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2004-554 TOWN OF QUEEN-SBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development -Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20040554 Date Issued: Thursday, July 07, 2005 --This is to certify that work requested to be done as shown by Permit Number P20040554 has been completed. - Tax Map Number: 523400-289-015-0001-005-000-0000 Location: 10 HUNTER BROOK Ln Owner: JOHN &LARA CURRIE Applicant: JOHN &LARA CURRRIE This structure may be occupied as a: New Commercial Building By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040554 Application Number: A20040554 Tax Map No: 523400-289-015-0001-005-000-0000 Permission is hereby granted to: JOHN&LAR A CI TRRTF, For property located at: HUNTER BROOK Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: JOHN&LARA CURRIE 1118 BAY Rd New Commercial Building $200,000.00 LAKE GEORGE,NY 12845-0000 Total Value $200,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2004-5 54 2000 SQ FT OFFICE $300.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday,August 13, 2005 (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 ensbur Friday,August 13, 2004 SIGNED BY for the Town'of Queensbury. Director of Building&C n cement Building. Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. Applicant: Owner: Q�jrr, , Address: 90 C-P, Address:\\191 81��1 PL'k Phone#(5 ) - 99A Phone#(�EL)`LW - Property Location: Lot Number: 3 / House Number / Subdivision Name: . Tax Map Number: k New Building: residence commercia Estimated Market Value of Construction:$ WD, ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial , ❑ No change to exterior size: residence/com'1 ❑ Other work(describe ) Check Occupancylnformation V Floor 2 Id Floor Other floor Total Below sq.ft. sq.ft. sq,ft. Square Feet ❑ Single family.dwelling ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units .)k Office d ❑ Mercantile ❑ Manufacturing - - - ❑ 1 car detached garage'-- - -- — — - _ ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other MC What is the proposed height of the structure&ol feet in EM- CEIVE® Will any second-hand or ungraded lumber be used? If so,for what? 1: 9 2004 Type of Heating System: electric/ oil Q gas/wood forced hot a' / baseboard/other: OF QUEENSBURY Number of Fireplaces to be installed Number of Woodstoves to be installed BUILDING AND CODE List below the person(s)responsible for supervision of work as regards to building codes: Name; Address Phone Number Builder C°� CA' o 1�1 SlR 1 °I 3AQ 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 pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that Uwe.shall , submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all new construction. Signature: 2 1' Z4 owner,owner's agent,architec contracto DRAFT COPY (3121103) CHECKLIST NYS BUILDING'CODE (BC) Building: f NYS FIRE CODE(FC) / NYS PLUMBING CODE (PC) Location: rr,� 6f�Z NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: �/� ey 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-1603.1.E 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BG-302 17 5 Type of Construction BC-Table 601 81 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 Page 1 of 10 . y ' 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 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 (ca/c.) BC-506 74 Height Modifications BC-504 73 12. Height&Area Summary: Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 -74 Sprinkler Credit BC-506.3 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr. x No. of Stories up to 3 maximum) 13. Fire Apparatus Road FC-503.1 29 (150'rule) � � �Q FC 548-5' 3) 14. Exterior Walls Distance Separation* BC Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings' RC-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 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 ►L ces��- w� 2C,- fu* 25P Min. Rm. Dimensions 'r BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18. Light(Nat. or Mech.) BC-1204.1 250 0/ 19. Exits 'jL looq,j_2.1 A18 I l 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 BC4 009.1 235 Distance of Travel BC-Table 1-004.2.4 .220 Aisle Width BC-1.004.3.1.1 221 Corridor Width BG1004.3.2.2 221 Capacity of Exits (calc.). BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 3 Door Width BC-1003.3.1.1 208 Door Swing BC-1003,3.1.2 208 Ranie-Hard ware �e���� l ,> 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 .3G Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 6owds I 16D3s3.2.iz- I 26C Mau �;sQ l2` �3 t`3C ItX�3.3,3� ass JAM Page 3 of 10 No Topic Code Page Required Actual Section No. or Allowed 21. Structural Snovw�oading—Ground BC Fig 1608.2 296 Snow Loading—Roof(cala.) 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 (ca/a.) 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 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693 25. Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 . 238 Entrance BC-1105.1 239 #of Sleeping Rooms BC-Table-1'107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 n Toilet Facilities BC-1109.2 244 <Wjvw Service Counters BC-1109.12.3 246 !K G �{� Areas of Refuge BC-1003.2.13.5 207 Signage f2`' (-0 le, Supplemental HC Req'mts Appendix E 681 (rotes--- JAMSPECIAL INSPECTIONS BC-1704 379 Page 4 of 10 �. No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment fiJ/iA- Central Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 i Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems &SD FC-907.2 66 Fire Alarm Boxes+ZpVef FC-907.4.1 467.9 72,73 Smoke Detection FC-907.2.10 68 j Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 . 85 ser++eti�s FC-9o3•2,10, ) S�o l 29. Plumbing Code Fixture Count PC-Table 403.1 21 apply Se�unIt Silk S pply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340 Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305.6 14 Sanitary Drainage Drain Pipe Size PC Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 y No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code Venti4ion Rates MC-Table 403.3 24 P 4 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MG-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MG-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: � Gron C4J/" ------------------- h z + 5Alow Sore 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'lncrease: If= 10b(F1P-0.25)W = Answer in % 30 Note: if= 75%when 4 sides accessible&water available Allowable Area: Aa=Azwe+ (A,.e x If)+ Aw xx I =Answer in Square Feet (BC—Pg. 74) 100 100 2. Exit Capacity Calculations (Table 1003.2.3)(BC-Pg.202) (Occupancy Load for Exit)x(Egress Width per Occupant)= (Required Width) 3. Snow Loading Calculations. (ASCE 7-98)(Eq. 7-1)(pg-69)& (Eq. 7-2)(pg-70) (ASCE=American Society of Civil Engineers) Pf=0.7C.CtIP9= Flat Roof Snow Load Where: Pf= Flat Roof Snow Load (Calculated Above,Answer in##per SF) C.= Exposure Factor (BC-Table 1608.3.1)(Pg.297) Ct=Thermal Factor (BC Table 1608.3.2)(Pg.297) 1 = 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 Cafe) JAM Page 7 of 10 f S. 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 M exterior walls, the reference plane shall be established by the lowest points within the area between the building and the lot line or,where the lot line is more than 6 feet from the building, between the building and a point 6 feet from the building. 9. MEZZANINE: An intermediate level or levels between the floor and ceiling of any story with an aggregate floor area of not more than 113rd.of the area of the room or space in which the level or levels are located. (Mezzanine area does not contribute to the building area or the height in stories but does contribute to the fire area, aggregate area).. 10. SMOKE BARRIER: A continuous membrane, either vertical or horizontal, such as a wall.- floor, or ceiling assembly, that is designed and constructed to restrict the movement of smoke. (Required to have a 9 hr. rire 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 BLDG-.-PERMIT NO. 3004-554 ' ': e APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 10 HutueAbkook Lane for the following uses: 044 ice FebjLU0j y 10, 2005 DATE SIGNATURE OF,APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY , The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ( )APPROVED ( )DISAPPROVED with the following conditions: eextjAjca to-off Occupancy o be d.Cizued upon comp.-eti.on o4: Site .Czzueli 'TEMPORARY CERTIFICATE OF OCCUPANCY )$10. WP O $100.00 , , a received on Febftuafcy.. 10, 2005 Date'of Issuance Director of Bldg. & Coe Enfo cement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 120 DAYS FROM THE DATE OF.ISSUANCE. " NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ,...................................................................................................................................: Office Use Location of installation: Vo.Y,�Z_ File Permit No. Tax Map Noa2A,15/ Fee Paid Owner's Name: ........................................................................................_.............................. .......... Address: ��� d..,, 1�1 Q�eF.s�,;;•� .N�(. 2. INSTALLER'S NAME �� �or,z �v Zrt . PHONE NO.'19a-- 5 a 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate 4 bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) . Year of House: No. of Bedrooms x Computation = Total Daily low 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gal/bdrm = Garbage Grinder Installed yes _ / no Spa or Whirlpool Installed yes— / no 4. PARCEL INFORMATION: (circle applicable information &indicate measurements) ToDoszraDhv Soil Nature Ground Water Bedrock or Impervious Material Domestic Water SgRply Flat san at what depth at what depth municip o ing 7oam Noi-p_ feet Nme, feet we Steep slope clay if well; water supply _%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate:'11�-�__Ic minute per inch cz Cv� `3� 19I OA 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: \QCQ gallon (min. size 1,000 gal.) Tile Field: each trench C� _ft. Total System Length: NO'O ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # `c� / depth or thickness fed(�, el-,,) Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a-Town approved electrical inspection agency. ECEIVED 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read For your protection,please note that pursuant to Section 136-29 of the Code of'the Tow2rn of Queensbury, any permit or approval granted which is based upon or-06W EENSBURY reliance upon any material misrepresentation or failure to make a matenE1018ING AND CODE circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. w4 Signature re on able erson Date f Sewers anti Sewage Disposal Chapter ABSORPTION FlEll.,U) SPAIARATION ItE'OUIIt(,I1IEN'I'S S rRVnM _ A li rl o � wr_► ts'�sa • Aly1t7RPi1G1� 7. SIGNATURE &INFORMATION FOR KESPUNbi sj.n r>✓r�a,-,n wmao.=w-/ Fire Marshal's Office 'Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date ' 77 - .,�. 20 Permit No. "Application is hereby inane to,'the c� Codes Office for the issuance of a Building and Use } - Permit pursuant to the N.evv York State Fire Prevention anal Building Code. The applicant or owner agrees to conaply,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 perform required inspections_ NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information , Fuel Burning Appliance Information (circle appropriate words) Stove: wood coal pellet gas Fireplace insert Fireplace,factory-bult; wood ��. `C,��•- a_ Fireplace;masonry: wood gas Furnace: wood gas oil Phone: `.}` �'-1,:) " C Al A, i If non-masonary applicance,please provide f'+ - Manufacturer Name: Owner: , �•� ,s�, ,wtr, = �,c: . _j Address:l t! r.�rw ,:,,. �. Model Number: Chimney Information Phone: (circle appropriate words) Masonry. block brick stone Flue the steel size: inches Exact Address:°.,;) \41 11+01 1211r..1,-1< yam.,!. of construction or installation Factory-Built Manufacturer name: n , Model Number: 1 j� ���` ;_ f Note: Listed,,By:Q t Number: Construction/Installation must con. orin to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury .• - - . _ Handouts regarding required inspections. . __DQouble ivalall)l Triple wall / Insulated / Direct venting Chimney Liner Ca,�h3er'a�r Dep�rtmer�t—To??�.a�of Quee��rbury, 3V'��7�or� Fire'Marshal Code# .S Collected 3S Refunded Received fi•on: (refunded to): - - N A 173 3389 (190) Public Safety �{ A 233 2655 (230)Minor Sales White(Applicant) / Green(Fir Marshal) / Yellow(Bldg. Dept.) / Pink&Goldenrod(Cashier's Dept.) Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request - (, SCHEDULE Received: Permit# INSPECTION ON: Name: A i--PM ANYTIME Location: � �G.)`L ` L APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE C V1 (��r MAIN AISLE WIDTH `G lL (of r, SECONDARY AISLE WIDTH EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM �--� FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GAS ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS 1 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 i i i OK THIS DAT FOR CO "RIOT-OK ' TED BY COMDEVICHRISJMORDILETTERS2001/FIREMARSHALI NSPECTIONREPORT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Commercial Final Inspection Report Office No.: 518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: I s 1U am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: ��, �\ PERMIT#: a U N- S9S LOCATION: U 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 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 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 1 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 Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if re . As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access ides by 20' /Driveable Surface 20' wide Oka To Issu Tem r Permanent C/OSv� Okay To Issue Alr ��` j1 Last printed 6/3/2003 9:27 AML:\PamW\Building&Codeswommercial Final Inspection Report.doc r Town of Queensbury - Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDULE Received: Peromit# . INSPECTION ON: Name: AM PM NYTIME Location: - Y APPROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURE EXIT DISCHARGE MAIN AISLE WIDTH SECONDARY AISLE WIDTH I EXIT SIGN-NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER A, INSPECTION l �r� LX�1✓V FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM / FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM C'L ern V 111 FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION-GASISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE �. COMPRESSED GAS ' CLEARANCE TO SPRINKLERS joccCLEARANCE TO ELECTRICAL ELECTRIC WIRI G ENCLOSED 1 N COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN V. OK THIS DATE 9K FOR. O NOT OK IN P C BY COMDEV/CHRISJ/HVORD/LETTERS2001/FIREMARSHALINSPECTIONRE RT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: v-S NAME: LOCATION: o PERMIT#: C, Final Survey Plot Plan Aimroved Denied The attached final survey has been received by the Dept. of Community Development. Upon review th survey has bee Craig AkowpyZoning Administrator Notes: v L:1SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MAP REFERENCE: CROSSROADS PARK PHASE I BY W.J. ROURKE ASSOCIATES, LLS DATED: APRIL 24, 1989 O BUILDING N79o5 27AE 301 .92, h w ocb y a 2 LO o LEGEND: AREA �o o� OIRF = IRON ROD FOUND LO 7 o U 49,128 sq.ft. titi = UTILITY POLE 0) a w 1.13 acres � '= GUARD RAIL N U�JU= EDGE OF WOODS r i N CB 0 = CATCH BASIN M M ® = WELL os.sa1, �}00. gSpyQ`T • ORj�E Y "Y FOUNDA TION `Y ONLY a � \ \ h M O U � gSPyq�T 4k OR/fie H78 247"56' 1p1 7B q3 w SE ACK l '�RKI/yG � 1 � C. y sF #50135 LAN Date, February , 2004 MAP,�Au, AL,�A,�«�OR A�,�«,ro A Scale 1'= 30' BEAR A L LAND SQL SEAL IS A Map of a Topographic Survey made for �/� NOLAVON OF SEC"7209.SUB-DM"2.OF INE Pw NEW YORK SfAIE EDUCAIM LAVO S e S rows cones OFEI me owWwu of m s suRVYr rnarL S ALLWrr ex owciwu or me wao ALIC o25 S-- sEAL sNAu BE cONsnmm ro eE vALn IraE cagEs.• • `''����°" "�" Joan V. & Cara M. Currie nas sx�Y WAS PREPARED M ACCORDANCE w11H 1NE Land Surveyors °°��°`� "A`O`TM SURVEYCRS�D BY'RE NEW M S W C MICA 71N OF PROFESSIONAL LAW SLRLYEYOItS,511�CERIFICAILONS SHALL RUN ONLY ro,E PERALF Faa WHOM THE C sum� ""ND'"" 2 10-28-04 FOUNDATION LOCATION ON HIS BERME ND THE ENDING SM T"LIVED Y.OHERE Y AM �I OF 169 Haviland Road ueensbur , New York 12804 "� "G `SOrTNE EN NGINI IXI N°�°"A"D Town of 1 3/10/04 ADDITIONAL LOCATION Q y To meAssicaee5ortne�aurnw;„�T,,,n,a,, Queensbury, Warren County, New York CURRIE 518) 792-8474 New York Lie. No. 50135 1 NO. DATE DESCRIPTION DWG. NO. 04015 48-3-34.3/289.15-1-5 1184 Commercial Final Inspection Report -� Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 3)/1'�am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: �l�!' NAME: CU 1 PERMIT#: acn LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location_ Plumbing Vent Through Roof 6"/Roof Complete 171, 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 0e� Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Ex ose egulator 18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System �~ �x,1` tif— 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 '/2 doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire f 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 ✓ �1 r �•� �'`� Public Toilet Room Handicapped Accessible _ Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond .es���%_ •' Active Listening System and Signage Assembly Space Final Electrical /,k4 Site Plan/Variance required ,J Final Survey,New Structure/Flood Plain certification,if reg. r � As-built Septic System Layout Required or On File l�A 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 printod 6/3/2003 9:27 AMLL:\PamW\Building&Codes\Commercial Final Inspection Report.doc Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received:_ 1 Queensbury Building& Code Enforcement Arrive: am/p rt: pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. l � eZ,#4�, NAME: PERMIT #: v LOCATION: INSPECT ON: TYPE OF STRUCTURE: 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 Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Coop e Commercial er,CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealedproperly/No duct tape 12G yr, COMMENTS: LASueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. NAME: U c22C�� PERMIT#: LOCATION: t�ns��l �bG� INSPECT ON: D TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging � v F2 AAA k AIC-0 Joist hangers Jack Posts-/Main Beamsp2a U�►'�- �rL� 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 =1. 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.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 i . " �F pF NFIy 14 December 2004 Mr. Matt Cifone Cifone Construction Company, Inc. PO box 684 ° 6.7„5 Glens Falls, New York 12801 Re: Acceptable As-built Framing Inspection 10 December 2004 Currie Associates, Inc. Hunter Brook Road Queensbury, New York 12804 Dear Mr. Cifone: Regarding the above, the as-built framing was inspected on Friday, December 10t , 2004 and is acceptable. The project should proceed through to completion in accordance with Town requirements. Please feel free to contact me if you have any questions or comments. rely, dwar oint, PE 8 Ward Lane, PO Box 190 Cleverdale, New York 12804 518-744-4411 Dough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/, epart: - am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials. (� o NAME: V G 1 PERMIT #: O �J LOCATION: do INSPECT ON: 10 TYPE OF STRUCTURE: - 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 Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Dead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper, 00per Commercial CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check koul Proper Vent,Attic Vent G `� 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 l7,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am./pIn Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT LOCATION: , „ INSPECT ON:� � ' TYPE OF STRUCTURE: 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 Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping /�LGG7 y' 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 C mbustion Air Supply for Furnace uct work sealedproperly/No duct tape C Ts- ���( Vva-711 Gx 5C LASueHemingway\$uilding.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Rough Plumbing / Insulation Inspection Report Office No. (51 8) 761-8256 Date Inspection request received: Queensbury Building&c Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 4 NAME: PERMIT #: LOCATION: ldu& INSPECT ON: O TYPE OF STRUCTURE:- Y N N/A PVC: R-1, R-2, R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/ Comm. PlumbingVent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min. Drain Size Washing Machine Drain 2 inch min. NY ead or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction ater 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 S!!pply for Furnace Duct work sealed properly/No duct tape COMMENTS: LASueHemingway\Building.Codes.Inspection.PORMS\Rough Plumbing Insulation Repo t.doc November I7,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received- Queensbury Building& Code Enforcement Arrive: a epart: m/pm5 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: J l�v rf�z UZ �6— PERMIT#: O LOCATION: ,— INSPECT ON: / TYPE OF STRUCTURE: Y N N/A COMMENTS o Framing' 0 Jack Studs/Headers Bracing/Bridging � i D"'�_ e Joist hangers Uri La J.` Jack Posts/Main Beams / Exterior sheeting nailed properly AIJ G, &R / 5%A'LL %w 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more a Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls jorokb �"00,, 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 re wall 2, 3, 4 hour Firestoppirig;-,-,- � Penetration sealed (_ 6tk'tPCt((- 0 6N 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:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 8bV fZ(z Al NO31q Inspector's No. Date 20 , '• COMMONWEALTH ELECTRICAL INSPECTION SERVICE INC. (Consulting and Fire Inspection Services) (Incorporated in the states of Maryland,New York,Pennsylvania,Delaware and Wesi Virginia) Desiring Certification of Approval, application is made for inspection of electrical installation in the premises described below. On demand,applicant agrees to pay for inspection service in accord with schedule of charges. PLEASE PRINT Owner.................. ....:. ..............................:.......:.......: . . >........,................................ Type Bldg. ❑DWG [3 Other ...,. Occupant.............................................................................................................................................................. Building Permit No ........................ JobLocation ....:...P.......:....... ....::.:..........::.....:..........................................City.................... :.:q:.................... State Count .M/C#...................... .......... Swimming Fool—New GlvOld❑y ..:.............:..:...::....:.s.......................:..Twp....................................... g Directionsto'Job Site ...........................................................................................................,.................................................................. ...................................................................,.................,.....;...........................,................................................................................................................................ Application For.Rough Wiring Q' Fixtures�".Service I] or ........................• .........................................................,....................................... Work—New ❑ ' Additional ❑ Bldg. —New❑ Old❑ Ready for Inspection .............................................................................. APPLICANT'S SIGNATURE LICENSE M PERMIT# PLEASE PRINT NAME PHONE k APPLICANT'S NAME OF ADDRESS - UTILITY OFFICE TO CITY STATE ZIP CODE BE NOTIFIED ROUGH WIRING SPACE BELOW FOR USE',OF INSPECTORS ONLY OUTLETS AMP SERVICE `"PUMP EQUIPMENT SWITCHES HEAT OVEN PUMP RECEPTACLES SURFACE GARBAGE UNIT DISPOSAL UNIT MEDIUM BASE RANGE DISHWASHER FIXTURES MOGUL BASE WATER FIXTURES ° HEATER DRYER FLUORESCENT AIR AMP. RECEPTACLES FIXTURES CONDITIONER MERCURY VAPOR OR WIRING&CONTROLS FOR BURNER FRAC.H,P. QUARTZ FIXTURES VENT FANS MOTORS;H.P: 1/20 1112 1/10. TIE1/6 1/4 1/3 1/2 3/4 1 1-1/2 2 3 5 7-1/2 10 15 20 25 30 40 50 75 100 MARK.NUMBER OF EACH SIZE Inspector's Comments: RON MUMBLO Electrical Inspector 1 State Street Glens Falls, NY 12801 (51 f3? 798-0905 OFFICE USE ONLY WORK INSPECTED REPOR- 0 o NOTIFIED TED ¢ FEE PAID U SERVICE DATE CON Date Received: TRACTOR TOTAL ' R.W.DATE OWNER CHECK NO. FINAL DATE OCCUPANT CHARGE Certificate No.: CERTIFICATE NEEDED AGENT CASH Date Sent: IlYES ❑DUP ELEC. LT..CO. INSPECTOR Progress ❑ THIS APPLICATION EXPIRES ONE YEAR FROM DATE MAKE ALL FEES PAYABLE TO C.E.I.S.INC. WHITE/OFFICE PINK/INSPECTOR YELLOW/OFFICER GOLD/CUSTOMER Rough Plumbing / Insulation Inspection Rcpor z r y Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: am/ �Depait: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:_ NAME: PERMIT #: a6()q _ISIS Z LOCATION: INSPECT ON:� TYPE OF STRUCTURE: Y N N/A PVC: R-1, R-2, R-3,R4 Drain/Vents Cast Iron, o er Drain/Vent/ Comm. Plu Vent/Vents in Place i .Su Plumbing/Nail Plates b .�CS U t2c 1'� inch min. Drain Size _x r WashingMachine Drain 2 inch min. `- ' ead ors.�ir-Supply Test Drain an&Venfs 5 PSI or 10 feet above highest connection for 15 minutes G anout every 100 feet/change of direction 4/1 ater Supply Piping / Cooper Commercial (f 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: LASueHemingway\Building.Codes.Inspection.FORMMRough Plumbing Insulation Report.doc November 17,2003 Framing / Firestopping Inspection Report / ~ _l R Office No. (518) 761-8256 Date Inspection request received. Of Queensbury Building&Code Enforcement Arrive: ain/ e rt: pm f 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. ' i NAME: ���1�, ,��� PERMIT#: �U t ' SS LOCATION: / r ti INSPECT ON: — TYPE OF STRUCTURE: i y iV/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 re wa-11 , 3, 4 hour Fire topping 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 9 Septic Inspection Report Office No. (518)761-8256 Date Inspectio -request received: Queensbury Building&Code Enforcement Arrive: `� am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: r` NAME: PERMIT NO . r 5 5(� LOCATION: INSPECT O — RECHECK: Comments and/or diagram Soil Type: �ajd/Loam/._Cla Typeof Water: unicipi)/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: WType Absorption Field: Total length rLen h of each trench De th of trenches �'Size of Stone •�See a e Pits: Number Size:Stone Size: Pi in Size Buildingto tank '- R = (. Tank to Distribution Box J, Distribution Box t ield/Pit qii _Opening Sealed:jYj/N/Partial Location/Separations Foundation to tank ;3 ft Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan Location of System on on Property: Front CRe Left Side Ri t Side Middle Front Middle Rea System Use Status: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:'wSueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ,0_arn/pm epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: --s . NAME: PERMIT#: � LOCATION: rA INSPECT ON. TYPE OF STRUCTURE: /02WjE4 AA=VJ 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 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 Anc or Bolts 6 ft. or less on center "� e and snow shield 24 inches from wall g 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 Y Foundation Inspection Report Office No. (518) 761-8256 Date Ins ection request e iv d: _ Queensbury Building&Code Enforcement Arrive: am/ J Depart: _ a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: _ _ P ,RMIT#: - LOCATION: _ _ vrSPECT ON: �- TYPE,OF STRUCTURI 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 pu_pr ose on site.__ Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproof`ing Footing Drain Daylight or Sump r Fao tt ig Drain Stone: 12 inch width J' 6 inches above footing J 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\B&iilding.Codes.Inspection.FORMS\foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (5IS)761-8256 Date Inspec 'on request received: Queensbury Building&Code Enforcement Arrpve: 0 am/pm�2 Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �_ NAME: r-4fra, Sff PERMIT#: LOCATION: INSPECT ON: /J TYPE OF STRUCTURE: If 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 V11 Reinforcement in Place 4 s,��4— Foundation Dampproofing r � Ctr. reoi x vvn. 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\3uilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date InspectioVquest c ved:Queensbury Building&Code Enforcement Arrive: Depart: a742 Bay Rd., Queensbury,NY 12804 Inspector's In `--NAME: !�� Ss(r #: LOCATION: ti 4— INSPECT ON: Z-012k TYPE OF STRUCTURE: Comments Y T/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 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 Grrade 6 inch drop within 10 ft. LASueHeminngway\Buildiinn�g.Codes, Inspection.FORMSToundation Inspection Report.doc January 28,2003 d(,G' l Foundation Inspection Report Office No. (51S) 761-8256 Date Inspectio request received: Queensbury Building&Code Enforcement Arrive: �% am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ��rr/`r� Uri L PERMIT#: LOCATION: INSPECT ON: e. v f TYPE OF STRUCTURE: Comments Y 1\ N/A Footings [ / Piers / r Monolithic Slab �vpQn.r �il1u�'1 d�Sl `" 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\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-82.56 Date Inspection requ t eiv d: � � G Queensbury Building&Code Enforcement Arrive: a p Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi s: f NAME: t-s, Li.c��• -i�, _ ERMIT LOCATION: _ ALL,,-� INSPECT ON: i' TYPE OF STRUCTURE: al Comments 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 Rcs2m=2 ootin one. 12 inch width 6 inches above footing 6 mr __ Backfril Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASue}Icmingway\Bui Win g.Codes.Inspection.FORMS\Foundation Inspection Report.doe January 28.2003 Building Code of New York State. Section 1603—.Construction Documents 1603.1 General Case Exceptions for.buildings constructed in accordance with the conventional light frame construction provisions of Section 2308 in the Town of Queensbury, New York. Edward.K. LaPoint, PE Applicable Project: Currie Associates. Hunter Brook Road Queensbury, New York 12804 By: Cifone Construction Co., Inc PO Box 684 Glens Falls, New York 12801 Description —Single story professional services.use and occupancy Group B, Type VB construction, 2000 square feet. Item #1 Floor live loads = 50 psf with 100 psf corridors Roof live loads, Snow= 55 psf, Wind = 15 psf horizontal &vertical Item #2 Ground snow load=70 psf Item #3 Basic wind speed 110 mph and wind exposure = B Item #4 - Seismic Design Category = C and Site Class D (see next sheet for details) 6F NEpv C;11�P Pp KE1T,z�� yp9 C c y b ' t Building Code of New York State Section.1603- Construction Documents 1603.1 General Case Exceptions for buildings constructed in accordance with the conventional light frame construction provisions of Section 2308 in the Town of Queensbury, New York. Edward K. LaPoint, PE Seismic Factor le = 1.0 Table 1615.1.1 Site Class Definitions—The following analysis proceeds from the average properties described in the table for"Stiff Soil Profile" for Site Class "D Any variations from these properties for the specific building site need to be reported and the analysis adjusted accordingly. 1615.1.2 Determination of site coefficients and adjusted maximum considered earthquake spectral response acceleration parameters — Sms = FaSs = (1.5)(0.35) = 0.525 Sm 1 = FvS 1 = (2.4)(0..11) = 0.264 1615.1.3 Design spectral response acceleration parameters Sds = (2/3)(Sms) = 0.35 Sd1 = (2/3)(Smt) = 0.18 . 1616.2.1 Seismic Use Group I Table 1616.3(1) Seismic Design Category Based on Short Period Response Accelerations = "C" Table 1616.3(2) Seismic Design Category Based 1-Second Period Response Accelerations = "C" . Section 1614 Earthquake Loads— General 1614.1 Scope-Exceptions: 1. Detached one and two-family dwellings as applicable in Section 101.2 in Seismic Design Categories A, B, and C are exempt from requirements of Sections 1613 through 1622. 2. The seismic-force-resisting system of wood frame buildings that conform to the provisions of Section 2308 are not required to be analyzed as specified in Section 1616.1 A 066 52 • F NP `� f 2�f�.� 6. t svar,r:: xl ununtitp: 1 7)is: HIPP Spar►: 390900 PI-Hl: 9 Left OK: 0 P Right OR: 0 P page CIE"M-CM:07 ASSOCIATES QURKNS URY RRMCK .' CD • ALL Pry TVB cmtxRSD Cox SI38"jMXR LAMR&L BR U--DfGc 20MMM mULMICaN9: mumu lx rzmxm ll0'M. „l on JOIN rs MDKFT: TOP 0.24'.2. 6 SLIP-#2 'FOP cBOPD - Caw TMTF.9 JT vMCT ACT WIC uHQ Lilo Total.Doaiga loads {pM 1. T MSMS MMDPICTURgD BY .7 PIiIRE;SIRE x 2 UST 0_22 2x 4, BP-#1 •B214 CBORD- COM12TUMS LBS II-S8 M-S% TC 137.60 A to 13r?-g@ B SYMMOGB LUMMM 14WERS N 2I 4.009,6 BB .1.60 3.07 I= 0.35 2. 4 bPE-12 lag MR211TOOB9 LLTJM 3 EPAMIM, • 293 1I/d N/A TC 137.6e 2 to 137.60 C 2- UMPIRICAL MA OC 12 u=. '4 H 5,00x 5.00 COM 2.70 91AMMMg: AT7]LCMD WITH (2) 8d 14AILS +ODNPImwus BBTHEM O -P TC 137.90 C to 137.69 D 3, MM LOADS - Amili9CJJ 7-98 LN9 C 5.00z 5,00 Ct7T<R 2.74 HSlI 2x 4 SPF-#2 RACB IO Ef!RBHEE 3NDZCJI'!ID EC 20R Ato 2D@ D TRIMS IS DSSX12= AS A 11 4.00m 6.00 4.60 3.07 BY m, IMMIEW FOM M !I PAUNG9 mum WJ:HD-210RCE R83 81STM RBMITM S074M EiCR8ASE8: EM DPLII'7 EM 086SM MR RLTBRIM zem LOWIM9 M 15.01 .1T O_0! 11C U.0i LEE LBS ➢PINO 9?EBD - 90 NPII F, O -8 ISO IGUM WW BBMGUT- 25' UI c- R8Pe8G3t6 CaM105 7 - C _ DrAM.DEPY - 0.03" AT A - OII "MWI Yli M.>{3 - 1.00 h] LL DEM - 0.01" < BMG SPAK/360 MMYAXM BUZZIDIM. tD LL 3EFL (CAWS) -U_031 < C/180 - Tr M W Wav- 6.0 REV SI1Aufnnrz (DL+TQ = 959 Be as1W SCAM s 6.0 PSR 4_ RWr SIW rMD Mn AS" 7-" GROOM Smw IJM a, 70.0 1--r Ul RUIT LOAN Mr REQ'D 7x5 2a8-- rM4"T1lM=P&MOR: 1.00 CD Cc- xx rffspp AL fAMOR: 1.06 100 Yz 5ia}_12xs•2x5 yxg-- 6lP0BUM PAL-=; 1.20 L71 00'6-14 gas 22 B0 6-14 fZAL,MMAL LD Far�D.84,1.25y -- H9 4 2x5 H FX r.G G M SJ16. HH 4 S. ANCHOR 7WES L0M 4H T4 0 LH8.L � 53a6• M/ 2x5 Bg 33 2mQgl Esg 2x5 8^2x5: 'p/ � 2x5-1 2=5: 2215:.. 11-3-9 2a5 D� I 2xSI` B 5 Q s hN 4s6� i r 4 a4 L 4xs-- / 2 SLR - 3 v x S ED F mm% a I.L Iar PP RJt 7�w Iz.P 2e4 2xA1.2r4 2xd!2.4:2,14' 2.3 ?xS':2x5 2x5:.2x5-2z4..2m4 2x4'2x4 2:4,.2x4.. y BI DD JJ S2 D 3x6: 23t5-. 2x5. UG= -I C r _ _ C Tr-- _ 16-4-0 _22-g-O 3g-B-0 3 4 O 7 W n O _, w1 X .•Q -• CJ ALL PLATBS AM L00S25 REITR TD ROBBIhS am_ I=42piL . U0233 AW 8TJ®CLS-ammr FOR. 1DDI7xONV4. 8v=X1?ICa=0NS. Robbins Ya43neerirg, Inc./lJnlllm Plmi r APPFM. TRUSS MIGHT: 464.2 LB.9 Scale: 0.125` = 11 RUMMS LOCH ce-wr rhen f20 gr ph'.feed-ASIMA4V53G,■de40J,h.%Ge 1D:61YSEnt Ca Dean.o,a,pa.itiy Du-®ecmahn artra9atifh9lBnr:l.Iea _ appliefa■bah r alhuaalt.,ltjiimLCMer the phewe■Isxdo.c•ai Mwk x0aacase 101 336siynar: JOHN LSOLT116" .r:3 .. riadea(n)waresim Ueha ttlernFe h,iea{ay hp.V',allakh,T Place aan LImMaDN+e,S.II.tR.HMBa■�Ko,r,h Ail9 R.an.`raf:go®■te �J lklwhhlhr&oede.rYrbapa stue aNlrrhrdBehmes.+. TC Lfvo $8.8 psi Checker: 110NB.ASSxG1J8D �r�'�,_...: ;t"!---�3-�-. I■prep.�uaaalpfkaaary+r:�.ahm...aeeanrj,e�...a`r�,tog.re.a mpphy.r^saalaurq^.rslecu■wrw,adpr...ne�elree.isLh.anoe� 2C Oead 10 paf Revie+laar: � n ead.nlwlndkaeeaeu...dtSqurll,oft.6r1nnhwalaDa.prQamcapacgalp„nf AareeetipOlKndra:car`Tapav6h.noe.chaMs,O.Ihe.dquayYramib[a Be Live 0 psf Duaigned: 7�i7 wYil p.dm,9vagnxtagl.lda ane phen IN%umke waepl.p-ti.■norimm >0.r.,..9,4,dG -rep>f crlfaL repnah.y.It h Ala mpw,sRft,J.den 1. BC Dead - 10 [ Rev RO: wm�rv�,IDedp-4 mime rorslrra-cr,dre.+I. w dits a..+woiW meerte 44thedeft,k-b.lBaa...kh,klgredare.aAkiv fmJJrA 1" m wd.s.pati"1-r .d,rehdrparlbebulD kto- Tarnl 78.S pa! 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SZaA;RSS�aSa�w"nN4SSt� �Ti N ti m W O � a � ro a tr' rr C x 0 r b w m a LTIEO 3J17d �Iti 1 ci3dWfl� t +0'_u�t13 to 9588T9 bZ:9T VOUIZZIL3 3VA- l Mwww 1 Lao-M/1 *IDO AO.D un LOD'CANS 12 RM NtY 7=01 ZOW CA11.01 V%M!!RM=L MKO CM 02 DI11►P1 amR A imi CASH 93 AMW VKRM 3WW 20.b CBM 40 Am 11d6 ow - - --4 1Js64A tsa11 2SC.VAt9:13.91 "Mom"5=29 I WAS JaeOl*=#a 1no:agt W-05 A mum sxMIS 11M1Pl+ 60:0r UMIM sta11S ECHQQ: 60.06 L�om lltlaa x..9742,L1.11 momm 133RIS Emcmt1$:15.06 � Pti anal!tm3mje: Mat 7[A7t XT93" 'Asa To.01 P6Ata OteH09 ERMAM ro.04 SLAM SUMS 171Ci.A=: e7.02 PL13Z Sl43H1 X Ci&Wr 63.00 MASS.5=05.19GR1R: MIS ULM SUM"--AVM. 13.0% N 3A1DW. Litt Dean IMP iwom LM "m Inl1 tomm Law M=IIa19 "'U'un f-In mO I7aP1 7MCIM3 L11e DRSA imi 1A9n>se u" 02J11 0I211 A06000 am mn Irsri N T"c le.6 I0.0 top C9D 50.1 6A z e0 30.e 6.0 =cm 3e.11 6.0 la0 CID3OJI &0 =7 6W 5e.9 10.6 aftEw 00.1 10.0 DUI GO 0.0 i7_C V54 cm 0.0 6.0 Em tap 0.0 6.0 MR C60 P.r 6.0 OL1 OD e.0 (.1 I'm C• 0.0 10.0 M CID O.0 )n.a N TOM 59.6 Je.O 10.0 Tom 59.3 14.0 TO.* T4ffiL Se.1 19.0 M.7 SLGL $0.5 12.0 10.6 201AL 51.0 22.4 10.0 7.= M-41 20A 19.9 tSTaL $$.a OO-0 Ta.1 � lePdnlf p11SJ7A 17RRV7RS: l2i•2PiIG1l. RKMPS1ag1 D1C[P71009. 7�1 f=2121010: Q *Z"..Vm MINIM and a 6 P A-Tr T.sw 6A w-Z2 -11.for 5.4 A-a -az0.a 6.0 a-ae _nAm 6.0 7Me ((.T I4.0 A J 0.0 it-% t1-D TTT S.0 TT-3 A1.99 t.o 79-0 -20.to 0.0 Me -M" 6.0 0{ 66.7 ie.0 we /6.7 MR 9-C -2u:m 4.0 ea: -"0 m 6.0 D-C -7MIm 6.0 9-C -20.1" 6.0 C-D 0.9 10.D C-n 66.7 a9.0.. C-71 -71.7i a.O "S, 7.571 (.0 C-eL -31.1D 9.0 C.at -20.90 5.0 WPOWR CMTM- IDPPQPX Ca111Q(A -MAD -Il.eN 6.0 to-D 7.9r 6.0 XI-D -11.0R 6.9 t1-9 -70.W 6A �9■.V m.7brn 0 a r 00vtzRows PASTo w JMIO D a r U1 A-0 -20.ew 5-0 ►-D -20_w 6.0 AO -29.On 6_0 A-0 -20.A S.e mwlwr RItHe1A 1 w-w CniTiLAA P-0 -10.1m 9.6 t-0 -10.40" 6.0 N COOW 001 e[iSaM am 0 up .3wou s ravww Mrs• a S MP➢MR--lath sums R t1HS317A !D ODMNSW6 aaiwta Ana 0 6 P CWTAGAMM=20-MRS 0 6 P F Cc cc r 6 .P I-' FT x 1'• C 3 LT C -C V. is P 70lSnEg:.ec9ng,hc.fOn[mpfus^�0198G2004Ve:�ian t6.6.U24EngFeeiing ALaierro-iwing TIMAMM-16PN Page 3of3 • -. ..+�,�. K vcan"r_y. 1Y Type: HIPS span: 380000 Pl-Hl: 8 Left CH: 4 P. Right OH: 0 Y Page CISO(E-CURRY ARSOCIATES QUEMSBURY BRANCH ALL PLATES CMMPJ 0 C.II SIZE LUMBER LATERAL ARACIM: 106 URW?J9M.TEONS: Conn TtUas NOTES.- on JOINTS B>KET: T02 0.57 73t G SLIP-t2 Tm C801AD - CONO'.ZwMI if RBAL`7!ACT WID risg Un Total Danige Loads (Pln 1. TRUSSES MW"CTDWM BY - rQ JT PLATS SI29 Z 7 STH 0.17 2r 4 82-01 BTU CUM - CONTINUMS L88 IN-SZ Mr-Ss Tr 2.37.60 a to 137.6(i R 91RATOOA LUMBER 7WWURS a 4.04z 6.00 4.63 3-07 VCR 0.65 2. 4 SPE-42 I)M OORTINUOBS LESF.ZRAL BRACING O 3046 5- 2 3- 5 7C 137.6Q B to 137.6Q C 2. W011110M ANALOG I➢ USsb_ N. 4.00x12.00 3.60 2.00 IMCKMOAS: ATTACHED WITH (2) 6d 104:IS 1r 3046 6- 1 3- 5 Tc 137.69 C to 137.60 0 3. WIND LOADS -AwlipSC'B 7-98 N Is 7.00x10-00 3.25 3.33 SIM 2s 4 SPa-#2 6ACU 1fUMM Mac UMZCAMM PC 209 11 b. 200 D !'TJM la DBUI SIZU AB A G) C 5.00a 5.00 CUTR Z.70 8r MM. VI%IiT MUM AS BRAIRMA.S MAIN AIND-N"JC10E PAS SISIZH A * 4.0Oa:12.00 3.60 2.00 PRRanvlvN H"MRR XRCitSUTA: BPG II MPT BRQ UPLIFT FOR BMM?MOR ZONB IG("ION D 4.001C 6_00 4.64 2.01 22 15.01, rT 0.04 rC 0.0E NIS LBS WIND SPEW - 90 bSM F. O 310 a 310 MAN R!]OS SMUST - 2S' U1 E2240SUM CATICMY- C DWLL DEBL - 0.271 7R B-C (IMWANCZ VACMP - 1.00 LL DRFL r O.li- < and-GrAM1360 WiCLOSM BMLl2l36_ LL DLPG (CANT) = 0.02M < C/180 ' 'DRAD I,= - 6.0 F.2 r' UrmpiEFL (DULL) 0 9➢4 BC MM LOAD m 6.0 V= 4, ROW SPOW LOMI YGR ASCE 7-48 rMinin ORUPI Lam -7#.0 YSr (31 RAID LOAD Mar MM-D 00 310ORTAUCO PACTIM a.00 Op TfxFJAL V74TORr 1.00 cu _ MBVRB rACMOR: 1.20 Cn HP 6-14 7HO 5C5_ E AO 6-14 MALMIRAL LD PAC---O,B4,1.25) »$ S. eR6VEli1 TRUSS pQTATIrA AT is Q TCU ,1, ALL Ramrifa LocaXiCRIS. ]._. 4x4, 4 R 4a4 - 6, ANCEMIdSC TRUST YON v TrAL 410 tflORI EOIiTAL LUAD OF 410 LDS. 53 94 8 \ L1-5-9 Astft- \\ p8 W6 y� fjL-2 -, R 2 \\` W 4 / 'RCL IM 14 W4 /� 4 ixfc x l/ W2 \ \ ! 12 0 O J Z P Bin E X G SCL P Sant:1- 4- O 4x& 2rA 3sc4= US= 5si2- 3x4= 2x4.. 4z6 Un I° Si S2 a D g1:500 3s6='. 3z6' W:508 O R.304G R:3046 U2 310 Ut 319 NC 5-8--7 11-0^5 16-4-U 22-4-0 _ 21-7-11 32-LL-7 C 8C- �y 5-5-9- -0-5 16-5•-la --- -e2-2^! 2�- �2-1 �37-1-A a n � at M - ---- --- - -3H-0-0---- --- - --- = 7J ALL PLATES TUNE LOMZU - R88ECt TO RMWIAS BUG. MMFIaL NOT XIl)UYMMr. SUMST FOR Ses1e: 0.125^ = I.' P"XIIOMAL SPEP_IRZCAT=ffS. Pat3iioe bagineerinq, Inc.lon13n®Flamm APERQR. TMUM WEI"r: 384.5 Lim IIDOMI LOCKownrararr4ra(20 rA.ph.,W•.a.4IMAIM s3 Cndc Mb"I 1d.Yi•E�q Ca 6a•n na a+M° •r1 Aar Ibe oss4n••f0•�rf.tl BrCrLRar •Pp�o•ealn ran of In.l•I rwljNn6 CUAr$r phra mwk•down Khnm.iy pvm.nraltr•u bnrro¢A•RFt.R[rFAl tlO•N4idh7 de 7rac rl.r.0sr>rrySK.U' LoadCa3e Ifs IIagignee: MUMYRJG1aZG7yA ''.:f rYda[a)er ilaeatiaae L'Wn«Iw-6..olraon a7.-^,,0.ma3.yMn.� omGro DrhaAfrfOa,N.tsba..uwew.re Ci7lf.a,nim aa.o�rmses.rr TC Limn 50.8 p5f C60ekor: MMM A35I MS S., pv.lklxu5 r6r.b.d•ar YxWanI1).•fY.pe•t.ulf rr0r•r Wfemrloab nr r..® oabo./tixx4pndmkvnl W.iemMecnlERPeorrr(aK8•nhr+c�Inpeabl WC Usha 14 P Ef Eaviinver! --- +•"•1'• ptlnnog+RteefEowr.O.<ra0q...a+oai^teatngs.lasb rop�g,as4"ECn(nW�'.(SRSN91i 7oeAuo re�e.,.t�arfgr.i..:n¢1146m�., 1 .:..-.�.a_-....'•1.:'- aSMte+e4[•.1L65 =s ed,•aNlsirJia.teaph.r.bzClMln4a.dr..rkaf.a.gd�6al.ek.med•onlnr� 1EeoIC�'glVrVtir•�.exd'ua.T.p.nl6atEea��Mnff.rua6e.dequ•Mylr�a4iet Be Livr► 0 pnf Deaignttd: � ,rw proh--gfinkxiatrnar N■rsp-WQarah-%e. W AC Doad 14 t Rov a0: M +rs•Y'Aa6•na]O.iyf•Sprrr6agomioSTsv..GrvleLolnWraiumrel y^ isurt•mO.rib.4r6p beri aar.4-.I;.anwbg.r..•orn,ad maa,rn.r ar[a P' S taiagalur►iber Tiadeis t P�^IY esrR arwu,o+forLrrufiW Mw C■.w*d wro/rmnd lTM wa.onrp...r>T mraA.m.n.. Frr,.fi lujavd rrp urunl0oll .artcor Total 78.0 pgP Rav Data: e,.eucvnr,�r.cam4.rorxromeawnrn. Id%h f.Ia5aa MWft Lumber Sr I,15 Rua Date! 071221434 fn ��rlriq-HACO7N0r"rrO30fSc6n'ID ERER102r CORIRAc7tIR E'l8tn SI 1_15 VexvLan: 16,0,024 01 R Rr 7I0:HI3p1Ati5BWYY gp71rI WIL6]NGOLV6\Eii.a.�0 rR1SSpA6TIPIEYIZW 11O7 PRANLIG,A. $pacing 24A in. Drawing: H� »nl•'v lrrSi n•711.Y/7 frMN.:111N)nAlr,O M..YIp1M Tfla Yy N r1l VliVnfi.i.R TG'.IK.,lYlxlM -4 Rctbhs Er4nerrNg Ic6Tjifino Pfus-9 681F2C04 Version 7r_VI0M 2:•St17 PrE Page 1 d2 It t]/p9: HIPlf Span! 380800 PI-Hl; R Left ON: 0 P Right OR: 0 P page CIFOM-CURRY ASSOCIATES QUEERSB1URI BRANCH Q -4 lOFH0.7. Israrns '. 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S01 p,Cf -f395 0.:19 0_U 15 3.0- a-C 7t Tlr 11 O 0 9 0.1J J2L V-2J a H 21lT C iJ90 -0 '1 .215 -J7a1 ,1.70 0_a6 I5 .7" 1-11 31 3l S'10 C 0 0 A 0.36 a6 LQ of-H a 9 2193 C 6 -L655 V. 9.W -f65a 0.At p.all fti 3• 3•` H•f1 S3 194>. 0 0 0 0,05 06 v-9 73 0 223 T 44" -2p12 a f.06 -alb 0.11 0.49 06 101 0^ ;41 a3 139 f a 0 a 0.17 It Fb 24 63 T 0 0 v 0,92 1l ."died tlImd a-P 11 D9 3r14 C a 0 C O.M OIL Ay 3'J 125C -:a27 -75JA Ito 0.9.1 -1542 0,1s 0.35 a9L 0. 7^ f.31 23.9 2679 T 2fil 403 o 9.11 _2611 0.3S 012 FRL 10• 0- 31-31^'.,a 0"IX,M>•r�ldls_'[f.aTC. t-' J-7 19 1, 2F.T3 t -dal -63T 15 0.11 RAO 0111 0." no 30.Q. La F-At 19 C 3620 r 65? -0a1 O 0.It -6i7 9A0 a." l3L To•O- 03 sl• 103 3610 1C 7 Ia7 -.1 9 9.F6 -573 12.11 0:1'i 0a1 La. a1 OJ P-T 21 B 2)03 7 STJ -660 IAn 0.3J -6." 0.11 0.66 014 10. 0- [j1 s.R if D 2137 r 959 -136 0 n.6i -f60 0.13 0.77 92L 70'0- Y s]-R 1T 9 9k1 r 13d -633 143 0.41 _fiN G,w 0--a I'm J9.O^ K-i 10 A 217a 3 539 473 55 0.f1 aS5 0"11 0.51 I.T. 1.0.0+ A C-P 15 6 2620 2 -675 -2439 700 0.41 -26'3) 0.03 0.77 OM 10• 9- F-.. 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F1's1 tJLs of YIM tl RIOC2 9! vw 0M as AVM too-,.emw 7010 CAM 1S 1T021l016.ORGY W-M 9.•T3.11 f9LTZ : 15_91 171a$L STpl99 31:10M.a:go.0% LVl91A S79i9d 31f31a3_'0!I AC.n1 tiaPrQi%M1 ZNCC fbl 6p.01 l;lei(BMSA Da'J'fiad M_OL M&M atJ9n1 TwlYn. 15.0% Ir..M a-is M-&U7 ",,$ 7L1!1 51^JU I1irJ7.J.�; 1i31 salad lA!S:L9 iK9,a1_TI W.G. PIMM 22a01S 7LT]I!] I 60.6a JTAtl 60441 ILIML n: 61.0a PLI79r VTffi%2Z7TJ : -T.01 KM 575'[G I11S1116i: J3.01 1%at6 2770F93 Jalmal3f;: 1S_OI G VJlU]NO EM CO:a•1.76P1 ICRDIYB. r-m aM r217! TD1R111C LPl! 1 M(P91t EO103110 Live CS1D LOS2) 7:04p a2 14a% to"Omn I01vIIf7 Llal! ra-Irial 16L10i4 3dLY "Up 17539 V`v 1." 59.0 10,0 l9P C" W.P 9.0 mp lim 59.a GA 3"CID $0.1 6.0 =9 q@ 5a-0 4.0 I a.Cw 54.0 1.0.1 T1p.. a0.a 10.0 U a if um OA ]a,p *JLL p,0 f.9 lr I GO 0.0 5A aCl a0L 0,. 6.0 wx em U.9 6.0 0-00 1.0 10.4 371f ZRO 0.0 3.3.0 19T21. 50.0 20A l;.d [IiUL 50.d ET.11 70.8 17ROL 10.0 1:.,1 70.1 T0915 59.2 12.0 19.2 TvO 59_9 22.0 TDA f0cm. Sf_o TO..2 ".a 7pfN 61-9 20_0t- !44P'Oal[SLt'allrw F1L73?ILl/9: f]!0]TLWic 1SAeS7P149: 3UUM10 1: Jox M71i1: fM7FTTCa9c (� tT 911A4W Tr30711 ,IT ODDS WllITi L-Q 7.5R 6.A A-9 -11.eF 6,0 A-9 -70.01f 6.0 A-0 il_M -6.0 JF2 ".1 1D.0 2-1; 6.0 la.f 3 !H5 IV-J3 Ii= T-F-11L 9-B 7.5A' f_9 0-D -Il_3Q 6.a 0-8 -Q Iar 6.0 Q_B -11.111 6.0 3C 96.7 30.0 3- 0a.7 me -c (� 0 10A6 3-P P r9if S-a B -^•.0..1C 6.0 1-c -20_r,p1 6_0 3; - -1C-AA F_0 a-C -ZO.14 6.0 Gn 0.0 30.0 C-0 60.7 10.0 fI, c-1 -f1-40 6.0 c_ 7.514 4.0 c• -Ia_w 4.0 i•-A -2a OT 6.0 OOtemrt CAr2JI-A NOt,.rwY 47fMaM A-b -It.ai 6,0 f-n 7,SH 1.0 a-O -2,01 f.D i•U -•M-11 5.0 is TM WTa VRf71 @RStR aC 73t VIM YTRT VIUM Aro -21,aR 3.9 V- -2o.mr O.9 A-0 -29.aM a.0 ,y-O -1o_ap O.D met 1J13 LP-VA LOA r- A7-ri --� 39paP&T CRITi1T.A 1Clpg1 C2IT2A7A 7-P --01 6.9 7`0 -70.OM 6.0 0 @Df 0 29a2 5-S 0 77Y 0 L3TI J9 Tat L3]PS •6311 AITTD 1a TIPS Fd't 9Iu ULD" 'WKLTT OT11p71A CoUPORT'a ZOPTA 7 RU11a PAR 0 1671 5-0 :' 1Ra1?= 0 2942 O-0 r• llM LW n;-ix IM, LCO Zw-.= •PI TIPS SM VIAr 1rto" A W" 71u13 YfaT Rim ty 0 PIA -aid ,1H d-0 0 allf ail 1a1 .6-a SM. W. =-/z um Im ix- J. I-ASA 0 iff 0-a P 1590a Na 9 111 +-a O 9'W 193 -3111 1•a O ;VFW -107 -19S 5-3 , P Jw=HI71 O -116 a-f p, IIP116 ALII 0 -119 5-9 T D ta7 m Ul Y tl toodelsEay-Oa3rinq�lnr•7CIS�.ai-iuxro@ilpB•?.h04yemtcp16.0.Q'bfEa�eNng2ZevievlQlasi3.37tL?l�C4aZ:5£17PMPame2d2 - Yuanucy: LX Typo: SP Span: 380800 I'2--111: 8 Left OH: 0 P Right ON: 0 P PcgA CIFORK-CURRY RS80CIATES QUEMSBORY BRANCH IS • ATdr P wmz CEnrE EO CSI UIEE EOAIDBR Id4'nu= auwnwt Jwa[TmRM-Vmc?108S. cowm0A Trvas 1rOTS-4: an JDTNTS BI0m. TOP O.SJ 2a r SPF-02 TOP CHORD - bcttrlROQVS JT At1AQP ACT W=raq RID Total neaign Loads Cp1fI L. MWSSBS M UPAlTQARD 92- tl IT PT.A?R Sim x T ATM 0.70 2= 4 SP-01 BTH CA0110 - CCVTSNLX= 196 221-SE 114-99 TC 137.6a A to 1.37.de H SARATOGA6 LUMBER THJ DSRS A7, A L.04x 6.00 4.60 3.07 %%S 0.75 2x 4 02P-Q2 6 3041 5- 0 4- H n 137.69 R to 237.60 C 7. RNPIRICL ANALOG IO tl080. H 7.00m 0.00 2.90 3.50 SI!CBPTICKS: H: 3047 5- 8 a- 0 TC 137.60 C to 137.69 D 3. WDID ILWnS -AHSI/AHcH 7-99 d C 7.00s 8.On 2.60 3.50 711 2x 4 SPE-02 BC 200 A t0 20! C TRUSS IS DBSIGIUM A9 A p D 4.Oom 6_00 6.60 3.07 84 SAME AS 51 UPLLPT [O1=AT BEARtIWS DC 209 G to 20H F bm=wnw-ron" RED 8T3'l1m A R 4.00x 6.00 1.10 2.0E H2 2x 4 SV-02 HRO (TILER: nR0 UPLTYT ®C 20e F to 200 D FOR EXTERIOR XOM IGL2►T[ON a 6.00" 6.00 7.34 Cwm 111E HRM M R2 LBS Le$ AC 200 it to 200 D HTM SPCED - 90 14FHf F, SS 4 AXIN 6.00 cm 0.00 G 325 B 325 Imm ROOF HSIOB'F - 25' UI J 3.UOar 4.00 1.54 1.60 I=88TITIVS H6119DR 211CBZMZS: 3OWSURS CATEGORY- C ' ➢' 7.DOx S.00 rNTR 3.11 PE 13.0E Pf 0.04 PC 0.09 DL4•LL DHSS =' 0.54- AT P OCCDPAwer FACTOR- 1.00 LN4 X 9_00x 4.00 1.54 1,50 LL DF.FL=0.40- <sm-SrAN/360 TIR=5HD ApIIAWNG. S3 4.00x 6.60 CNTR 0.00 OTAL16 HM=O.SZ^ ET D Tc DBAD TURD - 6.0 TSIr H 6.00x 6.00 2.14 L:N7..R L1.DHFtt (CAM = 0.02, S C/18Q BC Dt1D LOAD a 6.0 t8Y G 4.00x 6.00 1.18 2.06 6P.A8/H1sPL COLtLL) - 7HO A. RO00' Saw TOM PM ASCs .-90 GRDOHD MWK LOAD - 70,a 13S ill RAIN L ZD h-IY2 RE¢'D THROArM418 FACTOR: 1.00 Ol TBSRIOSL FACTOR: .. 1.D0 ap EYPOSOAH BA.CTOH: 1.20 UI Ito 'Iu0 23t5 7a:8= Tin 6-14 j», LD PA.C=O,H4,1.2!5� HE 4 14 H T2 4 C gg 4 5. BOriDIRR IMSI@i8R LS --- A6SF011` zma RDR 20690ATR P O Rai T31J V DPSIO I OF MUSS TO mw- 4=4' / \ 4.4 TI.M CCn1ECTIVN WEUCH ENG P ./ W It NX6: AT rA I'3 0.61 rumU13 OF 81 !/ 147 8 S2 ur=E MW7'E21ENp 1x IUUM& 6. PREVENT TRUSS RDTATIOd7 AT H�4x4-. / ``� W 4%4 ALL BP11mm LOCATIONS. O f N r'ifi S 7. Aucl3m TBOSS HER A TOTAL S-10-3H' E7 W4 PORF4RPFAL I'm OF 420 Us. ,ram, A3D 72.J33DJ T31 9. PROVIDE DR1.WCH TO H4 '�S 3ar4:: 3s4 H9 ` \ Bx2. Pt3HVffi4! 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LQSPIRICAL AMTXQ IS 48ED_ B 7.Uls 9.00 4.00 3.5U r 950 5- 8 1- i DC 20a A to 290 C S. 7Ma LOABS - JWSi/ASCS 7-99 6 4 4.04a 4_00 4.17 3.44 REPBTITIVB MAMU XW-R 9S: Tia799 I9 DSSIGOW AS A 6 se 15.0% rr 0.0%, PC 0.01 tDVXWT 761110 AP BRARIII03 MIN HIND-70=rim SYSTEM A BRG UPLI717 am MUM r9R 7D14ERIOR mom LOCATION rM LIS ➢FIND an" - DO two H i 340 P 139 bean amp 7BIIGBY- 25, CT . - E2206M CYMEGORI - C .. DULL EBYL-0.17, IN A-H OCC4YAnCY FACTOR - 1.00 f: LL MIFF,m O_Olr• C ARC-SPIMI/M ENC1,00M bffil1SN6_ . lS LL bsFL {Curry - 0.041, c VIRG re DIRn Loin 6.0 Psp. 9VARIM10M {DL+Ml a 663 MC 1)"D law 6.0 pSP 4_ ROOF M1r LOAD PBR AS= 7-98 GRGAND SNOM LOW - 70.0 AM U TAIB%am wt. M-0 F" INVORTA"Ma r MM; 1.06 a Ix EEON 4 14 7Ho-- iM 4-14 : i_2 u (SA. AMAL LD FAC-0.76,1.25) r- 5. 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(J D-L It B 36.1 6 -2.5L SM .1.n -1164 0.s D.6S 16 10.0• 1-C i B ml L• 1045 3"A t6Q R.at 36N a sz; 0..3a 6i 0•]• .Wma 379M NU=g39 laaat'1 sctm t.A[•iTA1Aet86KM mm AC3170:Ar 1J2a16Y PA219 .FP 6.ap 71, 151.E 0.63 1�1 72.0a 1l-Y 9 16c.� O.fC !D I2.99 16I,V V.I1 163.E ..It 1-C 96.31 131.0 0.6E ~ 0: 0JW.am is O.17 Hall m 1 NW=-8 �• IL Dr9a T9 0.l1 SAY At..a7 0 a 0401^ai0"Mg I-.O41 19 0.01 DM AT 30D1r C Sv"AM TrApr 7 Lew CALL 01 0301 mm Krr It"aW a2 aas"MU Up.GSSQ 93 WM If AM=L 00 p O_6 94 UM 11 MDM a DIM LASS IS An*MOM MW la.CAFS 96 A010 tau6L 109E 6 i aOeR sam.2 neca 6: 19.01 MMMM smis il►9R."t 60-06 =MMR HIM99 LAM N_Bi IEWaR D1l[91 YWFMlat_40.04 LAB@ 0rnns nlCaL : 0.00 UlAR S99083 IMCRMQh IS-O\ iaim swam IIMaka:1S.0t � 71A1*WKMI Dt XPIU 1I1 IS-03 16I0 iCA29 11 60A1 10A-=ME 1171.19C 1Aa0 _ 62.91 71AU 9I WM. 60..01 RAYS 9DI1I9 DMMM: 60-41 aAM I1969R 111n4Alta 15.44 IJAaa 316tnI MCIS 15.0► IC60p0 LLl1t UM 199rI ZMDv L2v9 D1:M PM Zr-%M)IC rrt Lw leap] Lr9.CM Tsw CIM 1O9P] 1a"Im zm DUD 127r] Rlaw" C 44va o1AD Goal IO*= mm rYAn Corp 10r® I7-4 M. 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NMI -.7 b0T9 LA.1T /Ta AI ,A1Da1 T Tt96 RYE Swm•0701 .10➢SOtr c-s= & ACPP0a1 Sa1L[RIR SaQ Lag W-mot IRS I= ]9FSX tdv 1$0 M-IX Jag las ffiI it TM Ron WWT VRAM iT Vm oft Yaws 0ID10 2 #IN 0 an 5-0 I pin A 160 6-a I PM -169 ►9 1r O ■ @A1 149 fa 5-t vw ms LR-1X sal SS7 M-SR I ncox 1ffi 0 600 S-■ P adil-M 9 $50 5-0 r WI l 21;U 9 09 a-0 p >Ntt 1qa R S6 5-1 E 11N 71 -110 5-a L pa -21 -94 $- s ao"au1 0 -t9 5-9 r HSRL]1/a 0 -139 9-0 r. r- c r c z a IT RAaW ED17m f3]I.fnc la6ine PRY"5 l9W7AN Vanlan MUMMIM21 PM Pag 2012 1*ype, HZPF SITaa: 380800 Pl-91; 0 Left 0)1. 0 .P Right CR' 0 P page CIFfM-CURRY ASSOCIATES QUEENSMP.Y BRANCH C ALL YrhTBS!BRED CST 9185 LTIMWR LATERAr.BRACING! MAxrmM FRACTIONS: Canaan Txu n HQTBS: 4R J0311TS EM=T: TOP 0.5A 2x 6 SPP-12 TOP CHOBO - CU8.311 wus J7 Ia9her ACT HID RSQ ti2D Total Oeaign Loads (PIE) i. TRVSSHS 10114L1=TUF.1CD 13T - N JT PSATE Rise x 7 KT•Lr 0.29 2:t 4 9P-91 Ww CHORD - CmttFmwm LJJS lief-sx 1N-BY 4C 137.0 A L. 1367.6L 8 S"-Alzom LUMBER I.FADsH. N A 4,00% 6.00 4.60 3_07 ai1S 0.92 2m 4 SPP-42 1a4 U[P.IIINGOUS LATHIUat.R8EC32W 0 1111 5- 8 1- 4 TC 137.60 8 to 137.68 C 2. EMIKICAL =nnum is vmw. ` a 7.00:10.00 3.25 3.33 8x"PTIMS: A7RACHEn NT171 (2) 8d NMLS r 12l2 VIA N/Si TC 137.50- C to 1.37.6a D 3. WM DomW- IMSi/Sate 7-9R N C 5.00r.sJ330 Cm 2.70 HIM 2x 4 sPY-92 RACA MRMnXR 7i2XR8•IADICAnD AcotrTiumus AKTNSHN I -8 BC 202 A to 200 D TA17.99 23 Dmxcmn A9 8 m n 4.00. 6.00 4.60 3.07 51®, p 2069 5- 0 3.- 3 mu DID-FMIM RE9 sysm3 � REPaTITIVP1 imm it .D;cRYu;41g2: MR EXTERIOR SM Ii0C321M !•A 25-OS ST 0.O4 1u 0.01; 9=GV E`,'A3ti0 AT ZZAR1AGS W-'Dw 9pm - 90 TOPE F, HR,C UI TH7 am [7MF'T REMN ROOT HRIC" - 25• (m Lbs Les RIPosws V-%TSG as -c .. ti 12C 1 -A 163 00CMANCI ne-TOR -• 1.00 N P 151 13a=Ww mulADMU. ui TC tAM L01D- 0.0 PSP ¢+7.FLL DEM- 0,17^ Ili 13-C Inc D ID Lcia, m K.0 PST' LL D1SPL- e.W t ARG-•BPAti/360 0. DOW SHOW LOAD F31mt"M 7-98 LL DAPE {c&wT) m a.c2' -c C/1S0 BHOQNa 9dm If=s 70.0 POP (A SPAm/nErL {D7.FLL) _ ?99 FRIH W&D [till FMQ'D r' IMpc"AmCS P'At VOR: 1.00 F]Ol T98L IaLcim'- 1.d0 � XWOBURE PAMOR. 1.20 (wjl CAALrMMXL LD 13�0.Fi,l.?5} t✓ S. Bala Ei1Cit HERRIM taus AS R&QUImm To T1 wum To" h, EjF s.a ,sue: ,a •F.a TRWA. 93`ZtM,�t. „=[oZ wr S. EOB.L?70tMTA LLOMD OF T410 •a.�: IBS. Ala •tea .Tal sn- 3!3■3a A6 9 II r W ri •].a.. al a ff / IT a-i �• a]t- u-a a an 3$aae 5.1-- �.tr k $ •saa ,?. n a:use •z:rt• D r x r •zYa .z.a-•'2,N: .tea I� Ag ■•sae !il R-331a •tea" ha .2 a.. A:larf4 P o: azc v, ssl r333-3.0=�,``R"`'e-v�:-s_-i���-zr-s=,--#3Tr:•saal= �-1-rat 3 ,..3,Am;r mm 3A"zn � y�y r,y R1&4VA 20 P.Oim= Mm. e3HABRAL mQmEs elm BtB@ol.a 31mT MR AUDITIORAL S9JSC11?TCASIt=, RabbL.- Ea 1me[er5n , I7-¢./ftIA-1% P1179" APPRUT. TADS$WHIGNT: SS4.6 LOS Sr_e1tr; O.Qd3�• a 1• ROBJpNS UXK rta.,d■rphb]Jlft6 pdr.xzrl-A$154 AdM.-A f:Mr 40dull b, lC�b6ie E,g,Ca.bn.so rtvDf. 1>'rEr,Fx[mai.edtmap.fittl lotiopnt ��:f�- ■pp7nlawect■[D•w••FtrO171 raeE1■mLCtEGfIEt pYfantl4df6.wa Glltrsue bl {e¢w.m[avas Lr■¢ia(Ha1arN7tlRJl ar pnMlWNbd•eYmn Phr.r•rHty 9liN IA,1tLCA�Y �1 Df glgner: J0211 PH1USt`1sB dot%.tO vdEmmsi-MLW NMr.pb1r.W by.',-..1Fah1,L.p[.[w- IHa6•�ulhis'tl5■Be?�IGdimti l4[wulo S111A Pnxa..mdgt.�oan RC 11�s 50. P 8 8! C 9 17H Ct0f: I16 A38TRM l'`J' ,M1., `.{{_, MnI1dwMAIBeaMe.hs,6niroora6�=t[hePrlYwdf«SeeIIYeNwa4.aR«�ua e...nrrr.[o-,QesPrnr�AF.arms.,n[e+ePropreree:■aacq,4o.Pw.e� r�:' - b �: [.F6•rs*a.n.sc[ss?,tiss.nhaame�mn.4Axdl .wr[cc l"6urapvau IpKiO�soE'daw4ai■r'.i}n fSAlO Fe wlsn mpw,ta.d pa�H■p6L.eihW TC Dmid 18 Pet Asr:Lsw r: rJ . v ..true[ewrnd�n..[.•a...�.r,cat:.■.ner,[.r„l,.,e,ue,.[.r+r-,mrd..,e�pc.l salr.�saPP[nt,oa„ar�[�s.r.,t.ner.are.n..b.•e.stAi(t,.a.y.x<Frt,em+i®ram ttC Liv,u O pae DDsignari: ,rl7ra prutwmneRr2ldn,[3'�i•b z■d pYoee"iP6 ■wx.pnN•'�(„••!^'•i•nct r6rs�e oF.►�aL6ger raid n[Gveyro/a[iratf.tt N[Le repm[161![�.CoMnM ,� D-vad 10 sL Rea No. J I .ro^aewrm.euagiospm[fora.arr�-cwaea.r■e.r-...are,ragrnl.t,r arernu(t,l[�ndnrmfaiannar�..a:.a,.,.�.,.,,e«e....[i6.«mrd.,.a P f11 I{ Total 78.9 psf Bay Dote:ItroAJ"n..[p.sp<i t..snrFfg►esrwllroNeuo,.r.mvroaa'1'.use.[tTB n dtaeP...ywe..a....ate•aaFeara[m[w..+r.me[amlmrneaxr..r Sardaga Livaber Trabr, v aKLD ftipChkrf.pr1',.Old Rur[[n t'd }y.som.no[ri+ XuAbor SI 1_15 Run vat": 07/22f04 t1INIg511 xt7[!CY OPTRIS BFS[(8/'iD6RlCIfCH lY7N[A.atTOPI Plate sl 1.15 Varian: 16.0.024 r`I 1(l47[IE AiSM]ft9rR[F.rTY0577rT.BL71DRiGOE,J�,l•IR,L`t[7TR IKSSAR iORflYIEWTA1SUt;N7r1+.R spacing 24.0 ia. D-awing: r, vssrsv ruei nor.iHe,unnrnu,i,n,ncmyna,.sr,]rrrr,rr aw:arrru.,.■.K Tmncaa zvn,rtA .� 1o1•Aina6wji ead■g.Inubndne Ffua"'O 15c1d-20Q4 Versicn 1Fi0.Ot?4ie.gmMring Ravanaara,ing 7fi220W x52:2:1 PM Page 1 ot2 ---vim C J{: Ai SVal[tJLty: 1 Type, HIPP Span: 380800 Pl-H2: 9 Left ON: D U Right OH: 0 F Page CIFONS-CURRY ASSOCIATES QUBENSBMY BRANCH C 110iIDt1 1'E�� � N pall i./i. 7 14111% W2" 3as.2,JM N w2m caw- u1Rn1L 3Ou/ NA, r bells A1:2301 W. NAr K µ1ZPl VM -� Lfi" z � MR 4-!r® I" .W1M! SOlnl {4 1D-r_ to-1-JD.P. r"Ja IWlCZ1IC 9RR mWvca zA0 .AlIR aar" 1 i JA.r. 4Y1A! 1Nm e2wi 7 n] A-S 13 a "J,7 1235 -0212 300 0.it -5212 0.J6 0.57 1s SO.0- PK S7 1151 C O D 0 0.14 IS , Is TJ6C 521T -33L 0 0.00 -S2T2 0.46 a-45 f5 6.1• J-K 26 a21 -L 1]A IOl T 32J -gist 140 D.N -J4/3 9.41 O.J3 1S 10� 0• L-I N S70 C 0 n O O_53 f3 L-7F \O 233 C 46a4 11,a O O.N -4644 0.I[ O_JS IS i']• I-L if 7J0 C 0 0 O a_3n H AG-a la D SA C -1199 -1N3 Ss a.61 2919 0.2E 0.27 as I.D.0• 1.-P 37 3l Pat 0 O 0 0_04 [O& 3-C 11 R 67 I'. 1KSf -1.17 SO 6.91 6943 0.57 0.55 15 10.0• MD 43[d 643 0 0 0 D 0.61 15 L]I C-Al la A 291 s "4 1.36 AO O.U• 2733 0.24 a_i9 tla So'0+ n-s 3%a7 Y43. 0 e 0 0.14 wm .V-l4 3 a 124 c -I[T3 -4732 110 D_00 -4137 0.42 O.aa if to-D• 7-C 43 at an C D 9 0 D.m t6 N 1l-04 12 0 164! 4732 -40'1 a 0_04 -4137 0.42 0.45 01 to:0• 7-w 37 71 Via C 0 0 O 0.19 m L1] 99-8 J T. ti C Z" -�5152 100 0.00 -5959 0.46 a ad II 10•a• W-K 49 730 a 0 r O 0.70 16 ]4D 11 O 332! M59 -1279 O D.IL 3z50 0.J6 0.97 !i f1•*' 0-r Il 93R O O O D 0.91 /6 Fr M W T O 4 0 0.67 13 Di01P0l4 C3AD H-i 17 1IPt C 0 [ 0 0.71 16 Art 3 11 2T9 0 -21In -1501 9 9.00 2110 0.22 0.20 95 G. I. CJI Od 151 Sit 7 1501 19 O %.no -4501 9.21 D.21 03 10-0- M. IDIZI N@.02.-M IOLWI.,2r0- ♦✓ I-[ 19 z 541! -.1A -932 1RD 0.01 -532 r.11 4.21 i5 10.O" 00 !-3L [3 S9 172 TD 0 0.ui -632 1.11 O.J2 IS V 3• Cp It- 13 O 119 r -23 -{ O 0.01 23 1.Y1 OA4 f4 q•z^ 05 4-L IS r 239 T 4 -3 O 0 A4 -! D.07 r.94 N 6. A 0 3-32 15 g L73 r 1 20 MI O.0} 21 OAO 4,03 If 6. 1- F-_+ A D 4➢ 1 2 -A -021 "a' D.00 -3't! 0.11 0.11 IC 5.3• F� R-+7 19 2 530 3 422 5 a [.Di a03 0.11 Fo is a S13• -5 -1{73 106 a.-n -3476 0.20 f-a 3 a lie r_ Ills 21" ]00 0A0 7145 0.29 a." K 6. 31 8714AA R772.Ts 110[.7119 tatox 1Y.1101L XLD3+ l HLilA /NA AC3%T..• x 3r 130 A-R 73.79 161.0 [ IS K-13 63.10 '11" a z! 31-l. 60.32 161.E O.1T 4A6 56.92 ISLA OAT 16-0. 5LI7 imp 0.34 9-C i3.36 ic1_o 0.52 C-AT 53.72 1lZ.O 0.]3 A?- G7.57 att_O 0.47 w-Sl 60.3E 161.0 0.37 A-lJ M45 1i1-0 1.30 wo 13.19 LILA 0-45 A-0 40.14 730.0 0.20 Pd 10.57 230A 0.83 a- 1R1D 230.8 O.44 I-1L 37.02 MO 01.20 SL-r a.40 1,, 0.10 r->< 0,63 M.O 0,00 L-!2 Ns Ii1_0 n-10 ---O 21.76 73D.0 O.OP HNC 31_I4 720.0 11.90 C-P 20.36 239.0 0.00 ?A 1;7.It 230.0 9.19 .LIDO l4TL 37 ■.11 41Vf Ili 307O1Sd S-C 1S am F!. f.01 13PO1 AT,1n"m 7 M.LL D19i12 T lad" 15 O_Ol II] m a Lm A7 ,45ma 1E9 uAD414'. ~ d 11 T).cp Dst:a11' 1pv 1•J116 R 1LDa fAO137-01 z060 L-/3 AXED I/AIDst L LOAD CASH fJ ]m1D 1/31I0. s 1OJa 44CJf ff 2040 ME. SUw 60JJ1 9 9 m1m me. a..S ZZA=J EAn13i IAY'f14j =.at LT1fM WX93]m=Azc- 60.01 nwz m4i!1ImJn: W_Ol mm 1vase D1'Txnz 90_Oi 1.11HK at9399 W-7,1 : L0.a1 lA1'J$J91d6I13ULA 97:19.0% Li400o1 911Q6f 11rl891r•2-4.01 --I lLYis SA404 LIIA']4, i5.o1 I1.413 52P.I95 337i caw 60.0E mom 2 WL L oa;B.: 40_0l mw 88W9 LnV10[: SO_0i rL�allli0 x 01t6: 60_0[ P4175�109$OIOImum 15.01 JRJOS J79SS1 N[.m 15.Ot [] 1FrD im 59.9 !w I73z'1 WPcm. ae.9 D6.0 179P1 1A•LIDD IAA 04..0 171C1 l411DLlP 58.6 n1C g7I7} 7M0[M7 1:IL* t5 I1s71 1111"vaD 1aVr w-3 IISY 1J1007A LNt /l7J 119r1 1J1 lt'2'91D SO_9 IO,O 70V C@ de.9 6.0 T02 tlm 6R.R A.0 70P JaD 59-9 i.D f0'7 GD S3i 6.0 10•J Ci0) 51.0 Y2.9 }V7® 5e.9 ta4 t>a OA MI) ]1a[C110 OA 6.1 Rn 41at O.D 6.0 DM CHD 0.0 9.0 O am O.I 6.0 Ea4 tam 0_O 10.0 Ozf® f.0 la 0 3-1 a IRA MA 10.9 vim 51.9 14_0 70.0 I0r16 59.5 12_0 70.4 lOSIL 58.0 12.0 70.1 1r7A1 50.9 12.0 70.9 102AL 59 a l0_O 70.0 sOvr. 57.9 20.4 =.a 00l1ca4(AIUJlI1L 19� Da[RlOR17 s1C![Tlmilc 1�AT10tlS: >s.L�S3010: >wt>P1E199, r ar Eft arrl 1'aN val]D L-16 r-3p 4.0 A-Al -11" 6.D A-w9 -20.FR I_O A-t[ -21.R1 i_a -0 ".1 19.0 A-7 0.0 10.9 Z1 300 LEE 1H-SX 316-3 7_9r 6-0 .1C-D -11.Rr 4.0 A" -20.er iA At-Y -11.w 9.0 we 66.1 10.0 D-O 64.7 Ia.0 WI$ 0 979 9-1 0-C -70.ar 6.0 0-G -2CPR 0.0 [L-C -20.0r 4.0 0-C -20.01 [A GD 0.■ SLI_O C-D 55.7 10.0 m P 37RL RL8 O 902 S.O C-7 -11.0x 6.0 C-a7 7.5V 6_0 C-A7 -li.®T 6.0 C-A? -20.A! t,0 uv-s Q1I29sa. 0929MT[Ol1Rau [1]4[]103 W]=TWO.11R1 I 4 3 A7-0 -11.1w 6.0 A7-D 7_5II 6_O A'J-0 -13.011' 1-n A7-O -2&.OD 9.0 .lz ZIm max 41AS rm1R 2r VIM n7R1 V1 H.m PIP �C9..tK 5.9 P-0 --mm 3-0 -20_R0' 9_O A-O -20.mL i.0 1JJ4 1a0 1H-SI za9 last M-S! 1 .mLOrr 0110m ?]3/IC"III1KR•.LL 4-D �20.OL 4-0 P-D -7D.40 1_0 C Im 0 1111 5-R O P39 0 25! 5-- jr 0 Yt-i'0 FIM VEIR 77DI19 ar 1T011 OJaf V9RI O7D7n "P My CR11@A 10a--aLr Cll3aarA P 19=R[R 9 ma S-A P OOLti WS1 0 10J9 5-9 70 f]L4 1aa le4-.R Lltl 7$9 1]-Q aS TYPr 9a1 TmC Mm1Lr Jt i1P1 1i117 70 '1W r[7lllz CaRI1fIK09 3DI791y1 a1a i 4 0 mKftl"A1®116b1 i0zl I Lk D!H -ua -1 5-R O PrA 419 113 S-0 1S7 Jai 1a-101 ma I" 1M-In[ P 7Wi 77a O -R 5-R 0 9'9a ma O 213 d-6 O !n 293 -99 5-9 e 2- -ID3 -l10 5-0 cvftRm m iz"mK mm z i a ¢enAa07s HS1P[9 a1Rt L A. P ;am� O -57 5-e t. ,1J2t 0 -I51 5-1 QIl'S4fR•O6 ORlrffa.LLala L 4■ o0dsm m largm 1-2113 3 1 r Cl l m a7 ;06ha13 Engrselvy,I%1t1nD1e Pf0511'�E4H&ZC11f YyglOn 18A624 EngjnJ31LY93 Review Ul9xiD3 7727/211312:52:23 PAS Page 2 d2 •:ti J-Beam(TM)6.10SerialNumoeh7003 06640 2 Pcs of 1 3/4" x 9 1/2" 1.9E Nlicrollam® LVL 'age1 Engine Versio:27PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION 'age 1 Engine Version:1.10.3 AND LOADS LISTED Overall Dimension:3 Ell . Ell Product Diagram is Conceptual. .GADS: knalysis is for a Drop Beam Member. Tributary Load Width:12' 'rimary Load Group-_Residential-Living Areas(psf):50.0 Live at 100%duration,12.0 Dead iUPP_ORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Pocket in masonry wall 3.50" 3.50" 2687/598/0/3285 L4 None 2 Steel column 3.50" 3.50" 7159/1700/0/8859 L5 None 3 Steel column 3.50" 3.50" 6928/1493/0/8421 L5 None 4 Steel column 3.50" 3.50" 7010/1603/0/8613 L5 None 5 Steel column 3.50" 3.50" 6166/1320/0/7487 L5 None 6 Steel column 3.50" 3.50" 5138/1084/0/6222 L5 None 7 Pocket in masonry wall 3.50" 3.50" 1981 /434/0/2415 L4 None ��pF NEIti Y See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L4,L5 G; QO KElTOX i��a Opp )ROJECT INFORMATION: OPERATOR INFORMATION: ,!,. -;.: Lu Currie Associates Inc. Matt Cifone c, '• ' ►ti a 2 Hunter Brook Road Cifone Construction Co.,Inc. O 0 6 •4 �G Queensbury,NY 12804 P.O.Box 684 `- 6 c v .� Glens Falls„NY 12801 O Phone:518-792-9242 Fax :518-792-3086 `J l mcifone@cifone.com opyright © 2003 by Trus Joist, a Weyerhaeuser Business icrollam® is a registered trademark of Trus Joist. 0 f� �� J•BeamR ) M 6.10 Serial Numr`h" 7003o 664 2 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL iser:2 7/9/2004 4:12:28 PM 'age2 Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED )ESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -4489 -3783 6318 Passed(60%) Rt.end Span 1 under Floor ADJACENT span loading Moment(Ft-Lbs) -8438 -8438 11775 Passed(72%) Bearing 2 under Floor ADJACENT span loading Live Load Defl(in) 0.203 0.319 Passed(U567) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.236 0.479 Passed(U488) MID Span 1 under Floor ALTERNATE span loading Deflection Criteria:STANDARD(LL:U360,TL:U240). Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. The load conditions considered in this design analysis include alternate and adjacent member pattern loading. WDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design riteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ kssociate. Not all products are readily available. Check with your supplier or TJ technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above, Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. )perator Notes: :ifone Construction Co.Inc. '0 Box 684 glens Falls, NY 12801 C' 'P��KEITy�d O•y�'f_ ar PROJECT INFORMATION: OPERATOR INFORMATION: Currie Associates Inc. Matt Cifone Hunter Brook Road Cifone Construction Co., Inc. m ' ,•s.'. Queensbury,NY 12804 P.O. Box 684 Glens Falls„NY 12801 0 0 C, Phone:518-792-9242 Fax :518-792-3086 mcifone@cifone.com opyright © 2003 by Trus Joist, a Weyerhaeuser Business icrollam® is a registered trademark of Trus Joist. G / er �w -A%vrhaeuser Businm 9 1/2" TJI® 230 @ 16" O/c J-Beam(rM)6.10 Serial Number:7003006640 iser.2 7/9/2004 4:00:51 PM -agel Engine Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:3 12' Product Diagram is Conceptual. .OADS: knalysis is for a Joist Member. )rimary Load Group-Residential-Living Areas(psD:50.0 Live at 100%duration,12.0 Dead )UPPORTS: Input Bearing Vertical Reactions(lbs) Detail Other ` Width 'Length Live/Dead/UplittiTotal 1 Plate on masonry wall 3,50" 3.50" 359/76/0/435 Al:Blocking 1 Ply 91/2"TJI®230 2 Microllam LVL beam 3.50" 3.50" 934/207/0/1141 B3 None 3 Microllam LVL beam 3.50" 3.50" 934/207/0/1141 B3 None 4 Plate on masonry wall 3.50" 3.50" 359/76/0/435 Al:Blocking 1•Ply 9 1/2"TJI(D230 See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):Al:Blocking,133 r. �_b N�I,i,Y )ROJECT INFORMATION: OPERATOR INFORMATION: G'DPP a 0 f Currie Associates Inc. Matt Cifone Hunter Brook Road Cifone Construction Co.,Inc. C w Queensbury,NY 12804 P.O.Box 684 Glens Falls„NY 12801 �� L Phone:518-792-9242 �� 2 Fax :518-792-3086 jP mcifone@cifone.com opyright © 2003 by Trus Joist, a Weyerhaeuser Business / 16•/' JIe,TJ-Beam® and Microllame are registered trademarks of Trus Joist. 111 111 / -I Joist",Pro" and TJ-Pro" are trademarks of Trus Joist. •WIMP ' 4*WOW -A rho Business 9 1/2" TJ I® 230 @ 16" o/c J-Beam(TM)6.10 Serial Number:7003003006640 4:00:52 PM ,age2 EnginOeVersion:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED )ESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 585 545 1463 Passed(37%) Lt.end Span 3 under Floor ADJACENT span loading Vertical Reaction(Ibs) 1141 1141 2410 Passed(47%) Bearing 3 under Floor ADJACENT span loading Moment(Ft-Lbs) -1280 -1280 3175 Passed(40%) Bearing 3 under Floor ADJACENT span loading Live Load Defl(in) 0.106 0.286 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading Total Load Defl(in) 0.124 0.573 Passed(U999+) MID Span 1 under Floor ALTERNATE span loading TJ Pro 48 40 Passed Span 2 Deflection Criteria:STAN DAR D(LL:U480,TL:U240). Deflection analysis is based on composite action with single layer of 23/32"Panels(24"Span Rating)GLUED&NAILED wood decking. Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"c/o unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. The load conditions considered in this design analysis include alternate and adjacent member pattern loading, 'J-Pro RATING SYSTEM The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32"Panels(24"Span Rating)decking. The controlling span is supported by )eams. Additional considerations for this rating include:Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value:1.47 WDITIONAL NOTES: IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design riteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ kssociate. Not all products are readily available. Check with your supplier or TJ technical representative for product availability. THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. )perator Notes: :ifone Construction Co.Inc. '0 Box 684 3lens Falls, NY 12801 �E OF NF!'V KE1T �dAO,p� )ROJECT INFORMATION: OPERATOR INFORMATION: /�� n a�,�i Currie Associates Inc. Matt Cifone � a S r o Hunter Brook Road Cifone Construction Co., Inc. • Queensbury,NY 12804 P.O.Box 684 Glens Falls„NY 12801 0 06 6 ," Phone:518-792-9242 Fax :518-792-3086 mcifone@cifone.com ? (Z 6� opyright © 2003 by Trus Joist, a Weyerhaeuser Business JI®,TJ-Beam® and Microllam© are registered trademarks of Trus Joist. ' -I Joist"',Prd- and TJ-Prom are trademarks of Trus Joist. Envelope Compliance Deport Proposed New York State Energy Conservation Construction Code COMeheck-fi- Software Version 2.3 Release 1 Data filename: C:\Prograni Files\Clieck\COMclieck-EZ\currie office.cck Section 1: Project Information Project Name: Currie Associates Inc. Hunter Brook Road Queensbury,NY 12801 Designer/Contractor: Cifone Const. Co. Inc. PO Box 684 Glens Falls,NY 12801 Document Author: Matt Cifone Notes: 1 story wood frame building Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 6.5 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method,of Compliance: Whole Building Method Building Type Floor Area Office 2000 Project Description(check one): _New Constriction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: .Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (Y/l) All joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Fireplaces installed with tight fitting non-combustible fireplace doors Dampers integral to the building envelope are equipped with motorized dampers Cargo doors and loading dock doors are weather sealed Recessed lighting fixtures are sealed or gasketed Windows,doors,and skylights certified as meeting leakage requirements Component R-values&U-lactors labeled as certified Vapor retarder installed Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Nanic/Description Area R-Value R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Rafter/Truss 2000 38.0 0.0 0.028 0.051 Exterior Wall 1: Wood Frame,Any Spacing 1728 21.0 0.0 0.062 0.074 window A: Vinyl Frame,Double Pane, Clear, sligc 0.01 23 --- --- 0.500 0.520 window Al: Vinyl Frame,Double Pane, Clear,shgc 0.01 8 --- --- 0.500 0.520 window A2: Vinyl Frame,Double Pane, Clear,shgc 0.01 8 --- --- 0.500 0.520 window B: Vinyl Frame,Double Pane, Clear, shgc 0.01 30 --- --- 0.500 0.520 Window B: Vinyl Frame,Double Pane, Clear, shgc 0.01 30 --- --- 0.500 0.520 Window B: Vinyl Frame,Double Pane, Clear, shgc 0.01 30 --- --- 0.500 0.520 Windom,B: Vinyl Frame,Double Pane, Clear, shgc 0.01 30 --- --- 0.500 0.520 window C: Vinyl Frame,Double Pane, Clear, sligc 0.01 15 --- --- 0.500 0.520 Window C: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 Window C:Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 window E: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 Window E: Vinyl Frame,Double Pane, Clear, shgc 0.01 1.5 --- --- 0.500 0.520 Window E: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 Door 1: Glass, Clear, shgc 0.56 80 --- --- 0.500 0.520 Door 2: Glass,Clear, shgc 0.56 80 --- --- 0.500 0.520 Door 3: Solid 80 --- --- 0.350 0.120 Basement Wall 1: Solid Concrete or Masonry<=8" Furring:Wood,Wall Ht 8.0,Depth B.G. 7.5 1536 11.0 0.0 0.1.15 0.098 Floor 1: All-Wood Joist/Truss 192 21.0 0.0 0.045 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 16%better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consisten h the building plans, specifications.and other calculations submitted with this permit application. The proposed envelope system has been design to meet a Proposed New York State Energy Con onstruction Code requirements in COMc%eck-�Z Version 2.3 Release �E OF NCyl, CO �0 KEI UjPC T�r�d Op s �� l�l� L 6 a 4� Q 1 � � Z� �.." Lill � �.0 06F752 �C� Lighting and Power Systems Compliance Certificate Proposed New Fork State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release l Data filename: C:\Prograni Files\Check\COMclieck-EZ\currie office.cck Section 1: Project Information Project Name: Currie Associates Inc. Hunter Brook Road Queensbury,NY 12801 Designer/Contractor: Cifone Const. Co. Inc. PO Box 684 Glens Falls,NY 12801 Document Author: Matt Cifone Notes: 1 story wood frame building Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Building Type Floor Area Office 2000 Project Description(check one): ___.New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Inspection Approved Initial Date (Y/1) Controls,Switching,and Wiring Independent controls for cacti space(switch/occupancy sensor) Exceptions: Security lighting,building lobby/retail store/mall Master switch.at entry to hotel/motel guest room Individual dwelling units separately metered Two switches,dimmer,or occupancy sensor in each space providing a uniform illumination pattern Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storage, restroom,or lobby Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft Photocell/astronomical time switch on exterior lights Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2 Interior Lighting Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/1) 2600 2453 YES Exterior Lighting; Type(s)of exterior lighting sources: Fluorescent _Metal Halide —High-Pr. Sodium ls'xceptions: Specialized signal,directional,and marker lighting; lighting highlighting exterior features of historic buildings: advertising signage; safety or security lighting; low-voltage landscape lighting. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent the building.plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designe o meet e Proposed New York State Energy Conservation Construction Code requirements in COMcheck EZ Ve ion 2.3 Release 1. pF NE zq—b Vj I u, to ;lAl,._ Za Principal Lighting Designer-Name Signature Date(--- r ,I.?{• nJ 06 G'7"52 A �`t'FESSIONP Lighting Application Worksheet Proposed New York State Energy Conservation Construction Code COMcheck-1s7_ Sof fare Version 2.3 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type M2) (—atts/ft2) (B x C) Office 2000 1.3 2600 Total Allowed Watts= 2600 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) T8 3 bulb/48" T8 32W/Electronic 3 25 95 2375 2 porclein fixture/Twin Tube 13W/Hybrid 1 6 13 78 Total Actual Watts= 2453 Section 3: Compliance Calculation If the Total:Illouved TT%atts minus the Total l.letual 117atts is greater than or equal to zero,the building complies. Total Allowed Watts= 2600 Total Actual Watts= 2453 Project Compliance= 147 Lighting PASSES: Design 6%better than code Mechanical Compliance Deport Proposed New Fork State Energy Conservation Construction Code COMcheck-FZ_ Software Version 2.3 Release 1 Data filename: C:\Program Filcs\Check\COMclreck-EZ\currie office.cck Section 1: Project Information Project Name: Currie Associates Inc. Hunter Brook Road Queensbury,NY 12801 Designer/Contractor: Cifone Const. Co. Inc. PO Boy 684 Glens Falls,NY 12801 Document Author: Matt Cifone Notes: 1 story wood frame building Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Project Description(check one): _New Construction _Addition Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List uantil System Type&Description 1 HVAC System 1: Heating:Duct Furnace, Gas/Cooling:Packaged Terminal Unit, Capacity>=135 -<240 kBtu/h, Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist 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 must have 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-oft 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 Requirements Specific To: HVAC System 1 ] 1. Equipment minimum efficiency: Duct Furnace(Gas): 80%Ec 2. Newly purchased cooling equipment will meet the cooling efficiency requirements ] 3. Integrated air economizer required Section 5: Requirements Description The following section provides a more detailed explanation of the requirements listed in Section 4. 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 Avlien 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/Ii)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 buildings) 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. 16. 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 1.81A 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 commented) 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. Requirements Specific To: HVAC System 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: Duct Furnace(Gas): 80%Ec 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. 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Section 6: 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 Proposed New York State Energy Conservation Construction Code requirements in COMelieck-E7_Version 2.3 Release 1. 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 pr . nal shall retain copies of the test reports to be provided to the code enforcement official, if requested. r: ��UF r`IE�V Y p A KEiT' , V �C Principal Mechanical Designer-Name Signature Date ' �-- / pp O cc Lij Ui C� "�. 06 6 7 S10\4 J Envelope Compliance Report Proposed New York State Energy Conservation Construction Code COMcheck EZ Software Version 2.3 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\currie office.cck Section 1: Project Information Project Name: Currie Associates Inc. Hunter Brook Road Queensbury,NY 12801 Designer/Contractor: Cifone Const. Co.Inc. PO Box 684 Glens Falls,NY 12801 Document Author: Matt Cifone Notes: 1 story wood frame building Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Building Type Floor Area Office 2000 Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (Y/N) All joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Fireplaces installed with tight fitting non-combustible fireplace doors Dampers integral to the building envelope are equipped with motorized dampers Cargo doors and loading dock doors are weather sealed Recessed lighting fixtures are sealed or gasketed Windows,doors,and skylights certified as meeting leakage requirements Component R values&U-factors labeled as certified Y Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/Descdption Area R-Value R-Value U-Factor U-Factor Roof 1:All-Wood Joist/Rafter/Truss 2000 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame,Any Spacing 1728 21.0 0.0 0.062 0.074 window A: Vinyl Frame,Double Pane, Clear,shgc 0.01 23 --- --- 0.500 0.520 window Al:Vinyl Frame,Double Pane,Clear,shgc 0.01 8 --- --- 0.500 0.520 window A2: Vinyl Frame,Double Pane, Clear,shgc 0.01 8 --- --- 0.500 0.520 window B: Vinyl Frame,Double Pane, Clear,shgc 0.01 30 --- --- 0.500 0.520 Window B: Vinyl Frame,Double Pane, Clear,shgc 0.01 30 --- --- 0.500 0.520 Window B:Vinyl Frame,Double Pane,Clear,shgc 0.01 30 --- --- 0.500 0.520 Window B: Vinyl Frame,Double Pane, Clear,shgc 0.01 30 --- --- 0.500 0.520 window C: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 Window C:Vinyl Frame,Double Pane, Clear,shgc 0.01 15 --- --- 0.500 0.520 Window C: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 window E: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 Window E:Vinyl Frame,Double Pane, Clear,shgc 0.01 15 --- --- 0.500 0.520 Window E: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 Door 1: Glass, Clear,shgc 0.56 80 --- --- 0.500 0.520 Door 2: Glass, Clear,shgc 0.56 80 --- --- 0.500 0.520 Door 3: Solid 80 --- --- 0.350 0.120 Basement Wall 1: Solid Concrete or Masonry<=8" Furring: Wood,Wall Ht 8.0,Depth B.G. 7.5 1536 5.0 J 0.0 0.168 0.098 Floor 1:All-Wood Joist/Truss 192 21.0 0.0 0.045 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 12%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 Proposed New York State Energy Conservation Construction ere uirements in COMcheck-EZ Version 2.3 Release 1. A oln 4 Principal Envelope Designer-Name Signature Date i �E OF N, y KEIT' 0ell S,P ao `f• l `a 0667 S l P A TO �� Lighting and Power Systems Compliance Certificate Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\currie office.cck Section 1: Project Information Project Name: Currie Associates Inc. Hunter Brook Road Queensbury,NY 12801 Designer/Contractor: Cifone Const. Co.Inc. PO Box 684 Glens Falls,NY 12801 Document Author: Matt Cifone Notes: 1 story wood frame building Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Building Type Floor Area Office 2000 Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Inspection Approved Initial Date (Y/N) Controls,Switching,and Wiring Independent controls for each space(switch/occupancy sensor) Exceptions. Security lighting,building lobby/retail store/mall Master switch at entry to hotel/motel guest room Individual dwelling units separately metered Two switches,dimmer,or occupancy sensor in each space providing a uniform illumination pattern Exceptions. Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor,storage,restroom,or lobby Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft Photocell/astronomical time switch on exterior lights G Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted luminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2 Interior Lighting Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(Y/N) 2600 2453 YES Exterior Lighting 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. 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 Proposed New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.3 Release 1. Principal Lighting Designer-Name Signature Date Lighting Application Worksheet Proposed New York State Energy Conservation Construction Code COMcheck-EZ Software Version 2.3 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (112) (watts/ft2) (B x C) Office 2000 1.3 2600 Total Allowed Watts= 2600 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) T8 3 bulb/48"T8 32W/Electronic 3 25 95 2375 2 porclein fixture/Twin Tube 13W/Hybrid 1 6 13 78 Total Actual Watts= 2453 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= 2600 Total Actual Watts= 2453 Project Compliance= 147 Lighting PASSES: Design 6%.better than code Mechanical Compliance Report Proposed New York State Energy Conservation Construction Code COMcheck EZ Software Version 2.3 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\currie office.cck Section 1: Project Information Project Name: Currie Associates Inc. - Hunter Brook Road Queensbury,NY 12801 Designer/Contractor: Cifone Const. Co.Inc. PO Box 684 Glens Falls,NY 12801 Document Author: Matt Cifone Notes: '1 story wood frame building Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65,degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Project Description(check one): New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List Qua nti S.st�ype&Description 1 HVAC System 1: Heating:Duct Furnace,Gas/Cooling:Packaged Terminal Unit,Capacity>=135 - <240(kBtu/h,Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist 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 must have 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-aii 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 Requirements Specific To:HVAC System 1 [ ] 1. Equipment minimum efficiency: Duct Furnace(Gas): 80%Ec [ ] 2. Newly purchased cooling equipment will meet the cooling efficiency requirements [ ] 3. Integrated air economizer required Section 5: Requirements Description The following section provides a more detailed explanation of the requirements listed in Section 4. 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) t 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. 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: Duct Furnace(Gas): 80%Ec 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. 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Section 6: 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 Proposed New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.3 Release 1. 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. Principal Mechanical Designer-Name Signature Date Envelope Compliance Report .Proposed New York State Energy Conservation Construction Code COMcheck EZ Software Version 2.3 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\ciurie office.cck Section 1: Project Information Project Name: Currie Associates Inc. Hunter Brook Road Qlzeensbury,NY 12801 ����q ,� Designer/Contractor: Cifone Const. Co.Inc. �" PO Box 684 Glens Falls,NY 12801 OCT 1 20�4 Document Author: Matt Cifone Notes: 1 story wood frame building 10,�jM 0,�allEENSBURY Q AND CODE Section 2: General Information BUIL®„ Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Building Type Floor Area Office 2000 Project Description(check one): New Construction _Addition ^Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Air Leakage,Component Certification,and Vapor Retarder Requirements Inspection Approved Initial Date (Y/N) All joints and penetrations are caulked,gasketed, weather-stripped,or otherwise sealed Fireplaces installed with tight fitting non-combustible fireplace doors Dampers integral to the building envelope are equipped with motorized dampers Cargo doors and loading dock doors are weather sealed Recessed lighting fixtures are sealed or gasketed Windows, doors,and skylights certified as meeting leakage requirements Component R-values&U-factors labeled as certified Climate-Specific Requirements Gross Cavity Cont. Proposed Budget Component Name/DescriptionArea R-Vahie R-Value U-Factor U-Factor Roof 1: All-Wood Joist/Rafter/Truss 2000 38.0 0.0 0.028 0.051 Exterior Wall 1:Wood Frame, Any Spacing 1728 21.0 0.0 0.062 0.074 window A: Vinyl Frame,Double Pane, Clear, shgc 0.01 23 --- --- 0.500 0.520 window Al: Vinvl Frame,Double Pane, Clear, shgc 0.01 8 --- --- 0.500 0.520 window A2: Vinyl Frame,Double Pane, Clear, shgc 0.01 8 --- --- 0.500 0.520 window B: Vinyl Frame,Double Pane, Clear,shgc 0.01 30 --- --- 0.500 0.520 Window B: Vinyl Frame,Double Pane, Clear, shgc 0.01 30 --- --- 0.500 0.520 Window B:Vinyl Frame,Double Pane,Clear,shgc 0.01 30 --- --- 0.500 0.520 Window B: Vinyl Frame,Double Pane, Clear, slugc 0.01 30 --- --- 0.500 0.520 window C:Vinyl Frame,Double Pane, Clear,shgc 0.01 15 --- --- 0.500 0.520 Window C:Vinyl Frame,Double Pane, Clear,shgc 0.01 15 --- --- 0.500 0.520 Window C: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 window E:Vinyl Frame,Double Pane, Clear,shgc 0.01 15 --- --- 0.500 0.520 Window E: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 Window E: Vinyl Frame,Double Pane, Clear, shgc 0.01 15 --- --- 0.500 0.520 Door 1: Glass, Clear, shgc 0.56 80 --- --- 0.500 0.520 Door 2: Glass, Clear, shgc 0.56 80 --- --- 0.500 0.520 Door 3: Solid 80 --- --- 0.350 0.120 Basement Wall 1: Solid Concrete or Masonry<=8" Furring: Wood,Wall Ht 8.0,Depth B.G. 7.5 1536 5.0 0.0 0.168 0.098 Floor 1:All-Wood Joist/Truss 192 21.0 0.0 0.045 0.042 (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Envelope PASSES: Design 12%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 Proposed New York State Energy Conservation Cons Code requirements in COMcheck-EZ Version 2.3 Release 1. Principal Envelope Designer-Name Signa a Date OF NFI ��APPp KEIT �dA.0 Ov 9' O� Lu Q' .�R 0 66 52 NP Lighting and Power Systems Compliance Certificate Proposed New Fork State Energy Conservation Construction Code COMcheck-EZ Sofhvare Version 2.3 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\ciu-rie office.cck Section 1: Project Information Project Name: Currie Associates Inc. Hunter Brook Road Queensbtuy,NY 12801 Designer/Contractor: Cifone Const.Co.Inc. PO Box 684 Glens Falls,NY 12801 Document Author: Matt Cifone Notes: 1 story wood frame building Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Building joe Floor Area Office 2000 Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Requirements Checklist Inspection Approved Initial Date (YIN) Controls,Switching,and Wiring Independent controls for each space(switch/occupancy sensor) Exceptions: Security lighting,building lobby/retail store/mall Master switch at entry to hotel/motel guest room Individual dwelling units separately metered Two switches,dimmer,or occupancy sensor in each space providing a uniform illumination pattern Exceptions: Only one lmninaire in space; An occupant-sensing device controls the area; The area is a corridor, storage,restroom,or lobby Automatic lighting shutoff control in spaces greater than 250 sq.ft in buildings larger than 5,000 sq.ft Photocell/astronomical time switch on exterior lights Exceptions: Large covered areas requiring lighting during daylight hours Tandem wired one-lamp and three-lamp ballasted Iuminaires Exceptions: Electronic high-frequency ballasted luminaires not on same switch Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2 Interior Lighting Total actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(YN 2600 2453 YES Exterior Lighting 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. 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 Proposed New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.3 Release 1. Principal Lighting Designer-Name Signature Date Lighting Application Worksheet Proposed New York State Energy Conservation Construction Code COMcheck--EZ Software Version 2.3 Release 1 Section 1: Allowed Lighting Power Calculation A B C D Total Floor Allowed Allowed Area Watts Watts Building Type (112) (watts/ft2) (B x C). Office 2000 1.3 2600 Total Allowed Watts= 2600 Section 2: Actual Lighting Power Calculation A B C D E F Fixture Fixture Description J Lamps/ #of Fixture ID Lamp Description/Wattage Per Lamp/Ballast Fixture Fixtures Watt. (D x E) T8 3 bulb/48"T8 32W/Electronic 3 25 95 2375 2 porclein fixture I Twin Tube 13W I Hybrid 1 6 13 78 Total Actual Watts= 2453 Section 3: Compliance Calculation If the Total Allowed PVatts minus the Total Actual Matis is greater than or equal to zero,the building complies. Total Allowed Watts= 2600 Total Actual Watts= 2453 Project Compliance= 147 Lighting PASSES: Design 6%better than code Mechanical Compliance Report Proposed New Fork State Energy Conservation Construction Code COMeheck EZ Software Version 2.3 Release 1 Data filename: C:\Program Files\Check\COMcheck-EZ\currie office.eck Section 1: Project Information Project Name: Currie Associates Inc. Hunter Brook Road Queensbury,NY 12801 Designer/Contractor: Cifone Const. Co. Inc. PO Box 684 Glens Falls,NY 12801 Document Author: Matt Cifone Notes: 1 story wood frame building Section 2: General Information Building Location: Warren,New York Climate Zone: 15 Heating Degree Days(base 65 degrees F): 7635 Cooling Degree Days(base 65 degrees F): 380 Building Use Method of Compliance: Whole Building Method Project Description(check one): _New Construction _Addition _Alteration _Unconditioned Shell(File Affidavit) Section 3: Mechanical Systems List uanti System Tvpe&Description 1 HVAC System L Heating:Duct Furnace,Gas/Cooling:Packaged Terminal Unit,Capacity>=135 - <240 kBtu/h,Air-Cooled Condenser/Single Zone Section 4: Requirements Checklist 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 must have 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 ethaust 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 v 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 Requirements Specific To:HVAC System 1 [ ] 1. Equipment ininimmn efficiency: Duct Furnace(Gas): 80%Ec [ ] 2. Newly purchased cooling equipment will meet the cooling efficiency requirements [ ] 3. Integrated air economizer required Section 5: Requirements Description The following section provides a more detailed explanation of the requirements listed in Section 4. Generic Requirements: Must be met by all systems to which the requirement is applicable I. Design heating and cooling loads for the building must be determined using procedures equivalent to those in Chapters 27 and 28 of the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible,within available equipment options. -Exception: The equipment andlor 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 Ieast 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 oft 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,vvhen located outside the buildings) s 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 ix,eldmems;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 progratmning commentsd) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone.terninal 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. 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: Duct Furnace(Gas): 80%Ec 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. 3. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected climate. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Section 6: 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 Proposed New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 2.3 Release 1. 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. Principal Mechanical Designer-Name Signature Date SITE NOTES TAX MAP No. 2841.15-1-5 ;�F'G���R LOT AREA* 4q.128 sf - 1.13 acres ZONED PO - PROFESSIONAL OFFICE �W PROPOSED U5EI PROFESSIONAL OFFICE • ``r MAXIMUM BUILDING HEIGHT - 40 feet FROF05ED BUILDING HEIGHT = 25 feet 5� t ULI PARKING REQUIRED 1 per 300 sf OFFICE = 6.7 SPACES ;._..--f f�_ 1 per COMPANY VEHICLE - 0 SPACES ® IRF PARKING PROVIDED~ 7 5PACE5 Cw/ 1 ACCESSIBLE) 000w LOT COVERAGE Provided ..O►17.76 BUILDING, 2.004 sf 4.17: PAVEMENT5s G.433 sf 13.19. �.• PERMEABLE AREAS 40.Gg1 sf 82.8% C30Z REQUIRED) o�4a \ SETBACKS Provided RequiredFRO %,� ••.,,,, •��*�'w �• � "'�� �' _.--'�`r NI-t� 11, 105.3 ft 30 ft 51DE CNORT 8.0 ft Oft ?2�"E +� .. �` l / 510E C50UTH) 25.0 ft. 10 ft Nag 5� '� BAY RD CORRIDOR 75.5 ft 75 ft swoop WATER go 140 TOWN WATER SERVICE IS AVAILABLE AT HUNTER BROOK LANE. a swoop 4000" _ AND WILL BE EXTENDED TO THE FROF05ED BUILDING. z z ;4 IRF SITE LIGHTING � � � � -2 % ONE 51TE LIGHT WILL BE LOCATED ALONG THE SIDEWALK NEAR - m m vi C� AT THE BUILDING ENTRY WALKWAY b �' �~ - BUILDING MOUNTED SOFFIT LIGHTS WILL BE LOCATED AT( a®� � 18.0• h ALL EXITS. 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INT GURB ........ ........... ... .... . :..:.::::.:..:::::...... .. .... ... .......... ............. ........ .............. \ 4 ...... :: :::............ 1 .... ........ r . ....... ..... 28•R a .J 8.0. r-T1 GONG WALK H WATER LINE A CONNECTION !�1 3 ' 21• COPPER B 1 i WATER GE ��� �l� 43 ASPM&T DIM j S O OL �.8.0' 34.0• ��—•• _� OFFICE BUILDING 20' EXISTING ORUSFt 27.32•r 'l Nll TO w REMOVED s 3 13.3. 1.000 GAL 10 SEPTIC N L IRF _ 10'SfT8 r TANK W r� 0 4� V / 0;� POPLA ACK D STONE D15PO:5L `�' . N �� . — q� sYSTEM !y s~. AaPIIALT DWVE v �/ o� POPLAR DISTFJNJTM DOX � % ` 2 SHED 4" PVG 5DR 35 at L8"/FT W N- lot N7$33'43-W ,�,� a 4" PVC SDR 35 c } / 3 ASPHALT PARKING 247,$6' *-Awl at %/4"/FT o o }- IRFC GRAVE �5 —� LOCATION MAP 1" N GRASS AREAS FINISHED GRADE FLUSH WITH PAV&lZNT SEPTIC SYSTEM DM16N DESIGN FLOW - 2000 SF OFFICE/WAREhtOUs>r FACILITY MAX 4 EMPLOYEES 2000 5F • 0.1 GIRD PER SF - 200 GPD DESIGN FLOW MACHINE BACKFLL W/ NATIVE MATERIAL SEPTIC TANK - 1.000 GALLON TANK REQUIRED COMPACT CURB BOX CEXTENSION TYPE EXCAVATE TRENCH WIDTH IN1'-O" LIFTS ABSORPTION FIELD - APPLICATION RATE - 1.2 GAL/DAY/SQ.fT. Dates Aprl15,2004 WITH ARCM PATTERN BASE MIN" WIDTH EQUAL W C4" MAX. SIZES 200 GAL/DAY = 1.2 GAL/DAY/SQ.FT. = 167 SQ.FT. REQUIRED THESE PLANS HAVE BEEN APPROVED UNDER AUTHORITY Rsvlelons AND STATIONARY ROD) TO PIPE PLUS 2.0 FT. C) T� TO 982 MODIFIED - USE 2 - 50 FT. LONG LATERALS = 200 SQ.FT. CORPORATION STOP PROCTOR OF A RESOLUTION ADOPTED 6-15-04 BY THE PLANNING BOARD OF THE TOWN OF QUEENSBURY, NEW YORK WITH i, -�uc.`C iZ �,4 COPPER TUBING CURB STOP 0 CTYPE Ka 3 SOILS DATA THE FOLLOWING CONDITIONS Aop 514�,a �er� Q 1. THAT THE DRAWINGS DATED JUNE 11, 2004 BE RETAINED t3LOGtc TYPE K COPPER PPE io TEST P� SOL BY STAFF, CONTAINING ALL THE REVISIONS. THE TO MA.DNG O-i" APPLICATION CONTAINS PLANS DATED JUNE 11, 2004. SELECT GRANULAR MATERIAL- Ci00f. 1-�"' FINE � SAND CGOMPACT 24-35'� WATER MAN PASSING 2"3 TO 18- ABOVE PPE. NO MOTTLING OR GROUNDWATER HAND BACKFILL. G" LIFT. 2. ELIMINATE THE N01 COMMENT - SO ELIMINATED. SOLID CONC. BLOCK NO NOI IS REQUIRED.. OR W. FOOT PIECE BEDDING G" DEPTH. TEST PIT #2 SCALI III= 20I A5 REQUIRED PPE O-l' TOPSOIL SAND. GRAVEL OR ALL WATER PIPING CONNECTIONS TO BE N ACCORDANCE CRUSHED STONE CTO 1-1/2"3 1-68" FILE SAND CGOMRACT 36-46•.) WITH QUEEN58URY WATER DEPARTMENT STANDARDS. NO MOTTLING OR GROUNDWATER XGAYATION � BAGK�ILL DETAIL � ZONING ADMINISTRATOR DATE SERYIGE PIPE GONIGTION DETAIL PIPS SP— 1 AA B NOT TO SCALE STABLIZED PERCOLATION RAT'Es 2 mMwte 46 >3etonds DWQ ft NOT TO SCALE TEST PITS AND PERCOLATION TESTS BY MACE ENGINEERING 3/lq/04 SHEET 1 OF 5 0 I FRAME TO BE o000000 J / MORTARED TO 0000g0000000000 ( TOP OF INLET o 0 FINISHED GRADE HEAVY DUTY FRAME AND GRATE 387 BUILaNG REN NTFORGEME � / PRECASTFORT ER NCR Q STRUCTURE UAL OR IRF 12.. HDPE OUTLET6.47 \ 386 \ �"' / PPE TO BE \ 3as \ woo = MORTARED N PLACE � \ ,,,,� •• too o o COMPACTED GRAVEL . 1� �\ // / //. / 1 / \\ \ / ` . \ •E / COMPACTED SUBGRADE i� loop �mh E�- •, , � I l , RM 363 O � i / / CATCH BASIN INV N 380.8 1 / ! / IRF r \ NOT TO SCALEEXISTING BRUS" J ` O BE REMOVED \ \ // III /l l /l // a o SwALt: CO 364 IRCH CLUMP \\ 385.7 ! II n 3e5 8 1 / r / / / ........... ....... SIGN u �� 14"MAPLE 1 I \ / I MAY BALE DAM COMPLETELY AROUND GRATE o q a \::::::.... :: : : :':::':.::.':....... \ :3Q6 0::'::': :':::':':::'::': REMOVE AFTER LAWN AREAS ARE ESTABLISHED :': .\. :.'.':.'.':.'.'.'. .'.'.'.'. . .'.'.'. .'.'.'.'.'.'. . .'. . .::.'.'.'.'.'.'.':..'.'.'::.'...'..:'.'.'.' '.'.'.'.:.'.'.'.: q b ........................................................... ........................... ............................................. ........... h MAY BALES SHALL BE TIGHTLY BUTTED AND STAKED 1 n 1 d I w \ I I WRH 2 STAKES 2'O PER BALE min INTO SOIL a q ... ............................................................... :. :.:'. ::. : '... ..'..':':.::.:.:':.":::.'::::::...:.'::.'::.':.'.......:...:.............:::.'... ........'.g'..............................:..:...:.':.:..::.. G...:.......:::'.:.'...:.:.:.: l N 19 ! f HEAVY DIM CAST RON FRAME + GRATE r pq .'.:.'.. ............... '::::::::.': . . ......':::.................:.'. ::.::.' ' ':..'::..:.:::::.:.:�``.c':.:::. :.:::.:....:::.�:.':.'::..'. .. . .r ......':......:.. ..:::::.': N o ::':.:.':.:':.'::::::. ::::.'::.'..'.':::..:':.:.':.:::. :............ ...e............... .... ........................................................ / v) ( ! WRAP GRATE WITtt FILTER FABRIC a a :.::.: . :.'..:. ......'..'.::::.'. ::.::::::::::::.:.'..'......... ..'....'.:::::.:. .:: ! ! m m.:":..': ..::.::.'.'. ::. ::::::.'::.'.'.'::.::.' '.'.'.:'.':::.::.:::.': :. . .. .... . ..... . ... ., .. .........................GaT..... aSIN.: :. 1 l l I ! 9 UNTIL LAWN AREAS ARE ESTABLISHED z ::::.:.::: .:::... :::.'::.':::.:::.:'::: ':'.'::.'::.::::.:::.'::':::::..:::.::.'.':........':::..::'...'...:.:.':::.::....... ::. :.:.:.:.:::::... .::::..'.':::':.::.:':...: :.':::::.:':... :.. :. ::..'. ::.: :..:':::::::.'::. :::::'. .'::::.:::.::fB1.:38�.2::•:•.::::::::: / I J 1 r .. TRAFFIC LOAD PRECAST CONCETE 70P :. ....................\............................................... ...... :':........::. .'.. .':.'.':': : '...........'.'... ..':.'..':::: N:3B".�:2: :::::::: .............. ......... .. ..................................................................... .. :':......::.":::.....' ...'...'::::::...... .... .......... ................ IMI::QU'C..'�Q2. ...... ///� /// FINISHED GRADE IN ......:: ::::::'::::....'::.:'::::::::.:..... .':::: E I711 f-1 I!_--!1!^III=1 :.... :. ..'. .: _. —1 I I^I I!-1 I I=!!!=!I i_i I I_I I I^I I I- I � Ll !III!. _. ._ _, — -- - - - 1 ! ! - 11=Iill-1 rc .... ........ :.......: ::::':: :':': .::...:.. :::::':::': ......:'. / _T=I o 0 0 : : � ono oQ& � I I I I_l i l� ! ! J / III-1 I I— o 3.. g :I!I_!11._I �O ' :: ::: _. STONE INLET PIPE / ! �w . ..F... . I ! ! , ;III,.III 2-w, ME F o � i &l :...... I I o v o �\ — ! o PRECAST I_I11=111- GOo NG Oo ' CONCRETE o II!—III--I r / ' I � Mw DRAIN ::..:.:. ( I / / o o o b 8' TER 12" $o f GEOTEXTLE FABRIC Z ll MRO�� BACK III 1 8 !—I I SIDES AND TOP O� s 386.9 1 \ ^ l J J / W i ll !'1-ow cnEcic VALVE 11! .I I►— —I!I_ 1 DG 367 CAST FOOTING _! w ! `TES. 387a 11 !I! ! J 1 ! /+ — _ — — — _ _ _ ! • 3MCE \ ba\6.a Ill! !1! I 1 I ! 1 . ! _!!!—! !—!!!—!i!—!i!�! !—!iT!T!—i i,�-iT—!i!—! != 1''0"MAXIMUM HIGH GROUND WATER �,j,� Z O ASPFtALT DRIVE / -~_ 3869 JiJ 1 / I I 1 l CL 10-0„ —��L OTIii�O?�`fiOM--- TOt j' JU OFFICE BUILDING !IIJ !lI ll1 I I I I 1 ! / v � 1V �EwsTNG BRUSH 3826 =..,\ rF 387.9 \\ !li !I11 lIJ/I i I ! 0 TO BE REMOVED1.000 CAL I jlI , r ! 1 DRYwELL with '=BANE and GRATE �- � / 11! + ► I I � ! ! / NOT TO SCALE 0 s � � ��N IRF o l + SEPTIC 96POPLAR °+' :.. 'TANK !�- — STONE L —— pS�cIla saL I ASPtIALT DRIVE M \�� / I o OPLAR $KI y ►v7g 33 ''' _ I !I II f ! ! ! / TOOLED SCORE JOINT. x 43.4y`` _ I ! SEE PLAN. 5' cc NOMINAL [� O A = 3 ASPHALT PARKING / 2475 O.r — J I I ! ! ! ^ ~EXPAN51ON JOINT ** 6' '�� •ir / \\ SEE PLAN. 25oc maxto � � � ! ul, IRF I , / / ( i I W a BOOM FINISMt ! t v TO WALK DIRECTION I � fl- "Y 1v� .. !� 1 ! r! 1 ! ! / 3•• TOOLED EDGE, 1/4 RADIUS mm l •'�`' m��� ! / GROSS SLOPE- 1/8" TO L4" per FOOT CMAX 5/8" per ft.) � m � / m SMOOTH RIBBED FINISH on CURB 3/8" x 3/4" DEEP TOOLED JOINT BROOM FINISH SURFACE TYPICAL / L2" RAWS 1" 5" BROOM FLASH PERPENDICULAR TO WALK PERPENDICULAR TO WALK CONCRETE WALK TOOLED SCORE JOINT EXPANSION JOINT SEE CONCRETE DETAIL 1/4" R L2" DEEP 3/8" COMPRESSIBLE FILLER p .• o p > wn" ZP STRIP + SEALANT Date=March 8,12004 p G" x G" NO. G/G WOVEN WIRE MESH GXGXG/G WWF TOOL BOTH EDGES �DNG 2' 0" p p Q TOP OF SEALANT 1/2" BELOW FN. GONG. Revisions i" TOP COURSE ASPHALT ASPftALT o 8" GRANULAR SUBBASE COURSE < , a. 1 8-*-04 Respond to 3-4" DECORATIVE STONE oo p ,. •oo NY5 DOT SECT. 304. TYPE 4 ;n •" ♦' G a i 4.000 psl CONCRETE FILTER FABRIC o p . •. 08 • ., 7 o ' C.T.Meie Conww is M 2.5" BINDER COURSE ASPHALT p y�� �•� , COMPACTED TO 957. STD. PROCTOR FN S IW GRAM .• .:.p O.op-_. _ O .O`.. .Q O. O o O — O '.O D O� o p o � .oo.- — 6" OLJICK AUA'!I<JM EDGING O O \ \ \ O o o Lao o �d'/\/\/\/ po Q NY$ DOT SECT. 304. TYPE 4 SUBBASE COURSE ! — \ \ \ \ — 00 000 . ' oo Lao .o COMPACT TO 957. STD FROG LAYS DOT SECT. 304. TYPE 4 o C� o:o.. i _ COMPACTED TO 957. STD. PROCTOR ! i _ _ �I I!. \�/\�/� o�, /j\i/\�%/%/�. !I 1=!I 1=1((=!I I—I I 1-!I I—I 1 i=!1!=1 I►—I I!=!!!-1!I—!I o _ _ _�.._ co _ d• III—I�(=1!I-1 I!— I = — 11-1 1111 i!=11 I-1 i 1=f 11=1!)=1!!—1 I!: \//\//\� •.. .• 1=1 I 1=1 I 1=1 I I-1 I i— \\j\\�ij\\/\/\/\/\/ /\/ SUBGRADE COMPACTED TO SUBGRADE COMPACTED TO — 907. STANDARD PROCTOR SUBGRADE COMPACTED TO !_!I!=L=1 L Imo!j 1=II{—III— // //\// 907. STANDARD PROCTOR GEOTEX'R ZFSTANDARD PROCTOR !!—!!i—i i!=i i!—!i!—!!!—!!!—i !—!i t %\ \ \ \ \\/\\/ SCALE, 201 I/-;8)P ASPHALT PAI�EMENT STONE DRIP EDGE INTEGRAL CONCRETE Gt CONCRETE 51DEWAL�C G NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE DWQ S 1 �'2 SHEET 2 OF 5 1 1 , 10• mh 40' mkL 6' Mh CRUSHED STONE OVER 3s7 /( { / / COMPACTED SUBGRADE AND `` I i ( i / FILTER FABRIC \ ' BUILDINGI/ I/ I / // o ; o° . o°. ° 'o. Q .. oa 6. .a L ° a' oa C9, EXISTING IRF( / ! / / '' 03 c GROUND (ell, 0. ...a6'. . 385 _ 30-'l goo .r 400 1 SEDIMENT .� \ �/ / / CONSTRUCTION SPECIFICATIONS / 1 1 CONTROL FENCE dow �- ,/ I / LSTTONE WAS REQUIREDNO. 2T STONE OO ss THAN O'. / I �, a■. � SEGMENT CONTROL 11 / / / 3. LENGTH E GTH AS NOT LESS THAN 6".AT IRE '�- _ - _ \ RRIM 31M 37WELL INLET 1 // 4• AT POINTS WHERE INGRESS OR EGRESS OCCURS. TM EXISTING BRUSH \ / / 5. FLTER FABRIC WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO BE REMOVED / / TO PLACING STONE. c 6. SURFACE WATER• MAINTAIN EXISTING SURFACE RUNOFF OF STORMWATER. W 7. MANTENANCEI THE ENTRANCE SHALL BE MAINTAINED N A CONDITION WHICH WILL a °' SWALt_ / i ( I l / O // THI PREVENT REQUIRE PERIODIC TOP DRESSINGWITH ADDITIONAL STONE AS WAY. o by► r 00 TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC &' �� S / / / { { / / CONDITIONS DEMAND AND REPAIR AND/OR CLEANING OF ANY MEASURES USED b 1 _ ' 1 / / / // / TO TRAP SEDIMENT. ALL SEDIMENT SM LED. DROPPED. WASHED OR DEPOSITED v \� ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY, p. , 8. WASHINGS WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE po m OONTO MAW N AN AREA OF TS-Of-WAY. WHEN WASHING IS REQUIRED. IT SHALL Be DONE . ` STABILIZED STONE AND WHICH DRAINS INTO AN APPROVED �aIRCH CLUMP 1\ 1 a TO'MAREMAIN 1 I / /i i /l / SEDIMENT TRAPPING DEVICE. PERIODIC INSPECTION AND MAINTENANCE 49 b to 0 ,p REMAIN M / SMALL BE PROVIDED AFTER EACH RAN. HgfDEO •� .. . •. s I , GONS�TION LOAD ENE♦' �' I N v w m PROP05ED NEW DRIVEWAY : , NOT TO SCALE v as INSTALL CONSTRUCTION ;. -_ ;�� _ ►-'~ �, �, 102 ROAD ENTRANCE PER DETAIL :` t / t t I v9 '" z �. �' ! I { t 1 �{ 3 `" \o,:, ',: .:,; :?• { / S.W P P P REMENTS 1. THE CONTRACTOR LAOERTA1 NG SITE CONSTRUCTION OF THIS PROJECT MUST SIGN THE CERTIFICATION ON THIS PAGE AND BE FAMILIAR WITH ALL REQUIREMENTS OF \ ••' '.' �;•'��. . .. . .;+ `. �:�;- . '•' ♦''' SEGMENT CONTROL 1 1 { �! / OL i 4 AT CATCH BASIN INLET 0 1 f/ 1 / THE SWPPP AND REQUIREMENTS OF THE NYS DEC SPDES GENERAL PERMIT FOR 1 r l / STORMWATER DISCHARGES FROM CONSTRUCTION ACTMTY - PERMIT No. GP-02-01. �r ( 1 ! ,•�' RIM 386.2 I I 2. THE CONTRACTOR MUST 15 RESPONSIBLE TO COMPLY WITH THE TERMS O OF THE NYS DEC 5PDf5 GENERAL PERMIT FOR STORMWATER t � .. FROM CONSTRUCTION AG - DISCHARGES ACTIVITY PERMIT No. GP-02-01. COPES OF THE GENERAL PERMIT 1 CONTROL T I { :'•� ARE AVAILABLE BY GALLING DEC C518) 402-8109. 1 CONTROL FENCE 3. A NOTICE OF INTENT CNOD MUST BE SUBMITTED TO DEC PRIOR TO INITIATING WORK. Utu aSPrta.T nldvE I 4. THE SWPPP INCLUDES INFORMATION ON ALL DRAWINGS 5P-1 TO SP-5 AND THE r' � z / / \ /Ai 1 I I _ STORMWATER MANAGEMENT REPORT. h�+� s m 5. PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL HAVE THE w O \ /!i 1 I i 1 + { / ENGINEER CONDUCT AN ASSESSMENT OF THE SITE AND CERTIFY N AN INSPECTION 44 V 6 �s BUILDING SITE / / 1 I I .I 1 / REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS HAVE BEEN ADEQUATELY 0 Q / % 3 TO BE REMOVED \ I SEDI NT INSTALLED. FOLLOWING COMMENCEMENT Of CONSTRUCTION. THE ENGINEER SHALL MAKE % QC i �L FENCE 1 ( l I I iI 1 J l( { / 0�.5 INCHES ORY SITE CG�iEATETIONS R�ANDSSHALL PREPARE A REPORT APECTIONS WIlM 24 HOURS S F REQUIRED BY EVENT L �, O r R UIRED BY THE GP-02-01. � �N�, t �/ G. THE CONTRACTOR SHALL MAINTAIN A RECORD OF ALL INSPECTION REPORTS N A SITE LOG 96 �%' �" i o + _ 1\ / - _ 1 i ! t J // BOOK- MAINTAINED ON 51TE AND AVAILABLE TO THE PERMITTING AUTHORITY UPON REQUEST. / / _ ` 1 I I f 1 ( 5. AT COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALT. PERFORM A FINAL � _ i o ` \ i b i ( 1 .i i 1 / INSPECTION TO CERTIFY THAT THE SITE HAS UNDERGONE FINAL STABILIZATION AND -.4 ASPHALT DINE I / I _ / 1 / \ 1 t i 1/ THAT ALL TEMPORARY EROSION AND SEDIMENTATION CONTROLS HAVE BEEN REMOVED. M V O �� t = 382--. SHED - �/ \ �� ' \ I 1 ► I ( 1• FILED WITH NYS DUPON �fC OF COMPLETION A NOTICE OF TERMINATION CNOT3 SHALL BE t� EXISTING POPLAR A5PHALT PARKING /// 43•W�6 (\ \ I J Ji / M1�11` N`/E / TO REMAIN S "� _ I i / 55a '�+ �. \ 11, I I I ( 1 / / EROSION CONTROL BLANKET _ �� / 1 I I I i /I 1. SEDI"�NIT SHALL BE REMOVED FROM SEDIMENT TRAPS WHENEVER THEIR CAPACITY 6 } / NORTH AMERiCAN GREEN 755 SINGLE NET STRAW EROSION // _ /� ��r+ \ i HAS BEEN REDUCED BY 50T.. J � CONTROL BLANKET INSTALLED N ACCORDANCE WITH THE / - 4AN � I J i / MANUFACTURER'S RECOMMENDATIONS - STAPLE PATTERN I i I I! I / 2. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED WITHIN 24 p A CBLUE� TO BE USED. IRF I I I p i i II / HOURS CONDITION.AND REPAIRED AND/OR MODIFIED AS REQUIRED TO BE GOOD WORKABLE 3. THE CONTRACTOR SHALL CONDUCT AN INSPECTION OF THE SITE ON A DAILY BA515 fl- �-- __ TO COLLECT UTTER AND CONSTRUCTION DEBRIS AND DISPOSE OF LEGALLY. co 4. ANY STOCKPILES OF FILL. TOPSOIL. EXCAVATED MATERIAL. SHALL BE COVERED OR CONTAINED BY SEDIMENT CONTROL FENCE TO PREVENT EROSION. STABILIZATION �g� / � � SOON A5 PRACI. THE GTICABLE N PORTION5 OFTOR SMALL NITIATE THE 51TE WHERE TION MEASURES AS m l ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. BUT N NO CASE MORE THAN 14 DAYS. 2. STABILIZATION OF GRASS AREAS INCLUDES HYROSEEDNG USING CONSTRUCTION SEC�UENOKS TAC 7M ON SLOPES OVER 5S1 OR SEEDING AND INSTALLING MAY BALE DAM COMPLETELY AROUND GRATE A CONTINUOUS COVER OF STRAW MULCH WATERED INTO PLACE. REMOVE AFTER LAWN AREAS ARE ESTABLISHED 1. THE CONTRACTOR SHALL CONSTRUCT THE CONSTRUCTION ROAD ENTRANCE AS HAY B STAKES ESP BE TIGHTLY BUTTED AND STAKED DETAILED IN THE LOCATION OF THE PERMANENT DRIVEWAY ENTRANCE. wrrH 2 STAKES PER BALE 2' min INTO soL GERTII=LIGATION STATEMENT HEAVY DUTY CAST RON FRAME + GRATE Ddte� �,200A AP GRATE WITH FILTER FABRIC 2. PRIOR TO START OF CONSTRUCTION. THE CONTRACTOR SHALL INSTALL TO BE 5IGNED BY CONTACTOR PERFORMING THE SITE CONSTRUCTION Daty p DRIVEN FENCE POST. 10' O MAX UNTIL LAWN AREAS ARE ESTABLISHED THE SEDIMENT CONTROL fENCNG AROUND THE PERIMETER OF THE AREA TO BE DRIVEN 16" hN INTO GROUND _ _ _ DISTURBED AS INDICATED ON THE PLANS AND DETAILS. I CERTIFY RIDER PENALTY OF LAW THAT I UNDERSTAND AND AGREE TO t 6-1f-04 Respond to cOv ASRESpURgD SIGNS / /// COMPLY WITH THE TERMS AND CONDITIONS OF THE SWPPP FOR THE C.T.Mess Co m ents SILT STOP FABRIC FLASHED GRADE 3. THE CONTRACTOR SMALL CLEAR AND GRUB THE CONSTRUCTION SITE. EXISTING CONSTRUCTION SITE IDENTEED N SUCH SWPPP AS A CONDITION OF �.O(ry y EMBED 6" NRV N BROUND / TOPSOIL !.;iMALL BE STRIPPED AND STOCKPILED. AUTHORIZATION TO DISCHARGE STORMWATER. I ALSO UNDERSTAND THAT - INLET FRAME AND GRATE _ THE OPERATOR MUST COMPLY WITH THE TERMS AND CONDITIONS OF I M I MI I I I—I —UNDISTURBED GROUND 4. THE TEMPORARY SEDIMENT TRAPS ARE TO BE GRADED TO ACCEPT STORMWATER THE N.Y.S. POLLUTANT DISCHARGE ELI'iNATION SYSTEM CSPDES) RUNOFF FROM PROPOSED PAR19NG AREAS. THE TEMPORARY SEDIMENT TRAPS GENERAL PERMIT FOR STORMWATER DISCHARGES FROM CONSTRUCTION SHALT- BE SEEDED WITH PERENNIAL RYEGRASS AT A RATE OF 5 Ira. PER 1.000 SF. ACTIVITIES AND THAT IT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR I I—i I(` CONTRIBUTE TO A VIOLATION OF WATER QUALITY STANDARDS. 1�--1 1 1I -I l 1 I I�,l 1 i'i Ell I I`I DRY WELL OR CATCH BASIN STRUCTURE 5. WHEN :5UBGRADE FOR PARi14G AND STORAGE AREAS ARE COMPACTED AND ROUGH GRADED. THE DRYW'ELL. CATCH BASIN AND PIPING SHALL BE INSTALLED AND THE SEDIMENT TRAPS REMOVED. NAME INSTALL SEDIMENT CONTOLS AT DRAINAGE INLET GRATES AS DETAILED. Sc�• , 20' TITLE SEDIMENT CONTROL ENGE SEDIMENT CONTROL �4T INLETS G. FOLLOWING COMPLETION ALL PLANTING AND THE ESTABLISHMENT OF ALL GRA55 J AREAS, REMOVE ANY COLLECTED SEDIMENT. REMOVE HAY BALE DAMS AND THE SEDIMENT SIGNATURE NOT TO SCALE NOT TO SCALE CONTROL FENCING.MATERIAL SIN ANY �RIS FROM THE PERANETER OF THE SITE AND DISPOSE OF ALL WASTEDATE DWQ S P—s� SHEET 3 OF 5/J 1 M� J - 1 1 / ^'o + / RUBBER HOSE FRICTION GUARD \ / / Gur WIRE 387 BULDNG 33"fckm CEDAR STAKES - + / LONG 3" SHREDDED BARK MULCH IRF 3" HIGH SAUCERdo* 01 386 / / = I I= h� _ \ \ r, .�• � _I 1 II I 1=1 I(=111-1 I 1=1 I I= Q o Z \ 385 �r/' ! ! / / I I doo j t 11—I r 1 AMENDED PLANTING SOL 400�. ••�"�•� •• \\ i—' 1Ti�I i�i�� !fl i 1i��i 12' mh 1 iegoSoo — � LAWN ! �! s / TREE PLANTING DETAIL 1 ! } 400 _ - +' / NOT TO SCALE o It .4D OD 0 0 - IRF Ipasw ` / / �+ Z (4 C4 EXISTING BRUSH \ / / z z 4 >- _ _ TO BE REMOVED II y \ 1-5P2 I 1-SP2 LAWN ( ® 1 �� � � / / / !� / �✓ / RUBBER ffOSE FRICTION GUARD cy � a �84 12-85 � - -- 284- / GUY WIRE a i ENSTNG IRO" GLUM' tke 1 3-1X \ ° 4 MAPLE o 4) j 1 f b / b / !J l �i b bb ... - \\ —' 1 l . — °� c q � aai � b _. o 4) o c - _ 1 5P1 'mix vx Ax \ LAWN Il 3" dta. CEDAR STAKES 8 ft LONG r � 1 : \ \ 3" SHREDDED BARK MULCH 3" HIGH SAUCER 1 J 1 1 -- -i j�-1T—�►►=11- p =1IIIIIIi(�ji — -AMENDED PLANTING SOL t �T J� �1 54 U T I.I Y b OL I y� —95 / \ / I i=1 I i—I i I—I r �'� b IAA zee I 1 / —1II ' I=-L= } Lu 1 I �..�� �t+N;fIJAI. —C�► I � � J r I r !I r � ; ! l / I I I - !EEI I=� u... I J 11 1 j ! 111 J1 J \ / I I I / i-�ili -111 1i1 �EIH=11 11 111-J I LAWN l I f o :,.,,�'*' 11 Ill i2" 'nr' 33 1 �l � ► i o J J1 Ill Ill I1 \ Il I .11 ' l 0--4 a� �rw 5 .T DRNf t� � , / ti Ill � III l l �$� PLANTING DETAIL � o ' ! i b OFFICE BUILDING JI! III 1 ► } } I / L. / G , , ��� 1 l ! r i-RM ,� 1 I 1 111 II! 11 l 1 ► ! I I�1 I / ri! TANK PDPLA / - •► EXISTN�i B 7 �' - -j` ` 1 ' I I 1 ! / a e m ! + i1 � to BE 1 � c, VED- U 0 m v ! 1 r 382 SHED OPLAR �44-/ — --- — — — _ �► _�_ LAWN 0 J 3 ASPHALT PARKING // \ I } 1 I 1 / W 121 3" SHREDDED BARK MULCH at 3.. HIGH SAUCER E"'� p1 } ..i.. c �j 13 Lu AMENDED PLANTING SOL Q It , / 6" min. 1`• / ' 111 ! I � 1 � r ! ; , I 1 51NRUB PLANTING DETAIL ! ,�Mrs II ! NOT TO SCALE r. to , 0.5 FOOTCANDLES LO fOOTCANDLES 03 FOOTGANX.ES 2.0 fOOTC LADLES 2.0 FOOTGANDLES XISTING TREES INDICATED TO REMAIN FROM LIST 1.0 FOOTGANDLES FROM _ FLUNG AROUND BASE. SPACING VARIES SYM BOTANICAL NAME COMMON NAME GUAN. SIZE REMARKS / / - - - - / / \\ \\ SEE PLANTING PLAN 2" FINE SHREDDED BARK MULCH / \ \ t3, ;ACTOR SHALL INSTALL 4" TOPSOL IN LAWN AREAS AND 9" TOP50L TREES Date:AApril2004 5 AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING ! / ' AMENDMENTS. � ACER RUBRUM RED MAPLE 10 3 - 3.5 In CAL B + B 1 � � I /� \ \ 1 ReV�� ' CP PYRUS GAL.LERYANA REDSPRE REDSPRE GALLERY PEAR 1 2 - 2.5 It CAL B + B 1 I i I I 3" SOIL SAUCER DATED AS LAWN SHALL BE SEEDED WITH LOFT'S TRIPLEX GENERAL MIX. CK ACER PLATNODES CRIM5ON 1 NG CF-24`-ON KING MAPLE 2 3 - 3.5" GAL 8 + B I 1 I I i i MX. AT A RATE OF 5ba PER 1000 of. STARTER FERTLIZER C5-10-5) { 1 ; I } i ! 1 I Ii— R LOOD of AND MULCHED WITH STRAW OR HYDR05EEDED. SB AMELANCHIER CANADENSIS SMADBLOW SERVICEBERRY 1 4 - 5 HT B + B. CLUMP } i ` > \ / / ! it I i, Sm PIGEA GLAUCA WHITE SPRUCE 4 4 - 5' HT B + B 1 \ \ \ / / ! -1 I i r�I I i..�;111--{i IOL FOR BACKFLL OF NEW PLANTS AND PREPARATION 5P2 PICEA GLAUCA WHRE SPRUCE 2 7 - 8 H7 8 + - )5 SHALL BE A MIXTURE OF 1 PART TOPSOL. 1 PART COMPOSTED / AMENDED PLANTING SOL ZT PEAT MOSS AND 5-10-5 FERTILIZER AT 1 b per 20 Gf. SHRUBS \ \ i , .j.. ,— =-� _ I 1=f�1- I 111_I I I_-I l GG LEX MESERVEAE CHINA GIRL CHINA GIRL HOLLY G 30 " � h B + TREES AND SHRUBS SHALL Be COARSE SHREDDED BARK. \ � )D CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. DL SYRNGA MEYERI DWARF KOREAN LLAC 3 30 - 36 in B + B SOFFIT LIGHT _ -- NOTES THIS DETAIL. SHALL ,I_ PERENNIALS SHALL BE FINE SHREDDED BARK, PS BERBERIS THUM. CRIMSON PIG RIM MY CRIMSON PIGMY BARBERRY 16 3 OW CONTANER GROWN APPLY TO ALL GROUND COVER. � ' ( 20, )0 CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL. PERENNIALS SITE POLE LIGHT PERENNIAL and ANNUAL BEDS. . 5T NEMEROCALUS STELLA-D-ORO STELLA D ORO DAYLLY 40 1 GAL AL OW 1`1�L..1-MATIVIt ACTOR SMALL INSTALL ALL PLANTING IN STRICT ACCORDANCE WITHBS RUDBEGIaA COLOSTRUM BLACK EYE suSAN 35 1 GAL LIGHTING L�G�ND SEE SITE PLAN M - )S OF THE AMERICAN ASSOCIATION OF NURSERYMEN. TYPICAL PHOTOMETRIC DI�►�5RAM5 NOT TO SCALE SP—4 ANNUALS TO BE CHANGED SEASONALLY BY THE OWNER DWG# SHEET 4OF5 HANOVER LANTERN Inc. MODEL - SENECA 150 WATT HIGH PRESSURE 50" COLOR - BLACK ITS./ a PARKING 4" DIA ALUMINUM 12•' x 18" DOT SIGN 3 POLE - COLOR BLACK MOUNT Cool" TO T�uE ANY f BOTTOM OF SIGN 12" x 18" DOT SIGN .�``�`�;,•• /eJv��, 11 PARDO MOUNT GO" TO � BOTTOM OF SIGN S' r - �Z 3 '-2 r� � iSIDEWALK FLUSH CURB I FtAND"OLE INTERNATIONAL SYMBOL OF 3/4" C WVM ACCESSIDRYLk Ci wa s {{ii zNc PLANTED ANCI1OR �' fit , II , fig \ \ BOLT A5504Bt.Y PER MANUFACTTU1trWS N y ° RECOM DOATION 2" PVc CONDUIT a SCtlZDULE 40 CONCRETE RASE - W' VIA 34W pal at 28 DAYS > ° \ A A EQUAL EQUAL 0 a 4 4 8,-0" min 8'-0" min ° b 'q 0 b \ \ \ SUBGRADE- UNDISTURBED OR W COMPACTED TO 90Z SM PROCTOR z � NOTES CONTRACTOR SHALL INSTALL SIGNS AS NWATED 51T� LIG�IT HANDICAPPED AGGESSASLE PARKING SPACE ONOT t0 SCALC � NOT t0 SCALE � r- z rW i V H Z Q s O HEAVY DUTY CAST NON FRAME + COVER- AT OUTLET 8" TRAFFIC LOAD PRECAST CONCRETE TOP C ABOVE TONE C)MARKER V PRECAST EXTENSIONS WJRItED GOYQtS N AS REG2URE0 FINISH G Dr RECOMMENDED. r-o e•-o' s'-o' 2' OVUM TO 2u 110jamORMa INLET BAFFLE 12" MN. COVER OVER FCR OW VMS PRECAST CONCRETE COVER ALL STRUCTURES O 41 DISTRIBUTION BOX `�\ " REPLACEMENT TR[NGf tYP4tY11 BY FORT MILER OR o IF REGLOW IN GEOTEXTLE F+1 3" EQUAL FUTLK UQUID LEVEL 2�W SLOPEu� 3 13 ..� Q 0 O � MIN. o0 4a 4" PER FOOT 1/8" �T 3/4' TO i v2' � i9 0 o rr-o' �t CR O D SICK } r ALL OUTLET NVERTS SEPTIC TANKL-2*osogiosr. n000�PEA TO BE SET AT THE tu BY FORT MLLER OR GRAVEL U VE USE SP 70 LEVELERS ON = � A EQUAL INLET + OUTLET 015TRINTION BOX ALL OUTLET MKS. sEaSCNAL rMcrl - � O BAFFLES NOT TO SCALE CROtDiUWATER ELEVATION c N INSTALLATION OF 12I5'05AL FIELDS STANDARD ABSORPTION TRENCH SECTION M � Q -- NOT TO SCALE 1.'✓ Q 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING, AND SHALL BE IN ACC*RDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH, AND h1NIMJM 2x WIDTH ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND MAXIMUM 4x WIDTH CORRUGATED TUBING IIN SEPTIC TANK LEACH FIELDS. 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOCIR OF EACH TRENCH SHOULD BE CLEANED O 0 000 AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN PROVIDE 3" SAND OR---100 p0cp O O SMEARED SECTIONS OF TRENCH. GEOTEXTLE FABRIC PEA GRAVEL UNDER TANK SEPTIC TAW 4. PLACEMENT OF CRU%IED STONE, PERFORATED PIPE AND GEOTEXTIL.E FABRIC SHALL BE AS SHOWN, AND CARE SHALL BEIyl- — �- NOT TO SCALE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE 2" Hit SLOMft 6" SEPTIC TANKS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK WITH THE HOLES DOWN IN ALL CASES. 2004 STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL 4" MW MMATED PVC LAERAL. AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY SLOM i/iti 1/32" PER FT 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR FROM THE DISPOSAL iFIELD. GRAVEL. FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS L� OF ALLM�� FM MUST W ARE UNSUITABLE:. CRUSHED STONE SHALL BE PLACED AS 7. REMOVE LEAVES, ROOTS. PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR FLUGM LKC"NTwx4xMECTED. NECESSARY TO ACHIEVE A STABLE FOUNDATION. TO SPREADING FILL MATERIAL- 2. ALL LATRIt" TO 59 Or EQUAL LENGnt. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE STIC WARD ABSORPTION TREN04 PROFILE DEPARTMENT OF HEALTH STANDARDS. wT To SCAf.E P S=WAGr DISPOSAL SYSTEM NOT TO 50ALE DWQ SP-5 8HWr 5 OF 5