Loading...
Blower door test Envelope Leakage Test Testing Company: Technician: Name: LoCascio Energy Solutions Name: Anthony LoCascio Address: 20 Ogden Rd. Credentials: HERS Rater#4242961 Queensbury ,, NEW YORK 12804 Phone: 5188573144 Email: tony@locascioenergysolutions.com www.locascioenergysolutions.com Building Information: Customer Information: Project ID: 1611 Bay Name: Cerrone Construction Address: 1611 Bay Rd Address: Queensbury ,, NY 12804 Geo-Tag Data: Latitude: 43.414502 Longitude: -73.651701 Tim estam p: 2024-07-18 13:35:45 Measured Leakage: 1,227.6 CFM50 Test ID: 1611 Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 1.48 (+/- 4.0%) Effective Leakage Area: 60.6 in Building Volume: 49,810.0 ft3 Enclosure Surface Area: 5,120.0 ft2 Coefficient (C): 81.8 (+/- 17.6%) Exponent (n): 0.692 (+/- 0.051) Correlation Coefficient: 0.99920 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 72 °F Outdoor Temp: 82 °F Altitude: 445.0 ft Time Average Period: 10 seconds Test Date and Time: 2024-07-18 13:43:55 2000 Depressuirize 1888 800 700 600 cn 500 400 300 200 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target (Pa) Bldg_(Pa) Adj Bldg (Pa) Fan (Pa) Flow (cfm) Config Baseline -3.3 -60.0 -63.0 -59.7 -59.0 1,388.3 Ring A -48.0 -50.7 -47.4 -39.2 1,136.4 Ring A -35.0 -38.7 -35.4 -250.6 936.7 Ring B -23.0 -26.2 -22.9 -133.1 684.8 Ring B -10.0 -14.0 -10.7 -49.1 417.9 Ring B Test Equipment: Flow Device: Model 3 110V Fan Serial #: 3173 Custom Calibration Date: 2023-02-28 Pressure Gauge: DG1000 Serial #: 3172 Calibration Date: 2023-11-20 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.1 (8), ©2023 The Energy Conservatory, Inc. Page 2 of 2 This home has been professionally insulated with Owens Corning' PROPINK'L77 Loosefill Insulation (Job Site Address) Name Address 1611 Bay Rd city Lake George State zip Owens Corning. PROPINK' L77 Loosefill Insulation Owens Corning will accept no responsibility when the product is not installed in accordance with the product label.Stated R-value is provided by installing the required number of bags at a thickness not less than the labeled minimum thickness.Installation of the required number of bags may yield more than the specified minimum thickness.Failure by the installer to provide both the required bags and at least the minimum thickness will result in lower insulation R-value. Specification for Open Blow Attics Coverage charts are based on a nominal net bag weight of 32 lbs. Attics ,,,, J�trfrraUrr�tr��laf��a((k���������Mrntm�r��e�fled �fa�rrr�u�U�riverag� ,Mrntttzurr���gs„, �ffnJrr�}�m1N�aght ,„ New Construction ® Retrofit ❑ �ai�e rrrkne�stesy,, rtt�ne&sttmesi,,,�� eeBag( �r�} eltiousyft 13 4.75 4.75 154.6 5.4 0.173 19 7.00 7.00 125.0 8.0 0.256 22 5.00 5.00 106.3 9.4 0.301 Number of bags 41 26 9.25 9.25 89.6 11.2 0.357 used 30 10.50 10.50 77.0 13.0 0.416 38 13.25 13.25 59.9 16.7 0.534 44 15.00 15.00 50.7 19.7 0.631 49 16.75 16.75 45.0 22.2 0.711 P Estimated R-value 20.00 20.00 35.8 28.0 0.895 of previous N/A insulation Walls IIed 7 Yr k es� fastall €7Ens iy (N�imam f a�� Word4w lghf 14 2x4 3.5 1.25 S7.S 11.4 0.364 Area of coverage 15 2x4 3.5 1.45 75.7 13.2 0.423 g 1840 16 2x4 3.5 2.20 49.9 20.1 0.642 (sq.ft.) 22 2x6 5.5 1.25 55.9 17.9 0.573 23 2x6 5.5 1.35 51.7 19.3 0.619 24 2x6 5.5 1.75 40.0 25.0 0.802 Other type(s)of N/A Floors Insulation In attic alua..,,,"' parrying" Ml mU tir����������Cn�fa112d�EnSiY �%��£� GfXQ� M41 wafizgSPpY Ml t �gh4 Thfaknass{X a arr ft P r fag ,,,ffiaa�y .,,, VI*41 30 2x8 7.25 1.35 39.2 25.5 0.816 38 2x10 9.25 1.35 30.5 32.2 1.041 46 2x12 11.25 1.35 25.3 39.6 1.266 Thickness of insulation 16.75 Cathedral Ceiling y iviiiiiiiiillletlpnnSfi �Nl�%In£nrrE Col�k� �4JIffillrt3 cgs Pp�Y Ml�f ��nlght iiatalli ,,,,������Thinktl�ssX�fiks`f,Ro,Iti peY P ,,,,, ,,,f4Gpsf 30 2x8 7.25 1.35 39.2 25.5 0.816 Depth of previous N/A 38 2x10 9.25 1.35 30.8 32.5 1.041 insulation 49 2x12 11.25 1.55 15.5 54.2 1.734 Loosefill insulations vary in thermal performance due to factors such as aging,mean temperature,settlement,convection,moisture absorption and installation variation. Convection in glass loosefill insulation installed in open attics can reduce its thermal performance in extreme winter temperatures during the heating season. Contractor Thermally Yours Date5/15/2+wilder Cerrone Builders Date Company Company (Si attire) (Signature) Address 149 Plant Rd., Haftoon NY 12065 Address Phone 518-312-0859 Phone OWENS CORNING INSULATING SYSTEMS,LLC ONE OWENS CORNING PARKWAY TOLEDO,OHIO,USA43659 Pub.No.10012954-B.Printed inU.S.A.October 2016.The color PINK isaregistered ® 1-800-GET-PINK" trademarkof Owens Corning.Cc2016 Owens Corning Insulating Systems,LLC.AII www.owenscorning.com Rights Reserved. OD SITE SOILS DATA SITE SOILS DATA `ham f s\ .rao, TEST PITS PERCOLATION TESTS TP-1 - 1/8122 BY: L.W. DOBIE, P.E. 8qC / i OT �Y PT_1 _ 5f12f23 BY. L.W. DOBIE, P.E. :w... LOT 2, UPPER !'OR7IDN STABILIZED PERCOLATION RATE: 'N' \// } V4c 0-4" - TOPSOIL / FOREST DUFF LANDS T � .i. RETAIN D Y eRN /4t� 4-30" - RED-BROWN FINE LOAMY SAND 6 MINUTES PER INCH / �► F: RT 30-66" - MEDIUM BROWN MEDIUM SAND PT-2 - 5f12f23 BY: L.W. DOBIE, P.E. j� SOME .COBBLES / \ ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION STABILIZED PERCOLATION RATE: j / \ \ 15.05 ACRES+ TP-2 - 1/8122 BY: L.W. DOBIE, P.E. $ MINUTES, 30 SECONDS PER INCH L, j / \ \ // \ \ ��p� (W� •� '`� /,,�, TL .ti - LOT 2, MIDDLE PORTION INFILTRATION TESTS 0-4" - TOPSOIL / FOREST DUFF 1 - 5/12/23 BY. L.W DOBIE, P.E. / \ � \ \ 4-30" - RED-BROWN FINE LOAMY SAND MIDDLE BASIN AREA / \ / GAR�GE �4 J3 `� I 30-68" - MEDIUM BROWN MEDIUM SAND ' FEW COBBLES STABILIZED INFILTRATION RATE: `x \ �'� "' / Q ; ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION 80 INCHES PER HOUR / \ / �� / GARAGE-- . TP-3 - 1/$/22 BY. L.W. DOBIE, P.E. IT-2 - 5112123 BY: L.W. DOBIE, P.E. / �s j - LOT 2, WASTEWATER AREA LOWER DRIVE BASIN AREA / \ �Q�,� 0-4 - TOPSOIL / FOREST DUFF STABILIZED INFILTRA77ON RATE: \ `� =-- 4-32" - RED-BROWN FINE LOAMY SAND 40 INCHES PER HOUR ! / J 32-70" - MEDIUM BROWN MEDIUM SAND , / / \ �0Q'S Ns. \ MEW StAlkLLOW CASED / J ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION ADDITIONAL SITE SOILS DATA / 'ter°Fs f .,, , ABSORPTIONFIELD, �I� .� f WELL • / • � / \ (5)PIPE-IN-STONE ACk TP-4 - 1/8122 BY. L.W. DOBIE, P.E. TEST PIT / �Ck / WENCHES AT 4V EA (g I - LOT 2 NORTH OF DRIVE / �81 ~ G��. HOUSE 0-4" - TOPSOIL f FOREST DUFF TP-11 - 7191/24 BY. L.W. DOBIE, P.E. , f j - REVISED ABSORPTION FIELD LOCATION 4-30" - ORANGE-BROWN FINE LOAMY SAND 30-66" - LIGHT-MEDIUM BROWN FINE SAND 0-6 - TOPSOIL / FOREST DUFF Zp. \ 6-38" - ORANGE-BROWN '� '.,, W/CoaeLEs 'v �/ \ �.sF� �' �•, � / T ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITON _ " - FINE-MEDIUM SAND 446 38 52 GRAY BROWN FINE SAND j � p TP-5 - 118122 BY. L.W. DOBIE, P.E. FFLUENT SEWER - LOT 2 MID DRIVE MOTTLING AT 44' BOUNDARY AT 44" b* �` „ PERCOLATION TEST CO f / / \ G� UAL-COMPARTMENT 0-4 - TOPSOIL / FOREST DUFF .� " PT-11 - 7/11/24 BY. L.W. DOBIE, P.E. f �`► SEPTICTANK 4-36 - RED-BROWN FINE LOAMY SAND STABILIZED PERCOLATION RATE: 36-50 - MEDIUM BROWN MEDIUM SAND 2 MINUTES PER INCH / / / 1 \ \ V %} of O J ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION / f j / h '� \ Jn J11 n\ `�. _ _ ` ,�% Q�p�}4 �, TP-6 - 118/22 BY. L.W. DOBIE, RE �1 T�PP1 •yaE\.t. �"s l!�� li l�J�\ �? cb - LOT 2 LOWER DRIVE �,pCK J J I/ •Op, J� �� p �' � 0-4"" - TOPSOIL / FOREST DUFF / / _ / 000, SEZ FLE101 �`� I/ JJ JJ JJ 4-70 - RED-BROWN FINE SAND, TP2 �'� P.gS• TP3 �;�• JJ // I/ J l/PT2 TRACE SILT, SOME LOAM / ! �� Y �/ OUSE5EWER �j� ROOTS ENTIRE DEPTH, NO BOUNDARY CONDITION / T / 11w ���—�-� tswnCTANK} �"� "' ABSORPTION FIELD) \ WASTEWATER SYSTEM DESIGN PTA 3-BEDROOM RESIDENCE WATER SAVING FIXTURES / / T. . / (1.6 GPF MAX. FLUSH, 2.5 GPM MAX. FAUCETS)``/ DESIGN FLOW - 110 GPD18EDR00M SYSTEM DESIGN FLOW - 330 GPD SEP77C TANK - 1250 GAL PRECAST CONCRETE - DUAL COMPARTMENT LEACH FIELD - STANDARD PIPE-IN-STONE ABSORPTION TRENCHES h / � � WELLf INSTALLED IN SHALLOW CONFIGURATION BOTTOM OF TRENCH INSTALLED / � � `� " 20-INCHES MAXIMUM INTO EXISTING GRADE, S7EP EACH TRENCH 0.8-FT TO FOLLOW EXISTING GRADE 1 6' MINIMUM TRENCH SPACING �- f DESIGN PERCOLATION RATE = 8-10 MINI / 4/ / LOTAV t �''•. j w w APPLICA77ON RATE = 0.9 GPD/SF ITI ABSORPTION TRENCH AREA REQUIRED = 367 SF / S 0 N E ED B ABSORPTION TRENCH LENGTH REQUIRED = 184 LF / �.� "J " f WASTEWATER INSTALL (5) TRENCHES AT 40 LF EACHTO ��� �� ��� k� � f 200 LF TOTAL TO 8E PROVIDEDSEA RECORD DRAWING I O'KHART-PALLADINO �.,, T ;�. � _ �u POTABLE WATER SUPPLY - NEW ON-SITE WELL `o�jc n' TOWN OF QUEENSBURY BUILDING PERMIT - MAINTAIN 50' WELL TO SEP77C TANK SETBACK �D� / / .v, �-j 10.05 A CRTS± ' �f�<v / RC-06I9-2023 - MAINTAIN 100' WELL TO ABSORPTION FIELD SETBACK40 INSTALLATION DATE: 7123 - 712412024 fl0 INSTALLED BY - SERVICES UNLIMITED g / q / 0� RECORD DRAWING NOTE A REPRESENTATIVE OF OUR OFFICE VIS/TED THE SITE / T f DURING CONSTRUCTION AND IT IS MY OPINION THAT THE SYSTEM IS INSTALLED IN GENERAL CONFORMANCE ` J WITH THE APPROVED PLAN AND THIS RECORD DRAWING FINAL SITE GRADING, SURFACE FINISHING AND TURF ESTABLISHMENT IS ONGOING LUCAS W. DOBIE, P.E. 712412024 / low SIDE SETBACK(BLDG) t�j� / - - - - - - - - - - - - - - - - - - - - - - - -- - - - " 5P46-2023 w _ /. f7V SIDE SETBACK(BLDG) TAX MAP # 265.- -43 / f I ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW. 4 RELOCATED ABSORPTION FIELD & GENERAL SITE UPDATES 7/13/2024 4 RELOCATED ABSORPTION FIELD & GENERAL SITE UPDATES 7/13/2024 O� IT2 J J/ 3 ADJUSTED HOUSE ROTATION 12/4/2023 — — -- — -- — — — — 1- — — — — — — — — -- ;RrY << 2 APPROVAL RESOLUTIONS, ENGINEERING COMMENTS 8/9/2023 r` ` �� � �_ '�� � — 14' P.L.SETBACK(W�W) - - - - - - � �, — � �' . �~ �+ 18.7' ' 1 PRELIM. & FINAL SUBDIVISION, SITE PLAN REVIEW & AREA VARIANCE SUBMISSIONS 5/15/2023 �1 84 o05'10" W 993.09 Q C? � INSTALL STABILIZED 0 SUBMITTED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 6 2 2022 . ............ �;'I;i'...?�:^.�l '�,R�.t;K ,, ,' °; CONSTRUCTION ENTRANCE / I '1` DURING INITIAL SITE WOW N o. Revisions Date n� r'l;, n 3 �F ti. FOUND S!� v�..,,�tt.� :� rf R TI r IN GR ':1 V OVERALL SITE PLAN OVERALL SITE PLAN __ " prepared for: �. WASTEWATER SYSTEM SETBACK SCHEDULE SCALE 1"=4a' MAP REFERENCE SURVEY& MAP Sean Palladino & Sarah Lockhart-Palladino Dig Safely. ", f BY j6.t.t Bay Road PROPERTY LINE HOUSE DRAINAGE DITCH WA GRAPHIC SCALE BASE MAPPING TAKEN FROM: MAP OF A DLP SURVEYING, LLc � New ®York SUBDIVISION LANDS OF WALTER A. LOCKHART, Town of Queensbury, warren County, NY DONALD L. Pl©GEON,Jr. Before119 Call EM Wait Te R You pig SEPTIC TANK 10' 10' 10' 50, 20 O 20 40 80 PREPARED FOR SEAN PALLADINO & SARAH PROFESSIONAL LAND SURVEYOR O ESS� � Drawn: LAO Checked: GTH Scale: 1"=40' Date: 5/26/22 Required Time Confirm Utility Response LOCKHART-PALLADINO SITUATED IN TOWN OF N.Y.S. LICENSE NO. 50372 Respect The Marks , , ( IN FEET } QUEENSBURY, WARREN COUNTY, NEW YORK, DATED 169 Havitond Rood Dig with care ABSORPTION FIELD 10 20 20 i 00 18 MICHAEL ROAD ALTERATION OF THIS DOCU E T EXCEPT NY 12$04 Q�� DULY 18, 2022, PREPARED BY DLP SURVEYING, FORT EDW Queensbury, ARD, NEW PORK 12828 BY A LICENSED PROFESSIONAL ENGINEER ��,�J ®, -S3 800962--7962 LLC, DQNALD L. PIDGEON, JR. FORT EDWARD, NY 598-T92-4146 IS A VIOLATION OF NYS EDUCATION LAW. Hutchins Engineering PLLC (518) 745-0307 Phone (518) 745-0308 Fox = Overhead Utility Wire Deed Reference: Walter A. & Karen J. Lockhart To Sean Palladino And Sarah Lockhart -Palladino Dated: October 25, 2023 Book:6857 Page:50 Map Reference: Map of a Subdivision Of Lands of Walter A. Lockhart Dated: July 18, 2013 Last Revised May 10, 2023 Filed in the Warren County Clerk's office September 1, 2023 Map No. 2023-3000062 By: DLP Surveying, LLC FINAL SUR`V/1=\/ A MU OV n. OCT z TOWN OF QUEENSBURY BULILDING & CODES .) TH15 MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO ANY STATEMENT OF FACTS SHOWN THEREON. 2) NO PROPERTY CORNERS WERE SET AS PART OF THIS SURVEY. 3.) PARCEL IS SUBJECT TO ANY EASEMENTS OF RECORD. 4.) THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. 5.) THI5 MAP 15 COPYRIGHT © 2024 VAN DUSEN $ STEVES LAND SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW YORK STATE EDUCATION LAW. G.) DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES. 7.) UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON. 8.) THE SURVEYED PARCEL IS SUBJECT TO WHATEVER RIGHTS, TITLE OR INTEREST THE TOWN Of QUEENSBURY, COUNTY OF WARREN AND THE PEOPLE OF THE STATE OF NEW YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS, TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE ROADS. >~ 0 0 0 0 - F --1 "Cl - F -4 D �is ^^ W Cd 4-4 0 04 C� N O 0 r--�1 r---1 CZS 4j ;-1 t� CU O 4 C� N Q Q < o CO CQ0 � � o Cr z b 17 0 10 � r LV x Q� Co co � ­4 Date: July 25, 2024 Scale 1 "=60' -43,2 265.- 1 Wt rDa Vz.-0w w � 2:b SHrET 1 OF 1 Pallidino DWG. NO. 23-257 D-3468