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2014-520 TOWN OF QUEENSBURY - .742 Bay Road,Queensbury,NY 12804-5904 (5.18)761-8201 . --- _ Community Development-Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140520-41378 Date.Issued: Friday, February 9; 2018 This is to certify that work requested to be done as shown by Permit Number P20140520-41378 has been completed. Tax Map Number: 315.6-2-28 Location: 25 MOCKINGBIRD IN Owner: Elvira Bolduc, Stephen Bolduc. Applicant: Stephen Bolduc This structure may be occupied as a: Garage 780 s.f. By Order of Town Board 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: P20140520 Application Number: a20140520 Tax Map No: 523400-315-006-0002-028-000-0000 Permission is hereby granted to: STEPHEN BOLDUC For property located at: 25 MOCKINGBIRD Ln 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: STEPHEN BOLDUC Garage Attached $23,000.00 ELVIRA MEDINA-BOLDUC Total Value 25 MOCKINGBIRD Ln $23,000.00 QUEENSBURY,NY 12804 Contractor.or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2014-520 Garage 780 sq. ft. $117.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, October 24,2015 (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 Town f Que bu 4F*Mer 24,2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement PRINCIPAL STRUCTURE APPLICATION Office_-Uses DATE Receil� l g Tax M TAX MAP ID Permi Permit ee �Q + -VO n- GODS ZONING �` n1 1.�� Rec Fe ,M�.i,,....., M w� Site PIa HISTORIC SITE Yes No Subdivision # SUBDIVISION NAMES v. C Lot# TOWN BD.RESOLUTION 86 2013: $850 RECREATION FEE FOR NEW DWELLING UNITS,INCLUDING SINGLE FAMILY DWELLINGS,DUPLEXES OR TWO FAMILY DWELLINGS, MULTIPLE FAMILY DWELLINGS, APARTMENTS, CONDOMINIUMS, TOWNHOUSES, AND/OR MANUFACTURED & MODULAR HOMES,BUT NOT MOBILE HOMES. THIS IS IN ADDITION TO THE PERMIT FEE. APPLICANT c!oken . L `dtf& e)d�UU� OWNER ADDRESS OCk t 4rtC 61 I` LqRQ ADDRESS �sb��� . nil ill PHONE/E-MAIL 7PHONE/E-MAIL ID© DG oZ�(Jf���i i t9illl�/-i�d1Y1 CONTRACTOR COST OF CONSTRUCTION(ESTIMATED): $ a3� 60 ADDRESS: 13 Go to >r Gln E • BUILDING ADDRESS: H O Ck t7,2l Lc►n e !o u , a`'(, PHONE/E-MAIL 1 Q/ CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: �Q p n h Ifs y I� - PHONE J!O a-�37 TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below. New Addition Alteration 1s'floor sq.ft. 2"d floor sq.ft. Total sq..fL Height Single,Family Two-Family Multi-Family (#of units ) Townhouse Business Office Retail- Mercantile Factory- Industrial Attached Garage /` (#of ) Other 1 Town of Queensbury Building&Codes Principal Structure Application July 2014 If commercial or industrial indicate name of business Proposed use of building,or addition A tQ Source of heat(circle one) Gas Oil Propane Solar Other Fireplace: complete a separate application for Fuel Burning Appliances & Chimneys Are there structures not shown on plot plan? Are there easements on the property? Q. S Site Information a. Dimensions or.acreage of lot IN q,Crg See ce)ev b. Is this a corner lot? c. Will the grade be changed as a result of construction Yes No d. Public water or Private well. J b(LC LL)r 4 f e. Sewer or Private Septic System prv)a k S e f+'C S 4S 4e S Value of all work to be performed (labor or materials) $ o?3 ° 0 DECLARATION: 1. 1 acknowledge no construction shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. 2. If work is not complete by the 1 year expiration date the permit may be renewed,subject to fees and department approval. 3. 1 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. 4. 1 acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. 1 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. r� 1�t✓� +�utQ-jJ[� u C I have read and agree to the above: PRINT NAME: ATE. SIGNATURE: Z�CN ''O� eQ- -�tl�°`"`DATE 'C)/1 FOR OFFICE.USE ONLY Operating Permit.Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit ' Special Conditions 2 Town of Queensbury Building&.Codes Principal Structure Application July 2014 1 c, �o &k o dy\n F I Er NS.�`UUZ BUILDING AND CODE ENIFORCU--ENT 742 BAY ROAD QUEENSBURY NY 12804 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road,Manheim,PA 17545 MUN tIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No../. L " �................Celt. 0 2 7 7 4 0 Cut-in Card No..................................... I ' Owner....................../^L.kt,,!s�.':dq!.........�,A L.ays..-..............-.. ............. ............. ................... . Location...............A4.....1.../.,6J.Sr/.<.I.Y4�...�L'iEt2.....lc„r 4.........-.........`��.5�rl ltsS-Gi."A Installation Consisting of....4,-AAPtf.G�..irNl.!?.1./3�i-.-,.........7,., ..f'.�,.,(� L�,...41 �.ce.l. ..... 'y.. -. ,,.......... . .. .............................................. .................... .............. ,,.......... ........ ............................... .......................................- ..............,.............................,......................,.,....................................................... ; InstalledBy,--- ,Jt.A-Y n,.0..............................................................Lie.No.............................................. The condition,following governed the issuance nl'this Certificate.and any certificate previously issued is ' cancelled:- i This certifcate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional egviprnent or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspeetiuns at any time, and if its rules are violated, the Company shall have the right to revoke this cortifcate. Dace.,,...,f.a..... ,', ../.....,,....• INSPECTOR..._1.:.R .� r ............................., Member N.11W.A,,I-A-L.f. 1 ..._.........__--- o-iswnW NON 069186L L0:E1; GIOZ/8Z/10 10 39dd dS5 L86L LZ:OL S LOZ1821LO awillalea Xa L00'd ,_r..1-; Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 1< 1151 3 c),d I Queensbury Building&Code Enforcement Arrive: am/pm Depart: a pm 742 Bay Rd., Queensbury,NY f2804 Inspector's Initials: Z l ' ` p . NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: ti l l I l�f d,CJ l of 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 poly for wet areas under slab Backfi 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 12/18/2013 2:44:00 PM I I c::—,)— P Y%--, Foundation Inspection Report e,-, °e r Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: /,' r- ,-aliz/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials- CPU��_��� NAME: ��� r PERMIT#: LOCATION: C9— O � 1 at 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 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 12/18/2013 2:44:00 PM o� r4A REAR ELEVATION Stuctural Panel LEFT ELEVATION Structural Siding S'Ta112 x 4 Wads Asphalt Shingles t("'tG ENGINEERED TRUSS FC IT co tv `' FRONT ELEVATION RIGHT ELEVATION 4 ' ��d:'—.+eWd€�.w:ac_•�; ' �� '1 a Genera!Framing: (Douglas Fit) Minimum header sizes shall be according to the following ? r:. table unless otherwise noted.Header sizes(single story construction) t';sa` ', s ? 2'0"to 4'-0"Span 2-2x4's € ', � � �''' �'`( �'(fir'�M�'��•'�. t^ ! € 0 6'-4"Sp2rt 2-2�'s .! f,�"v>�'r�` M -s�to 8''-0"Span 2-2Y,$'s LLI i 8'+to 10'=0"Span 2-2x10's t T+to 1 V-0"Span 2-2x12's or as noted on plan — M t r 2. Brace all exterior walls and cross stud partitions at each end of it building and at least eve 25'of length by one of the following. a, Simpson W S 126 wad bracing with 3-16d nails at each i �}� 31 ��,•1, - ,/'� end and 1-8d nails at each stud. it b. Plywood sheathing of a minimum thickness of 7116 inch. 3. Fire stopping: a. F€rebkspk stud spaces over 10'in height,furred spaces, soffits,drop ceilings,cove ceilings,stair stringers at top and GARAGE ROOF PRE-ENGINEERED bottom of run,bearing walls and ceiling joist tines,etc. TRUSSES AS SUPPLIED BY TRUSS Firestoppdng shall consist of.2"nominal lumber. MANUFACTURER.24"{3.C. b. Ffrestop openings around vents,pipes,dints,chimneys. and fireplaces at ceiling and floor levels with,approved f noncombustible materials. 4. plywood is not approved where exposed to weather,i.e., roof overhangs, 5. Exterior wall framing to be 2"x4"studs at 1B"o.c. Interior wall, ! framing watts non-bearing st ds ats16"o.c with double t24' o ceand at 1 e at to be 2"XW'studs at� if F-4 I li is op P ' — T h WCLA specs and bear Shear wall to be 7!t Sheathing,sea deta�, A styes grade lumber shad comply w e s in n lace, appro tamp o fl pie p t s g i� vats n a ce pp i (` i i is 1? S. Framing lumber shall be Douglas Fir construction grade Fb 1450 or better unless otherwise noted. . 9. Nailing to be per current t1:B.C.unless otherwise noted. q g 1" Y j 10• All bin partitions shall have double to plates, PP e� iii � �' ear l; {; it. Structural glued laminated timbers to be stamped by an approved agency. at all exterior waits, 12. Use redwood or pressure treated sole plates ,at Roof Framing: 1. Faso to be 2"x Douglas Fir. -;:i �,'~ l._•.. 2. For soffit size see details, ri '" ,.w 3 For spans and dimensions refer to floor plans, 4. Trusses are to be an approvod truss design from the truss manufacture's engineer, 3 112 x 11 718 y, Use Simpson H-# hurricane anchors at each truss or rafterto wet!connection. LVL Header 8: Solid blocking required between joists,rafters,and trusses over all bearing walls. for 30i15 load = "such blocking shall be i f�' minimum thickness and#ull depth of joists;rafters,or trusses. isU ii T. Minimum header sixes shalt be according to the header size table unless otherwise noted. l 8: Basis of design roof five/snow load of 37 psf,and roof dead bad of 15 psf. Plywood roof decking to be Min W thick 24t0,CDX or 518wafer. Cross Section Front Wall - BWP p '., OF aw P TOWN OF QUEENSBURY BUILDING DEPARTMENT I Based on our limited examination,compliance I with our comments shall not be construed as I L�' indicating the plans anti speciFcatians are in full compliance with the Building Codes of I New Yorlc State. I n I - - I KJ -- KRkFT PAPER INSULATI I - r - N071 ICE MUST BE COVERED I � I ®AIVI INS4- A' N DUST BE NON.C®NISUSTIBLE A �I I I COVERS-D By A 1 MINUTE I TI EI II AL BARRIER 1 WP I I I Bw P Y' I `� d y. i I 1 i 3 1 I I I I 1 I SO �-- - - - - - - -- - - - - - - - ' [ FOUNDATION PLAN A- rIGTORIALS C �