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97-668 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: 97668 Date Issued: Friday, January 14, 2005 This is to certify that work requested to be-done as shown-by Permit Number 97668 has been completed. - Tax Map Number: 523400-239-012-0002-085-000-0000 Location: 69 BRAYTON Ln Owner: AGNES ROULIER - Applicant: ROULIER, AGNES This structure may be occupied as a: By Order of Town Board Single Family Dwelling TOWN OF QUEENSBURY -41 Director of Building&Code Enforcement • BUILDING PERMIT TOWN OF QU,EENSBURY VALUE $ 148 500 9 7 6,6 TAX HAP NO.. 6. —3-27 WARREN COUNTY, NEW YOR K PERMISSION is hereby granted to NODLIEN• AGNES OWNER of property located at '301 BRAYTON LANE Street. Road or Ave. in the Town of Queensbury,To Construct or place a SINGLE. FAMILY DWELLING - at the above location in accordance to application tagether• with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. t. OWNER'S Address is BOX :-30 CLEVERDALE, mr.i,„: 1 2 8 20 2. CONTRACTOR or BUILDERS Name •ROULIER - JOE,), 3. CONTRACTOR or BUILDERS Address Bor.. CLEVERDALti 4. ARCHITECTS Name ' NEWYORK BOARD:- 5. ARCHITECT'S Address itj.i1, 1,--NEWCTORK,,,BoAki:),:br: FIRE UNDERWRITERS_ 6. TYPE of Construction—(Please indicate by X) SIWGLE PAHILY. DWELLING )Wood Frame ( )Masonry ( )Steel 7. PLANS and Specifications .32 6.61'1812 FT SINGLE,: FAMILY DWELLING AS PER TLQT. SPECIF.I.CATIONS 8. Proposed Use taNcr..ti,,rAnn,y, DWELLING $ i 3 5-6m!::-.2".15E-FMIT'FEE PAID —'THIS PERMIT EXPIRES November, 1 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.I f Dated at the Town of Queensbury this 4g*tfflittOilA' NCIVOttOr''',*44- 11:4;i4?:':.4;:j4;9"72, 2;q;,214 ,-',,,,Z-4,1-4:') : s 1 I it SIGNED BY for the Town of Queensbury uilding a ning Inspector Building Permit' Application ____-/ Town of Queensbury -Dept. of Community Development, 742 Bay Road, Queensbury, NY 1280 61- 256 (}� -O BUILDING & CODE ENFORCEMENT �, �� i NOTICERequirements prior to issuance r �i✓� G of this permit: PERMIT FILE NO. 3,s� A permit must be obtained before 'beginning construction. No inspections PERMIT FEE PAID$ �� will be made until applicant has received n Zoning Board Action v a VALID BUILDING PERMIT. All Area /Use RECREATION FEE PAID$ applicants' spaces on this application MUST be completed and the signature n Planning Board Action REVIEWED BY:• (‘' p of the applicant must appear on the SPR / Subdivision /Other Building Inspector pplication form. me.kyo. Recreation Fee Payment // J Applicant: — 06.e s. .w .e. Owner: Z l . ---* ~G. e - her ` o .. , e • Address: ,d. /3-r 3 0 i Address: ..s .o^- Ge,,.NS. .4 ere , /✓. 7. /L ?te Phon '# ..(,„S'77) GEC - 30--y' Phone # ( ) so�C--- � /� - Pr jelly Location: /J�,7i r✓ ��--, ss�,' �i Subdivision Name: , Tax Map Number _ '. /----? / -2"7 Section Block I nt NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE New Bull n : CONSTRUCTION: $ /s/� 0 oo , J residence commercial Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residence / commercial J Single Family Dwelling Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling Office Other Work (describe below) Mercantile p:Iz9r ____ Manufacturing a� Other GROSS AREA OF PROPOSED STRUCTURE* 1-"D-x i ' t 1st Floor /-t.s�G sq. ft.10)(1 If ADDITION, what will use 2nd .Floor /.2 .ZZ sq. ft. Other Floors of new addition be? : lb 788 sq. ft. (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: Jotko (0 SQ. FT. ' Attached Garage 1, 2 car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building s1eZ ' FEET X .S as f FEET Other y. Foundation Type:CGe_c._. : -i /e, 'Wei< Will any second-hand or ungraded Number of Stories : ..3- lumber be used? If so, for what? (habitable space only) it/o Height (grade to ridge) : ..1 cP feet TYPE OF HEATING SYSTEM: Number of fireplaces and/or woodstove (circle all which applies) to be installed: Electric Oi. as / Wood �� ` Forced Hot Air aseboa / Other c��l..r w.k 4S� Person responsible for up rvision work as regards to building codes is : ��e_ /� e...�e : ..,, .36/I Z��..or 'c ,✓: Name )1J Addresss Phone 4.sr=3,4'yY Builder: ,5.�.--, c Plumber: .sa...,� Mason: /4r-... ._L.., /4.::•-e'-2.11,,eri� .� / , G37 ',xi' ._I • -.,L,.. DECLARATION: Please sign below after you have carefully read the statement. To the best of my knowledge the statements contained in this 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 Code, 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, an AS BUILT PLOT PLAN by a licensed surveyor; drawn to scale, showing actual location of project on premises. Signature (owner, owner's-ag , architect, or) _/ k' S,ENERGY CODE COMPLIANCE APPLICATION NOV � 3 .,- ENERGY OF QUEENSBURY, WARREN COUNTY 06 1997 =� _ 9000 HEATING DEGREE DAYS O OF cask. BUiLDINGPJD CODE Compliance Methods : PART 5 - Acceptable Practice Method - 1&2 Family Dwellings (only) • PART 6* - Thermal Rating - Component Trade Offs 1&2 Family Dwellings; Multi-Family Dwellings (3 stories or less) PART 4* - Design by Component Performance Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APP CANT'S NAME: PROPERTY LOCATION: // n �cS Oy"•C/" 00.45e 4). �s�.J .A0+C SSci1 C C' //fi/ PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - ��% square feet 2 . Type of Heat - Electric )l Oil Gas Other 3 . Is building mechanically cooled? Yes No 4 . Percentage of area of windows and doors Over 17% Under 17% 5 . R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: / a. Roof R .3./aY b. Exterior walls R /? c . Glazed areas R 3 d. Exterior doors R e. FloorQ over unheated spaces R ,•,/471 f. Edge of slab on grade (heated building) R /) g. Basement/cellar walls (above grade) R /0 h. Basement/cellar walls (below grade) R la i. Heating/cooling-ducts-piping in unheated space R 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code )! Yes No TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED Applica is Si at re Date Phone Number _ ,,//5-7 .s cr - e�'‘ - -3 0 1/Y r Z INSPECTOR'S REMARKS: TOWN OF QUEENSBURY 742 Bay Rd., Queensbury, NY .12804 • - . APPLICATION FOR SOLID FUEL BURNING APPLIANCES'AND CHIMNEYS r 0,../e Date ,19Permit No eq/ P.2---/ ((,,,-. 24;8-/- APPLICATION IS HEREBY MADE to the Building Dept. for the issuance of a Building and Use Permit `pursuant to the New York State Fire Prevention ai 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. Please fill out additional form if more than one appliance and/or chimney. Applicant .: ./'� u e, , r APPLIANCE (check appropriate_Apropriate boxes) Address ..�'. . .._"'o I 0 STOVE: in Wood ❑ Coal .❑ Pellet ❑ Gas ' 0 FIREPLACE INSERT 4 f;� . , ,,.- , ):'' Zip ./ . g, i, +, ❑ FIREPLACE, FACTORY-BUILT ❑ Wood ❑ Gas Phone ,.'. ' ,..$4'$' V VI FIREPLACE, MASONRY: �,� - pr Wood ❑ Gas Owner �,�, c ' , ` `'r .4 R -' CI FURNACE: ❑ Wood -p Caas i"Oil r � Address .,� ; l= _Y IF NON-MASONRY APPLIANCE: ' s.... . ._-3 �: ''-'-: ---------Manufacturer,:-._:,-,_ - - - Manufac� er,: - '_ _", ..Zip . � ; Model. , .. - ,, .-_ .. __�__ _ __ _ _ _ - Phone ' , • . CHIMNEY (check appropriate boxes) • *EXACT ADDRESS of proposed construction . a'MASONRY: 0] Block 0 Brick: pr Stone /.. y, ,,, ✓ ,La ,,�, ., . 1-,ck,-., ://),// ,/ Y FLUE: Or` Tile ❑ Steel .� Size: - inches. . CONSTRUCTION / INSTALLATION MUST 0 FACTORY-BUILT:: r CONFORM TO NYS FIRE PREVENTION & Manufacturer: Model: BUILDING CODE. CONSULT AVAILABLE : . 'Listed By: . Number: TOWN OF'QUEENSBURY HANDOUTS ' 0 Double Wall 0 Triple Wall REGARDING.'REQUIRED INSPECTIONS. 0 Insulated 0 Direct Venting ' 0 Chimney Liner Cashier's Departments Town of Queensbury, New York ' Dept: Fire Marshal Amount,Collected Amount Refunded Code Number Title > A 173 3389 (190) Public Safety r- A 233 2655 (230) Minor Sales f / :' / ' .--,:C^k)-7,---t",,f) ' Fee Collected'hrom or>Refunded to: `` de- - ' N Address: \ .V_"_. i/ _ .1,r- if) , ; --c7" Town Clerk or Deputy: '--.-- 71 AJl Dated: it- f.�. Y;P White: Applicant Green: Tire Marshal Yellow:Bldg. Dept./j Pink & Goldenrod: Cashier's Dept. , , . TOWN OF QUEENSBURY 742 Bay Rd., Queensbury, NY 12804 APPLICATION FOR SOLID FUEL BURNING APPLIANCES AND CHIMNEYS , 7,, k..--) ... Date ,19 Permit No V ' 6 :72 5 APPLICATION IS HEREBY MADE to the Building Dept. for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and 9pilding Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all contations that are part of these requirements and also will allow ' all inspectors to enter premises to perform required inspections. Please fill out additional form if more than one appliance and/or chimney. Applicant ,,, c ,-'-''c -/, , .... APPLIANCE (check appropriate boxes) ' Address ,pe''.,:bz y ::?6 / El STOVE: o Wood o Coal o Pellet 13 Gas 0 FIREPLACE INSERT /z ,,(.:4,,- .„4„,. ).,/ Zip „/„,,,.: 4) , ,- o FIREPLACE, FACTORY-BUILT: El WOOd [3 Gas Phone e....":,..re: - ,„...3,z-5.",:-e, cfl. FIREPLACE, MASONRY: - --7 p'Wood 0 Gas Owner /"--711' 9.., - z /-\ ,, ., ,,,- 0 FURNACE: 0 Wood 0 Gas 0 Oil Add r IF NON-MASONRY APPLIANCE:ess t-,-,,,, v t_. Zip Model: PhoneKi CHIMNEY (check appropriate boxes)/ *EXACT ADDRESS of proposed construction / 4 ,g2/MASONRY: Block 0 Brick ,„ Stone FLUE: 13/Tile o Steel .5„,........, Size: inches CONSTRUCTION / INSTALLATION MUST 0 FACTORY-BUILT: . CONFORM TO NYS FIRE PREVENTION & Manufacturer: Model: BUILDING CODE. CONSULT AVAILABLE Listed By: Number: TOWN OF QUEENSBURY HANDOUTS 0 Double Wall o Triple Wall REGARDING REQUIRED INSPECTIONS. 0 Insulated 0 Direct Venting lo Chimney Liner Cashier's Department ' Town of Queensbury, New York • Dept: Fire Marshal V Amount Collected Amount Refunded Code Number Number Title V A 173 3389 (190) Public Safety ---) ,,,---) /.--- A 233 2655 (230) Minor Sales / 6- \ Fee Collected/From or Refunded to: Address: if --- 7 / r .\ / A if / Dated: // --(- 61 7 Town C1ert15.,,Or Deputy: 's*-7-70-1A/A,..00 XIALICtef 7 White: Applicant Green: Fire Marshal Yellow: Bldg. Depi. Pink & Goldenrod: Cashier's Dept. I , . TOWN OF QUEENS WRY 742 Bay Rd., Queensbury, NY 12804 APPLICATION FOR SOLID FUEL BURNING PLIANCES'XI 1}Y CHIMNEYS Date �` ,19 r �PeY° 'NO. J APPLICATION IS HEREBY MADE to the Build ng Dept. for the issuance of a 134,ldi`ng and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or,ownei:tagrees to comply with all applicable laws, ordinances, regulations,and all conditions that are part of these regtiirerpts and also will allow all inspectors to enter premises to perform required inspections. Please fill out additional form if more than one appliance and/or chimney ' • Applicant r..•_.�°r . , ,. G., , - - APPLIANCE (check appropriate boxes) t Address;.._;,; s,: era . / 0 STOVE: ❑Wood o Coal ❑ Pellet ❑ Gas . .❑ FIREPLACE INSERT r °� , _ ` Zip ,,�r, " .), x 0 FIREPLACE, FACTORY-BUILT: ., o Wood ❑ Gas I fr' Phone ,�•: .. ,,/—:, , z .; ,r r {d 0 FIREPLACE, MASONRY: ,' i o Wood ❑ Gas Owner ;, •,:: ¢ _, - V i 0 FURNACE: 'o Wood ❑ Gas 0 Oil Address =--•w r ,.- IF NON-MASONRY APPLIANCE: M u,#a .an cturar: Zip ' . Model: Phone • CHIMNEY (check appropriate boxes) *EXACT ADDRESS of proposed construction r ,, 0 MASONRY: 0 Block 0 Brick 0 Stone • ,0,4' ,d . ._, 4 .. ;. ,'- , .aid / . / . FLUE: 0 Tile. ❑ Steel y Size: inches CONSTRUCTION / INSTALLATION MUST 0 FACTORY-BUILT: CONFORM TO NYS FIRE PREVENTION & . Manufacturer: Model: BUILDING CODE. CONSULT AVAILABLE Listed By: Number: TOWN OF QUEENSBURY HANDOUTS 0 Double Wall 0 Triple Wall REGARDING.REQUIRED INSPECTIONS. 0 Insulated 0 Direct Venting ❑ Chimney Liner Cashier's Department Town of Queensbury, New York Dept: Fire Marshal Amount Collected Amount Refunded Code Number Title G A 173 3389 (190) Public Safety C , A 233 2655 (23Q) Minor Sales • gay``.Fee--Collected_ Rom-of-Refunded to: ( 4 1 i e,1/ /� Address: - _ r,., ,.:.1 A 1 / A i - Dated: I i i n - c I Town Clerk or Deputy: �v- 31 ,k ) ifYL A- ` d 0 I - O White: Applicant Green: Fire Marshal Yellow: Bldg. Dept/ Pink & Goldenrod: Cashier's Dept. Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: NAME: �L - �1\Q�� 1 F'_ , LOCATION: PERMIT#: ()) — L O Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of Community Development. Upon review the survey has been: Craig Br , Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc MtTO 99-Z-ZV62Z/LZ-2-9 -alvarQ v °C 59M 'ON '�JMCI s3nnos I=lOIL� T-S lud=. t ONn03 002J N081 = J81 O ONn03 3dld N081 = 3dl O :(IM9 TI oAl NOLL dIHOS30 . JX .4O N3NNO0 f U30a 4 3snmavO9 MJOa f llvmv3s JO XMO13 i, -i z M I� D r 31 VO I 'ON ,ss •os ,s-os ,b AJOA A'QN ISjuno0 uaanag ISxngsuaanb ;o uxol 2IaIZnOzI SUN-OV aoj aplem XaeinS B ;o diaN Harinou Auvw 29 auoyuvu Lao d\N SUN" 06 ZQt SMNMW TVIN3MJHiW 'JLWd= 31LI 31d aL JM W SIN ND aNY % Mcmw SI A3A m 3NL mm am NOSb3d MR OL Ave WN Tm s SNDILYDL♦I W an 'SNOA3um aNYi W"019 MM dD NOUVIOOM XVIS )RIGS AM 3NL AG Qnaw StlQ13NYLS aM, am 3OLLOYNd m 3= DN1 m 3NL lam awwauoDOY m amcmd sm A3um SRG AYNL AMMM MOMM 03LVBDN SWILYDIMMb. .MkW 3RLL OINA 39 Ol O3N30 36 TM6 IM SNOL3A" O VI 31L A1YNIDRID NY NLRL 03M MN A3AN SILL dD 'I WW NU MW SAW AIM. 71Y7 NMV-'gM 3LYIS AM AWN ML ID T NDSVJG— OS I= NNL= 40 NMV70M Y sI 'wm sam3um am amaon Y DNRM38 dm A3AWS Y 01 NDRWW 00 NMVtMIV a32RIDML 5ET05 'ON 'ot'I IIao)L Ibau 92T 3tao jL LLaH ',iUngsua9nt) S.10��11.�1"1S Sa�a�S ��l Cl-a S t,.l Q la n t4tg-Z64 (9T9, P8Oa PIIDU"H 69T S80,k3A8nS ON`dI (13SN3on move oom v Nainoo Ae Z66 L 'ZZ N380100 031VO JIdHS N�kl08VD : NVN v AV HS A Hd3S0f 30 SONVI 30 dVN • L1LJ.Nt.1Qt1dMi Q Y w q.-), &64 spit DEC 292004 KEN STEELE MASONRY 5232 PILLAR WAY TOWN OF QUEENSBURY de„,„,„,A62... FORT ANN, NEW YORK 12827 BUILDING AND CODE 518-798-0077 Rook...ct December 26, 2004 To Whom It May Concern: The fireplaces built for Joe Roulier were in accordance with national safety codes and safety clearances. The fireplaces were observed by Kip Grant, the Fire Marshall at the time. Everything I did was up to code and observed by Kip Grant. C � _ Kenneth B. Steele Queensbury Building & Code Enforcement - Resit - tial Final Inspection 4/� Office No. (518)761-8256 Arrive: m/pm / p. t: D%� Date Inspection request received: Inspector's Initials. J w NAME: S 1 — P•RMIT#: (17- `4(02> LOCATION: 1.--P\iG— DATE: 12_ — j 3 -pt TYPE OF STRUCTURE: _,:: Corn riei is Y/ N N/A Chimney Ht./"B"Vent/Direct Vent Location ✓/ F'I tw� b�� �_ Fresh Air Intake �/� 3 inch Plumb Vent through roof minimum 6"Roof Complete/Exterior Finish Complete J • Guard 30 in.or more L stairs, decks,patios het1 WO i\ P'---b r, ''a I L Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in. to 38 in. ✓/ Platform at all exterior doors V Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum '/" Gypsum / Grade away from foundation 6 in. with 10 ft. ✓/ Handrail Termination at Newell Post or Wall V/ 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. 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 ; ✓Interior privacy/trim/doors/main entrance 36 in. / Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: ./ i Every Bedroom: ,/ Outside every bedroom rea: z/ / Inter Connected: V / Battery backup: ✓ Carbon Monoxide Detector V Bathroom Fans, if no window / Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf / Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched .,. /‘,'Garage fireproofing/%hour fire door/door closer ,/ Duct work Sealed properly , Gas Logs in Sealed or Glass Enclosure / Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area " ✓ Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft.vents ✓,/,- _ Building No./Address visible from road ,/ ' Final Electrical Site Plan /Variance required Final Survey Plot Plan / / As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 illiQueensbury Building & Code Enforcement - Re ' ent}cal inal Inspection , ..)—'' Office No. 518 761-8256 Arrive: am/ .( ) p,, epart; ����'© am/ m _ �,r-I Date Inspection request received: Inspector's Initials: Jr / v NAME: __Q ?___\ P RMIT#: ' ff-LL� LOCATION: C, UV-\ DATE: _ _ '___.-T�_ Li TYPE OF STRUCTUR T� Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location / ---, Fresh Air Intake / '- 'i CALF �� v �� 3 inch Plumb Vent through roof minimum 6 ✓/ e_-‘At--,C... _ Roof Complete/Exterior Finish Complete \/ �='f \�G v/ ��6 } 1� Guard 30 in.or more L stairs,decks,patios J { _ __ _____.___ ___� 4 lr`� Guard at stairwell at 34 in. or more ✓ dt �'�v . Guard at deck,porches 36 in. or more ,f/ Exterior Finish Complete `/ ,1-� ;`-- Interior/Exterior Railings 34 in.to 38 in. Ik�'�‘ ,�— v 11,...i Platform at all exterior doors ,../ , � --1� � \ - Interior Handrails stairs 2 or more risers ,f i�ll,U�S ";, � t� Enclosed Stairs Sheetrock Underside minimum %Z" Gypsumi i C�� ' LD( _,_ Grade away from foundation 6,i^n�avrtb-1.D,ft- Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate / r - aV F� -C ' \-C' Gas Valve shut-off exposed/regulator 18"above grade / t' '� Gas Furnace shut-off within 30 ft.or within line of site I J V-V D Y— \ 4\:? \L Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating / \\� -� �� W ��� a Low water shut-off boiler / ./ 4 � Relief Valve(s)installed/Heat Trap/Water Temp 110 1 Interior privacy/trim/doors/main entrance 36 in. J % V`t ' '•ti h\V---'. Bathroom/Kitchen watertight Safety glazing/Win ow in stairwells safety glazing j Interior Smoke De ctors: % Every level: / Every Bep�room: ,/ Outside every bedroo area: • ,,/� Inter Connected: J / Battery backup: Carbon Monoxide Detector - Bathroom Fans, if no window j Plumbing fixtures , Foundation insulation .j Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches : -‘'/. Garage Floor Pitched Garage fireproofing/%hour fire door/door closer V/ l Duct work Sealed properly W, Gas Logs in Sealed or Glass Enclosure \/// Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 sq. ft.-150 sq. ft.vents , Building No./Address visible from road I Final Electrical Site Plan /Variance required / ,.// Final SuLvey.Plloot.Plan Ks Built Septic Syste4/Sewer Dept.Inspection Sticker F ood P am erhlication, if required Okay to issue C/C or C/0 [Temporary/Permanent] L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 : . ----- 1 • I : . , • ----,......w.amaRVICE,iNc. 9-2 -G(Qly 176 Doe Run Road-Manhelm,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL .. 1 . . , inly Perznit Nn,....................... ................Cert NE 798 1 9 Cut-in Card Ni.Cf O....—.....La...... . . Ow . ../.?—.........._....................................................................—...... I . ,Location.......................0.../Ittf.t.X..7.7.0.ta.....l...k3,....................................4.6.14cr..... -. ,:).a......1 . installation Colittisting of—a:IA.6..........................,ea7CS::.7.....2..X....t.w..i....,.........._ ._.TA...cr.§.,......t...i......e.&2•42_3,..._...G__4_1210.&4,..a.5„7.-_:,..._...(2........................Relec..e... ...............................,.............................._......_......_....................................................................................._..... . Installed By......„4..9.121.. ..............................................................Lie.No................................................... The conditions following governed thc issuance of this certificate,and any certificate previously issued is cancelled:- 1 This certificate only covers the electric& equipment and installation conditions as of date. Upon the I introduction Of additional equipment or alterations,application shall he promptly made forinspection. Inspectors of this Company shall have the privilege of making inspections at any lie, and if its I rules are violated,the Company shall have the right to revoke this certificate. Dale...........1Q..722.:::9.„$........ INSPECTOR,..4.102‹,ife.n.teditTrz...i...................... Member NAPA.,I.A.LI. . • 1 !!, . . i . • Foundation Inspection Report - Office No. (518) 761-8256 Date Inspection requ-: re -i -• Queensbury Building&Code Enforcement Arrive: a ''pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi. s: NAME: RN1k1,ER #: CAI — 609) LOCATION: c3R t; Oo3 LAB\F INSPECT ON: 7 -7_0—CY2) TYPE OF STRUCTURE: AIFD 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 RE C' -1\) tAD‘z_b\)e.A_- n Foundation Dampproofmg LETTER = G11,3ES bt3 Fbv FpATl© LOi�u_ Foundation/Waterproofing 4� ED C.)V `c O R-PI Type of Dampproofmg/Waterproofing FRot-A � - , Footing Drain Daylight or Sump ��-�t,1 e t 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. ��pF NEIbY 19 February 2003 „o K�irH�aAo9� o Z Mr. Joe Roulier a cc w PO Box 301 m Cleverdale, New York 12820 ( °-�" cz -6670- .�<<; Re: Certification Report on RorESs1ONP Acceptable Foundation Repairs @ 69 Brayton Lane Assembly Point Lake George, New York 12845 Dear Mr. Roulier: Regarding the above: 1) It is my understanding that the Town of Queensbury is requiring a certification report on your foundation repairs. 2) I inspected the original wall in December of 1998. Severe cracks and displacements were observed as the result of blasting the adjacent bedrock formation. I recommended that the wall be replaced. 3) The original wall has been replaced with an 8 inch poured concrete wall with vertical and horizontal rebar. The replacement wall has been inspected and is free of cracks and displacements. 4) The repaired wall is acceptable. Please feel free to contact me if you have any questions or comments. erely,/fp Edward K. La' t, PE PO Box 190, 8 Ward Lane Cleverdale, New York 12820 518-656-3059 Ript RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: .� Building&Code Enforcement Dept.of Community Development Arrive am/pm Depart p Town of Queensbury Inspector's Initia OP • : 742 Bay Road Queensbury,New York 12804 NAME.. \be_ L-i e PE' ' # y c LOCATION j o OLD,, DATE TYPE OF STRUCTURE• N/A YES NO COMMENTS Chimney Heightf"B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36?' Exterior Handrails,balconies,landing 18 in.or more Interior Handrails stairs both sides 3 or more risers \ Grade 2%away from foundation! 1 8"clearance to sill plate I 1 Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30/feet or within line ofAite Oil Furnace shut-Off at entrance to furnace area Furnace/Hot Water Heate o_perating Relief Valve(s)installed i Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. 1 Handrail exterior stairs both/sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish i Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 18 in.or more Railing across window in st irwells Smoke Detectors: `` every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation 3/a hour fire door/door closer ni1 Garage fireproofing l Garage penetrations sealed Furnace in separate room protected(in garage) vS ��\�_—ti _ } Light ventilation per room Safety glazing 18"or less from floor \ Z Final Electrical Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required . LA— C. Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif.of Occupancy). Okay to issue permanent C/O(Certif.of Occupancy) $j-761-8256 TOWN OF QUEENSBURY v BUILDING & CODE ENFORCEMENT `�, 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR DEPAR� _jj INT �+ REQUEST FO INSPEC ON-RECEIVED: C7e" 5 C1 7 NAME �CS\�. A v' LOCATION 31, J t o /\ -f Vrl- DATE - -°i u PERMITA 9 l , ( ' TYPE OF STRUCTURE: RECHECK APPROVED N/A_ YES N O ' GS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. _ MATERIALS FOR IS PUR OS ON SITE FOUNDATION/WALLPO REINFORCEMENT IN PL E FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING _ PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS - Y BRACING/BRIDGING _ JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- _ FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- GENERAL INSPECTION REPORTarik !\ Town of Queensbury g Dept. of Community Development Date inspection request received: �Ja- Buildin & Code Enforcement 742 Bay Road ' Queensbury,NY 12804 Arrived pin Depart2'7 Inspector's Initial (�, NAME: e7N6-1.)))'-e_AXPERMIT# ci — CD - i's LOCATION: -3 0 l DATE : -1-1,—4z7+- --Ck- TYPE OF STRUCTURE: �� RECHECK N/A YES NO COMMENTS Footings/Piers 1 Monolithic Pour orm Reinforcement in ace The contractor is •nsible fq r providing protection ‘om freer ing for 48 hours followin k = acement of the concrete. Materials for this pu •#se on site - Foundation/Wallpour Reinforcement in Pla•e . Fotindation/Damppr ofing - - . Backfill Approval Plumbing-Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rou Ins elation � ,, Foundation Walls Interior R- -WA- ' iLpa-N-kJ'l Foundation Walls Exterior R- Floors R • - Walls - R- Ceiling R- 'a,ext.-- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing - -Jack-Studs/Headers- ---- Bracing/Bridging Joist Hangers , • Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2,3, hour Penetration Sealed Fire Wall 2, 3, 4 hour • Firestopping GENERAL INSPECTION REPORT Town of Queensbury ‘( ,P) , Dept. of Community Development Date inspection request received: Building& Code Enforcement NO 742 Bay Road Queensbury,NY 12804 Arrive. y Depar�'� Inspector's Initi�" NAME: (�� r/ PERMIT# LOCATION: 3 0 1 „,.c' —o'✓YL_ DATE : TYPE OF STRUCTURE: S RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form • Reinforcement in Place The contractor is re ..nsi,le for providing protectio fro - freezing for 48 hours folio ., g d e placement of the concrete. Materials for this pu s se on site Foundation/Wallpour ' Reinforcement in Pia.- ' Foundation/Damppro.l ng c k i't'- C V. Backfill Approval � � Plumbing Under Slab �,C �v____ v .,"\ � -`a— Plumbing Vent/Vents in Place V) CCv{ 0 . VGV Rou h Plumbing H ting Rough-In sulation i�i.� : c,F iL` � Foundation Walls Interior R-e,c 1c - _ . `'' Foundation Walls Exterior R- C Floors R- Walls R- Ceiling R- 7O Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road h Queensbury,NY 12804 Arrive.,. : epart Inspector's Ini NAME: ,--- ,'«1,L�1 PERMIT LOCATION: :30 1 e5 RA,-, DATE : TYPE OF STRUCTURE: S RECHECK N/A YES NO COMMENTS Footings/Piers f I Monolithic Pour Fo Reinforcement in Pl e The contractor is re ns' for providing protection(fro fr zing for 48 hours followi'ig a placement of the concrete. Materials for this pu se on s',e Foundation/Wallpour Reinforcement in Place Foundation/Dampproo Backfill Approval Plumbing Under Sla Plumbing Vent/Ven s in Place Rough Plumbing H ting Rough-In 1../insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls RI - R- db nv'a A�� CE C- V-ept- Duct work or piping in unheated spaces R- Cr-4 VA C,. Proper Vent, Attic Vent Framing Jack.Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour . Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT (.\(\ I Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive Depart ` :: •► Inspector's Initials NAME:c..__?t)-e_, Yh # 14111 r�o? LOCATION: —7j 0 I YCl..4 DATE : — %-ct TYPE OF STRUCTURE: S_ RECHECK N/A YES NO COMME S Footings/Piers Monolithic Pour Form 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 Foundation/Dampproofing Backfbll Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Hea g Rough-In Q ^` Foundation Walls Interior R- c4\' A` Foundation Walls Exterior R- Floors R- Walls R- � ✓'�� Ceiling R- b . Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging ' Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour �. . Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping AdlY\ GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road C. <\ 11 r Queensbury,NY 12804 Arrive\ ., am/pm Depart ' am/pm Inspector's Initials rv� NAME: \3(�`�/ • PERMIT#2.2116_8' LOCATION: DATE : L_ �.)—Cj TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENT Footings/Piers � I Monolithic Pour Form 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 Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing__ jatinRoIn g u - t N l v �y R -I - / PG t< • ulation 0,\ /`t Foundation Walls Interior R- Foundation JeFoundation Walls Exterior R- Fl ors R- / / �VValls R- / N// Ceiling R- " ✓ - - P O Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing / Jack.Studs/Headers �r Bracing/Bridging r� Joist Hangers ,� Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping \ "" GENERAL INSPECTION REPORT Town of Queensbury4i-0 .yik 0/(311-\ Dept. of Community Development Date inspection request received. 9t Building Code Enforcement ---r-AVr 742 Bay Road Queensbury,NY 12804 Arrive 7b�a e. ggP I . i art ' a spector's Initial - NAME: 4ç4\ OLJec PERMIT# 6 r LOCATION: 'jL � 1a.o DATE : —I TYPE OF STRUCTURE: . ...---- ...-- RECHECK ,``"f N/A./YES NO COMMENTS Footings/Piers f I Monolithic Pour Form / / Reinforcement in Place I rP The contractor is responsible for ��' providing protection from freezing for 48 hours following the placement /e of the concrete. Materials for this purpose on site / Foundation!Wallpour N / Reinforcement in Place / Foundation/Dampproofing Backfill Approval ``� �,, Plumbing Under Slab �'\, / Plumbing Vent/Vents in Place - ')1, Rough Plumbing_ :r/ `\< Heating Rough-Ir t Q714sulation . lh- ' 5,Z72t 7,,,, `*, Foundatioh Walls Interior R- _" f' Foundation Walls Exterior R- C"'V� �� ' \‘. Floors R- Walls R- \q 1,,,' ,\ Ceiling R- ?jO v' Duct work or piping in /I \.• unheated spaces R- / Proper Vent, Attic Vent �' Framing ;\' Jack Studs/Headers Bracing/Bridging Joist Hangers_ Jack Posts/Main Beam \, Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping ) 1 ) ,410 GENERAL INSPECTION REPORT `i a�f l/ OI • Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive o pm Depart p Inspector's Initi NAME:�� PCAAD �,a 0 PERMIT# LOCATION: •('Z\ jam x�.� 1- .A DATE : s7 —43 TYPE OF STRUCTURE: C) RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plac. The contractor is re ••.nsible for providing protection fro freezing for 48 hours following th= •lacement of the concrete. Materials for this purpose cm si Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval: Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing / Hating Rough-In ulation 2 / Foundation Walls Interior R- / Foundation Walls Exterior R- Floors R- Walls R- 1 E1 Y i Ceiling R- _� �i \)Q 5 P% g-5 Duct work or piping in ll unheated spaces - Proper Vent, Attic Vent Framing / Jack Studs/Headers / Bracing/Bridging . / Joist Hangers hn Jack Posts/Main B Air Infiltration Barrier Fire Separation 1, 2,3, hour Penetration Sealed Fire Wall 2; 3,4.hour Firestopping rw qi TOWN OF QUEENSBURY s� y=; FIRE MARSHAL $ -; QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT . REQUEST FOR INSPECTION RECEIVEDV _____,Or____2 NAME ,/�U//P,�' LOCATION _ _ ' A Ll4' DATE PERMIT R,MIT # /dYgoe 6 Q, 92'a/ // , APPROVED N/A YES NO ii EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING II ,r FIRE EXTINGUISHERS i, /' AUTO. EXTINGUISHING SYSTEM i HOOD INSTALLATION i, AUTO. SPRINKLER SYSTEM 4 ALARM SYSTEM E 1 F: INTERIOR FINISHES STORAGE: t CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE ;, i! CHIMNEY WOODSTOVE FIREPLACE -MASONRY .''FIREPLACE- FACTOR BUILT REMARKS: � ';;❑ OK TO THIS DATE .2'- /Z1.4//) ?2d..4:X./0--r 7, ,---- " zi,„„ ,, . €5.. / AL..- I INSPSLIP.PUB 1IN=SrECTOR GENERAL INSPECTION REPORT -.. 3 Town of Queensbury r3 0 Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 1,./, am/pm Depart am/pm Inspector's Initials NAME: Rot X.\eJ(, 71,0\9,10 PERMIT# LOCATION: 3 01 &co��l n� P�/ Q DATE : -9 TYPE OF STRUCTURE: Sc-- RECHECK N/A YES NO COMMENTS, Footings/Piers I I , Monolithic Pour Form Reinforcement in Place- The contractor is re p.n '.le for providing protection fr. freez g for 48 hours followi :, the place II ent of the concrete. � • Materials for this pu •.se on site C��a p,Z. 3;� � Foundation/Wall sou Reinforcement Pl. > �Z" f'� , Foundatio r amppr.+fing TTI Backfill t.roval Plumbin_ Under Slab Plumb' g Vent/Vents in Place - h Plumbing : Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping r-� GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive Z':;►j�am/ Depart `-77-' Inspector's Initial -- NAME: J S)-e (,cam-) 61-d 7 W-/d y 9 PERMIT# LOCATION: 301 rL irh e_-� DATE : 3—/d- -9g TYPE OF STRITCTUR RECHECK -�- N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form 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/Wall?ur. Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing VenUVents in lace Rough Plumbing \Lo\AR,z T \ivy Heating Rough-In Insulation \ti, ; \ 1) T C Foundation Walls Interior R- h� 5 Foundation Walls Exterior R- Floors R- ce. Walls R- 0 , -t ‘ Ceiling R- �'-1 D� �E%� e.J1/4 JV% 6 Duct work or piping in FV-AR unheated spaces R- Proper Vent, Attic Vent Framing Jack:Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping "'' 1 GENERAL INSPECTION REPORT , r / Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 • Arrive::- m/pm DepartJ}°'n(C m2 - Inspector's Initials1Ft, NAME: !,� �1' ll � PERMIT# +/C"f`2(c, LOCATION: (7 y , i�t�;ti os>' 'MIL, DATE : 3- Lo--1.1 TYPE OF STRUCTURE: • RECHECK • N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for • • providing protection from free.'•g for 48 hours follows g the p -ce ent • of the concrete. Materials for this purpose • site Foundation/Wallpour • Reinforcement in Place • Foundation/Dainpproofi g - - ----- - - Backfill Approval • Plumbing Under Slab Plumbing Vent/Vent in Place • Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R • - Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Attic Vent ming ' Ukt Jack Studs/Headers Bracing/Bridging �° Joist Hangers_ f Ja c Posts Beam �i�7� 2. ��kk NA\ +\44 Air Infiltration Barrier Fire Separation 1, 2, 3, hour • Penetration Sealed • Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT . Town of Queensbury Dept. of Community Development Date inspection request received: '7 Building& Code.Enforcement • 742 Bay Road Queensbury,NY 12804 Arrive C) OSam/p Depart Insp or's Initials NAME: C,e� PERMIT# �b LOCATION: / �o'7 g reA ATE : —1 7-9 b TYPE OF STRUCTURE: V RECHECK N/A YES NO OMMENTS Footings/Piers I I I Monolithic Pour Form 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 Foundation/Dampproofing_ _ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing • Heating Rough-In Insulation_ Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling '- Duct work or piping i• unheated spaces R- Proper f _ gamingg Jack Studs/Headers Tc Bracing/Bridging `�} tp 1L.L._, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping ajXtlAtir 0 V (518) 761-8256 TOWN OF QUEENSBURY Y-- BUILDING & CODE ENFORCEMENT - r 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR b DEPART1A I fs- REQUEST FOR INSPECTION RECEIVED: --C�cZ NAME —___ ` r-� p , , �7 LOCATION 2U 1 �p(�),Ce1 A„,.1 ` I `, DATE ) --D___ �1 p PERMIT "7 --��1(c!c TYPE OF STRUCTURE: .`'�;1-0 RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE.6 _ MATERIALS FOR THIS PU OSE SITE FOUNDATION/WALLPOUR EINFORCEMENT IN LACE FOUNDATION/DAM PROOFING .BACKFILL APp VAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS - JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: _FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS - - - -R- — - CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- (518) 761-8256 TOWN OF QUEENSBURY • is BUILDING & CODE ENFORCEMENT fix h 742 BAY RD., QUEENSBURY NY 12804 "�"k "':"k,.' 0 L. INSPECTOR'S REPORT: ARR3' 5 DEPAR730c?E I REQUEST FOR INSPECTION RECEIVED: NAME 7)0E. iei•OU EV___ LOCATION )9, A �6 _ V DATE ` -z o-q 1li?) PERMIT § (17 (*kit TYPE OF ST UCTURE: LF D RECHECK PPROVED N 'A YES NO FOOTINGS/PI RS MONOLITHIC P'JUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE F 6 R PROVIDING PROT- TION FROM FREE;' NG FOR 48 HOURS F.. LOWING THE P •, E- MENT OF THE CON RETE. _ MATERIALS FOR TH S PURPOSE 0 ITE FOUNDATION/WALLPOIR 11) / REINFORCEMENT IN PLACE Ni FOUNDATION/DAMPPROO:ING _ BACKFILL APPROVAL PLUMBING VENT/VENTS I. PLACE ROUGH PLUMBING PLUMBING UNDER SLA: FRAMING: JACK STUrS HEADE• _ . BRACING :RIDGING JOIST H`NGERS JACK P TS/MAIN BE. AIR INFILTRAT ON BARRIER HEATING ROUG -IN INSULATION: FOUNDAT ON WALLS INTERIOR R- _ FOUNDA ION WALLS EXTERIOR R- FLOOR R WALLS R-_ CEIL G R- DUC WORK OR PIPING IN UNHEATED SPACES R- FT [-\E/K-:- Fe-R__ o - v6RtX- . r4�s 5 518) 761-825I6 TOWN OF QUEENSBURY a BUILDING & CODE ENFORCEMENT 14 742 BAY RD., QUEENSBURY NY .12804 f-', � INSPECTOR'S REPORT: ARRDEPART o`if INT I i REQUEST FOR INSPECTI RECEIVED: NAME /U L V ` 4 1 -f L 9 L.LOCATION H-. . ! (��( DATE / PERM A /'7 ( 6 TYPE OF STRUITURE: o / RECHECK APPROVe 1 N/A Yr,: 1 NO FOOTINGS/PIERS MONOLITHIC POUR 1RM REINFORCEMENT IN PACE THE CONTRACTOR IS R=SPONSIBLE FOR PROVIDING PROTE TIO'' FROM FREEZING FOR 48 HOURS FOLLONI'G THE PLACE- MENT OF THE CONCRETE.. MATERIALS FOR THIS PU' •OSE ON IT FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE . FOUNDATION/DAMPPROOFING - _ , BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLAN' ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HE DERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/ IN BEAM AIR INFILTRATION/ARRIER HEATING ROUGH-INJ INSULATION: FOUNDATIO WALLS INTERIOR R- FOUNDATIQ WALLS EXTERIOR R- \ _ FLOORS / R- \ WALLS / R- \ CEILING R- ' DUCT WORK OR PIPING IN UNHEATED SPACES R- (518)761-8256 TOWN OF QUEENSBURY BUILDING 6 CODE ENFORCEMENT T. ?.F 742 BAY RD., QUEENSBURY NY .12804 r:"I.,1,r w,. INSPECTOR'S REPORT: ARR� ', DEPAR'19 ty� I I.eirl REQUEST FOR INSPECTION RECEIVED: Air NAME flDALFP-) LOCATION PPIPI ,tot L41 C E DATE 1 " 15�9 PERMIT A :-1 0 j. / TYPE OF STRUCTURE: RECHECK PROVED N/ YES NO FOOTINGS/PIERS \ _ MONOLITHIC POUR FORA REINFORCEMENT IN PLA I THE CONTRACTOR IS RESPQNSIBLE FO PROVIDING PROTE TION FROM FREEZ ISI NO FOR 48 HOURS FOLLONINO "THE PLACE- MENT OF THE CONCRETE. -/ MATERIALS FOR THIS PURPOSE p ON!$ITE,_ _ \I FOUNDATION/WALLPOUR &l\ f' "�y REINFORCEMENT IN PLACE X f___ FOUNDATION/DAMPPROOFING d f BACKFILL APPROVAL J ; PLUMBING VENT/VENTS IN�'PLACE _ ikROUGH PLUMBING // _ PLUMBING UNDER SLAB)/ V _ FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING k JOIST HANGERS 1 JACK POSTS/MAIN BEAM k N.AIR INFILTRATIA BARRIER HEATING ROUGH1IN lk INSULATION:! FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- _ WALLS R- CEILING R- - \. DUCT WORK OR PIPING IN ` UNHEATED SPACES R- • O c i u- VCR ?E_ CEr i o0 ED PE— T=� t_Peo 1 F 1 -E-CC. N EifDK1Oor3 (518) 761-8256 TOWN OF QUEENSBURY f BUILDING 5 CODE ENFORCEMENT +, 742 BAY RD., QUEENSBURY NY .12804 t F'�•r.. INSPECTOR'S REPORT: ARRZM DEPARTa.:4) 4!,72- REQUEST FOR INSPECTION RECEIVED: NAME Root-%Ee L.,// p�_ LOCATION ��P.ta` .C:43 LiNF3E- DATE ' ^ I Li-CI,?1 PERMIT fl -1 1- TYPE OF STRUCTURE: F'D RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR S PURPOSE N SI FOUNDATION WALL - - B \i/( 1J REINFORCEMENT IN PLACE _ i _ FOUNDATION/DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM ,AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- _ FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- _ CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- 57.611E_ U3I vc C-oL) V\t { LF c5A-- ►JEED1, To t-ooV-, DR .4 I"-I-IEP eFcf H1-tEA)D RePt;1 .___ pa V t`A1b\Spi o r-- vJ >--1. 1-\E- b ttp (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT . 742 BAY RD., QUEENSBURY NY 12804 t•z,, 'r; ♦ ^ „ INSPECTOR'S REPORT: R�A - /IJDEPART�.•� IN1 {'�X� REQUEST FOR IN ECTION RECEIVED: NAME c 0 L-`&/ LOCATION ( eaprt- 'J LA) * (,/" DATE il S ibPERMIT A 1)7' `F'`E'e YPE OF STRUCTURE: /RRECHECK APPROVED N/A YES NO I�F OTINGS/PIERS k�� ONOLITHIC POUR FORM REINFORCEMENT IN PLACE ' / THE CONTRACTOR IS RESPO`SIBLE F'R PROVIDING PROTE T '•N"F'OM FREEZ'NG FOR 48 HOURS FOLLO,INe'THE PLAC - MENT OF THE CONCRE • MATERIALS FOR THIS P RPOSE 0 SITE FOUNDATION/WALLPI R REINFORCEMENT • PLACE FOUNDATION/.AMPPROOFING BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- - WALLS R- CEILING R- - DUCT WORK OR PIPING IN UNHEATED SPACES R- • L (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 128047 ; INSPECTOR'S REPORT: ARR CLEPARTA o 6IN `_ REQUEST FOR INSPECTION RECEIVED: NAME l -{ E -\ CIOI\L-��G LOCATION j9)01 V))Q1� ��I � DATE ,2„_C\^C,-1 PERMIT A CA-I C - TYPE OF STRUCTURE: RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIB FOR PROVIDING PROTE TION FRO REE ING FOR 48 HOURS FOLLOWING T E PLAIE- MENT OF THE CONCRETE. _ MATERIALS FOR-THIS PURP4S ON SITE FOUNDATION/WALLPOUR __ REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING _ BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE _ ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- - FLOORS -- R- - WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- Q V (518) 761-8256 • TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENTR74/+ 742 BAY RD., QUEENSBURY NY 12804 .r' INSPECTOR'S REPORT: ARR' )DEPART REQUEST TanINSPECTION RECEIVED: . NAME \ 1 > r =� 1 rnc\\D � rtr1� LOCATION (( Q �! ��-t%!rs ` ` , DATE C' PERMIT U TYPE OF STRUCTURE: ( c _RECHEC APPROVED N/A Y� NO . OTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE - L7`%) _ - THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOF4 G _ BACKFILL APPROVAL f PLUMBING VENT/VENTS IN PL E ROUGH PLUMBING _ PLUMBING UNDER SLAB )/( FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- - - DUCT WORK OR PIPING IN UNHEATED SPACES R- APR-07-98 TUE 13:09 TRUS JOIST MACMILLAN FAX NO, 6099859806 P. 02/03 `�'�gam" •akm 9 1/2"TJI-PRO 150 JOIST AT 24"O-C. Tl$izirp" v5.02 Serial Nora cr,B071003w MASTzlzlo E'5" =7/99 1:N:01 9.5" TJI®/Pr'o TM-150 JOIST @ 24,0" oic C do t of 1 6oild Code:03•v THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND`LOADS LISTED 0 10'9" LOADS: Product!Diagram is Conceptual. Analysis for JOIST MEMBER Supporting FLOOR-RES.Application_ Loads(psf):40 Live at 100%duration,10 Dead.0 Partition • SUPPORTS: INPUT BEARING REACTIONSObs_) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL• DETAIL OTHER 1 2x4 plate 3.5Q" 2.25" Left Face 430/107/537 Detail A3 1.25"LSL Rim 2 2x4 plate 3.50" 2.25" Right Face 430/107/537 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. • TJI HOLES: LEFT END TO DIA. HEIGHT WIDTH HOLE CENTER SPAN DESIGN ALLOW. COMMENT Circular 4.5" 1'4.75" 1 402 533 Passed DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(Ib) 517 508 1120 Passed(45%) LT.end Scan 1 under Floor loading Reaction(lb) 517. 517 995 Passed(52%) Bearing 1 under Floor loadino Moment(ft-lb) 1335 1335 2839 Passed(47%) MID Span 1 under Floor loading • Live Defl_(in) 0.121 0.258 Passed(L/999+) MID Span 1 under Floor loadino Total Defl.(in) 0.151 0.517 Passed(L/820) MID Span 1 under FlOOr loading •Allowable moment was increased for repetitive member usage. -Deflection Criteria:STANDARD(LL:L/480,TL:L/240). -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED Wood Sheathing_ -Capacity is controlled by hole 1 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist MacMillan(TJM)_ Allowable product values shown are in accordance with current TJM materials and code accepted design values. TJM Engineering has verified the analysis.The inaut loads and dimensions have been provided by others( )and must be verified and approved for the specific apolication by the design professional for the proiectt. •THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJM Distribution product listed above. -Bradno(Lu):All compression edges(top and bottom)must be braced at 3'3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION OPERATOR INFORMATION; 0- ty ROULIER JOB TRUS JOIST MACMILLAN "' TERRY O'LEARY �? Z 104A CENTRE BLVD. MARLTON.NEW JERSEY 08053 PL..? • `v 609-596.5555 \+,'�t p754'/� •Qv ta609-985.9806 � •►- ^ c�\0. w Cvriphr 5 1997 by l as Josl MacMillan.a amcea partnership,Boise,Idaho.USA. a o" and TJ-Slake"+ire Sarartr+Sa orTN6 Joist 1.,acM Can. w.rep' a re0petered trademark cf Tres Joist MacMillan. APR-07-98 TUE 13: 10 TRUS JOIST MACMILLAN • FAX NO. 6099859806 P. 03/03 9 1/2"TJI-PRO 150 JOISTS AT 24"0.C. T.iSiLno”., v5.02 Sena!Number,wioc384 M1MASTsUN E1071 C'7i?8 1;35:31 Pau 9.5"TJI®/ProTm-150 JOIST 24.0" ofc Pe0t 1 Ot 1 SuRC Core;035 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • • 8.4„ Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting FLOOR-RES.Application. Loads(psf):40 Live at 1009'o duration,10 Dead,0 Partition SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/DEAD/TOTAL DETAIL OTHER 1 2x4 plate 3.50- 2.25" Left Face 333/83/417 Detail A3 1.25"LSL Rim • 2 2x4 plate 3.50" 2.25" Right Face 333/83/417 Detail A3 1.25"LSL Rim -See TJM SPECIFIER'S/BUILDER'S GUIDES for detail(s):A3. TJI HOLES: LEFT END TO DIA_ HEIGHT WIDTH HOLE CENTER SPAN DESIGN ALLOW. COMMENT Circular 4.25" 1'4.75" 1 282 573 Passed DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 396 388 1120 Passed(35%) LT.end Scan 1 under Floor loading RCOCtior.(Ib) 396 396 995 Passed(40%) Bearing 1 under Floor loading Moment(ft•lb) 783 783 2839 Passed(28%) MID Scan 1 under Floor loading Live Defl.(in) 0.048 0.198 Passed(L/999+) MID Span 1 under Floor loading • Total Defl.(in) 0.059 0.396 Passed(L1999+) MID Span 1 under Floor loading -Allowable moment was increased for repetitive member usage. •Deflection Criteria:STANDARD(LLL/480.TL:L/240). -Deflection analysis is based on composite action with single layer of the appropriate span-rated,GLUED&NAILED wood sheathing. -Capacity is controlled by hole 1 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is cutout from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values. TJM Enpineerinc has verified the analysis_The input loads and dimensions have been provided by others( )and must be verified and approved for the specific application by the design professional for the oroiect. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJM Distribution product listed above. Bracinp(Lu):All compression edges(top and bottom)must be braced at 4'3" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 0 WY PROJECT INFORMATION OPERATOR INFORMATION: ROULIER JOB TRUS JOIST MACMILLAN Ids• JOSS-A- TERRY O'LEARY 104A CENTRE BLVD. MARLTON,NEW JERSEY 08053 '' 609-596-5555 Yi e . 609-985-9806 rzi car.rcn.a 1A7..tu byr Jwal f TruoJ n.a ;VAI nanneran�0.!Styx!.167b.USA. Pro^'anCTJSiz:gT'zr3+raeema�.cs o!7N6.asl,tifactUla-. ��r✓� T,;:0 i8 a rpa:zlvcd IrdQgmarn Of TNB JOiSt M�CMif(afL TJI' JOIST HOLE.CHARTS - ROUND, SQUARE AND RECTANGULAR I�®LES -d'f•o-C^a —.in.) 'd"from Chan-B-(min.) ` "d"from 'd'from. Cnan"A":or Chan'8'im:n ,��. / - 2 x D. D2 L. 2 x L. — L. Do not Cut A 1-1/2" hole . Minimum r -_- holes in can be cut cantilever anywhere -p,_ — in the web. . CHART A—ROUND HOLES MINIMUM DISTANCE(d)FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE !:. JOIST ' JOIST • ROUND HOLE SIZE DEPTH . SERIES 2" I 3"" 4" •--5" 6" 63/4" 7" 8" 85/a" 9" 1.0" 103/4" 12" 123/4" • TJh/15 SP 1'-0" 1 2'-6'.' 3'-6" 6'-0" ! 8'-0" 8'-6" — — I — — — — — I — _ .,:— '-i zTJP/25 SP 2'-0" !3-0"/, 4'-6" 6'-6" 8'-6" 9'-0" — ''" ' - TJh/15 SP 1'-0" 1 1::0'`./ 1'-0" 2'-0" ! 4'-0" 4'-0" 6'-6" I 8'-0" 9'-6" — — — — I — `' c: -'TJP/25 SP 1'-0" 1'-0" 2'-0" 3'-6" 5'-0" 5'-0" 7'-6" 9'-0" 10'-0" — — — — — 117/a"#' • - TJP/35 SP 1'-0" I 2'-0" 3'-6" 5'-0" I 6'-6" 7'-0" I 8'-0" 9'-6" 110'-6" — — — — — .::=-•. -' ':•';: TJh155 SP 3'-0" 4'-6" 5'-6" 7'-0" 8'-0" 8'-6" 9'-6" 10'-6" 11'-6" — — — — — ` ;TJP/25 SP - 1'-0" l 1'-0" 1'-O" 1'-0" I 1'-6" 2'-0" 3'-0" 5'-0" I 7'-0" 7'-6" 9'-6" 11'-0" I — I — '14".- `'TJh/35 SP . 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 5'-6" 7'-0" 8'-6"• 9'-0" 11'-0" 12'-0" — - - ;.. ,TJh/55 SP 1'-6" I 3'-0" 4'-6" 6'-0" 1 7'-0" 7'-6" I 8'-6" 110'-0" 10'-6" 11'-6" 12'-6" 13'-6" I — I — 16" .'':.TJI$/25 SP 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" I 1'-6" 2'-6" 3'-0" 6'-0" 7'-6" 1 10'-6" 12'-0" ; -TJh/35 SP 1'-0" j 1'-0" 1'-0" 1'-0" ! 1.-0" 1'-6" 1'-6" I 3'-6" 5'-0" 5'-6" 8'-0" 9'-6" 12'-0" 1 13'-6" -:; > `s:.-,TJ1'/55 SP 1'-0" 1'-0" 2'-6" 4'-0" 5'-6" 6'-0" 7'-0" 8'-6" 9'-6" 10'-0" 11'-6" 12'-6" 14'-6" 15'-6" CHART B—SQUARE OR RECTANGULAR HOLES ' MINIMUM DISTANCE(d)FROM INSIDE FACE OF ANY SUPPORT TO NEAREST EDGE OF HOLE •- - .. :Ti"JOIST.:: ' `, JOIST -' SQUARE OR RECTANGULAR HOLE SIZE' DEPTH ., ;:SERIES-, - 2" 3;, .= 4,,;.,'_ 5„ 6" _ 61/4" T-' 8" 8e/e„ 9 '1 Cr 103/4" 12" 123/4„ TJh/15 SP 2'-6" I 5'-0" 6'-0" 6'-6" ' — — — I — — — — — t ,9�h `. TJP/25 SP 3'-0" 5'-6" 6'-6" 7'-0" — — — — — — — — — — TJV/15 SP 1'-0" I 2'-0" 4'-0" 6'-0" I 7'-0" I 7'-0" 8'-0" 9'-0" TJP/25 SP 1'-0" 3'-6" 5'-0" '• 7'-0" 7'-6" 8'-0" 8'-6" 9'-6" — — — — — — -117/e" . '= :TJh/35 SP 2'-0" l 5'-0" 7'-0"; 8'-6" I 9'-6" 10'-0" 10'-6" 11'-6" — — — — I — — : ":TJP/55 SP 4'-6" 7'-0" 8'-6 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" - - -•TJP/25 SP 1'-0" 1 1'-0" 2'-0" 5'-0" I 7'-0" 7'-0" 8'-0" 9'-0" 9'-6" 10'-0" 11'-0" 12'-0" I — — .14": ,.;'_-. TJI"'/35 SP. 1'-0" 1 2'-0" 4'-0" 7'-0" 9'-0" 9'-6" 10'-0" 11'-0" 12'-0" 12'-6" 13'-6" 14'-0" — — TJP/55 SP 3'0" I 6'-0" 7'-6" 10'-0" ! 11'-6" 11'-6" 12'-0" 13'0" 13'-6" 13'6" 14'-6" 15'0" I — I — - • •-•-TJP/25 SP 1'-0" 1'-0" 2'-0" 4'-0" 5'-0" 5'-6" 6'-6" 7'-6"+ 8'-6" 9'-0" 10'-0" 11'-0" 12'-6" 13'-6" ..,,,.16": .^ 1-.TJh/35 SP 1'-0" I 1'-0" 2'-0" 5'-0" I 8'-0" 8'-0" 9'-0" 10'-6" 11'-0" 111'-6" 12'-6" 13'-6" 1 15'-0" 16'-0" ;*"',':':'7-:: -1 - TJh/55 SP 1'-0" 4'-0" 6'-0" 8'-6" 11'-6" 12'-0" 12'-6" 13'-6" 14'-0" 14'-0" 15'-0" 16'-0" 17'-0" 17'-6" 'NOTE:Rectangular holes based on measurement of longest side. NOTES: 1. If more than one hole is to be cut the web,the length of the uncut web between holes must be twice the length of the longest dimension of the largest adjacent hole. Holes may be located vertically anywhere within the web. 2. TJII joists are manufactured with 112" perforated "knockouts- in the web at approximately 12"on center along the length of the joist. 3. The distances in the hole charts are based on uniformly loaded joists using maximum loads shown for any of the tables listec within this guide. For other load conditions or hole configurations not included in these charts,contact your Trus Joist MacMillan Representative. DO DO NOT CUT 09 NO'G"FLANGE IM:ilfl arm �4v_A -- ��=09 � '� FULL DEPTH RECTANGULAR HOLES ARE ALSO POSSIBLE.CONTACT YOUR `i,•11$2 m..... ... ., TRUS JOIST MACMILLAN REPRESENTATIVE FOR ASSISTANCE. • Page 19 APR-07-98 TUE 13:08 TRUS JOIST MACi1ILLAN FAX NO. 6099859806 P, 01/03 - n FrameNorksegi g North Atlantic Engineering 104 A Centre Blvd. Marlton, NJ 08053 �� G / /ff ® (800)678-878753(609) 596-55554Fax(609)985-9806 To: n_`-# From: Date: 4/`7-et g Project:R.014 i...t min t µ'1 now Location: 14_'/. , �) Pages`'to;foffow: 2. Comments: L� _ -- } Engineering Calculations Transmittal The analysis following this sheet is output from software developed by Trus Joist MacMillan(TJM). Allowable product values shown are in accordance with current TJM materials and code accepted design values.The input loads and dimensions have been provided by others and must be verified and a• roved for the s•- fic a•.location b the des_it n •rofessional for the •ro eat ' ,.._ 44-"} ` '._.:4,,-,-. . a _ 3.- --_ I.Product analyzed including no.of plies and o.c.spacing. 1 =tror, ,r 11.875"TJt�ro"`-250 JO18T Q 16.0"ot • c r�< � � 2.Span conditions including simple TECS 1,-RO JCr MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APP LEGATION AND LOADS LtETEL span,continuous span and cantilevers, • as well as graphical representation of 4- input loads. 1 • _ 3.AppltcaUon load Information includes C L l , - 8. '— application type,load classification,load 16'--- i IC 16 s s a' 1 • duration factor,standard live&dead load. Product Diagram is conceptual. ,r;,,1c ru�sMMEa s�scedi gFLOOR- Uo,saysa: tr m w zoo .onsan an ?1 4.Special loads applied to member.Loads TYPE PAS LAr5 MAD =''"O$ APPL1G1TiON include uniform,concentrated triangular U� 3cicev(1.151 s50 240 fr 5' Adla to MAIN ROOF E4 U0*G WALL F1cxC1 Snow`` 25 o to 16' Rtptaxs ADOrTnOruat THE LOAD 4 :,{ or snow drift and can replace or be added t11 Y u y21) Fu-«0.1001)) to4D TOO 25to42 1CIDIV 1.�b� . usual thrown e*µ to the application loads. (T of vowed la t"oo - Omen.d the lniQrY t6C•e have NOT been dteefa34 Fa Wks 19 ' trlfexx.d" zrs�ctiosa. 5.Bearing location information including §. INPUT SWING -. total load and live load reactions,input Wa3TH LENOT11 JVSTI'-1CAT10H �AL DETAIL oTttFR 1 Far..turd a.PPM Left Feer as9o-l-0a1l22T lets t3amHl bearing type and length,and required 2 Z': 1 Cabled tsza 1-t 1t130100m DeUlSI.T eicdedng Prml bear- length,as well as specifier details s 24 p� 3.50' ss Oenteref ((F5i l 1t91 lose Dsaar ss g Pie d 2dS pats a-60" a.S Riptl fade 10t2(5 1519 r 1521 PMe i£1 .rJ Eio S nq Pnel •sus T.tu SPECREITS lBUIU ERS WOES la deTa0 el:HT.S1,13S.E1. i'l 6.Hanger information including location and r sU 'STRt7kTE.CONNECTOR.% T.F. 7F. wAAJiC: 6 {' type of hanger sized for the member with fwoa. SLOPE SKEW mope oc er FAGS roe CD minimum required nailing. cce 'rpp (TT1118 0 He WA No 0 Vila 4-1419 2-0110 .t4 711 cfti 011.75 Paralurfl,PS1 way resat kt IrAsadK cep•act-See wnOertur0 xeeemaxeRC 7.Holes considered In this analysis. TJ14{OLs,; LEFT ENO Mk HEIGHT 4y1DT %OtE CENTER SPAN DE.S5S21 ALL0w- CclR.sErrr Cs tr 25' 2 Vito 517 Posood IL=A,RUN. 8.Analysis Information Including shear, emiqti covrcots: e ` reaction,moment,live load and total load tit 10.1(0sulAt De ALLOW. OOf ROL LOCATION I ' deflection. Ft, 1 85 1s457 20 A ¢e�e�Ng 1633 RT. 2 udx Fba� ALTERNATE wen bare; ) 2212 214T Stec P le:;%d span 2 under Mc(P.MIL T"�aa1 ICI li" Maximum-Maximum moment and shear 1540 0.166 0.253 WO Sian 1 Under Sony Ned ALTERNATE from all load oases. TONPv1.@'I 0nae 0215 Kr.Waftingur4er Site Rod ALTERNATE aqm ; 1 .A o oso1 for�a man cos . peslgn-Thecriticalvalueusedfordesign. wibctfon taQnla SW.. • LiflU.TLiJ20).Addboccid sheds Tolat- 0 1., Allowable-The allowable values for the L wt`tc ,°Y�"aw u't awe'd co,pcske salon cut,c tamer nea d mod.Gwen a xaaw d and- member and selected parameters. •its rate oanmrnt in a1a WAXWAXt.eetm►va end tn.mpd A$t4 a pesinn-The c l item value used for design OVTIONAL NOTES; ' ' .e c4TAlm The ;resented 4 tee,edhYa w d. Toe Jo14 Yad YTJ1+o.Ak 1b($DrOdu --hies shoal i am,mecc«danes° damn(TJat »tedoxsa. 418183.TjTe n rgtas de,eantb leTRO 8.Deflection Criteria used for design. O'sNA faaCa end*mild.¢hwo twat pea eAol by eehr 3 aid rbkre b,w,vr.,e end a uei ' =rs r � �p� �� � , Minimum-The minimum deflection allowed -A>r Soda. ass LIPS la `�`� .t tyro TJM DlattaliDn woaua liked above. ci 0 by the specified code. "'gam �sedbo� "�Q"eitelk. "nf0S16etviodot"�""° P`°°°` �"n1 Standard-TJM minimum recommended -room arextarg may razuka bate=dval bt4 deflection criteria. pmwss� i1Er+� <se+ .,, •'.i,;,� �,; .au ,' Hiph-TJM recommended deflection criteria. o„�tales _ Specified-User input deflection criteTla. :�gtro F1 ooa Jasr t?0(AEVAPJ3 �., T°' NcwJ reeo� 10.Building Code•Used to design either °°° °°°5 •/ distributed or custom products. .yY go f nne.ls.t1 .".a tha:ACenni.oW.t6sn4Wl. Rag od t3EC1Tt'•tlo trARn7bYlan dW3 YM'WuaT.itp.'?it�owmc6 a If.�aaoi�EaP80�I S7Rp14TE .HG :i If A. LV VJ.\ c-u\.,�r� i\c-i 1 iv ,. vl\i�U11.L;L 1 I Waterfront Residential 1 A & 3A zones �-' This worksheet must accompany all Building Permit applications in WR-1A and WR-3A zones, except docks. Revised regulations for these zones were finalized October 8, 1996. Section 179-16 of the Town of Queensbury Zoning Ordinance now contains a provision which relates building size to lot size. It is called a Floor Area Ratio. More information can be found in the Zoning Ordinance. . This worksheet will help you and the Community Development staff determine whether your project complies with the Floor Area Ratio provisions. Your figures may be compared to those in the Assessment office. LOT SIZE Acres x 43 ,560 (sf/acre) = 1(00 sf lot size X . 22 . = SsC) sf allowed forbldgs. HOUSE ( � Main floor = J?SG s f -BUILD- NG SQUARE FOOTAGE, TOTAL [Added 2nd floor = ( i- - s.f. 10-7-1996 by L.L.No. 6-1996] Lower level*= 'le s.f. _ (1) The combined floor area of: Porches (a) All floors of the primary structure and covered covered, enclosed s.f. *porches, including the basement when at least (not open decks) s.f. three (3) feet in height of one (1) wall is exposed / s.f. and the space meets the requirements for living Garage = r3�`I s.f. space as described in Section 711 and 712 of the •Guest house or New York State Building Code. apartment = s.f. (b) Detached storage buildings greater than one s.f. hundred (100) square feet, and detached garages. ,Detached sheds = s.f. (2) Excluded from "building square footage" are open (One shed s.f. decks, docks and that portion of covered docks which < 100 sf s:f extend into the water and one (1) shed of one • is exempt) hundred (100) square feet or less. Any additional TOTAL Building sf 351, sheds will be included. b Allowed Square footage (FAR) 4-2 O cU (a) minus Total Building SF (b) Equals Additional Square Footage allowed (c) Proposed addition or new ��" ✓ �� structure square footage 1 (d) If (d) is greater than (c) , your plans need revision or you may seek a variance from the Zoning Board of Appeals. Office Use Only F.A.R. 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