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2003-765 441` TOWN OF QUE E NSB URY W 742 Bay ay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030765 Date Issued: Friday, January 30, 2004 This is to certify that work requested to be done as shown by Permit Number P20030765 has been completed. Tax Map Number. 523400-266-003-0001-069-001-0000 Location: 1576 Ridge Rd Owner. HAYES CONSTRUCTION GROUP, L.L.C. Applicant HAYES CONSTRUCTION GROUP, L.L.C. This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage - 2 Cars Attached Single Family Dwelling rDatal) 4 Director of Building&Code Enforcement 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. 7.la No inspection will be made until applicant has received a' Fee Paid $ 0 4- valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the ?�"� application form. Reviewed By:t i Applicant: CV.57%tie, Owner: 51 h r Address: 5 Address: 62,u Phone#( 4 ")2- Z Phone#(_) - Property Location: Lot Number: ?A / House Number / Pare" Subdivision Name: 1464C3/two 14etY& Tax Map Number: -(-( 0 3 -I- tog•1 New Building: residence /commercial < Estimated Market Value of Construction: $ ' 5/ e()CI ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial O No change to exterior size: residence/com'l a Other work(describe ) tA6(.0 , S kt7 , Check Occupancylnformation 14 Floor 21m"Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single family dwelling 1213 1 (13 l S c ❑ Two family dwelling ❑ Townhouse O Multifamily dwelling VI F7(7 7Rf E #of units o Office ;t ' o Mercantile RY a Manufacturing 'M o 1 car detached garage ° '- " O 2 car detached garage O 3 car detached garage O 1 car attached garage X 2 car attached garage ® 4 t C) ❑ 3 car attached garage , a Storage building- commercial O Storage building- residential a Other What is the proposed height of the structure 3 d Afeet © inches 631A7( A' Will any second-hand or ungraded lumber be used? If so,for what? 1v ) Type of Heating System: electric/ oil /Cp wood /forced hot ay)/ baseboard/other: Number of Fireplaces to be installed t- Number of Woodstoves to be installed 0 List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder es CA T i' 55 '` 'j &by 761 Z-'I/9 Z 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 Orriinsnre and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of B 'Wing and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all ons Signature: ` • owner,owner's agent,architect,contractor 1. OWNER INFORMATION:Application for Permit—Septic Disposal System Town of Queensbury 742`Bay Road Queensbury,NY 12804 (518) 761-8256 Location of installation: g ,rolti) Office Use Tax Map No. / / File Permit No.03--) G9S. Owner's Name: S j t j�, c�� Fee Paid Address: '.i5 I3k /M A / a I, 2. INSTALLER'S NAME : /1,11E5 4)i j)CN& PHONE NO. 7' Z 1/*7- 3. RESIDENCE INFORMATION: (circle year of dwelling;indicate#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 Flow 1980 or older x 150 gal/bdrm 1980— 199 x 130 gal/bdrm '• presen 3 x 110 gal/bdrm = 330 Garbage Grinder Installed yes /;;no Spa or Hot Tub Installed yes / no , 4. PARCEL INFORMATION: (circle applicable information"&indicate measurements) Topography Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply F an at hat depth at`w�h t depth municipal loa ,0 feet 1v feet e Steep slope clay z well; water supply __%slope other from any septic-system depth: absorption is /00 ft. other /h/A/ Percolation Test: (To be completed by licensed professional engineer or architect) Rate: 1Z 0 minute per inch 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: /00 0 gallon (min. size 1,000 gal.) ,' Tile Field: each trench 50 ft. Total System Length: ?.o® ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth dr thickness feet i 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. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE•PERSON(please read) 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 o Queensbury Sanitary.Sewage Disposal Ordinance. Dif rA'‘JO q I Signa ure of r sponsible person 1 Date ENERGY CODE COMPLIANCE APPLICATIO TOWN OF QUEENSBURY, WARREN COUNT 9000 HEATING DEGREE DAYS '0173 Compliance Methods:Part 5 -Acceptable Practice Method— 1&2 Family Dwelling dlj 19 ,r Part 6*-Thermal Rating—Component trade Offs 1&2 Familyiuig; Multi-Family Dwellings(3 Stories or less) Part 4*-Design by Component Performance,Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT'S NAME: PROPERTY LOCATION: e(E5 ColliiLu&T1* Cr LW K[D6e Keho C LoT—) PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1. Gross Floor Area- \2' 3 square feet 2. Type of heat- Electric Oil X- Gas Other 3. Is building mechanically cooled? x yes No 4. -- Percentage of area of windows and doors _ Over 17% Under 17% ' 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R VALUES AS SHOWN ON PLANS SUBMI1 TbD• a. Roof R 3 g b. Exterior walls R(— c. Glazed areas R 1, 8 d. Exterior doors R a.7/3. ro e. Floors over unheated spaces R WA f. Edge of slab on grade(heated building) R I 0 g. Basement/cellar walls(above grade) R Met h. Basement/cellar walls(below grade) R I r i. Heating/cooling-ducts-piping in unheated space R /VP 6. Service(domestic)hot water heating device Conforms to minimum efficiency per code X Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140—WILL NOT BE EXEEDED A' . leant�. S jnature Date Phone Number °OD'l03 1`� 2 1I 2 v INSPECTOR'S REMARKS: . 2 . Permit Number (town use) -- ç Town of Queensbury Application for Stormwater Management Perniar Under Chapter 147, Stormwater Management, LL 4-99 `;j.p t ,;00. THIS APPLICATION IS FOR A To`or U Major Project Minor Project P`' ", 1. OWNER U INDIVIDUAL U PARTNERSHIP U ASSOCIATION CORPORATION [I MUNICIPALITY U AGENCY NAME a .P PHONE 7 i ? - ci i¢2 MAILING ADDRESS 3°1 5 P,IG CITY f .ki l\ ;IvOrt}f STATE Nry ZIP CODE (2 e G: - 2. AGENT AME AS OWNER 0 CONTRACTOR []ATTORNEY U CONSULTANT U CONTACT PERSON NAME D (; / P.e. PHONE 2-- °I MAILING ADDRESS CITY STATE ZIP CODE _3. :CONTRACT_OR AME AS AGENT • - NAME PHONE MAILING ADDRESS CITY STATE ZIP CODE- - 4. PROJECT LOCATION = FACILITY NAME(if not residential) SECTION BLOCK STREET M1/4,0-(.5 Aw-re 't_ - ZONING CLASSIFICATION PROPERTY IS PRESENTLY MACANT l]PARTIALLY DEVELOPED U DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? U No 5,rs, name of subdivision ATo> NYktne 5. PROJECT DESCRIPTION PROJECT Z' 1T 5vi5tDi4,15i -V19-95K. 9..iO a L 'AO ;.o .'YH Sfiv'& PROJECT INVOLVES: Oarthwork/Landscaping U Tree Clearing House Construction or Addition X)riveway Construction 43arage Construction - U Detached Structure ►;E'.eptic System U Modification of a Stormwater Device U Other Al EP1 L:\CRAIG\TEMPLATES\STWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 1 of 3 PROPOSED USE 0 Residential (seasonal) g4 esidential (year-round) p Association p Public p Commercial ' , PROPOSED STARTING DATE irk 74,03 PROPOSED COMPLETION DATE C->CT c3 DESCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: 0 0-5% (Level))t1O% (Gradual slope) Li 10-15% (Moderate slope) i]Greater than 15% (Steep Slope) IS ANY PORTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? p Yes No (if yes,please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY . Oe LACRES FT2 (circle one) TOTAL AREA OF LAND DISTURBANCE: Itt lu 6o0±FT2(do not include area of stormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: J✓5 5 FT2 TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: 5. 3 e® (see instructions) TYPE OF STORMWATER CONTROL MEASURES TO BE USED: Arm (4r D 5c4'7t f€S MD R IT.60 A -5 itnAD £ 1Y-eNctie5 HAS AN EROSION CONTROL PLAN BEEN PREPARED? Ves, plan is attached p No If no, please contact your County Soil &Water Conservation District for assistance: Warren County 623-3119 7. SITE INSPECTION During the;processing of this application town personnel may need-to visit this site for the purpose of inspecting, measuring and/or photographing site conditions. I authorize town personnel to conduct such a site inspectionkyes A no - I wish to be contacted prior to any site inspection )(yes A no 8. CERTIFICATION _ I hereby affirm that the information on this form and,all attachments submitted herewith is true to the best of my knowledge-and belief. As a condition to the issuance of a permit,the applicant accepts full legal responsibility for all damage, direct and indirect, or whatever nature, and by whomever suffered, arising out of the project described herein and agrees to indemnify and save har ess the town from suits, actions, damages and costs of every name and description resulting from the said r . SIGNATURE OF OWNER t DATE 7 j5 Q-3 C SIGNATURE OF AGENT \ DATE 7 J5 0� l INCLUDE WITH THIS FORM: Site location map Project plans on g%X 11 size paper(Submit 4 copies of anyplans larger than 11X17) Names and legal mailing addresses of anyco-owners of the property A Attachment A(for major projects only A Stormwater Control Report (for major projects only A Environmental Assessment Form (for major projects only Failure to include any one of the required items will result in an incomplete notice and delay in processing your application. Permits and approvals may be required from other agencies. for town use only L:\CRAIG\TEMPLATES\STWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 2 of 3 The project is approved as shown on the attached approved plans and subject to the conditions listed on ' .the attached Schedule A. Approved by on Permit Expires Zoning Administrator Date CONDITIONS OF APPROVAL ATTACHMENT A to Stormwater Management Permit Application Permits or approvals required from other agencies Agency Permit or Approval Date Applied Date Issued Adjoining Property Owners List all parcels_within 500 feet Tax Parcel Number Name Mailing Address L:\CRAIG\TEMPLATES\STWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 3 of 3 1-or 2A ; 215.35' Mitre �- •ID Vol, 116 c CI.3)'z Z- • r•. so5.3a 1os.8s' .. °3a+o"w 62115 5tto -- I2a'x lcrx iIx4. 2 480e)c-hL 4. IIIP d EXISTING TREES ---7 A0oF VD- = V' itX i` I ETb exwe l i•o I t TO REMAIN miGZ'D ._ ►‘ (E•5) - 16 lr/F-r /.441444; owe.TRsmc.{ ( 2Ix3'(v ) 3 1 c- ti.I Fr s .ft. I 4 q / / 1.08 acres LOT 2B : 56170 sq.ft. IMWRYIOOS AREA : Rouse = I Io 25 k 2 _- __ _ _ r, 1.29, acres lRuEwie{ = I160 frz I G W _ I 4, GE4w' I �� A Tom L Z 3585 vi 7- I LoTT 'SLoVE `�" i, GENERAL ft�UIRED Vol.• = 3585(1. )? 53 8D&AL. a 1 I _ �-OT a —e•A cit 5 LoPE P I i I i - Apt'agi i' i.I4) ^ in o 1 1 ; LoT z B : , & 4, I "41 - I M PeRviao MCA - N00% = 18,5 o Fs: I - _ DR►u�tr 1�2a Fr' y •- . c SO4°22'11'w PRoµp�p [1_____\ ! 42.00' 'yyt�tome = 357(2Fs I \ = -L-L,� lt�Sc �zian L 111c: 8 �RopoD 7 e -UI R.ED Vol.• v• 357 o LI.5)= 5 3556AL ----- ]�'�0 1+°°5 � -htpk„.., LE i 4 0 -.....- '.. W 4 Si •j PROPOSED WEL f C PROPOSEV\ __ _ NE °4{ • WELL , : W . — 150.� • ' a 0, RK STA e,,,vn-R °44 TE RDU TE 9L RIDGE P n A ', SEED AND MULCH BOTTOM + SLOKS G' +/- WOE - • 51.0K TO DRAM • FROM PAYED SURFACE INFILTRATION SWALE Construct on low side of all paved areas NOT Tb c•ALE aTec-etic C o f Sn . ry c Alm- `' cA0Actri i,xW n p x FACE OF BUILDING EXTEND 12" PAST DRIP EDGE or 6" AT GABLE ENDS rom24" #2 BROKEN OR CRUSftED STONE • FINISE tED GRADE 6" ALUMNUM EDGNG (BLACK) 7 co o m�eit FILTER FABRIC :-� 9� �.. o.� -•o 6 0 p S GRANULAR BACKFLL EAVE TRENGI-t DETAIL Construct under roof' eaves. MOT TO SCALL C � utr>; . 5 -mlidnret MensT•" Triesat cAelAciry STORMWATER MANAGEMENT NOTES I t&AL.bar) ALL HOUSES CONSTRUCTED IN THIS SUBDIVISION SHALL INCORPORATE STORMWATER MANAGEMENT MEASURES AS LISTED BELOW AND DETAILED ON THIS DRAWING. 1, AN EAVE TRENCH SHALL BE CONSTRUCTED UNDER THE EAVE LINE OF ALL HOUSE ROOFS. THE EAVE TRENCH SHALL BE CONSTRUCTED AS DETAILED ON THIS DRAWING. 2. A SHALLOW INFILTRATION SWALE SHALL BE CONSTRUCTED ALONG THE LOW SIDE OF ALL DRIVEWAYS AND PARKING AREAS. THE SWALE SHALL BE CONSTRUCTED AS DETAILED ON THIS DRAWING. • EROSION&SEDIMENT CONTROL NOTES 1.BEFORE ANY QEARING OR GRUBBING OF THE SITE 5 MATED,AM)DURING EARTHWORK PHASES,SEMI NT TRAPS SHALL BE CONSTRUCTED IN ALL STORM SHALES AND DITCHES AND AS INDICATED ON THE PLAN.SURROI1ID STOQPILED SOB.FROM EXCAVATIONS AT START OF WORK 2.SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLA®TO FORM A PERVIOUS BARRER IN THE SHALE OR DITCH. 3.AT LEAST TWO WODDEr OR METAL STARS SHALL BE DRIVEN 11II000N EACH BALE TO MOTOR IT IN PLACE,CONVENTIONAL SNOW FENCING MAY BE 1LSED IN LIEU OF STARS TO STABLIIE BALE TYPE SEDIMENT TRAPS. 4.AFTER EVERY STORM EACH SEWER TRAP SHALL BE INSPECTED FOR FAILURES OR CLOGGING,AND ANY FALURE OR CLOGRNG SHALL BE IMMEDIATELY CORRECTED. 5.ALL BARE EARTH AREAS SHALL BE SEEDED AND MIOED AS SOON AS IS POSSIBLE TO PREVENT EROSION,AND EVERY BARE EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 1st TEMPORARY RAPID GROWTH COVER CROPS,SUCH AS ANNUAL RYEGRASS MAY BE USED FOR TEAP'ORA RY SURFACE STABILIZATION. 6.SMALL TERM AND TEMPORARY INTERCEPTOR DITCHES,INCORPORATING SELNMENT TRAPS,SHILLL.BE CONSTIWCTEW WERE LONG SLOPES ARE STRIPPED OF COVER GRASSES,OR WHERE FLL AREAS ARE EXTENSIVE 7.ALL SHALES AND MINED DITCHES SHALL BE SEEDED WITH GRASS FOR FOUR(4) FEET ETHER SDE OF THE SHALE OR DITOI=TERLBIE.ALL SEEDED AREAS SHALL BE MULCTED WITH STRAW IMMEDIATELY. 8.THE CONTRACTOR SHALL COMPLY WITH TIE NEW YORK GJDEDES FOR URBAN EROSION AND SEDIMENT CONTROL.AS PUBLWED BY THE EMPIRE STATE CHARM OF THE SOL AM)WATER CONSERVATION SOCETY. Job Site Address: Date: Owner: Application No. File No. -75 WINDOW SCHEDULE ! q d3 uh'ly. � i+7 fA •�tt Y � "� N Va6 ,�$ ^,'° g $ Window Window Mfg. Window Unit or Roil• hII� SQ, T SCSI T SQ T� Clear Clear Special Hardware or Number or Name Model Stock �P �S Opent g GlassfVisib ' Wept, Egfess/Clear Opening Opening Height Instructions Letter on Or Type Number W Teight I Opening- V i34t In Inches Plan Call Size Li 1,0 t.Ines • --THIS LINE HAS EXAVPLES OF SAMPLE ENTRIES SQL 24:T5135 Tempered eY 3 1!3 6 '� 1:5.3Qf6 • ` �'�'s r c ,�, � - � 4 , ;far ��.. `�16.e Glazing °����' g � � :. �� ,N R l r r L:\SueHemingway\Building.Permit.FORMS\Window Schedule.doc T Job Site Address: Date: ./ Owner: ' Application No. File No. (93- Y6 '3 Building Perniit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual #" 'r Req. Vent Actual Sq.Ft. Remarks Room Room ` 8%of Room Light 4%of Room Vent u: Opening for in Area Square �, Area Square Egress Square Footage Footage Feet ...n t P 1 1 I yam „, 4, iiimil 1 ,, 1,.:,,1 111P1--12:';' fl H 3 '•ii 4 64 � ! v n 4It 1 L:\SueHemingway\Building.Permit.FORMS\Nat.Light.V enti l.Calculation.Sheet.doc Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 2804 Inspector's Initials: .--- NAME: , PERMIT#: 7° LOCATION: l DC..C� 1\ DATE: 6 Eg TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door 1 door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft.vents tlding No./Address visible from road Final Electrical Site Plan /Variance required " ( Iv Z� ' Final Survey Plot Plan /�, — 1, .. %�'s't, � y"I r(G "�'�� �� � '� �''� �� As Built Septic System/Sewer Dept. Inspection Sticker �J Flood Plain Certification, if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/0(Cert. Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) L:1SueHemingway\Building.Codes.Inspection.FORMS1Res.Final Insp.form 2.doc edited January 28,2003 Residential Final Inspection Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p aelt: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: n NAME: 6 } A PERMIT#: 6 LOCATION: 5 7 ,,-_42�� a+J - DATE: e. TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof Roof Complete Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers (/ Grade away from foundation 6 in. with 10 ft. ' b (if> Handrail Termination at Newell Post or Wall 8 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window Carbon Monoxide detector Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 3/4 hour fire door/door closer Garage fireproofing Duct work Sealed properly Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq.ft.-150 sq. ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker Flood Plain Certification,if rewired Okay to issue C/C(Cert.Of Compliance) Okay to issue Temporary C/0(Cert. Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) L:\SueHenvngway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 :1 i Town of Queensbury 1 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# 0 ?- / (12 INSPECTION ON: I --c9, �)1 9 - 1 Name: A PM ANYTIME Location: c 1 ,e APP ONE ._.._—.__-{ N/A YES NO — COMMENTS EXITS AISLE WIDTHS ___ _ EXIT SIGNS-NORMAL _ - BATTERY EMERGENCY LIGHTING - FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM , FIRE SUPPRESSION SYSTEM - - HOOD INSTALLATION rty INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SFR-INK-aRS CLEARANCE TO HEATING"�M UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE �_ ^ EMERGENCY PLAN I HIMNEY IMUM OCCUPANCY SIGN MASONRY ROU IN , FINAL C __.�� _ FACTORY BUILT ROUGH IN FINAL • WOOD STOVE ROUGH IN FINAL VENTED GAS � __ • APPLIAP':E ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE OK FOR C• . NOT OK ___.-._..� FIN L _...._ - ',, FIREPLACE FACTORY BUILT ROU IN _ INS CTED INAL _.. J^�_^ cOMDEVICHRIS.INVORD!LETTERS2001iFIRLMARSHAI.INSPECTIONREPORT11022001 YELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY Residential Final Inspection N i 1 ) fice No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p D art:�‘ S am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: c/2. NAME: \�.(. �' i` PERMIT#: 03 T- 77S. LOCATION: L`�L`j C �y DATE: I 1-7 —O' TYPE OF STRUCTURE: �� E--- .)*--- Comments �Y N N/A Chimney Ht./"B"Vent/Direct Vent Location / Fresh Air Intake �/ 3 inch Plumb Vent through roof Roof Complete V Guard 30 in. or more @ stairs,decks,patios Guard at stairwell at 34 in.or more V/ Guard at deck,porches 36 in.or more ✓ Exterior Finish Complete /,„ C6l�^- ���� �b(I�C� Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Y Interior Handrails stairs 2 or more risers Grade away from foundation 6 in. with 10 ft. / Handrail Termination at Newell Post or Wall 7 8 inch clearance to sill plate / Gas Valve shut-off exposed/regulator 18"above grade f'/ Gas Furnace shut-off within 30 ft. or within line of site / Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler ..1 .7/. / Relief Valve(s)installed Interior privacy/trim/doors I main entrance 36 in. I/ Bathroom/Kitchen watertight Safety glazing 7 Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: / Bathroom Fans,if no window ✓ Carbon Monoxide detector Plumbing fixtures � Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade ,; Basement stairs closed rise>4 inches V 3/4 hour fire door/door closer V E Garage fireproofing V,- Duct work Sealed properly II Attic access 30 in.x 24 in.x 30 in.(ht.)In accessible area N./ Crawl Spaces 18"x 2 "ac is, 1 sq.ft.-150 sq. ft.vents Building No./Addre ss viis. om road J 4/(147 ikpt Final Electrical / '~t Site Plan /Variant requi ed // I / Final Survey Plot Plan ,/Vp5 i4pfiRdl�tt(...- As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C(Cert.Of Compliance) Okay to issue Temporary C/0(Cert. Of Occupancy) Okay to issue Permanent C/0(Cert. Of Occupancy) L:\SueHemingway\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.doc edited January 28,2003 LOT 2A 21.5 FT. SEPTIC FIELD (4)O 50 FT. U P I► A 7 MIN. ,, I °°° * sEwnc TA, WC 4. HOUSE : (5 /70 c WELL • NYS ROUTE 9L RIDGE ROAD 1576 RIDGE ROAD QUEENSBURY, NY 12804 NOTE: HAYES CONSTRUCTION C THE INTENT OF THIS DOCUMENT IS TO PROVIDE 395 BIG BAY ROAD THE BUILDING DEPARTMENT WITH THE APPROXIMATE LOCA11ON OF SEPTIC SYSTEM COMPONENTS FOR OUEENSB RY, NY 12804 THE ADDRESS INDICATED ABOVE IN ACCORDANCE WITH LOCAL BUILDING CODE REQUIREMENTS. Al Town of Queensbury Fire Marshal � , , A 742 Bay Road Queensbury,NY 12804 ( , /' r—c__ ., 761-8205/761-8206 fax 745-4437 Factory Built sa Fireplace Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or eci 'ons is allowed. Permit# \w3`7 � Schedule lion � 0' Ti e .`s 3u am pm ,� __ I or `_' Name kt 61T if C ?d dress 4ii/ 1 /7 0 `1&/ Rough Ind final_ rfeki.--C..." Appliance Manuf rer ` Model# Direct Vent FactoryBuilt ChimneyV Flue Size Double Wall Triple Wall Insulated p Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-Off Valve Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White—Building Dept. Yellow—Customer Pink—Fire Marshal Rough Plumbing / Insulation Inspection Report ( ctf. Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: •/<m 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: 11 yty'��b PERMIT#: 7�`Js LOCATION: R 14 c-, g . INSPECT ON: P !z O y TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents C t Iron,Copper Drain/Vent/Comm. /umbing Vent/Vents in Place ugh Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest t� Connection for 15 minutes 0 ��5 P�' 9 W er Supply Piping -Q Copper Commercial -&-1 L k �� C� 13 Copper, CPVC,Pex One&Two Family C' Insulation/Residential Check/Commercial Check L641-6(-5 Proper Vent,Attic Vent v/0/, R Lo4jE/ Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection�eque ed: Queensbury Building&Code Enforcement Arrive: \ti 1,a )art: `71L-('�a m 742 BayRd., Queensbury,NY 12804 Inspector's Initial Q rY� p /IT /�#: d7NAME: P #. 0✓ 6_5 LOCATION: c7 -7 Ce ?"l i�1� R.Q) kt' PECT ON: gita 29- TYPE OF STRUCTURE: �9 Comments Y N N/A otings 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 1 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 I Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ; l eceive• Queensbury Building& Code Enforcement Arrive: a' p ' : a 1(:)/11 742 Bay Road, Queensbury,NY 12804 Inspector's Initi. s: NAME: PERMIT#: 03-765- LOCATION: j 5—2 (o ;{� � � INSPECT ON: ) 3/-0 3 TYPE OF STRUCTURE: S Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 V2(w) 16 gauge (8) 16D nails each side Draft stoppin 1,000 sq. ft. floor trusses Anchor is 6 ft. or less on center and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'Y2 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 . s #(6 Septic Inspection Report Office No. (518)761-8256 Date Insp ction request received: Queensbury Building&Code Enforcement Arrive: ll) N am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 1,2804 Inspector's Initials: -4� NAME: 4.74 I F, z e, PERMIT NO.: 0 3-- 7C 1 LOCATION: /lc i . /1 / ,,7' INSPECT ON: /1/2 y�3 RECHECK: Comments and/or diagram Soil Type: IS, Loam/Cla Type of Water: Municipal/ ell Wate / / Waterline separation distance frti....; ,_ it 4,.) Ov. �'L �+`G '�``- Well separation distance ft. / / 1 Other wells: ft. , /,J 4// �4 ilhc3/CJ Co. 4 ' ^ Absorption Field: Total lent h 24..i) ft. 1-4 y e Length of each trench ft. fry�. <r�3 Depth of trenches j I"' ft. _ -` „/". ' p < -e Size of Stone 2 6 •// 11 ®ryLn k,,.Lc- 4`ze/4,- Seepage Pits: Number Size: x _ cox C'vv ' Stone Size: ,, WpId 1�� �- i. )Y%/rJAeeI4 % Piping Size Type ell / �/ r. Building to tank y'` Al..- C/6v,r y �6/J/Lr4 1� S/� Tank to Distribution Box i" 11.-`t.- Distribution Box t Field/Pit y" SW_ Opening Sealed:O NI Partial Location/Separations Foundation to tank Ii) __ ft. Foundation to absorption 2rij ft. Separation of Pits _ ft. Conforms as per Plot Plan —Y I N Location of System on Property: Front de, Left Side Right Side C-crry.. Middle Front Middle Rear System Use Status: Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office -7 Disapproved L:'\,SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 , , z... /_\ \ 0O E —rij--* 322.52' 8 / , 6 / ....--- Zg �y / A.OT 22c'o3-h .. -1 �. 47,245 sq.ft. 7c$____ 7.____ ______ , ' • 1.08 /' � � / acres� ,,,,, ' �-.� Lc J /11.N;51r4rw _ 7 g103•04, t� \ ijr° . 200'Nom • fr --, 11 ° IN' . .......,Rum , 6,, 9 I N /) ktlir**- ' ......,....\sr:klcw•a. b 1 V\ 2 . _r...) ) 432/ ,/. , .(\ Lolls 4 i 1. L 56,170 sq.ft. ./ " / /1.29 acres ,� 1 I f / .• '' ------ /----Z. / e• ______J...... 8 344.»• ....„, -004 / / I . I t ,,. . . • i • • ........), . RECEIVED SEP 1 1 2003 TOWN OF OUEENSBURY c3 l4.®ENG AND CODE ]server, or believe I saw evidence of, houses, wells, trees, fences, etc., :urn=ent. I also represent that I have ',.1. the distances set forth on t/h�e/dfagr m." I/ /_ / Tl P1/ ♦ • I• ••• • A .� - Foundation Inspection Report -1-91Th Office No. (518)761-8256 Date Inspection request receiv d: Queensbury Building&Code Enforcement Arrive: am/p epart• pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: } a PERMIT#: LOCATION: < .�j 1(..'_0y.._'ad INSPECT ON: TYPE OF STRUCTURE: S� Comments 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 Fou tion Dampproofing //11 oundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 2- ol-2Vr1) atticY1 N Foundation Inspection Report Office No. (518)761-8256 Date Inspection req -st r- eiv-d: Queensbury Building&Code Enforcement Arrive: a. pm •-part:E b<a m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia : NAME: t-\ r ) > f1 P IT#: 03 - --7 /g5 LOCATION: c c^,�Z `, � INSPECT ON: / / TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump noting Drain Stone: , 1 c 12 in h c width 6 inches above footing �\ 1D76 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\Foundatiion Inspection Report.doc January 28,2003 \\ I Foundation Inspection Report • Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ Depart: "a pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: e �`� NAME: PERMIT#: / 'r LOCATION: 15')(.0 , (0-xt INSPECT ON: IMF — TYPE OF STRUCTURE: O S' " Co. u'ents 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. PRo') 1126" y�� — asiZe-l4K erials for this purpose on site. C undation/Wallpour J 1--AreD G DES Reinforceftient 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\I3uilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: (.7 'i Queensbury Building&Code Enforcement Arrive: am/p J /J , Depart: pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: /��C/ NAME: Li `4 PERMIT#: lj 7 ,5 LOCATION: kit74,-; Ye° INSPECT ON: , WIWJIIII TYPE OF STRUCTURE: Comment 1 Y N N/A Footings Piers Monolithic Slab Reinforcement in Place 27 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 EQQ,C)L..,\61 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: i ✓ PERMIT#: 03 / (QS LOCATION: ' \S-7 7 PI-d g ` INSPECT ON-\`-- I -03 TYPE OF STRUCTURE: Comments Y N `A ing Voot Piers \Xonolithic Slab 6 e6-,,o,. .,: Reinforcement in Place The contractor is responsible for providing protection from freezing f, for 48 hours following the placement / of the concrete. j 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 o Foundation Inspection Report Office No. (518) 761-8256 Date Inspection,reque����-d: �_ Queensbury Building&Code Enforcement Arrive: 7�, am/- •epart: a 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initial NAME: `� P" ' IT#: 03— LOCATION: ) �) (.Q a \ c) INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of 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/Cas Copper ndation Insulation Interior/Exterior R- VID Z F �.r� Fte-a6\ �R _ Rough Grade 6 inch drop within 10 ft. L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request rece' ed: Queensbury Building&Code Enforcement Arrive: am/p Depart: e am/pm yr-1 ,4c 42 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: t t= PERMIT#: C 3. / LOCATION: iC /42ff INSPECT ON: iCt jc`�/6 J TYPE OF STRUCTURE: N m! 6, 3_4 _69e / 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,fnt•this_purpose on site. Cfoundation/Wallp d rus /t/fl Reinforcement in Place ��b 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 1 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 ck�(ucrkf) Foundation Inspection Report Cin Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm lfi Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: i`./I NAME: 1 " aPERMIT#: LOCATION: - 5 1(� 1 40, INSPECT ON: / - ;71/ --(� TYPE OF STRUCTURE: j - Comments Y N/A Footings 64/ Piers `t Monolithic Slab Reinforcement in Place Z C The contractor is responsiblefoe 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 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request eceived: Queensbury Building& Code Enforcement Arrive: am/p pa : .(u am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: • • ► PERMIT#: < (2 S LOCATION: 1 �„ j INSPECT ON: 3 TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire all 2, 3,4 hour Irestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 'Vz inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report slk..) Office No. (518) 761-8256 Date Inspection request received: • i 4,"Z y9. Queensbury Building& Code Enforcement Arrive: am/p� Depart: 7" am/pm r-, 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: R- ,--- NAME: PERMIT #: 3 LOCATION: S i 1-c-- P 6.) , INSPECT ON: TYPE OF STRUC � s -'n Y N N/A ������U PVC: R-1,R-2,R-3,R-4 Drain/Vents 7 Cast Iron Copper Drain/Vent/Comm. Pl • g Vent/Vents in Place f ough Plumbing/Nail Plates V 1 'A 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 Cooper Commercial Cooper,CPVC,Pex One and Two-Family Insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: 1 l >r 4 . r-oc.... /54-7-K "-- i c. iiKM Yt 0ie ti• lk J I , 7 L:\SueHemingway\Building.Codes.lnspection.FORMS\Rough Plumbing Insulation Report.doc November 17,2003 Framing I Firestopping Inspection Report Office No. (518) 761-8256 . Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ptm Depart. Z• • tom 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: '((,,�� NAME: _t l` < PERMIT#: LOCATION: l 7(�1 t V INSPECT ON: , TYPE OF STRUCTURE: Y N N/A COMMENTS raining Jac(Studs eaders IBBracing/Bridging t 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 V2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 -t2 \ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection reque received: Queensbury Building&Code Enforcement Arrive: am/pm part: / am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: l ND .*--) PERMIT#: NAME: , COS LOCATION: 16 lP '1 , ea INSPECT ON: 1 —a —n 3 TYPE OF STRUCTURE: Y N is COMMENTS Framing Jack,Studs/Headers R lJ �/ r4 _Ti4u'5 Joist hangers 7)&k Jack Posts/Main Beams f��� Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 ' I---)f-y7",, I.1 it i 1 ,.._..,k---? t, ti f ,.._ ,./...6 \ , /. TOWN OF QUEENSBURY BUILDING DEPARTMENT A I Based on our limited examination,compliance with our comments shall not be construed as 1 indicating the plans and specifications are in ) _full . ,,compliance with the Building Codes of 1 New York State. t -- -- -— -- - '-',-..-‘ I i _ - • ,------ * \ i -7: -, --* - - 1 ; ..._ .. i 'Vsi , i 1 . \ _ ,t i I , ‘ 1 t , _S. r r 1 -----------'----------- -- ''. / )( S2C100 '2 oNtaiine .......-----_ 1 . r,.) AinesN3no JO NM0.1. I ...-0 r v pd or trlieve,', , E----- [ii Ltue 0 F Nnr 1 1, , I.. HAE122E1 u O37b Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename: C:\Documents and Settings\Dan Ryan\My Documents\Hayes Construction Group\Drawings\Building PIans\Ranch\Ranch walkout.rck TITLE:Hayes Construction Group,LLC COUNTY: Warren STATE:New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non Electric DATE:09/11/03 DATE OF PLANS: September 10,2003 PROJECT INFORMATION: Ranch Style Dream Home COMPANY INFORMATION: Hayes Construction Group 395 Big Bay Road Queensbury,NY 12804 r'^° V D COMPLIANCE: Passes SF ' t x /003 Maximum UA=393 7'C;/ Z. Or:C Da BURY Your Home UA=321 IP O=-3_=' ,%2' C C�-___ 18.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 576 38.0 0.0 17 Ceiling 2:Flat Ceiling or Scissor Truss 610 38.0 0.0 18 Ceiling 3: Cathedral Ceiling(no attic) 110 30.0 0.0 4 Wall 1: Wood Frame, 16"o.c. 388 19.0 0.0 19 Window 1:Vinyl Frame:Double Pane with Low-E 17 0.560 9 Window 2: Vinyl Frame:Double Pane with Low-E 16 0.560 9 Door 1: Glass 20 0.370 7 Door 2: Glass 20 0.370 7 Wall 2:Wood Frame, 16"o.c. 255 19.0 0.0 14 Window 4: Vinyl Frame:Double Pane with Low-E 16 0.560 9 Wall,3:Wood Frame, 16"o.c. 356 19.0 0.0 17 Window 5:Vinyl Frame:Double Pane with Low-E 16 0.560 9 Window 6: Vinyl Frame:Double Pane with Low-E 16 0.560 9 Window 7: Vinyl Frame:Double Pane with Low-E 19 0.560 11 Door 3: Solid 20 0.280 6 Wall 4:Wood Frame, 16"o.c. 106 19.0 0.0 6 , Wall 5: Wood Frame, 16"o.c. 208 19.0 0.0 11 Door 4: Solid 20 0.280 6 Wall 6: Wood Frame, 16" o.c. 345 19.0 0.0 18 Window 7: Vinyl Frame:Double Pane 16 0.560 9 Door 5: Glass 32 0.370 12 Basement Wall 1: Solid Concrete or Masonry 965 11.0 0.0 65 Wall height: 8.0' Depth below grade: 6.5' Insulation depth: 8.0' Floor 1: Slab-On-Grade:Unheated 43 10.0 29 Insulation depth: 4.0' Furnace 1:Forced Hot Air, 92 AFUE COMPLIANCE STATEMENT: 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 New York State 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 are in mpliance ' this Code. Builder/Designer I - Date 0/l D/O 3 , _,OF New �,\PP \�L W qp f� 9 EE ti, ,' RCFES S10NP • REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:09/11/03 TITLE:Hayes Construction Group,LLC Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ ] 3. Ceiling 3: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 3. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 4. Wall 4:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 5. Wall 5:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 6. Wall 6: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Basement Walls: [ ] 1. Basement Wall 1: Solid Concrete or Masonry, 8.0'ht/6.5'bg/8.0'instil, R-11.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.560 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 2. Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.560 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window 4: Vinyl Frame:Double Pane with Low-E,U-factor:0.560 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 4. Window 5: Vinyl Frame:Double Pane with Low-E,U-factor:0.560 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 5. Window 6:Vinyl Frame:Double Pane with Low-E,U-factor:0.560 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] 6. Window 7: Vinyl Frame:Double Pane with Low-E,U-factor:0.560 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 7. Window 7:Vinyl Frame:Double Pane,U-factor: 0.560 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doors: [ ] 1. Door 1: Glass,U-factor: 0.370 Comments: [ ] 2. Door 2: Glass,U-factor:0.370 Comments: [ ] 3. Door 3: Solid,U-factor:0.280 Comments: [ ] 4. Door 4: Solid,U-factor: 0.280 Comments: [ ] 5. Door 5: Glass,U-factor:0.370 Comments: Floors: [ ] 1. Floor 1: Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation to extend down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation must have a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: [ ] 1. Furnace 1:Forced Hot Air,92 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 must be sealed. [ ] Recessed lights must be 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,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-I 1. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: • [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Freeption:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] Ducts chall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with 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 must 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. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. 4 Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) MAP REFERENCE: Q MAP OF A SUBDIVISION MADE FOR O HAYES & HAYES DATED MARCH 13, 2003 LAST REVISED JUNE 3, 2003 BY VAN DUSEN & STEVES LAND SURVEYORS r., LOT 1 q S87043'00"E 322.52' b WELL N 103.01' 188.69' 0 N 3p r YCl) LOT 2A Ln 47,245 sq.ft. o '" 1.08 acres A ILI = o (c O 0 3 I 3 LOT 4 C a CC n 103.04' a N85°37'49"W �i C.) j 3 ^ ° I A N to h / I\ �N n N LL. � 110.00, y C N85°37'49'I py a a LOT 2B O I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY Q AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TOs 500TT A. JE I -'lft.•E. -JECKEL j HOME F� ITS SUCCESSORS ( AND/OR A "..`c SECRETARY FTIENT- OF VETERANS AFFAIRSP ITS 5 5 A►ND/OR ASSIGNS 1 FIRST AMER! AINCE`COMPANY OF NEW YORK r— CERTIFIED "M Ali X MATTHEW C.*aA MY5 50135 DATEDt JANUARY 28. 2004 Date; January 27, 2004 a- 3 D u ,SE �, UNAUTHORIZED ALTERATION DR ADDITION TO A SURVEY Map of a Survey made for Scale 1'= 30' NAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION 7209.SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW.' S ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED Mi1H AN ORIGINAL OF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES.' *CERTIFICATIONSSSURVEYWA INDICATED IN ACC SIGNIFY THAT S C O T T A. & J U N E E . J E C KE L THIS SURVEY WAS PREPARED I"ACCORDANCE MOTH THE Land Surveyors BY THE CODE OF PRACTICE FOR LAND SURVEYORS IADOPTED L BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND SHEET 1 OF 1 ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL New York 12804 AGENCY AND LENDING INSTITUITTON LISTED HEREON,AND Town of Queensbury, Warren County, New York 169 HaViland Road Queensbury,, TO THE ASSIGNEES OF THE LENDING INS JECKEL C 1174 (518) 792-8474 New York Lie. No. 50135 1 1 1 NO. DATE DESCRIPTION DWG. NO. 03034—ZA PART OF 27-3-22/266.04-1-69