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2014-137 `� ` TOWN OF QUEENSBURY ow742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20140137 Date Issued: Wednesday, May 06, 2015 This is to certify that work requested to be done as shown by Permit Number P20140137 has been completed. Location: 192 HUDSON POINTE Blvd Tax Map Number: 523400-315-007-0002-080-000-0000 Owner: STEPHEN & AMY PRATT Applicant: STEPHEN & AMY PRATT 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 (- 49 iJ Igiat owner of the responsibility for compliance with Site Plan, Variance, or I/ �VJ other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. eaS TOWN OF QUEENSBURY ` 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20140137 Application Number: A20140137 Tax Map No: 523400-315-007-0002-080-000-0000 Permission is hereby granted to: STEPHEN &AMY PRATT For property located at: 192 HUDSON POINTE Blvd 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 & AMY PRATT Deck $5,500.00 192 HUDSON POINTE Blvd QUEENSBURY,NY 12804-0000 Total Value $5,500.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications • 2014--137 DECK 20'x 20' $50.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,April 30,2015 (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 a iration date.) Dated at the Towaof Q e sbu del T e: tai � ' ay 13,2014 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Y 4,, Town of Queensbury Building & Codes Office Use Only v ACCESSORY STRUCTURE APP I ��ATI�N El v Re`ceiIs Ir A permit must be obtained before beginning diction Tax-Mau c315,7 a-? it pp 99 P�j itN[ i �y /9-J3 7 For any structure other than residential principal structure h se to irfdu�dt, 5ut4 2�ermit Fee--/ 1TCO.(J� not limited to: garage, shed, dock deck, carport, pole rn, g�eeenhouse`ettc—Sit UKYNo.: Refer to Informational Brochure No.3 Accessory Structure-Shea/Fences BUILDING& .onFS Date y/g //y Applicant Tax Map ID iii -3/ -oo ..v v•_ w-, s,:,Address Zoning -0000 Phone Owner 5-7`.,"/Le.? �+au,2, 4 Contractor/Agent 5¢ A9n �4at Address J q /7/57%7 F i 4 7 IS/ti Address /T INuo/56W foi,vlo /✓c/ G t'een'9 oe y h/y /2007 Ototenshary, /V7 42fr01' Phone 5/ I' 796 - 6.00/ Phone /J {�- 5/1- 7/0- 7659 Contact Person for Building&Code Compliance: /J5it y24.i7i I ?ce Day Phone: 677-5•267-765? Building Street Address: , //9,2 1/6//50.77 £/,&tL /5/!/c . , dierns bug/ tv!1' , JRTOt' cktb Sue ir tame: "l""' �" ric:l - iot#: lb Historic Site: Yes zC No Estimated cost of construction: $ 500 Are there any other accessory structures on property? If yes,please list: Noose Type of Construction: Check all that apply Please indicate measurements as required below 1st Floor sq. ft. 2^s Floor sq.ft. Total sq.ft. Height Boathouse Boathouse with Sundeck Deck X g<J(X ad i Y60 i/ " Detached Garage(#of cars ) Dock Pole Barn Porch-Open "Porch-3 season, Covered, Enclosed Shed Other Accessory Structure(s) "Considered floor area&must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone. Town of Queensbury Building&Codes Accessory Structure Packet - 518-761-8256 Please include two(2)sets of the following documentation with the application fee: 1. Accessory Structure Application 2. Plot plan drawn to scale with the use of a survey map, if possible[40 scale-1 inch=40 feet] a) Indicate proposed structure,showing setback dimensions from all surveyed property lines b) Show location of all existing structures on the property c) Show location of water supply(well or water lines) d) Show location and configuration of septic disposal system or sewer line 3. Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations 4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations with construction costs over$20,000;Any commercial construction Other Notes: 1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are necessary]. 2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial application date. 3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL) Residential Building Code • New driveway requirements for structures located over 300 feet from main road; • Spray foams are allowed to be exposed in rim joist box area only,must be covered by 15 minute thermal barrier all other areas; • Protection against decay requirements; • Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps; • Vent stacks must be 18 inches minimum above roof for all structures New Electrical Requirements • Arc fault breakers required in all habitable spaces for receptacles; • GFI protection for all other receptacles in kitchens, bathrooms,garages,and unfinished basements; • All receptacles must be tamper resistant; • Carbon Monoxide detectors must be located within 15 feet of sleeping area; • All corrugated stainless steel piping must be bonded to the common ground for electrical service New Energy Code Requirements • Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant; • Programmable thermostats required; • Lighting must be 50%energy saving light bulbs; • Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit; • Res Check inspector's checklist must be available at time of insulation inspection Declaration: 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. ('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 agree to the above Print Name: CZ*? gat , ��. Signature: n 144, /i'c: G�i'�t.(/ Date: / '7'/3-P,//y Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256 Queensbury Building & Code Enforcement - Residential al Inspection • • Office No. (518) 761-8256I 1 Arrive: 1 FL m - I' -11010Date Inspection request received: 4 /170 t Inspector's Initis Lam/ NAME ) l r t' RMIT#: LOPE LOCA IOONFTRUCTURE: 19 9 w" 11, (A VI I 6L Vci • DATE Comments: Yes No NIA_ 4" Building Number Address visible from road Chimney Height!"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 18 inches Roof Complete/Exterior Finish Complete Platformandrat l rerrisor 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 ion gt Newell4inc Post 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/doors/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 Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum IN Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched r Garage fireproofing/'A hour fire door/door closer \.1)- 3 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 D 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] russ 0 St5nase pb6 air haver L:\Building&Codes Forms\Building&Codes\inspection Forms Residential Final Inspection Forn_revised_100405.doc;Revised January 7,2008;Revised 6/26/08;Revised 12!22/10,Revised 04/13/11 Town of Queensbury Building & Code Enforcement _ Office No. (518) 761-8256 CO -- Framing I Firestopping Inspection Report Inspection request received: W ! a S l�� I Name: TT Inspected on: Location: 7r_.;\ i�li Spf,,J ?o t Sit,Arrive: Thr . foi Permit No.: 13 7 Inspector's Initials. TYPE OF STRUCTURE: C12 C 6C- tl Y N NIA COMMENTS: * raming Attic Access 22"x 30"minimum Jack Studs/Headers Truss ri cation Provided / Bracingg I/Bridging y// Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 14(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 Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in.(H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off,if required Framing /Firestopping Inspection Report Foundation Inspection Report Office No.(518)761-8256 Date In-r= •on Queensbury Building&Code Enforcement Arrive: = :�: � I-part '+f., . 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initi:a NAME: roti, 1 % eRMIT#E: —13 1 j TYPE OF STRUCTURE: %� D r(Sc4) � n nl SSPECT ON: S//y ,/ 11 Comments IA N/A ootings c` Piers JisJ� y$ V'�W� ( ` Monolithic Slab N)V2-.NV-1cl 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\Buiiding&Codes\Inspection Forms\Poundation Inspection Repottdoc Last printed 12/20/2005 9:24:00 AM 6 N W cc R. �` /09 RECOPY z � _ oro i_ mI-- O [n NU °J TOWN OF QUE ,.t"' /° R•' BUILDING & GOD,:` Reviewed By: / ' 11/4_ Date: :r14_ 1 , i 1i II /, /r )a 1 l 11 --%f i I ii :, ,illi iIC j / ! _ / i a/ 1/ i \\\\\\\\ \ \\ iII Nto ' o II \\ \ TOWN QF QUEENSBURY BUILDING DEPARTMENT 0 \ Based on our limited examination,compliance w \ with our comments shall not be construed as cc N , indicating the plans and specifications are in fel( compliance with the Building Codes of Z : NeYodc State. R . - p CC N V"_ W COla co p O Cl) i— W Orn .— CC Q 0 Q 0 0 0 4 \ y\\\' ` IjIIj 1`i/ 1 1 I `� Ij� Ij1 I1` 11111 1` 7 ve t11 \ 'A � 11 t, 11 11 %ii: Ili 70 1`I� 1,1 it\��IIIIItl' \\ 1!� 1�1 j11111111 \A,`I 1, 111 \ 14 I 4� 11111111111 . , II I \ 1. 11, 1 \, •i ; _ t`h1` Its I \11 11 Ii►./— 1 r�1 `` Ss \1 111j1j11 1\I��' _ 1, I111 111 1 1 i II 111 111 Ij \ 1`I� 7I. 41 �j 111 Ii1 11 111 , 1„•1 ♦ ,II111111111111111, 1 A./ 4411 11 11 OT" \v p, 111 111 111 1,\i, •,'Ij1111I 11,1 / Ir 2°x8"x20' Pressure TreatedStairs Lumber �' Down , " - RAW — W � �1 + faillaglril 4"x4" "- -,= Pressure ` ralI Treated ii - Lumber �- ,- LI ,� - ___ • AI tii Ledger +_II + - ill-® :. Anchored =- to Garage " " 4- 1allinninni Foundation ®� ISA Stairs as !• 1 -- -_2- !W-�®i Down t i I E • ••I 20 ' 10"x4' Ledger I Construction Anchored Tube for 8' 1 I to House I j to I - 1 a =ca„E fry41 6" bolts will be staggered between joists and located �,t 2" from the top and bottom s 4 '+C3,eaw� _; of the ledger board. St 5. 111 I j I : 1 1 i ! , i € 1 20'x20'Deck 20' 19' 18' 17' 16' 15' 14' 13' 12' 11' 10' 9' 8' F f Trex Decking i -r-- -4--� - , • 1 Stairs i®®-- __. ®��i A ®® 1 Down , - - : .. - 18 1 } * t. 9'2.5" 24"to 30" From • 2'x8'x20'Pressure Treated' - _ From High Ledger f ' 4"x4"Pressure Treated � , Ledger J Board , 1 f Ground -_ i1 1 Hiii :1 i = . ( f _ - 10"x4'Concrete { , _a i -- -_ _ Pillars 1 i 1 1 L— s_ Locally Owned-fea sn,;,e / Queensbury //N urtis Lumber Co Inc CJRTIM I dJ� e 460 Big Bay Road omm��.,!•-"aeiaa mmaere m (518)792-8601 m u 12804 Fax:(518)792-8603 11111111111111111110111111111111111111111111 II IIII IIIIIIII QUOTE . 1404-143378 R1 .PAGE 1 OF 2 STI-11 b x�' '^ a xs x, x3.icatiggn ` "t+* ;"s 76AOtOttrr�.��i3,4:, =: :_; -1, Cash Sales PRATT/STEVE CASH 0 518-810-7659 `& _CREATED ON .1 - 04/07/2014 :`,'EXPIRE5'ON i,:.'L is: 04/17/2014 BRANCH 1007 CUSTOMER PO# STATION QB34 R _ - Curtis Lumber Co, Inc ` �;_ CASHIE .- .="_- .'560140 - ,, ,,_,,.,,,-� Store Hours: M-F 7am-5pm S,SALESPERSON -.- _ Sat 8am-4pm Sun Closed ORDERENTRY. i - ' 560140 MODIFIED BY ';'";`-- ,560140 iieiii=S____: ::=`?, '?_-.'' €_ Description -._ . �-- - .� . - , ;va #4uatiy, -1-vim ee- - Per :_Amount � - SOTREX TD155SGPG 7/8"X 5.5"20'PEBBLE A3'-'-EACH_' c 63.7600 EACH - - 274168 GREY GROOVED '- - -=- SOTREX TD155SSWB 7/8'X5.5"20'WOODLAND 1 4 EACH-7 63.7600`- EACH - 255.04 BROWN SOLID 2820T 2X8-20#2 TREATED ABOVE GROUND 47.''PC .. 24.3900 PC 97.56 2820T 2X8-20#2 TREATED ABOVE GROUND 14 :BC r'u t 24.3900 PC 341.46 2820T - 2X8-20#2 TREATED ABOVE GROUND4 PQ: 24.3900 PC 97.56 4410T 4X4-10#2 TREATED GROUND CONTACT- - - '.-_ _ `:\ 2= PC';''- 14.4900 PC 28.98 SYP S4S _ - _- _ 2 - 1728 Z MAX JOIST GR-2 X 8 -r - s"`.i 4 EACH 1.1900 EACH 16.66 8PDLF 8'PLASTIC DECK LEDGER " 3 �'EACI 4.2900 EACH 12.87 LL358 358 LEDGER LOK SCREW SOPACK '• -1 - EAbEF 36.9900 EACH 36.99 LPC4Z Z MAX ADJ POST CAP 4 X 4 _ 18 EACH,• 3.1900 EACH 57.42 8ECT 85x12'EASTERN CONSTRUCTION TUBE 3 EACH 13.8900 EACH 41.67 80CM SURE MIX CONC 30001b 80LB BAG _"• 20 EACH 5.1900 EACH 103.80 H1Z " -Z MAX RAFTER TIE 30 "EACH 1.0900 EACH 32.70 ABA44Z, -__ - Z MAX POST BASE 4 X 4 6 EACH 7"6900 EACH 46.14 128GAB 112 X 8"GALV ANCHOR BOLT 6 EACH 1.0900 EACH 6.54 DTT2Z '1 -Z MAX DECK TENSION TIE 4 EACH - 8.2900 EACH 33.16 NH179457 THREADED ROD 112X24 2 EACH 2.9900 EACH 5.98 12N 1/2-13 ZINC HEX NUT NC 4 EACH 0.2600 EACH 1.04 12W 1/2 USS ZINC FLAT WASHER 4 EACH 0.2500 EACH 1.00 Subtotal Quote prices are subject to change without notice based on market conditions.Curtis Sales Tax Lumber cannot guarantee quantities listed are adequate for the customers project.Please review your quote carefully to confirm ample materials for completion of project. - Total • • Signature • Queensbury dtalitatillaszat Curtis Lumber Co Inc 0�� u}�� o ER 460 Big Bay Road � Www-euni:wmberr oma Ueensbury,NY(518)92-86012504 1111 IIII IIIIIilllllll lliillllllll lllll V 1111111111111111 Fax:(518)792-8603 QUOTE 1404-143378 R1 PAGE 2 OF 2 aaa°l:; OLDsOx gai BDIN S ' te'e - Cash Sales PRATT/STEVE CASH 0 CREATED ON 04/07/2014 518-810-7659 EXPIRES ON 04/17/2014 BRANCH 1007 CUSTOMER PO# STATION QB34 Curtis Lumber Co, Inc CASHIER - 560140 Store Hours: M-F 7am-5pm ;SALESPERSON Sat 8am-4pm Sun Closed ORDER ENTRY 560140 I . MODIFIED BY 560140 Description tpuantily JOE, :<=:Pr`lee Ael::- Amoimf • STARTSTOPCLIP START CLIP 400sf 36 pcs I EACH __.,39.0000;' ='EACH = 39.00 90UNIVCLIP UNIV CLIP FOR TREX TRANS 50SF ,1-(=.6' EACH :f 37:3900 EACH 224 34 510GB 5L6 10D GALV BOX NAILS -' 1 EACH- 13.4900 EACH = 13.49 18GB 1LB 8D GALV BOX NAILS 2 EACH - 3.9900 EACH 7.98 4� Ut"- x- if-.0 _ _ _ - - =fin Subtotal 4,243.06 Quote prices are subject to change without notice based on market conditions.Curtis WAR 7,00% Sales Tax 297.01 Lumber cannot guarantee quantities listed are adequate for the customer's project.Please review your quote carefully to confirm ample materials for completion of project. Total 4,540.07 Signature STRESS ANALYSIS CUSTOMER: DATE: 04/12/14 DESIGN: DECK14095 REF: 14095125. ZP1 SALESMAN # LEONARD MEMBER STRESS FACTOR COMPOSITE TYPE SIZE FACTOR LOAD LOAD JOISTS 2X8 DEFLECTION 141 PSF 16" BENDING 146 PSF SHEAR 129 PSF COMPRESSION 216 PSF 129 PSF ..,,,f,,.- % BEAMS 2-2X8 DEFLECTION 180 PSF BENDING 109 PSF SHEAR 73 PSF �; k'. ? := • COMPRESSION 213 PSF F b..,7t�;, PSF c11t '1/2BOLTS 1/2" SHEAR 1768 PSF \7� 68\`PSF POSTS 4X4 STABILITY 508 PSF 508 PSF , `'' TOTAL LOAD . 73 . PSF DEAD LOAD 10 PSF LIVE LOAD 63 PSF JUN-2B-2013 • OB:54 ' FROM T-072 P-001/001 F-053 - H.O.A. GREEN SPACE .....-- be '`'- " 3 7 x486O A�� 17 79 „el-1b t. J a Q p 2 J'VA°tS aw OF4 � _ LOT 80 G o" . r. 1cen oN �O6v`\. _. 21.721 sq. ft. PP W \ VY. - ' . * d ,•`r' LOT 81 sr 0 ,` s lir- r •SIT Ft rr ri A!,1,QT 79 °oma `°� F _ \ IHAVE PERSON, 'LYMEASURED THEDIS1 ''N IOD In FROM THE P•�OPERTY LINES TO He PR••OSE• •T' UCTURE(S)0• SIG 'Sri Atoll i i if. D� 7 in N• T11E PERMIT PLO T PLAT 1g 17 �a� I HAVE PERSONALLY MEASURED THE II'STANCE 4 FROM THEPROPERTY LINES • THE St6-‘43 t(�� 'I P/j��` POSED ST'UC UR •(S)ORS e(OPRQ v 4 SIG N AT U CA - t.8)S0� 007 CONSTRUCTION C ' L A Div. of o Albrecht Management Carp. ri 3- 31 k 1 'I (518) 798-0338 I 30' 5 4-"t +?Y a+F