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2005-223 (zt TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20050223 Date Issued: Wednesday, August 17, 2005 This is to certify that work requested to be done as shown by Permit Number P20050223 has been completed. Tax Map Number: 523400-308-011-0001-045-000-0000 Location: 344 LUZERNE Rd Owner: PACE BUILDERS, LLC Applicant: PACE BUILDERS, LLC This structure may be occupied as a: Garage - 2 Cars Attached By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20050223 Application Number: A20050223 Tax Map No: 523400-308-011-0001-045-000-0000 Permission is hereby granted to: PACF R1 J11.DFRS_ I.I.0 For property located at: LU,ZERNE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: PACE BUILDERS, LLC 243 RIDGE St Garage-2 Cars Attached GLENS FALLS, NY 12801-0000 Single Family Dwelling $100,000.00 Total Value $100,000.00 Contractor or Builder's Name j Address Electrical Inspection Agency Plans&Specifications 2005-223 1500 SQ FT SINGLE FAMILY DWELLING $222.70 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday, May 04, 2006 (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 of Qu sbury; ednesday, May 04, 2005 SIGNED BY for the Town of Queensbury. Director of Build g& de Enforcement Permit No. abQ rS�-/a�o�3 gµjl ing&Codes office-Dep�'r-:en'of Community Development-Town of Queensbury Fee Paid C�o� / (/ �"URoad,Queensb,,}, NY 1280a Recreation Fee Dave Hco r e-ctor codesaaueensbury.net Ptc-.e: ,518) 761-8256 FAX: (518) 745-4437 Principal Structure Building Permit Application Application & Plans subject to review before issuance of a valid permit for construction. Instructions: A permit must be obtained before beginning construction. No inspections will be ade until the applicant has received a valid building permit. All pli ants' spaces on this application must feted and must appear on the application form. i 11_ Applicant/Builder ' Owner: ✓ Address: Nnp Home Phone: (Home Phone: D/ Email Address: 1� Email Address: Cell Phone: )_ r Cell Phone: FAX Phone: FAX Phone: ow Person responsible for supervision of work with respect to building and codes compliance: Name: QZCA ��Ci .S�jC uu Address: !� Phone 7�2- 7, Location of proposed construction: Lot No. Legal Address: Tax Map Number: 30e �f /- / Subdivision Name: Estimated Cost of Construction: $ 1©D 6-0-0 Proposed construction is for: ✓ Residential Use _Commercial Use Name of Business: (Q� If proposed construction is an addition, what will use of new addition be? � New Addition Alteration Proposed Construction 1s1 Floor 2nd floor Other Total Proposed structure (Occupancy Type) Sq. Ft. sq.ft. Sq. Ft. Square feet Height Ft.&in. Sin le-Famil Dwellin �� (3'[� ' TW'o_-Fdml1y Dwelling Townhouse Multifamily Dwelling Number of Units: Office Mercantile , Manufacturing Other: Attached Garage 1 t 21 3 Type of Heating System: Electric, Oil,9Wood, Forced Hot Air, Baseboard, Other: If a fireplace and/or woodstove are being installed, please refer to a separate application. Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review The Building and Codes Office will allow commencement of your proposed project only after issuance of your permit. Declaration: Please sign below after you have carefully read the statement: To the best of my knowledge, the statements contained in the 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 Codes, 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 I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, api As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. t Date: ®S Applicant/Builder Signature: d1fe- LLv The application of aced is hereby approved and permission granted for th nstr cti reconstruction or aft atio f uildin % nd or accessory structure as set forth above. 77 Date. 7 �� Authorized Signature: L:\Sue Hemingway\Building.Permit.FORMS\Principal Structure Permit Application.doc V:12/14/04 Application for Permit-Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 1(518) �161-8256 1. OWNER INFORMATION: ;....._.:...... .... ................._.......................................�..,,...................., Location of installation: t—(,U1--e rn e, 4 File Pe " N Tax Map No.�l / ' i r 'r 3.......................... Owner's Name: G e_ /3uu y} L L y p(N(,fly Y Address: � � 4 �' �� So/ .... 'Q.ODE'"............................_.,...............,.,..... 2. INSTALLER'S NAME : 4ce- &e-()jtr__I J b c/ PHONE NO. q/ I 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) " I 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 3 x 110 gallbdrm = 16 Garbage Grinder Installed yes— / no Spa or Hot Tub Installed yes / no i 4. PARCEL INFORMATION: (circle applicable information&indicate meamme nts) T2gogMhy Soil Nature Ground Water Bedrock or Im ervious Material Pgestic Water Supply lat san at what depth at what depth municipa Rolling loam feet feet well Steep slope clay if well;water sup py _%slope other from any septic-sy,tem 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. I Septic Tank: 135 • gallon (min. size I,000 gal) Tile Field: each trench _5_0 f t. Total System Length: /3_0 ft. Seepage Pit(s): number of size of each: fi. by ft. Size od Stone to be used: # 2 — / 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. i 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136r29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sam Sewage Disposal Ordinance. L d3 Signature of responsibl erson d to I ' 1'aw11 of (2tlemightli•y K<: vt:rw itrrtl 5eW31ge I>isj>t sal ('31aptel. • j ApI ondi:t C. �SI:1'ARATION IZI�(ZI.JI1LI�hl1�:I�1'1`;; irstwkm .a�. ,� �•"'`-mil pON p WELL tN NM►ttk. G 6t Lt 1Sou Ci t1E 3u�" it,w�s>: E ' j } I ,�, ' Sct•cic, �. Z l .! I �� 11�•i 1X� t i 1��C7R1�t1Ct� I I .i. 7. slr4NA.TURE &INFORMATION FM rVN=Lr—r"%-Ovi"'�+,o,».••••,••••, I I I j I , I 4 .. C) 5 ' v Check Residential Plan Review: One& Two Family Dwellings Y/ /N/A (2)Full sets of plans Over 1,500 sq. —Stam d Design Loads On Plans:90 Wind Floor Loads 40 psf 70 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.Hei t above floor esidential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofrng/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade / / s f Framing Cross Soction For E ,h Roof Line Vertical Fire Mopping Every 10'Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Was ' Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise y J A— Winder Run and Rise f 'V Spiral Not Allowed From 2nd Story Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation a arage Floor Sloped Attic AccessAJ "l Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results, if required 1 } Septic To Well Or Water Line Separation !� All Paperwork Signed Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am epa/p rt: A "am m/p Date Inspection request received: Inspector's Initials: NAME: r 6L&X5 PERMIT#: LOCATION: v zC 2 DATE: _ TYPE OF STRUCTURE: _ Comments Y N N/A n 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 %" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector �,/ D u Bathroom Fans, if no window Plumbingfixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/'/.hour fire door/door closer Duct work Sealed pmperly 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 sq. ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required 14 Final Survey Plot Plan As Built Septic System/Sewer De ection Sticker Flood Plain Certification if re uir d Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\lnsvection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 • Town of Queensbury Fire Marshal qc4t 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireulace/Stave Inspection Report Notice:Nev,York Statc requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's instructions or ] 'ons is allowed. 4L, �� 22� 11 Time a►n m an time r permit# Schedule Inspection Q p Y �' Name Address ►-#z ���' b Rough In____Find� Appliance Manufacturer __ _^ Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated -_. Yes No N/A Comments Floor Protection ACA I,,—, Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof uetration;2 feet above any combustible onstructioa within 10 feet Gas Shut-Off Valve �• Combustion Air Hearth Extension (if any) Mantel Height above Vp opening Witness Operation Tank Placement(if LP) White—Brdlding Dept � � _____� Yellow C)2d4wr Pink—Fire Maraiist Queensbury Building & Code.Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: am/p D art: �am/pm Date Inspection request ceived: _ Inspector's Initials: ^� NAME: PERMIT#: 0 DD C9 �,ld , s s 3 LOCATION: u L(j Z&,�c DATE: TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake ^ 3 inch Plumb Vent through roof minimum 6" [U 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 %2" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: i Every Bedroom: Outside every bedroom area: Inter Connected: / 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 _ Garage Floor Pitched _ VIA Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly 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"acce s, 1 s . ft.-150 s . ft.vents Building No./Address jisible ft pm ro Final Electrical Site Plan /Variance k4uir d ,/► // 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 Al L:\PamW\Buildinp,&Codesllnsvection Forms\Res. Final Insv. form 2.docLast printed 2/12/04 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 Factory Built Gas Fireplace/Stove Inspection Report Notice:New York State requires that all UL Listed,factory built appliances be installed according to the inst ctio s and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manu c rer's instructions or sQecifi5aftons is allowed. Pest# d� ? Schedule Inspection U Time am pm anytime inspector Name �' � i3 C d Address L U Z—&W-f,)C Xon Rough In�Final Appliance Manufacturer---__ Model# Direct Vent Factory Built Chimney Flue Size Double Wall Triple Wall Insulated Yes No N/A Comments Floor Protection Clearances to Combustibles (all sides) Firestop(s) Vertical Chase Wall Penetration Vent Clearances to Combustibles Vent/Chimney Termination Chimney height must be 3 feet above roof penetration;2 feet above any combustible construction within 10 feet Gas Shut-OffValve / ���� 6z4Z7 q L) d r I"J Combustion Air Hearth Extension(if any) Mantel Height above f/p opening Witness Operation Tank Placement (if LP) White^Building Dept Yeflow C`W r Pink—Fire MarAW Final Survey Inspection Dept. of Community De n 77 V Town of Queensbury 742 Bay Road20�5 Queensbury,NY 12804 1riv l S Date received: NAME: 6/Z S LOCATION: ff�-1 LUZ, OZ✓t'C— PERMIT#: Final Survey Plot Plan A roved Denied The attached final survey as !'R V D receive b Dept.o lication Comm ity Develo ment. A G 15 2005 Upon ri view -surve a Administrator TOWN OF QUEENSBURY Craig B wn,Z g Administrat Notes: 07 .�ILGi�G L:\SueHemingway\Building.Codes.inspection.FORMS\Final Survey Zoning Administrator.doc o �t m O OW o F- 3? mo IL 0 ------------------ ---- — _—__ '00 0ge o W hOb _- 3QIS M tL. -- ---------- r ------ ) ----- - M O �. ----- -- -- -- ------------------ Y 40,,� Z U ' \ 0 4.1� <O �3 1W W J to co � ��% �% /� t� � ,o N L ' a z - � •/ moo,' /i o ' w0 z ;/ ,o bd / ���; � 'i 0 w ' � ; ----- 1 / Q --------- - It - -- ------ � N ----------- ---------------- // Rough Plumbing / Insulation Inspection Rep rt Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ ��f3epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: _ NAME: PERMIT #: LOCATION: L INSPECT ON: — /S -CAS TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 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 Pressure Test Water Supply Piping Air/ ead 5 .S.I for 15 minutes sulation Residential Check/ Commercial Check ((� � Proper Vent Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces C bustion Air Supply for Furnace uct work sealed ro erl / No duct toe Q0/ 1 -7- C MMENTS: i 1 ' ` 6itk -7 14 N Vc--.V �f6 U C-V.), 1:1,-\vz�--' FL (i L- LAPam Whiting\Building&CodesVnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doe Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: a D am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. ,�NAME: PERMIT#: LOCATION: d - INSPECT ON: 5— TYPE OF STRUCTURE: Y N 1 /A COMMENTS Framing Jack Studs/Headers Bracing/Bridging Joist hangers ��D Y��C Cell 67 Jack Posts/Main Beams a Exterior sheeting nailed properly O� 2/'� 2 ZT- 4. C 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report a , Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p epart: 41 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: �i 2 PERMIT LOCATION: v /0C-- INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly n'L �ek, 12"O.C. C,) Headroom 6 ft. 8 in. Stairwells 36 in. or more It Headroom 6 ft. 8 in. x (n /-1-r C, Cx' Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate ��','(' 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms i 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Franning Firestopping Inspection Report.doc January 28,2003 07/14/2005 11: 56 518-584-5012 RUCINSKI HALL PAGE 01 RUCINSKI HALL ARCHITECTURE Ronald Richard Rucinski F� Ethan Peter Hall �g 627 Maple Avenue Saratoga Springs NY 12866 Voice 518 580 1805 Fax 518 584 5012 Email rrr@nycap.rr.coin ephall@nycap,rr.com Fax 1 of 1 To: Joel Clugstone—Town of Queensbury—Building Dept, From, Ethan Hall Date: 14 July, 2005 Re: Luzeme Road—Pace Builders Joel, I spoke with Steve Staalesen of Pace Builders this morning_ I understand that they have built the referenced building utilizing 2X6 exterior wall construction at 24° o.c. framing. This is satisfactory to this office. If you require the drawings to be revised to reflect this change please let me know. Regards, Ethan P. Hall Xc' Pace Builders C:\ACAD\Paoe ComrdmitiesEutume Rmd\Fax 14 My 2M.doc c3L-Ll � Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: / Queensbury Building& Code Enforcement Arrive: _am/` � pepart: m/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: l 1�� PERMIT#: C1 �- LOCATION: INSPECT ON: TYPE OF STRUCTURE: h �` y N N/A COMMENTS Framin Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. ,Out 9, T l" 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 %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) � �j( ZO in. (W) v t �J 5.7 sf above/below grade 5.0 sf grade L:\Sue Hemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: ft 0,5 Queensbury Building & Code Enforcement Arrive: —am/� Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: LOCATION: fie. SPECT ON: 3 a TYPE OF STRUCTURE: Y N NIA ugh Plumbin / Nail Plates Plumbing Vent/ Vents in Place 1 1f2 inch minimum Drain Size Washing Machine Drain 2 inch minimum leanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head ° C� P.S.I. or 10 ft. above highest connection for 15 minutes Press r Test Wat u ply Piping Air / ea 50 P. . or 15 minutes Insulation Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation flifeired unheated s aces mbustion Air Su I for Fur ct nacework sealed properly / No duct tape � �X� L�j COMMENTS: LAPam WhitingU3uilding&Codesllnspection Forms\Rougb Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received Queensbury Building&Code Enforcement Arrive: _a Depart: pm2 74.. Bay Road, Queensbury, NY 12804 Inspector's Initial��� s NAME: VC�_C C; t X A(-�-( PERMIT#: LOCATION: l INSPECT ON: TYPE OF STRUCTURE: ming N N/A COMMENTS Jack Studs/Headers _ S f Bracin /Bridging �H`11� � � ) � g Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly6:) 12"O.C. �' � -�� U 00 c Headroom 6 ft. 8 in. Stairwells 36 in. or more -3 A t L 1)0; Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls r� i Metal Strapping for Notches Top Plate 1 5 l I�E''� �" A_r 0A,4-/P) 1 '/2 (w) 16 gauge(8) 16D nails each side '1. 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 LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 '- Rough Plumbing / Insulation Inspection re Rei)ort Office No. (518) 761-8256 Date InsP request uest received: ��� Queensbury Building & Code Enforcement Arrive: am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: LJ NAME: Pa Ad PERMIT #: LOCATION: INSPECT ON: `7 -// TYPE OF STRUCTURE: Y N N/A u h Plumbing / Nail Plates Plumbing Vent / Vents in Place /"�,.f-j"�-5 Z= 1 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 Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes 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: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 F�-� 10a„� Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: G Queensbury Building& Code Enforcement Arrive: am/pm Depart: pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 7: I PERMIT LOCATION: INSPECT ON: 7 TYPE OF STRUCTURE: Si►F"�i`7 �� Framing Y N N/A COMME TS Sack Studs 1 Headers Bracing/Bridging Y�/�•• Joist hangers Jack Posts/Main Beams '�Z� �► 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 shiel 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\SueHemingway\Building.Codes.inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: _ Queensbury Building& Code Enforcement Arrive: am/pm Depart:4&14m 742 Bay Road, Queensbury, NY 12804 Inspector's Initialse NAME: PA&E (4--31 PERMIT#: Z 0-or ZZ3 LOCATION: INSPECT ON: TYPE OF STRUCTURE: �Q,n �T 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 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 LASueHemingway\Building.Codes.Inspection.FORM S\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/ epart: ` pm 742 Bay Rd., Queensbury,NY 12804 - Inspector's Initials: NAME: C AJ_S PERMIT NO.: LOCATION: INSPECT ON: RECHECK: Comments and/or diagram Soil T . Sa oam a Type of Water: unic' /Well Water Waterline sea distance ft. Well separation distance ft. Other wells. ft• Absorption Field: Total lengthDb�� (�t��6-r 1 j Length of each trench ft. / r D th of trenches o2 IA)ql--4-I& Size of Stone ?� Seqpage Pits: Number Size: x Stone Size: C L �.Q �5 C.hc— piping Sizo a Type Building to tank Z Tank to Distributi n Box it Distribution Box o ield/Pit N ening Sealed:t YIN/Partial End Caps Location/Separations Foundation to tank V ft. Foundation to absorption ft. Separation of Pits E��Fft. Conforms as per Plot Plan Y N En ineer Re ort and As-Built Y N Location of System on Property: Front Re Left Side Right Side Middl t Middle Rear System U"Partial pproved Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved Last revised 1/6/05 Septic Inspection Report Office No. (518)761-8256 Date Inspection requ t received: Queensbury Building&Code Enforcement Arrive: am/ epa am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT NO.: LOCATION: Er INSPECT ON: C. 613 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 lengthft• Length of each trench ft• Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone-Size- PipingSize Type -- P;dilding to tank (f ! Tank to Distribution Box Distribution Box to Field/Pit (J ! D OpeningSealed: Y/NI A-) nK Location/Separations Foundation to tank ft• Foundation to abso tion ft. Separation of Pits ft. Conforms as per Plot Plan Y N Location.of System on Property: Front Rear Left Side Right Side Middle Fro t Middle Rear L-L P System Use Sta s• Approved Partial Approved and needs to be re-inspected,please call the Building&Codes Office Disapproved LiwSueHemingway'�3uilding.Codes.Inspection.FORMS1Septic Inspection Report.doc January 28,2003 Foundation Inspection Report ' Office No. (518)761-8256 Date Inspection t r ee + Queensbury Building &Code Enforcement Arrive: m epart: am,` 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia `} �3NAME: �C -- E IT#: a LOCATION: �? eT SPECI'ON: TYPE OF STRUCTURE: Commeuts -- Y T�N N A Footings iers M thic Slab Tfo orcement in Place e contractor is responsible for providing protection from freezing r 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 Fo ing in Stone: 2 inch width �� es above footin 6 mil of for wet areas under slab Bac i pprov Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes,Inspection.FURMS\Foundation Inspection Report.doc; January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 5 1 Queensbury Building &Code Enforcement Arrive: a Depart: in 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials. - NAME: l_uj>ie!�,L-S PERMIT#: 2—DD57—_223 LOCATION: (.0 INSPECT ON: _�449 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab T` 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 oundation Dampproofing Foundation/Waterproofing Type of Dampproofng/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. I:�SueHentingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 c� A-IA, Foundation Inspection Report Office No. (518) 761-8256 Date Inspection rec est re eived: Queensbury Building&Code Enforcement Arrive: a Depa m/pm 742 Bay.Rd., Queensbury, NY 12804 Inspector's Initial NAME: _ G I� PERMIT#: _ 22 LOCATION: V ZG�Ritlt'T _ 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 f r 48 hours following the placement f the concrete. Materials for this purpose on site. Foundation/ Wallpour Reinforcement in Place Foundation Dampproofing Foundation /Waterproofing Type of Dampproofing/Waterproofing 1 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. LASueHemingway\Building.Codes.Inspection,FORM SiFoundation Inspection Report.doc January 28,2003 a -q Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/An epart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PAC.-E &I C-DC2-� PERMIT#: LOCATION: L 4-LeLi\1-1r- VZ---)q INSPECT ON: t3- TYPE OF STRUCTURE: Comments Y N N/A �( Footings Piers Monolithic Slab Reinforcement in Place I The contractor is responsible fo providing protection from freezing for 48 hours following the placement I of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing `T 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. LASueHemingway\Building.Codes.InspectionTORMS\f oundation Inspection Report.doc January 28,2003 RUCINSKI HALL ARCHITECTURE �P�`' Ronald Richard Rucinski Ethan Peter Hall G� 627 Maple Avenue �J• Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rrr@nycap.rr.com ephall@nycap.rr.com Transmittal RECEIVED G To: Joel Clugstone—Town of Queensbury—Building Dept. MAY 0 2 Z005 From: Ethan Hall`OAA TOWN OF QUEENSBURY BUILDING AND CODE Date: 2 May, 2005 Re: Luzerne Road— Pace Builders Joel, Per our conversation of Friday 29 April, 2005 we offer the following response to your review of the above referenced project. • Loads are as follows: Ground snow load—70 psf, Floor loads 40 psf (30 psf for sleeping areas and attics), 90 mph design wind speed. • Finished grade is to be pitch at 6" in 10'-0" minimum away from foundation. • The sliding door in the breakfast area is to have a platform outside at the stair. Platform to be a minimum of X x 3' before the first riser for the stair. If the owner chooses to install a deck this requirement will not be necessary. • The window in the master bath is to have tempered glass due it's proximity to the tub\shower. • Attic access panels are to be installed in the master bedroom walk-in closet and the garage ceiling. Access panels are to be 22" x 30" minimum, premanufactured metal access panels. • Revised Rescheck form indicating the sliding door being removed from the window total is included. • A section through the garage indicating the roof framing is included. • A revised site plan indicating the revised building location is included. I believe this addresses all the items we discussed, if there is anything else you need please let me know. Regards, Ethan P. Hall Xc: Pace Builders—w\attachments C:WCADTace CommuniriesTumme RoadUransmittal.doe R ' �irph, 1 Permit Number TowN �za0s ��G D�SBUR REScheck Compliance Certificate Y Checked By/Date 1995 MEC REScheckSoftware Version 3.6 Release 1 Data filename: Chatham.rck PROJECT TITLE:Pace Builders,LLC CITY:Glens Falls STATE:New York HDD:7635 CONSTRUCTION TYPE: Single Family WINDOW/WALL RATIO:0.12 DATE:04/15/05 DATE OF PLANS: 15 April 2005 PROJECT DESCRIPTION: Luzeme Road,Queensbury DE SIGNER/CONTRACTOR: Rucinski Hall Architecture 627 Maple Ave, Saratoga Springs,NY 12866 COMPLIANCE:Passes Maximum UA=327 Your Home UA=277 15.3%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling l: Raised or Energy Truss 746 30.0 0.0 24 Wall 1: Wood Frame, 16"o.c. 1751 19.0 0.0 91 Window 1: Vinyl Frame:Double Pane with Low-E 218 0.380 83 Door 1: Solid 21 0.140 3 Basement Wall 1: Solid Concrete or Masonry 874 10.0 0.0 76 Wall height: 7.6' Depth below grade: 6.3' Insulation depth: 5.0' Furnace 1: Forced Hot Air,92 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in RES checkVersion 3.6 Release I (formerly MECchecl and to comply with the mandatory requirements listed in th S checkInspection Checklist. Builder/Designer Date �7 t REScheck Inspection Checklist 1995 MEC REScheckSoftware Version 3.6 Release 1 DATE:04/15/05 PROJECT TITLE:Pace Builders,LLC Bldg. Dept. Use I Ceilings: [ ] I 1. Ceiling 1:Raised or Energy Truss,R-30.0 cavity insulation Comments: Insulation must achieve full height over the plate lines of exterior walls. I Above-Grade Walls: [ ] I 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: I Basement Walls: [ ) I 1. Basement Wall 1: Solid Concrete or Masonry,7.6'ht/6.3'bg/5.0'insul, R-10.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Vinyl Frame:Double Pane with Low-E,U-factor:0.380 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 Heating and Cooling Equipment: [ ] I 1. Furnace 1: Forced Hot Air,92 AFUE or higher Make and Model Number [ ] I 2. Air Conditioner 1: Electric Central Air, 10 SEER 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 leakage must be sealed. [ ] I Recessed lights must be l)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on the building plans or specifications. Duct Insulation: ' [ J Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. Duct Construction: [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: ( ] 14VAC piping conveying fluids above 120 T or chilled fluids below 55 °F'must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches b�Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature U12 to 1" U12 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 Pine Sizes Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5,to 4„ Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 Data filename:Chatham.rck PROJECT TITLE:Pace Builders,LLC COUNTY: Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO: 0.14 DATE:05/02/05 DATE OF PLANS:22 April 2005 PROJECT DESCRIPTION: Cove Model-Luzerne Road-Queensbury DESIGNER/CONTRACTOR: Rucinski Hall Architecture 627 Maple Ave., Saratoga Springs NY 12866 COMPLIANCE:Passes Maximum UA=339 Your Home UA=288 15.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor Ceiling 1:Raised or Energy Truss 746 30.0 0.0 24 Wall 1: Wood Frame, 16"o.c. 1751 19.0 0.0 89 Window 1: Vinyl Frame:Double Pane with Low-E 218 0.380 83 Door 1: Solid 21 0.140 3 Door 2:Glass 33 0.380 13 Basement Wall 1: Solid Concrete or Masonry 874 10.0 0.0 76 Wall height: 7.6' Depth below grade:6.3' Insulation depth: 5.0' Furnace 1:Forced Hot Air,92 AFUE Air Conditioner 1:Electric Central Air, 10 SEER COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,sUA plans or spe i tions are in compliance with this Code. nn��GG Builder/Designer Date f.2 iWG.U�/✓ RUCINSKI HALL ARCHITECTURE WORK IS TO BE AS SHOWN & Ronald Richard Rucinski NOTED AND IN ACCORDANCE WITH MANUFACTURER'S Ethan Peter Hall RECOMMENDATIONS, TRADE r 627 Maple Avenue ASSOCIATION PUBLISHED P Saratoga Springs NY 12866 RECOMMENDATIONS AND 'Joke 518 580 1905 GENERALLY ACCEPTED LOCAL Fax 518 584 5012 CONSTRUCTION INDUSTRY Email Dnycap.rr.com PRACTICES. e ephallgrycap.rr.com ©2001 / T Is n wo nncN aF E aw Fo nNv PEesoN, uN Ess No. DESCRIPTION DATE ACT1Nc UNDER THE DIRECTION of a LICENSED ARCHITECT, To AL ER A.rHv� M OR POR oN of Is DocuherlT IN AN wAr REVISIONS 12 S RDME hF11T � 154 MOLDING FELT tAPAAN A BAFnE(rip.)— —8 \ METAL ROOT EDGE-\ 2.SUB FASCIA ALIIY./ASCU ANTED NNH. � SOMT NNYL lm `-3/B'fiYP.BOARD CFA.MIC III 4'OW.SLAB w11eeV12- W.1 WEIDED UK FABRIC RDIiDRCRW AT MID-DEPTH F1T01 70 DRAIN i .._.._.._.._.._.._.._.._.. ..�.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.. ._........................_.._.._.._. �--6 YL VAPOR RETARDER FINISH GRADE To SLOPED/ { AWAY FROM BUlDNO V N 10'-V MIN. i R BUILDDING SECTION a 1e-1- DATE CAD FILE NAME SCALENew Model Home DRAWING TITLE DRAWN BY Luzeme Road, Queensbury NY For DRAMNc No. Pace Builders, LLC 264 Ridge Street,Glens Falls NY 12801