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2008-103 'OW ii TOWN OF QUEENSBURY vim742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20080103 Date Issued: Monday, September 21, 2009 This is to certify that work requested to be done as shown by Permit Number P20080103 has been completed. Location: 591 LUZERNE Rd Tax Map Number: 523400-308-010-0001-080-000-0000 Owner: PETER WEIDMAN Applicant PETER WEIDMAN This structure may be occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the /- - / ) ,,.; // ;1 . property owner of the responsibility for compliance with Site Plan, % / ;,, ,r,i ,,-/ :- i r----- '--*— _ Variance, or other issues and conditions as a result of approvals by the Director of Buil'ding St ade\.BAtorcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FON Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080103 Application Number: A20080103 Tax Map No: 523400-308-010-0001-080-000-0000 Permission is hereby granted to: PETER WEIDMAN For property located at: LUZERNE 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 QueensburyZoning Ordinance. Type of Construction Value Owner Address: PETER WEIDMAN Fireplace 23 BARDIN Dr Garage-2 Cars Attached QUEENSBURY,NY 12804-0000 Single Family Dwelling $225,000.00 Total Value $225,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2008-103 2035 sq ft single family dwelling with 576 sq ft garage and 1 fireplace $301.80 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday, April 09,2009 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To a nisb ,�s di esday,April 09,2008 SIGNED BY 9f 4 for the Town of Queensbury. Director of Building& de orcement • OFFICE USE ONLY r TAX MAP NO. PERMIT NO. tl // PERMIT FEE r APPROVALS: ZONING TOWN CLERK T V1N OF QUEENSBURY t3JILDING & CODES APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT. _r f,, ' �Q `7 OWNER: Vie:7"�.� R. (AV el&th edl 1�J4 INSTALLER: v verlN'ta✓l l QY1 S`f VC4--I tivi ADDRESS: Z?, BrcQ i n 1)F �JY AV ADDRESS: ErArkii br-. PHONE NOS.S fS' .S/S ZS PHONE NOS.$7`g 7 3� LOCATION OF INSTALLATION:)( /0— 1. —SQ L-(J,er/i E.- a 0 by ti RESIDENCE INFORMATION: YEAR BUILT I NO.OF E X 1 COMPUTATION= = TOTAL DAILY FLOW BEDROOMS I GARBAGE GRINQE& 1980 or older ; X 1 150 gallon per bedroom I = j INSTALLED? A J C) 1981 -1991 1 X I 130 gallon per bedroom = SPA OR HOT TU B 1992-present 1 � i X y 110 gallon per bedroomINSTALLED? Q �Ff PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? vn know- BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? V DOMESTIC WATER SUPLY: MUNICIPAL WELL (IF WELL:WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS FT. ) ✓ PERCOLATION TEST: RATE IS /— S PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each garbage grinder, spa or whirlpool tub. ✓ SEPTIC TANK:/5"- e2O GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH FT. ✓ TOTAL SYSTEM LENGTH: 2-0 v FT. SEEPAGE PIT(S): HOW MANY? ✓ SIZE OF EACH Lie FT. X .5-0 FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS / FT. ✓ BED SYSTEM SIZE: Z(1- X -c) ✓ ALTERNATIVE SYSTEM: — /V /1 LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM:(If required) NO. OF TANKS:—AM — /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: `lU 4- GAL. i.,.,.i...,.i.i.,.i.4.i.i.....4.,.i.,.i.4.i.i.i.........:.:.:...:...:.i•3.,.i.�.::.i...i.i.i.i.i.i.,.i.i.,.,.i.3.i.i.i.,.:.3...,.i.:.:.:.:.i.:.:.i.:.i.:.,.:.,.;.:...:.:.:.i.:.,.:.:.i.:.,.;...::.:.:.:.,.,.:•,::.:.,.:.,.i.:.:.i...,.i.i.,...i.:.:.;.i•i.,.:.:.:.:,.,.,.:•:.,...,.,.4.i.,.4...4...4.,:.::.i..•i.,.i.,.i.i..::.,.,...,....•:.4.:.i.,.:.4.::..,... NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN • APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. i1•it.iliiilliii.iili444:i3.3..3:i.:iti.tiil:illiii...133.1•: 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 unnn nr lc nrantnrl in rclinnnn i inn., .... ,•- ---- -- -• Fire Marshal's s Office �,.. n -- 4 jj " Town of t�tt_'t', ,I ,irij• 14 Bay Roau'' Qutettsl?ttrrj Nett, York .12 rt ._ i y '14 til Michael I. Palttaer, Eire Marshal.Gary Stillman, Pejrini/Fire Marshal 1, TO r N OF QUEENSBURY 8ttit.VNG-&-CODES - '- APPLICATION FOR FUEL BURNING APPLIANCE & CHIMNEYS Application is hereby made to the Building &Codes Office for the issuance of a Building&Use Permit pursuant to the New York State Fire Prevention &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. IMPORT NTNOTE TO APPLICANT:Q ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER: e' ( }e t kJF�i^OIWlG I7 /')C< INSTALLER/BUILDER: /416SO4 4ei (C, '4 ve-fish\ ADDRESS: 22 &Ail t`/\ b d-- Oily Ail ADDRESS: Z 3 &(GL.i c, „b' a Ill // )y PHONE NOS.,c--te 79 3r 2 5- PHONE NOS. 3/h g" ✓S-2- LOCATION OF PROPERTY: 14 41) 30g./0 I.°`b O J /SUBDNISION NAME: /01 �'- yy�� LOCATION OF PROPOSED CONSTRUCTION/ AND/OR INSTALLATION: t/1+`I i✓I AP .SleciC(�Lft-- J r/ f1 / i'rx CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 1:14e vvEtd vVIC,✓t PHONE:5 g' 2 6/ 41 o ✓ FUEL BURNING APPLIANCE WOOD COAL PELLET GAS OIL INFORMATION STOVE FIREPLACE INSERT FIREPLACE,FACTORY BUILT* FIREPLACE,MASONRY FURNACE(GARAGE ONLY) *IF FACTORY BUILT,PLEASE PROVIDE: MANUFACTURER NAME: I 1 b MODEL NO. LISTED BY: NUMBER: QUESTIONS? - CALL 761-8205 or 761-6206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: firernarshatOqueensbury.net MASONRY** CHECK ONE ✓ VISIT OUR WEBSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.queensburv.net FLUE CHECK ONE ✓ DOUBLE CHIMNEY WALL TRIPLE WALL INSULATED DIRECT VENT LINER CHIMNEY MATERIAL CHECK ONE ✓ )( **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: t MODEL NO. ADDITIONAL NOTE: CONSTRUCTION/INSTALLATION MUST CONFORM TO NYS FIRE PREVENTION&BUILDING CODE AND/OR MANUFACTURERS REQUIREMENTS. CONSULT AVAILABLE TOWN OF QUEENSBURY HANDOUTS REGARDING REQUIRED INSPECTIONS. OFFICE USE ONLY 'C-t.ff-V-E- TAX MAP NO. PERMIT NO. =f ' .'f,9` MAR 25 2008 FEES: PERMIT._?(1/ RECREATION ENGINEERING ; (If applicable) ;T)OWN OF QUEENS; 'Y j T BUIC.DIN�C'&-CODES-- 11-PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: //vei mtin v •ci-In OWNER: Pdf i k tik,\Sow, 7E, c.... ADDRESS: Z3 &-,,(ci?,', lir 2i AY ADDRESS: 23 &(c /) br A, / / PHONE NOS., -g 19 g' 3 CGS PHONE NOS.3 f ? r 32/2 S CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: r Wer-ce 4 %v1 PHONE:3 liY36/ 4 03 LOCATION OF PROPERTY: ?( P 3 og,, 1O- 1 J ' c© t r1ierA e Act Qi),, SUBDIVISION NAME: Ncni e.-- PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p cc o I- APPLY TO YOUR z F- Ci C1 w O � cn CO w PROJECT O pL.:ii. � I- O = = w o Ill CJ z C1 ►2— 1- 0 1- Ce w Z z Q Q U) N cA O u. I— LL Q. 2 ces SINGLE FAMILY X 033 7 /Z 01. 3 --- boas 2 TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED .6 / r. /) GARAGE(1,2,3) 576 %' OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: - A Y) - 1.., r "61x-N v% -- _-- r I _A r , _ 1 0_ A ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? at AREt ARE THERE EASEMENTS ON PROPERTY? A I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed, Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: BUILD & CODES P P OVAL ZONING APPROVAL DATE I DATE d J EQUESTIwwwONS? CALL 761-8256 OR EMAIL sC�queensbury.net SITE FOR MORE INFORMATION Office Use Only .queensbury.net Operating Permit Issued: Yes No Check Residential Plan Review: One & Two Family Dwellings Y/N/N/ (2)Full sets of plans / Over 1,500 sq. ft.—Stamped / Design Loads On Plans: 90 Wind Floor Loads 40 psf / 50 Ground Snow Load Sleeping Areas and Attics 30 psf ��� Calculations: / Window Schedule With Glass Size Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space / 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 Compliance and Inspectors Checklist: OK / Dampproofmg/Waterproofmg Materials On Plans Foundation Drainage On Plans,if required 14/4 6"Drop in 10' Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls v Platforms At Exterior Doors Stairway Headroom 6' 8' All Stairs 36"Width fStair Run and Rise ON Winder Run and Rise Spiral Not Allowed From 2nd Story ,137/ Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width, 36"min. Handrails More Than Four Risers On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Our D t3 ®�� Garage Fire Separation \\ / Garage Floor Sloped / Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access v_w1EE- vJ 01/41 I..5 iv [ F. i., Carbon Monoxide Detector Outside Lowest Sleeping Area, On Every Level& Interconnected / Soil Test Results,if required I Septic To Well Or Water Line Separation All Paperwork Signed CommunityDevelopmentOffice _._.______________,.__. "'own of Queenshury • 742 Bay Road • Queenshury, New York •:E2804 Sew- Vi ..SC ed..Jte_. of) (t is WINDOW SCHEDULE .................._.._� JOB SITE/ADDRESS: DATE: OWNER: APPLICATION NO,: UNIT OR CLEAR WINDOW CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ.FT. OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING WIDTH IN IN INSTRUCTIONS ON PLAN SIZE INCHES INCHES `mow; B 26•LTR 11-05 Community Development Office t own of Queenshttry - 742 Bray Road • Queenshury, New York •128O4 J( BUILDING PERMIT CALCULATION SHEET: See... Li den - CcQ __." NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS f � REQUIRED ACTUAL AREA OF ROOM IN LIGHT ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM o SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS AREA FOOTAGE QUESTIONS? CALL 761-8256 OR EMAIL c odesca?queensbu rv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.quensburv.net B 10-LTR I I-20 - cc.:= ,/,,,, ---) 7� c OFFICE USE ONLY PROJECT NAME: L..t/ � ft L.10 c--- ' STAFF INITIALS: BUILDING PERMIT SUBMISSION % DATE: CHECKLIST FOR: .__________......._.........__....._ SINGLE FAMILY DWELLING 1. I Building Permit Application Completed'? I YES NO N /A 2 Energy Form or CheckMate Energy Code Compliance Forms Complete? (2-copies) 3. Energy Code Inspector's Report from Checkmate : Program? (2-copies) I 4 Septic application completely filled out? (if applicable) 7 5. Electrical Inspection Form complete? 3 6. Two (2) sets of the plans each of the following: YES NO N /A a. Floor plans (s)? 'K b. Foundation plan? Cr c. Cross sections (s)? ec `� ! , d. Elevations? e. Window and door schedule? ' �' l i i g. Plans signed and sealed by registered architect or engineer? T h. Window and door schedule? I 1 Two (2) site plans showing location of the structure to be 7. built, location of well or water lines, location of septic system or sewer line? 8. Setbacks from property lines to new structure? 8 Setbacks to neighboring wells and septic systems, including onsite well and septic systems (if applicable)? 9. Driveway Permit? i ,- Town of ueensburi • C_ommunity Development Office • 742 Bay Road, Queensbury, NY 12804 III PROJECT NAME: - OFFICE USE ONLY , STAFF INITIALS: BUILDING PERMIT SUBMISSION DATE: CHECKLIST FOR: MULTIPLE DWELLING or COMMERCIAL PROJECTS 1. Building Permit Application Completed? 1 YES NO N /A Energy Form or CheckMate Energy Code Compliance 2' Forms Complete?(2-copies) 3 5 Energy Code Inspector's Report from Checkmate Program? (2-copies) Septic application completely filled out? r r _ 4' (if applicable) 11_ 5. Electrical Inspection Form complete? 6. 1 Two (2) sets of the plans each of the following: YES NO E N /A a. Floor plans (s)? b. Foundation plan? ! ( c. Cross sections (s)? d. Elevations? i j e. Design loads including floor, snow load, and wind load? • i- f. Seismic design (required after January 2003)? { g. Plans signed and sealed by registered architect or engineer? h. Window and door schedule? Two (2) site plans showing location of the structure to be i 7 built, location of well or water lines, location of septic system or sewer line with all setbacks and separation distances shown, and all improvements to the property? 8. Solid Fuel Burning or Gas Appliance Form (if applicable)? i . l I 9. Driveway Permit I `- t Town of Queensbury• Community Development Office• 742 Bay Road, Queenshury, MY 12804 V\I LA' g vvt ak-e-, Cof y 71-' 0 (7"- /C., ,...‘ L-/‘--) c3z) ' In •, :zt:(.....s., / 0 0.0 NI 1 x t.' 1 I \ \ .1 \ 1 ----A 1 t. 1 1 CA,4 t ‘,I \ 1 C--- -7--c\ k \ i \ 0\ \I ‘ 1, 1 I \ c-_- \ \ e \‘ I) \ n_ parmi„ 1111 Li oc - ----\\)... ._____4:;:,, .1 ..., \— \ ' \ 1 1 , r k ,a) q ..._ •;.... I - \t ,, `..•= . 1 VI ,.... 1 k'\A . \ \ \ -, S C ale— / IC 3 D f 6:44iteelei- &? ( .._ 03 , 10 1,)-(3.' rc13-C-11--14CL'54.‘t.. floo , D...„,,, ,,,...,........ Queensbury Building & Code Enforc rr nt Residents- -in spectio 'y' Office No. (518)761-8256 09 C Arrive: .r �• i wart: 'bO am/.�'f t Inspection request received: Inspector's I iti-tr Date pe q NAME: rn�' ) Vic ,,,it R #: 16 LOCATION: . 4'7� TYPE OF STRUCTURE: Comments: , 1,0fr\421-ky Yes No NIA 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake /�` Al., 'vile 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete . Platform at all exterior doors Handrail 4 or more risers 1111111111111111 iZer� Guards at stairs,decks,patios more than 30 inches above grade 0 Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall in a � Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant 1111111111111111 Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches _ Bathroom/Kitchen watertight _�— 111111 Safety glazing I Window in stairwells safe !lazin Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area li Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. II Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Ell Garage fireproofing/'/.hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final ElectricalIII Final Survey Plot Plan WAL Arc Fault Breaker in Bedrooms 11111111111111� Flex Gas Pipe Bonding. As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Tempora /Permanent 1 L:\Building&Codes Forms\Building&Codes\Inspection Forms1Residential Final Inspection Form revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: (A--I ."411 NAME: D M irk w� LOCATION: L.0 Z Etz.iJE PERMIT#: )tD Final Survey Plot Plan Approved Denied The attached fmal survey has been received by the Dept.of Community Development. Upon review the survey . g Brown,Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc UTL. POLE WATER' SHUTOFF UTL. POLE CABLE NM-103 VAL W NY NM-102 ❑PEDESTAL UTL. POLE u 0- u OVERHEAD u U77LITY u WIRES VER/ZON P-78 u NM=101 -- u " ¢ u u VE„ = u RIZON P-77 ---- - -TO WEST MOUNTAIN R� �I - LG1�ER1�lE ROAL? ----��DNS FALLS-.► 3I --� ��� 20- _� WATER mMA/LBOXES BLUE PAINT (WATERLINE) _ U7i. POLE ❑ TELEPHONE --------- FIRE 0 S 74 5745" E —_ 106.50' S 74.5745"E VAALL W NG-102-1 S 73 40 D5" E PEDESTAL IRON PIPE HYDRANT —_ IRON PIPE MAP REFERENCE N0. 1 (DEED 100) 1,. ` —— 210.19' FOUND S 75VO25"E 106.83' ; a ��' , \ °FOUND `'mot (DEED - 100') IRON PIPE FOUND MAP REFERENCE NO. 1 DEED 200' I CORNER RTH OF S 7338'E 209.88' TRIANGULAR — CONCRETE - . � 2 MONUMENT s to Cp e- -j W C4 , N I p Q 1u 1 � h O 2 i------ i 37pyE WALK COVERED PORCH 121' O - GAS O ^ 3 _1 W R i Lu METER ~ iv 1 O Q Q U` 2 GAR I 2 STCIRY �� MOW FRAME I o j U 8 GARAGE I HOUSE arc. rn N W 1 W/SECOND STORY , UVING SPACE 91151200 ❑A.c. IU Z v;i 2g.5 caves uMr NOW OR FOPMERL Y , PAD. U,6 W I WOOD ' a z N x ~x 1 �% DECK LANDS OF _ o JAMES R. W1LL'IG & SUSAN L. WILLIG NOW OR FORMERLY z = " 3 - TNKC z LANDS OF �.' c `x° x LIBER 1229, PAGE 277 �l FLO{t I 0 o ul GARDEN x N a D. BOX TAX MAP: 308.10-1-79 GARY J. BEN WAY & NANCY J. BEN WAY CL 0 LIBER 681, PAGE 118 s Z I ul I W, / / / �p >< I TAX MAP: 308.09-1-19 x X J J WOODED 1 1 1 l ¢o / If4z/ NOW OR FORMERL Y W l / l WOODED O i� N I LANDS OFCl Q / d I DA VID J. JONES & DIANE C JONES Z LIBER 1211, PAGE 281 W TAX MAP: 308.10-1-81 Z 1 l Ii 0.50 ACREst ' --i 0.50 ACRESf 1 � y� L/kA►DS OF 's� f�i3k cY o PETER R. *EIDMAN, INC. PROPERTY LINE PER—� � BOUNDARY AGREEMENT la BETWEEN JONES & GERMAIN (SEE DEED REFERENCE NO. 2) Z � NOW OR FORMERLY TALL IRON IRON FOUND I PE DEED = 200' LANDS OF 1 POST FOUNDa —— 154.31' JAMES R. WILLIG & SUSAN L. WLUG 1 MAP REFERENCE NO. 1 MAP REFERENCE NO. 1 MAP REFERENCE NO. 2 = 154.31 — LIBER 1229, PAGE 277 N 74 36 50" W 96.96' N 74 36 50" W 102.86' 1 5, IRON FOUND PIPE TAX MAP: 308.10-1-78 IRON PIPE IRON PIPE (DEED = 100) 2.86. 102.88' (DEED = 100' CAPPED IRON DEED REFERENCES FOUND 0 FOUND ° N 74 38'25" W 97.26' N 74.3825"W ) O PIPE FOUND 1) THOMAS G. BRIDGE CAPPED IRON CAPPED IRON ROD FOUND P SHED TO ROD FOUND_O 1.8'SOUTHEAST 1PR OF CORNER EDWARD J. GERMAIN, Jr do LINDA B. GERMAIN DTD. JUL Y 10, 1991 MAP REFERENCE NO. 2 s 199 94' ROO, JUL Y 18, 1991 LIBER 828, PAGE 5 LOT zs. HERALD SQUARE LOT 2s 2) THE ABOVE AMENDED BY A BOUNDARY LINE AGREEMENT NOW OR FORMERL Y BETWL�EN: LANDS OF NOW OR FORMERLY NOW OR FORMERLY DAV/D J JONES & DIANE C. JONES TIMOTHY F. BARBER & MICHELLE L. BARBER, TRUSTORS LANDS OF LANDS OF AND CHRISTOPHER L. SMITH & DONNA J. SMITH KATHLEEN E. OA THOU T & DAVID D. OA THOU T AND HELEN J. BARBER, TRUSTEE I I LINDA GERMAIN INDIVIDUALLY AND AS SURVIVING LIBER 1364, PAGE 17 1 LIBER 1482, PAGE 260 TENANT BY THE ENTIRETY OF EDWARD J. GERMAIN, Jr. LIBER 1068, PAGE J22 I TAX MAP: 308.10-1-72 TAX MAP: 308.10-1-73 DTD. OCTOBER 22, 2007 TAX MAP: 308.09-1-22 RCD. NOVEMBER 30, 2007 LIBER -4434, PAGE J04 _ 3) LINDA B. GERMAIN INDIVIDUALLY AND AS SURVIVING - TENANT BY THE ENTIRETY OF EDWARD J. GERMAIN, Jr. TO PETER R. WEIDMAN, INC. DID. NOVEMBER 14, 2007 RCD. kOVEMBER 30, 2007 LIBER 3434, PAGE 310 R�ED W t FIRE - LLrr=12 TAX ASAP REFERENCE 4 1 Q-HYDRANT NOTES LOT 27 MABEL SEC7101V, 308.10, BLOCK 1, PARCEL 80 _ • 1) nELD SURVEY PERFORMED IN SEPTEMBER, 20OZ 7 MAP REFERENCES 2) REFER TO MAP REFERENCE NO. 2 FOR CIRCLED LOT NUMBERS ' ROAD 3) SUBJECT TO RIGHTS, EASEMENTS AND ENCROACHMENTS, IF ANY, FOR UTILITY 1) MAP OF A SURVEY OF LANDS OF THOMAS G. BRIDGE AND PAULA C. LUTZ" POLES, WIRES, LINES, GUY WIRES PIPES, DRAINS AND SIMILAR WSTALLA77ONS • SURVEY & MAP BY WA YNE R. RA YMOND, LICENSED LAND SURVEYOR, DATED TOGETHER WITH SUCH RIGHTS AS MAY EXIST TO OPERATE; MAINTAIN, AND MAY 2 1986 LAST REVISED JUKE 1T. 1991, AND FILED /N THE WARREN REPAIR 774E SAME. COUNTY CLERKS OFFICE ON JULY 18, 1991 IN LIBER 828 AT PAGE 4. o SURVEY& MAPp NE By MAP SHOWING EXISTING SITE.IMPROVEMENTS 4) TOGETHER WITH EASEMENT AFFIDAVIT FROM THOMAS G. BRIDGE AND PAULA C. 2) "MAP OF A PROPOSED SUBDIVISION TO BE KNOWN AS HERALD SQUARE" LUTZ TO EDWARD J GERMAIN, Jr. AND LINDA B. GERMAIN WHICH STATE'S "WE p'S � �' DLP SURVEYING, LLC SURVEY & MAP BY D. L. DICKINSON ASSOCIATES, SURVEYORS jj ENGINEERS, DO NOT CLAIM ANY EASEMENT OR RIGHT OF WAY OF WHATEVER NATURE LANDS OF DATED OCTOBER 20, 1986, AND FILED /N THE WARREN COUNTYIGLERK'S ACROSS THAT PORTION OF THE CIRCULAR DRIVEWAY WHICH /S LOCATED ON DONALD L. PIDGEON Jr. OFFICE ON ,X1LY 14, 1987. THE EASTERLY LOT TO BE CONVEYED TO THE GERMA/NS BY THOMAS G. BRIDGE." x' ' N.Y.S. LICENSE NO. 503 Q 72 PETER R. WEIDMAN, INC. EASEMENT AFFIDAVIT IS RECORDED /N THE WARREN COUNTY CLERK'S OFFICE ON v` ONLY COPIES MADE FROM THE ORIGINAL OF THIS UNAUTHORIZED ALTERATION OR ADDITION DULY 18, 1991 /N LIBER 828 AT PAGE 2. SURVEY MAP WHICH ARE MARKED WITH AN ORIGINAL TO A SURVEY MAP BEARING A LICENSED (77-/E SAID EASTERLY LOT IS THE PREMISES SHOWN SURVEYED mEREON). Sp37� � 16 MICHAEL ROAD SITUATED IN OF THE LAND SURVEYOR'S SEAL AND BEARING THE LAND SURVEYOR'S SEAL IS A VIOLATION SURVEYOR'S ORIGINAL SIGNATURE IN RED INK, SHALL OF SECTION 7209 SUBDIVISION 2, of FORT EDWARD, NEW YORK 12828 TOWN OF QUEENSBURY, WARREN COUNTY, NEW YORK BE CONSIDERED TO BE VALID AND TRUE COPIES. THE NEW YORK STATE EDUCATION LAW. 5) VISTANCES SHOWN HEREON FROM HOUSE CORNERS TO PROPERTY LINES ARE SHOWN FROM THE POURED CONCRETE FOUNDATION CORNERS 518-792-4146 SCALE.." 1- = 30' SEPTEMBER 15. 20059 si Q-17&AB Queensbury Building & Code Enforcement - Residenti in i sped o W Office No. (618)761-8256 5 C� Arrive: -L(c mi rt: -9>qf t t) am Date Inspection request received: Inspector's Initial NAME: 114c t d ock NJ P RMIT#: ' t 3 LOCATION: El.j / L ,.,Z !l t ') . ATE: TYPE OF STRUCTURE: ,.. Comments: NA 4" Building Number Address visible from road Chimney Height I"B"Vent/Direct Vent Location NA Fresh Air Intake jj, 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete I/ Platform at all exterior doors _ // Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade / Guard at stairwell at 34 inches or more J Guard at deck,porches 36 Inches or more Handrail Termination at Newell Post or Wall tnterior/Exterior Railings 34 inches to 38 inches / Deck Bracing i Handicapped Ramp Compliant ` / Grade away from foundation 6 inches with 10 feet ✓f 6 inch clearance to sill plate ✓ Gas Valve shut-off exposed/regulator 18 inches above grade / Interior privacy I trim/doors I main entrance 36 inches Bathroom/Kitchen watertight / Safety glazing/Wi • in stairwells safety gi- ing �1 interior Smoke Det:.ors/Carbon1 onoxid= Detectors /� Every level: Eve. Bed : �/ Outside every bedroom,tes: ✓✓✓✓✓✓____ /Inter Connected: =J Battery backup: ../ / Attic access 30 inches x 22 inches x 30 inches(height)in accessible area ,J / Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 sq.ft.vents / J Bathroom Fans,if no window Plumbing fixtures /______..------ 5 FC 4.Foundation insulation I Insulation Certification / _ Floor truss,draft stopping finished basement 1,000 sq.ft, !D iti pt LkiJ Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site / / k --- '" t`4 47 Oil Furnace shut-off at entrance to furnace area / ,J Fumace/Hot Water Heater operating ✓ /� Low water shut-off boiler / V '� C. C)�;� -VA--E X 6 Relief Valve(s)installed/Heat Trap/Water Temp 110 ✓ , Enclosed Stairs Sheetrock Underside minimum 1A"Gypsum / 1 1 `� Basement stairs closed rise>4 inches �/ Garage Floor Pitched Garage fireproofing 1%hour fire door/door loser / � Duct work Sealed properly ,/ Gas Logs in Sealed or Glass Enclosure 1 Final Electrical Final Survey Plot Plan ,/� Arc Fault Breaker in Bedrooms - i / Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required _ Flood Plain Certification,if required Okay to issue C/C or C/0 j Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised 100405.doc;Revised January 7,2008;Revised 8/26/08 Rough Plumbing l insulation inspection Report Office No. (518) 761-8256 Date Inspection req ed: Queensbury Building &Code Enforcement Arrrivve:Z 3O a • „� -part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials frog NAME: uJEk n M f k-r3 PER T : .'-1-10:2j LOCATION: 5.at k R O . INSP CT ON: -v q TYPE OF STRUCTURE: Y N NIA I Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I fo Insulation!Reside, -1 Che Commercial Check t > �� C Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.nrvised Nov 17 2003, revised February 15,2005, revised January 7,2008 / -12_ 7t,./E-51)A-7 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins• - « received: Queensbury Building&Code Enforcement Arrive: sr ` rquest p p part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspe« •is Initials: NAME: PERMIT# 6/ LOCATION: / 1 a7 INSPECT ON:TYPE OF STRUCTURE: lick.. Mink Y N WA COMMENTS: Framing -s 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 % w 16 •a •e 8 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in ca min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin•/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf •rade L:1Building&Codes Forms-OLD\Building&Codes inspection FonneWraming Firestopping Inspection Report.doc Revised January 7,2008 (2. -4 tflôi Framing / Firestopping Inspect• Repo Office No. (518) 761-8256 Date Ins• - «'• req •. 14 Queensbury Building&Code Enforcement Arrive: 0 - r jr, •-rt: 3, a 742 Bay Road, Queensbury, NY 12804 Inspector's!nit = - : '/ NAME: P RMIT#: r � LOCATION: / f - bra-.-e SPELT ON: TYPE OF STRUCTURE: ?C k N WA COMMENTS: Framing • ccess 22" x 30" minimum Jack Studs/Headers Bracing/Bridging 4/ Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft.floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Buiiding&Codes Fors-OLD\Building&CodesVnspedion FormsTraming Firestopping Inspection Report.doc Revised January 7,2008 /J s �n Foundation Inspection Report Office No.(518)761-8256 Date Ins�;� ti•i -:nest U 6 Queensbury Building&Code Enforcement Arrive: i p De "ris.i -•" 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im : s: i v NAME: w— ''--- RMIT#: V.V 1 0 3 �` LOCATION: N J-& �'�-F� . 1 SPECT ON: ` jA€'2 7///G dS TYPE OF STRUCTURE: ``� Comments Y N N/A ootin ` vrot�:1 Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Lt1,1-0 r--( 0 Rough Plumbing 1 Insulation inspection Report Office No. (518) 761-8256 Date Inspects r- • •e- re; •: l 3 :. Queensbury Building & Code Enforcement Arrive:tlb a p •art. iIvi _r. 742 Bay Road, Queensbury, NY 12804 Inspector's Initial : NAME: PER #: 1C) -' 163 LOCATION: j 1„Lin e NSF', r T ON: &0 7 0 TYPE OF STRUCTURE: .,),(1,0-$.4.-r 1 Y N N/A ou hc�Plumbin• Nail Plates Plumbmgven /Vents in Place 1 %2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes ressure Test a°-r Supply Piping /Head �Q\C • !. Afor 15 minutes t ,c" " / ' sulatio esidential Check/Commercial Ch- • - or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection requ «-' -.. Queensbury Building & Code Enforcement Arrive: Z � a `'' ire :rrt: ` a . m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial >r�:a NAME: L()e ld evi i9Ai PER #: LOCATION: <5- f C,i j.-Z ,, INSPECT ON: W*1-77O TYPE OF STRUCTURE: Y N N/A Rough Plumbing/Nail Plates Plumbing Vent I Vents in Place 1 'A inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping � Air l Head P.S.{ fo utes � f �� sulatio /Residential Check/ ommercial Check / yvek or ' ant` Proper Vent, Attic Vent Door/Window Sealed (No Insulation) • Duct/Hot Water Piping Insulation14.1 ./ If required unheated spaces l/4' 1 b Combustion Air Supply for Furnace Duct work sealed properly/No duct tie COMMENTS: 0�� Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 �%- Ati/0,•-_ ,/tL-te Framing / Firestopping Inspection Repo Office No. (518)761-8256 Date Ins• - M'on - •u - , - •: Queensbury Building&Code Enforcement Arrive: = .I ;: a- , -rt: 1 O.:U 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ kki(inta _NAME: PERMIT#: 8 0 LOCATION: ,j 7 v7Q/4.1-e___,PINSPECT ON: '�.� .eg. TYPE OF STRUCTURE: Z t t31-;c A-W? Y N N/A COMMENTS: Framing V ttic A 22" x 30" minimum 1 ' Jack Studs/Headers ✓— )• Act S c v O N� Pvc_� �/{` Bracing/Bridging �/' Joist hangers o� C 4E1.42.. .) ``a6 c' iNt' Jack Posts/Main Beams % > c.3:, Pc_e.. gv-oi7vo1.- i CS J7 AT, Exterior sheeting nailed properly t. 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls ✓ `'7 Amp Sc_17_._euS p R- 3 % two L� Metal Strapping for Notches Top Plate -511 1 %(w) 16 gauge (8) 16D nails each side TO VC- � G� ' ° ,L` Draft stopping 1,000 sq. ft. floor trusses 5 1:--v\-‘ S o4 `, . Anchor Bolts 6 ft. or less on center ,1/J Ice and water shield 24 inches from wall iFire separation 1, 2, 3 hour N Fire wall 2, 3, 4 hour Fire ng ,t-. Liz. tAVL- -- F o --C a' �-- Penetration sealed / `--c--\) 5"- 16 inch insulation in cavity min. V 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 ✓r 24 in. (H) � 20 in. above/below grade 5.0 sf grade L:\Building&Codes Fortes-OLDDBuiidiing&Codesllnspection Focros Framing Firestopping Inspection Repori.doc Revised January 7,2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r- • - -st e - •: Queensbury Building & Code Enforcement Arrive:9:30 a pm r •art. l0 �a prat 742 Bay Road, Queensbury, NY 12804 Inspector's Initial , ,ice NAME: Md11, - IT #IN -ECT ON: TYPE OF STRUCTURE: Y N N/A l Ro gh Plumbing/ ail Plates - µ P mbing Vent ents in Place vJ ect- 1 'A r !mum Drain Size ✓ r w, �iC,�"F�c� Washing Machine Drain 2 inch minimum 7 Cleanout every 100 feet/change of direction ✓/ Pressure Test 'n/ead Vent P� 5 P.S.I. or 10 ft. above highest connection for 15 minutes ./ Pressure Test P�QE- Water Supply Piping V:7e-> d 50 P.S.I for 15 minutesA)'r Insulation/ Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent ✓ Door/Window Sealed (No Insulation) Duct I Not Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: hfS)?-iNe4 -OP'k ' - it Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Oder j 3 2 t/ 7A rs Rough Plumbi g I Insulation In action Report Office No. (518) 761-8256 Date Inspectio eqAillerAlerv7 Queensbury Building & Code Enforcement Arrive: *a j =.art: 742 Bay Road, Queensbury, NY 12804 Inspector's In !- : 23 NAME: � v�--�---. RM1T #: LOCATION: 57/ / C1 " )r,,,1. INSPECT ON: TYPE OF STRUCTURE: Y N N/A r•'` Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place ije r if V"-4:31 1 % inch minimum Drain Size 3 1_L/4O . Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain I Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping ea• 50 P.i.I for 5 minutes Insulation esidential Check/Commercial Check - or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: D-3 I d d Queensbury Building&Code Enforcement Arrive: am/pm Depart tN f,)am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials:/ 1.A .-4-eNAME: �ti ��'ti""e`'`— PERMIT#: -)&I 3 LOCATION: S9 i -4.W#& ' / INSPECT ON: TYPE OF STRUCTURE: C967 Y N N/A COMMENTS: Framing Attic Access 22" x 30" minimum Jack Studs/Headers Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 'A(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bo . or less on center ce and water shiel 4 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 IA 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:1Building&Codes Forms-OLD\Building&CodesUnspection FormsTraming Firestopping Inspection Repoitdoc Revised January 7,2008 /at-A)YT/ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date InspactI request received: -� �( � Etcy) Queensbury Building &Code Enforcement Arrive: am/ Depart: am/pm 742 /Bay Road, Queensbury, NY 12804 Inspector's Initials: �Q NAME: I.i/e..i I'J PERMIT#: 2-C.)0 -/03 LOCATION: r (ten INSPECT ON: S TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22° x 30" minimum Jack Studs/Headers Nr ( 1< Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center ! 0 Ice and water shield 24 inches from wall N d\ R.fO( 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. (VV) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-OLD\Building&Codeslinspection Form&Framing Firestopping Inspection Repoit.doc Revised January 7,2008 -/O oe b Foundation Inspection Report Office No.(518)761-8256 Date Ins • nest received: Queensbury Building&Code Enforcement Arrive: am/ vi% Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors 'tials: NAME: + PERMIT#: ( /0 LOCATION: W INSPECT ON: 2 O . TYPE OF STRUCTURE: Comments Y A N/A gs Piers Mon. ithic 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 Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm, Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: \Z� \a:Au Dc PERMIT#: CS LOCATION: I uZ.G(L13 ' fJ INSPECT ON: 2 TYPE OF STRUCTURE: Comments Y Ni N/A /V 6(Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Septic Inspection Report Office No. (518) 761-8256 Date I pection iuest received: Queensbury Building&Code Enforcement Arrive ' ce. V) am/pm apart: am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: U NAME: t•-'y�(! pt N)1 *4 PERMIT NO.: ©w 1 LOCATION: Lv .-6-9C .?C--` 'O INSPECT ON: igli TI RECHECK Soil T Comments and/or diagram Type: i�hd/ m Clay Type of Water: M nici I/Well Water Waterline separatio ' nce ft. A L�-�L . 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 Distribu ' Box Distribution Box id/ Pit Opening Sealed Y/ N/Partial • End Cap Inlet/Outlet Pipes&Baffles /Y._N Location/ Separations Foundation to tank _ _ft. Foundation to absorption - ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N Location of System on Property: Front Rear Left Side Right Side Middle Fro t Middle Rear m • Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 4:,( 1cc), Septic Inspection Report Office No. (518)761-8256 Date Inspection.request received: Queensbury Building&Code Enforcement Arrive: am/pm part: am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's nitials: -JP NAME: 1Vei- ,..-�af PERMIT NO.. F _ LOCATION: L.-ti Z 1- --t l P INSPECT ON: RECHECK: ' Comments and/or diagram Soil Type Sa Clay Type of • Mun ' / Well Water Waterline sepa do stance ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. ,rid 74-C.4._ L A-S r LA---r --.).QA L Depth of trenches ? ft. Size of Stone 3i,•- Seepage Pits: Number Size: X Stone Size: Piping Siz Type Building to tank /I)ef" /Ai n,pr�(-' Tank to Distribution Box VI, 6:4 ice: o r: 1-"- Distribution Box to FM/ Pit +- /••S Gq Pio Opening Sealed: Y Partial / JCAA L p A- i`v u'`1Y7A-1(Z� it- End Cap ,� ✓ In Outlet Pipes&Baffles • Y p 4'i i Inlet/Outlet N � pCC.(. Location/ Separations Foundation to tank ft. Foundation to absorption Separation of Pits Conforms as per Plot Plan Iftft. N Engineer Report and As-Built Y N Location of Sy t- • • Property: Front Rea Left Side Right Side Middle Front Mi Rear System Use Statgs: pproved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 021006 Last revised 1/6105 Foundation Inspection Report Office No.(518)761-8256 Date Instmtioq request received: Queensbury Building&Code Enforcement Arrive:9 iJ am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: JQ�' NAME: JJ PERMIT#: 0,"--/03 LOCATION: / U� --�r� �,, INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1 ch width 6 inc above footing mil y for wet areas under slab Backfill royal P umbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Ins tio9,request received: (4/2'Vok- Queensbury Building&Code Enforcement Arrive: s d� am/p<m , . Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto 's Initials:\-.J__ _ NAME: A'1`k e PERMIT#: r3 Y � LOCATION: 2 L ��.y f INSPECT ON: / Z t/i TYPE OF STRtJC : 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. %4oundation/Wailpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundatian Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection pvquest received: Queensbury Building&Code Enforcement Arrive: D -( )am/pm �: Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's Initials: NAME: ti(%/0111 f✓ 4/ PERMIT#: o$ - O S LOCATION: ,L.U �-,c/& ,4) INSPECT ON: if mil a f 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. Fours ion/Wallpour 1 inforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM rrid Foundation Inspection Report Office No.(518)761-8256 Date Inspectiyyequest received: Queensbury Building&Code Enforcement Arrive: 5.� >'am/p n Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 14)ef'd� PERMIT#: Og'-103 LOCATION: cialEj L t)?�, r�c> '�"f INSPECT ON: 0 TYPE OF STRUC : Comments Y N N/A outings Piers Monolithic Slab Reinforcement in Place — The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 09/08/2009 10:39 5186237015 NORTH LA51 UNUCKLHTr1 ' . -- ate.. .. r giREScheck Software Version 4.2.2 Compliance Certificate Project Title;Weidman Spec Home Energy Code: 2007 New York Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 13% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: 591 Luzeme Rd Queen$bury.NY 12804 rases Compliance:21.1%defter Than Code Maximum UA:455 Your UA:35e crcS= 'at•rty Crn*. GiaZ,nn Ur a,L ?h', urn- . al_.- R-Value -Jr Door F�r,m0. U-FBCtor Ceiling-2nd Floor.Flat Ceding or Scissor Truss 832 40.0 3.0 22 Ceiling-Bonus Area:Cathedral Calling(no attic) 813 25.0 0.0 33 Wad let Floor.Wood Frame,16"o.c. 1044 13.0 6.0 54 Window 1:Vinyl Frame:Double Pane with Low-E 84 0.310 26 Door Entry-North:Glass 35 0,280 10 boor-Entry-South:Solid 20 0.280 6 Door-Garage/Fire Door.Solid 20 0.280 8 Wet 2nd Floor Wood Frame,16'o.c. 1072 13.0 6.0 56 Window 2:Vinyl Frante:Double Pane with Low-E 149 0.310 46 Basement Wall 1:Solid Concrete or Masonry 928 0.0 11,0 71 Wed height 8.0' Depth below grade:8.5' Insulation depth:5.0 Floor-Bonus Room:Ad-Wood Joist/Truss:Over Unconditioned 575 18.0 0.0 29 Space Furnace 1:Forced Hot Air 92 AFUE Air Conditioner 1:Electric Central Air 13 SEER The proposed building represented in this document is consistent with. _ • "+•Ing plans,specifications,and other calculations submitted with this permit application.The proposed systems have been des. . to the 2007 New Vat Energy Conservation Construction Code requirements.When a Registered Design Professional has pad and:igned this page,they are attesting that to the best of hislher .belief,and p anal judgment,such plans or sped -.dons a n compliance with this Code. 77.1 Name-Tile f• .4, / C`j'_j6,3 i;---— Syn 1111111110 Pate Project Notes: F Insulated w./The Icynene Insulation System(R) R-5 Contknous-/-Rigid foam Project lite:Waldman Spec Home Report date:09108109 Page 1 or 1 Data filename:C:\Progrsm FlfestChec l RESohedc\Weidman-591 Luzern Rink Ar .< -." l ti. REScheck Software Version 4.1.0 Compliance Certificate Project Title: Weidman Luzeme Spec House Report Date:09/13/07 Data filename:C:lPAug.mri FiteskCheck REScheck1Luzerne Spec.House.rck Energy Code: New York State Energy Conservation Construction Code Location: Warren County,New York Construction Type: Detached I or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 10% Heating Degree Days: 7635 Construction Site: Owner/Agent: Designer/Contractor: Luzeme goad Edward Zibro Queensbury,NY Dreamscapes Unlimited 6 Meghan Court Saratoga Springs,NY 12866 518-791-8728 dreamscapes@bigfoot.com ens, ,; rt, .,Pasts Maximum UA:479 Your Home UA:340=29.0%Setter Than Code Gross Cavity Cent. Glazing L#A Asseutbiy Area tar R-Value R-Value; or Door Perimeter ti-F actor Ceiling 1:Flat Ceiling or Scissor Truss 840 38.0 0.0 25 Ceiling 2:Flat Ceiling or Scissor Truss 364 38.0 0.0 11 Walt 1:Wood Frame,16"o.c. 288 13.0 7.0 13 Window 1:Wood Frame:Double Pane with Low-E 14 0.340 5 Window 2:Wood Frame:Double Pane with Low-E 14 0.340 5 Door 1:Solid 34 0.400 14 Wall 2:Wood Frame,16"o.c. 234 13.0 7.0 13 Door 2:Solid 18 0.400 7 Wall 3:Wood Frame,16"o.c. 288 13.0 7.0 14 Window 3:Wood Frame:Double Pane with Low-E 34 0.340 12 Window 4:Wood Frame:Double Pane with Low-E 9 0.340 3 Window 5:Wood Frame:Double Pane with Low-E 14 0.340 5 Wall 4:Wood Frame,16"o.c. 234 13.0 7.0 13 Window 6:Wood Frame:Double Pane with Low-E 14 0.340 5 Wall 5:Wood Frame,16"o.c. 108 13.0 7.0 6 Window 7:Wood Frame:Double Pane with Low-E 14 0.340 5 Wall 6:Wood Frame,16"o.c. 9 13.0 7.0 1 Wall 7:Wood Frame,16"o.c. 72 13,0 7.0 3 Window 8:Wood Frame:Double Pane with Low-E 14 0.340 5 Wall 8:Wood Frame,16"o.c. 9 13.0 7.0 1 Wall 9:Wood Frame,16"o.c. 108 13.0 7.0 6 Window 9:Wood Frame:Double Pane with Low-E 14 0.340 5 Wail 10:Wood Frame,16"o.c. 51 13.0 7.0 3 Wall 11:Wood Frame,16"o.c. 51 13.0 7.0 3 Wall 12:Wood Frame,16"o.c. 32 13.0 7.0 2 Wall 13:Wood Frame,16"o.c. 63 13.0 7.0 3 Window 10:Wood Frame:Double Pane with Low-E 14 0.340 5 Wall 14:Wood Frame,16"o.c. 32 13.0 7.0 2 Wall 15:Wood Frame,16"o.c. 51 13.0 7.0 3 Weidman Luzeme Spec House Page 1 of 7 - Wall 16:Wood Frame,16"o.c. 126 13.0 7.0 6 1 Window 11:Wood Frame:Double Pane with Low-E 28 0.340 10 Wall 17:Wood Frame,16"o.c. 144 13.0 7.0 8 Wall 18:Wood Frame,16"o.c. 54 13.0 7.0 3 Wall 19:Wood Frame,16"o.c. 288 13.0 7.0 15 Window 12:Wood Frame:Double Pane with Low-E 7 0.340 2 Window 13:Wood Frame:Double Pane with LowE 7 0.340 2 Window 14:Wood Frame:Double Pane with Low-E 14 0.340 5 Wan 20:Wood Frame,16"o.c. 234 13.0 7.0 12 Window 15:Wood Frame:Double Pane with Low-E 14 0.340 5 Window 16:Wood Frame:Double Pane with Low-E 14 0.340 5 Basement Walt 1:Solid Concrete or Masonry 870 11.0 0.0 57 Wall height 7.5' Depth below grade:6.5' Insulation depth:7.5` Floor 1:All-Wood JoistlTnuss:Over Unconditioned Space 381 30.0 0.0 12 Furnace 1:Forced Hot Air92 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Profexional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Name-Title Signature Date ,, ,... .,‘,,,_ ., ,,... ‘ T.,k4 „.„ 8 , ,./p 4gr:P ,.1-74)11 N Weidman Luzern Spec House Page 2 of 7 REScheck Software Version 4"1.0 Inspection Checklist Date:09113/07 Ceilings: C)Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments. ©Ceiling 2:Flat Ceiling or Scissor Truss,R38.0 cavity insulation Comments: Above-Grade Walls: ©Wall 1:Wood Frame,18"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ©Wall 2:Wood Frame,16-o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: 0 Wail 3:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ©Waif 4:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: Walt 5:Wood Frame,18"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ❑Wall 6:Wood Frame,16'o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ❑Was 7:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: 0 Wan 8:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: 0 Wall 9:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments:_ ❑Wall 10:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments:_ ❑Wall 11:Wood Frame,ifs-o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ❑Wall 12:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ❑Wall 13:Wood Frame,18"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ❑Walt 14:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ❑Wall 15:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ❑Wall 16:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: Weidman Luzern Spec House Page 3 of 7 • 0 Wall 17:Wood Frame,16'o.c.,R-13.0 cavity+R-7.0 continuous insulation Comrrsents: O Wait 18:Wood Frame,16"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ©Wail 19:Wood Frame,18"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: ❑Waft 20:Wood Frame,18"o.c.,R-13.0 cavity+R-7.0 continuous insulation Comments: Basement Watts: ❑Basement Wall 1:Solid Concrete or Masonry,7.5'ht f 8.5'bg f 7.5'insul,R-11.0 cavity insulation Comments Windows: 0 Window 1:Wood Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments ❑Window 2:Wood Frame:Double Pane with Lour-E,U-factor:0.340 For windows without labeled U-factors,describe features: *Panes Frame Type Thermal Break? Yes No Comments: Cl Window 3:Wood Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-tarpons,describe features: #Panes Frame Type Thermal Break? Yes No Comments: CT, Window 4:Wood Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments ❑Window 5:Wood Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 6:Wood Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-factors,describe featues: #Panes Frame Type Thermal Break? Yes No Comments: 3 Window 7:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ©Window 8:Wood Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: ❑Window 9:Wood Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-factors,describe features: Wanes Frame Type Thermal Break? Yes No Comments: Weidman Luzeme Spec House Page 4 of 7 • 3 Window 10:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factrns,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 11:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑Window 12:Wood Frame:Double Pane with Low-E,Li-factor:0.340 For windows without labeled U-factors,describe features: *Panes Frame Type _ Thermal Break? Yes No Comments: Window 13:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ©Window 14:Wood Frame:Double Pane with Low-E,U-factor 0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: C3 Window 15:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: [�Windt 18:Wood Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe feature: #Panes Frame Type Thermal Break? Yes No Comments: Doors: 0 Door 1:Solid,U-factor 0.400 Comments: 0 Door 2:Solid,U-factor.0.400 Comments: Floors: ❑Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: La 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 are sealed. Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate ail-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: o installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials identification: Materials and equipment are installed in accordance with the mangy installation kattructions. Weidman Luzern Spec House Page 5 of 7 3 Materials and equipment are identified so that compliance can be determined. t have been provided. • Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment Insulation R-values,glazing U-factors,and heatingequipment efficiency am dearly marked on the biding plans or specifications. ❑• Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R value without compressing the Insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to R-11. • Return ducts in unconditioned attics or outside the building are insulated to R-6. 3 Supply diets in unconditioned spaces are insulated to R-11. ® Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements- Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic- -embedded-fabric, or tapes.Tapes and mastics are rated LIL 181A or UL 1818. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). O The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one the at capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: ❑ Fireplaces are Installed with tight fitting non-combustible fireplace doors. 0 Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: 3 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has en integral heat trap or is part of a circulating system. © Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: O Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: a All heated swimming pools have an ooioff heater switch and a cover unless over 20%of the heating energy is from not-depietabie sources.Pool pumps have a time clock. Heating and Cooling Piping insulation: D HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Weidman Luzern Spec House Page 6 of 7 i'. Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes insulation Thickness In inches by Pip.Sims Heated Water Non-Circulating Runouts CirculatingItfains end Runouts Temperature(°F) Up to 1" Up to 125- 1.5-to 2.0` over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. won Thickness in inches by Pip.Sizes Piping System Types Ra ("F) 2"Runouts 1"and Less 1,25"to 2.0" 2.5"to 4" Heating Systems Low PressurelTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Weidman Luzerne Spec House Page 7 of 7