8. 0 .5 5.0 �- .0 0.4 .0 0.8 '1.3 '6. 6.1 '2.5 4.8 '5.7 8.2 9.0 12.9 A 5.6 A 1.7 9.0 5.9 7.1 6.2 3.4 4.7 5.8 .5 0.5 .0 1.21 -2. 4.9 "2.7 2.2 2.3 3.5 '4.6 6.7 '7.5 '6.7 5.6 3.9 2.9 2.6 3.4 6.8 '8.1 9.9 0.2 .1 1.7 6� '6.3 7.2 �3.8 *2.4 2. 2.2 .7 3. 5. 6.9 .8 6.8 5.1 .0 6.2 �- 2 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 •O J1.8 5.4 7.1 5.3 3.6 .7 3.6 3.1 4.0 8. 11. 5.4 12.6 8.7 8.2 8.5 7.8 6.1 6.3 A 0.6 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.1 •0.0 Of .3 0.8 1.8 '3.4 '6.1 9.2 1 2.4 9.4 5.2 4.6 1 0.0 1 4 5 1 4.4 9.7 .2 7.5 7.0 .2 0.5 0.4 0.4 0.4 0.6 0.8 1.0 0.6 0.7 •0.0 •0. 0.4 1.4 2.9 8. 11. 9.8 .0 3 8.6 12. 7.8 11.9 9.1 7.0 4 7.1 $- 8 1.5 1.1 1.2 '1.0 A.0 2.0 4.6 0.1 •0. 0.1 I 7®6 �/ 0.11 .0.5 '1.9 '3.7 1 0.9 A 5. 20.4 I 9.7 5.0 A 2.0 '8.3 6.5 7.6 '7.0 6.5 '2.2 .9 C55..64.1 A.8 A.3 "1.9 '4.4 '5.0 '6.2 '0.2 •0. O z 0.1 1.3EJ '6.9 A 0. 1 4.1 A 1.6 5.7 .0 3.2 4.1 .7 8.6 5.5 5.9 ' .1 5.0 2.0 0.® 3.9 2.0 1.4 1.9 4.5 5.9 0.2 •0.p W � ® / 0.1 1. 7.3 7.9 6.4 5.5 4.7 2.5 .8 A.6 2.9 -47 7.7 5.8 4.5 2.2 1.3 2.0 3.7 3.9 •0.0 •0 00 0 m z 0.1 A.4 7.7 8.1 5.6 5.8 9.2 6.8 4.2 .0 1.0 0.7 0.6 •0.0 •0 W z vJ W 0.11 1.9 .2 '9.7 8.5 6.7 5. di 6.1 '4.9 3.0 '1.5 0.9 0.8 0.8 '0.4 •0.0 •0 "v � 0- v! � z 0.11 1.3 7.5 '8.8 7.0 .1 1 2.1 8.9 7.6 3.4 1.4 0.9 1.3 1.6 1.9 •0.0 •0 _ 0 ® W cc 0.1 1.2 7.6 8.7 8.5 12.5 12. 11A 7.8 6.3 3.2 1.3 4.2 6.0 5.3 0.1 010 W W J 1 J 1 .7 8.7 5.5 4.4 2.3 1.1 1.0 1.9 4.0 0❑ 0.2 •0h z W 0.1 0.9 5.4 7.0 8.5 1 1� (D z 0.1 '0.4 1.6 '3.1 '5.0 2. -7.1 5.0 5. .7 4. 5 8 0 6.4 4.5 5.4 .8 10.9 7.0 4.2 2.0 0.9 0.9 1.8 4.2 .5 0.1 0 7 � Iw a , Olt0.4 1 2.6 4.9 8.0 7.3 4.2 '7.2 �6.2 6.6 �3.8 *7.0 6.1 6.4 '3.8 6.9 6.0 6.5 3.2 1.5 1.0 .6 2.1 2.1 .4 0.1 •0 0 < 0 0.11 '04= '1.2 2.2 4.9 '5.8 '8.0 '7.2 '5.1 3.9 4.1 3.4 3.5 '3.0 3.6 '3.2 3.4 '3.0 3.5 3.1 '3.1 '2.4 A.0 0.7 '0.7 .1 J.5 '1.7 _.3 *0.1 0 0 00111110 SOUTH Q 0.2 '0.5 A.6 3.9 9.0 12 12. 10.5 5. 3.5 .3 1. 1.8 1.9 1. 1.7 7 1.7 1.5 1.2 0.8 0.8 1.2 .0 2.4 4.6 .7 0.1 •010 0.2 '0.5 1.6 3.8 '1 1.4 1 5 1 5. A 1.8 *4. 2.6 A.4 '1. 0.9 � .8 0. 0.9 *0. 0.9 0.9 1.1 1.7 9 '4.1 5.2 8 �_0_4 �010 0.1 0.5 1.5 3.7 10.9 4.0 14. 11.5 5. 3.0 2 0 1. 1.0 -47 1. 1.5 1.7 1. 1.4 .0 1.4 -1.8 .2.5 3.2 4.3 6.9 6.2 6.0 4.7 6.9 0.3 •0 0 0.11 0.4 1.4 3 7.8 A 0.9 1 1.3 *8.7 '6.2 4.5 '3.4 3.2 1.0 0.7 1.1 '3.3 3.2 3.2 *2.4 A.2 1.9 3.6 '4.1 6.2 7.3 6. 9.0 0 1 _ - n LUMINAIRE SCHEDULE I -0.1 0.3 �0.8 A.4 6 .9 4 1 4. .6 6 0 5. 1.2 0 8 1. .1 5 7 5. .9 0 9 2.1 6.7 6.4 8.1 7 2 1.2 0.8 0.5 0.5 0.0 0 o Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts M ARCHITECTURAL ARM- ONE 400-WATT CLEAR 0.1 0.2 0.4 0.8 1.4 1. .7 2 1 5.1 .8 7 5 5. .1 0 5 1. 3 .8 0.4 0.3 0.3 0.1 •0.0 .40 0 30 SAT-1 R-FT-4OOW-SMH MOUNTED CUTOFF ED-28 S.METAL HALIDE Lti10100.1es 32000 1.00 445.7 0 LUMINAIRE WITH SR4SC 0 0 / REFLECTOR. •0. Al 0.2 '0.3 0.4 '0.5 "0.5 0.4 '0.5 '0.5 0.5 0.4 '0.1 0.1 Al '0.3 0.3 0.3 '0.2 0.1 '0.1 '0.3 '0.4 0.4 Al '0.1 0.1 Al "0.1 0.1 .0 •0.0 ARCHITECTURAL ARM- ONE 400-WATT CLEAR ® 5 SAT-1-5400W-SMH MOUNTED CUTOFF ED-28 S.METAL HALIDE L010100.ies 32000 1.00 1782.8 LUMINAIRE WITH SR4SC ca > REFLECTOR. 1 .000, ARCHITECTURAL ARM- ONE 400-WATT CLEAR Designer 9 SAT-1 R-FT40OW-SMH MOUNTED CUTOFF ED-28 S.METAL HALIDE L010100.ies 32000 1.00 445.7 LUMINAIRE d REFLECTOR.WITH SR4SC TCA v 1 1 0 Date M O N Dec 13 2002 N N STATISTICS Scale / Description Avg Max Min Max/Min Avg/Min UG Cv 1"=30' North 8.3 fc 23.3 fc 1.5 fc 15.2:1 5.5:1 4.5 0.44 3 27. L South 3.9 fc 23.4 fc 0.5 fc 46.8:1 7.8:1 6.3 0.81 Drawing No. M 3001-light W w w z z W 1 of 3 0 G D O N O O N O 0 A EXTERIOR INSULATION FINISH SYSTEM M.I.F5) — COLOR TO MATCH DRYVIT # NA-44-48-8-23-0I SAND BLAST TEXTURE OR BENJAMIN MOORE #857. OEIFS - ACCENT BAND — 8" DIAMETER HALF-ROUND — COLOR TO MATCH BENJAMIN MOORE SAFETY RED. PREFINI5HED METAL BUILDING SYSTEM — ROOF PANELS,WALL PANELS AND TRIM 0000 0000 0000 // 00000 / \ G / \ COLOR TO MATCH BENJAMIN MOORE #657. OPREFINI5HED METAL COPING - COLOR TO MATCH BENJAMIN MOORE SAFETY RED. / OSTEEL FRAME AND CLEAR ANODIZED ALUMINUM OVERHEAD DOOR M J M M J M M J M K M J M K G 6 CONCEPTUAL O PREFINISHED METAL FLASHING - COLOR TO MATCH PRE—ENGINEERED METAL BUILDING. EAST ELEVATION 2430 ROCHESTER COURT STOREFRONT GLAZING/FRAMING SYSTEM - I" CLEAR INSULATED GLAZING IN CLEAR SUITE 200 O ANODIZED ALUMINUM FRAMES — "KAWNEER" 2250 55.6. OR EQUAL. SCALE: 1/8"=1'-0" TROY, MICHIGAN 48083 OCLEAR INSULATED GLAZING IN PAINTED HOLLOW METAL FRAMES— PAINT COLOR TO MATCH BENJAMIN MOORE #657. D '�` J STEEL FRAME AND INSULATED STEEL OVERHEAD ODOR WITH CLEAR GLASS p N O O N) O D O N O G PHONE FAX O LITES,PAINT COLOR TO MATCH PRE—ENGINEERED METAL BUILDING. (248) 524-470(248) 524-9746 OINSULATED HOLLOW METAL MAN DOORS AND FRAMES - PAINT COLOR TO MATCH PRE—ENGINEERED METAL BUILDING. O51GNAGE SUPPLIED BY OTHERS AND INSTALLED BY GENERAL CONTRACTOR — :. , - `-: <.• `'• _ _ PROVIDE MINIMUM 5/8" EXTERIOR PLYWOOD BACKER BOARD AT ALL 51GNAAGE. , O6" VIA. CONCRETE FILLED STEEL BOLLARD — PAINT COLOR TO MATCH BENJAMIN MOORE SAFELY RED. OEXP05ED STEEL — BEAD BLAST — COLOR TO MATCH BENJAMIN MOORS SAFETY RED. 0 EXPOSED STEEL — BEAD BLAST— COLOR TO MATCH BENJAMIN MOORE #1615. PROJECT TITLE 6 A " G G H A CONCEPTUAL WEST PROPOSED SCALE: 1/8"=1'-0" S A TU R N OF THE _-= ADIRONDACKS O N O G F ( NEW SITE ) F G F , QUEENSBURY NEW YORK oo� 00000 00000 00000 �� 0000 00000 SHEET TITLE 6 K M J M M 05 M M J M H G M E M G K M J M M J M K EXTERIOR CONCEPTUAL ELEVATIONS 0 SOUTH ELEVATION U g G F U `" Cl SCALE: 1/8"=1'-0" to mi c , o a PROJECT NUMBER z D K B K K O A D O N O O N O - .. _ _ •� 01 iL S02001 o o -> . ` .. .r • ,t _ _ 't , ••> DRAWN.. LB r _ : •.: , • : '.: . - t t CHECKED RLB RLB • APPROVED 9 . Q04 - _ + t Q O - _ ♦ - _ - - R/ ISSUED FOR DATE / \ _ RE VIEW 1-29-02 REVISED2-19-02 tj I cc REVISED 3-8'-02 U ; REVISED 12-06-02 w - A G A 6 G G A G a w _ _ w CONCEPTUAL TU AL z _ Z w NORTHM ELEVATION SHEET NUMBER cc SCALE: 1/8"=1'-0" 3 of