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2007-595 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20070595 Date Issued: Monday, April 21, 2008 This is to certify that work requested to be done as shown by Permit Number P20070595 has been completed. Tax Map Number. 523400-309-005-0001-027-000-0000 Location: 413 SHERMAN Ave Owner. GERARD & CHERYL BILODEAU Applicant: GERARD & CHERYL BILODEAU This structure maybe occupied as a: Enclosed Porch By Oder of Town Board Fireplace TOWN OF QUEENSBURY Issuance of this Certificate of Compliance 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: P20070595 Application Number. A20070595 Tax Map No: 523400-309-005-0001-027-000-0000 Permission is hereby granted to: GERARD & CHERYL BILODEAU For property located at: 413 SHERMAN Ave in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: GERARD &CHERYL BILODEAU 413 SHERMAN Ave Enclosed Porch $18,000.00 QUEENSBURY,NY 12804 Total value $18,000.00 Contractor or Builder's Name/ Address Electrical Inspection Agency BONHOTE CONSTRUCTION 124 RIVER St HUDSON FALLS, NY 12839-0000 Plans &Specifications 2007-595 216 SQ FT 3 SEASON PORCH $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Wednesday, October 15, 2008 (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=;? ur N day, October 15,2007 SIGNED BY for the Town of Queensbury. Director of Building Co Enforcement 0-7-5-76'. ............... ....... Q� re Marshal's Office T'I'IzVtl of Qlteensl7ury- 742 Bay Rond- Queensbitry, JNTew York -12804 Michael Palmer,Fire?vlrrshal-Gary,517111man, e u Ala p t Fire, r shal APPLICATION FOR FUEL B URN1NG APPLL41VCE & CMAMEYS 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. IMPORTANT NOTE TO APPLICANT.• ROUGH-IN AND FINAL INSPECTIONS ARE REQUIRED. OWNER:--G�srard INSTALLER/BUILDER:_ ADDRESS: �5 h eA-M 12 Y) .4 JZ If ADDRESS: PHONE Nos. 7 73 A q Y PHONE NOS. LOCATION OF PROPERTY. T 3 5 YY)LA n �(/(f- SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: , �! 6-h� 0101 VA Ave- CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: 64�100G CU-A- PHONE: C/LIS V, 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: ALL ('OS n Q.S MODEL N08(a DV LISTED BY: NUMBER: 61Soo P-q QUESTIONS? CALL 7614205 or 761-8206 CHIMNEY INFORMATION BLOCK BRICK STONE OR EMAIL: MASONRY" CHECK ONE ✓ firemarshal@gueensburv.net VISIT OUR WESSITE TILE STEEL SIZE IN FOR MORE INFORMATION INCHES www.queensbury.ne FLUE CHECK ONE ✓ DOUBLE TRIPLE WALL INSULATED DIRECT VENT CHIMNEY WALL LINER CHIMNEY MATERIAL CIfMKONE ✓ **IF NON-MASONRY,PLEASE PROVIDE: MANUFACTURER NAME: 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. c//�� OFFICE USE ONLY -Lam. � ' 7 AX MAP NO. R , PERMIT NO. i FEE PAID ' ' BLDG.&CODES APPROVAL ', 0 TOWN OF QU ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION Use this application for any structure other than the Principal Structure (house)to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. A OWNER: e �� e ei INSTALLER/BUILDER: ADDRESS: 14 1-?, (�r� nnr, . . {�„p o , vDDRESS: \2`f a PHONE NOS.- '"I GI 3 - PHONE NOS. - q13 ShfAMAN AOf - C?.j,10W hjAj— LOCATION OF PROPERTY: ' p Skrarnqu JN a SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: 2/3 5 k-e 2 mAN Q,0 16 . ESTIMATED COST OF CONSTRUCTION: $ IF06 D do ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? tig IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: 1'T FLOOR 2ND FLOOR TOTAL PROPOSED PROPOSED CONSTRUCTION SQ. SQ.FT. SQ.FT. HEIGHT FT.&IN. OPEN PORCH DECK 3 SEASON, OVERED OR ENCLOSED PORCH' 2/� sl�¢. 2/4, BOATHOUSE BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(No.OF CARS:__} OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO]REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. 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, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL codes0aueensbury.net I have rea a�ld agree to the above.1 VISIT OUR WEBSITE FOR MORE INFORMATION Signed Dated: l7 www.gueensbury.net 1 - Town of Queensbury- Community Development Office • 742 Bay Road, Queensbury, NY 12804 B 1-LGL 11-05 Queensbury Building & Code Enforcement - Resid ntial Final Inspection Office'No. (518)761-8256 Arrive: O m// rt: am/pm Date Inspection request received: Ins pe is Initials: NAME: r O je-a PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE Comments: Yes No NIA 4' Building Number Address visible from road Chimney t/'B'Vent/Direct Vent Location -�'� Y I-z- Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors I Handrail 4 or more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34'arches or more Guard at deck,parches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Bderior Railings 34 inches to 38 inches Deck Brad /Hand' Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off evosed/regulator 18 inches above grade Interior privacy/trkn/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery badw : Attic access 30 inches x 22 inches x 30 inches ht in acoessibie area Crawl Spam 18 inch x 24 inch access,1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within tine of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Va s installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs dosed rise>4 inches Garage FI=Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed property Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept.Ins n Sticker Site Plan /Variance recluired Flood Plain Certification,if nuired Okay to issue C/C or C 10 Temporary/Permanent LABuilding&Codes Forms\Building&CoiesUnspection Forms\Residential Final Inspection Form revised_100405.doc;Revised January 7,2008 Queensbury Building & Code Enforcement - Residential Final Inspe ion//� Office sp ction request r -� /��/ Arrive: �,I amlpm Depart: am/pm Date Inspection request received: � � ® Inspecto 1 "hats: �.�-- NAME: 6 1 ' 0�t?�V PERMIT#: U �S�� LOCATION: 2, V( DATE: TYPE OF STRUCTURE: Comments: 4' Building Number Address visible from road Yes No MIA Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches —-- ----- — ,�� Roof /Exterior Finish Complete Platform at exterior doors ��L (�e-�0 t Gi Handrail 4 orr more risers Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Brad /Handicapped RanV Compliant Grade away from foundation 6 indhes with 10 feet 6 inch clearance to s1l plate Gas Valve shut-off egiosed/regulator 18 indhes above grade interior privacy/trim 1 doors/main entrance 36 inches Bathroom/Kitchen watertight Safety ghuwy/Window in stairwells Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Patt M badw Attic access 30 inches x 22 inches x 30 inches in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft:150 sq.ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000sq.ft. Emergency Tess below grade Gas Furnace shut-off within 30 feet or within One of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater oPeratiN Low water shut-off boiler Relief Va s installed l Heat Trap/Water Temp 110 Enclosed Stairs Sheetrodc Underside minimum%"Gypsum Basement stairs dosed rise>4 inches Garage Floor Pddhed Garage fireproofing/%hour fire door/door closer Duct work Sealed Gas Logs in Seated or G Epdlmmre Final EkK*ic:al Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pi Bondi ,� ,L f`I OJA,(---- As Built Septic S em/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C 10 T /Permanent LABuilding&Codes FormskSulkling&Codes\lnspecbon Forms\Residential Final Inspection Form revised_100405.doc,Revised January 7,2008 Town of Queensbury Fire Marshal low 742 Boy Road Queensbury,NY 12804 � 761-8205/761-8206 fax 745.4437 Fctory Built Gas Fireolaee/Stove Inspectign Report Notice: New York State requires that all UL Listed,factory built appliances be installed according to the instructions and specifications contained in the Installation Manual accompanying the appliance.No deviation from the manufacturer's p instructions or sp 'one is allowed. I Permit#t_t 1 Schedule Inspection 111410e Time ., �� am pm anytime :Inspects �v Name t t� Address_ ���_ Rough In Final �-_ _.D_...F1 ___.. _ Appliance Manufacturer_V LL 1.I� (f!i YJ Model# '-Z(,oX D d � Direct Vent Factory Built Chimney_V Flue Size Double Wall Triple Wall Insulated .._. ._.._.__._.._._..___..._.__...._..__..._._.._. Yes No N/A �Comments Floor Protection Clearances to Combustibles (all sides) __._._�____.___.._._. �. ���✓o � ���_ova Firestop(s) Vertical 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 1.0 feet Gas Shut-Off Valve_. am&ti t V& Combustion Air Hearth Extension (if any) Mantel Height above f/p opening Witness Operation Tank Placement(if LP) White—BaiWing Dept, tiz, r IPink—F3rc N[s►rshsi 1 7 Foundation Inspection Report Office No.(518)761-8256 Date In p4equest received: Queensbury Building&Code Enforcement Arrive. am/ Depart: am/pm pe 742 Bay Rd.,Queensbury,NY 12804 Inscto s Initials NAME: i PERMIT#: LOCATION: i INSPECT ON: 1 �r9 TYPE OF STRUCTURE: ' Comments Y N N/A Footin Pidrs jt4eto ithic 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: 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r�uest received: ! 6 Queensbury Building & Code Enforcement Arrive: Z� am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspect 's initials: NAME: (5rto Pi� PERMIT #: 07 _ S LOCATION: VZ 1 5 !& INSPECT ON: f "3 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 -7 I 5 P.S.I. or 10 ft. above highest connection for 15 minutes w"" Pressure Test Water Supply Piping Air/ Head C� 50 P.S.I for 15 minutes 4tnsulation 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 o duct tape �I COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 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: Zi& NAME: 16 v PERMIT#: LOCATION: INSPECT ON: l! D TYPE OF STRUCTURE: Comments Footings Y N N/A fig D V C— ADMD!/�Z Piers Monolithic Slab _ Reinforcement in Place qq The contractor is responsible for providing protection from freezing fo 48 hours following the placement f 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 Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM / G. Peter Jensen 17 West Road South Glens Falls New York 12803 (518) 798—3859 November 06, 2007 To Whom It May Concern: At the request of Mr.Peter Bonhote,I have reviewed the foundation wall concerns for the addition to the Gerald and Cheryl Bilodeau residence at 413 Sherman Avenue,Queensbury,New York. When the foundation wall was being poured,the outer form was displaced, creating a pyramid shape to the lower portion of the foundation wall. This displacement occurred when the pour was approximately 4 feet in height.The inside form remained in place,but the outside form displaced as much as 3 inches at the bottom. The pour was stopped at approximately 4 feet in height. The stopping of the pour created a cold joint.A keyway was cut in the top of the wall where the pour was stopped. The 44 vertical reinforcing bars, spaced approximately 2' on center and extending from the footing to well beyond the cold joint,will act as the required doweling for the joint. Since the required foundation wall bearing area has not been decreased(was actually increased)and the inner surface of the foundation wall is relatively plumb,there does not appear to be a decrease in the structural integrity of the foundation wall. Based on the above, I find that the foundation wall, as constructed and waterproofed, is structurally acceptable. Sincerely, ISSAEO ApC i G. Pete ; ensen �'�gtitER J4 i Q' C'Y Fy tAj�r �F80�� sa+ Framing / Firestopping Inspection Report Zj Office No. (518) 761-8256 Date Inspection equest received: Queensbury Building&Code Enforcement Arrive: ! am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials1'� NAME: Ag�� 23; o PERMIT#: LOCATION: INSPECT ON: -�Cp 72 TYPE OF STRUCTURE: Y N N/A COMMENTS 4A - cess 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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 `h 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 irestopping �� C Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade oil 5.0 sf grade �- Foundation Inspection Report Office No.(518)761-8256 Date Insp/ect' n request received: L Queensbury Building&Code Enforcement Arrive: am/1 Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 0,1. NAME: 7-57<�— PERMIT#: 0 LOCATION: 4VC INSPECT ON: TYPE OF STRUC . 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 fir` Reinforcement in Place Footing Dowels or Keyway in place Pou0�>4--lL 0O Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width e bove footing 6 mil 1 for wet areas under slab Backfill AIT oval Pl Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\lnspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection reque ed: 7 Queensbury Building&Code Enforcement Arrive: Z_am/ epart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: l d �.- T#: LOCATION: SPECT ON: 0 TYPE OF STRUCTURE. LI r~� Commeats Y N N/A ootings ke-'r L 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 �--74/ Foundation Inspection Report Office No.(518)761-8256 Rate In ' n�er quest received; Queensbury Building&Code Enforcement Arrive: : t am/ Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's 'dais: i NAME: PERMIT#: , _ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N ftA Footings ��/G =r & � 2 Monolithic Slab Reinforcement in Place The contractor is responsible for T 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\lnspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 84048-00" 20 oa` i y rz`xt-rtoH ® } �k 3 e `AJ 73� F a .Z�8� � r P � q-�.. eb � t f QIJP w ,, u' CRE T�� NT , ` 39,E ed can cis demiteo examination, NOuS ` '� o i P1`; path our comments shall qn6cting the s p s anti specitiwuoos are in full compliance with the Building Codes of Ncw York R' N 81 51 ®Q"W 168.67` TOWN OF QUEENSBURY �`{-` 50 BUILDING & CODES DEPT. Reviewed @L o T L k Date:, SICIS,6149 House 12 a rJ L F 40 tqG Y2" RE:-Rot) 12- Y13 -SA,-Ivw4&j 4a,e ?RlDfPSc- 14,wa I -z'A 1 sl\69^4" Ave-, ouezms6am y �T i v to It 4*,,x tA L V L R 2)410 4 e A-Cne K /q"df,)A ?�4WOOD Roo' S'A*1 ��'Qcj Ng j 0 y P, s Us ALVM 54�^, M vIN11 -3e5fr4. Y2 ..t-- 2)<(, wpit FRAMW 4(0 O,C . tUAII S�ev-44' vtNYL X2K& AvvANTc C4\ s v (71 eo p, Ito O. Cf ���� � -�. � ^� t� 1 r u� � t � � �-� � 4 `_ � �� .� y k_,..----4 �=� " _ �, ��1�, � i , �,'�, � t � ` 'y. 1 � � z � k _ - � � �1 Jf t` 0 3 N � E �..--_,,� _�--_-' � Ca.-.�' t � i � +. +� -,� J/ / �*`�... ��� `--- a ...�---..'r` ti .� � f .. �, i � !' � ��- �� � �� }4 k j. 1 { JJ/ ��` � �� J t� V ry it l' ` �, 1 '1 �t 1 F � t � � '� � �'� � `" �' � '�c a�, e � `� � '� � �� � ", 1 ,P, `� ,� �-' � 4 � � � , :- � '� �. o �' � cry-- � t t� �?z � � 1 '�r1 lii ,l z� r 1 1 ti s � � Tn z, 71 s C N iP nt to 2-1 f� ' Lam.