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2006-299 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: P20060299 Date Issued: Friday, June 08, 2007 This is to certify that work requested to be done as shown by Permit Number P20060299 has been completed. Tax Map Number: 523400-289-007-0001-002-001-0000 Location: 93 TEE IIILL Rd Owner: MICHAEL & MARY ROZELL Applicant: MICHAEL & MARY ROZELL This structure may be occupied as a: Fireplace By Order of Town Board Garage - 3 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling 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 6 'z Director of Building&Co ed nfc ment Planning Board or Zoning Board of Appeals. a S-7----I "7( -1-DERMIT 1 FI E SE OSE ONLY MI_ Date} TAX MAP N0. /u �� NO. oZ036--a at e FEES: PERMIT RE REATION ENGINEERING T.j t. 1 ri ') (If applicable) 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. ,,I APPLICANT/BUILDER: H!C. UAt i�( `ZQ . OWNER: klat/N L et-, t-INvr aoseti1 $o qu ,6,l) iSL,Auo izo ADDRESS: ( 'jffj1'I2711 iJi' 1/2aO4 ADDRESS: { PHONE NOS. 11S, 451-7 PHONE NOS. CONTACT PERSON FOR BUILDING& CODES COMPLIANCE: CU Pr (7 '4'3 PHONE: (96.8.569 f LOCATION OF PROPERTY: Q.t., u•ILL WAO d IOWtJ Or oo sw i-h' SUBDIVISION NAME: Li/A PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT APPLY TO YOUR Z 0 p Ci d o L U PROJECT Li 00 � OL 0 = w In J fl. •••`•° f- _ W LL Q U U W -11-- ~i � d i a l- O Q W — Z Q Q TA - co N CO O Li I 06 - SINGLE FAMILY X 24Go iaaq sup 40-Kt t Q TWO-FAMILY -4 ak-.4 '=:t.., MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE ETAIL- MERCANTILE FACTORY OR INDUSTRIAL q Q GARAGE(11,,2,3) 6 I b 14-o OTHER 4 g,-,' ,� L). IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: iJ/A ESTIMATED CONSTRUCTION COST 3001 O . ._ FUEL TYPE: oIL CIL rf2(,(Jlfl-Je . HEAT TYPE: pari. /,9'Pet -*HOW MANY FIREPLACE(S): a-6 AND/OR WOODSTOVES(S): e, ZONING CATEGORY: -4A ARE THERE WETLANDS ON THIS SITE? 00 IS THIS A HISTORIC SITE? 4..10 PROPOSED USE OF BUILDING OR ADDITION: SI t.iG ,e.... ('ILII L (Lt~S 1° L *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 fa Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? 00 ARE THERE EASEMENTS ON PROPERTY? 00 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 agr-; tot : rove. 7) I ✓ ! ( / Signed,/ �� / _ / L V . • 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: -/--- BUILDING CODE APPROVAL ZONING APPROVAL 5 2‹ b6 DA E DATE QUESTIONS? CALL 761.8256 OR EMAIL codesAqueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION wwW.queensbury.net 0 Town of Queensbury• Community Development Office • 742 Bay Road, Queensbury, NY 12804 OFFICE USE ONLY TAX MAP NO. PERMIT NO.00-( PERMIT FEE • APPROVALS: ZONING TOWN CLERK • I J 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 '_� ! - G OWNER: MIC /41.4 4 �IA tU�/�' INSTALLER: 1-1Icor�-, zoz J Bo 544-440 LA0 ADDRESS: nya. P,L)12"rl PT' iQSG ' ADDRESS: PHONE NOS. -7✓ ' 48 17 PHONE. tNOS. LOCATION OF INSTALLATION: TEL µ1 Us /20A ¶bJJ of (QV 4...Apj(.'''10.4r" NO.OF 1 [ ! 1 RESIDENCE INFORMATION: YEAR BUILT BEDROOMS X COMPUTATION= ! = TOTAL DAILY FLOW GARBAGE GRINDER ., 1980 or older X 150 gallon per bedroom ! = I INSTALLED? 1,10 1981 -1991 X 130 gallon per bedroom 1 = i . SPA OR HOT TU 1992 present ! X [ 110 gallon per bedroom i 440 Cj/ INSTALLED? I4 i PARCEL INFORMATION: ✓ TOPOGRAPHY: FLAT ROLLING )C STEEP SLOPE %SLOPE ✓ SOIL NATURE: SAND LOAM CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? OA BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? OA 61.0 ow r�r l oe f�G 4.2 - 1(,o ✓ DOMESTIC WATER SUPLY: MUNICIPAL WELL x (IF WELL: WATER SUPPLY FROM ANY SEPTIC-SYSTEM ABSORPTION IS 100 FT. ) ✓ PERCOLATION TEST: RATE.IS S-4 PER MIINUTE PER INCH (TEST TO BE COMPLETED BY A LICENSED PROFESSIONAL ENGINEER OR ARCHITECT) C.0Hp � 0 � • '2-1'4X0 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: 1450 GALLON (MIN. SIZE IS 1,000 GAL.) TILE FIELD: EACH TRENCH 4o FT. ✓ TOTAL SYSTEM LENGTH: 140 FT. SEEPAGE PIT(S): HOW MANY? 1.1/1=4 ✓ SIZE OF EACH FT. X FT. ✓ SIZE OF STONE TO BE USED: # /DEPTH OR THICKNESS FT. ✓ BED SYSTEM SIZE: X ✓ ALTERNATIVE SYSTEM: LENGTH AND/OR SIZE ✓ HOLDING TANK SYSTEM: (If required) NO. OF TANKS: /SIZE OF EACH ✓ GALLONS./TOTAL CAPACITY: GAL. NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. II For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by,or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of QUESTIONS? CALL 781.8256 OR EMAIL Queensbury Sanitary Sewage Disposal Ordinance. codes@aueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburv.net gnature of Pe so (24, s Wonslble Date • 14. Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury,NY 12804 =TOWN OF QUEENSBURY :. -- HIGHWAY Richard A. Missita Highway Superintendent Home(518)798-5127 DEPARTMENT 742 Bay Road * Queensbury,NY. 12804 Michael F. Travis Deputy Highway Superintendent Office Phone: (518) 761-8211 (518)798-0413 Fax: (518) 745-4466 REC F I V RD r . X06 DRIVEWAY PERMIT TOWN „�� ,�;,URY BUILDING,AND,CODE DATE: MA-1/ 4'i C, APPLICANT NAME: 1-'1(C4.lA kidtkIW Imo' TELEPHONE NO.: -113 . 4S17 ADDRESS TO BE INSPECT LD: P-IU. R- 8D "314E424-1.60 6144-10 IW RETURN ADDRESS: QUF.I.6(200Prl P 12$04 Applicant must show exact location and width of driveway(s) to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: S I LP 1: ( ) Preliminary Approval NEED: ( ) Slight swale ( ) Level with the road ( ) Deep swale Size pipe to be used (if necessary) ( )12” ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by DATE Approval by Highway Supt. Deputy Supt Upon completion, please resubmit this approved permit for a final approval. S I tip 2: ( ) Final Approval ( ) Rejected DATE: Richard A. Missita, Highway Superintendent E-mail:highway@queensbury.net Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury, NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel &vented gas appliances • jj() Date20 %'/ driPermit No. Application is hereby made to the Building& Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required inspections. NOTE to applicant: Rough-in and Final inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: t'Ili.i-IStove: wood coal pellet gas Fireplace insert Address: <,I��Zt- l��t�� 1,7(...,64_10 !'Q Fireplace, factory-built: wood ` gas c.►?Uir4.4-1',12)012.-1" 1-2i/944 Fireplace, masonry: wood _as fii Furnace: wood oil Phone: �� .46 1, If non-masonary applicance, please provide Owner: 9\r.,.e„ Manufacturer Name: \./.a.N101' c ,�‘-, r L.A./ Address: Model Number: S-4 42 Chimney Information Phone: (circle appropriate words) Masonry block brick stone Flue tile steel size: 11- 1.0 inches Exact Address: Te-r 1-1111 easo l 15‘i,‘5," 0,0) of construction or Installation Factory-Built Manufacturer name: i-441C.4-,j i(E• Model Number: j 1 Cr- 1. war Note: Listed By: UL Number:_±jt.i4 i Construction /Installation must IC dap LiZ_.&-1 conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queenshury Handouts regarding required inspections. ( Double wall)/ Triple wall / Insulated / Direct venting Chimney Liner Caieuhaier'sa I.Pepazftmaaarxt—Mvxriit o.fQueeu,Mbtazz-y, ATeaiir Nrcextier Fire Marshal Code# $Collected $Ref nded Received from (refunded to)/I. r (1(..-L AQL_ .-_. �� address: _ "__-- A /73 3389 (190) Public Safety �' A 233 2655 (230)Minor Sales DATE: „• • ..• � __ ___ 1 _ _..._ �y,,,s,lv�avLG- /OWw (/WL�G'O'L [/G�7way 7�" O White(Applicant) / Green(Fire Marshal) / Yellow(Bldg. Dept.) / Pink& Goldenrod(Cashier's Dept.) q- r-R ODA- y 5- 06 Foundation Inspection Report —dei Office No. (518) 761-8256 Date Inspection request received: / Queensbury Building&Code Enforcement Arrive: am/pm Depart: ' lip am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: '//:(0 NAME: gVl(_l! PERMIT#: O 6.- 2 . LOCATION: ? ,LJ // Tot INSPECT ON: ? 5) - Q TYPE OF STRUCTURE: Comments 36 /- 22 Y IN/NIA / Footings /10 lit O o Se Y 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: 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 Foundation Inspection Report j Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart- am/pm 742 Bay Rd.,Queensbury, NY 12804 Inspector's Initials: ) NAME: PERMIT#: C -' LOCATION: INSPECT ON: TYPE OF STRUCTURE: • Comments Y I 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 t// Reinforcement in Place Foundation Dampproofing 't Foundation/Waterproofing j t Type of Dampproofmg/Waterproofing Footing Drain Daylight or SumptL Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval 1 i Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 1-3 kkdnes /a &i' Framing / Firestopping Insipection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: 1105 am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:C, • NAME: Fd2_2 f ) PERMIT#: LOCATION: 13 INSPECT ON: TYPE OF STRUCTURE: Y Iv 1‘' COMMENTS Framing Attic Access 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 'A(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses herr less on center Ice and water shield 24 'riches from wall °C('-\114/kA)1 !! Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf g de �_ W._ i 0 etilk-. Foundation Inspection Report Office No. (518)761-8256 Date Ins tion guest received: , t 91 (-},-\ (U Queensbury Building&Code Enforcement Arrive: ��-:- c m/p Dep am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: V�� NAME: p,;1 1 )L U' PERMIT#: �� — LOCATION: �f e 1-4)u R L- INSPECT ON: (,t ('Ci a.(J(}(G TYPE OF STRUCTURE: Comments Y N N/A Footings V( Piers �tM no i lab Gj' 7 Reinforcemen.in Place The contra tor is responsible for .1i providin protection from freezing C.,,e, . \p. for 48 urs following the placement \r' e concrete. Materials for this purpose on site. Foundation/Wallpour / Reinforcement in Place ,i) (pc , ' Footing Dowels or Keyway in place I ��// 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 �. 70 £NiJ�.S b ?-2--6 -- O ' Foundation Inspection Report Office No. (518)761-8256 Date Ins tion received: Queensbury Building&Code Enforcement Arrive: ?� m/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspecto s Initials: NAME: Pize_j) . �-' / PERMIT#: 2 - ay LOCATION: 7.3 if 1 d . INSPECT ON: ' ��W.; 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 Iooting Dowels or Ke wa in place oundatimpprooftn Foundatio4 rpr•: m y Footing Dram •. , iitt or Sump Doting Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Ba ckf 1 Approval -P robing Under Slab VC/Cast/Copper Foundation Insplation terio 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 173 `:). 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: PERMIT#: CJS Z7 LOCATION: PL17 INSPECT ON: •1jir; TYPE OF STRUCTURE: ? _ V 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 Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly foaTenas� 9.,eer slab ' J�n�3 Backfill Approval _�W `" ca).1-ibOtifJ 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 ('ar?uv\d3 . .ç rRITL)A*/. /61.-e -.61 I� 5S/ ie Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/p! Depart:Wam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: 4c-ze�� , PERMIT#: 0 `27? . . LOCATION: lee /l; l/ Tc/1 . 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 , Vici 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 ' i o y s •et areas under slab ackfill Approval PI Under .b 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 i( Foundation Inspection Report Office No. (518) 761-8256 Date Insp lio request received: C ( Queensbury Building&Code Enforcement Arrive: '�l�am/pm( Depart: . pm 742 Bay Rd.,Queensbury,NY 12804 Inspect 's 1Yiitials: VV_ NAME: RC2r2 � � PERMIT#: � LOCATION: f 3 t 1 ( (-l) . INSPECT ON: ity71(��, TYPE OF STRUCTURE: / Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place 4i 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 J 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 Reportdoc Last printed 12/20/2005 9:24:00 AM to -7 D r /0 -3 - 06 Foundation Inspection Report Office No. (518)761-8256 Date Ins.gtio -.uest received: Queensbury Building&Code Enforcement Arrive: , ' , part: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspecto A Initials: NAME: R D 'Z il . PERMIT#: I ` LOCATION: --reP tt t-/f RI INSPECT ON: lir i �i70C.c TYPE OF STRUCTURE: Comments Y N N/A Footings C---- 7" Piers � ono ithi . • •einforcement in Place g. „-,... ) - ::• !„ _ . - .'risible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour 1.(// 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 bi9-‘1 /0//4oP/o Foundation Inspection Report Office No. (518)761-8256 Date Ins.ec 'A I equest received: Queensbury Building&Code Enforcement Arriv-: am/p i pi,/ Depart: am/pm742 Bay Rd.,Queensbury,NY 12804 Inspe • s itiais:c ) NAME: �Z ( , PERMIT#: :( � ! LOCATION: `,3 A/ / kra INSPECT ON: -1741 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 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 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pDepart: //\lc-am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: v" LOCATION: INSPECT ON: f U -- I C— TYPE OF STRUCTURE: Comments Y N/A i 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: 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 - __ / ,JL4 y �// Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/ epart:�J\1 t am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: f.I i NAME: a J� PERMIT#: '�— LOCATION: liz J f INSPECT ON: i _ TYPE OF STRUCTURE: Y N NIA COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts I 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 Anr less on center "� cIcecluer- S^and water shield 2 inches from wall yi C,tir(),,,t,___ T-----,15C-<__ CZk---(\kiN l)`-:1 Fire separation 1,2', 3 Sour Fire wall 2, 3,4 hour ' Firestopping • i Penetration sealed ' 16 inch insulation in cavity min. Garage Fire Separation House side Y2 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:Z am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: ,, w� NAME: ' � PERMIT #: G k LOCATION: 1?- ! INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 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 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses / Anc s Bohts t5rl Ice and water shield 24 inches from w. v' :. , , our Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 212-CD Framing / Firestopping Inspection Report Office No. (518)761-8256 Date tris tion equest received: Queensbury Building&Code Enforcement Arrive: n/p 3epart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector' Initials: c� NAME: d / _ . PERMIT#: LOCATION: ` 3 <'/� - #./( d - INSPECT ON: TYPE OF STRUCTURE: N 'N/A COMMENTS Framing ) ,/ ARess 22"x 30"minimum P k-70(.1( Jack Studs/Headers ( ) i %�R u C 6 k - C611•2&) Bracing/Bridging ✓ C %C— J igR l 15&/0)& COA-ce- -TO --(44‘-c._ Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more t/(2& C�� AIPPRes'R-L- dvCl Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls jj.rc) 4 4100(4)Cl R Metal Strapping for Notches Top Plate 1 %2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses IA) ([4-1.4- b.,l 3-i piJmrz '57't-'i>S .47 Anchor Bolts 6 ft. or less on center r f _ f'L 12 0N+yL 674.2, RIO6,e" Ice and water shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour i /117/4-11-- b L ocl u C'' <c Firestopping 7r, 1-_ '41,5 i-✓ / F-z-i2 i Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X s /� P& f 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 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspectio equest received: !tee jefl 7 Queensbury Building&Code Enforcement Arrive: .m/pm De art: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: "c% NAME: R ERYoz e PERMIT#: -a 99 LOCATION: ¢- � 0 INSPECT ON: `Jl( 1)/ f)7 TYPE OF STRUCTURE: C � Y y N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers racingan isth /Bridginerr g 1 / C I� �(� JJoQ, )t ,Jack Posts/Main Beams( 1.tb yq f 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 water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour 7 Firestopping /�/ vt r /&1110 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 (/ 1f if2635,40---,7 _z/ /fl/ Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm Depart: TA) am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 71 NAME: RO-7J/ PERMIT #: /< " LOCATION: ,//,.// Rd . INSPECT ON: 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,/ Head P?:I,for 15 minutes Insulation/ Residential Check / Commercial Check \Proper_Vent, Attic Vent !/ Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: t • , ---'�, - L:\Pam Whiting\Building&Codes\Inspection Forms',Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 '-3 . Septic Inspection Report C (o S eAT 0 Office No. (518) 761-8256 Date Inspection request received: -2 1 ) \ p fkA" Queensbury Building &Code Enforcement Arrive: am/pm rt: _ ' 'U -m/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: Rule I t 06 '�•• `' NAME: q PERMIT NO.: LOCATION: -! 3 TPS -I i I ( it-I) INSPECT ON: Mar i RECHECK: Comments and/or diagram Soil Type:CSan 7I(a / Cla Type of Water: Municipal ell Wa Waterline separation distance i �ft. Well separation distance -1" -.--- /moi ft• Other wells: L \ _ ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches H 4- ft. Size of Stone Seepage Pits: Number Size: ) --( x Stone Size: be2 Piping Size Type Building to tank � I-)FD Tank to Distribution Box Distribution Box • -d/ Pit 4`. Opening Seal-• _ / Partial End Cap Inlet/Outlet Pipes &Baffles N Location/ Separations _Foundation to tank '�4V'Pt• Foundation to absorption - ( ' ft. Separation of Pits I Pla�� 1)— Y ft.N Conforms as per Plot Engineer Report and As-Built _N Location...0Am on Property: Fron ear Left Side Right Side Middle Front Mid ear Sst-m U - 1•.- • Approv-. •: :. Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Last revised 021006 Last revised 1/6/05 / 7 Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart'? \'/4) am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:�^! �,ikli) J -�'`' NAME: ! ( PERMIT#: 16-_ A LOCATION: c13 /leej-/,',// 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 Eoundari ing Footing Drain Daylight or S p Footing Drain Stone: 12 inch width 6 inches above footing 6 milpoly 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\Foundat on Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 2_ _Li ?-;616iti / /'a/0-Framing/ Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm D art: ) am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: RO2e1 PERMIT#: I LOCATION: 9 3 "T /4//// ,r INSPECT ON: R� TYPE OF STRUCTURE: Y N N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly / \ j 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 '/s(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 hour CFirestopping Thnetr'ation seated` --� . ñ(oJ / //27/0.7 Rough Plumbing / Insulation inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: i(J -Z`) am/ m Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: ,t PERMIT #: 734s-77 LOCATION: ?3 7 /i' Apr INSPECT ON: 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 • -.` •it-eve 00 feet/ change of direction Pressure test : .'rr ent Air / Head .I. or 11 ' move highest connection for 15 minutes P - sure Test m. ,,ter Sup.' • ng / Head 0 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: L:\Pam Whiting\Building&Codes\inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 0,/ Z.._ i v5 a''' /ea/ Town of Queensbury Fire Marshal 414111ftki ' Fliiit.eM 742 Bay Road Queensbury,NY 12804 i 761-8205/761-8206_ { fax 745-4437 Factor Built Gas Fireplace/Stove Inspection Report Notice: New York State requires that ail 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 �1 instructions or specifications is allowed. Permit# ®6 -a-41 Schedule Inspection //ii-4$ 7 Time //tic- 0 pm anytime Inspectorwa/6•KS Name _...._...__._.__..,_ __.Address _ %LL Rough In Final_ Appliance Manufacturer4 /2/Y) _Model# Scfr�!1 •t _ ____��153 es Dl/ ri Direct Vent___ Factory Built Chimney.-- Flue Size 0 Double Wall Triple Walt Insulated _._. —.__.__..._.-.-.___-. _______._._ Yes No N/A Comments Floor Protection � Clearances to Combustibles (all sides) Firestop(s) Vertical Chase .�_ / Wall Penetration t/ Vent Clearances to Combustibles 1/- Vent/Chimney Termination '5i'' vi k Chimney height must be 3 feet above roof /7 penetration;2 feet above any combustible / g_1-17/1 •Z 1l -kr, IA'i construction within 10 feet Gas Shut-Off Valve ✓ Combustion Air V Hearth Extension (if any) XC �r 5v'G %MKr11)4iL 'Pr4e1G `j' Mantel /� � , y Height above ftp opening 1Z/i1-1 v Witness OperationOe-Rett./ 7- cAie4 ' Y Tank Placement(if LP) 7\-.....--- ^—� White—Building Dept. Yellow-Cbste ner Pink—Fire Marshal Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/p Depart: Dam/pm Date Inspection request received: Inspector's Initials: NAME: ROSe--I1, / 'M!I II P� PERMIT#; Ob "cq �/6 Jr - LOCATION: ql, /ef )/ ii IZci_ DATE: _0 TYPE OF STRUCTURE: ,j P 1b Comments _ Yes o NIA // ^ Building Number/Address visible from road C� Chimney Height/"B"Vent/Direct Vent Location Fresh APlumbing Inmt ine � ! N 4 l� 3 inch Plumbing Vent through roof minimum 6 inches /� Roof Complete/Exterior Finish Complete / ✓ Platform at all exterior doors �/� �i „ / ° A-M- Guards at stairs, decks,patios more than 30 inches above grade lb/ �J 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 V Interior Handrails @ stairs 2 or more risers 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 inchest.C5 - Bathroom/Kitchen watertight -5 Y Safety glazing/Window in stairwells safety azing Interior Smoke D ectors: l./.1 0\--)0-Ki Every level: )7rBdm: /Outside every bedrooa: �/Inter Connected: Batterybackup: 1�� UY �' 10" — Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area V1� �, SiZf, ' ' Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft. vents ,� Bathroom Fans,if no window Plumbing fixtures - / Foundation insulation V Floor truss,draft stopping finished basement 1,000 sq. ft. Emergency egress below grade4,/ / / Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fuinace/Hot Water Heater operating V Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum Y2"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure ` Final Electrical `61 Final Survey Plot Plan 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[Temporary/Permanent] L 0 'ki# :/ L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc o(s) tlwcfUl2. 1 t 6 LJ t2oz�LZ. RESl1 C.ei 1 , rZO LO2 = 1200F •iiZDCf( tz-e = � F — i°T Ick ;o 0(0-meq - 1JceAP.41 I.s RErc 0 IZpF j 3.0 IL . 1 (x'60) ,6 -13 r,u06 v GLA GEM1-G* 2, 45 1 TOWN Ur l.1vc�N•p�JRY I1.-K 1,5i -12.00 BUILDING AND CODE , 8��7 �� Vi/ c,1�, [+4La J — °I. r• mum I-- w u I,1)1.CV, ''_bJCA,L ' Www 01 Gly}q .1or�31 - _ 1. moo --- ,ti r N' • G\Jjj/ GEA LAG -2 .7 r r N N N 4.4 Ule :0441-91 N N N Q FLO:13= V/600 ort C1S1VT — 3.'1. Q iri -4 cµ& 114t -- X1.45 �J\ 2 Jol47 --- 3,0 a LVE Lo/SO : sUov.I : 7o 1nr' G1zouUQ c4A/E2 (FIG. I Gob,2) [ct 3I Fta1 -t of 13v(u u..z = IE ( . I.t Awe 7)] q - O. Ccci Zr = (o-IXI-s)(I-o)(I.o)6lo) - 58,81�F M,dr) Lox) rzFa-l0lcolA2- To l0/2 Plt = 4 .17 (23 ( °. 12- 10 /12 - go.-7: 119P ( LaPEo Laab 1�-1 �..1 p cvL.b7 (�� Fo12 sr✓ of cx.coLAT►ol.. ... tC�ot ��(-r-t;�ji,d-6 `O ` IF-1 Lz»l5 . ALL F{zvf2S - L►\k, LaND - 40'95F G t2a7F5 ... 1gD1' .d S ... 42, t.,4S 4, G124-,-2s IJo'w, - C 2.# .., 2&-0 S J pJ sLo 1 P dl.) To I4.6, 4, 9-G I,c»tO _ 9,o IJ.. + 51 u. = (po I'sF x 1.33 = 71.8 ... u9' 8o r -F• H - LuShie, = (8o)(i ,o 9/8 - 1/2o S (22;O)(Z)l`zpo -0,l S'2x� - 31.604" 5 28.('17"3 0j . I : 178"� J 4al1 o - (i5)(12)/ 3'o = 0.5" Ate- = (;)(-06X1.;4)(1198384)(1.500)675) = o.34-" < o,5 -okra( e.. tzar e. . . Sr,Ixl - (23.G' Lo/NO . 7o r'I-F H - wQZla = (57o)(23.52)/8 - 51 34811 $ - (31'348)62)/.2 - I78 '15 (34,0g tv kiao - 6111/4 - (1.706& )fr, - 74.67 K 3 _ 1241'3 r: h11542, 1 557 5, SI54„g14,EI44,2o :- 57.2x3 T. 171"3 178 y 17524 A a(loo = (?3,0(12)/36o : Q.781 • 120Z (7-2 ziarj - (s)(.570)(23,74)(23)/(7)(10(1792) = I.'2 frz-r: -is" S 14.5 x 3 - �S� „3 Z : SSo.S x3 - /552„1 And= (4)(,57o)(23,74)(12"5)/(0(1 )(255L) - 0..6C"V4, am VeZ...::•..•. w4S azo-L361, /jAC-1L• 0 i ()JOU- (22+O6E F'' -t •• 1.0)0 = Coolie Le. ,rN = 12:O T GxG 0 ( .., X/0( - 144,75..5” Z.2 O ckwzf to,axe in I IoW . 61"1 Int WWW .5 g G,� = &17 18,(PC04� u ,2S KWe ___ )CDV) 00 r N� r d V GA'UE of9r7XzT SI2AJ = ' LaNO = 465 ite M - (v.QZ/ - (4e.AC) I9.sL /21102 11 V ( 2.102)621/` co 100. . 113 aTlzr: 3 13 4„xI ”Miazo• 1.4"S '3 111 '13 100"5 O, L = ma,"44(� (o _ (11,4; (my 36,0 = 045 14,4 466ack = 66)(. s5)(1 -54)(123)/-(354)(18COXV ) = 0.7011x. O►G, V3611'1;141% fCr-O'471;44.444. - G Vr-�I auto G21.51•6 spALI@ 3( - i rc ( , LAO= imp M : w.Q Z/8 = (72)(14. 7 z)/8 = 1931 /# c = (1437)(+2) 560 z 04.21 S 2%12 31-&4 92100 ' 21.31 "3 fr oV20° PLT 4 \Jfir rhe: , • SPAS @ 5lvpe. r. 1/2i.0 Lc»o _ . -I- 45 - 54 p9P x 1.33 - 72 F e 0-92-/b .* (72)(122)/ 8 n# 5= (i�9G)(IZ)/560 s )(012"3 2x10 = (21.39"3 ) 16,2"3 Z : ' "'4 goo (12)(12)/%0 = 0•4" A (6)(.072)020 623 (384)(1S00) (95) = 0.23„ <O.4" i' `'.�x3ic! 1 re * tett.. \Y Lev-r &46 V - 136ot2O 4 GL& ..10(3j9... TALI = Lol>0 : 5.0 rat= x 1.33 = 7-0 MIG 1�1 = w-Cx-/8 = (7 X17.cO/8 = 2G5 �� S = (?GS (I Z)/1&o = 3.35"3 2� 3 = .GG"3 3.35"'3 I- ?0-8 A 17.5 tt /3Go T2Y C0 � � �!low- ( X ) 4 act (C)C 007)616' 625)/($84Xi )(2o, S) = o.48" ( o.66" r ea i-r r>Lcvx1-r 0100a12.-. ,kJ • 11 4toAo s 648 +-44 . 6q2 ruz H . ci_S? Z/8 - (Y12)(11.350/8 Il,olo4 1# 5= (II io4)(2)/ 60.0'3 5134„X 12"H020 = 412 x 2 • 84 > ,283 I20zgU-1 1� A2,lIvw = (11-3z )(12) /3Go = 0.35" ac ' = (` )(• ( i2)(II.334) 123)/(38.)(1 )(504) = a2611 <o.e" • .,.�_ -,= = + O 2 - 3120 Volo, - 1 r0(Z IZt ac - rZeig2.. roacP •., IzeO F (z a&- it de = Sl°Ix15/>i--IE. 03 2u° FL P)E-Otzoort 3 5D1-16 qt / r • cow 016C, Gt2e- 1. R4--1 ALIO • ILI 1. 1, S t� - I I S L'0/ 1° 5I = 63 l'3F x 1.33 - 84 I'L co GaJ.X Z/�j~= ($�)(II•G /8 = I�•361 # 5' = �f43D)(12)/�'(,0 = 17.88 0.5 2, (0SOFFtC et_i f T 02/3C-C r ; 7 2x(2 '5 Re4'O Fol ILJ OL-. T T Aa1loc. I I.4 )(I 2)/3Go - 0.311, c']N N L - ( )(-064)6.674)(12 3)/ (3a 4)(I C00)(174S) 0, 13' <0.31 1 11 p i,!,ocJ _ f2-106 (1210 l-0/S0 s 541 P - (641 )((ss12/8 _ 321131 I S = (32-730(I v)/2., = '(tom: t 3i4 . IG'` = 74.0 x 3 - 224" 14-8.2-"'5 Z - 697 X 3 : 17 5 ��104, = (1z)6v)/36Ao = O.73" = (6)6;41)((124)(2")/($8.4)0$00)(171/.4-) =O.81"I-1,G. 3.134"$, G" Aaci (ti)(.641)(224)((-41( )(loo,)(zi2.) = 0.64." < 0.73"olc, -=' 314'¢' #8Y 1=r =( R-iia. 51 - t2e0 ti Pjl,LL,atJ-( Coef P2,LJ 7 1,'.11 Forz+�1 f-toF-t = I I, 104 l* (P ✓icvS cistcoLitogi �._'•33! 6151 4., � 7.31(-16591) - II-' (2.1 - 43.C/21 / 11.33 = 3850ct t-ffz.i, " 4(6,5,-) -II ,33I2t, = 11.3 IZ�=2101� 38So°:qv_ �c, �3,SD�- / 3 = 2101 (41-105-)P. MoMUJ I.- 7.33' (2141) = 15,400 1 +- ti(104 1G,"o414 r-, ( GSo4 (12)/ 'x o = 110.0 "5 S I541•IX ,.L = 4(2- x 3 : 1260.'3 > 1/0.0 '3 o,K, 3iE 44\/' 1...0060 GIP 2 .., kokecJr 4; is Ofzkiceo•!: r tzaze,t. P 4 - Gwsr rizfri vii oo i - ,-, LA's , 4 t PLP H u).-3(218 - (4i. ) (12.52 8 850 1 (05,01)67471&;0 = 37.(0"3 $-134")412„ s 12&.(7"3 = 2i2 3 = 7510"`I' 01(04) - 11.5)(12)/ 7'10 = 0.21 dam¢ _ (6)(-425)(12.54)(23)/( )(1800)(7;.1.P) - 0,17" < 0.24 J6► 3_�._13/4",X:.:12 :=-6-%010 ... g am,,. ' ; 2,G tit,#' - Grzcs/m. 17+4 k,.4)- Ivor spALJ 22'.0 Lam = 567pip � W M = w-9z/S Sc)7)(2s.° = 34; 30 ' S = (34,3o+XIz)1��o : 15S ''3 11z ( 3- 13/4 x 18' Ft IC(ZO-(Af+S S = ?$4'`3 ) 1;5" 3 S - 1462,0`I L Q .7t' 0 0 r � am I (7)(.5 7)(1,24) (123 /(.4)(1800x2552) = O.(0 " < 0.73" N N ///C/�/� �f `I�/`y l/C Q��T: Y3Y:' YI' �( iKy!/�f jjj Y. [YZ2 rS -6ReiST izt'( 1 EUp 1126/N-(1 „. - 12t- (ate _ &4o P(.F VQ. N( = Cv.Qz/gj ' (640)(127>is = (1,520 ` Sr. (11520)(1Z)//GSo = 6z-17 "3 6134"14 IZ" = 42 x 2 :- 84"31 2-17".5 S , 2G2 x 2. 504"4 Allow= (i2)62-)/ 3(pO = o. ¢„ Azc.' : (5)(.6,40)02'9623)1(3s4)C1 )( ) = 0.33" < a 4o fib:_:= :;cel3/4u5t-T12`L 4` L wcrai.!S = 38404# - t-fissietz. worz.en4, IJ0t?? ( tz'F.., '3p,sLJ '°'o Loo q -1- 45 It r F x 1.33 : 72I'e 44-9 2/.5 = (7 2)(209/8 z 3(aoo l° S' • (3(vao)(12)/q&o = 40' _ .-$< n1hG04..l4t, supPo -e- 10ALJ.._ �� 11-2-2"� H z 44,,Qz/8 = 62X 10-)/8 = t0 ` S = (q00)6v)/16:0)l16:0 . S zeto = 21.3q"3 II.45" 0 2u() FL F12411LJ 13`r Az &,64-4S GIRDED" Llorit0 - 1301)U5 tZei F ' J - I(0►6' Lcoo = 12 * 4o- 512- X 1,33= 6,90 H: w-RZ/S : ( &el)(Iro,,;1j/8 = 2i4.811 = (23..e,)(I2-)11 = '1• Qw.Q2 $ (62)(11 -2)! S = X110 "$ '3 L (v10)62)11690 = /26v.aa.'3 14 12- 31.4"3 > 2q.37 S= 178"�' gow = (Ili-067 ) 3(00= 0.57" ,t. 4 - (4")(,oC , 16, 4)(123)/N4)(1 )(178): 0,43"< a►�‘,. WW1' P.4 rGA►246li 612I2E2S ... 5rPore-r pL., v//NW z}, ROOF-- SPS '23,.. I Lao- 1(2 H w.92-115 = 0/1.91.)(23.•;1)/E5 = SLo,6110 ' g : (04/110)(17)/2409 : 43445 V/ I& x 3I S = 47.223 ) 4.3.5"3 "41- 211ow = (23.5)(1v) / 3[00 = O.7a" b C )(I.,1560(23.54)(Iz3)/ (384)(210(3-15) = 0, 71'1.z.o.v ` ,LLP4 .\ 16) 4 'Gr eve 12 cri is = 14171 -O 2.i 6e rxr.{.1EiNo - f�'',L 0 , r 181-6 " WSW 17'�3 ,� ( 1 7/3 u)s -11-$ 8 2 ►'° NQL,1 1,0(1.4793)1- q.?h'(G1a98)+ 17; 4793)-18.CD CY � Cs: z= 14-191,+ Glac71-2ti8878 C a 18,4' r -7 -- -- - - R1,= 18, 142 N CJN N N N (S1/42- '14,. 4'1okeur = !s £ h2 Or' 1 .0 (18142-) 4-8.2y (3349) _ N = 18142+ 27421 - 461771 S= 45771)6z3 / tv " 27.`&"5 - GI f& ,, ILIZIE,4441T11:rx*I-L-Lei -Ptar.tkvaiSsAidriaps -iTyii;112e.o.baftle:-44.-kt - - taebplaRA = r7orz u ... NAx .5P/NU = ;:g L4/Y) s 624e r H . w.S1L/8 : (&8)(5.162)/5 = Z[91b'tt `3 = (2p78)(t2,)/ 1 pO: 33.5"5 /2-,ds = 31.G' x '2 : (.93.25" 3 ) 33.5"3 3 = 178 Z= 356"4 (5:5)(t2.) /3601: 0.9.011 (6)(.(940(6-54)(I25)/ (584)(Ica3)(39) = 0.o05" (ox" - FL. (2,4L1 = I?.LI Lobo = 12 ÷40: S2 x 1.33 - M= w-91/6 (0�)(1-1•6.0 /8 2/d-1s = (2641)67-)/q610 .-- 33"3 TUt oLveo sow. lopr S = (1.5x12')/ : 340"3 ) 33,o" o� lok3A2 : (1.;)( 125) tz 21G"4 E .3100 - (17.6-)(12-)/36o = 0.58 A ,4 : (5)6 x17.sd)(t23)/ ( 84)(1 )(26) .. 0.454 ( o,;,5" r. 1 tZ02-e- ,. eG 0 i' r F(.. Fr24M r3-1' ... v1g rzx 4- cirzs ►...b.rw. , - L uxsovr t2+-1 /x24/ .. .. ov/u2 cr�wt P � --se/x_.1 z 8.S L049. 41 H = cv92/g = (66)(6.'5'16 - 70'1 ' ° 5 = (631)(12)/9(0.0 : 7.33"3 -* r tE DF M1 , .. :tom= 2x (Z _Jogs C IG"oc S •p--t:- - t3I N -/ rA121 .. s J - 17. L1,. • �i ►iFxI.33 = C75r H : w..QZ/8 : 6C)(I'7.5Z l8 2466 ' t 5 = (246s)(174/9� = 31 . 10 woo S z 31 .(o4. 6C)( ,' 31.10"3 = I7&"4- 1-1-1-- www 7&"`I' WWw '2t1ow = (17.;)(1Z)/ 3&o = O. S S ooc) L7 O O Aac . (6)C.o& XI'1,54)(23)/(384)(1500)678) = 0.414I(K° �. 1 - . Cr C.' NomC N« #W6': 2x 12 .Ja3r4t;; (6," oG -pP • c a - t7tcJtLJG 1?-4--1 I;.-X2 : SAE--IE ISS 132 a-- j , Zk 4 gr, , -Grz � / �rt'- ' FIS... /AJ . 1q.3s ' L4 Q : 62 ( ; v9 (., H : c). ¢, (609)(1(2.332)/8 : 1311 '0 '= (131t)(12_)/1' = 141.39"3 glyE2' 31 .64 L66= /2% 12 J1Ot3 C ICG''oG . ,3-10-(-, - ".105311'' v,.J0St2 (3/E�tz' /nom'J C E�j rE-I}-c 'r c .1 2... Hz w�Z/� - l � l IoL) 8 = 10,0 0 11 S : CIO,G�)(12)/`I(co = 125" .L 2 "�� 25" 3 o(G. 1 : (7p, x4 - ?12"`I' z� �2 3l � x � ICS ) I b2uoco : (l o)(i 2) / 3Go - o.3-5'' Aa = (4)(.& ')(104)(115)/(5641)(Ir,"0o)(7(2) = 0. 1/" < o.$5"04 rtj=3E;f: :4 . 2pc12�; ' `-P-F t3XtG l s -GauzeAtza/e. o k.)14Z 2M ' LLL,... S e/ J : I0'-o LW: 604 tt H : 4.J.Q/-4 = (C4.4)(109/8 _ '155o 't . S . (75 )(12)/'6,o ;y4.d."s 52,�t2` 31.64 x , 9d 42'13 ) l'4.4"3 S . 17.5y 5 : 534 /2110 00)62)/46o : 0.24"., /sof ` (5)(.6,04)604)62')/(5e4)6 500)6;34) : 6,11" < 0,26." ./. t = 3- ( e 12;5 $P'& --aUZG - A •1 ... sP' • 61..� t L : 881 i H - (--)-(22/6r• (b841)0..-;9/6 - (0,02q 'e (I002'7)(121)/9G0 - 12‘.36"3 Gaga., 3144 x4 % ('2o. ',"3 > (2‘.3L,'�3 �. : 712 zw r-• (O (9-5)(a)/ 360 - b.32" a -a (5Y.8S9)Ci'.54)(z )/ (0(!v)�7(i) : 0.1�1' < (7,5z" gozu/ h 7 - 6goe.rl A-1- `36>L•J - $'-o I,oh.0 M = (5z6)(64) / 8 - 422 L , = (4224)04)//6po : 42.6"5, - 6I07E2. A•3 , .�- SpsJ - 3.;' lohO - 72S +- 88'9 = (&J71Y M, bol-i)(3.2)/a (24-up '062)/ii6o : . 30.9 3 -GI(zr)e-e- A S . SPIE : g-o '0 ' 16,17 rif w.Q H - L/6 = ( 1647) (& ')/& = I'1,9 3&1 c3 = 62536)(12-V 1 W = I601-7'3 5 (2vra - 31.L4. '3 X - 1,58.2"3 ,„Get✓ E-LiooGµ ._ 5-P•F C i C7 C? (-317A--( .. LO' — g 1 `n (513o)(Io2) /S - 72 ' 5 .= (72.;0)62)/96,0 - NC, . � 0206% (3-2, P7 •3 P3-4 8'-o Loos 5&o PL-P �' r M t wQLl B - (680)(81)/ - 4C4o I '3 : (464o)(12)/9(m0 : 6g,o” *Q(Gs i orz 6-1 5 • 9D,G2 "3 31. 64 3 : 94.92'' 3 ) go.G213 " 3 Z - l78 x 3 - 5344 2c12" Aall„ = (10)(12) /3&o : D.33' Lac- : (G)(.58o)(I04)(123)/ (38(-1-)(i4o0)(554) = 0.I(," <O.'5''.. tom, 3-.(2 x 12 5-pt= Foe- 6-1 1142) P��9- - - P rZ1✓ 0\/612-, 1-4.6- P/s `36o.44. (1-12,)): 7:6 Lo/NO = Cp2 i w.Q /�j = (6)21 7.5L) /s = 4310L 5 s (430&)(12)/%0 = 54.& 5 31. 4i4"1) x /1 = 6,3, 26„5 > 54,0 ” We: 2- 2x 12'5 S•P.F -GIrt x H.6, f)A1-14 Cts To 17c4 up t221:- 1�I g( = ' : 810 PL- M 1-/e, - (810)(1.5 Z) /8 - •S69;" '"" S : (SG9062)/9&0 = 71. 1 5/2.,(17_ = 31.6 •4 -~ 94.52 i'3 .3,- 20e 12e, • G12o6.2., G-1 ,. Sr'AJ = 7.; ' 1.,04N0 6244 10(, Ni = w.,(4/ 8 - (f,24)(7.51-)18 - 43881'4 5= (4386)(12)/q610 : 64.8"15, —G►2(..?''.� C• 2 .. S('i - 7 I-o Lo/No = 6,2.4 wJ221S - (C92.4)(7.01-) /e, 3822 (3822)64)(1'60 d7.8"3 - G12oGrL C•3... S17Al o•62 t-810 + 'L L) = 1634 tlf- = w-Qz/i3 (1034)(5.51)/8 = 6,171 ,W 5 : (6479)(12)/%0 = 77.23''3: ' - G12r .-12 C-4 SPAJ 7.761 1.4/50 - (&34 r ki c4)xL/8 c 06,54)0.750/ = ( 1168* °, = (122LP8.)(12)/9760 = #".4.'r15. -61rXeeG• g('lx..l �,� cif; , C•3 I', eAo OBJ G•3 ,,, 5 : X7.23" '$ ¢ g2yiZ = 3I.(,z•I• x 3 %. °14.92"3 ) 77-(23 "5 Z = I78 3 4' 534' Aglow - ( .5 )(i2)/ 3400 = Aar = (4)(1.04)(;.;4)(123)/(334) (100)C534) O•o5 U4�= 3. 2+e 12'4 c-;'9 t 0„, W S, O OIJ G• 4 S = 153,4'3 ILI MI Di 52x2 - 3l•l�� 5 158.2 1 3-4 3 Z = 178 X 5- MO,I �oo i2.1(04,) = (7.%I)(a2)/3(90 = 0.2 Acr.± (0(1. (.34)(7.75¢)(125)/( g.9)4)(1 a))(6 ?O) = o. Io " < D.2o" 2r 1' `3•P-i= ' ° 11;/\3E4./etir 612°62 Cc7Lo--1 - ... U�3G 4 4 CVO 9jL PtPC-- CoL-01-41-JS . coLu t rJ vv, - -44 LoAr ■ 2 o.4 k O►J 4 -(2v12 5 Coi-IP 1 To GPS i3 = 2()5 1'31 .'. (2o,4,00 : 2[p; g 77 430.1J. : cp" U3�J=gJ�f'9oJ - LCC(, -.4 p. 501 a I5 a, cc uMrJ fir'Lt rs ,,, 3-r Loory G¢c.UFt 0. ¢K TO g : 2'•o y 2:0 ,' to" 0 ../.3 4 eb, mAr g 1 floc, :ia 8'� : 24",‘ 2V8'` x IO"to w/4 4 g weo-r6 8"rc_ o- 21K- = 3.4"x 3'--¢'x 10" O 1,1f 4tt4 1o" - - .10th %, '3g J : 1010 Lo = 010 !•� t ws2V6 - (10)6°1)/8 i 1125 '0 '=3 :- (i12 )((2)/9c0 = 14•.o 2x10 - (21-51"5 > 14.0 " , ,� - 9q 114. oaf cow = (Io)(rz.) 360 = 0,33'4 La k a (66050)(104)623)/(364X-1 )�9� = 0.44 < 045" $t RT ` 2x tD'4 H = co.QL/8 = (34o) (7,6-2-) /8 = ?37 ► '0 S' = (2391)(12)/ (ao ‘1..c1 "3 2x ro = 21,3�T J'3 x 2 = 0-78"3 29 q"3 Z - x 2 i Iib"4 Lz11ow - (7.5)L(24/564 : 4-25 ��I :($)(•34)C7•54X(I23)/(3bXrx7)(l'8,) = o.o� ( 0/24 use '- 2x has. tz0i • I?� 6I24eXa. ... 5r;/N -710 -p 1,0A J - (pbo ((peo)(7Z)/ s - `'x(05 (416, )(17,)/5&,0 - S2. 1 rl5 2w6) = 21•� x 3 _ 64. 1-1".5 > S2. I "3 Z = 019 x 3 , 2.9-71, 3 62110w : £ 7)(12 / 3Lo = 0.'117" �f = (;);, •6So)(74)623)/(384)6;oo)(297) = O.c51. < 0,( " LI4L ; rT 2)4 I o S ( -1r-P) Cri i-I-F- 1 IL!u!�! c•oo -ter c.4(v �a CV \ I