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2008-321 TOWN OF QUEENSBURY FOS742 Bay Road Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Pernut Number: P20080321 Date Issued: Monday, December 27, 2010 This is to certify that work requested to be done as shown by Permit Number P20080321 has been completed. Location: 188 AVIATION Rd Tax Map Number. 523400-295-018-0001-067-000-0000 Owner. THOMAS & MARY UTTER Applicant THOMAS & MARY UTTER This structure may be occupied as a: Residential Addition By Order of Town Board TOWN OF QUEENSBURY r J Issuance of this Certificate of Occupancy DOES NOT relieve the ,,! �, /' property owner of the responsibility for compliance with Site Plan, x 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 It* 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PE T Permit Number: P20080321 Application ber. A20080321 Tax Map No: 523400-295-018-0001-067-000-0000 Permission is hereby granted to: THOMAS &MARY UTTER For property located at: 188 AVIATION Rd bikk in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and ether inf. :tion hereto filed and approved and in compliance with the NYS Uniform Building Codes and the 41 -ens Zoning Ordinance. Type of Co truc•o Value Owner Address: THOMAS &MARY UTTER 188 AVIATION Rd Re t ent.. AddOo. $14,193.00 QUEENSBURY,NY 12804-0000 Tot: Value j $14,193.00 Contractor or Builder's Name/Address Elec 'cal Insp-ction Agency 1 � i Plans &Specifications 2008-321 384 sq ft residential addition $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Sunday,July 03, 2011 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To eensbu , T In ay,July 03, 2008 SIGNED BY for the Town of Queensbury. Director of Building& dorcement TOWN OF QUEENSBURY `O 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING P RMIT Permit Number: P20080321 Applica . n Number. A20080321 Tax Map No: 523400-295-018-0001-067-000-0000 \\ / Permission is hereby granted to: THOMAS &MARY UTTER For property located at: 188 AVIATION Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plo plansand other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Typc'of Construction Value Owner Address: THOMAS &MARY UTTER 188 AVIATI e Rd Residential Addition $14,193.00 QUEENS: RY, N 1280 - 000 /Total Value $14,193.00 Contractor or Builder's Name Address Electrical Inspection Agency Plans &Specifications 2008-321 384 sq ft residential addition $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,July 03, 2010 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o eens r)4 July 03, 2008 SIGNED BY �Y`�( for the Town of Queensbury. Director of Building&Code Enforcement 411" TOWN OF QUEENSBURY cow 742 Bay Road Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080321 Application Number. A20080321 Tax Map No: 523400-295-018-0001-067-000-0000 Permission is hereby granted to: THOMAS & MARY UTTER For property located at: 188 AVIATION Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: THOMAS & MARY UTTER 188 AVIATION Rd Residential Addition $14,193.00 QUEENSBURY, NY 12804-0000 Total Value $14,193.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-321 384 sq ft residential addition $75.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday,July 03, 2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To of nsb,iii T rs '.y July 03, 2008 4 SIGNED BY for the Town of Queensbury Director of Building&Code Enforcement I c/ICE USE ONLY �,,. f"--- ���, �'--r 4�r � ,,, f�'2 75- ; lL a/v/X'TAX MAP NO. ��} PERMIT N0. �� "�, ff 5) `; 0 ` '' )�"i FEES: PERMIT /,..� RECREATION ENGINEERING (If applicable) ' PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: t - W a+±c,r OWNER: t 4.v„v,ce3 l,J_ ' cU-.' L ADDRESS: I S N PcJ�c a 0;1 (1,c,2) ADDRESS: 5 c..,-e.._ PHONE NOS. 1-k3 -0 ICI. PHONE NOS. CONTACT PERSON FOR BUILDING & CODES COMPLIANCE:• ID. . Lt-4-r PHONE: Mi3-tY)(:-63/72 :9- 7d0'-1 LOCATION OF PROPERTY: 1 S Ay,,4`JI' tic,;j SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR z O dr 0 ~ PROJECT 12 g O � 91- O O �- = ~ u- � o = < CL O � z z 0 < a- � N � 0u O- LL aixs SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO. of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ��� i ESTIMATED CONSTRUCTION COST: El I I'3 FUEL TYPE: rr�1! i�i `0'e �'"-, � j 5 HEAT TYPE: F K A,- *HOW MANY FIREPLACE(S): ' AND/OR WOODSTOVES(S): ZONING CATEGORY: ,-�,2-\6 ARE THERE WETLANDS ON THIS SITE? Ik.)L IS THIS A HISTORIC SITE? .) PROPOSED USE OF BUILDING OR ADDITION: Rc;, ,r-.,;>r_nx. / C nt 1 v i e.c\ 7 r-L� *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 aTown of Queensbury ■ Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? i\.) o ARE THERE EASEMENTS ON PROPERTY? IV o I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and,pgree to the above. Signed Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) _ Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: r BUILD! G E PPROVAL ZONING APPROVAL DAT DATE 4 J QUESTIONS? CALL 761-8256 OR EMAIL codesAqueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: a1, %,/( Construction Classification: 37) Assembly Occupancy Limit: Special Conditions: :: Town of Queensburyy • Community Development Office • 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY • TAX MAP NO. PERMIT NO. PERMIT FEE APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT1 A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. OWNER: VI�I� INSTALLER: / /114e-/ jd,-k ADDRESS: 1 0 & �tJ�,�, `p� ADDRESS: PHONE NOS. S 6- 7r-I -CJ aC) PHONE NOS. LOCATION OF INSTALLATION: N0.OF i RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= = TOTAL DAILY FLOW 1980 or older , . ; GARBAGE GRINDER X ; 150 gallon per bedroom = c- INSTALLED? �'✓A 1981 -1991 1 { X I 130 gallon per bedroom = a v SPA OR HOT TU 110 gallon per bedroom = INSTALLED? �d 1992-present X PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING 7STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? ✓ DOMESTIC WATER SUPLY: MUNICIPAL '/ WELL (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) 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: X GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: FT. SEEPAGE PIT(S): HOW MANY? V SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. i NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN11 I APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. ................. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or 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 QUESTIONS? CALL 761-8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. coaes@aaueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Z- -7`1-10 www.queensburv.net Signature of Person Responsible Date rIt- Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Final Ins. -ction Office No. (518)761-8256 Arrive. - 4171:datir-pas. -', a i •m Date Inspection request received: Inspector's Initia s1 NAME: LTTE-R 'F 'MIT#: O LOCATION: DATE: 1 Z— "lam j —1(1 TYPE OF STRUCTURE: Comments: 4° Building Number Address visible from road Chimney Height/"B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors _ 11.111111� Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above •rade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing!Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/re!ulator 18 inches above .rade Interior privacy/trim/doors/main entrance 36 inches .■■ Bathroom/Kitchen watertight _ Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft sto y.i • finished basement 1,000 =..ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating l Low water shut-off boiler Relief Valve(s)installed I Heat Trap!Water Temp 110 ,^ Enclosed Stairs Sheetrock Underside minimum IN Gypsum \ 1. Basement stairs closed rise>4 inches Garage Floor Pitched �= Garage fireproofing 1%hour fire door!door closer Duct work Sealed properly ■ Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms 111.1111111 Flex Gas Pipe Bonding_ As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required 1/11111 Okay to issue C I C or C/0[Temporary/Permanent] L:lBuilding&Codes Forms1Building&Codesllnspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury Building & Code Enforcement - Resident'. al Inspection ,3C Ne No. 518 761-8256 Arrive: = /p a ' pInspection request received: Inspecto 's Initial- NAME: I l7 N1 U� \ P" - IT#: 0 ?Z-J LOCATION: \ s ' E: . — 7 — TYPE OF STRUCTURE: Comments: xel 4" Building Number Address visible from road Chimney Height I"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches /Roof Complete/Exterior Finish Complete V Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches /./ Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet ` 6 inch clearance to sill plate V / — Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy 1 trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing I Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: i� Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access31 sg.ft.-150 sq.ft.vents ,� .�- r" Bathroom Fans,if no window Plumbing fixtures ‘)C)\' Foundation insulation I Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'A"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealedproperly Gas Logs in Sealed or Glass Enclosure I Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C I 0[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008; Revised 6/26/08 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Ins•=M •n request received: Queensbury Building&Code Enforcement Arrive: i am/ �j Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: pJ1`F NAME: PERMIT#: (9 i Z LOCATION: I ,AU I d4-r i o,91.) INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum C✓) , 4-6 1i11 6-"k Jack Studs/Headers Bracing/Bridging jlLC Joist hangers & - Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'/: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. ON) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Forms-OLD8uiidirg&CodesMnspec Lion FormslFraming Firestopping Inspection RepoR.doc Revised January 7,2008 /— ine,Ae)(0 ' .) Rough Plumbing 1 Insulation Ins •1'c#ion Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart:am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: &..uk--) NAME: A, -w PERMIT #: LOCATION: i f fr M,Gi c 1-- 0�- 1 . INSPECT ON: d- dr TYPE OF STRUCTURE: C-- „ -�� Y N N/A ] Rough Plumbing /Nail Plates UtAia9-. Plumbing Vent/Vents in Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 0 P. . 15 minutes Insulation/ idential Check/Commercial Check imilar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: i (_.- M \-"—Z_ c2vs.:4 r Z —c c4�=fit 9, --R O S < '1, Q-c- kM9(--.11.0q pkst'VL, P)e-?,7, Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 ( / - oo) / 1 •/c-ic` Rough Plumbing l Insulation Ins ?- ction Report Office No. (518) 761-8256 Date Inspection r • �� - rr Queensbury Building &Code Enforcement Arrive:V`.. ?O • "�r'� rt: \1-_,6-- a 742 BayRoad, Queensbury, NY 12804 Inspector's 'nib,�,-- 4, NAME: ()/,L (- PE' IT #: N--Lr LOCATION: iff Aiii a i i 0 L,- ?c (, INSPECT ON: 7j 2 TYPE OF STRUCTURE: k o Y N N/A *3 CFI -co . Plu in g Ve Vents in Place /� ,N Ft 1 % inch minimum Drain Size ,1 Washing Machine Drain 2 inch minimum IZ C"-° v 6 ‘ ?7 Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test t- Supply Piping "ad ;'- P 4'P.S.I •r 15 minutes 4 do/Commercial Check ✓ T i(K-t 0V T ek •. :imilar Exterior Sealant Proper Vent, Attic Vent � L' Door/Window Sealed (No Insulation) TAP--) U Duct/Hot Water Piping Insulation �kn-AEV If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: VI -44UOIL_ _ _ _--_. _ __. _d____ ''bft3- -V '�" Rough Plumbing Insulation Repoitrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 GUARDIAN ENERGY TECHONOLGIES INC. FOR EMERGENCY, CALL CHEMTREC: 1-800-424-9300 2033 MILWAUKEE AVE#136 OUTSIDE U.S.A., CALL COLLECT: 001-(703)527-3887 RIVERWOODS,IL 60015 USA 1-800-516-0949 DATE OF PREPARATION: January 30,2009 PREPARED BY: Mark Munns MATERIAL SAFETY DATA SHEET SECTION 1 -PRODUCT IDENTIFICATION Name of product: FOAM IT GREEN Kits 12,202,602 ASTM E-84 Class I Component A SECTION 2-CHEMICAL COMPOSITION CHEMICAL CAS# CONCENTRATION Polymethylene polyphenyl isocyanate 9016-87-9 80%to 100% Containing 4,4 Methylene bisphenylisocyanate(MDI) 101-68-8 (Approximately 40%-50%MDI) 1,1,1,2 Tetrafluoroethane(134a) 811-97-2 >15% SECTION 3-HAZARDS IDENTIFICATION CAUTION!! CONTENTS UNDER PRESSURE. Reacts slowly with water,releasing carbon dioxide, which can cause pressure buildup and rupture of closed containers. Elevated temperatures accelerate this process. POTENTIAL HEALTH EFFECTS Eyes: May cause moderate eye irritation. May cause very temporary comeal injury. Skin: Prolonged or repeated exposure may cause slight irritation. Ingestion: No hazards anticipated from swallowing small amounts. Inhalation: At room temperature,there are minimal vapors. Excessive exposure may cause irritation to upper respiratory tract and lungs. May cause respiratory sensitization to susceptible individuals.Symptoms may include coughing,difficult breathing and tightness in the chest. Effects may be delayed. SECTION 4-FIRST AID PROCEDURES In all cases,seek additional medical attention. EYE CONTACT Flush with clean,low pressure water for 15 minutes while holding eyelids open. SKIN CONTACT Remove contaminated clothing. Immediately wash skin with soap and warm water. INHALATION Remove from contaminated area to fresh air. If not breathing,administer artificial respiration or oxygen. INGESTION In case of excessive ingestion,give large amounts of liquids. DO NOT INDUCE VOMITING SECTION 5-FIRE FIGHTING MEASURES Flash Point >400°F/>204°C(estimated) Extinguishing Media Carbon dioxide,dry chemical,foam,water fog or fine spray. Special Protective Equipment Positive pressure self contained breathing apparatus(SCBA)and protective fire fighting clothing. Hazardous Decomposition Products During combustion,Carbon Monoxide and Carbon Dioxide,Nitrogen Oxides,Ammonia,Hydrochloric Acid,Hydrofluoric Acid,Chlorine,Fluorine,Phosgene,Phosphorous oxides and trace amounts of Hydrogen Cyanide are given off. SECTION 6-HANDLING AN ACCIDENTAL RELEASE OR SPILL Provide adequate ventilation. Wear suitable personal protective clothing and equipment. Contain spill and collect using suitable absorbent material,such as sawdust or vermiculite. Shovel into waste container adding 10%-20%decontaminate solution(90% water,7%ammonia and 3%liquid detergent). Leave uncovered for 24 hours prior to disposal. Dispose of as ordinary industrial waste in compliance with pertinent regulations. Framing / Firestopping Inspection Report • Office No. (518)761-8256 Date In pectin uest received: Queensbury Building &Code Enforcement Arrive n_ m/pr ( pepart: am/pm 742 Bay Road, Queens ry, NY 12804 Inspe or's Initials: . )l� NAME: £)ikr . PERMIT#: 8-- 32/ LOCATION: / A i;,(-Am, pc-J. INSPECT ON: , TYPE OF STRUCTURE: _ t !flidi N/A— COMMENTS: Framing 11_ Attic Access 22" x 30" minimum E' 1 V� � c`+1� iC Jack Studs/Headers kt o k e , 5 Me Bracing/Bridging Joist hangers &hi Jack Posts/Main Beams ( C%�%�^ �.�, 1l � L.)V. Exterior sheeting nailed properly 12" O.C. Headroom 6 ft. 8 in. n f Stairwells 36 in. or more ' ` KPH` !)& t �'Li "'/ `> Exterior Deck Bracing Headroom 6 ft. 8 in. =. , j i L'!0 `r( Notches/Holes/Bearing Wails Metal Strapping for Notches Top Plate 1' } 1 '/(w) 16 gauge (8) 16D nails each side U.A . f �= Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour &CZ l-ltIC K Fire wall 2, 3, 4 hour Firestopping Penetration sealed 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:\Building&Codes Forms-OLD\Buibing&Codesllnspecdon Forms Framing Firestopping Inspection Report.doc Revised January 7,2008 i Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ' 1 NAME: PERMIT#: (1 -3 2-1 LOCATION: J t,p2, ic.ffit, rt ,, INSPECT ON: TYPE OF STRUCTURE: /�1/ Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/(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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'/ 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 LABuilding&Codes Forms-OLD\Building&CodesYnspection FommsFraming Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report • Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depa m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:C.44:9 NAME: i M4V‘g...t..1/2_ PERMIT#: de/ LOCATI INSPECT ON: s Z TYPE OF STRUCTURE: 1/478 Framing Y N N/A COMMENTS: '"AlP Attic Access 22" x 30" minimum Jack Studs/Headers / 1'. O KR_ #-S Bracing I Bridging ,,1� Joist hangers 4-'ke -epC�` Jack Posts/Main Beams Exterior sheeting nailed properly a4' 7 12"O.C. �' ✓ Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing _ Headroom 6 ft. 8 in. `A.(Ac$ /" Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side <b _ C5 a_ Draft stopping 1,000 sq. ft. floor trusses «.. =^• . or less on center Ice and water s ,Id 24 inches from wall _ ire separation 1, 2, 3 hour c Fire wall 2, 3, 4 hour `i? a. 1: Firestopping Penetration sealed 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:\Building&Codes Fors-OLDDBuilding&CodesJnspection FomusFraming Firestopping Inspection RepoR.doc Revised January 7,2008 u--g'xc61-7, Septic Inspection Report Office No. (518) 761-8256 Date Inspectio - est r: iv-•. Queensbury Building &Code Enforcement Arrive: b %m/pm D=•-rt: / 742 Bay Rd., Queensbury NY 12804 Inspectors Initia s: NAME: 4.{l� PE° NO.:LOCATION: %r^ C - � I •''ECT ON: — RECHECK: Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A Absorption Field: Total length t-", ft. r �\ ` ' \0Th Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 4`k. AA lip Tank to Distribution Box l Distribution Box to Field / Pit Opening Sealed: Y_N End Cap _Y N Inlet/Outlet Pipes&Baffles _Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _Y— N Engineer Report and As-Built —Y N Location of System o Property: Front ear Left Side Right Side Middle Front Middle Rear System Use S tus: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 06/18/07 L:\Building&Codes Forms-OLD\Building&Codes\Inspection Forms\Septic Inspection Report.doc v Foundation Inspection Report Office No. (518)761-8256 Date Inspection r-. . st : - :: Queensbury Building&Code Enforcement Arrive: p uu Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: • NAME: P RMIT LOCATION: � t A7-1—I fk) C RD 1 SPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation 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 f �� FoRN\ \ \st-Tx ►J �aT Plumbing Under Slab el 1/4.-tW1 PVC/Cast/Copper F-LZ(R— DV. C. CO.L` . N. Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection •� •: (O Queensbury Building&Code Enforcement Arrive: \�7,0 s Dep \ pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi: i%/` NAME: tDr%—. lJ(E14eI P ; IT#: LOCATION: i iscl—v,4 sk j PECT ON: fi TYPE OF STRUCTURE: i /J 6 r ir Commen 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 • •.se on site. �r— Foundation/Wallpour \ , \ �ant in Place ��✓ �.1 5 ootin A a in place Z t1 1111 • I piFoundation Waterproofing DO,\tt 73\?U\ 41rbv. �� Footing Drain Daylight or Sump till Footing Drain Stone: inch width • ` ches above footing , � • i 1. 1 for wet areas under slab P umbing Under Slab 11111 PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspecction Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ` t1) am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector' Initials: al- NAME: t/ PERMIT#: 3 LOCATION: fK INSPECT ON: 1 3 ega TYPE OF STRUCTURE: Comments Y / N NA 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation 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:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc last printed 12/20/2005 9:24:00 AM v Code Compliance and Informational Sheet for Permit Use Quee bury Dept. of Community Deve Project for: P-e-� ejJL-- BP 2008 - 3=1/ Applicant Name:7-4691k.erdkiYZoning Administrator Tax Map No. d.. J, ig"'l-(P7 /6 f 1 kd ' ••licatian Lot# House # � ^) road, street III)U ' 6 2008 Lot Size: I,l740- i. Mobile Home Park: Zoning Administrator TOWN OF QUEENSBURY Business Plaza: Planned Unit Dev. Subdivision: Phase/Section 1 Effective Year Zoning Designation Zoning Ordinance Prior to 1967, July 10 Subject to current setback requirements at time of development. Section 179-20-10,B Subsequent to Development of lots within subdivisions subsequent to July 10, 1967 July 10, 1967 shall use the setback requirements in place at the time of the approval of the subdivision. 1967 1982, June 11 88,September 19 Corner lot rule Prior to Nov.23,,1992 approved subdivisions * (see note on back of form) 2002, April 9 fie- A Road Name 1 Setbacks Existin Re uired - qp AO osed Difference Front 1 d • Front 2 - /_ Side 1 �'�/ Side 2 1r¢ � `ff- Rear 1 —IL— a--+ Rear 2 Shoreline Travel Cooridor Overla Zone Buffer , Yes No meets depth,width, &square footage requirements preexisting,nonconforming lot with proper setbacks required frontage on public road — — has required off-street parking permeable area is adequate (Requirement is %) building does not exceed maximum height (Max. ff.) Is lot in a Flood Zone? Floor Area Ratio worksheet required? Zone: WR-1 A Town of Queensbury Code Compliance and Informational Sheet for Permit Use Queensbury Dept. of Community Development a s- 0 H 0 Z *Corner Lot Information for Subdivisions Approved Prior to November 23, 1992 Section 179-30.1 which requires front yard setbacks on both roads for a corner lot was not enacted until November 23,1992. Therefore,prior to November 23, 1992 parcels within approved subdivisions have one (1) front yard,two (2) side yards, and one (1) rear yard setback. Review Type File No. _ Action Resolution Date Zoning Board of Appeals _ Planning Board i - Town Board — —_ Check List Yes No Recreation Fee Paid rEngineering Fee Paid Site Plan Maps on File Subdivision Mylar Signed and Filed with County Application appears to conform to the requirements of Section(s) of the local Town Code: Application requires additional review for the following: Zoning Board of Appeals Planning Board Town Board of Health Town Board for Mobile Home Outside of a Mobile Home Park Other Reviewe aff Date Notes Town of Queensbury Job:(293515) /T1 COMMON THIS L0VG FREPAREC FROM COMPUTER INPUT(LOADS 0 DIME`JSIGN5,'TJBMI ED 0(TRUSS MFR o 90 mph wind,15.00 0 mean hgt,a5CE 7-02 CLOSED bldc Located an whe-e r rce1 CAT II,ELP C mrid TC DL D sf, o Top chord 2:x4 3FF 1650 f-I 5E p y p But chord 2e[SFF#U#2 wind 3C DL=3 0 per te, Webs 2x4 SFF Slid t- 'JVrld-sa:t ons based on MD/FRS pressures s Rost_1ver=re suppete 2 00 psf-o'A load. Truss pasec Chet,.fcr 11 psf add tional bsttom chord live load in areas w.th 421-high z 24"-wide ceararce Truss design per IRC se R80210 2.10.00 psf nor-concurrent botcm_herd live load applied per ANsl/-PI 1 Deflection meets Li240 lee and L/180 total load. Tress designed for unbalanced snow load using.0 00/I 50 w rrhea-d/eeward factors based on Pg=60 00 psf Ct=I iD, Ce=1 j0,CAT II&Pf=46.20 p_f. Plates sized for a minimum of 240 sq in.!piece 12' - 12' 5X6 r 12 r 6 zxaiiir 2xa t )IIIIIIIIIIIIppr M Li, 4 •� \k/ • 1= t zo a c t Cl `a 4X8(B3) 4X8(83) r. y 4y. — I 1 1� ` -' 4X6(R) H0308 4X6(R) .. 24' R=1812#U=193#RL=132/-132#W=5'8 24 R=1813#U=193#W=5"8 c r LEFT RAKE=6"11 RIGHT RAKE=6"11 LEFT JIG=13'6"14 RIGHT JIG=13'6"14 c TAG= T1 SEQ= 205914 PLT.TYP.-WAVE DESIGN CRIT-lRc2003 Cg/Rm,2utf 25n0(u; QTY=8 TOTAL=8 REV. 8.03.0416.02 SCALE=0.3221 . This is a preliminary drawing that can be used TC LL 46.2psf REF only for trusses fabricated by S.R.Sloan,lnc. TC DL 7.0psf DATE 06-25-2008 .. S. O� SIt reR.Sloants loc. es r spes h and pitch. __ S.R.Sloan.lnc.reserves the right to adjust BC DL 10.Opsf DRWG R. INC materials and design at the time of production. BC LL 0.0psf DM z ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS The structuralomid integrity will not be compromised.Sealed drawings will be TOT.LD. 63.2psf 0/A LEN. 24 r WHITESBORO,NY ORWIGSBURC.PA furnished upon request. DUR.FAC. 1.15 JOB#:293515 'Gill 4alsey F] PO Bo:5E0 150r-34,7'452 , vrnde=11aro.v3'I3492 NewH31t r[,N' 12412 Fre131°p35 J140 SPACING 24.0" TYPE COMN u Job:(293515) /G1 GABLE THIS DWG FREPARED FROM COMPUTER INPUT(LOADS&DIMENSI ONS)SUBMITTED BY TRUSS MFR. c' Top chord 2x4 SPF 1650f-1.5E 90 mph wind,15.00 ft mean hgt,ASCE 7-02.CLOSED bldg,Located anywhere m roof CAT II,EXP C,wind TC DL=3.0 psf, Bot chord 2xe SPE#1.42 wind BC DL=3 0 ps` C, Webs 2x4 SPF Stud r Wind reactions based on MWFRS pressures_ 2 Roof overture supa r.s200psfsoffitload. All plates are 2X4 except as noted. Gable erd suppors 8':sax rake overhang. See DWGS A10015EE0207.GBLLETIN0207,&GBLBRSTD0207 for more requirements Truss design per IRC sect R802.1b 2 10.0U psf nor-concurrent bohom chord live load applied perANSVTPI 1 Deflection meets L1240 live and LPt80 total load_ Truss designed for unbalanced snow load using 0 00/150 winclward/eeward factors,based on Pg=60.00 us-,Ct=1.10, Ce=1 00.CAT II&Pf=46 20 psf. Plates sized fora minimum of 2.40 sgin./piece 12' 12' f 4X4 i I 12 6 '-1 IZ. B io I Ili 4a N o a a i i to m u, a I-- 2X4(A1) 2X4(A1) ro ' .... • 0 ffl.L.' 11_ 0_ DI: , -J›,>____ __ ., ■ • • 1 5A4, r 12 12 R=190ptf U=100pIf RL=111-11plf W=12' R=170pif U=100plf W=12' a LEFT RAKE=6"11 RIGHT RAKE=6"11 u LEFT JIG=13'6"14 RIGHT JIG=13'6'14 c, TAG= T2 SEQ= 205917 a PLT.TYP.-WAVE EES1ifllu CRIT=1R020E3 eq/RT=".00(1 25;,10(0) QTY=1 TOTAL=1 REV. 8.03.0416.02 SCALE=0.3221 i- This is a preliminary drawing that can be used TC LL 46.2psf REF F only for trusses fabricated by S.R.Sloan,lnc. TC DL 7.0psf DATE 06-25-2008 a S. R. LOAN S.R. E ItreSloants loc. sp n and pitch. SR.Sloan.lnc.reserves the right to adjust BC DL 10.Opsf DRWG INC materials and design at the time of production. BC LL 0.0psf DM ROOF&FLOOR TRUSSES CUSTOM STAIRS&STAIR PARTS The structuralomiedintegrity will not be compromised.Sealed drawings will be TOT. LD. 63.2psf 0/A LEN. 24 `' WHITESBORO,NY • ORWIGSBURG,PA furnished upon request. DUR.FAC. 1.15 JOB#:293515 8111 Raise,Rd PO Bo<560 1-601-366-7562 C . Sf5175dorc,'1 13492 New Hartford,Nv 13413 F3R315)73,-7746 SPACING 24.0" TYPE GABL R �1 7 l'y 32 / Y i �. _.,......_ ______ U c.. REAR PROPERTY LINE t 'i . /_ CP . ' 1 l \s: i i ; s. L'a'e _ y� o y -, tr y V 1 f I 1 0 - ft I 1 N -0 _ _.... N . f ,.e 0.a �• Q § c \\'a' \ ... '�r d one H 7 till~Yi.ta ,t 1 u,j „pnim ., y.,.Ala w c 14C/611 mV jt� .. no �__a, 9 cFr n ! : and e Gj't , m _ 6,4 ra7 tjt �aatjen Op carpj4aeva 0 Nerd Ycr State: .... _.. _. _. _ , r« . m m r r i r r:''‘fHoNpV __Ix . CD d 1 F die r- A --I ! ! c‘i A- Z m o m r .N v _ w P c 3:A r_ . - Q v.�r/:v-t 6/ c a_ o --.. C O D m v G 11a 0 $ sj.,.i9 4xpi ' t a 3 ' q { ! }} S li 7 2 - ,� -e e eftt Lt i:.lt_.i Piave a `C 3 ...` �....5 Sc;. fa-ton 1. e '' , ' 13�� IiIC caIG G', ?. 3NI1 Al2i3dOHd INObd '. ,. 24' 10'3 - 34 - 10'5 3' - 7'3 1 -- 3' -- 4'7 -- 2'10 -i , ; 1 , ._____ 1 , 1 i 2'11,4.1 1 1,----, L , Liner-61 0) in i L CN1 _ CO -, ED Bathroom o Porch .st' _ in ' ! 9'10 t , 1 .4. 4'8 rol in o in Welkin Closet 7'10 Entry Existing Deck ni from 1_- P' BedrooTri I LIVING AREA 1'9"4 384 sq ft - 313"4 - 5'5 --t, 5' ' . 1 , 8'6 ,, 5'1 , . 10'5 - ' cs- 24' I I 1 y { Y 1 tilt Community Development Office 4. ''oion of Queenshury • 742 Bay Road • Queensbury, New York •12804 WINDOW SCHEDULE JOB SITE/ADDRESS: I AJ 'e..k4 ../1 Ro.:,x) DATE: OWNER: ZL.o,-v 1,3, Max/ E-7, u+4X APPLICATION NO.: UNIT OR CLEAR WINDOW- CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING WIDTH IN IN INSTRUCTIONS ON PLAN SIZE INCHES INCHES t d- - R 1\c s o - 3� '-i� .�3 3 t3c,77q -.6- Pe_k1,, �F� 3t 60 . 7-1' 6 Pe ) 1c4 ,,-6- 13570r 310 3F 93 C: B 26-LTR I 1-05 CJcS "JL/ Quantity SKU# Smoke Detector I 1 t_$ 15.94 $ 15.94 f445-228 2x12x12 28 $ 11.59 $ 324.52 187-362 2x12x16 Headers/Blocking 7 $ 15.45 $ 108.15 t187-393 3/4 Sheathing1 /4 T&G Ply12 $ 26.38 3 DF ;_ $ 316.56 ,915-394 2x12x16 Box/Center Beam 5 $ 15.45 $ 77.25 , 187-393 large tubes Adhesive 5 $ 9.50 $ 47.50 389-509 6x6x8 Support Post ! 3 $ 19.97 $ 59.91 260-691 porter cable box Nails 1 $ 58.49 $ 58.49 410-002 Sill Plate PT $ - 2x6x16 4 $ 13.97 1 $ 55.88 255-457 Sill Seal 1 $ 6.66 $ 6.66 409-989 I $ - Walls 2x4x8 Interior Walls/Porch 70 $ 2.43 1 $ 170.10 161-640 2x4x10 1Top/Bottom plate 4 $ 3.43 j $ 13.72 , 161-659 2x4x16 (Top/Bottom plate 6 $ 5.63 $ 33.78_L 161-683 2x6x8 Exterior Walls 45 $ 4.16 $ 187.20 161-713 2x6x16 6 $ 8.48 $ 50.88 161-799 2 3/8 Nails -1 $ 39.99 $ 39.99 584-609 7/16x4x8 OSB sheathing 23 $ 7.65 $ 175.95 386-081 $ - Siding 700 sf 3 $ 134.00 $ 402.00 406-651 siding by the piece 2 $ 6.27 $ 12.54 -254 1 1/2inch sheetrock 45 $ 6.30 1 $ 283.501258-350 Compound 1 3 $ 12.55 = $ 37.65 �,258-725 $ 6" Wall insulation 4 $ 37.20 1 $ 148.80 111-861 $ - 12"x15 Ceiling insulation 9 $ 38.831 $ 349.47 193-825 Floor Insulation 9 $ 38.83 1 $ 349.47 193-825 Lite/Fan QTREN080FIT 1 $ 169.00 $ 169.00 607-166 --------------- $ _ Vanity lites 1 $ 95.00 $ 95.00 394-542 $ $ - 450sgf 30yr shingles 1 15 $ 18.15 $ 272_25 775-276 5/8x4x8 plywood 16 $ 18.88 1 $ 302.08 ! 166-081 Water & Ice 1 2 1 $ 55.75 1 $ 111.50 1977-115 $ - Hall Lites _ 4 2 j $ _ 21.06 $ 42.12 212-633 Walk in Lite 1 $ 21.06 $ 21.06 1 212-633 Porch Lite Motion j 1 $ 49.97 $ 49.97 163-045 Porch Lite Flush Mt 1 $ 29.45 $ 29.45 !703-737 24" I nt. Door 2 $ 43.99 $ 87.98 215-842 36" I nt. Door 1 $ 51.99 $ 51.99 1 215-941 36x42 Windows Bathroom 2 $ 315.80 $ 631.60 2 French Door Bathroom 1 $ 950.00 $ 950.00 290266 " 15 $ 3.66 $ 54.90 4"Pine Framing.___. ----- --- 8" Baseboard ! 20 $ 5.75 $ 115.00 - a R13 Wall insulation 288sf 3 $ 42.62 $ 127.86 $ Curtis Trusses 9 $ 68.00 $ 612.00 36x60 Windows Lowes 3 $ 222.00 -$ 666.00 136779 36x38 Lowes 1 $ 170.00 $ 170.00 135801 Sliding Door r 1 $ 950.00+$ 950.00 3 Carpet One Flooring Earthscapes 160 I $ - 4.00 $ 640.00 is 9,475.67 Security Supply Bathroom Fixtures j $ 2,745.54 Lowes Vanity $ 588.00 263756 Jointa Galush Crawl Space $ 686.94 Duke Concrete _ $ 14,193.15 ,'' 23.0" ,1' 1 d• 24=6" \ n) cos V, a? \\ N CO O i / / 22'-8" r 1- / 6/ , io / -. N 3-0"x 4=8"3=0"x 4'-8"0"x 4'-8"3.0"x 4'8" co ul— 1 I 1 I to / 5'-3' 3'-3" 2 8"- 3'S" { 9=11" c+ J'" 24-6" v f `1" k N Of pp N k A co+-c. 1 N ' /I' 4'-0"— —3'6" ' 3'-0"x6=8" 2'-8"x4-1" \dry I . T co3'-0"x 3'-2" A -10" k ? 12'-11" )'" 4-3" / 4. N i / O - k 23=0" k o cn , 7-8" N L / 3'8+ 2'_2.7 I' O — .- 3-0"x 6-8' o b k 14 O) • o Ch \— x ip T cb �h lw a, __\,_ k --\ a w s KJ al NI' + b 3'-0"x 5-0' L 3-0"x 3'-6" \ LT ,i' 5-10" —4=0" 11-2" *-2'-10"4 it (.) 2,)( tlx t6 D-M OPb— Vb� W.&W H�b x ...._ ��. GS n ... ._.. A A'7 4 G9 f ,,•���',i fit'r> �� �-�--'--�--...-�__.._,, .,_„;�1-L'•�.-..,r.7 - •_-_.r,a ._. � a Rr, �m �� Vlcw Wrdow Hetf _- . 'I i J zun ire eir ee� onions vreN� wvieow Hdp - _ ." .. x RI .x.r �-+_'--�__�.�-�- 4�...u--�✓, �, Sri-,�%'` I I I II t �NgtAing i A•--it.P�=i3�--. REScheck Software Version 4.1.4 Compliance Certificate Project Title: 08037 080701 Tom Utter Report Date:07/02/08 Data filename:F:\DataFile12008 Projects12008 Ind&Struc\08-037 Utter StrcttC Design\Calcs108037 080701 Utter ResCheck.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 15% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 188 Aviation Road Tom Utter Kenneth Martin Queensbury,NY 12804 188 Aviation Road Jarrett-Martin Engineers Queensbury,NY 12804 12 East Washington Street 518-743-0208 Glens Falls,NY 12801 518-792-2907 kamartin©jarrett-martin.com Compliance:Passes Compliance:3.2%Better Than Code Maximum UA:62 Your UA:60 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 224 38.0 0.0 7 Wall 1:Wood Frame,16"o.c. 144 21.0 0.0 8 Window 1:Wood Frame:Double Pane 11 0.350 4 Wall 2:Wood Frame,16"o.c. 126 21.0 0.0 7 Window 2:Wood Frame:Double Pane 11 0.350 4 Wall 3:Wood Frame,16"o.c. 144 21.0 0.0 6 Door 1:Glass 40 0.350 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 224 21.0 0.0 10 Furnace 1:Forced Hot Air 78 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications a in compliance with ' Code. Kenneth Martin, P.E. Z o✓ Name-Title ignature D e oS NEI4/ CC ;(. a / Fp No o7433 ti� OFESSSON- Project Title: 08037 080701 Tom Utter Report date:07/02/08 Data filename:F:\DataFile\2008 Projects\2008 Ind&Struc108-037 Utter Strct\C Design\Calcs\08037 080701 Utter ResCheck.rck Page 1 of 4 = REScheck Software Version 4.1.4 Inspection Checklist Date:07/02/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation f Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane,U-factor 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor.0.350 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-21.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air.78 AFUE or higher Make and Model Number. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder. ❑ Installed on the warm-in-winter side of ail nop-brited framed ceilings,walls,and floors. ,, 4.. Materials Identification: 's ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are idefltified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. Project Title:08037 080701 Tom Utter Report date: 07/02/08 Data filename:F:\DataFile\2008 Projects\2008 Ind&Struc108-037 Utter Strct\C Design\Caics\08037 080701 Utter ResCheck.rck Page 2 of 4 Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: • Supply ducts in unconditioned attics or outside the building are insulated to at least R-11. Return ducts in unconditioned attics or outside the building are insulated to at least R-6. • Supply ducts in unconditioned spaces are insulated to at least R-11. • Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: • O All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). • The HVAC system provides a means for balancing air and water systems. Temperature Controls: • Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: • Separate electric meters exist for each dwelling unit. Fireplaces: • Fireplaces are installed with tight fitting non-combustible fireplace doors. • Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: • Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. O Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: • Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ AU heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title:08037 080701 Tom Utter Report date: 07/02/08 Data filename:F:\DataFile\2008 Projects\2008 Ind&Struc\08-037 Utter Strct\C Design\Calcs\08037 080701 Utter ResCheck.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature("F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 • Table 2:Minimum insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) o Project Title:08037 080701 Tom Utter Report date:07/02/08 Data filename:F:\DataFile\2008 Projects\2008 Ind&Struc108-037 Utter Strct\C Design\Calcs\08037 080701 Utter ResCheck.rck Page 4 of 4 GENERAL NOTES: G-1) BASE MAP INFORMATION PROVIDED BY OWNER. G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION, PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED. APPROX. EXISTING RESIDENCE EPDXY GROUT (2) #4 REBAR CONCRETE SPECIFICATIONS: INTO EXISTING FOOTING, EXISTING RESIDENCE EACH LOCATION 1. CAST-IN-PLACE CONCRETE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: ACI-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS", ACI-318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS MODIFIED HEREIN. L 2. ALL CONCRETE SHALL BE 3500 PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL SHALL BE 60,000 3'ox3'2 I PSI STRENGTH, ASTM A-615. rn x I 3. PLACING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 24 = N INCHES AND IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF O SEVERAL LAYERS, PLACE EACH LAYER WHILE PRECEDING LAYER IN STILL PLASTIC TO AVOID COLD JOINTS. 7'—6' C7 z 2X6 STUDS @ 16" O.C. I 2'-0" ( PLACED3.1. CONSOLIDATE RODDI G, OR TAMPING. U CONCRETE B MECHANICAL SE EEQU PMENT ANDPROCEDUR SREQUIPMENT FOR CONSOL I D CONSOLIDATION OF CONCRETE IN X WITH INSULATION I WITH ACI 309. C7 I INSERT AND WITHDRAW VIBRATORS 0 00 r 3.2 DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. o I I 2'-0" 4" T&G SUBFLOOR I VERTICALLY AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. PLACE ' �7 �1 VIBRATORS TO RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING LAYER. DO NOT 16 -0 UNHEATED � L J THROUGHOUT; GLUED I I I INSERT VIBRATORS INTO LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION LIMIT SPACE z 0-) A AND NAILED ( DURATION OF VIBRATION TO TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF A n 0 REINFORCEMENT AND OTHER EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX. N S1 °' S1 I I x, ( EXTRUDED ALUMINUM 4. PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS 0 00 o N I BRICK VENT BY SO AS NOT TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE. I I Q7 IGREENHECK OR 5. DO NOT TACK-WELD OR WELD REINFORCING STEEL. 2x4 STUDS I [,---- EQUIVALENT; 3 @ 16" O.C. — — — — — -- — —I TYP. 4 PLACES 6. COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6" LIFTS TO 95% ASTM D-1557 DENSITY '0X5'0 3'0X3'6 SPECIFICATIONS. NOTE L — 7. EXCAVATION: REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN REQUIRED SUBGRADE ELEVATIONS. TRIM BOTTOM TO REQUIRED LINES AND GRADES TO PROVIDE SOLID BASE TO 1 . WINDOWS SHALL BE BEAM POCKET 147-3" RECEIVE CONCRETE. 24'-0" ANDERSON 400 SERIES TILT WASH OR EQUIVALENT 8. PRODUCTS: 2. FRENCH DOOR SHALL BE PORTLAND CEMENT: ASTM C-150, TYPE 1 OR TYPE II. ANDERSON 400 SERIES GLIDING FOOTING/ FOUNDATION PLAN BU77E77 L PLAN DOOR OR EQUIVALENT AGGREGATES: ASTM C-33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE 1I SCAL E GRAPHIC SCALE TO THE ENGINEER. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 1�/SCAL C E WATER: POTABLE C� AIR - ENTRAINING ADMIXTURE: AST - 0 U WATER REDUCING ADMIXTURE: ASTM C-494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. USE ONLY t- ADMIXTURES THAT HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS. V) ry w SEALANT / BACKER ROD: SEALANT SHALL BE TWO PART POLYSULFIDE JOINT SEALANT MEETING THE REQUIREMENTS OF ASTM C-920, TYPE M, GRADE NS. o P.T. 2x8 PLATE 9. DESIGN MIX: o MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH THE MIX DESIGN PROCEDURES SPECIFIED DO 211X12" A.B. @ 6' O.C. IN ACI 301. M RIDGE VENT 8" PLYWOOD SHEATHING WITH AND 1 ' FROM ENDS OF CAP BLOCK AS REQ'D 0 30 YR ARCHITECTURAL SHINGLES SILL PLATE; GROUT CORE FULL 9.1. USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE, PROVIDING NOT LESS THAN 5% NOR MORE THAN 7% ENTRAINED AIR. 0 cn DUR-O-WALL DA3100 TRUSS 9.2. DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES, AS INDICATED TRUSSES BY S.R. SLOAN, INC. 2" RIGID INSULATION -,---," NSULATION JOINT REINF. (TYP. 3 PLACES) ON DRAWINGS AND SCHEDULES: OR EQUIVALENT 9.2.1. W/C RATIO = 0.46 MAXIMUM 9.2.2. CONCRETE SLUMP AT POINT OF PLACEMENT: NOT LESS THAN 2" NOR MORE THAN 4". R-38 BATT INSULATION o PROPER VENT 8" CMU TIMBER SPECIFICATIONS: Q pALUMINUM FASCIA 8" � 1. ALL LUMBER TO BE SPF GRADE 2 OR BETTER. n • 2. ALL LUMBER IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. Q --) 1 ,-4" �-- (2) #4 CONT. SIMPSON H- 10 3" CLR. (TYP.) w HURRICANE TIE PERFORATED SOFFIT TYP. `� STRIP FOOTING/ FOUNDATION DETAIL DESIGN LOADS: OR EQUIVALENT N (TYP.) LIVE DEAD p 8 -10 SCALE: 1/2" = 1'-0" LIVING AREA 40 PSF 10 PSF CL60 PSF -AR 2X6 STUDS @ 16" O.C. �� UNIFORM ROOF SGROUND SNOW LONOW AD LOAD 455 PSF o R-21 BATT INSULATION UNBALANCED SNOW LOAD 55 MPH c FOUNDATION 7 OSB SHEATHING 0 WIND 90 MPH 3 16 SEISMIC DESIGN CATEGORY "B" TY 2,000 PSF WALL/ FOOTING S1 VINYL SIDING PRESUMPTIVE SOIL BEARING CAPACI � FLOOR JOIST >> CRAWL SPACE 3,_4>> EXIT / Z g�CK� 20 .� +' _•.`_- CD3y ROUND POND \ 8" UTTER RESIDENCE 0 4" CONCRETE R-21 BAIT INSULATION `� �02o a wV- j 07/02/08 �A SUBMITTED FOR PERMIT APPROVAL TSM r o SLAB 03) #4 E.W. SPACED EVENLY; ¢ $J �, `� U DATE REV # ISSUED / REVISIONS BY 2 -0 3" CLEAR TO SOIL V SQUARE Y n ``II � ��, 1- DRAWING: �� q� I SWEEP Q z BUILDING PLANS Si A BUILDING SECTION GRAPHIC SCALE z Dof NE 2' 0 2' 4' 8' PO1�R �I,, R9 ^, gT ,�Q �HA RESIDENTIAL FOUNDATION SCALE: SEE GRAPHIC SCALE S1 UTTER RESIDENCE � scAt>; Q PEGGY o 1/4 _ 1 0' ANN r' o �� �/ _ 188 AVIATION ROAD N �ti QUEENSBURY, NEW YORK 4- ��o;►a3'�' ER AVE °�SS'�►P� 1 JARRETT - MARTIN ENGINEERS, PLLC t -' LUIERNE 00 � EXIT KENNETH A. MAR11N PROFESSIONAL ENGINEERING o �- 18 o c RD P.E. # 074334 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 COPYRIGHT©2008 GLENS FALLS, N.Y. FAX: (518) 798-1864 LLOCATION PLAN ONLY COPIES OF THIS DRAWINGWIHA O SCALE: N.T.S. BLUE SEAL SHALL BE CONSIDERED RUE JULY 2008 PRO # 08-037 SHEET: 1 OF 1 ANDVALID ALTEL- RLICE LICENSED ENGINEER IS NL BY VFUL. BASESHEET:22 x 34 PLOTTED/REVISED:07/02108 9:00 AM w _J Li