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2002-464 ,t TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NI'12804-5902 (518)761-8201 Community Development-Building&Codes (518)761.8256 CE RT IFICATE OF OCCUPANCY Permit Number: P20020464 Date Issued: Monday,January 06,2003 This is to certify that work requested-to be done as shown-by Permit Number P20020464 has been completed. Tax Map Number: 523400-303-008-0001.013-003-0000 Location: 214 Queensbury Ave Owner: CRAIG BROWN Applicant: CRAIG BROWN This structure may be occupied as a: By Otder of Town Board Garage-2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Mector of Building&Cade E cement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020464 Application Number: A20020464 Tax Map No: 523400-303-008-0001-013-000-0000 . Permission is hereby granted to: CRAIG BROWN For property located at: COUNTY LINE 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. T Value Type of Construction Owner Address: JOSEPH ROULIER Garage-2 Cars Attached PO BOX 301 Single Family Dwelling 100,000.00 CLEVERDALE,NY 12820 Total Value 100,000.00 Contractor or Buildei's Name/Address Electrical Inspection Agency CRAIG BROWN COMMONWEALTH ELECTRICAL A 214 OIJFFNSBIJRY Ave OTTFFNSBIJRY-NY 12804-0000 PO BOX 706 I4AGIJF-NY Plans&Specifications 2002-464 CRAIG BROWN TAX ID#303.8-1-13.3 2128 SQ FT SINGLE FAMILY DWELLING WITH 2-CAR ATTACHED GARAGE AS PER PLOT PLAN SPECIFICATIONS $312.96 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,June 10,2003 (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 own . yjue June 10,2002 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement Building Permit Application Town of Queensbury--Dept of Community Development,742 Bay Road,Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No.<�0pc� No inspection'will be made until applicant has received a Fee Paid $ valid building permit. All applicants' spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: - application form. Applicant: C Miq BfVcd 1-1 Owner: Address: 621 q( a u ecvtsd AV_C Address: Phone# Phone# - Email Address: Email Address: Property Location: Lot Number: 1 House Number l Subdivision Name: izeoliee , Jo-t Tax Map Number: -w3,6 -/ 13-3 &''New Building: g i enc commercial Estimated Market Value of Construction: $ 100�ruo ❑ Addition: residence/ commercial If an Addition,what will use of new addition be? ❑ Alteration: residence/ commercial ❑ No change to exterior size: residence J com'l ❑ Other work(describe } Check Occupancylnformation 1"door 2"d Floor Other floor Total Below sq.ft. sq.ft. sq.ft: Square Feet w-"Single family dwelling )Q (0 ❑ Two family dwelling ❑ Townhouse ❑ Multifamily dwelling #of units ❑ Office ❑ Mercantile ❑ Manufacturing ❑ 1 car detached garage ❑ 2 car detached garage ❑ 3 car detached garage ❑ 1 car attached garage W' 2 car attached garage ?� ❑ 3 car attached garage ❑ Storage building- commercial ❑ Storage building- residential ❑ Other What is the proposed height of the structure °l.J feet '' inches Will any second-hand or ungraded lumber be used? If so,for what? tjotie Type of Heating System: electric/ oil 1 gas 1 wood 1 orced hot zr l baseboard/othet: Number of Fireplaces to be installed Number of Woodstoves to be installed C� List below the persons)responsible for supervision of work as regards to building codes: Naive Address Phone Number Builder wit nn"m ?,ft( d2,cm Av'L 7(,1-8Z,0 Plumber Mason / Application for Permit—Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: �-Itlt�nr /C, Tax Map No. 393,13 1-3•3 : File Permit No. Owner's Name: C C6L l nou1 ✓1 Fee Paid Address: 2l Lt. Qvamsbur Av-t- 2. INSTALLER'S NAME : ak PHONE NO. 7 7 3. RESIDENCE INFORMATION: (circa year of dwelling,indicate 9 bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No. of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present x 110 gallbdrm = © . Garbage Grinder Installed yes` I no �✓ Spa or Whirlpool Installed yes / 'no _yam 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) To o ra h Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Su 1 'n.. eat what depth at what depthRolling feet feet well Steep slope clay fAwfol G if well;water supply �. %slope other r t, from any septic-system depth: �, -F absorption is ft. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: *3'-30 minute per inch 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. Septic Tank: ���JD gallon (min. size 1,000 gal.) Tile Field: each trench ft. Total System Length: Seepage Pit(s): number of size of each: ft. by ft. Size of Stone to be used: # 2, t depth or thickness 2, r+ feet Bed'System Size: x Alternative System: length andlor size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Nate: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) � S T'RI:AM 1-7 � r Wr I r _• Y/ ISousF G t1E , 1j3�,' lip>VStr G E (t •� Sc tiIV- t Ic. � ISM P��it=b 7, SIGNATURE &INFOR.MATION FOR Rbst,0NNitax,rr,"% L i k kcal.r..+ "I. r i I BLDG.,PERMIT NO' 1004 7 . APPLICATION FOR. A TEMPORARY,CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF-OCCUPANCY is hereby requested for the property located at; . I S. for the following uses`- ` DATE S,IGNATLT E OF APPLICANT k TEMP< ARY CERTIFICATE OF OCCUPANCY' The=TEMPORARY CE TIFIC TE.OF OCCUPANCY is hereby = (YAPPROVED - ()DISAPPROVED with the following ' onditions: 1-0r sl d, j TEMPORARY CERTIFICATE OF OCCUPANCY F E: 0$10. 0 DEPOSIT: ( }$100.00 received on /b 3a O2- Date�uance Diree or of.Bld . &. e E r g cement THIS TEMPORARY CERTIFICATE OF 'OCCUPANCY EXPIRES DAYS ' FROM T iE DATE OF,ISSUANCE. -� NOTE: This Certificate is NOT "VALID unless-signed by'the .Director of Bldg- ,& Code Enforcement or his designee MW_ ENERGY CODE COMPLIANCE APPLICATION Cx:Sr��` TOWN OF QUEENSBURY, WARREN COUNTY 9600 BEATING DEGREE DAYS *14W Compliance Methods:Part 5 - Acceptable Practice Method- 1&2 Family Dwellings (only) Part 6*- Thermal Rating-Component trade Offs 1&2 Family Dwelling; Multi-Family Dwellings (3 Stories or less) Part 4*- Design by Component Performance, Commercial Buildings-Hi Rise Residential *Requires submission of worksheets f:APP CANT'S NAME: PROPERTY LOCATION: Sjq 0u,uvj5bvr_j Av-c V PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: Gross Floor Area - square feet 2. Type of heat-—Electric—Oil t,-�Gas—other 3. Is building mechanically cooled? _yes vNo 4. Percentage of area of windows and doors—Over 17% &-'—Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R­VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof b. Exterior walls R C. Glazed areas R 1.6 d. Exterior doors R 12-5- e. Floors over unheated spaces R k f. Edge of slab on grade (heated building) R i 9- 'Basement/cellar walls (above grade) R, _lq h. Basement/cellar walls (below grade) R_AL_ i. I Heating/cooling-ducts-piping in unheated space R q4 6. Service (domestic) hot water heating device Conforms to minimum efficiency per code L,_`Y� es No TEMPERATURE CONTROL MAXIMUM SETTING 140-WILL NOT BE EXEEDED INSIEpli ant's Signature Date Phone Number CTOI CTOR'S REMARKS: RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&,Code Enforcement Dept.of Community Development Arrive am/pm Depart j f in/pm Town of Queensbury Inspector's Initials r) 742 Bay Road Queensbury,New York 12804 NAME ,Y 1 PERMIT �!4 LOCATION DATE — TYPE OF STRUCTURE N/A YES NO CONQvIENTS Chimney Height/'W"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof oof Complete xterior 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 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above 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 Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish BathroomMitchen watertight Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells Smoke Detectors: every level every bedroom? outside every bedroom• inter connected athroom fans lambing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor f� Final Electrical / �U l0 t} Site Plan/Variance required Final Survey Plot Plan As Built Septic System layout required Okay to issue C/C(Certif.of Compliance) Okay to issue temp,C/O(Cestif:of Occupancy).____ Okay to issue permanent C/O(Certif.of Occupancy) Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: T/Z6 )2— Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury AT 12804 ARRIVE S am/ z ART ,10a p Notes: (518) 761-8256 Inspector's Initia r NAME: � 't PERMIT# LOCATION: f(tp��t 4ix, INSPECT ON(date): 77 d TYPE OF STRUCTURE: S RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form u y��� Reinforcement in Place The contractor is responsible for {\o©� �� y r providing protection from freezing l� RL for 48 hours following the placement of the concrete. Materials for this purpose on site � � Foundation/Wallpour A io Reinforcement in Place C Foundation/D ampproofing Backfril Approval Plumbing Under Slab .��jL��� � -��� � � nh Plumbing Vent/Vents in Place Rough Plumbing Hearing 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- L1 N Proper Vent Attic Vent Framing Jack Studs/Headers BracingBridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Buiiding.Codes.Inspection.FORMS\GF,NFRAL INSPECTION REPORT.doe 0 ro m ro x x x ro C1 �1 n ro ;� rn w '� m x m ro n w m H d r z G x H H H z 0 r , m t� x 0 r x z 0 ►c 0 > z g z z z > H H H 0 g C 0 r 0 C H O ro g n q �3 m > a U d g q q m r m m n M z 0 H H m z Cq m m m m H 0 r r H H H N H m p 0 M H H W rH , ro n n n 0 0 G t7 z 0 H > m z H z H z 0 H H �1 � H N r m q 0 0' 0 m 0 0 q 0 0 0 z � ►� 0 0 z , 0 C r ro ro ro 0 0 z 0 P H H(A z cn cn z m ro ro ro H 1 ro w 0 x 0 M w H m rn z r 0 1 z m > n m 0 z H m z z C � C n p H C P r n H z U1 ' H q " C n H ro H n > n 0 0 m > © p G rh \ q 0 0 r q3 r q x n C z t� 0 r x m 0 r > m 0 r N r m H q x m 0 q n H N N ro N C > X ro ti ro C M z q x H Its H H- U 10 H ro G1 H ro M H H C t7 r z t C r n r r 0 H > z H z n HN n z m z x z z 0 H "7 I M c0 G 421 H n^1 0 0 H I r 0 m z H HG:H Z roC�C 0 ' ►� � 0 � 11 ' MAP REFERENCES: MAP OF A SURVEY MADE FOR JOSEPH R. ROULIER Z DATED NOVEMBER 23, 1987 CL 0 BY VAN DUSEN & STEVES or LAND SURVEYORS 0 MAP OF A SUBDIVISION MADE FOR JOSEPH R. ROULIER DATED JANUARY 23, 2002 BY VAN DUSEN & STEVES LAND SURVEYORS ti Q c� Z ---_ Sg210$100"E O 1 00 I IN^ Z S83"1105"E o 225.00' ku 00 / V� 44 0 249.22' LOT 3 w w +� °� 1.12 acres— / o +� LOT 2 / Y $ •° '� ( / / 257,930 sq.ft. � � II t1 - — 5.92 acresL Hit / b ICE rn _�83 7 50 6"W / 160.00, N8310 w / 1 CQ LOT 1 '�,�9``�9s � �, Law a 0 z x :3 4� 4) Lace �, � x 2q( �+ I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. 'd THIS (RTIFICATION SHALL RUN ONLY TO THE PERSONS 0 0 FOR WHOM THE SURVEY WAS PREPARED, AND ON THEIR a BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. 9 a�lo CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL -4 Cq INSTITUTIONS OR SUBSEQUENT OWNERS. �r �v •R! t` CERTIFIED To: CRAIG BROWN AUK 2002 TRUSTCO BANK NATIONAL ASSOCIATION, Co V,, IT'S SUCCESSORS AND OR ASSIGNS 1• m u� COMMONWEALTH LAND TIRE INSURANCE COMPANY © � �-L d ,-3URY CERTIFIED d Bode T- W MATTHEW C. STEVE 1 DATED: AUGUST 2, 2002 • s-1 %EET 1 OF 1 DWG. NO. 01079-2-3 D-354 00 Cn 0 v- `Dy � � Q � -4 C+ .a.m.,- (D fD ,�, y a� a .ar � c� vccMtDN -1CLro0NmN - � ro-h0 © tf, 0 a � > -h 2) :3 Z > � w � (D T M (iw r d to c ro a a. o m 3 co o -S 0- '1 �,, �o > s (+ Ox a � a r r r r r Ha.9aaaVa r+ Gi 0ct IoaaaU) 0 p `t(A 00 Nt -h ( �.0 mm all (+ u) 0) rD M r+ r+ < n � ` oC+ r TO o r+ -4 a tD L4 a I� I ►� C *dr m L p 4L a z 0 i 0 (D fD m M x ~ N' (D c+ p w r+ ro ro Ll. Z fD cD tD �+� (D tD 0 c+ r+ c+ a r 'r. vvQ}Z F u a , H 4 i U 4) v N co Z V) 0 0000 MONj o E 0 U 0 - � � vas w Z F i o ' vr->. is '�- a 0 ro rya v E 1 1► v N 4- � Q Ly Vr W J C ut Z (4J X N C (A �a W Q)or. V1 Q I � (D z r v v�8 F ro,�or. F J c + V) r a a o 4- QV{�V. cl (U V) v S. o IC Ira (� � j in aJ u � 0/z o roa4JP n or. r MIVrCCr 0) V+ w1 + d W ) N � W 0 0)4J v H M.� C g C O.q.It � C - w W ►)' L U N U /may 4-CL U' a N W N 0 L -0 C 0) 4)U � � CL C U or. 0 .0 0 ro G 0or )wM v 0)or.W .r, 4JN rXjo or. ao . 0 v 00tru. - ,ro RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received-, Building&Code Enforcement Dept.of Community Development Arrive am/pm Depart Town of Queenshury Inspector's Initials 742 Bay Road Queensbury,New York 12804 NAME PERMIT# Wt DATE r LOCATION 101 12-1-ki 6 TYPE OF STRUCTURE V NIA YES NO COMMENTS Chimney HeightPB"Vent/Direct Vent Location Fresh Air Intake VA Plumb Vent through roof V Roof Complete Zeno Finish Complete erio; erior p 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 8"clearance to sill plate tk Gas Valve shut-off exposed/regulator 18"above 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 Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish BathroomMitchen watertight__ Interior Handrails Balconies/Landing 18 in.or more Railing across window in stairwells V L Smoke Detectors: every level every bedroom outside every bedroom inter connected Bathroom fans 7 Plumbing fixtures Foundation insulation 43%hour fire door/door closer I Garage fireproofing V Garage penetrations sealed Furnace in separate room protected(in garage Light ventilation per room E-I Safety glazing 18"or less from floor Final Electrical Site PlantVariance required r Final Survey Plot Plan As Built Septic System layout required_ Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif,of Occupancy)_ Amir Okay to issue permanent C/O(Certif.of Occupancy)__L RESIDENTIAL FINAL IN C ORT X 02 1 10 TI T SPL e' ilved-O Office No.(518)761-8256 Date inspection Building&Code Enforcement Dept.of Community Development Arrive am/pin Depart Town of Qneensbury Inspector's Initials:::)Ir� 742 Bay Road Queensbury,New York'12804 NAME PERMIT# LOCATION 7J)f— DATE Zo TYPE OF STRUCTURE 51=1> t N/A YES NO COMMENTS Chimney HeighitrT"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 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 feet or within line of site. V/ Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating_ Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers A V Interior privacy/trim/doors/main entrance 36" Tloor Finish Bathrooni/Kitchen watertight Interior Handrails Balconies/Landing 18 in.or more Railingacross window in stairwells Smoke Detectors: every level 6R,ro c-, -Aj every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures L Foundation insulation 3 4 hour fire door/door closer 1Z L 1, Garage fireproofing e� Garage penetrations sealed Furnace in separate room protected(in garage)_ Light ventilation per room Safety glazing 18"or IQ§s froln floor Final Electrical Site Plan/Variance required" Final Survey Plot Plan As Built Septic System laio-&required Okay to issue C/C(Certif.of Compliance)_ Okay to issue temp.C/O(Certif.of Occupancy)_ I Okay to issue permanent C/O(Certif.of Occupancy) I COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INCI Main Office 176 Doe Run Road • Manheim, PA 17545 MUNICIPAL CERTIFICATE I- ELECTRICAL APPROVAL NC 79289'y _+TT`` Cut-inCardNo. i/f1{llfifq.iff4i111 ►.#i.fil ii {/#4#HNrtrlrlf4114H11#irIH1#4i tf4i#r��w't I Owner.....MU1f.#iH fll tool N11#i{{HfRN.i#1#4#4i#4HNHm414i4ff44l4l414#114.fff//4#H4#1!# {.fiitHHiffHlf.f4.ItI1fI/HaH41 HIHHfi141 litH441441frri Locationtomm 141441144 6#444#608 toollootoo I nmf#@ off 61##14 tooMM I tolllootHI414i#4#i!##f1rr14tffMMItoll u6so411/i1l#11/1H1#1t#!,!{f 1HNlI41llirr/f411111 A f 7 7R7)v, 3 Installa ' ++ Consisting " H#1l41101111116 �W9##f#4l11r4tf1Hff1f4r{!#!!!i„1r#ifH liiff#ffHH14114i#Hfi44f{144#4!, 1114 {1,1 Hf41f1H1iHf111rHfiffg4.iH.HIf 4O 4AO NHlfllff f#41111#I�tf. .4lpl4!!l1HHH.t4441111.60 no i HH. t.... ftHllfHt it HH41HH4I{4i14..4{{ifllH Hf####..Riff if 1441.1111Hf41f 61400161111f4.#! iso# iHfff tf4Hilff itt41HM4i4H111Hf.if#4.i44+HHfr,,HH#frttflmoif 1H14#94111!#1ffr4111.H too lH##4r{too,1.#.fi111#.##4404toW##IIMo##*tliHir#f f4/t.fflf HlHr4f#iHHH41#14 InstalledBytoolloo6off h111#114 *Iv4lq.ffflHrf#HfHglf#HHI MMII of####of MHHf#IOMMo4,HH LIc• Not a.itHlHHfffl4Hrfi}}1HIif#IIiH.Nl4lf ifiiH44 The conditions following governed the issuance of this certificate, and any certificate previously issued is cancelled, This certificate onlycovers the electrical equipment and installation conditions as of date. Capon the introduction of additional equipment or alterations, application shall he promptly made for inspection, Inspectors of this Company shall have the privilege of maki ' pections at any time, and if its p p rules are violated, the Company shall have the right to v e this ifiCate. Dateat/0 tomialft6of 611611104 off@#I.SIMM H,fflf#4f INSPECTOR IIrHfHi#411H#{i .H 18111 1111 all 11146188901194 Mt# 49#04614HHiHl11•Hi4tff114#t4•Il1 Mpmher N.F.P.A.. I.A. A A Offl,6e Use GENERAL INSPECTION REPORT, Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE E AR Notes: (518) 761-8256 Inspector'slTnitials W�, NAME: C-A�R%L 2-PERMIT# D C32--L41A LOCATION: INSPECT ON(date): 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 freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place RoughPlumbing- 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 A-A L:\SueHemiiigway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doe y CN Office Use GENERAL INSPECTION REPORT Inspector: t time: a Town of Queensbury Ready ---�' Dept. of Community Development Request received. 2' Z' Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury,AT 12804 ARRIV : am/ A m m otes: (518) 761-8256 Inspectors Initia NAME: rA 1}-i— Crd`lJcc�r�-- PERMIT# -t?(J -" �nG LOCATION: ��tr� �vP/����v(/;�Y`1� INSPECT ON(date): / TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS 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/Dampproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough- Zeansulation Foundation Walls nterior 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/Bridgmg Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour 7rFirestopping 1 L:\SueHemingway\Building.Codeslnspection.FORMS\GENERAI,INSPECTION REPORT.doc Office Use 'GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: 7 L&L6 Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARR[TE Notes: k olu� D T �V); 1 1 (518) 761-8256 Inspector's Initi is < NAME: Oozes) P # 2-0 2-- C/6 LOCATION: Qs6v , &-e— IN nECTON(date). TYPE OF STRUCTURE: RECHECK COMM N/A YES NO COMM 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 FoundationfDampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent(Vents in Place ,*Rough Plumbin !21 Hearing 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 _V-Firestopping_ A L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc 1 utft Va/VL itlt: 11:.1i l(!d m1880A1U41 AeAS81UlaA 1r4UP-MA 18tl13)Dlta + LUl'LJ» 4LAhiWL%V1A Wi uV6 °Sty= TYPZ SPAN, ME-ZR3. OVERHANGS JOB 18 4.3 280000 7 1200 iaao ' �' 1T02070831LCL=Z/BR0WX- C-_Q R3818 RL l6-42-08 6z5= HG §DSO ,� 8L SG-02-Os • ao a►10 �12 71 aaS12 F 6Xla a 0.02•14 4xc= 4x6= A C • 4x4 3x& 49tt• p 4N 4 TC 7.D2-s1 b-C9-0! 6-09,03 7-02-13 .tea HC F-a5-x4 9-Do-aA 9-OS.14 ' -"■ a0.00,DD Uai9CAr .. tiq;Cioa 4D.0.61I� PLATiNS CONFORMS' TO,TPS NOTES-, Kt* DATE: 1-11..02 VARIFY MTN VALfty WITH �� IIWm9S0•liANVrACTUteEla RT - ROBEIN6 IO�iQItNa6RIN0. SAR�►T04A LVMa16R TAxons COI SILL LUMVIR 2.10P8 *Rxr BASED ON Sxr/#Pr LmW®R CGNPORNS TO TOP 0.04 2X 6 SPY-#2 1310 USIIIG rowne AREA TEXT MEIMOP. EaCA {)WWI/TPx 1.1395), VT" 0.69 24 1 SP42 1720 PLATss - 20 WON 1,OcK A, WIND LOADS - AKSI/ASCS 7-93 1#06.0.71 2X 4 BPFS-MV 75,9 GRIPPI94 241-ZSD V191 PRR PAIR TRUSS 1$ DAVIONED AS A MUCTITIVE MEMBER MZWO URED. INCLUDES 15.0% IN•CABABE MAIN KIND-FORCE ILER OY6T8M TRN8IDN 1339- 465 FLI FSR PAIR WIND SY23D - 79 MPH LATEML Top CHORD RO: EKNAA 744_ 506 PLS 8ItR PAIR MEAN ROOF HBIGHT - all - CONTINtiOUB r6XVQS t$ CATZOORY - C 82M GlfbAt� - CONTZHUOUS aT Tyra PLATE Visa K Y OCCUPANCY CATEGORY - 1 TAU56 9PACTN4 - 24.0 IN. A 2001 4.40 X i.OD 3-6 3.0 PCSAMZXR DINT - Igo MIlma a 3010 5.00 E d.06 CTit Z.a 4. ANCHOR TRUSS FOR A TOTAL LOAD CAFE #Z C 2001 4.00 X 9.00 5.5 3.0 HORIZONTIII. LOAD OF 179 LES. ns INCRSAS2e l5.04 p 1010 4.00 X 4.60 C'TIt CTR IIICRSAIRz 15.66 E laic 4.Do iC 6.00 CTF CTR DEAD jV2V) R Si91 6-00 X12.00 0.0 4.3 50.6 3D10 C illl 9.00 X12,00 6.0 4.3 STM CHO P.0 1019 F1 1100 3.00 X 4.D0 CTR 0.2 TOTAL 50.0 2019 10.0 suPBPRT CR11sRIA 9T VS= W202K OT RRACT-KOTH "a xbr:5X LES Max J1 169E a- a .0 taps a- a LEFT RIGHT HS6L at$ - 40X OIN 4MB MPsMaSR rGRCics SL821 TOP CHORDS A-F + 2777 C F-B ■ 2194 C Tt-Q 2394 C G-C 2777 C BOTTOM CHOW A-9 23SP T C•B1 2sac 'R. S1-1) . i626 T. D-C a 239P T wrav P-If r 703 C A-R r 014 T S-D 5114 T D-G r 708 C DL+LL ftrL r'0.38" IN 8-0 W- PHn - 0.12■ a HRG-SPAN/360 T1 liy SPAN/$@PL {DL+LL) . B73 �r t JUL 12 200Z Z00'd V00# 6Z:Z1' Z00Z/G0/60 :woad Vtt/UA/UG AAA S.1:JJ AA a100001U11 At13tt11U4rai 1a4!lSpXit4 LRt11J15tt9 ) ra 4tti'I.iIL V414�'1thIJt1 �IUUr! 17AN TIFN SPAN p -al QVERFTAt�lS � MARK 2 (;BL3 280000 7 1200 1Z00 CUTE ER©WN C-Q It3818 R z g IX6I1 E A < 2FS 11 axb 11 ld R�} {•�1t1 U 7 4 2.511 xsII $-45-10 s A Lt.t e 2x5 S( Sa 0 5 ``',�^`•,.. :is 4 3 "' Room �.� �!, Et ,�'W -�tir``•• t 3x41i 2941E G �x411 2;4411 2q4 H r ;?s' � BAD= 2rta E1 2%4 11 2X4 11 2iL^.4 11 Yr, v 14.nn_nD t1rl 14-an•0t~ S �G 4-OD-Oa 200Go 2U404 5,0000 '20tive 2c0aD 70000 20(46v 2n00q 2n0001 a.�1� 0v 7 t vnF DATt;arE -- 7-Vjj17R_Dp 4a70,D12 LOAF CASE #d W1N1? It 1iIFGE «Ff,A1'1N1: CUNFONMa TO TPI ATiN bA`t61 7-1Z-02 $ LUMASH MTKV29 I21CRWSo 33,34 V9910Y VLATE VALURr. WI'i'if FLATS STRRR6 SZa,'AEASE: 31.34 RORRTP14 NNUINFLRING. TQP ❑sI STES LumplR1 1.IF3n LOADSUG LIVE T)RAT) ivOP7 GRLS% BASCO ON 1fYP78Air LuriasR NTH 0.07 0. 2X 6 9FP-$2 1310 TOP zaTM CHP 50.0 10.0 USTNtf r%Rg5$ AREA TEST DIBTROD. 2X 4 gpp,42 1510 B 07 TM CAD 0.0 10.0 PLAT1'aS - ?0 GAUGti LtttwK WRS O,2A 2X A GFFR-STU 709 TOTAL 60.0 24,0 70.9 4FIPAtNt1 G1a-a50 P�31 plSR HAIR PTPETITIVE 142MIZA'srxiS3'� I esn. ERCEPTION51 I PtNtl „� -5,0q 1 ORA88 LAT7sRljla 11RAC1NtT. A-A 13.3ta 10.0 T$NSION 1339- 46S VLI PLR PAIR TOP CHORD - C"OEITYNUOVg sUP1° ' Ct[;xRidlA LD O SIMR 784' 505 P41 P6R PAIR IaTM CF1aRU - mNTT•N11O08 ROTTOM CHOAX) CQm=NUOUGLY JT TYFti F1.GTF, w ONE BRACE - I_A SUPPORTgn AUOPQ EXTIP2 LENGTH. A 2901 4.00 X 4Z00 4.! 5,1 TRUSS SPACING - ?,4,OejT1, LOAF cAss E(1 Lty>?T p 3b0LR 4.00 X A,00 CTR CTR RIGHT C 2001 4.OP x a,vu 4.b j.5 LUMDER BTR4$9 sr+cR>:Ass: 11,D4 HJYSL PIN - 46n OW 4sx U 1001 2.00 X 4.00 CTh .:Tk PLATE STR$B^o INCRSA081 15.02 E 1001 2.00 x a.00 �'1.V t"N, LOMjt4Q LIVE DCAD tAaF} MrrMlaR esI . ELils f t4ml�r M542N1q A 1401 2.0v x 4.nc ,k ":+• TOP CRD 00.0 10.0 A-0 O,Z4TOF143 (ZCOR iW 0 100 H 1001 ✓.+tq x 0 t'TR "f 2TM C= 0.0 1.0.0 Q�P 0-.14 q.4D C •-104 60 I 1102 :.nn A � :,� T� t TOTAL ;Q.Q Z0.{} 70,6 fl-Q 00$ lOR Y Al 0 .7 1001 a.t1U x 4,00 CTA ;'11: 91IFPORT CRITERTA Q-R D:b3 115 T 0 .48 zDni 2.uo x .BOTTOM CHORD CONTIi4u04t13LY R•s .0:05 124 404 CTR t�TR , T $r1 i5s 1- 7Onl 00 X 1100 CTR TR SUFPORT$p ALGIND BNTIRZ L4NOTit. S•13 004 230 T 83 0 M 1001 $.00 X 4,00 t'TR CTR R-T 0.04 1334 T 0 •03 N 1091 2,00 X 4.00 CTR rTR LOAD CUR 42 WIND FROM LM9'T• T-U 0.05 207 T 81 79 O 1 LVMBIR OT11299 IFORB 001 2_n0 X y,Oq CTR CTR ABS■ 93.3b U-V 0.00 Al T -79 0 F 1001 2-DO x 5,00 e­rK CTR PL7i1,TSt L1TRTrs^'SNCkChRtiz 9a.}A v.w 0.09 24 C n -401 Q 1191 7.00 X A.fit) 4.U q,! LOADING LIVE LEAD IPSFE N-X F.la 69 C -401 -1242 R 1001 2_00 X 6.00 C'1'Iz cTr TON CXV 5D.0 14.4 g_r_ 0,1d 1001 2.00 X 5.00 (:w C'TR 13'PtI CIiG 0.0 10.0 BOTTOM Ck"v$ T 1001 2.04 X F,9q CTR t:Y91 TOTAL yD,n 20.0 70.4 A-N 0,09 ill T 0 -A79 U 1001 a 50 X 5.00 CTR C.TR e$OSS>T3oNs, In-N 9.07 Ill T 279 -25 v Ivil 7 OO X .0n a.n A,? M A-6 2,9ii 10.9 -L 0.04 11.1 T 26 -05 W 1001 3 00 x t R 1,nn I;'(TR (.ITK A-C -13.3w 20.0 L•A D.04 11'1 T 95 -70 x 1001 L- X 5-Oft CTk 1'k SUPPORT CR,ITZRIA IC-.7 0.04 1).1 11, 7U -102 POTTOM CHO= CONTZIMOUSLY J-I 0.04 ill T 102 0 4 a PLATCH I OTATCO CY 0) :,v*.0 4UP1+OA TEF ALONG Mm:lkT, LOVOTH. I-II 0.04 211 T 0 -102 H-Gti O.D4 .11L T 102 -70 OTMS: LOAF CAE$ #2 W11M FROM RII.UT G-F 0.04 • 12.1 T 7O P.% 1. TRUR 'S AN FACTURAn R: LUMNOW STRESS IM-REaASEt 33.31 F•_R 0,04 Ill x 96 _R6 SAk }t LUM&ER TkaI7FK5 FLATS FTRX9F ItNCREA33, 3).14 &"A 0.07. 1.11"T ?.6 -2 :t CDNPaRtar I t7 LOADING LSVa DEAD (PSF) D-C 0•s0? 211.T 7.93 379 '��r CA SA st/TPi 1 1,9951. 1'OP C 50.0 10.0 vops. Ltl FB - ANSI/ABKEt BTt9 C=Hii D,q 10.0 N-q •• 91'T C MA y T :S DRSTGNtV Aw A TOTAL 500 a0.0 70.0 L-Q 201 L' X-R 99 EECBATI'ONQ. r7.8 k49 C I->9 WI WIND-PORCE RUt SY:.TSM A-8 -'12.3v 10.0 H-T - 2-/ C,ti C U ltALiLb - 70 M['N F-C -2.9N 1n.4 t-v f 201 C k N A XUOF MU[QkT - 25' SUPPORT CRITERIA SV95 CA7GGORY • C BOTTOM CRORVCQNTINU LY D_x _- 417 t; PANCY CATE6CRY - 1 AUFFORTED AC,014tI ENTIR LENGTH. VL+LL DZFI. ■ 0, " I X- LINE Ia1NT 100 MILS$ 1+L L>&PL•s HAG-$Q j2 0 R TRUSS FOP A TOTAL t71°RNlY3LlL ZaNTAL IDL+LL} 99 IOAi/ OF' lag CAri, .�, a� Goold v00# sz:z1 ZOOZ/90/60 . vnrva�ve,, 1uu s1c�y t71i1►. u.Roaaolu�l ataattll.utt1 s.unusc,n 1nt�.R+r.�ttp +-►.► 4.µE'61ts Wu.uetta�au t�JVV�3 QIIA�t TYPE SPr P1-�I2 DYERAI�GS i7Oa DARK 11 AT12 24000P 7 1200 12o0 1T02Q?Q8U-0LUTZ/3R0wX C-Q R3418 .� a-1a-12 47cS1! #,ge �'-tb A 9L Ia•1b•11 HO 6-10 i. S2 3�s6= 8N6r"' C s s' 7 F2p it ExS ll '. F 7-pS.10 � 4x4 dTd t M N 40 M Ar<6 r� A Iva L = H sa S ff 2XIi II 4R4 494 PAS 2A511 91 1 a � T l.as.ia 3•01•08 r, a-ol.d1 R•a1•b1 �+ 3.Os-D0 3.06-12 >iC }-OB-12 3-01-05 10-43-0p l-pl-bs y.a6-ya z4-ov-90 ilaiBCat -� version 40.9.612 LOAD CASE 09 UNRALANC31) LOAD PLATING CONFORMS TO TPI RUN DATRi 7.11.02 LUMBIX 9TRs$9 INCREA$$; 10.04 VERIFY PLATE VALUAS WITH PLATE STR229 xNCUA811t 15.04 ROBBING p1mi 4SH11 P. Cal 0191t LUMPIR 1.15FF I.O+s xm vIvu DEAD (PST) GRIP PASCO ON S'Ifi/151+IP LUSAOSR TdP 0.67 2x 6 SP-98 2930 x4P CUD 90.0 L0.0 USING 0=92 AN" T&ST MTTHOD. OTM 0.60 29 6 sA.#St 2030 NTH CSD 0.0 10.0 PIATBO - 20 CAUGB LOeR WRS; 0.ae $X 4 6PF'S-STD 759 TOTAL 50.0 20.0 70.0 GRIPPING 511-230 POI PER FAIR 2xCrrPTIONS_ , BnCBlx10N5l INC4UPF-8 15.0t INCROA92 ' Zx 4 OFF-#2 Isla C-9 0.0 1d.0 TENSIDA MO. 465 PLI PER PAIR '.. ;40.W AS C-.x N-.1 30.0 10.0 SHEAR 754- 906 PL1 PPR PATH RRS`k�ITivic MENDER sTSfS3S U51SG■ A-0 0.0 10.0 3 -fl 5010 . 10.0 JT TYPE PLATS 811tR X Y I+ATRRAL aR�►C1rTG1i SUPPORT C97TERIA A 2bOl A.00 a 6.90 7.5 4',4 Top CHORD - COMI1dUIM11 JT 'tYFS HORS VERT w1107111 O 1001 2.00 S 0.00 CTA 4TA NTH CROMR Y CONTINVOQs %all LES IN-$S C 1001 3.90 x 6.00 CTR CIA TRUSS SPACT"m . 24.0LtF. A PIN 0 109s A. 0 A 30PIR 4.00 X 1.00 CTR CTR ' 0 HORS RLFR 0 lips 5- 0 2 1081 3.00 x 6.00 CTR LIZA LOAD CASE #1 F 1001 2.00 X 0.00 OTA CTR 7-UNNSiR STRESS iNCRSASS; 15,01k bErt RIGHT 0 2001 4.00 X 6.00 7.5 6.4 _LATE STRESS 114CRBASII 1b.0; MUD DIN - 4SX OZN - 46X H 1090 4.00 X 4,00 1.6 9-0 LO"ING Lzvr. DSAD (Psr) I LORD 4.00 X 4.00 2.4 2.0 TOP CHO 50.0 10.0 MXMOR COI P(LES) M0+3,8T M02ND a 1001 2,00 X 4.00 CTR CTR DIN cm 6.n 10.0 TOP CI(OMS R 1061 ,T.00 X 5.00 CTR CTR TOTAL 50.0 20.6, 7(100 A-M- 0.2,V 3379 C 9 -2309 L 1091 2.00 x 5.00 CTR CTR 1LSCCBP110Ng� M-E 0.07 3071 C 21069 24038 14 1000 4.00 X 4.00 CTR CTR c-8 ff..9 10.2 B-C 0.59 2409 C-14028-I MS N 1650 4.00 x 4.00 CTR CTR SI-I 30.0 10.0 C-D 0.05 372 T 6559 D 21 1109 5.00 X 640 CTR 0,2 SUPPORT CRITXRI)k . A-11 0.59 372 T 0 -6Exg 62 1190 5.00 X 6.GO' CTR 0.2 OT ill= WIDTH JT REACT WID= E-P O.CG U69 0 13GRG 14038 . L28 IN-AY IDS IN-= F-N 0.67 3071 C-14034 -2059 R . PLATE 15 XQTATHD By 90 DEG A lose 5- 8 C 2260 D- 6 N-g 0.20 3270 .0 2589 0 BOTTOM =01M< tno�S01 WAD QASS 05 VUH&t O= LOAD A-L 0.4% 9740 T 0 3619 1, TRUSSN9 MANvpACTURIP HY - u=XR 5=99 XH91WAUZ IS.04 L-91 0.41 2946 T •3559 0 6'ARATCQA LUMBER T1tAD!is PLATS STRESS 1NCRBAASZs 1s.0k Si-I 0.58 2946 T 0 =0888 2. ANALYSIS CONP'OPAS TO LOADIm LIvQ DEAD (PBF) I-H 0.60 2499 T 5608 -5808 pOCA LM21/TPZ i-1890). TOP CAP 50.0 3,b.0 XwRZ 0.99 2942 T 5408 0 3. MINA LOAA5 - AKETfASCE 7-93 R2h t'11D 0.0 20.0 R-K 0.4% 2040 T 1 0 3568 Tkv59 19 DE21ONSO AR A TOTAL 50,4 30.0 70,0 K-0 0.41 2Ps0. T'-.3009 6 MAIN MI1W-FQR4!1S RES SYSTEM Nxem1y"101421 j 1wage WIND 9POCI) - ' 70 Mrx C-E 0.0 10.0 L-bt r 645 C "It • pas c NEU R001F HEXURT - ZSI N-I 2010 1.0.0 1.3 ■ 2020 T C-0 w 2997 C SXP CATSOOSRY - C A-D $b,0 10.0. J-D . O3 T 47-1; 0 9967 C O CATt1fl0RY - 1 D-0 0.0 %O.M 9-IF % 1030 T H-N it 900 C DIST - 100 MILES SUPPORT CRITERIA R-14 m 445 C t.OiUby CHsCFFD Jfi '1Y91R Si05RX RT WIDTE[ PAC • 1.00, 0.00). _ L2S ri 21a.&x AA+nL6 pF1FL : 0._350 2N 2-11 89 FOR A TOTAL A PIN 0 3:606 B. i LL DEP4a 0.A14 a DRG-HPAR/360 � L LOAD OF X04 &PS. O. HORS RLR b L695 5- 0 DLtDL HORS - 0.20• AT SI F► SFA>1/D$PL (DL+LL) . 925 lilt 'i 9 9flh? uaiy7s�ux Sw}A/R+ ATOGA LBER TRADERS -, Curtin Quaenrbu [005 iPE v vz ^� GSW 240000 7 1200 z20t� MARK ��,C1'� jeROWN C'-Q R3818 ' 97Id II 8 " p0 II 31xG I I ' Q r 12 �0 I. A 7 ` 2r5II - N •' '� .�.0 2kfiii • 4x4= A --- e' 1 ti a s4 i \ I wb ax4 3:; 11 2X4II 2x411 n Us- Ile •t a n 12_0a_pq 12-ov vo 51c 4-OOAOC.r a0a0 ' ap0�p0"I�4epo�2papp�'2000-p I'zc�na0 o�1'20aaa 4 7.0 0-0 }�: 00 0 1 UnifitAr -•• version 4D;o,612 RUN DATSt LOAD CA$$ 114 WINV t/ RIDGR 7-11-OZ LUMBER $TlpgNa SE1L'Ri;ApBt GU MATING CONFORM9 TO TPI FLATIG YF,RIFY PLATE VALUE: WITH C6I RISE LUMBER 1.15FA LD DII4$TRESS INCADAAD,(Pa3.24 R05BINS ENt3LNN6itIiTG, TOP 0-06 2x is 5P-so 29SO TOB C8D 9u.0' 10.0 C1A1F DAVTiD Dra SYpfFIR i,U{y0(SR aTh 0.06 22; 4 SPY-04 LSSO AIM CNN 0.0 LASING: OPMON ARRA TEST M8'I-FLtU W51F a.24 RX 4 5PPS-87V '/bo fiOTAL 10.0 PT.ATES . xa CAkipN 4OC9 REPSTITIVA MJCDJ$ IR ST#XSS USED. 00,0, S1i RQ.O 70-0 1pluNG 581 ^R0 PSI PER PAIII SZVEPTIONSt I TNCLUD1r4 15.0R 1NCRRARR LATERA1 &tAACxN{1: A-0 "13.3N 10.0 0 TEN4FON 1!!T/ 11iSi (rL1 F`Ge. -rht TOP CHORD - CONTTyuOT761 -C -13.1N 10,0 N HEAR 'too- 5 DIa [+L•1 PER PA I P ATM CHORD -.CONTINWUp RUPPORT CRITERIA TRUSS OPACTNF - aq.0 IN. BOTTOM CHONP CONimuOD6LIC AFT TYPR PLATE 4t�K X y EUPP0RTED A1,ONG'SNTIRII F„GNc3Tn, A 2407 4,tl0 X 4-0U 4,5 {. LOAD CARS QI L8F'1 7 Et 3 001 R 5,00 X 0,00 C'L'R CTR LUMBER STRR6G IN ami: 15.041 ft_GHT C gao' 4-GU X 4,00 4,5 1,$t FLATI; STILES$ [t4CRSASE! 15.p,* HE&L QIX - 4SX DIN 45:� 0 7 QD t a,00 X e,q0 CTR O N LOAAIIPG LIVa DEAriApar) a 1001 2,0q X q 00 CTP r'I•IL TOP rm 90.0 10,o MIIMAR ,BSI P(Las) MR915T MUND F 1001 2.00 X 4,00 r,TR CTR IITM CUP 0.0 10.0 TOP CNORW H 1001 2.00 X 4.00 CTR L"rtt TOTAL 60,0 20-0 70.0 A'k1 ;.06 174 G 3 -994 i 1102 5.00 X 9.90 CTR ).D SUPPORT CRITERIA DT-0 1.A6 74 C 15i3 lOc11 2•00 X q,00 rTR CTR BOTTOM CaoRD CONTINuOtimLY N"a 9-02 OR A2 a `� -2 � 1001 Z-00 x 4.vu CTR C~TR SUPPORTED ALvsa, ENTIRE T,SNGTH. 0 B 0.09 120 T 2 -l30 ES 10D7 2,00 X o,00 CTR C:'rN P-B 0,02 120 T 7R 0 L 1001 U-00 X A,00 CTR CTR LRAM CASE 92 WIND FRO11 1jZFT Q.R 0 °2 1a0 T p -70 i1 Lb01 R,vO Y. S.i1{� CTR CTR LUMI;<Aft pTREBS INCR0han, 33.314t R-G C.92 49 T -79 9p N 1041 ', 00 X G.04 CTI; 0'TR PLATO RT=vo IMCRpA9ss 95_3q 0 1D01 2100,X i1,00 CTR CTR LOADINO LIVE ONAD't(YOF) T-0 a,o6 S1 c: 10) ^1513 i 1001 0.04 X S.DD t^I'N I;TR TOP COD 90.0 10.0 .i c; -113 0 B 1001 2,00 X S,10 ^TR 76TM CHD 0.0 1D.D ' DOTTaM CI-IoRD^. N loci 2.130 X b,04 '"TR i'1r TOTAL 50.9 20.9 I. 70.a A-L �•08 ar 'I• 0 -278 0 ID01 2.00 x s.00 CTR EXCEPT101431 ;t T. S'(i� US T 970 -28 T 1001 Z.Oa X 5,00 CTR C'-1'N A.D -8.7N 10.a ' S-J "1.Od 03 T 28 -02 'a C, -12.3N 10•D J-1 I 4� 49 '1• to �77 R - 1A' IS ROTATED DY 00 DF,0 SOPPORT CAIT➢AX 1-11 -:85 T 97 0 80xTOM CNORD CON71taUOVt:LY H•0 1.42 *05 T 0 .97 NOT '1 ""J"PORTED ALONO 0TIR2 LVNQTH. C'F 3,43 !11 T 97 -09 1, 1SES MANUF`A(:TU99D RY Lv v J.03 '189 T It$ -2B S TOGA L(Itg4dS TP.AV9Ra LOAD CASS #1 01NIt FRE m R R-0 - .¢.U6 .83 T 2a -272 , LYSIH CONFORMS TO Lut�fiR STREI'n9 TLOCRFCAS ; 3GitT P. D-C ,1.09 ur, T 273 0 U (AN61/TY1 i•1995;. PLATS STRESS INCRS a ,34 NS3ifi 3 IND 1OA09 • ANSI/ASCE 7.73 A Si 33.2# L-N 416 C ft-N + TAU v lti DEZIGNFEt A$ A LOADING LIVS DEAD (pSF) q-0 ■ 247,'U.-i-F TOP CHU 50.0 71014 20MAIN w1NG•FORCF.'RE4 EYSTffh PTM CHI) 10.D Ti-R .'47 C R.>a - WIND YP6Q0 • 10 MPit TOTAL 50,q 20.0 7a,0 �Cl MEAN Fit>ctP I1GIL,t1'i' Qs' EXCEPTIONai D-T Y 41G C EXPOSU149 CATROCINY C A"9 •12.80 50.0 . DLTLL ):XF)4 ■ a,03" OCCUPANCY CA7rw,.,?;Y 10.0 LL DEli,,K t3RC,ar / OCRAN61W9 DTST' 10:t M4t.�. SUPPORT CRITZRIR pgAm/A)SgI, (DL�L4 = ���¢¢¢ NCtiOR TR115:; FOR A 7'ti'I'A:. BOTTOM c$ORD COiAT7:I U LY 10F I F-UNTAL 1 IAL: `r GVppoR1'ED AI,ONO R[I'S1P1F 7}7CFGTH. S00`d POO# VZ:ZI ZOOZ/90/60 :w0jj Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: 7 Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPAR am/pm Notes: (518) 761-8256 Inspector's Initials rx 9 NAME: PERMIT, 6p an q LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: Sir RECHECK N/A YES NO COMMENTS 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/Dainpproofing_ -0ackfill 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 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPOkT inspector: R at time: �:3,0 I;Vy Town of Queensbury av Dept. of Community Development Request received. Meet: Building& Code Enforcement At time: 742 Bay Road -, L Queensburj; NY 12804 ARRIVE am/pm: DEPART ' dam/pm Notes: (518) 761-8256. Inspector's Initials NAME: &aL do 01--A PERMIT# ,2 00 4 c/' LOCATION: INSPECT ON(date): K-;3 rbef TYPE OF STRUCTURE: fly RECHECK N/A YE2 NO COMMENTS -*Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible forf providing protection from freezing for 48 hours following the placem\en of the concrete. Materials for this purpose on site FoundationiVallpour Reinforcement in Place Foundation/Darnpproofing_ 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 R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridgmig- Joist Hangers Jack Posts/Main Bearn Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemingway\Building.Codes.Inspection.FORIvIS\GENERAL INSPECTION REPORT.doe Q UEESB UR r AVENUE os 49 o$'=40. jyo� 94 oS"E 1so.W till y-� wOD o cw O�W a r' 4DA NLY 0t, ssr csj; \, pnvcw RAd -113113 loo.tio. 103 Ct� FYI, Tom. 6-F OJT � \ t I %ftftftftS,8—�lV 45"E M 1 � .Iy►r W RECEIVED ' 0 8 JUG 0 5 2002 f I w TOWN OF QUEENSBURYR."ING,AND CODE sa3�o'S6"� r' g•�6 f 249,221 to + ,/ -.,_.fir � �� p w v N 1,1 1 5� 001, c .c a to p + ITS , DEER io .,.,;► G3 r,,/' f l NafO " r,/ / // a to / w �s 150,00 00' y /� /� �E11SIiils, m a�i� w t t mCML z it i 543 No / LOT �� �/ f /4910 sq. , nrraa ` TP #1 0-12 Inches, topsoil 12-48 Inches, stony fine sandy loam, mottling starts at 19 inches 48-94 Inches, stony loamy sand, water seeping in .at.70 inches TP #2 0-10 Inches, topsoil 10-38 Inches, stony fine sandy loam 38-87 .Inches, stony loamy fine sand, mottling starts at -43' inches TP #3 Q- 9 Inches, topsoil 9-39 Inches, stony.fine sandy- loam, mottling starts at 32 inches 39-108 Inches, ,stony loamy sand, water seeping in at 74 inches TP #4 0- 9 Inches, topsoil 9-33 Inches, stony fine sandy loam, mottling starts, at 30 inches 33-62 Inches, stony foamy fine sand 62-88 Inches, fine sand, water seeping in at 74 inches TP #5 0- 8 Inches, topsoil , 8-36 Inches, stony fine sandy loam, mottling starts at 14 inches 3.64& Inches, stony loamy fine sand, water seeping in at '44 inches l