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2003-510 ...4111ft TOWN OF QUEENSBURY WOO 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20030510 Date Issued: Wednesday, October 08, 2003 This is to certify that work requested to be done as shown by Permit Number P20030510 has been completed. Tax Map Number: 523400-266-003-0001-069-002-0000 Location: 1570 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 t 4 / Director of Building&Co.e Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Virg Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20030510 Application Number: A20030510 Tax Map No: 523400-266-003-0001-069-002-0000 Permission is hereby granted to: HAYES CONSTRI T'TTON GRIMM_ I,T,C; For property located at: Ridge 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: HAYES CONSTRUCTION GROUP, Fireplace 395 BIG BAY Rd Garage-2 Cars Attached QUEENSBURY, NY 12804-0000 Single Family $120,000.00 Total Value $120,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2003-510 Legal Address: 1570 Ridge Road zip 12804 1208 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $191.16 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday, July 23, 2004 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To Jury/ ; • ,y, July 23, 2003 SIGNED BY ' t for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application • Town of Queensbury Department of Community Development, 742 Bay Rd., Queensbury,NY 12804 L5 :: 8256 18)A peit must be obtained before beginning cn. Permit No.: �O _ __ No inspection will be made until applicant has received a Fee Paid: ! i�d � valid building permit. Form must be completed. Rec.Fee Paid: Reviewed By f ,?> /`3 .G Applicant: //47( l(I/' Of hI /,/�A.a G�a,�,iCcwner: , Address: Q ii �, � ! J4 Address: Phone#. 5� r Or0V j,) / n1' OH). Phone#: , Tax Map Number:•C G 3 - I " 6 ` �a . /0 Y,�co .3 Subdivision Name: /7 ' f (if applicable) RC-C(4—i — OR Lot Number: /House Number: /Street Name ; Property Locatii.: _31?;�y I., 10 44 , • i New BuildinentiD Commercial Estimated Market Value of Construction: Id Odoej ❑ Addition: Residential/Commercial If an Addition,what will use of addition be? ❑ Alteration: Residential/Commercial ❑ No change to Exterior size: Residential/Commercial u Other work: (describe ) Check Below Occupancy Info 1`rfloor sq.ft. 2"floor sq.ft. Other floor sq.ft. Total Sq.Ft. Single Family Dwelling © F t F Two Family Dwelling Townhouse Multifamily Dwelling #of units Office Mercantile Manufacturing 1 car detached garage 2 car detached garage 3 car detached garage 7 1 car attached garage 2 car attached garage 4 3 car attached garage Storage Bldg.,Comm. Storage Bldg.,Res. Other What is the proposed height of the structure: ,-?-- feet inches Will anysecond-hand or ungraded lumber be used? If so, for dvhat?gi' No. of Fireplaces to be installed: / No. of Woodstoves to be installed: CO List below the person(s)responsible for supervision of work in regards to Building Codes: Name Address Phone No. Builder 0,4 /f ,1 7jr A �y .E/ a/f 7 9 /i • Plumber 6/4 j nt' n,e rce, 1.'--ac-4i ¢d,' -41=/9 Mason 46 6aii t%, 1 / ' / Electrician 4 4/1,>t.,.� 7Ii`"1—- 5l d Declaration: Please sign below after you have carefully read the statement: - To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that Uwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey f by a licensed surveyor; drawn to scale,showing actual location of all new construction. Signature: 'C 4 /,1------- (circle on : owner, wner's agent,architect,contractor) Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury, NY 12804 (518) 761-8256 1. OWNER INFORMATION: / Office Use Location of installation: ir'fE Ud. (x 5y J0 File Permit No. Tax Map l o. / / r Fee Paid Owner's Name: 7'/ <G�/f/��1� -� <(_(.� Address: 3 7 ).— /,f /3" / 2. INSTALLER'S NAME : go TG t\ o// PHONE NO. 3 G/- 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— 1991 x 130 gal/bdrm = 1991 —present ) '1— x 110 gal/bdrm = ?] Garbage Grinder Installed yes_ / Spa or Hot Tub Installed yes_ / n 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) To.o_,aptly So' • ature Ground Water Bedro k or pervious Material ' e ater Supply lat .ands at what depth at depth ;,�• 'olli loam __I ` feet well Steep slope c ay Oil if`well; water supply _%slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: -7 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: It[?G Za gallon (min. size 1,000 gal.) Tile Field: each trench ft. Total System Length: d a nr ft. Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # / depth or thickness 2 feet Bed System Size: if x ., U 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 of Queensbury Sanitary Sewage Disposal Ordinance. a1 / 3 Signature of responsible person Date Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date Ar` -v 3 , 20 4 Permit No. (_ /(_.) Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final Inspections are respired. Applicant Information Fuel BurnikttAppliance Information c�circle appropriate words) Name: /-4i7,-,,, (/4 *, 1/..e, -', 4; Stove: wood coal pellet gas Fireplace insertAddress: . 91.� %.. , 47' , j replace, factorE-but wood a , ,, Fireplace, masonry: wood gas Furnace: wood gas oil Phone: 2 1,, `14x ,,:`,II`v If no -masonary applicance,please provide Owner: #; Manufacturer Name: V eViii i (,)t.I J Address: 1r .,,,. Model Number: 2 `' , Chimney Informaonr Phone: (circle appropriate words) `h y. Masonry block brick stone Flue tile steel size: inches Exact Address: !(, 1p • ., 44),..V of construction or installation Factory-Built r Manufacturer name: Model Number.: Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate (circle) chimney mate }al) Code. Consult ailable Town of Qu&nshury Handouts r arding required inspections. Double wall / Triple wall / Insulated 1 Direct venting Chirnney Liner 1 Casrhier'sx Z30epartment—Tom of Qize.enmbuzy, lV'ew Nrarir Fire Marshal Code# $Collected $Refunded Received from (refunded to): ‘ Ct, t_ 1 7 ' -1 r.. fi `'r-Pa address: — A 173 3389 (190) Public Safety A 233 2655 (23I Minor Sales _ 1 DATE: afL , t ww- 7w,., a...a,o2 Dep- ~White(Applicant) I' Green(Fire Marshal) / Yellow(Bldg. Dept.) 1 Pink&Goldenrod(Cashier's Dept.) L Permit Number (town use) Town of Queensbury Application for Stormwater Management Permit r— Under Chapter 147,Stormwater Management, LL 4-99 -� la. �J THIS APPLICATION IS FOR A M(.' p Major Project J Minor Project -0„Licv Q10 ���`S8/ a� 1. OWNER 0 INDIVIDUAL 0 PARTNERSHIP 0 ASSOCIATION ,CORPORATION 0 MUNICIPALITY 0 AGENC NAME Nis 9/740C 11 6.,4,0u9 PHONE 7 2- '1 ci Z. MAILING ADDRESS j`15 gi. DAY R, D CITY 62ueatO` /Litt STATE pie ZIP CODE ( 2f .c- 2. AGENT SAME AS OW NER 0 CONTRACTOR 0 ATTORNEY 0 CONSULTANT 0 CONTACT PERSON NAME )47 / F PHONE 1112—'1 i 42 MAILING ADDRESS CITY STATE ZIP CODE 3. CONTRACTOR 1STAMASAGENT_ j NAME PHONE MAILING ADDRESS f CITY _: STATE ZIP CODE 4. PROJECT LOCATION FACILITY NAME(if not residential) SECTION BLOCK STREET /4\f S /tooT L — 12l D6i 4.0A•I) ZONING CLASSIFICATION PROPERTY IS PRESENTLY '/ACANT 0 PARTIALLY DEVELOPED 9 DEVELOPED&OCCUPIED IS PROPERTY PART OF A SUBDIVISION? 0 No r'es, name of subdivision Nr' AfiNener 5. PROJECT DESCRIPTION PROJECT Z-t-ar St sDcu&Stem - u f'i't. 2tC ' P-.. c� / t�rri4 mew" FAivit L.`I✓ l 5l'tom / I ti � PROJECT INVOLVES: arthwork/Landscaping 0 Tree Clearing ,douse Construction or Addition ,145riveway Construction ' arage.Constructi� 0 Detached Structure Xteptic System 0 Modification of a Stormwater Device 0 Other t M L:\CRAIG\TEMPLATESSTWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 1 of 3 PROPOSED USE 0 Residential (seasonal) tesidential (year-round) 0 Association 0 Public 0 Commercial PROPOSED STARTING DATE n Vj 2 cic'.3 PROPOSED COMPLETION DATE . t 23 DESCRIBE THE MAXIMUM SLOPE OF THE PROPERTY IN THE PROJECT AREA: 0 0-5% (Level)) -10% (Gradual slope) 0 10-15% (Moderate slope) 0 Greater than 15% (Steep Slope) IS ANY P9RTION OF THIS ACTIVITY FOR WHICH A PERMIT IS SOUGHT NOW BEGUN OR COMPLETED? 0 Yes o (if yes,please explain) 6. CALCULATIONS & CONTROLS TOTAL AREA OF PROPERTY I, Z°1 6CRE FT2 (circle one) TOTAL AREA OF LAND DISTURBANCE: 14/00±FT2(do not include area of stormwater controls) TOTAL AREA OF NEWLY CREATED IMPERVIOUS SURFACE: 35 7o FT2 TOTAL VOLUME OF STORMWATER TO BE CONTROLLED: 9 355 C--*L (see instructions) TYPE OF STORMWATER CONTROL EASURES TO BE USED: S 11.1NEt 3c44L 5- T felOkirie0 Aitakc t 5 HAS AN EROSION CONTROL PLAN BEEN PREPARED?)'es, plan is attached 0 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 photographirg site conditions. I authorize town personnel to conduct such a site inspectioriX yes A no I wish to be contacted prior to any site inspection )<yes 4 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 harmless t town from suits, actions, damages and costs of every name and description resulting from the said project. SIGNATURE OF OWNER � `t^ ^ DATE ,,7�� � ' I c SIGNATURE OF AGENT I DATE .7%15 /03 INCLUDE WITH THIS FORM: Site location map Project plans on 8`/2 X 11 size paper(Submit 4 copies of anyplans larger than 11X17) >10 Names and legal mailing addresses of any 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:ICRAIGITEMPLATESISTWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 2 of 3 The project is approved as s n the attached approved plans and subject to the conditions listed on the attached Schedule Approved by on ����.� Permit Expires g'6/ 24/3 Z Wing inistrator Date CONDITIONS OF APPROVAL c_Ativous F 5 jr`ftVv1v/Arr a t t - P--w\ v 09�`>�ti'i L61 i A , S Pen Fi c 4i t. uJ ��dfx34 o� i 6 'fl 'nQivEck,A1( lN+=ii.TMTtotJ '7(t i-f SttFh of Otvt11T t gT K- Ors-s/TZ. 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 withinwithin 500 feet _ Tax Parcel Number Name. Mailing Address L:\CRAIG\TEMPLATES\STWATAPPS\TOWN STORMWATER APPL.DOC 11/2000 Page 3 of 3 — - 215.35' Moir _-___ .�•��w s Pu ( = �5' xto',. ►'x4 = 0©ups NIP `D 3 I 1 ZgAt •5)of Z 5 kU C,4L6 EXISTING TREES _ TO REMAIN CAW itericAe5 - N1imsrA'iIL7b 5 s 1i.0 /of* � 1 fiI-ID = i t(1,5)= I(2-04Ai5/ (ppC c 74LX) / // rt 44 yt-k34;- = I‘ oit3ipr LOT 2A / / i 47,245 sq.ft. 2A = 1.08 acres it ', Pr"r^ 56,170 sq.ft. Imfli5PItoOS Aj( A : Hou$E = I 4,2g Fs Z V, (,, LM'tY 1.29 acres I>tuEivfq = IQ 6 o fr2 0&71/ 60)} ` TOTAL = 3585 P2 (1Ge�OQALi - -g � t,oT 4 v7 r � -( 4 Gomel ReauIRED Vol.. = 3585�I.5)2 53 BD�i.. m SLopE hr c I SLoPE i xen G I L _ — - - - a I M PegVIoU ARE) - I-iou% -' I B5 D 2 _ _ L--__— t'o k,►p�x i 0 �1 DR�uEwM{? Viso FT 2' 4' so4.22'11'w Gm%Liver, 549,1 PRop I ' L� 42.00' y y � r fH i! f:, 1 TOTAL s 3570Fr� Kouse '�_ RekUlQED Vol• ? 357oLi.5)z 535564.L 1 .��+ $ = �u 1 S '� PROPOSED • • ,� • A // WELL 4 - ' k i , -. �,V q., ` 409.44.30T ®OSED q °j f�_ NE w y / 'O,'��,� 0NeArki ORK ST �Anhilli p n� , vu P liskie ATE R p U TE -- • 9L RIDGE r;)n A 1 SEED AND 111.1Lat BOTTOM 4- SLOPES i •51.0tf TO DRAIN - . FROM PAW 51.41tFACC . I INFILTRATION SWALE Construct on low side of all paved areas OfotarE 6-uiDE FOR. rtitioitivtit3a.. .ilifirtyc6MaQT" (.. CA"C i"1"( = i.--A W X t) Y.+ = Gitia,Lz-ft3S) FACE OF BUILDPIG EXTEND 12" PAST DRIP EDGE 24 or G" AT GABLE ENDS r imm" 1P2 BROKEN OR CRUSMED STONE ..;:z• - • •••;.• •e. •• ••..1 " ' ' FlNISMED GRADE G" ALUMINUM EDGING CBLAGIV FLTER FABRIC. ..o Ci ,;...- .• r. .„ .....„9. 4,.. .....o..-:- 7o,.• 0.,... . 8..,0 5,..... •. ''' co•''. • , • .0: . •.. • ,.. •• ,• • GRANULAR BACKFLL EAVE TRENCt-t DETAIL Construct under roof eaves. NOT TO SCALE i ' ' (REF. AG-4.4 me FDic 'm0.4vii4rn-er. mAyoree-Aiesffi riteroc.ii cAPAcIrf STORMWATER MANAGEMENT NOTES 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 CLEARING OR GRUBBING OF THE SITE IS INITIATED,AND DURING EARTHWORK PHASES,SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM SWALES AND DITCHES AND AS INDICATED ON THE PLAN.SURROUND STOCKPILED SOIL FROM EXCAVATIONS AT START OF WORK. 2.SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED TO FORM A PERVIOUS BARRIER IN THE SWALE OR DITCH. 3.AT LEAST TWO WOODEN OR METAL STARS SHALL BE DRIVEN THROUGH EACH BALE TO ANCHOR IT IN PLACE,CONVENTIONAL SNOW FENCING MAY BE USED IN UEU OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS. 4.AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAIWRES OR CLOGGING,AND ANY FMWRE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. 5.ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED 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 TEMPORARY SURFACE STABILIZATION. 6.SMALL BENCHES AND TEMPORARY INTERCEPTOR DITCHES,INCORPORATING SEDIMENT TRAPS,SHALL BE CONSTRUCTED WHERE LONG SLOPES ARE STRIPPED OF COVER GRASSES,OR WHERE FILL AREAS ARE EXTENSIVE. 7.ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH GRASS FOR FOUR(4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE.ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW IMMEDIATELY. 8.THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDEKNES FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. 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 12804 Inspector's Initials: NAME: . PERMIT#: 03 5 0 LOCATION: DATE: /'D 6_ 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 _ %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 Bulling Electrical ite Plan /Variance required Final Survey Plot Plan C, it O 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 Residential Final Inspection Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: / ./� am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: G GG NAME: \A/ 6- PERMIT#: V 3— 520 LOCATION: 2-c ci I— DATE: /C'/7 (o TYPE OF STRUCTURE: [ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through rooft\ �\Lc] �1� Roof Complete C''" Guard 30 in. or more @ stairs,decks,patios / Guard at stairwell at 34 in.or more o. t JC`ci( 0 O Guard at deck,porches 36 in.or more Exterior Finish Complete terior/Exterior Railings 34 in.to 38 in. n 7Platform 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 ,—IRA.? Low water shut-off boiler Relief Valve(s)installed SG�� ?R6A1 t a.5 (...lif, 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 V Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade B}sement stairs closed rise>4 inches /.hour fire door/door closer ✓ arage fireproofing /p uct work Sealed properly Attic access 30 in.x 2 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 7to Plan /Variance required inal Survey Plot Plan 4/6.01 AppRov AC' 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(,! i AlWm �� � Town of Queensbury Are Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 ( 1 Fire Marshal's Inspection Report 'c_3 , 0 1 1 Request SCHEDULE f / �zs Received: Permit#�� 2-P &.�?_)� '✓ INSPECTION ON: / Cam' (r O3 Name: A. _Ariz -> ,3(/% A PM YTIME S,--) Location: / 7C? `r)cW r , APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS—NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN i MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FI EPLACE ASONRY ROUGH IN OK THIS DATE OK FOR • NOT OK / FINAL �j FIREPLACE `� FACTORY BUILT ROUC3i l IN INSPECTED BY INAL CUMDEV/CHRISJMfORDJLETTERS2001/FIREMARSHALINSPECTIONREPORT11022001 YELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY Residential Final Inspection 33o Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ e rt:5 .. '�'aJm/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: r PERMIT#: 0 5 LOCATION: 2 1 .) DATE: — -- 3 TYPE OF STRUCTU : CD Comments Y(/ N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof / LI Roof Complete Guard 30 in.or more @ stairs,decks,patios -1-� if-Ai G.4� /)j4- gg1J(p �l/ � Guard at stairwell at 34 in. or more vIi;� 6€ t iCo(A36 -�u tJ4&L I c; Guard at deck,porches 36 in. or more Exterior Finish Complete siz✓ 0,-.>A�'�— g Interior/Exterior Railings 34 in.to 38 in. PC- Aecr� s Platform at all exterior doors /AI�i',/�r(,L 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 1.7 / Gas Furnace shut-off within 30 ft. or within line of site 4/ / Oil Furnace shut-off at entrance to furnace area 7 �/ J ,/ p� Furnace/Hot Water Heater operating 4/!5M4--e— Ar .411 //T- Low water shut-off boiler , ,p Relief Valve(s)installed / �'1�, N 1 Interior privacy/trim/doors/main entrance 36 in. ;/� Bathroom/Kitchen watertight Safety glazing / Window in stairwells safety glazing V Interior Smoke Detectors: / Every level: / Every Bedroom: U Outside every bedroom area: Inter Connected: / Battery backup: Bathroom Fans,if no window . i Carbon Monoxide detector // Plumbing fixtures 1/ Foundation insulation C4 "re j NS j/ t-- Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches / '/4 hour fire door/door closer ./ / IA Garage fireproofing ./ I 0 co -5 �,A ,vec k6<<�s Duct work Sealed properly .it Attic access 30 in.' .x 30 in.(ht.)In accessible area DO 013 Crawl Spaces 18"x 24"a cess, 1 sq. ft.-150 sq. ft.vents L 2� Building No./Addre�v. ib from ` ANS A-U.- �Tr)G 5 Final Electrical ( ✓ Site Plan /Variant req ired Final Survey Plot Plan 4U b(µc( Ivkier . 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 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL :- Permit No. / �1�`z,,,P Cert. 1�o A 14 68 Cut-in Card No. Owner 111 � Location /5 70 721 D 6 t /2-0 Installation Consisting of rl' ....Fie 1 '/1 f YQ ,Q ?e 39/ /77 5� t . .i.�1?72-k'</..', 4) kP-i ,42 -�r�� f� nza �'` 2e A`Le A - he Installed By 4, ?fr7.7//V G 4f Lic.No. The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making s ections at any time, and if its rules are violated,the Company shall have the right to ev a thi G at( r. �. Date..le'Z -4/3 INSPECTOR Member N.F.P.A.,I.A.E.I. akterv- D,,PTY) Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: • Queensbury Building& Code Enforcement Arrive: am/pr ' part: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �� NAME: PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: and • /Cla Type of Water: Municipal/ ell W r Waterline separation distan ft. Well separation distance ‘elZ) . .ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench _ ,� ft. Depth of trenches ?— ft. Size of Stone Div Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank 4- " G4 t� Tank to Distribut.•, Box u �jb/1 $" Distribution Bo •1 ield/Pit U ►l Opening Seale. N/Partial • -4-,5 - U(4- Location/Separations i /, Foundation to tank v ft. Foundation to absorption Separation of Pits ft. Conforms as per Plot Plan —N Location of System on O erty: Front ar LSide Right Side Middle Front Middle Rear System Use Stat : Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved L:\SueHemingway\Building.Codes.Inspection,FORMS\Septic Inspection Report.doc January 28,2003 n ,....: / / , / , \ ....„. S87 300"E i , , \,,,,,,, \ , j 322.52' . (or FL. f / 4i sq.ft. � �.� I /\\-0, z/I,. �,, / 1.08 acres ,�• I PRQP o',l. 'r, ` N'S'3T4g"W I\I /l i/44: ..i f...., a/ ,.N.._. le i--twEal l c:%i iwlir i--Te--1--1,\\ C-.4 - ' DRIVE 1 A , / r7 _ ) k , /,../11 -Th ,,,, „ iii,, , , .(\ \ „" IU\ \f ii\ \ ;lir: ,TIe /1:29 acres /' 4 , 1 PROPOSED ' / L IP ....,g4 / -.. / — �, _ 5� r - N83.4031"W r I / i I . I 1 ` OP'' - PAY -Milli Town of Queensbury Fire Marshal -1 742 Bay Road Iv Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas 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': instructions or pecifications is allowed. Permit# '?if/ ,rj11C) Schedule Inspection L ' C'3Time am pm , I ytime Ins • Name r't ' Address /c1 •ough + Final_ L-( 4 ik 1 ,� �--_� LL Yak l Appliance Manuf cturer �J ov -Ai�� ,Model# Ve_ (,oc i,Ap Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) ,✓ Firestop(s) Vertical Chase Wall Penetration Y } Vent Clearances to Combustibles / Kfce?- Vent/Chimney Termination /<O Chimney height must be 3 feet above roof dir 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 ijNSD.( L"\( Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection request received: l l / Queensbury Building&Code Enforcement Arrive: am/poice.art: pin 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: 40 PERMIT#: 0-3 , 0 LOCATION: 77 ♦ INSPECT ON: "'0.3 TYPE OF STRUCTURE: ` Q�� .i .00 Y N N/A PVC: R-1,R-2,R-3,R-4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest (/kj /Connection for 15 minutes `7 1 . i Water Supply Piping • opper Commercial ���1 L' � CPVC,Pex One &Two Family R3t8 /Copper, ulation/Residential Check/Commercial Check Proper Vent,Attic Vent "k' -- 17Ies kit kg, Duct/Hot Water Piping Insulation 4.4_, If required unheated spaces M —<-}(�`Q Combustion Air Supply for Furnace Duct Work Sealed Properly a 1< ii> Sh, I, Mc COMMENTS: L:\Suelfemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report 4114 Office No. (518)761-8256 Date Inspection request 'ved: Queensbury Building&Code Enforcement Arrive:`.-}50 a e rt: a 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: PERMIT#: O&-sio LOCATION: \ c)c)_ INSPECT ON: �- TYPE OF STRUCTURE: `-� Y N N/A R-3,R-4 Drain/Vents Cast Iron,Copper Drain/Vent/Comm. Plumbin Vent/Vents in Place gh Plumbing/Nail Plates V Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One &Two Family insulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc January 28,2003 41)1 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection req - e ei .: ,41111• Queensbury Building& Code Enforcement Arrive: 6" m Pep.•• SillrairPr 742 Bay Road, Queensbury, NY 12804 Inspector's nitia s: NAME: PERMIT#: l LOCATION: 7 ;t 1 INSPECT ON: TYPE OF STRUCTUR1: Y N NSA 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 Anc r Bolts 6 ft. or less on center e 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 V2 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:ASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 471)Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: ' �� Queensbury Building& Code Enforcement Arrive: am/p part:�0'w`am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: a .4/1P, NAME: PERMIT#: 0 ' 70 LOCATION: 'W ( � �� (gcS INSPECT ON: �( ' ►. AA, TYPE OF STRUCTURE: c _� 'i • low Y N N/A COMMENTS gaming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour ire wall 2, 3,4 hour �Fire / sa /41r*t - /O stopping J Penetration sealed UD �Art5 16 inch insulation in cavity min. ( t 441 6 .et-&c-- Garage Fire Separation House side '/2 inch or 5/8 inch Type X k L (8' Garage side 5/8 inch Type X �C—����� Ceiling/wall it y, Windows Habitable Space/Bedrooms 7jC� x 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 • \ii \\ A --7 ,4-,-,3, Foundation Inspection R ort Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pn� ,� /� Depart:0.'3' mipm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: (��-y NAME: 141, j j(-) Ri INSPECT ON: as --03 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/Walipour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footi Drain Daylight or Sump 1- - frog Drain Stone: 17PAT I oc` 12 inch width • 6 i}ches above footing o� /)_� poly for wet areas under slab K� r 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.lnspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: �' Queensbury Building&Code Enforcement Arrive: am/pm (�(���`' Depart: fte ?a/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: v� NAME: 4124) ,A) �^ �01 PERMIT#: Q �0 LOCATION: I k76.& MO , INSPECT ON: g/ e?7 TYPE OF STRUCTURE: Comments Y I 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 oting Drain Daylight or Sump V FootingDrain Stone: . / V 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report 1- . Office No. (518) 761-8256 Date Inspection req st received: Queensbury Building&Code Enforcement Arrive: am/ Depart: m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 114(‘(6 PERMIT#: 03 ' a/d LOCATION: l v b C9 -- t 3 G , INSPECT ON: t(7iZ j d TYPE OF STRUCTURE: Comments Y I 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 inches above footing mil poly for wet areas under slab 7 Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LaSueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 A /0 --/T I Fcundation Inspection Report Office No. (518) 761-8256 Date Inspection re. -st r-- iv:. It Queensbury Building&Code Enforcement Arrive: ►: �: � � .art: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi. NAME: H +'� 5 C o Ac1 vc c-� , PERMIT#: c — IC LOCATION: j (; r , ct3sa INSPECT ON: >S �C) o 3 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 tl\ N Reinforcement in Place �?� Foundation Dampproofing v �< � Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval + Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 0 Queensbury —�- Building&Code Enforcement Arrive: am/pm DeparK/ . in/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: 4/T46-6PERMIT#: ©3 - 57,0 0 LOCATION: We&- PAD , INSPECT ON: el frg d"2 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers • Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing • or 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour 7/ Reinforcement in Place r Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab 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 b\---r) cf-1-7D46"' „._________________ / Fcundation Inspection Report Office No. (518)761-8256 Date Inspection request received: a V)7, Queensbury Building&Code Enforcement Arrive: am/pm fe..:Depa ,: ) :m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: '1 C'l.) c NAME: ke PERMIT#: "7 - c—/6 LOCATION: INSPECT ON: : ► � �I 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. M. - '- . ,'s .urpose on site. �'oundation/Wa 1pour CReinforcement in Place7/0< r • 1 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 ic)1Q.O.a-P6 Foundation Inspection Report l (3` — a`, 3 b Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ief., Depart:/ --) amipm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: l C% .-0 PERMIT#: 03— 5/ 0 LOCATION: -I J 7 1 INSPECT ON: g - ) ,4--0 3 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers • Monolithic Slab Reinforcement in Place 1. 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 I Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 4 '-milt ► umb'r 0/ I 1-11 REScheck Compliance Certificate Checked By/Dat 1995 MEC itil)P RES checkSoftware Version 3.5 Release 1 d w ` Data filename: G:\25\25610\Ranch Style Dream Home A.rck `JUL ^. 2 PROJECT TITLE:Hayes Construction Group,LLC 7-0r4, ` 2G 'y CITY: Glens Falls STATE:New York HDD: 7635 CONSTRUCTION TYPE: Single Family DATE: 07/23/03 DATE OF PLANS: June 12,2003 PROJECT DESCRIPTION: Ranch Style Dream Home DESIGNER/CONTRACTOR: Hayes Construction Group 395 Big Bay Road Queensbury,NY 12804 COMPLIANCE:Passes Maximum UA=313 Your Home UA=267 14.7%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 17 0.560 10 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 17 0.560 10 Wall 3: Wood Frame, 16"o.c. 356 19.0 0.0 17 Window 5:Vinyl Frame:Double Pane with Low-E 17 0.560 10 Window 6:Vinyl Frame:Double Pane with Low-E 17 0.560 10 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 Basement Wall 1: Wood Frame 1310 11.0 0.0 75 Wall height: 7.8' Depth below grade: 7.3' Insulation depth: 7.8' Furnace 1:Forced Hot Air,92 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES check Version 3.5 Release ld (formerly MECchecl/and to comply with the mandatory requirements listed in the RES checklnspe io list. Builder/Designer z , Date _ REScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.5 Release Id DATE: 07/23/03 PROJECT 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: Basement Walls: [ ] 1. Basement Wall 1: Wood Frame,7.8'ht/7.3'bg/7.8'insul,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: 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: 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 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: [ ] Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. 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: [ ] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. 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) seen or observed,or believe I saw fences,vietce of, ��/-)4 . is such as houses,wells,trees, -- c::::::Q — 1 shown o n this document. I also represent that I have. " 3 personally measure the distances et forth on the g ram. .. v 3 7 03 SIGNATURE ATE / .__ an r- `1--1 oi. AC,' .S_ V -. 0 641" .\si 31iIMIll D tit/ i. pry, ,�,1IF;,' : t Yh !S O 3 `.*C _ (n -..,ter of r A / / / / / c\ \ / / S87'43'OO-E 322.52' . fr / Ti 1 / 0..4 r / i_OT 2A cz / /§ ib ..,.,.....,„,-;so- toe, acres l 1 w t 1 / $ 1 l 1 f / - b �\, N8 6 -0 51749.W /ill � �yIN 1 i • PR PO / 3f 103.04' r �1 g4 T i I I / ;J d o PROPOSED SEPTic Q IN W 11O.00'J /N85' 9"W • , ,.` T o� / • k.;r44, rin /-11-7/Pdr Ns }. ,,.. I Allig I / 9 . / 1 •.n tg / it ‘,--0- - / / /' 1 , (\, . . 0 z _ L0 `� fi / 56.170 sq.ft. J 4 /1.29 acres r ; g i. �a.osED 0 / / / I I Uf - w _ ____. / /-__L_ f r • iia...... .............' 00....4 00...i,.. t74 344.17'40'31w • f �t 4. +✓ ` _ N83' - I t � I 4, o / t 1 ` `, ` xi 3 k MAP REFERENCE: ' MAP OIF A SUBDIVISION MADE FOR HAYES & HAYES DATED MARCH 13, 2003 j LAST REVISED JUNE 3, 2003 ! BY VAN DUSEN & STEVES ;LAND SURVEYORS �+ 1 � ' i i LOT 2A 0-4 i =N -13749ow 3 , 103�04- 110.00, ............. 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