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2002-539 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: P20020539 Date Issued: Tuesday,December 24,2002 This is to certif 'that work requested to be done as shown by Permit Number P20020539 has been completed. Tax Map Number: 5234400-301-014-0002-025-000-0000 Location: -70 MC ECHRON Ln Owner: VASILIOU MICHAEL J INC Applicant: VASILIOU MICHAEL J INC This structure may be occupied as a: By Order of Town Board Fireplace TOWN OF QUEENSBURY Garage-2 Cars Attached Single Family Dwelling Director of Building&Code Enforcement zl_ TOWN OF QUEENSBURY -J 1 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FILE Copy Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020539 Application Number: A20020539 Tax Map No: 523400-301-014-0002-025-000-0000 Permission ishereby granted to: VASILTOTJ MTCHAFT, J INC For property located at: 70 MC ECHRON Ln in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: VASILIOU MICHAEL J INC Fireplace 23 SUNNY WEST Ln Garage-2 Cars Attached LAKE GEORGE,NY 12845-0000 Single Family Dwelling Total Value Contractor or Builder's Name Address Electrical Inspection Agency NEW YORK BOARD OF FTRF I JNDF Plans&Specifications BP 2002-539 Lot 13, House No. 70 McEchron Lane, The Grove . Construction of a single-family dwelling,2-car attached garage, and fireplace as per plot plan and specifications. $362.48 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,July 24,2003 (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 Town of Queensbu SIGNED BY <72x�z Jul M 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 N& No inspection will be made until applicant has received a Fee Paid ' $ .2?-�-5 ?F0E9VED valid building permit. All applicants' spaces on this Rec. Fee Paid $ JUN application must be completed and must appear on the Reviewed By: -9 6 2002 application form. O'_()UC-ENS13URY Liu? _1711VG A111D CODS Applicant: 11A-ezz4z_ ad Owner: Address: Address: Phone# -77— Phone#(gr) 12 Property Location: Lot Number: HouseNumber Subdivision Name: Tax Map Number: , New Building: residence /commercial -Estimated-Market-V alue-ofConstruction:$ A00 006 L3 Addition: residence/ commercial If an Addition,what-will use of nevi additionbe?- L3 Alteration: residence/ commercial E3 No change to exterior size: residence/com'l <�D Ea Other work(describe. ---- __Check OccupancyInformation ls'Floor P'Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet ,- S�ingl.family dwclling� 0 Two family dwellin C3 Townhouse C3 Multifamily dwelling G, #of units E3 Office Q Mercantile XPOr 7—rA0r1j*i-Y-- 13 Manufacturing L3 1 car detached garage E3 2 car detached garage L3 3 car detached garage E3 1 car attached garage <��arattached garage 0 3 car attached garage E3 Storage building- commercial - C3 Storage building- residential L3 Other What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oieT gas/Avood / Arced hat�ai� aseboard t other: Number of Fireplaces to be installed 1 Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder I W"I � L.�At-<7/4zacz 'Zil 2 CY V�;; -7 C"Ir— Plumber "Cl- Mason -z:z Electrician C—H tzy C 7 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 alithorized by the owner. Further,it is understood that Itwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director o Building and Codes.an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all w c- Signature: owner,owner's agent,architect,contractor Application fox- Permit—Septic Disposal System/ 3'vtvit of QtteetlslNl►y 742 Bay Mond Queettsbury, NJ' 12804 (518) 761-8256*W to jf� 1. OWNER INFORMATION: Z4 0 ................................................................................................. / < eeOffice Use AIM Location of installation: Tax Map No. --- -/ �G"' File Pornti 37 Owner's Name: Fee Paid ..........--................................. .F .k.� . ............ Address: J UN 2 6 2002 2. ' INSTALLER'S NAME AI PHONE N&O., , 3. RESIDENCE INFORMATION: (c' cle year of dwelling, indicate II bedroom(.r) and mtrlrijily�fliiif °'`i�D CODE bedrooms with applicable gallons per bedroom to equal total dailyfloty) You of House: Na. of Bedroonls x Computation = Total Daily Flow 1980 or older x 130 gaUbdrm = 1980— 1991 x 130 gal/bdrm = 1991 —present � _ x 110 gat/bdnn = _ o Garbage Grinder Installed yes / no Spa or Whirlpool Installed yes / no 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) tlil2l t� tSit4 S3.r9un�1_W..nitss_ _[3-451rgck..or_llupol_�'Jv.1!5 M.n.4Rt:i:7{_. t)or»o-1 is W_�lgr_$ult3tl 1•lrr "'start! trt wham clepth tit what thrptr r ca/act ullhtg - int feet -_ ' feet well Steep slope clay if►ve11; ivarer.srr/tply slope other front ally septic-system depth: absorption is f1. other Percolation Test: (To be completed by licensed professional etigl,leer ar arc/tllect) Irate: atlnttte per Inch 5, PROPOSED SYSTEM: For New Constru• ction: All individual sewage disposal systems must be designed by o licensed professional engineer or architect (unless insinilcd lit a I'lanning hoard approved sulAivision). Add 250 gallons to the size of the septic tank and leach field for each Ctarbage(-4hider, Spa or Whij1pool '1•ub. Septic Tank: ! gallon (mirk. s zrell,aaa gal.) t'�j lw At 1 uk0 Tile Field: each trench JJ.1 t`rotas Systoin Length: IJ. Seepage Pit(s): nhsmber of size ofeach: fJ. by Size of Stone to be used: l! / tlrpNr or thickness A_,__ _Jeot 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 Note: Alarm Systoin and associated electrical work must be inspected by a Town approved electrical inspection agoney. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note flint purstiant to Section 136-29 oroic Code ortl►c Town ofQuootisbttry, any pormit or approval granted which is bnsod upon or is granted in rolianco upon any material misrepresentation or failure to tnnko a mnlerial fact or circumstance known by or on behalrof aft applicant, shall bo void. I have read the regulntions with respect to this nplynention and ngroo to abido by those tend all roquireinonts oftlte'rown of ueenst t Sanitary Sewage Disposal Ordinance. Signalyfe of responslifidperson Date RENCWE ENERGY CODE COMPLIANCE APPLICATION JUN 2 6 2002 TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS TOWN'OF QUEENSBURY RU.11..DING Af9D_(�Q_DE 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 APPLICANT'S NAME: ZfLic( PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - —0%9- ido-0- square feet 2. Type of Heat. - Electric Oil A11--l-, `Gas Other 3 . Is building mechanically cool I ed? X- ' Yes No 4. Percentage of area of windows and doors Over 17% 42V�Under 17% 5. R-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: a. Roof R b. Exterior walls R C. Glazed areas � R d. Exterior doors R e. Floors over unheated spaces R f. .,-. Edge of slab on grade (heated building) R g. ,..I�asbment/cellar walls (above grade) R h. Basement/cellar walls (below grade) R i. Heating/cooling-ducts-piping in unheated space R 6. Service (domestic) hot water heating devic Conforms to minimumlefficiency per code Yes No TEMPERATURE CONTROL MAXIMUM SETTING 1400 - WILL NOT BE EXCEEDED Applican 15ISigna e t Phone Number '717 INSPECTOR'S REMARKS : 500,_ 13 60 Fire Marshal's Office Town of'Queensbury,742 Bay Road,Queeiisbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimne� VE applicable to solid fuel & vented gas appliance EC1D Date—4K/--2-/-- ' 20 Pell JUN 2 6 Z1002 i> io* RY Applicat* n is hereby made io the Building& Codes Office the issupawalu Permit pursuant to the New-York State Fire Prevention and Building Code. TheALMU�= 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. NOTE to applicant: Rough-in and Final Inspections are required. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: Stove: wood coal pellet -gas IlAd--&-f I-/ot) V Fire lace 4j Address: ire lace, factory-built- wood gas Fit place,masonry: wood gas 'Furnace: wood gas oil Phone: *7 If non-masonary applicance,please provide Owner: Manufacturer Name: Address: Model Number: Chimney Information Phone: (circle appropriate words) Masonry block- k stone Flue the steel size: inches Exact Address: of constructs ahorbasidl;&on Factory-Built z Manufacturer narne: 'A5'01._r Wt<," OW Model Number: �`''�4 —gumber: A377e: Lis y: —7 jP !9/ ok t4 Constructi 7 ns7allation must -conforin to NYS Fire Prevention &Buz Indicate(circle) chimney material: Code. Consult available Town of Quee sbui)) Handouts regarding required inspections. Double wall '/ Triple wall Insulated Direct venting Chimney Liner 7&Z*X W,ra- &aX aj M t 3 ro 0 V W:I M of r 4 P I X 4--e r 6 1 XA-_V Wa V V 7E"4 3 0 X-A C Fire Marshal Code# S Collected $Refunded Received from(refunded to): address: A 173 3389 (190) Public Safety A 233 2655 (230)Mill ll Sales D,4TE.. ZZ F White(Applicant) 1 Green(Fire Marshal) Yellow(Bldg. Dept.) J fink&Goldenrod(Cashier's Dept.) RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive am{�Depart Town of Queensbury Inspector's lni 'xls 742 Bay Road Queensbury,New York'12904 NAME P # _C�Q LOCATION , DATE TYPE OF STRUCTURE t N/A YES NO CONIN ENTS Chimney HeightP'B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" "'�� "�" �� 1•- � �Uy` 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-of within 30 feet or within line of site Oil Furnace shut-off at entrance to fumace area Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft.6 in.on stairs l•� Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/ttimldoors/main entrance 36" Floor Finish Bathroom/Kitchen 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 Bathroom fans Plumbing fixtures Foundation insulation 3/4 hour fire door/door closer Garage fireproofmg Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor Final Electrical 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(Certif:of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) Town of Queensbury Fire Marshal's Office ta 1 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request --I ^ SCHEDULE Received: r Permit#4rl-5M INSPECTION ON: Name: 1A0 AM ANYTIME Location: 2LC�,_� ?a APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY FIRE LIGHTING EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGHIN FINAL FIREPLACE MASONRY ROUGHIN OK THI T NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECTED FINAL COMDEV/CHRISJNVORD/LETTERS2001/'Fl; ALINSPECTIONREPORT11 01 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY 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 Queensbury Inspector's Initi s elc-�6 742 Bay Road Queensbury,New York 12804NAME �( 1 t l c l ERMIlT# 7- LOCATION L� t��s to t E e s' of DATE �^ - TYPE OF STRUCTURE N/A YES NO COMMENTS Chimney Height/"B"VentlDirect Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete �xterior Finish Complete terior/Exterior Railings 30"to 36" —g RSEs�EtiJ ti v! bpi\ o?C ct� J i ,Exterior Handrails,balconies,Ianding 18 in.or more tenor Handrails stairs both sides 3 or more risers 1 Grade 2%away from foundation . D`� ()I LC 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 Bathroom/Kitchen 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 Bathroom fans Plumbing fixtures Foundation insulation s� hour fire door/door closer age fireproofing ..-- Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room safety glazing 18"or less from floor w/ mal Electrical 'P A,S '\— _ Site Plan/Variance required Final Survey Plot Plan � � �_ As Built Septic System layout required to��o L&e Okay to issue C/C(Certif.of Compliance) a 0my to issue temp.C/O(Certif.of Occupancy)_ ' Nb \/Okay to issue permanent C/O(Certif.of Occupancy) i K � III� H 40 Z 4 H N rxa x 4 VJw�",,rl H WWI xHEQ I ziO4 `r I 0 M r pWi 1 W H } W � H r � , z z v a Hi F H z u NH W a W u W Z H z 0 W H a 0 4 w z a 4 u a W Cx w ] H H G] H p a Q wu w to w a ] W a s W aCIO N H U H 0 x r x t H H w a w 4 0 w 4 4 a w x W 4 z 0 t� z 0 u z w x H 0 0 4 H 3 H H U H a1' 4 4 4 0 0 H 9 w 0 4 W � a 9 D a p w u � Oyu H a t u Q > H H S N Z H U a ? Wh H U a H p z Z W H 4 z W w u W 14 u u w H H > H w w x W a g p Q H > w w W z x > W 0 4 z rA M w H W x w w W W U 5 q a a a W z N N z COH NN 0 N > H a 0 Z 0 0 4 1� W N a 9 g W .0 z 0 w UH �H z 0 0 u H 0 0 w 0 .0 0 H 4 4 4 W 4 W H w H H 0 z 9 W H Z H Z W W 4 H a CIg Z q 0 W 0 U U UJ N > H H4 Z M H H W q !� x H � H H H a 0 H w w 4 w w H0 % x I w H H 0 Z w U w W a w H H H Q Q Q ' 1 H x H U H a 0M H Q 0 H a, a Q H a H a H H 4 Z Z z Z H Z a 0 4 >4 0z x a 0 X W W a 0 z H H H W H ?� a 4 4 J H H H Q z a Q H NH Vi a a W x a w w H W w w u (� W w a x x x 0 7 " - Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518} 745-4437 Fire Marshal's Inspection Report Request SCHEDULE / Received: Permit#E 5 INSPECTION ON: 1�, a t 0 - Name; ��St` �l D v- AM ANYTIME Location: 7d %� &07 LLB �� APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM INiA FIRE SPRINKLER SYSIJE FIRE SUPPRESSIONS SM 1TEM ��~ `Y��-y" f o �t�" HOOD INSTALLATION INTERIOR FINISHES STORAGE II f 9(1 COMPRESSED GAS . CLEARANCE TO SPRIN LE S CLEARANCE TO,HEATI / ;� IY UNITS �� B CLEARANCE TO ELECTRICAL tl" REQUIRED SIGNAGE I EMERGENCY PLAN 1 - MAXIMUM OCCUPANCY IGN i V 41�yt� CHIMNEY MASONRY ROU H IN F AL CHIMNEY FACTORY BUILT ROU H IN FINAL WOOD STOVE ROUGH IN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THJIS DAT FOB.t e NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN 11-V ��----INSPEMTED BY FINAL COMDEV/CHRISJIWORDILETTERS200UFIREMARSHALIN ECTIONREPOR 11022001 YELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY office Use .GENERAL WSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: UP Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am an Notes: (518) 761-8256 Inspector's Initials NAME; /I-C) PERMIT LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: d h u-s iA�m RECHECK N/A YES i NO COMMENTS FootingsFPi-ers Monolithic Pour Form. Reinforcement in Place The contractor is responsible for providing protection fforn freezing for 48 hours following the placement of the concrete. Materials for this purpose on site 'FoundatioiLVallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In -,,,Tnsulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Arc Vent Framing-----)I, Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation t,2,3,hour Penetration Sealed Fire Wall 2,3,4-hour Firestopping_ L:\SueHemiiigway'@uilding.Codes.Inspection.FORMS\GFNERAL INSPECTION REPORT.doc O,/�sce Use.GENERAL INSPECTION �� Inspector: Town of Queensbury ! Ready at time: Dept. of Community Development Request received: l Z 7 i Meet: Building& Code Enforcement At time:—to 742 Bay Road Queensbury, NY 12804 ARRIVE (1 J am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials NAME: ( V c f�', {^ PERMIT# � LOCATION: ( � �, INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES j 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/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation e1 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 it Framing _ 7� Jack Stu slHeaders 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 GENERAL INSPECTION REPORT (-518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive NJ am/pm Depart_am/pin Inspector's Initials,Q&:-- NAME: Vtij I/W PERMIT# LOCATION: DATE: TYPE OF STRUCTURE: RECHECK N/A.YES NO COMMENTS FootingslPiers 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 FoundationMarripproofing_ 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- re4 Ceding 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_ 1 \ d GENERAL INSPEeTlONREPORT ( 518 ) 761-8256 Town of Queensbury - Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive sCS�" am/pm Depart m/pm Inspector's InitiaWM / r NAME: 4C PERMIT# 0 - 5 LOCATION: 3 c. ZG .-- DATE. 11 i dti 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/WaIlpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place i Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R J Walls R- f Gvli Ceiling R- �Jt i Duct work or piping in G4 G C. ✓"a' �2 unheated spaces R- Proper Vent,Attic Vent Frame 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 Job Truss Truss Type ty Ply Vasilou# 2 04 113 McEchron Ln 13670624 13MC-ECF�. T01 COMMON 1 1 (optional) Bellevue Builders Supply,Schenectady,NY 12306 4.201 SR1 s Jui 26 2002 MiTek Industries, Inc. Tue Aug 13 14:30:16 2002 Page 1 L=0.10.8 4 0-0 8-0.0 8-10-8 0-10-8 4-0-0 4-0-0 0-10-8 3x5 Scale=1:18.6 3 7.00 rl2 r 4 2 (j 5 1� 1 2x4= 2x4 r 8-0-0 8-0-0 LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) Well PLATES GRIP TCLL 50.0 Plates Increase 1.15 TC 0.33 Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.31 Vert(TL) -0.18 2-4 >500 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 4 n/a BCDL 10.0 Code BOCA/ANSI95 (Matrix) 1st LC LL Min 1/deft = 360 Weight:22 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=660/0-5-8,4=660/0-5-8 Max Harz 2=-80(load case 2) Max Uplift2=-160(load case 4),4=-160(load case 5) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=52,2-3=-519,3-4=-519,4-5=52 BOT CHORD 2-4=328 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 160 lb uplift'at joint 2 and 160 lb uplift at joint 4, 4)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard Af NE GA C}9 At r Q LU 4,,-08000, �? � ESStON�y August 15,2002 WARNING-Verify design parameters and READ NOTES ONTWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for on Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Brooing shown is for lateral support of Individual web members only.Addltk.�nal temporary biacing 10 Insure stability during construction Is the responsibility of the erector.Additional permanent blocing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and biocing,consult QST-38 Quality Standard,DSB-89 Bracing Specification,and HIR-91 M iTe1k° HQndling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofrio Drive,Madison,W153719. 682G q 200 144 244 � 7.14 '4'I' 0 2Q-0 284 (7 i (8)JO iN t5 w (4) TO I � )• 04 m oTA ' �� t5 1 M 11 .6 I T CT US S n '3 O•TO (4) TO . �0.0 2.0-0 2.0•D�2.0.6 2�6A 2.6-0 2-0A ,20 2-00, 2�A,2AA 2�0 •0� •6•� -0 2.OA 2.6.0 2.2.0� LL I i q 4 TND26 Han er _.-... .. z T. ... ... _ 4 O9 q .r f- 1144 §' 26.2A Be1ievue Builders SUDDIV .;71 Name:Michael J.Vasiliou, Soo ouanesbur R Atlaress Sc�en�Mctad Lot 13 Mcichron Lane ,NY'.' Job' ,.Tele ueensbu VasiliouMMCEc �piione:518�355.7190 , NY F g:518.355.1371 Telechone: Seale. l:99 Date:811212002. Drawn 8:RPF Job russ russ Type Oty Ply asiliou#82904 /13 Mc chron Ln 13670625 13MCECH� JT01GE GABLE 1, 1 {o tionaq e evue Builders upp y, chenectady,N 2306 4.201 SR1 sYJu 26 20 2 iTek ndustrbes,Inc: ue Aug 13 4;30;I, 2002 Page 1 4-0-0 0-10.8 —� 0-10-8 4-0-0 4-0-0 Sale=1:18.8 dxa= ' 4 7.00 12 2x4 II 2x4 It 5 3 t 6 2 1 2x4= zx4 I I 2xa I I zxa !I 2x4= B-a-n s-0-0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft PLATES GRIP. TOLL 50.0 Plates Increase 1.15 TC 0.09 Vert(LL) We - n/a M1120 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.02 Vert(TL) 0.00 1-2 >999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(TL) 0.00 6 n/a BCDL 10.0 Code BOCA/ANS195 (Matrix) let LC LL Min I/deft = 360 Weight: 27 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 2=25518-0-0,6=256/8-0.0,9=200/8-0-0, 10=310/8-0-0,8=310/8-0-0 Max Herz 2=-80(load case 2) Max Uplift2=-73(load case 4),6=-88(load case 5), 10=-100(load case 4),8=-99(load case 5) FORCES(lb)-First Load Case Only TOP CHORD 1-2=49,2-3=33,3-4=-102,4-5=-102,5-6=-91,6-7=49 BOT CHORD 2-10=25,9-10=25,8-9=25,6-8=25 WEBS 4-9=-163,3-10=-264,5-8=-264 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category it,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see M(Tek "Standard Gable End Detail" 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2-0-0 oc. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 73 Ile uplift at joint 2,88 lb uplift at joint 6, 100 Ile uplift at joint 10 and 99 Ile uplift at joint B. 7)This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard NEt�,r GA �,� R3 C3,Q r' IOc n w _ A tr 080fl��•� v � ESS1Q�' August 15,2002 A WARNING-Verffy drily.ps&—m-ters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Desion valid for use only with MITek connectors.This design Is based only upon parameters shown,and is for an Individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not-buss designer.Bracing shown is for lateral support of Individual web members only.Addulonat temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance i regarding fabrication,quality control,storage,delivery,erection and bracing,consult CST-88 Quality Standard,OSS-89 Bracing specification,and Hill 91 M iTek° Handling Installing and Bracing Recommendation available from Truss Plate Institute.583 D'Onohlo Ddve,Madison,Wi 53719. .�,.........,......�,,....R, o.-,i.,w-rrarcrnsnrure,xav�nourovave;rvraarsan,wr'asity: Job Truss Truss Type ty Ply Vast lou#B29048/ 13 McEchron Ln 1 13670635 13MCEC T06GR GIRDER BASE 2 3 I (optional) Bellevue Builders Supply,Schenectady,NY 1-2306 4.201 SR1 s Jul 26 2002 MiTek Industries,Inc. Tue Aug 13 14:30:25 2002 Page—1 1,-10 8 4-10-0 105-4 i 13-1-0 19-1" 22-6-12 28-2-0 33-0-0 2�:10 0-10-8 4-10-0 5-7-4 2-7-12 6-10-0 2-7-12 5-7-4 440-0 0-10-8 ji 6X6= 6X6 TRUSS DESIGNED TO SUPPORT THE LOAD GENERATED BY A TRIBUTARY AREA EQUAL TO 24 INCHES OF ROOF LOAD ONLY 6 9.00[-12 3X7"ZI U7 8 4X6 'Z 4X6 4X6 4 3X5 1 9 4X6'Z�- 3 10 45 r 4X5 2 12 17 16 15 14 13 5X10= 6X6= 6x8 M1120H= 6x6= 5x10 10-5-4 22-6-12 33-0-0 1 10.5-4 12-1-8 10-5-4 Plate OFs—ets--(X,Y): [2:0-1-8,0-2-01, [6.0-3-12,0-3-41,[7:0-3-12,0-3-4], [11:0-1-8,0-2-01, 114:0-3-0,0-3-121, [16:0-3-0,0-3-121 LOADING(psf) SPACING 2-0-0 CS1 DEFL in floc) Ildefl PLATES GRIP TCLL 180.0 Plates Increase 1.15 TC 0.59 --Ver-t(LL) -0.48 14 >811 M1120 197/144 TCDL 40,0 Lumber Increase 1.15 BC 0.57 Vert(TL) -0.51 14 >762 M1120H 1871143 BCLL 75.0 Rep Stress Incr NO WB 0.65 Horz(TL) 0.06 13 n/a BCDIL 30.0 Code BOCA/ANS195 (Matrix) 1st LC LL Min I/defl = 360 Weight:802 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F1.5E TOP CHORD sheathed or 6-0-0 cc purlins, except and verticals,and 2-0-0 cc BOT CHORD 2 X 8 SYP M 23 purlins(6.0-0 max.):6-7. WEBS 2 X 4 SPF Stud *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. 5-16 2 X 6 SPF 165OF 1.5E,3-14 2 X 6 SPF 165OF 1.5E 5-8 2 X 4 SPF 166OF 1.5E, 2-17 2 X 6 SYP SS 11-13 2 X 6 SYP SS,3-17 2 X 4 SYP No.3 THIS TRUSS IS DESIGNED FOR RESIDENTIAL USE ONLY! 10-13 2 X 4 SYP No.3 ., 30-LOAD IS ADEQUATE FOR ATTIC LIGHT STORAGE AREA AND/OR SLEEPING ROOMS ONLY! REACTIONS (lb/size) 1 7=10016/0-5-8, 1 3=10016/0-5-8 (30 PSF IS NOT ADEQUATE FOR A WATERBED LOAD,CORRIDORS,OR BASIC FLOOR AREA) Max Harz 17=-379(load case 2) Max Uplift17=-414(load case 4), 13=-339(load case 5) FORCES (lb)-First Load Case Only TOP CHORD 1-2=291, 2-3=-3096, 3-4=-10958,4-5=-10204,5-6=-6132,7-8.=-5132,8-9=-1 0204, 9-1 0=-1 0958, 10-11=-3096, 11-12=292, 6-7=-4999,2-17=-3073, 11-13=-3073 BOT CHORD 16-17=8325, 15-16=8163, 14-15=8163, 13-14=8325 WEBS 5-16=1192,8-14=1192, 5-18=-4291,B-18=-4291, 6-18=1314, 7-18=1314,3-16=-205,3-17=-9195, 10-14=-205, 10-13=-9196 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANS195 If end verticals or cantilevers exist,they are exposed to wind. If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3) Provide adequate drainage to prevent water ponding. 4)All plates are M1120 plates unless otherwise indicated. 5) Ceiling dead load(5.0 psf)on member(s).5-18,8-1 8 6) Bottom chord live load(30.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room. 14-16 of NjE 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 414 lb uplift at joint 17 and 339 lb uplift at joint 13. 8)This truss has been designed with ANSI/TPI 1-1995 criteria. 01 GA 9)3-ply truss to be connected together with 1 Od Common(.1 48"x3i") Nails as f6ilows: Top chords connected as follows:2 X 6-2 rows at 0-7-0 cc. Bottom chords connected as followi—.2 X 8=2 rows dt 0-9-0 cc. Webs connected as follows-2 X 4- 1 row at 0-9-0 cc,2 X 6-2 rows at 0-9-0 cc. 10) Design assumes 4x2 (flat orientation)purlins at cc spacing indicated,fastened to truss TC wl 2-10d nails. LU f" LOAD CASE(S) Standard N.N 080 lessio August 15,2002 WARNING-Verify design parameters and READ Nar—PS ON TWS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. AppitcabIfIty of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is tot lateral support of Individual web members only.Additional temporary bracing to Insure stablilty during construction is the responsibility of the erector,Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication,quality control.storage,delivery,erection and bracing,consult 4ST-38 Quality Standard,OSS-89 Bracing Specification.and RIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Oriofrio Drive,Madison,WI 53719. MiTek....— Job Truss Truss Type Qty Py -Vasillou#B29048/13 McEchron-'En '1 13670636 13MCECP- 'T06PI3 CAP TRUSS (optional) -Re—Ilevue Builders Supply, Schenectady,NY 12306 4.2-01 SRI s Jul 26 2002 MiTek Industries, Inc. Tue Aug 13 14:30:26-2-0-0-E—Page 1 3-5-0 1 6-10-0 3-5-0 3x5 3-5-0 Scale=1:16-5 3 SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 9.00[1-2 4 2 0 oa 2X4= 2X4 0-8-5 6-1-11 0-8-5 5-5-6 0-8-6 Plate Offsets(X,Y): [3:0-2-8,Edgel LOADING (psf) SPACING 2-0-0 CS1 DEFL in (loc) I/defl. PLATES GRIP TCLIL 50.0 Plates Increase 1.15 TC 0.13 --Vert(LL) n/a - n/a M1120 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.05 Vert(TL) -0.01 2-4 >999 SCILL 0.0 Rep Stress Incr YES W13 0.00 Horz(TL) 0.00 4 n/a BCDL 2.0 Code BOCAIANS195 1st LC LL Min I/defl = 360 Weight: 16 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (lb/size) 2=39110-3-8,4=391/0-3-8 Max Horz 2=-70(foad case 2) Max Uplift2=-108(load case 4),4=-108(load case 5) FORCES(Ib)-First Load Case Only TOP CHORD 1-2=15,2-3=-245,3-4=-245,4-5=15 BOTCHORD 2-4=190 NOTES 1)This truss has been checked for unbalanced loading conditions. 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 2.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANSI95 If end verticals or cantilevers exist,they are exposed to wind, If porches exist,they are not exposed to wind. The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 4) Provide mechanical connection (by others)of truss to bearing plate capable of withstanding 108 lb uplift at joint 2 and 108 lb uplift at joint 4. 5)This truss has been designed with ANSIITPI 1-1995 criteria. LOAD CASE(S) Standard NE 0a 0. ILL 080 SS1 August 15,2002 WARNING-Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. 0 Design valid for use only with MiTek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown for lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding tobilcatlon,quality control,storage,delivery,erection and bracing,consult QST-38 Quality Standard,OSB-89 Bracing Specification,and HIS-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onoftla Drive,Madison,W153719. MiTek 1-iiiw-0 -is mpg STANDARb PIGGYBACK TRUSS CONNECTION DETAIL . ST-PIGGY MITek Industries,Inc. 2 x x 6'41 SIZE TO MATCH AUGUST 16,2000 Page 1 of I TOP CHORD OF PIGGYBACK. A1ujjjP.HED TO ONE FACE OF TOP C HO M- WITH 2 ROWS OF 10d NAILS SPACED 6"O.C.AND STAGGERED PIGGYBACK TRUSS ATTACH PIGGYBACK TRUSS TO EACH PURLIN WITH 2-16d NAILS TO NAILED. ATTACH EACH PURLIN TO TOP Q)1P CHORD OF BASE TRUSS WITH ii 2-16d NAILS. P 7 BASE TRUSS SPACE PURLINS ACCORDING TO THE MAXIMUM SPACING ON THE TOP CHORD OF THE BASE TRUSS(SPACING NOT TO EXCEED 24-D.C.). ATTACH EACH PURLIN TO TOP CHORD OF BASE TRUSS WITH 2-16d NAILS. NOTE: FOR PIGGY BACK TRUSSES WITH SPANS<12: A PURLIN TO BE LOCATED SCAB MAY BE OMMITED PROVIDED THAT: AT EACH BASE TRUSS JOINT. ROOF SHEATHING TO BE CONTINUOUS OVER JOINT (SHEATHING TO OVERLAP MINIMUM 12"OVER JOINT) IF NO GAP EXISTS BETWEEN CAP TRUSS AND BASE TRUSS: REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS AS SHOWN,AND APPLY PURLINS TO LOWER EDGE OF BASE TRUSS TOP CHORD AT RECOMENDED SPACING SHOWN ABOVE. 1 6"x 6"x 1/2"PLYWOOD(or 7116"OSB) GUSSET EACH SIDE AT EACH BASE TRUSS JOINT. I—A ATTACH WITH 3-6d NAILS 1W-j �Mu INTO EACH CHORD FROM i. A�— EACH SIDE(TOTAL-12 NAILS) FOR LARGE CONCENTRATED LOADS APPLIED TO CAP TRUSS REQUIRING A VERTICAL WEB: VERTICAL WEB TO 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH MUST MATCH IN SIZE,GRADE,AND MUST LINE UP BOTTOM CHORD AS SHOWN IN DETAIL. OF PIGGYBACK 2) VERTICAL WEBS OF PIGGYBACK MUST RUN THROUGH BOTTOM CHORD SO THAT THERE IS FULL WOOD TO WOOD CONTACT BETWEEN WEB OF PIGGYBACK AND THE TOP CHORD OF THE BASE TRUSS. 3) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS. 4)ATTACH 2 x x 6'-0'SCAB TO EACH FACE OF TRUSS ASSEMBLY WITH 2 ROWS OF 10d NAILS AT 3-1 O.C.STAGGERED. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS.) 5) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 3700 LIBS((@1.15). REVIEW BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS GREATER THAN 3700 LBS. wAlwNr,-verify design parnaget.ry and READ jwms ON TBIS AND REVERSE SIDE BEFORE USE. Design valid lot use only with MITek connectors.This design Is based only upon parameters shown,and Is for an Individual building component to be Installed and loaded vertically. Applicability of design parameters and proper Incotpolotlon of component responsibility of building designer-not truss designer.Bracing shown Is lot lateral support of Individual web members only.Additional temporary bracing to Insure stability during construction Is the responsibility of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing.consult QST-38 Quality Standard,DSB-89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,$83 D'Onoltlo Drive,Madison,WI 53719, MiTek JobTTruss russ ype Qty Ply a iliou# 4 / c c ron Ln 13670637 13NICEG}-( � T06PBGR GIRDER CAP 2 3 ' (o tional) Bellevue Builders Supply,Schenectady,NY 12306 4.201 SR1 s Jnl 26 2002 MiTek Industries,Inc. Tue Aug 13 14:30:26 2002 Page,1 _t 3.5-0 6-10-0 3-5-0 3-5-0 3x5= Scale=1:16.5 3 _ SEE MiTek STANDARD PIGGYBACK TRUSS CONNECTION DETAIL FOR CONNECTION TO BASE TRUSS 9.00 12 r 1 4 2 5' T. v Q ao {• 2X4= 2X4= � f 0.8-5 6-1-11 (^_,__6-10-0 , 0-8-5 5.5-6 '•.,� 0-8-5 Plate Offsets(X,YT [3:0-2-8,Edgel LOADING fpsf) SPACING 2-0-0 CSI DEFL in floc) I/defl PLATES GRIP TCLL 180.0 Plates Increase 1.15 TC 0,19 VertfLL}" n/a n/a M1120 197/144 TCDL 40.0 Lumber Increase 1.15 BC 0.05 -Vert(TL) -0.00 2-4 >999 i BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(TL) 0.00 4 n/a- BCDL 2.0 Code BOCA/ANSI95 1st LC LL_Min I/defl = 360 Weight:48 lb LUMBER °' `BRACING L } TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 6-0.0 oc purlihs. BOT CHORD 2 X 4 SPF 165OF 1.5E BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. f REACTIONS (lb/size), 2=1 40710-3-8,4=1407/0-3-8 TRUSS DESIGNED TO.SUPPORT THE_LOA6 GENERATED BY A Max Harz 2=-70(laad,case 2) TRIBUTARY AREA EQUAL T0-26'INCHES OF ROOF LOAD ONLY. Max Upiift2=-108(load.case 4),4=-108(Ioad-case 5) FORCES (lb)-First Load Case Only r TOP CHORD 1-2=56,2-3=-897,3-4---897,4-5=50 BOT CHORD 2-4=696 NOTES 1)This truss has been checked for unbalanced loading conditions. ' 2)This truss has been designed for the wind loads generated by 90 mph winds at 30 ft above ground level,using 5.0 psf top chord dead load and 2.0 psf bottom chord dead load,in the gable end roof zone on an occupancy category 11,condition I enclosed building,with exposure C ASCE 7-95 per BOCA/ANS195 if end verticals or cantilevers exist,they are exposed to wind. if porches exist,they are not exposed to wind: The lumber DOL increase is 1.33,and the plate grip increase is 1.33 3)The bottom chord dead load shown is sufficient only to cover'the truss weight itself and does�not allow for any additional load to be added to the bottom chord. 4) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding:108 Ib.uplift at joint 2 and 108 lb uplift at joint 4. 5)This truss has been designed with ANSI/TPI 171995 criteria. 6)3-ply truss to be connected together with 1 Od Common(.148"x3")Nails as follows: Top chords connected as follows:2 X 4-2 rows at 0-7-0 oc. Bottom chords connected as follows:2 X 4-.1 row at 0-9-0 oc. LOAD CASES) Standard NE �* G' 0 fu fi�,yA°0800% Qd�'ESgio� A ugust 15,2002 AWARMNG-Verify design parameters and READ NOTES ON TffiS AND REVERSE SIDE BEFORE USE. Design valid for use only with Miek connectors.This design Is based only upon parameters shown,and is for an'indlvddual building component to be Installed and Sanded veitkaity, Applicability of design parameters and proper Incorporation of component Is responsibility of building designer-not truss designer.Bracing shown Is for lateral support of individual web members only.Additional temporary bracing to Insure stablilty during construction Is the responsibillty of the erector.Additional permanent bracing of the overall structure Is the responsibility of the building designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult GST-9a Quality standard,DSB-a9 Bracing Specification,and HIB-91 �� Handling Installing and Bracing Recommendation avallable from Truss Plate institute,583 D'Onotllo Drive,Madison,WI 53719. Offike Use GENERAL INSPECTION REPORT Inspect CT4�, Town of Queensbury Ready at time.. Alt-1- Dept. of Community Development Request received. Meet: 4:]/I Building& Code Enforcement At time: 742 Bay Road Queensburj; AT 12804 ARRIVE�Nf am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials.DAL— NAME: h 4W,6 4— PERMIT# J7 e,71 rc4A,;,-e— 1��11 LOCATION. INSPECT ON(date): ke% TYPE OF STRUCTURE: Y .5f 70 V 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/Danipproofing— Backfill Approval Plumbing Under Stab 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- ,RiepRE,X,ent,Attic Vent xamuN61 red.. Jack Studs/Headers Bracing/Bridgig— 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:\SueHemiiigway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT-doe office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time. Dept. of Community Development Request received.- t l Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials U t ou ��NAME: PERMIT. 2'oo 2 3 LOCATION: 13 INSPECT ON(date): _�! j _ �' 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/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 R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent }(Framing I 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 Plirestoppin L\SueffeTnitigwaylBuildiiig.Codes.Inspection.FORMS\GEI\IERAL INSPECTION REPORT.doo Office Use GENERAL INSPECTION REPORT Inspector i 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 2 L-t-ra pna PT?100 am Notes: (518) 761-8256 Inspector's Ini NAME: PERMIT# LOCATION: McE—C"P-00 qko 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/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 R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Fra F-k-T0t-3e- 3RT4 JackStuds/Headers Bracing/Bridgig Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier. Fire Separation 1,2,3,hour PenetrationSealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.r,ORMS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT I Inspector: Town of Queensbury Ready at time:. Dept. of Community Development Request received, Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPART amlpm Notes: (518) 761-8256 Inspector's Initials NAME: A PERMIT# LOCATION; 641INSPECT ON(date): 171A 2- TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Pi6rs 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 Foundatiori/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-lxk_ Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in . unheated spaces R- oper Ve c nt- /Frraziffig N - — / , Jack Studs—[Headers A14,1 C-1j," BracingfBridgmig— Joist Hangers /* Jack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour___, Firesto pping— L:\SueHemiiigway'Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office 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 Notes: Queensbu?}; NY 12804 ARRIVE IJJ'Iramlpm: DEPART am/pm No (518) 761-8256 Inspector's Initials NAME: PERM IT`#0r—? W-6w 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 fi-orn freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place FoundatioivDampproofing_ Backfill Approval Plumbing Under Slab Pi ents in Place-- Rou PI Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls Ceiling R- Duct work or piping in . unheated spaces R- j%'I Pro Ve Attic Vent 74 ra Jack Stud Z. 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 Firestoppmg_ �,Ie, L:\SueHemiiigway\Buildiiig.Codes.Inspection.FORMSkGENERAL INSPECTION REPORTA00 AU Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready attime: Dept. of Community Development Request received: et: Building& Code Enforcement un 742 Bay Road Queensbury, AT 12804 ARRIVE—amlpm: DEPART A", am/pm Note (518) 761-8256 Inspector's Initials 3R'Cl I NAME: VCZ7 ''�—CF u PERMIT# LOCATION: INSPECT ON(date): 1011U16� 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/Dampproofing— Backfill Approval Plumbing Under Slab lambingVenrenl,,in Place eag%b In_ Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in 6 15 unheated spaces R- Prro e Vvgep-a-f*,A'ttic Vent Fran g J"aWStuds/Headers Bracing/Bridging cr—(e-6-76-6— 9 t DC,IIJ62 Ar Joist Hangers — Jack/ Posts/Main Beam, Abl,531i—oABm-xier- Penetration Sealed"I'll" our Fire Wall 2,3,4 hour 414&f ww(S 6-f-p-f Firestopping_ L:\Suel4einingway\]3uilding.Codes.Inspection.FORMSkGENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: 61 1�6 Meet: Building& Code Enforcement ' At time: 742 Bay Road /� Queensbur}; NY 12804 ARRIVE am/pm: DEPAR < y am/pm Notes: (518) 761-8256 Inspector's Initials NAME: U(26t. 1 10l4 PERMIT# 2-60 2-- LOCATION: W f? hqc,�f M, INSPECT ON(date): 1 7 TYPE OF STRUCTURE: OY RECHECK N/A YES 'QO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fiom freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/D ampproofing 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 y 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 fj`x-ce Use 1-T',,TSP:ECT1QT--Z l�POIRO-rr Inspector: Town of Queensbury Ready at time: �Dqpt- of Community Developmen-f .Request o-2 Meet: -Ruilclhn�g &z Coclf--—77nlbrcernexit ime: 742 -Hqy-Rc?acl Notes: Queensbu.-y, IVY 12804 ��ap Inspector:'ady Meet. un,� Notes: ;,,nl 2- -D-E�' [N (-518) 761-8256 Inspec tor's _Tniti ZS 2-0-0 LOCATION: Lyi r 3 c-,2---c-/A' INSPECT 0hI (date): C7/3-CT-/0 2— P/-71 -rYPI3 OF Srp-UC'rUR-E: cJ R-F-CIIF-CK N/A ly-:ES -D-TC) COMM TS 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 FoixndatiorL/Wallpour P-einforceinent in Place Fou-Tidatiori/E)arnpproc3f-mg_ Cl/ Back fill Approval Plumbing Under Slab Plumbing'\,renVVents in Place P-ax3:gh Plumbing_ Heating R-6ugh-In Insulation Fouidation Walls Interior P-- Fouldation Walls Exterior I;-'- Floo.I,\ ELI- Walls Ceilill Duct Mark or piping in "Ved spaces Proper Vk,.,,kttic Vent rarning 1,3 Jack Sis/Headers tc Bracin�ridg A C Joist Hers Jack PcyMain Bearn % Air InfiltrO Barrier Fire, Sepank, 1, 2, 3, hour penetratiO133led Fire Wall 24 hour Firestopp L. g Cod s.Inspection.PORMS GENERAL INSPECTION R-EPOP-Mdoc �D \A 41 TOWN OF QUEEKSBURY BUXUDXNG &-�CODE ENVORCEMENY 74Z Ba_y R"act MY 124304 C5.18) -761-82-565 SEP-"C DISPOSAU SYSYEM YMSPEC-FION N a mL-- Loca -ti on Date 0 - -.,-q?*Per-mI -t SOXIL TYPE: Sand- Loam-Cla_y- Resul -ts o-F Pe-r-cola-tiors Tes-t- ( 1 -F applicable ) Ra-t-e--MInu-t-e-/jnch TYPE OP SYS'TEM= ABSORPTION FXEED : Total Length Length of:' each trench Depth o-F trenches Size o-F stone SEEPAGE PI-US : Number- Size - -F7t X -F-t Stone size PIPING: S 1 z.te Type BIdg - to Tank- Tank- to Dist _ Box Dist - Box to Fie-ld/PI -t Openings Sieale-d ?- - Yes No Partial t-OCA'TXOf%,/SE.PARA-rxojms : Founda-tion to Tank -F L--e--t Founda -tian -to Absovp -t-jan -Feat Separation oV Pi is -Fee-t Con-Fo-rms as per Plo-t Plan Yes No t-OCA-UXON OF SYSTEM ON PROPERTY -- ( ci r-cl en one ) Front - Rear - Le-Ft Side - Right Side Middle Front - Middle Rea t- COMMEN-IrS z SYSTEM USE APPROVED = YES Ar-r-iucecf= M D C--P a T-t;4ed VO r II i 4J 4J 1 O � � � ( a 4- 4--4- w d` V \ N4 Z IY Its ° = W r �, 4J ro h c W p y. U 0 r CL ,a 00 W Z, ?-I � NI 4J.r 0 0 u L i. } °° 4J cr) 0 !3 O W y 0 4J 4J Hv x IZ a +J p ,� cr �`I �' d ro 1: \ � 0 WO Q 0 C U x 0 ut r» 4- '0 H U„ �„� I � °�I I 0 � � N � +a X r, H C 0 4J Nor 1 S» � I I tom ' c . 0 W .0 U LL J q* 0 Ri vr'�M U c (v N� 1 t Y ° r�� 0 0 4- A.� � � � � G. � � z cn a. c0� � � oro4 +J � 0Cr �1 �' F■f ro 0 4�W o W a} W orb - , 0 f- .�. V) 0ccc (00c (DO c �, H0 �N 0x \ 000 OW v 4- w � 04-W .. 44 (gym n 41p41 Ea () I � � I_ 4J CIO C 00 I o � cH ro. Q P r. 0 IX 4J. N °� O ro E H 0Z W 0 ro o� W 0 08J 0)� 0 C H 0).,1 41 c ct jt,0� r W ` f � W > � I E U H it (A4-4UlCaNWNOC 'OF: 0WU � CU 0 ro 0 ro 0 0 Ir- m 0 0°r W 'r H r-• a 0 ' 0 t1y { , � ra000N00 0 �� • C ITS V . 169 Haviland Road, Queensbury,NY 12804 Phone-518-745-4400 Fax -518-792-8511 RECEIVE December 24, 2002 Mr. Glenn Bruso DR 2 4 20o2 Job#46143 New York State Dept. of Health TOWN OF QUEENSBURY 77 Mohican Street BUILD1Ni;AND CODE Glens Falls,NY 12801 RE: Lot#13 —Mark&Diane McDonnell, purchasers Emerald Grove.Subdivision- Queensbury(T) Dear Glen: This letter is to inform you that I inspected the completed septic system for the house on Lot#13 in the Emerald Grove Subdivision on August 31 and September 9, 2002. The house being constructed on this lot is a 4 bedroom house. The septic system as installed consists of a 1,250 gallon septic tank and 216 lineal feet of absorption trench. The installation conforms with the requirements of the approved subdivision design drawings. Please call me if you'have any questions or concerns. Si erely, Thomas W.Nace, P.E. cc: w ave Hat�iEn, Town cif Queens ury -Michael-Vasiliou jolfm OB&ICA) ri 7 a q07 0 ri W w a ZOTJ 13 1 N� 2/ ,� o2 f9 �)if fi1� i 7 0 r 00, a all 4J a, � >) 4- 4- 4- to m W low u P; a W r 4- Go , - d. .c ' H � n� D W d d 0 •r V _) N geU +'W p N I 41 cc E r -P 4) #t- CL zW � 1 a)- E or0 0U vX CL a 0) v1 f On 19 j 0 m 0 Q} ' I � N o� 1 u x 0 Or•Z 4- �� Or-•I N U 0 0 IO.0 i t; 4 legtit Soo I x w . c c 4 0 0 4- ao r V) 'A c r. m c c (v 0 \ � M u V' 0 4" or. 0 0 UI �r+r•r Rl'! 0 ajL 04.W 4J 0CC Cri b I P 0.0 G. .O 0 I41 0H (0,0 ' W 0 0 DJ J WQMP01% 41CHC�.� +� 0 � � � �Sy..� �, -0 � ark ME u +�{) /H� u► 4'A`. Jc�{ (cM /ay N W N OLIv C U► 06 � z0c�+� � ro 0 111 \/i �+r`f W�1 W Y1+r W 'r 'p H �+ (a+r. Y/ � CL V) Office 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, IVY 12804 ARRIVE am/pm. DEPART --9 am/pm Notes: c� (518) 761-8256 Inspector's Initials�J NAME: ��`7 L L—L 0'� PERMIT# LOCATION: ub I �1� -- tt 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. Mat tials for this purpose on site Fo dation/Wallpour infordement in Place _ oundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing VentlVents 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 mi unheated spaces R- 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\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office 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 opt% --*' I Queensbury, AT 12804 ARRIVE amlpm: DEPART, (5amlpm Notes: (518) 761-8256 Inspector's Initials-�� NAME: L,4�7 ( 60 PERMIT# 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 Rejfiforcoment in Place F/unda ti o n/1)ampp,ro o fing_ s,Aackfill 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 Bearn Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L,.\SueHemiiigway\Building.Codes.-Tnspection.FORMS\GENERAI,INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury �y Ready at time: Dept. of Community Development Request received: a � d Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, 1T 12804 ARRIVE am/pm: DEPART 2" am/pni Notes: (518) 761-8256 Inspector's.Initials NAME: PERMIT## � � �� LOCATION:—.4�43 / �'' e L,YZ3AN INSPECT ON(date): d TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS ootings/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/D ampproofmg 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/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:\SueHemingwaylBuilding.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc l to . . .a Co , l ll Z r ` 00 8 L aw. "I have seen or Observed, Or believe l saw fences,evidence etc., at, all Objects such as hawses, wells,trees, -„ am.resent that I have �� shown an this document. l also set forth an the diagram, ED personally measured the distances .SUN 2 6 2002 DATE i OWN OF QUEENSRt3RY 1GNATURE BUILDWG ANQ CODE V � pS N06'38'00'E /✓;!. R=275.00 137.50' f r✓",,�,N L43.24' 78.45 137,50, r;,r Jf r ` i{r r �✓f �, ' r •,{ % t /, !Jr f •rf,t '.aye rj•` : ,rrJ, r•j j'ra r .Ja•.;'J ref `r, Jr`. ti', Jff ' tl,,:rrr ri{J,r' \'v`' ti '� `;f Jr'�rt. i`✓'! ..;r r''• f r' fr 1415 ��f{i i 12 f ✓/` -;,� !✓`'`'rr;r :''��''i' f`'f 31,853 sq,ftr r`''!'r`'r' 39t,88 5 .ft. f` r%`.f q;:;� ✓; '✓'✓ 31,810 sgrftr ;J,,�'r ff;J ,rrl•';' � .0' 0 acres;, ;✓rfr' ` Jr •' ✓ 0,73 acres f% 0.73 acres ` 44,428 sgrft, V f . 1.02 acres G / r. �r F• r' ,rfr � .{✓r;'�i n r'ff;; frf. ✓;j fr✓!✓ ', r ` y`� ✓/{rr' :t, f f''r' . fir{rrj j;•lI �::� %rrf f'r;rr✓1 rffr?,,'✓j!' !` f ','r ,'L^�7/ 7""}� ,-r�-r-jr{r•r,r'7'+'^�''rfr fJ r ,rr J r,'✓:' f?%:`rJ rr rr ri! ; r ---�`r'` 'r✓`:�^^.--r i'r. T!_—r:,f.rr .....w !;.,r.{',:♦r!; /,%✓r,I Jrr I !fr r fr'r'f`.•'f': f,j r I! . 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J •f r f r'`f'; !r, i : I / I ' f✓I : ✓rr`,r !r j ' !f r I I'J r` f>j J/ I 1 l,!f ! t , rri,r, ;. rrr! f rl;%r! : ',.,r r✓rrr`✓> : J,`:j i r 'f J✓ '': /✓f r rf,r'r`'rj%✓� ; /r r,r rrr ft fr ; f,' :f %r{rr'r r'r .!, .'! /I'/%'f ;?Jr`fr/!r /rl r'j`/,'' f '! /rf +/',.•'f✓r!:' ;'f`' J'✓f' �j ; Jf✓`j',J r r r ' r. r , r 'r'r'i f✓; r f, / ;!f r , f', , r ; r J r r f, , r. %fr Jfr,r:,.: •rri J/i J,'I/;r.•'' ,r J , , ,I till", r !rf rr i f r''fr r r / ✓; f,rr ! % / ff r •,rfr r r i ,. !rr rJ !r,`�r, rf✓J j + j✓f' ✓ `f` J,?! i ✓l j:'r r , r r, , � ,f r,Jl ,+ /r J rr ;';!f'r'`r'`a'r'rf' ' r rfr ; ;''.✓!.'r r r rI f`rf�f't': <//` 'j'?f ri fr rrJ f , 'r r J r J r r / r l /r r / ' .'r"f•'''r✓,'Jt ! /Jff;r; ;'rrr,t ..,✓iffffrrj!%!.''frf ir',.•r' 'r f`f`/ f r r r",'r✓{rrrf✓,: r,:rlf{'�r,?, ;.Ifr'i?f'!' fi'r''?'ff;:rr ,✓r'r'✓r: ,J fJ r ✓r r r r jr' :r J r Jr J , ; ✓, J !f r �+yh'r ,',f f: ! . ✓r .Jrff f;r rrf`fr%/f f `{/✓ f!{r r Vr ,frf'✓•rf rJf'f'rrjf`l'fft'!,/r''r/f`�,f `ff:' J ff'•,r'f r',! r �" i.i f r' rr; r r ;:f f ,f %,'i r aJ:' 'Irt7f'WV j'`r'`f f'I ; j' r 'j'rrfrrr f,';rtr;r rr f J f I!!, , J✓/ /r , r , J J 1' 6 5: ; , f, r ` + r r'r'✓? / r `f J f,!✓,''J:f; , r .'':r.'rrr J/j:'',''f'r/f /Jj'.' rrf{✓J i? r j /rrr f';?f`r r✓'i'`✓! r J r+,r; �' :f�!/ %ffr `j'{/J r f f !' /Jj/ r,r , ,rr+ r ✓r!'/f r';: r r , ; : i'r'f' r J! :'! !r / J f r' f !r'r / t i rri,rf JJ'J'i .';'f r,r'f,f f f J/rJ!Jr'!rfr!.,/ ! ! ,{ J fr f /f r,r'/,i,/ f'f ✓.' r r f f,J,+ . ?r'; ? /i r` r r �/; !'r'/ ✓ + j r/rj ,•', j !`,''f;r' f /f r /:!! : f! ! :'I !/ , S06'45'59w PHEASANT LK SUBDIVISION v C S TION TWO) F z c- oo c z 21 20 � ry LANDS OEO ifs �'° LANDS OF, ZWYENDU �R c � 1 WALTON rn M