Loading...
2004-042 TOWN OF QUEENSBURY FILE 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20.040042 Date Issued: Friday, October 08, 2004 This is to certify that work requested to be done as shown by Permit Number P20040042 has been completed. Tax Map Number: 523400-308-018-0002-031-000-0000 Location: 23 KIMBERLY Ln Owner: HAYES CONSTRUCTION GROUP, LLC Applicant: ROBERT MC DONALD This structure may be occupied as a: ri Order of Town Board Fireplace �v oQUEENSB RY Garage - 3 Cars Attached Single Family Dwelling Director of Building&Code Enforcement TOWN OF QUEENSBURY (EL 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040042 Application Number: A20040042 Tax Map No: 523400-308-018-0002-031-000-0000 Permission is hereby granted to: HAVF,S CONSTRTTCTTON C"TRnTTP I,T,C For property located at: KIMBERLY Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MC DONALD MARGARET 593 CORINTH Rd Garage-2 Cars Attached QUEENSBURY NY 12804-0000 Single Family Dwelling $250,000.00 Total Value $250,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency HAYES CONSTRUCTION GROUP LLC 395 BIG BAY Rd OTTEENSBTTRY_ NY 12804-0000 Plans&Specifications BP 2004-042 Lot 33, House No. 23 Kimberly Lane Southern Exposure Subdivision 2,244 sq. ft. Single-Family Dwelling, 2-car attached-garage (528 sq. ft) and one fireplace. $322.08 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday, February 13, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To ueensb ; Fr' a ,February 13, 2004 SIGNED BY for the Town of Queensbury. Director of Building&Code forcement 4h 01- jTZ ChecA Residential Plan Review: One &Two Family Dwellings s Y (2)Full sets of plans Over 1,500 sq. ft.—Stamped i Design Loads On Plans: 90 Wind Floor Lo cls 40 psf 70 Ground Snow Load Sleep Areas and Attics 30 psf Calculations: Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable S ace Above/Below grade, 5.7 sq.ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Complianc and Inspectors Checklist: OK Dampproofing/Waterproofing Materi s On Plans Foundation Drainage On Plans,-if re ed VT 6"Drop in 10'Exterior Grade raining Cross Section For Each oof Line,Vertical Fire Stopping Every 10'Where e uired I and Snow shield 24"Insid tx or Wall/24"Inside Knee Walls aPjdiforms At Exterior Doors irway Headroom 6' 8'AlStairs 36"Width Stair Run and Rise P finder Run and Rise , Spiral Not Allowed Frol 2nd Story oke Detectors Batteft Backup and Proper Location i Bathroom Fixtures Pr er Clearance all Width,36"min. )Kandrails More Th I One Riser On Open Sides ling and Guards t 30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. afety Glazing Not s For Required Areas age Fire Sep lion Garage Floor Slo ed Attic Access Roof over 30"-t 2"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxi e Detector Lowest Sleeping Level Soil Test Resulti, if required Septic To Well Or Water Line Separation All Paperwork Signed Pro1ect Name: BP# Address: Budding Permit Submission SFD TO �DO4 Checklist 2-Pa ��p FQgU 6NSB ADD C"pF Y All items below must be checked eAer.yes,no or not applicable prior to submission of any building permit to the Town of QueensburyBuilding Department. If anyof the belowitems are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Budding Permit Application Completed ..................................... Q no ❑n/a 2. EnergyForm or CheckMate Energy Code Compliance Forms Complete.. yes ❑no ❑n/a (2 copies) 3. Energy Code Inspector's Report from CheckMate Program..... ...... Q Q no n/a (2 copies) ❑ 4. Septic application completely filled out(if applicable)......... S. Solid Fuel Bunning or Gas Appliance Form... ...... no ❑n/a ... ............ .......:.... yes ❑ 6. Electrical Inspection Form... ...... ... ... ................................. ... ...../Q/Yes Qno Qn/a 7. Two(2)complete sets of structural drawings............................. ... ... � Qno Qrt/a a)floor plan,b)foundation plan;c)cross sections:d)elevations; e)window and door schedule S. Two(2)site plans showing location of the structum to be built,....:: ...... Xl;� Ono Qti/a location of well or water lines,location of septic system or sewer line. 9. Setbacks from property lines to new structure......... ..................... .. dyes Qno Qn/a 10. Setbacks to neighboiing wells and septic systems,including onsite well.../Qyes []no Qn/a and septic systems(>f applicable) 11. DrivewayPetmit................ ...... ...... ... .............................. ....... yes Qno Q./- Date: Staff Initial: L.\SueHeming-,,-ay\Bu2ding.Pernuc.F01'.MS\Generic Checkfisc_doc Janua728,2003 Fire Marshal's Office Town of'Queensbury,742 Bay Road,Quee y 4 (518)761-8205 Application for Fuel Burning Appliances & Chimneys FEt? I ®/ applicable to solid fuel &vented gas.appliances TB�NOF 200� UI / QU FN�,� F Date 2 el , 20 "7 Permit N D o�ERY 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 required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: t✓S CW1_4T_ucn0-Vj &"Up Stove: wood coal pellet gas Fireplace insert Address: 3015 .5 8lc, W<cf k6*0 Fireplace, factory-built: wood as Qyee v5 G'�s2.Y Nx 12-6 0 f- Fireplace,.masonry: wood gas Furnace: wood e!!N oil Phone: If non-masonary applicance,please provide Owner: G htr Manufacturer Name: n7q C Address: Model Number: Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue tile (!S� size: g inches Exact Address: 2-3 kl MW Lt( of construction or installation Factory-Built Manufacturer name: TKO Model Number: 7010 Note: Listed By: Number: Construction/Installation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. ouble wall / Triple wall / Insulated / Direct venting Chimney Liner C7a,,stb.�[ex-'per Deparrtzuez�t—Tosrsr�of Quee�,e�buYy, New Yor.�: Fire Marshal Code# $Collected $Refunded Received from(refunded tAlr • � address: A 173 3389 (190) Public Safety — A 233 2655 (230)Minor- ales DATE: yiodwcc u2r.— Tww di"02 DD 7 White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) Building Permit Application • Town of Queensbury—Dept of Community Development,742 Bay Road,Quee&bury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No inspection will be made until applicant has received a Foo Paid $ -� C) (� valid building permit. All applicants' spaces on this Rec.Fee Paid $. application must be completed and must appear on the Reviewed By: application form. ' Applicant: APcYO-6 CD,10/TR 10v' &f-000 Owner: Address: 311.5 N& 6aq t`zb%Q Address: Phone#(Q V3)72,- l4 Z Phone#( ) a 2 2-004 TOWN OF QUEENSSURY ' Property Location: Lot Number: 3 3 / House Number 2 J/ 41 rn qoy. t,�Pont� II� i1 NO CODE SubdivisionName:.'gu G-yPpgutLC j��y lli- TaxMap.Numbor: VNew Building: residence !commercial Estimated Market Value of Construction, $ Z 50�Uo o Addition: residence/ commercial If an Addition,what will use of new addition be? a Alteration: residence/ commercial a No cbange to exterior size: residence/com'1 a Other work(describe -— "-`�~` 3 2g ' j;gPL,�I�Z- 1 4�c �il Check Occuponcylnformation ' oor Other floor Below sq.ft, sq.ft, sq.ft. Square Feet )14 Single family dwelling4- Z a1 a Two family dwelling a Townhouse a Multifamily dwelling #of units a Office a Mercantile a Manufactatin a 1 car detached garage a 2 car detached garage a 3 car detached garage a 1 car attached garage 2 oar attached garage a 3 car attached garage a Storage building- 0*0 commercial Zo a Storage building- residential a Other What.is the proposed height of the structare feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil wood / orced hot / baseboard/other: Number of Fireplaces to be installed A— Number of Woodsye to be installed d List below the person(s)responsible for supervision of work as regards to Wilding_codes: -- Name Address Phone Number Builder G 4L) r7 Q2_ et( , 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 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 B .ding and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all cons 'on. Signature; owner,o er's ag architect,contractor Application for Permit Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (519)'761-8256 1. OWNER (r INFORMATION: Location of installation: � c�1�`l Z 3 �vn� t•,4 �.... . . Clffice Use File Permit NR Lj Tax Map No. 7Za�J C t�P �.:Fee Paid_ L�-H04 Owner's Name: 1Jr6g!5 Gcj S�G ....................;..................................................................................................... TOWN OF QUEENSBURY Address: `t�✓ P�r� 'CY R� Q Q1 2.A3 St BUILDING AND CODE 2. INSTALLER'S NAMEUG?76 6�k WP PHONE NO. 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 - x 110 gal/bdrm = S O Garbage Grinder Installed yes_ / no '10 Spa or Hot Tub Installed yes_ / no �0 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) Tonography Soil Nature Ground Water Bedrock or Im ervious Material . Domestic Water Su 1 1 ' sa at what depth at what depth uracx a Rolling loam 7 �u feet 7�feet well Steep slope clay if well;water supply slope other from any septic-system depth: absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) ., Rate: - 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: 1 Z 5O gallon (min.size 1,000 gal) Tile Field: each trench ft. Total System Length: 20 8 ft. Seepage Pit(s): number of size of each: ft, by ft. Size of Stone to be used: # / depth or thickness feet 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. 2 to fl Si ature of pontible person Date r ;'Vocal% of (jue- llsbui-Y sq%vemi and Disposal Appondix C, w A-WHI )i<U11-1110M. IPIE,IJ.) SIt:I'111tA,'MON It)XII,3IM iti1I0:N'1`S 1 ' .••caw.w .. .��.. wwrw�...•�..��•w r w.• pomp v�JEu. lK VAsx'R• • •ttittflcs c,�ft►tc3t �St tt'Wt . ItiouaE Q �� w tps��«'Y' 11ov=Ooe Rohn ' � w ._,:M \ fir'' �" i t���►�ott�:�in�•�t w �w 7. SI I�,A►"I'Z.1RE &INFORNLkTIOWPOr,T.%W WJ -- --\11,10— — _ _ Septic Inspection Report Office No.(518) 761-8256 Date Inspection r qu st r c iv d: Queensbury Building&Code Enforcement Arrive: a m part: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Init'als: o NAME: ��A�b=� IT NO.: ��,�-1 — 4Z- LOCATION: 7-7, � _.1 ���F SPECT ON: 1n —1Z — UJ� RECHECK: ` Comments and/or diagram Soil T e: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft Depth of trenches ft• Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type { Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft• Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y Location of System on Property: Front Rear Left Side Right Side Middle ront Middle Rear System Ilse atus• 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 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: ° NAME: LOCATION: PERMIT Final Survey Plgt Plan Approved Denied The attached finial survey has been received by the Dept. of Community Development. Upon review the survey has been: rph'-� Craig , Zoning Administrator Notes: - LASueHemingway\Building.Codes.InspectionTORMSTinal Survey Zoning Administrator.doc MAP REFERENCE: MAP OF SOUTHERN EXPOSURE A SUBDIVISION OF LANDS OF ROBERT E. McDONALD DATED: APRIL1981 BY: RAYMOND J. BUCKLEY LOT 34 0 0 zo / LOT 33 0 18,217 sq.ft. 0.42 acres W rc tA r"o 0 3 �5 79, _C rye. � I,O O ASpHA`T N48S4 oRi� N oo.w CIRF '��- , LOT 32 Q�/ r D �D T��HUB VAG'4 8 Coo RY F 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 AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TO: GEORGE E. BARGISEN, III JENNIFER M. CHISANO COUNTRYWIDE HOME LOANS, INC., CIRF ITS SUCCESSORS AND/OR ASSIGNS x ;� A UNITED GENERAL TITLE INSURANCE COMPANY • CERTIFIED BY: MATTHEW C. STEVES, LLS NYS 50135 DATED: OCTOBER 7. 2004 Du S Date: OCTOHER 7, 2004 Map of a Survey made for 7 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY Scale 1"=30' v MAP BEARING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTOR 7209,SUB-DIVISION 2,OF THE NEW YORK STATE EDUCATION LAW." "ONLY COPIES FROM THE OH OF THIS SURVEY George B a r g i s e n, I I I S MARKED WITH AN ORIGINAL OFF THE LAND SURVEYORS SEAL SHALL BE CONSIDERED TO E .VAUO TRUE COPIES.* .CERTIFICATIONS INDICATED HEREON SIGNIFY THAT S THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE M EXISTING CODE OF S PRACTICE FOR LAND SURVEYORS ADOPTED & Jennifer lei• C h i s a n o Land Surveyors LA THE NEW PORK STATE ASSOCIATION OF SHALL RUN LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR MOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL 169 Haviland Road Queensbury, New York 12804 AGENCY AND LENDING IN571TUIRCN LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.• HAYES Town of Queensbury, Warren County, New York (518) 792-8474 New York Lie. No. 50135 N0. DATE DESCRIPTION DWG. NO. SE-33 Residential Final Inspection �(J Office No. (518) 761-8256 Date Inspection requ receive 16V Queensbury Building&Code Enforcement Arrive: p art: M am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's iti s- _ NAME: p LOCATION: ATE: C� p TYPE OF STRUCTURE: Comments `— Y N N/A r v ChimneyHt./"B"Vent/Direct Vent LocationA� Fresh Air Intake `t �� 3 inch Plumb Vent through roof Roof Complete 1'ti) Guard 30 in. or more @ stairs,decks,patiosQ_ �.� Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete ' `�—P� '"t� Interior/Exterior Railings 34 in. to 38 in. Platform at all exterior doors S Interior Handrails stairs 2 or more risers C)QZ.5gp '�,,� Grade awayfrom foundation 6 in. with 10 ft. 1 1 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 3 0.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 Dete ors: y / Ever level: / Ever Be oom: Outside every bedroom a: _ Inter Connected: / Batter backu : 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 s .ft.-150 s . ft.vents Building No./Address visible from road Final Electrical . Site Plan /Variance required Fina St,rve_Plor_P4a s Built Septic System/i Sewer Dept.Inspection Sticker Flood air Cert feation,if required Okay to issue C/C(Cert. Of Compliance) Okay to issue Temporary C/O(Cert. Of Occiu anc ) Oka to issue Permanent C/O(Cert. Of Occu anc L:\SueHeminpvay\Building.Codes.Inspection.FORMS\Res.Final Insp.form 2.dj 28,2003 Queensbuiy Building & Code Enforcement - Re s1 entiN?i n nspection 3 Office No. (518)761-8256 Arrive: an art: pm Date Inspection request received: Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: Comments I' N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish 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 Enclosed Stairs Sheetrock Underside minimum '/z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate iJ 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 Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety �O D Smoke Detec s: y Ever level: / Ever Bed om: Outside every bedroom ea: Inter Connected: t 1 Battery backup: ✓ Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss, draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches 7 � Garage Floor PitcheT�l� Garage fireproofing(/'/4 hour fire do /door closer Duct work Sealed pr , Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24" access, 1 s . ft.-150 s . 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 required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 1- Rough Plumbing / Insulation Inspection Repor Office No. (518) 761-8256 Date Inspection reque r ceiv d: Queensbury Building&Code Enforcement Arrive: p epart: fanjoKpfn 742 Bay Road, Queensbury,NY- 12804 Inspector's Initia s• NAME: ' PERMIT #: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates 1 % inch min.Drain Size Washing Machine Drain 2 inch min. Head or Air Supply Test Drain and Vents 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Cooper Commercial fflooper,CPVC,Pex One and Two-Family sulation/Residential Check/Commercial Chec Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: L:\SueHemingway\Building.Codes.Inspection.FORMS\Rougb Plumbing Insulation Report.doc November 17,2003 ` Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re est ece' ed: Queensbury Building&Code Enforcement Arrive: m/p a m 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initi Is.. NAME: _ PERMIT#: LOCATION: _INSPECT ON: TYPE OF STRUCTURE: �� l Y N NIA COMMENTS aming C._ Jack Studs/Readers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection)requesec ' ed- Queensbury Building& Code Enforcement Arrive: p ep �l� a pm 742 Bay Road, Queensbury,NY 12804 Inspector's I NAME: J PERMIT #: LOCATION: ; � p INSPECT ON: r — -Uq TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. P ing Vent/Ve in Pla N2IV , um /N it tes 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: �t�uvL� LASueHemingway\Building.Codes.Inspection.FORM S\Rough Plumbing Insulation Report.doc November]7,2003 Rough Plumbin / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request c ived• Queensbury Building&Code Enforcement Arrive: a p art: 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s: NAME: �1 PERMIT #: rC�� LOCATION: INSPECT ON: TYPE OF STRUCTURE: c Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron, Copper Drain/Vent/Comm. Plu in Vent/Vents in Place ou h Plumbing/Nail Plates 1 '/ inch min. Drain Size Washing Machine Drain 2 inch min. `ate Bead or Air Supply Test Drain and Vents 1 5 PSI or 10 feet above highest connection for 15 minutes Cleanout every 100 feet/change of direction Water Supply Piping Blooper Commercial \N Coo er, CPVC,Pex One and Two-Family nsulation/Residential Check/Commercial Check Proper Vent,Attic Vent +, / Duct/Hot Water Piping Insulation } �/ If required unheated spaces 1 Combustion Air Supply for Furnace Duct work sealed properly/No duct toe COMMENTS: �� ��� L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Report.doc Novemberl7,2003 'kough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection reque re iv dam, C- a-/4.1. Queensbury Building& Code Enforcement Arrive: p D part: °il a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Ini 'al NAME: PERMIT #: LOCATION: 3 INSPECT ON: s� TYPE OF STRUCTURE: ell Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents K�hast Iron, Copper Drain/Vent/Comm. lumbin Vent/Vents in Place Rough Plumbing/Nail Plates 1 '/Z 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 Coo Kr, CPVC,Pex One and Two-Family I"ulatio esidential Check/Commercial Checks = Proper Vent,Attic Vent 7 �y 1C Duct/Hot Water Piping Insulation j i� If required unheated spaces Combustion Air Supply for Furnace t Duct work sealed properly/No duct toe I Vu�— COMMENTS: NV� L:\SueHemingway\Building.Codes.Inspection.FORMS\Rough Plumbing Insulation Repomdoc November l7,2003 vai«iu4 1u:J4 YAA ROMARO 2000 LTEE 0001/002 Roman Structures Inc. 110,Industrial Du Boise Street Saint Victor, QC h4bb., rII/I II��I II COM 2BO Tel: (418)588-2000 ROMARO STRUCTURES Fax: (418)588-6587 FAX COVER SHEET Date: onw 1 u' P File number: To: D9Q From: 1-898-944-9491 Extension k Fax-. Subject:_�4 If any major chanees occurs during the technical drawinrs, the Price on the!contract may differ from the quotation depending of the alteration ask We are sending you: O Quote estimate ❑ Open account ® Quote drawing O Contract O Layout O Invoice ❑ Bill of lading ❑ Statement Xthop drawing ❑ Shipping schedule ❑ Shippmg summary ❑ Others: For: ❑ Approval J5�A' s requested Q After: D First correction ❑ Your use d For review and comment O Second correction © Information ❑ Estimate D Third correction ❑ Sign ❑ Returned ❑ Others: ❑ Call me, please Remarks: i Number of pages (Inciuding this one): 'Don't hmirate to call us.It will be a pleasure to get back to Xeu! KAFaxlfaxOn-\Fax cover shcet.doe 06/22/04 10:34 FAX ROMARO 2000 LTEE 10002/002 s I i'Db = Truss Tree Type Oty Ply t4-01000T1 T2SA RODE TRUSS 7 1 Job Reference o tlmei Romsrn SWelures.51-Victor BCe,C.B. Ss00 s Jan 1a 2004 AAITek Irrdrrctdes,InG Tue JI n 2210;27;63 2004 Page 1 0 5-0440-2 8 -104-2-1010-j" 5.5.12 1 -0 554 2115-4-10-10+14 5-2-10 �-6 a --- Scala=1:79.1 7.00 12 1= ' 4x10 G 3x4 3x7 i 3xS 5x1D i E G p H4x6lz�l C I 1.5x4II 3 5 S 1.5X4II ' T 4 Adt B N 0 7xS= T N 0 M L K i 3x4 4.00 12 5xS 3x4= Ud= i .- Mtl16 29-0.8 —� 0-0$:-5-0 7-2-0 7-2-0 31"-a 7.11.14 23196 ".2 30*41 Plate Offsets M:0.5-4 0-2-8 Q1-2-0 0.2-8 LOADING(psf) SPACING 2-0-0 C81 DEFL In (too) I/da0 Ud PLATES GRIP TCLL 53.9 Plates Increase 1.15 TO 1.00 V3R(LL) -0.32 N >999 360 MI120 19711" TCDL 8.0 Lumberincrease 1.15 Be 0.90 Vart(TL) -0.55 M-N >63S ISO MI116 127/82 BOLL 0.0 Rep Stress lner YES WB 0.92 Horz(L) 0.30 K n/a n/a BCDL 10.0 Code ISC200WANS195 (Simplified) W[nd(LL) 0.08 N >989 240 Weight,;140lb LUMBER OWING TOP CHORD 2 X4 SPF 165OF 1,5E TOP CHORD Sheathed, except end verticals. BOT CHORD 2 X4 SPF 165OF 1.5E -Except' BOT CHORD Rigld telling directly applied or 10-U-0 oc bracing, Except: 81 2 X 4 SPF No,2,63 2 X 4 SPF No.2 6.0.0 oc bracing:A-0. WEBS 2 X 4 SPF Not *Except* WEBS 1 Row at mldpt G-M W1 2 X 4 SPF Stud,W 3 2 X 4 SPF Stud,W8 2 X 4 SPF Stud 2 Rows at 1/3 pis C-0,E-M,I-K W9 2 X 4 SPF Stud.W10 2 X 4 SPF Stud REACTIONS (lb/si2e) 0=229610.5-8,02075/Mechanical Max Harz 0=232(load case 6) Max Uplitt0-105(load ease 7).K=-65poad case 8) Max Gray0=2577(load case 2),K=2268(load case 3) FORCES (lb)-First Load Case Only TOP CHORD A-B=174,B-C=237,C-D=-4574,D-E-4574,E-F=-1653,F-G=1923,G-H=-2448,H-le-2440,1-J=O,J-K=-310 BOT CHORD A-Os-145,N-Q--3943,M-N=3002,L-M=2D26,K-L-2150 WEBS B-0---361,G0---5019,C-N=238,E-N=2494,E-M=-1932,G-Mm-675,G-L=251,I-L=-98,I-Kr-2741,F-Mo1177 NOTES 1)Wind:ASCE 7-98;90mph;tt=25tr,TCDL=4.8psf,BCDL=6.Opsf;Category It;Exp B;enclosed;MWFRS gable and Zone:cantilever left and right exposed,,and vertical left and right exposed;Lumber DOL=1.33 plate grip DOL21.33, 2)TCLL;ASCE 7-98;Pg=70.0 psf(ground snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)unbalanced snow loads have been considered for this design. 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table 1607,1 of IBC-DO. 5)All plates are M1120 plates unless otherwise indicated. 5)Provide mecnanlcal connection(by others)of truss to bearing plate capable of withstanding 105 lb uplift at Joint 0 and 65 lb uplift at joint K. I LOAD CASES) Standard i i I I i I I I i' JUN d2 dUU4 14:27 FR E34 LUMBER MRLTR 518 699 5687 TO 7929162 P.01i02 uviidive Lz.�a reLL AVZAKU auuU Lint uuz Truax Type IV PN HayaatansuuaanGrpu➢ - tit156+3s� 14-01s0aTt Tt$B ROOF TRUSS 1 "j` Rafaencv bone . �Ronuro 9wcavae.y-victor©ce �•�� - S;200 s Jan t6 20a4 FUTer hduttRh.Inc.Tnu Jun 1710:21:12 200e f'ege t Sf-1a OAR 4.2-1L LUAU Stb4 -5,1J 1.2A2 ,•;�ol.i1:475 she II 7A0 ri2 40 4 ID 9ie c RECEIVED q 41T 4 ow 4k M I 9 - 2.14 1.6M IIJUN 2 2 2004 i A 11— j� _ � Of�QuuEE��BURY C N 011% ND CODE a P u � &6= set= bAM11GE TE a>s' sa= 3AO 74-1 4X5- 23-7-1 �>.tz tee tea 1 7.2,3 41-2-5 92'X 32- 621e 7-D t t 0.2-t2 ATTACH fir PLYWOOD OR O56 euSSET(1519r APA RATED SHEATHING 32/16 EXP 1) tJ>a TO EACH SIDE OF TRUSS WITH TWO ROWS OF 10d(3'X.110r)NAILS SPACED 3.0.O-C. STAGGERED FROM EACH FACE,DRIVEN THROUGH All MEMBERS AND CLINCHED. _,- -•Plate Oltsets/X-V): (K:0•3.8 0.2-0 _ - LOA Ma TCLI. 3.9 l Petaslncrew 1� TO T8t DEFL In 0.9] VargLl) -022 ( N) 1 >990 380 MMI200 '' 19744 . TCDL 8.0 { Lumber Increi9e 1,15 BC 0.84 Vorgn) •"g L-N >939 ift oCLt 0,0 Rap SUM Ina NO VVB 0.70 HdaMl 0.14 K -r6 Na BCDL 10.0 Cade IBC2oWANS195 (Simplified) Wlnd(LL) 0,04 N >999 •_240 Wel9m.1ss lb, LIIMgHt BRACING TeP CHORD 2 X 5 SPF 155OF 1.5E 'Except' TOP CHORD Shaethad cr 24Sb oc purMe,except end vtlrticals, ELG 2 X 4 SPF 240OF 2.17E,"2 X 4 3PF 210OF 1.BE BOY CHORD MgW oe;Dna dtrwtly appllad or 10.00 ae bmeln0- Except BOT CHORD 2 X 4 SPF 165OF 1,5E 6-00 cc brednng:J-Y. WEBS '2 X 4 SPF r4c.2'Exceor WEBS 1 Now at mldpt D.N.F-N B-P 2 X 4 5PF Stud,H-L 2 X 4 9PF Stud,hK 2 X 4 SPF Stud 2 Rmvt et 113 pt& KX,S-0 A-G 2 X 5 SPF 1650F 1.5E REACTIONS #b/rim) 0P2292104-13,K=3244M-5.5 Max HoRQ-•236(Ibed rase 5) Max Upir.0-70(load cm-7).0-107(t0att wee 6) FORCES ('0)-Mexlmum OompremlordMaldmum Tepmlon TOP CHORD A 8=11159,t3.Ce.3eW35.C4)=4001135.D•EP-27211146.E-F=27071148.F•132-36?3139,041-46251139, H-1=-1)211,1-3=.291219,AAX*.s 1181 eOT CHORD N-0-W12855,M-N-012671,L.MmOU'l,K-La-151'd296,SK-1e2MI WEBS B•P--4741144,O.P2-3111640,D-N=•1129/162•E-N=76MR87,F-N-11131150.F-L&42MU.H-L-47GM44,H-K-403164r LK=•579l104,B•OM746l51 NOTES 1)Wloe:ASCE 7.98;90mph;b-25N TOOL-4.8pst BCDL=6.00.1 Category II;Exp B;endowd:MWFRS gets and zone;an0lever felt _ __- .or- Ne and rigPo exposed:end vertical left and right exposed;lumber COL-1.33 plate grip DOL-1.99• 2)TCLL:ASCE 7.9e;Py-70.0 psf(ground arrow);Category 11;Exp B;Partially EmP.;Ct-1.1 tit 0, 3)The truss has been deGpned for a 10.0 patbottam ehoid five)oa0 nonobneurrent eAth any cow Ihre loadt per Table 1607.1 of I9C.00. -46hadn0 at)aln((a)(3'mnalders parallel to grain value using ANSVTPI 1.1995 ants to grain fmmda. Buildlris dollgner should verity capacIlyofboaangAuitoce. * ( t S)Prov(da mbchanieal oonnbetton(byothele)of trvsx to beefing plate Capable elvalhatanding TO IE upiltl at Joint O and 103)b upfltat)al r- _ K 9)toed w=(s)1 nesrtteve,been modified.Bu--ddi g des;gner must review loads to verity that they are Correct far me intended vie of Olt&• ' (rJ33. �. LOAD CASE(S)Standard 1)Snow.Lumber Increase-1.45.Plata luxe-1.15 Llnilwnr Load&(pit) 'Vrxt A•E+=177,F J=•177,J-t$-20 June 17,2004 � A ...�;lava-.wvv�.+s+�.®.�......rrianaAa;�a.ra.snmaoa�>,maaeasae■ee„ae�..ra�+�lso�. . ..'I .;,• ; • °Va:snveaolavt:exvwqKwait rwrecrvsmade>cpnaeaedortrw•nPrnem.arstnam+aeefaontnadu�lr„ld►.pwnpanenr. I ApplKeb0ly aleMegn Parol•r.nWrs and prooer leerlaerelan of emeperront 3191001UNWOt tnateJr9altar'a ar.clef M deWw,Wwrig i a(arlaladruCaa to, WIMMAI woo mampteprh•-ed4LLoealtemper bmdbV1.VjV.tlebW �eneaone&uClbw4 In*MP-I MM.rlee ) �; camim ;torwlpomrarenletp�gollheovwo4rincneeutlyretPanRWNofR'eor4Wye�abr•roe ewolotdammaordrp n lbkxxfrTot 4 Mc.lbl worry ConYa�ttaoae.ddwery.worlano�d txadne eaniutr ANSytm OVIC C M4.19,M.�w NC3t"It""comt>r�^r M413mm w"Ra SeRrytrdotmo[aenevalobNhemtruevieEe(colnvlaSmD'CeeMODrNe.l.Wdaon,WIA7U, 6a.nyn,MClfoxi -- :I .i JUN 2a 2004 23t07 PAGE.02 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ t received: Queensbury Building&Code Enforcement Arrive: am/p Dep rt- -4m/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: C PERMIT#: LOCATION: INSPECT ON: 7 - --G I TYPE OF STRUCTURE: 1 Comments Y N N/A ^tins Piers Mo olithic Slab enforcement 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 a Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 roil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 U Foundation Inspection Report i� 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#: — �- LOCATION: r INSPECT ON: ) TYPE OF STRUCTURE: Comments Y N N/A ootings C Pos x 1 Piers �r 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 a Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 nil 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 R port --- Office No. (518) 761-8256 Date Inspection re uest ce' ed: Queensbury Building&Code Enforcement Arrive: m/p epart:' a pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initi is. P s/ NAME: 0 n PERMIT#: lJ LOCATION: rn INSPECT ON: �C TYPE OF STRUCTURE: �✓ I Y N N/A COMMENTS ming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams ✓ � P`Uc Exterior sheeting nailed properly p, 12"O.C. Headroom 6 ft. 8 in. _ Stairwells 36 in. or more �lJ� 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 Gov- Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall �hh Fire separation 1, 2, 3_hour ire wall 2, 3,4 hour t! Firestopping Penetration sealed 621 16 inch insulation in cavitymin. Garage Fire Separation ,_ House side %z inch or 5/8 inch Type X Garage side 518 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 LASuel-Iemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Deport Office No. (518) 761-8256 Date Inspection req stnPERMIT #: Queensbury Building&Code Enforcement Arrive: am/ pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initia . NAME: 7 - LOCATION: INSPECT ON: '�` - ) TYPE OF STRUCTURE: I Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast.Iron, Copper Drain/Vent/Comm. c � � Plu bin Vent/Vents in Place ou Plumbing/Nail Plates i" 1.% inch min. Drain Size �� Washing Machine Drain 2 inch min. He -e,� ly Test ��� �'� �`'� Drain and Vents 5 PSI or 10 feet a ove 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: L:\SueHemingway\Building.Codes.inspection.FORMS\Rough Plumbing Insulation Report.doc November l7,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re e rec 'v Queensbury Building& Code Enforcement Arrive: art: y am/1 m 742 Bay Road, Queensbury,NY 12804 Inspector's Initi s- NAME: PERMIT#: pCc o` LOCATION: INSPECT ON: TYPE OF STRUCTURE: C_\-) Y N /NIA COMMENTS raming Jack Studs/Headers �� — Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly ��\ �� C.;-i�� 12 O.C. +�`� L� w�� Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z(w) 16 gauge(8) 16D nails each side �- Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. �� �- -�=-�� Garage Fire Separation House side %Z inch or 5/8 inch Type X �- Garage side 5/8 inch Type X r � �. Ceiling/wall Im v3 l; Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade N 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p, epart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: � NAME: I PERMIT NO.: v� LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches Size of Stone Seepage Pits: Number Size: x Stone Size: L Piping Size I e Building to tank Tank to Distribution Box Distribution Box to Field/Pit O ening Sealed: Y/N/Partial Location/Separations Foundation to tank of ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan WY N 5 _ �V LocatPFront stem on Property: P4 of Pc�A Rear Left Side Right Side Front iddle Rear S steatu . rproved artial Approved - , Disapproved L:\,SueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: Cam' PERMIT#: G LOCATION: L- G INSPECT ON: 3 Q�p 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 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: r Queensbury Building& Code Enforcement Arrive: am/p epart: `VU am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: `tlj PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ��— Absorption Field: Total length Length of each trench ft. 4T-C- -A-&LS Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type 45 Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations \` Foundation to tank ft. undation to absorption ft. Se aration of Pits Conforms as perPlot Plan Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: proved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\I3uilding.Codes.InspectionTORMS\Septic Inspection Report.doc January 28,2003 Septic Inspection Report �p j Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: . am/ Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT NO.: LOCATION: e INSPECT ON: RECHECK: Comments and/or diagram Soil Type: Sa Clay Type of Water: Municip 1/Well Water Waterline separa ' I] d' ance _ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Length of each trench ft. Depth of trenches ft. Size of Stone ?/ -Seepage Pits: Number Size: x Stone Size: Piping Siz T e Building to tank le7M3 TO Tank to Distribution Box K 5 stribution Box to F' /Pit Lk k O ening Sealed: Y N/Partial ���.� Qu,Jrp Are,,- Location/Separations Foundation to tank ft. �d f„ �l� Foundation to absorption ft. Separation of Pits ft � Conforms as per Plot Plan Y—N .r/ D�(T �LC 0A) Locatio stem on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Statti : FP pproved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\.Septic Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report J / Office No. (518) 761-8256 Date Inspection request received: ' Queensbury Building&Code Enforcement Arrive: am/p epart: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: C� -o401, LOCATION: INSPECT ON: 'Ob' TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses hor Bolts 6 ft. or less on center � p� ce and snow shield 24 inches from wall _— Uwe Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Lxkk(P— U� Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report / Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p Depart: am/pm 742 Bay Road, Queensbury,NY 1.2804 Inspector's Initials: NAME: PERMIT#: f�`7'v M LOCATION: INSPECT ON: L4 TYPE OF STRUCTURE: Framing Y Nv N/A COlV MENTS . 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 I %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses or 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Septic 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: U ' "1 PERMIT NO.: Q LOCATION: INSPECT ON: y� RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance _ft. Well separation distance ft. Other,wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location of System on Property: Front Rear Left Side Right Side F Middle r A d Front Middle Rear System Use Status: proved artial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LASueHemingway\Building.Codes.Inspection.FORMS\Septic Inspection Report.doc January 28,2003 Framing /Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: S d Queensbury Building&Code Enforcement Arrive: an-��art: arn/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: ' Y N 'N/A C®MMEN S 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 FA I {2 (Ary Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Te"k ce and snow s 'eld 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2,.3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 " ` r Foundation Inspection Report Office No. (518)761-8256 Date Inspection re est y e ei d: Queensbury Building&Code Enforcement Arrive: a p Depart: a pm 742 Bay Rd., Queensbur NAME: P IT ON: ,NY 12804 Inspector's Initia #: LOCATION: SP 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 allpour 14,Reinfo ement in Place ,Fp6dation 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. LASuellemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (51'8) 761-8256 Date Inspection request received: d Queensbury Building&Code Enforcement Arrive: am/p Depart: rI/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: ( C__U'.`, ���°i-� PERMIT#: LOCATION: INSPECT ON: ' G" 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 0 Foundation Dampproofing I un ation/Wate roo 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 d 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 3e Foundation Inspection Report Office No. (518)761-8256 Date Inspection r uest r c ved: Queensbury Building&Code Enforcement Arrive: m/pm Depart: ' p 742 Bay Rd., Queensbuiy,,NY 12804 Inspector's Initi 1 G r NAME: P RMIT#: LOCATION: > t , INSPECT ON: TYPE OF STRUCT RE: Comments Y N N/A ootings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of 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.FORMSToundation Inspection Report.doc January 28,2003 A c ' 17 P t ber Ci REScheck Compliance Certificate Checked /Da e P New York State Energy Conservation Construction ode REScheckSoflware Version 3.5 Release lc Data filename: C:\Documents and Settings\Dan Ryan\My DocumentsWayes Construction Group\Drawings\Building Plans\Two-Story\Colonialtwingable\mcheck.rck TITLE:Twin Gables COUNTY: Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached I or 2 Family OF NE�Ir HEATING TYPE:Non-Electric �Q� L W. ,Qy Co DATE: 04/15/04q'r DATE OF PLANS:4/1/04 �' ► F; ° ¢� lu COMPANY INFORMATION: Hayes Construction Group ��A mac- 079Q�� ROFficc COMPLIANCE:Passes Maximum UA=484 Your Home UA=386 20.2%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 1215 38.0 0.0 36 Wall 1:Wood Frame, 16"o.c. 1296 19.0 0.0 66 Window 1:Vinyl Frame:Double Pane with Low-E 102 0.360 37 Door 1: Solid 20 0.140 3 Door 2: Glass 40 0.340 14 Door 3: Glass 40 -0.320 13 Wall 2: Wood Frame, 16"o.c. 1296 19.0 . 0.0 69 Window 2:Vinyl Frame:Double Pane with Low-E 147 0.360 53 Basement Wall 1: Solid Concrete or Masonry 1092 0.0 10.0 95 Wall height: 7.8' Depth below grade:6.5' 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 attestin t to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in co liance this Code. Builder/Designer A Date Q2- REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE:04/15/04 TITLE:Twin Gables Bldg. I Dept. Use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: I Above-Grade Walls: I ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] I 2. Wall 2:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Basement Walls: [ ] I 1. Basement Wall 1: Solid Concrete or Masonry,7.8'ht/6.5'bg/4.0'insul, R-10.0 continuous insulation Comments: Exterior insulation must have a rigid,opaque,weather-resistant protective covering that I covers the exposed(above-grade)insulation and extends at least 6 in.below grade. I Windows: [ ] I 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor:0.360 For windows without labeled U-factors,describe features: i #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: [ ] I 2. Window 2:Vinyl Frame:Double Pane Ruth Low E,U factor:0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: I Doors: [ ] I 1. Door 1: Solid,U-factor: 0.140 Comments: [ ] I 2.* Door 2: Glass,U-factor:0.340 Comments: [ ] I 3. Door 3: Glass,U-factor:0.320 Comments: I I .Heating and Cooling Equipment: [ ] I 1. Furnace 1:Forced Hot Air, 92 AFUE or higher Make and Model Number I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building.envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I � J Vapor Retarder: [ ] I Required on the warm-in-winter side of all non vented framed ceilings,walls,and floors. I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I 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 I equipment must be provided. [ ] I Insulation R values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I 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. I Duct Construction: [ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] I Air filters are required in the return air system. [ ] I The I-IVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code q f Netiv York State,the Residential Code of Netiv York State or I the Netiv York City Building Code,as applicable. I Service Water Heating: [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I 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. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% I of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 or chilled fluids below 55 OF must be insulated to the I 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( ') 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) �E ' •' : Loy '� of :;� ' ;�ts.'�;,: .:�+•.•�;,.:•��� - ,. •�. �saw evide '' {� +� , ,;;� ,��� ,. . ,• .' ,, ,� or believe s etc., r,, �,� ese e -Ail Fr serve F r1c r, Ait� M .+t +` have; e;� or housells,tre ► nt that 1 have ail objects s s dacument• °repla on he diag antes set forth y asur ',•• ' erCon m %coo A 05 to 'NL lti�ti}� ,,.i�:jfff�il�t�1 i,F t+�t� , .� F' ft i�A i +,,ai � ^(.f..: , � , ` � �✓ If