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2011-419
TOWN OF QUEENSBURY o742BayQueensbury,NY 12804-5902 (518) 761-8201 � Road, n Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110419 Date Issued: Friday, April 05, 2013 This is to certify that work requested to be done as shown by Permit Number P20110419 has been completed. Location: 41 TRIPHAMMER Rd Tax Map Number: 523400-308-014-0001-070-000-0000 Owner: RORY& CRYSTAL JOHNSON Applicant: RORY& CRYSTAL JOHNSON This structure may be occupied as a: Deck 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 Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. 1 ��` TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 F.4,0 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20110419 Application Number: A20110419 Tax Map No: 523400-308-014-0001-070-000-0000 Permission is hereby granted to: RORY&CRYSTAL JOHNSON For property located at: 41 TRIPHAMMER 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. Type of Construction Value Owner Address: RORY&CRYSTAL JOHNSON 41 TRIPHAMMER Rd Deck $4,000.00 QUEENSBURY,NY 12804-0000 Total Value $4,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-419 475 sq ft deck $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 22, 2012 (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 Toj o eens ; _aAugust 22,2011 SIGNED BY ` )‘;lit ' for the Town of Queensbury. Director of Building&Code Enforcement 30?, //i _jFFICE :_ 70LY • TAX MAP NO. PERMIT N0. //—///7 L. 1 . , ()1 ], FEE PAID *S---0 BLDG.&CODES APPROVAL. --- ;- -� T OWI Cr : UEENSBUR4 • f3I.JU DING & CODES 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. OWNER: gb + ` )S-LI JLw' V1�S�V) INSTALLER/BUILDER: P-o ry -J Cil'l VIS fi,Y�1 ADDRESS: 1 ) l v.(DhG'�WL(YLe I/ / '1 ADDRESS: I •/ /rev- 12)261/ PHONE NOS. 1q ..j?f O PHON NOS. -G 1 i " 3 2.--1 LOCATION OF PROPERTY: Ll phali 1YVIex- LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ASUtB�DtI/VISLIOuidt' b ock. 1 HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: $ `7 000 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: E 'lf'd P c c i CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE: ST ND PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK J 75 3 SEASON,COVERED OR ENCLOSED PORCH* 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 J 11 txrs d q(,‘ of_y `JL.Ctje wat1 1/11111C2ueensbury Building & Code Enforcement - Resideritia4 aliii pection Office No. (518)761-8256 Arrive: Zwo a u*• -• : 3=ix: a fa. Date Inspection request received: Inspector's Initials: F/s NAME: �¢j‘c‘,,nSo PER �/ #: I i<— �Il 1 LOCATION: y [ 1r- t•.p t< ,nn rr.P r DAT7: 5- / '7—1 TYPE OF STRUCTURE: f est, K 2, t t�h\ �.�T‘a�� ( omments: Yes No N/A 4" Building Number Address visible from road t� Chimney Height/"B"Vent/Direct Vent Location FR�t`k 1 6 '� t)31 Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches " Roof Complete/Exterior Finish Complete ,Z PA--- F Lpp Platform at all exterior doors V o\'7T Qn Handrail 4 or more risers -1rA(`1‘t3 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 Bracing/Handicapped Ramp Compliant 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 I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors I Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)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 to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet 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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/' hour fire door/door doser \ Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% (P Final Survey Plot Plan kills Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles ,c-C, Gas Pipe Bonding 0� As Built Septic System/Sewer Dept. Inspection Sticker Plan /Variance required lood Plain Certification,if required Okay to issue C/C or C/O[Tempo /Permanent / L:1Building&Codes Forms\Building&Codesllnspection Fo ms1Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: am/pm Date Inspection request received: Inspector's Initials: � _ p NAME: 0!1 A - PERMIT#: 1/ LOCATION: . ,, .. L.. • DATE: TYPE OF STRUCTURE: • e.e Comments: Yes No N/A 4" Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location y p _d a- 1 Z Fresh Air Intake l" 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or 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 Bracing/Handicapped Ramp Compliant 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 I doors I main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)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 to floor/Sticker on Panel Duct work sealed properly/Blower Door Test Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet 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 Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Gas Logs in Sealed or Glass Enclosure Final Electrical;Energy Saving Light Bulbs 50% Final Survey Plot Plan Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/0[Temporary/Permanent] L:1Building&Codes FormslBuilding&Codes\Inspection FonnslResidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12/22/10,Revised 04/13/11 - 3 /)40j' 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:64,42 NAME: PERMIT#: LOCATION: L./ ( it e e-• jJ INSPECT ON: //y.--17 -// TYPE OF STRUCTURE: Coa,}mentt N/A Footings 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/Walipour 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:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Y E 1 ii if► TNI Pro Deck Design 3D View Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci6n contenida en esta pagina esta conforme a los tarminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2011 Edgenet, Inc. Page 2 of 16 Doc ID 6d066700-d497-4f8d-9fa6-6826283f6274 Dam. Pro Deck Dirt TM Plan View - Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaciOn final del diser o. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaciOn contenida en esta pagina esta conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2011 Edgenet, Inc. Page 3 of 16 Doc ID 6d066700-d497-418d-9fa6-6826283f6274 BILI MI Pro Deck DesignTMA :>> M 0 Dimension View nn San �-a. nn 27 ft 11 fle.H„. Ism Deck 1 27 ft nn —► 38 n Warning and Important Instructions: This is not a final design plan or estimate. EDGENET,INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimaci6n final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacion contenida en esta pagina este conforme a los terminos en la negaci6n,situada en el extremo de este documento. Copyright©1989-2011 Edgenet,Inc. Page 4 of 16 Doc ID 6d066700-d497-4f8d-9fa6-6826283f6274 BI t MI Pro Deck Design1M 40, Post View 6/110ml 6ftl76ivy bRI11mT T T 61110. I6ft10in 61110mn 1 1 7 — I I +6 iv 1 6.1 6. — ® ® I6 v Ib m Ib in TsPanl Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacion final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacion contenida en esta pagina esta conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2011 Edgenet, Inc. Page 5 of 16 Doc ID 6d066700-d497-4f8d-9fa6-6826283f6274 BIm' w3 Pro Deck Design1 M0 Joist Layout View P e, ON P a P a a 0, Cr, a 0, a PON a P P Os CO P O O O O O O O O O O O O O O O O O O O G n O O O O O O O O n n n n n n n n n n n n n n n n n n n n nn n n n n n n Notes. All foist and stringer spacing dimensions are measured in OC Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacion final del diseno. EDGENET, INC.no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informacion contenida en esta pagina esta conforme a los terminos en la negacion,situada en el extremo de este documento. Copyright©1989-2011 Edgenet, Inc. Page 6 of 16 Doc ID 6d066700-d497-4f8d-9fa6-6826283f6274 • 131 . Pry tk DesignTM Deck Information Deck 1 Construction Method - Beam Flush With Joist Footing Type - In-Ground Live Load - 60 Dead Load - 10 Decking Spacing - 1/8 in Joist Spacing - 16 in Beam Spacing - 84 in Post Spacing - 90 3/32 in Decking - L5/4x6 S/OLava Rock Grooved Trex- Decking Beams - L2x8 Treated Southern Pine No. 1 Joists - L2x6 Treated Southern Pine No. 1 Posts - L4x4 Treated Southern Pine No. 2 Deck Height - 12 in Diagonal Bracing - No Joist Overhang - 0 in Beam Overhang - 0 in Decking Deflection Factor - 360 Joist Deflection Factor - 360 Beam Deflection Factor - 360 Pref Decking Size - 5/4x6 Pref Joist Size - NONE Pref Beam Size - NONE Pref Post Size - NONE Warning and Important Instructions: This is not a final design plan or estimate. EDGENET, INC.assumes no responsibility for the correct use or output of this program. All information contained on this page is subject to the terms in the disclaimer located at the end of this document. Advertencia e instrcciones importantes: Esto no es un plan ni una estimacibn final del diseno. EDGENET, INC. no asume ninguna responsibilidad del use o de la salida correcto de este programa.Toda la informaci8n contenida en esta pagina esta conforme a los tarminos en la negacion,situada en el extremo de este documento. Copyright©1989-2011 Edgenet, Inc. Page 7 of 16 Doc ID 6d066700-d497-4f8d-9fa6-6826283f6274 • '• • 44' . ,\"..- , Community Development t ______._—_—, • ;.41.- .4-17,-,,,,--7.,,,,,,,' ':----T-oWrra , —ns-bury ., 742 Bray ltd. 1 "I have seen or observed, or believe I saw evidence of, : ' : ;N,,: Q�r� e dr.A P !OT PLAN all objects such as houses, wells, trees, fences, etc., 4 ti ..,4,11,-,A,0 s , '" ses, wP :: r,._,4,. ' shown on this of ,.: , :$i` a,st ropresant that I have l personail1y ink-3' u d.. le dist;aces set firth on t , diag .m." Plot Plan. Show all existing and pro osed structur s. Indicate the setbacks of all struc _ • bui gs from all prop= i :•. ' , 4 , S �! . -- - -113 ROPERTY LINE ; t ;T �� '' D E (.e „__ _........._ r , .. , . . k 1�...... - - t 7. w1: Z - r - _ - - . /1' ',+fi r.�' Z jfit Tx -E1 w - - 7°- ;a -o =n_.� __ ri o O`'9.0 �: ~ _ _ - a , � o2 • -. Lw m ,DTg.Ca m •Tg=& 0 a”I Si)>1<) ?C . X . im aCIO 0.5'o ZC r)se too ' _ , - _ . „ 6..:‘ ..**•-•.-7••••.-:,----4--.... ...-..-1..:r—r-.40-....re---).-f--w-e---p-w•' - - . 0 CA 0,.-,-p) ,f- e., J-e.....:_cio0,_ . . . _ „ _ w 1 11 IAP= - .r) CCCT CInc oonoco-ry I 11.1ff . . veep. (-- 4-,\\ A. /1 N t I i XS -; .s kil3 .rte .r J ...E.,j i ,5 ....:1PW j t 5 6 \ A ' G 'Dia, O* lb' 111171. \ rao_ / 2,s - 5 - 9`f ra pt a1 Page No. of Pages l tD, 5WILLIAM E. THREW Excavating- Grading 'i u__ R. D. #3 Luzerne Rd. GLEN FALLS, NY 12801 PROPOSAL SUBMITTED Prc 7k/ 4 Pfi PHONE DATE fro. ! l j fr STREET JOB NAME 7rPIf A MJr/c ft f CITY, STATE AND ZIP CODE JOB LOCATION F DFot( r) 6.1 o5� ARCHITECT DATE OF PLANS JOB PHONE We herebytsubmit specifications and estimates for: .. • y I nRAS �d'ct 5-0 f.. .. . . Ir( 2 . .. ... , , I o C. tt i . . . . . .. ON r-i 37' , �. . ... �i �f t ria AI 4 ._... Ir. - . /0 --> t4 . 2 liiig Propose hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: dollars($ ). Payment to be made as follows: All material is guaranteed to be as specified.All work to be completed in a workmanlike • manner according to standard practices.Any alteration or deviation from above specifica, Authorized - tions involving extra costs wit be executed only upon written orders,and will become an Signature extra charge over and above the estimate.All agreements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tornado and other necessary insurance. Note:This proposal may be Our workers are fully covered by Workmen's Compensation Insurance. withdrawn by us if not accepted within days. ' Atavism 1f ripuioal-The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized Signature to do the work as specified.Payment will be made as outlined above. • Date of Acceptance: N Signature 6:0 Z6Z � B .z,sino �J e v 1 ,p£'82Z k! Zl h w \ , - �y a9 8b Lbi o tj b N k ti c +st 49 m�aa hav a tl t4oti Y M q o tl h V 0,57 3< ��. al a W / IYd'ty. 4 N m�4 u 19 f Cell, 1>2t U r t N e �o j \ � y S5 2 �ht+2/41 ids. ��O© L a� ti40ti `('Vo N N yj�`'��`/ N� tau X� •F�, �- S WDQ INHSM�f w, a ro h �/�1/rc•. ih �u H P c( y R (f�'i r� 235,821,40 aaa IDuy h P a ` fboo a ti 2 Z g<• 0� a may s 1, JI u $g a , 0 �'�'�-., ,�, �?°off ti ?? ry�i •ss \� `�+i ` !hg / „I lb • h^ 'yp is a i.c5 60,