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2004-954 �f TOWN F UE E Y l� O Q NSBUR 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20040954 Date. Issued: Wednesday, November 07, 2007 This is to certify that work requested to be done as shown by Permit Number P20040954 has been completed. Location: 10 HILLSIDE Dr Tax Map Number. 523400-295-010-0001-018-000-0000 Owner. RICHARD AIELLO Applicant: JACOB SABO This structure maybe occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040954 App ca 'on Number. A20040954 Tax Map No: 523400-295-010-0001-018-000-0000 Permission is hereby granted to: JACOB SABO For property located at: 10 HILLSIDE Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot p and other info tion hereto filed and approved and in compliance with the NYS Uniform Build'Buildii# and the Queens Zoning Ordinance. Type of Cons on Value Owner Address: RICHARD AIELLO 1344 CLANVERWIE Rd Fireplace Garage- ars Attached MIDDLEBURGH,NY 1212 0 Single mily Dwelling $500,000.00 Tota alue $500,000.00 r's N e/Address E ctrical Inspection Agency Contractor o/ruilde Plans &Specifications 2004-954 JACOB SABO 3671 SQ FT SINGLE FAMI Y/DELLING $523.72 ._,_PERMIT FEE PAID- THIS PERMIT EXPIRES: Tuesday,April 22, 2008 (If a longerperiod 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 Vaqnsburpi Friday,April 22,2005 SIGNED BY ( �'' for the Town of Queensbury. Director of Building&Ct3de E rcement TOWN OF QUEENSBURY 121 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040954 Application Number: A20040954 Tax Map No: 523400-295-010-0001-018-000-0000 Permission is hereby granted to: JACOB SABO For property located at: 10 HILLSIDE Dr 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: RICHARD AIELLO 1344 CLANVERWIE Rd Fireplace MIDDLEBURGH, NY 12122-0000 Garage-2 Cars Attached Single Family Dwelling $500,000.00 Total Value $500,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-954 JACOB SABO 3671 SQ FT SINGLE FAMILY DWELLING $523.72 PERMIT FEE PAID -THIS PERMIT EXPIRES: Sunday,April 22, 2007 (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 To of Q ensb �, F i a A 122, 2005 SIGNED BY /��lf for the Town of Queensbury. Director of Building&Code Enforcement TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040954 Application Number: A20040954 Tax Map No: 523400-295-010-0001-018-000-0000 Permission is hereby granted to: RTCT-TARD ATRT,T,n For property located at: 10 HILLSIDE Dr in the Town of Queensbury,to construct or place at the above location i i accordance with application together with plot plans and other information hereto filed and approved and in compliance-svith the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. iType of Construction Value Owner Address: RICHARD AIELLO 1344 CLANVERWIE Rd GaragFireplace MIDDLEBURGH, NY 12122-0000 Single -2 ily d s Attached Single Family Dwelling $500,000.00 Total Value $500,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-954 3671 SQ FT SINGLE FAMILY DWELLING $523.72 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, April 22, 2006 (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 Queensbury; Friday,April 22, 2005 SIGNED BY for the Town of Queensbury. Director of Building od nforcement Building Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY i (518)761.8256 i A permit must be obtained before beginning construction. Permit File No. o No inspection will be made until applicant has received a Fee Paid $ valid building permit. A11 applicants' spaces on this Rae.Fee Paid $ application must be completed and must appear on the Reviewed B . application form. Applicant: T4e-vb S A� Owner: �HE Address: � ✓+ TA5r5�r Address: J,)_),N; Nall . NY Phone#(Me) t1194- Z-'Y Phone#(�) - ,796- oc>oo C&e-C. Property Location: Lot Number: ±l 2 l House Number Subdivision Name: 5c_r. Tl� Tax Map Number: ". Nw Building: rosiden commercial 'Estimated Market Value of Construction: $ S-��,,. o Addition: residence/ commercial If an Addition,what will use of new addition be? 0 Alteration: residence! commercial ;o No change to exterior size: residence/com'1 10 Other work(describe ) I Check occupancylnformation 1 Floor 2° Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Single h=fly dwelling. 2 Z 7-7 3 G / 0 Two family dwelling 0 Townhouse co Multifamily dwelling #of units 0 Office a Mercantile 0 Manufacturia • 0 1 car detached prage 0 2 oar detached eme 0 3 car detached go .. O 1 oar x tach*d garage 2 car allached pmgo 0 3 car attached garage a Storage building- commercial 0 Storage building- residential o Other What is the proposed height of the structure, ?�?feet inches Will any second-hand or ungraded lumber be used? If so,for what? X/o Type of Heating System: electric/ oil / woo /forcA�hof / baseboard/other: zo Number of Firenlageg to be installed _�. Number of Woodstohg}s to be installed List below the person(i)responsible for supervision of work as regards to building codes: - Y Name Address- Phone Number Builder iTT z.>Y�" = �i�!'/aN v 737-�,�� &3 70 Plumber A-N,v ,z, 71 Mason IBlectrician -ems o f P e P-2 b V.,n5ti Z&o-eglo tom: please signbelow after you have carefhlly 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 promises and that all piovisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner, Further,it is understood that Tlwe shall submit,prior to a Certlfidate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or actor of Building and Codes,an js Built Survey,by a licensed surveyor;drawn to scale,showing actual location of all n ustruction. 7 Signature,"` s -_ owner,ownos's agent,architect,contractor _A� Check Residential Plan Review: One&Two Family Dwellings J�-- Y/N/N/A ( -Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size oor Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space Above/Below grade,5.7 sq.,ft. Grade,5.0 sq.ft. 24"(h)x 20"(w)min. 44"Max.Height above floor /Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofmg/Waterproofing Materials On Plans Foundation Drainage On Plans,if required 6"Drop in 10'Exterior Grade taming Cross Section For Each Roof Line,Vertical Fire Stopping Every 10'Where Required Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls Platforms At Exterior Doors Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise S ' al Not Allowed From 2 Id Story 114 Smoke Detectors Battery Backup and Proper Location Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas VIGarage Fire Separation arage Floor Sloped Attic Access oof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Application for Permit--Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: ........................................................-....................,......................... .........�...... 1 Office Use Location of installation: / /���/�i�e �,z► G _ t File Permit No. ( � S, Tax Map No.-LL10 —/-/ ��� S A-bo Fee Paid (owner's Name: .. Address:,52 V1 )144 f j/9alfl 7 2, INSTALLER'S NAME : ;�-)4Gvz 5W9 0 PHONE NO. 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House No. of Bedrooms x Commutation = Total Daily Flow 1980 or older x 150 galtbdrm - 1980— 1991 x 130 gallbdrm — 1991—present 44 x 110 gandrm - Garbage Grinder Installed yes,�, ! no Spa or Hot Tub Installed yes .1 no 4: PARCEL INFORMATION: (circle applicable information&indicate measurements) jqno l at me_ oun e a 1 sa at w at depth at what depth al Rolling cam meet .feet we Steep slope clay well; water supply slope other from any septic-system depth; absorpttori is 00 ft,. other 7. Percolation Test: (To be complefed by.licensed professional engineer or architect) .� Rate: minute per inch 5. ? PROPOSED SYSTEM: Eor 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 fib. Septic Tank- gallon(min.size 1,000 gal) Tile Field: each trench � O. ft; Total System Length,. f t. Seepage Pit(s): number of size of each. ,�, by ft: Size of Stone to be used: # a? / depth or thickness feet Bed System Size: x Alternative System: length andlor size ? 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each:__ gAllons !TQ'i.ACppu�x�y: -gallaiis �� — Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. ., 'T 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements o the Town of Oue=bury Sanitary Sewage Disposal Ordinance, S gnature of responsible person Date ' ;'I'awti of tllt:ctci�i�In:i•y ` St, wons and Srwilj;c I)isti osnl (:Irapitm. Avi)-mull x C: r • 1 A11 SORIA'`I'ION Is'II;SI.0I.) SI�.I'11Ii.1�1'I'lWl� E�Frt�t.J'(Itt�i�l IIti�S'I: • , . r , Mrlr. r���•��I•••rlrr•� 'Vr♦.r• . "y powb r �+ I 1 .� �rr.•y rem M.� • brit rY. ram•'`•, r � r N • �yaCXiO'tY�t 1 • . •.e•rils!'rw Mr�r,,,n�,..rr 1•�"' � • -�„�y,...rwlllll'r� er•e+�. • e r - r 7. SIC rZ,A." t3I &Il4romiLknQli Ivor.mr is;s.xsuz r r Fire Marshal's Office Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances Date , 20 �" Permit No. °J � - q 5 Application is hereby made to"the Building&.Codes Office for the issuance of a Building and Use Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to pei fbrrn 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 Fireplace insert _ Address: 1110 `01J11"'m .Y� ', , I-Al ke k,n lI l'-'� Fireplace, factory-built: wood (gas Fireplace, masonry: wood gas Furnace: wood gas oil Phone: �4 G)m 2 1V 5_>, If non-masonary applicance, please provide r � Manufacturer Name: Owner: Address: Model Number: Chimney Information Y. (circle appropriate words Phone: (ci ) Masonry block brick stone Flue tile steel size: inches i � +, ll Exact Address: •-• ,�.f,�_ r�-� ,1��'r , of construction or installation Factory-Built Manufacturer name: Model Number: _ Note: Listed By: Number: Construction IInstallation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple wall / Insulated / Direct venting Chimney Liner i Ca,�rbiex-'ter D�,p�z�eut--2'® sae of Q►�x�en�bizz'�, ,�V'e�-Yoz�.�x— -- rir•e Marshal Code# $Collected $Refunded Received fi•ona (refunded tol),_' �.�fC( ; jr-t_. )r _ 00 address:A 173 3389 (190) Public Safety ,_ A 233 2655 (230)Minor Sales `� _ ,✓ White(Applicant) / Green(Fire Marshal) / Yellow(Bldg.Dept.) / fink&Goldenrod(Cashier's Dept.) Queensbury Building & Code Enforcement _ Residential Final Inspection Office No.(518)761-8256 Arrive: am/p Depart:2L- am/pm Date Inspection request received: Inspector's Initials: NAME: „ PERMIT#: LOCATION: DATE: TYPE OF STRUCTU Comments Yes No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade �` A� Interior privacy/trim/doors/main entrance 36 inches `�— Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Batte backu : Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp, 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required ` Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] l L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: (� NAME: LOCATION: PERMIT#: — Final Survey Plot Plan Aimroved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been: Craig Brown, Zoning Administrator Notes: L:\SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc CAPPED IRON ROD FOUND 0.95'NORTH OF CORNET ui / i IRON ROD FOUND NORM OF OF CORNER —- CAPPED IRON s 79e11'10w E IRON ROO ROD FOUND 150.00, FOUND 3 3 N07U PROBABLE LANDS OF WILLIAM THREW ACCORDING TO RECORD INFORMATION PERFORMED IN SEPTEMBER, 2004. AND FIELD EVIDENCE FOUND. NOW OR FORMERLY f) FIELD SURVEY NOW OR FORMERLY LANDS OF C LANDS OF DAMES E. WALKER, Jr. & ROSEMARY A. WALKER 2 SUB.ECT 7i7 A 10 FOOT W1D£ EASEMENT TOPERMIT QUEENSBURY LAND CONSERVANCY, INC. PROPERTY LINE AS DESCRIBED THE SUPPLY OF CABLE 7ELEWSION, ELECTRIC CURRENT Z IN DEED TO QUEENSBURY LAND cu LIBER 1018, PAGE 72 AND INSTALLATION AND MAINTANANCE OF TELEPHONES; LIBER 1370, PAGE 71 CONSERVANCY, INC. AS DESCRIBED IN DEED AT USER 1404, PAGE 160. (LIBER 1370 AT PAGE 71) 24 WHITE3 PINE _ CIA MAP: 295.06-1— 1 TAX MAP: 295.00-1-8.2 W WIRE FENCE p _ 3) SUBJECT TO RESTRICTIVE COVENANTS CONTAINED IN w 1/p DECLARATION OF RESTRICTIVE COVENANTS MADE 8Y ix -A 2 p ao WILUAM E. THREW WHICH WAS RECORDED IN THE a WOODED N ctpp WARREN COUNTY CLERKS OFFICE ON NOVEMBER 2 4 1988 /N LIBER 732 OF DEEDS AT PAGE 91. REMAINS OF OLD X y WIRE FENCE ON 4) SUB.ECT TO ANY OTHER FACT$ THAT MAY BE GROUND 1 REVEALED FROM AN UP—To—DATE 717LE REPORT OR ABS77?ACT OF TITLE 5) 774E TVIW OF QUEENSBURY WILL NOT PROWDE MUNICIPAL WATER FOR USE ABOVE ELEVAn0N 550 FEET ABOVE SEA LEVEL AS RECITED IN CAPPED IRON LIBER 1404 OF DEEDS AT PAGE 160. ROO FOUND 241 N I/WR E FENCE PINE CAPPED IRON STONE WALL 6) ONLY COPIES MADE FROM THE ORIGINAL OF THIS SURVEY ; ROD SET STONE WALL CDCDCD i '_ IRON ROD o w r e r w r 1?00 FOUND FOUND I MAP W H/C�RS SMAREAL AND BEARING TH AN ORIGINAL SURVEYORS S 79 0100E 306.33 S 79 1110 E 148.73 IRON ROD FOUND —�• 1 -i ORIGINAL SIGNATURE /N RED INK, SHALL BE CONSIDERED 1.5'SOUTHWEST LOG TO BE VALID AND TRUE COPIES OF CORNER 1 LEAN-TO S+ z �2 7) UNAUTHORIZED ALTEM77ON OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL IS \\\ W WOODED 43� A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF \\ THE NEW YORK STATE EDUCATION LAW. a CAPPED IRON \\ o CLEAR/NC ROD SET NCASED AC ISLE: PED. j O P LMHT g, _ ELECTRIC v p LANDS OF / A O ELEC. TRANSFORMER O Q METER iRICHARD AIELLO 5.75 ACRES PROPANE DRIVEWAY N I � TAX MAP: 295 f0-1-18 Ci ! �O obi 2 N ra`MAPLE O C�' .� .• rt d 28`aVt ,' �° 2 4, Q. V7 W ti/ .. '.QP 14'OAK 14'MAPLE WOODED Q s 'K 1 6 N a3 N m ^'' CAPPED IRON IRON ROD r= ROD SET O N ��Ac}' oZ1 a FOUND ZQ` r MAPLE ,r MAPLE CLEARING 3 a 340.p4' w000ED % 40 W m CAPPED IRON ROD SET J N 79101100w W 361.73' IRON ROD a IRON ROD FOUND � / FOUND a 18 1.3'SOUTH OF CORNETT / NOW OR FORMERLY e� LANDS OF 13 14 �O MATTHEW J. do M. EUZABE7H MONTESI ONOW OR FORMERLY a LIBER 1133, PAGE 102 NOW OR FORMERLY LANDS OF �ry TAX MAP: 295 10-1-19 LANDS OF RALPH L. BARRY, Ill do WEND GRAY I JOHN F. do CHRIS77ANNE M. STROUGH LIBER 1071, PAGE 17 I LIBER 882, PAGE 308 :NVW FRAME HOUSE ` TAX MAP: 295.10-1-17 10' WIDE EASEMENT co TAX MAP: 295.10-1-13 1 FOR UTIL177ES (SEE NOTE,P2) Q IRON ROD PAVED FOUND UllUTY CLUSTER CtTp MAP REFERENCES DRIV£WAr �� 10• •/(ELEC., TELE.. CABLE) / CAPPED IRON ROD SET 1) MAP ENTITLED: MAP OF STCNECYROFT — SECTION Ill 12'CUP A SU80IVTSlON MADE FOR WILUAM THREW, MADE BY FIRE VAN DUSEN & STEWS, LAND SURVEYORS, DATED L=40.00' HYDRANr MARCH 23, 1988, REVISED JUNE 29, 19W AND FILED DEED REFERENCE R=70.00' IN THE WARREN COUNTY CLERK'S OFFICE ON OCTOBER 20, 1988, IN PLAT CAB. A, SLIDE 76. "GMIE DOLLY do DONNA DOLLY ' TO 2)MAP ENTITLED: 'MAP OF SECTION T w — STONECROIFT RICHARD AIELLO MAP REWWONS A SUBDIV190N FOR WILUAM THREW, MADE BY DW AUGUST 17, 2004 J�' �1 1) OCTOBER 18, 2007 TO SHOW LOCATION OF SITE IMPROVEMENTS VAN DUSEN do STEWS, LAND SURVEYORS, DATED RCD. SEP7E7NBER 7. 2004 ` DECEMBER 31. 1986, AND FILED IN THE WARREN 4k _ I 2) OCTOBER 30, 2007 TO SHOW DISTANCES FROM LOG HOUSE 70 PROPERTY LINES COUNTY CLERK'S OFFICE ON MARCH 24, 1987, LIBER 1404, PAGE 160 Q �; IN PUT CABI a SLIDE 57. .��� • .:.. • NE z� SURVEY& MAP BY MAP OF A SURVEY OF LANDS OF 3)MAP ENTITLED: 'MAP MADE FOR JAMES WALKER, \ ��o u' MADE BY VAN DUSEN & STEWS, LAND SURVEYORS \ �/ Gj`� �i P DANALD L P1�dV, s^. RICHARD AIELLO DATED DECEMBER 14, 2001 AND FILED /N THE / WARREN COUNTY CLERK'S OF 7CL= ON SEPT. 30, 2002 �O ; �../ i� LICENSED LAND SURVEM IN PLAT CAB 8, SLIDE 204 // �� N.Y.S LICENSE'NO. 50372 ��/ ® n � ' BEING LOT 19 OF S7i7NEAROFT — SECTION X 16 MICHAEL ROAD TAX MAP REFERENCE €� 050 3�}"L '� FORT EDWARD, NEW YORK 12828 SfTUA TED IN SEC77ON 295.10, BLOCK 1, PARCEL 18 TONIV O1F GUMMURY, WARMN C"TY. NEW YOW ZA SCALE 1 - 50 T-;iPIEWBER 7, 2004 0-156—R2 Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518)761-8256 Arrive: am/pm Depart: `G fam/pm Date Inspection request received: Inspector's Initials: C� A NAME: PERMIT#: 1 --T- LOCATION: DATE: -� TYPE OF STRUCTURE: Comments Ye No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more �(� Guard at deck,porches 36 inches or more V � Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches y` iC Interior Handrails stairs 2 or more risers v Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Y I I Gas Valve shut-off exposed/regulat0r.18 inches above grade Interior privacy/trim/doors/main entrance 36 inches JAI � '`L Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety 1 zin �---- Interior Smoke De ctors: Every level: Every Bedr om: Outside every bedroo/Battery a: Inter Connected: backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s . ft.vents Bathroom Fans,if no window Plumbing fixtures bor Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below grade . Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required ` Flood Plain Certification,if required \1 Okay to issue C/C or C/O [Temporary/Permanent] L:\Building&Codes Forms�Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc Queensbury Building & Code Enforcement - Residential Final Inspect on Office No. (518)761-8256 Arrive: am/pm Depart:' am/p J Date Inspection request received: _ Inspector's Initials: NAME: PERMIT#: LOCATION: DATE: TYPE OF STRUCTURE: r Comments Ye No N/A Building Number/Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade 1Q1 Guard at stairwell at 34 inches or more � �.6-771 - Guard at deck,porchoinches or mQre a at Termination at Newell Post or Wall ` lS� y _ —V��`"'Z In-ter' nor at to s 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet a�4 6 inch clearance to sill late _ e�-l. Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom- Outside every bedroom ea: Inter Connected: i Batteg backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . ft,150 s .ft.vents � Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s .ft. Emergency egress below 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 Low water shut-off boiler Relief Valve(s)installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%:"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour CIre door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Z Final Survey Plot Plan As Built Septic S stem/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/® [Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc Queensbury Building & Code Enforcement - Residential Final jal Inspection Office No.(518)761-8256 Arrive: am/pm De, art: ll L '7A, am/pm Date Inspection request received: _ Inspector's Initials: _d p4.4 C NAME: PERMIT#: L 1 LOCATION: ( Q L-L�! F� DATE: _ TYPE OF STRUCTURE: Comments Y _ AIA Chimney Ht.,/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios ` Guard at stairwell at 34 in, or more �� �- Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors ) Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum Grade away from foundation 6 in. with 10 ft. Handrail Termination at Newell Post or Waller r. 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade � v Gas Furnace shut-off within 30 ft.or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety laz'n Interior Smoke Detec is: Every level: V / Eve Bedyfiom: Outside every bedroom are . �// Inter Connected: / Batter backu : Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures 4 Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched _ Garage fireproofing/'/<hour fire door/door closer i Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft,150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification, if required Oka to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Insvection Forins\Res. Final Insp. form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL ERTIFICATE - ELECTRICAL APPROVAL Permit No.. � .Cert. 84894 Cut-in Card No..................................... ........................... Owner.............. !...... ................................................................ ............. �.... .............. Location.. ...1`114 A.��.e...Zia.............................. 1 � ..y.............. .......... .. ............. Installation Consisting of. ...........................f..� ....7........� �........_ ... /_ftj-roltr .P.... �Gi ............................................................................... ............................... . . . ....... . ... InstalledBy...... ...............G%4�L............... ........................................Lic.No................................................ The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of ma ' g inspections at any time, and if its rules are violated,the Company shall have the right to rev ke is ertificat Date.... :..v9. 6..�,�.............. INSPECTOR... ............................... ^............................ Framing/ Firestopping Inspection Report Office No. (518) 761-8256 - Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:7Zj\AA:7-'-am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: • NAME: PERMIT#: �A- LOCATION: INSPECT ON: TYPE OF STRUCTURE: jr -_- - - -- -= Y N N/A 4 f COMMENTS Framing------ Attic Access 22"x 30"minimum Jack Studs I Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams ,, n Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. v��✓ Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls _Metal Strapping Strapping for Notches Top Plate 1 %z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall �d��- `` �i��`��� Fire separation 1,2,3 hour Fire wall 2 3 4 hour < =: iresto m gam,--- Penetration sealed - 16 inch insulation in cavity min. Garage Fire Separation .House side ''/z inch or 5/8 inch Type X Garage side 5/8 inch_Type X - Ceilin wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade 41S 3VG =117H :QV:'4T-P. :hP47 SR"ItIEL SY:t}Ss-%R. (C6-8756-JAKZ SABC • MOSo90:; Top cord 2Y O S? S3 JnnsE R'PAlR zz---94131 (35?10l2-3O5I Bo: cnord 2x=O S� SS Sense :32 2x4 SDIF _1�R2: -�> 314" hD a drilled :hrojgh battom chord Webs 2z4 SFF Stud 314` HOLE VAv BE k-AiLY CR(LL V THROUGA TIE BOTYM-1 CHORD WER= SHTJN. TV' DRAWING IS FOR RE%AER I'J:ORM.AT-CV OILY (IF A PRE;'IOJSLY EHGINFIRED 71,,E Ha-ES PJST MEET IL_ CRADI:ti,� RULES nOR SOIIT:ifRV PIKE L_74BER. DESIGN. SEE DRAHIE;G FOP. TgUSS DESK-)+ INFOR-AT(O11 NO' SAR-K 5.�.:.E.,i'cAR 2002. GIVING .5IG3eFIC=LICE 10 SEZ EGI 3CO ARD PARAGRAPH OR TH15 DRAWING- 311_-He HD`_€ MIST RE AT LEA51 :i,.•G" FR034 AhY U'rAER KNOT OP. CUMBER DEFECT 'd:7z;JUT A REGRACING OF THE PIECE AI(:JrZR iH= NEE) FOR REPA"R. NO iEPA1R i£DUIREC. RECEIVED (11JR 2 b 7007 _ I TOWN UI- Uui:CI\10b JRY BUILDING AND CODE i .. 1+4 i6.0-0 i a 1 3/4- ticle c-illed in bottom chord 13',4' from left end (�. 11-�.-8 _ ,I___ 5-0-0 _I_ 11-4•a 1'J-O-= 3-10-? Q 3•lr-3 i� 10-i-5 27-9-0 Over 2 Suppartz R-4012 1=160 H'^.51 R-43 7 U•-'1 c PLT TYP. 20 Game FS,Wa:•e TPI Design Crit: TPT_-1995r5T0, 7.12. j' :1 pIY/ f7i-t-J F Scale =.2"=Ft. rRtss z_Pr;IR Tt LL 55.5 PS �G9 ;= QEF R027- 24591 �PO!L I�lUSS:L mr4r;u_ru.Ly►va_w.4a r-i-v.-La ur i.R,l:r;•rxgi �+ ' +� > > `71,� TE DL 10.0 PcF DATE 03 f21/O7 .c r•C IrrslY:_I r[- t�n!r., Ik Suti csis r•r,r ws?Ir sotut:ux s uI tstw 6•r:1,u 11-MY+.,o viaalc. WV,.i kor.:39;k ,;:twg. Ic -tc.ssl.l. •C'J BC DL 10. J Pjr ,r RW �uusn��7 oJo�to-ro +tarot s xls.=rotietla;.r.ca snu;.ank:I !� r 4t us-tc-Eo-bCl:Iru•E• !fl LtJ ALA I Nt I5 FIDI ow ve mos rx_slearo: su,_o.,e,nkrra in. ZWMIU[a Lr I'L 6C 1 L 0. P5F h10 ES1S 5L f 5LS' Z - N J 1i1 •'I :Ili OC::J It Yq Ii�CJ51 d1 N:Y II"k:'syi_I, pP I:Ao;], } Z;•,I+ 1:P.. ram, :n UI:S Ur.•a ba rxr:ll: Intl r0 r113lI J7:11?tT(r "III I7_a. �O • 51 GA1, V� TC J_LC. 85.5 PSF $E!<PJ• 13355 OrWBwA _ y r"O.'[n In,� IIu•: x•.w=rct.al• IPucrCeFa•r.�!a. I=A_I-II.0I.-P.Uxttl' ��yr,s$tO�Q�► D°P_FitC. =_14 F&OK MS Q - C:nsirP'hrG .-.S VOL`ina gr.r%IL.s5is-9 WfiN:ItE•ut_W.11 0 ak,rvs:�Y. :A!IWI. r Aa•_ `C '• Earih City,%fo'Il S] -.1.�I<II• I�r vi+a.s•.,et b.rn n..:•ntiu at:fa:ir.Eu•:n ns:w:�:ae. t 5' LI.io ?4 1. aREF 1T5;;a27_Z'Jl ri;S L••0 MEI'RRED=ACN 5=?3T ILUES o DVAS:Z 1-1 :A3ri1171E 3T -B9L Mra. (06-975 -JAKE WO - YC50?36} Top ;hors 2x10 SP SS Ctrtse REPAIR ROV-S4'31 (ei:1C1205) got chart 200 SP SS Delse :87 2;s SPF 011;2: '-> 3le" We drilled throu;• bottom -hcrd ?JeDS 2x4 SAF Stud ' 31"' :•1DL; It.Y BE NLd.7Lr D,AIL: ED THRCLG3 THE BOTTOM CHORD AHERE S:URN, THE DRAM-NG 1S FUR P•EPk1R ?0FOEI.4411M OI?2LY 9F A PREVIrWLY EWNEERED THE HOLES •TFSST MCEr 31L G:TAHNO RULES FOR SOUTHERN PINE LUMB_3, :vES)GN. SCE ORI3I1(h_ DRA411NG FOR TRUSS �'z5I.i11 T` ORMA:14.I( NOT SHCON S.P.I.B-,YEAR 2002, Gl'-r1VS SIGNIFICAR'_E TO SECTION 303 AND PMRAGRAP11 ON THIS CP.A)IIHG, a=1.1,11: 1;'JLE MUST BE t` ;.EAST 1'0" FW3 AW OTEER KhAT OR LUMBER DE::ECr b'ITHr,,WA AMP-1r10 OF -F- PIECE A!lD{0R TFFE R_EC cOR REPAIR- <11 REP=?R 3EWERE1. EC !` � ._� [T-T, 2 TOM,4 ur glut_ Y T BUILDING AN-t 7- -� r P I t 1 ) I I � c`\ ` 3/4" hole drilled Fn bottom chord 5' from :,ft end "D a1 lR 10 D-5 3-10-3 3-+0-3 1 27-S-0 Over 2 SL}paris -- l FL 4042 Lu10U I,d=5.p" •180 '4-5.:" •E3r PLT TYQ. 20 Gauge HS,1•iave TPI Des'crr Cr1t: TFI-'_995 STG 7.12. q Y ;1 W'r+-f: -j-f-fF Scale —.2'/Ft. TRUSS REPAIR L9 -C L_- 9r_5 PSr REF F-.;?!-- 24641 o.r;:ro sg;,stts Y.Q OF i.:[+:,LTL:C9•r1; Ir OrIMM-III r)-rN-n=OV•::i i /07 t.BILI;V a I P..LR, IN�:FSEi "I PL=0+,t.I I;1:s"..stye �`' 4 7 'i i C D_ ls.D P I 7 umtox.O r[.rD:)•,0 jimm:, I=lj%.I Mu;u'I-L o•rsrs 4m r+;[s+I+: n uj BC D_ 10.0 PSi VWLIS r►ov OrIOHo:r.%=c:anw a Ra7:rr%jI[Ir,, rIICrCI:Rr. �• �i DRW hrP]SaC2: rro8o-f o x n IS YI:m uul rnt lr-s rasto:•:a •,n Lt•I>IIC c-itar.,F. ca+s:C:rxs �^ BC L= D_0 PSF Ion-Ef'+G 51 j, J r,LP cvrsr nr r.a,x.tr Ts-wit].ri•)�s-nwF.-,I RI:DH :Y. M!:uun. � Min 1 x ,F.r sot•,u .'[IhAS nr.n)Lc 1r).ne Mi a I,NSL IWIuFs o: I•I -ma , 615k+� �►� OT.:D. c�.5 P$i SE0N` _33a5 ]9 s •+T rumen Rrrnr III- t+ Id I►.FC Mttw3CI_Z:t,N.A ui+fv1:. A.:w.Ur::O'u1'iu•at,-. l�►�' _ moe�ir r,�Ca+alponcrssOroaAhraJ %LC�aSl�j a' BUR.FAC. ].i5 FROM MSEen11CiIp.A(06S4ti n:n.Itr sa.C-a.. I,•-sxs ro:r; s+ r"r sw u-I._ }•M•tir, a mw. i sN;t:y,rr ur lrYrl!i•Mi 6dM T:-CMD AS Ik:Iar22_, •F is P w:t,. SPAC]h G 24.0" JR EF- 1 T511927 Z0! ShIS Cxc enFP%aw rgOn capwjlt 1s?ff (La1RS AaIHErISMS) SMIJIM0 37'RUSS nfR. � (05-87S8-dAirV- SABO • *S2906) Tea chord 2x30 SP 55 Dense �" z pinte(s) ra ulr-e spetf5l positioning. Refer is scaled plate o Doi chord 2=10 SP SS Dense :82 2x4 5PF ,f1�,d2: plo! details for s�atiaf posi3foning requlrLrPnts. N Yebs 21c4 SPF Stud O 90 n;h Sind. 15.Oi ft mean bgt. ASCE 7-9a. CLOSED Bldg, Laczted o calculated borSzoRtal ieflettlan is 9.2S" dee to live load and 0.08' anyubare 1n rnof, CAT 11. EXP C. W nd TC 0L--�.0 psf, wind BC due _a dead lo-A. psi. III LIEU OF STP41CTURAL P rZLS OR RIGID CEILLUG USE 9URLIRS: Coliz:•-C1e braced with contlnsous lateral br,Cing at 24" OC. or r1g1d L� CHORD SPAC,''!SI1N OC) ST.RT(FT) E11D(F7) ceiling. FC 37 -1.95 11.37 L`' c�1 TC 24 1L.37 16.38 DC attic room floor loading: !L - 40,00 pSf; M = SAO pSf; from �7 TC 37 16.38 29.711 5-10•a to 21-10-a. o ac 33 9.29 13.80 A OC oa 9195 17.80 Deflection meets 1-j360 live and L1240 total land. BG $B 13.6B 27.45 r ' Truss designed for unbalanced snow load using 0.00 windward � 1OX103 LOXIO= factor and 1.60 leewrd factor. 1 Cr : 3U6 ID 3X69 I B2 1O t- 3XS= 2X6 UI 70 - la- -1 a IMilk 4X12("r*) 1.' 7; -4 4XI?_(xk) IQ 12X1" � C rn '' 15-b-O Lr ' F+ CD 3X3111 H0710- 1 DX10 (T 4Xs'CA1)ez 4%8(Al)= NX10= 3X31N u o, Cr _11 0-3 'I`S-aQ-3 -1 10-0-5 27-9-13 Over 2 Sunnorts R-4042 0-180 41 5.5" R= 11 U 80 W=5.5" { c„ ?LT TYP, ?Z Gouge HS 1'Id%re TPI De51bn Cri t: TPI-1995(STUD 7.12 r -15 MY -11:- - IF Scale 'W RH[Hc-"TRuvh eauae Icmlre car nl rrfalt+vxx. 11•aPtlnY, sntrraaa.;rnaLaay znn avauL' G T- LL 65.5 PSF `;IZF R027-- 94131 Win la Ievr I•a![idL"1RG CM r1n11 RrCrA JIMI H11tW_•.11aILI1"In er n1 111 1-Wr elll"ANlr.bat ,D s n•mans"o•.. wnc aoo,a•CHM.10 aA.IT1 ufa„rrp rSGo 71aaf MAUL CC a:ITR1 Wall rwr[YUst ill. r� MMIGIL vs slrs'3)M Wfly911WITJon1ARTd M?eMThTit1,nsrcTluna. -t tty1 r 1 41,1r7. 1 aG y TC DL 10.0 PSF NTE 175jF.a/06' O rar[.Ilse 5111L1 1141r r CDT A"AcIC.7 RVOINIA1 rated olio MTT9n L1191W WILL 111M A PAtPLLIV,l:.ufa ["I MCI!e[IL1up,C"I } Ill 6C DL 10.0 PSF 3RV) WORM 46130-12 Ra1HPapTAHT�k1usRmoLca9 P Vatcrim in ve aw4i.TryR fourp a m. nlsld 1w11Kaln /I ��r p --• RRIOVS. M. VIAM na IC afSM4%IL•L"RY air711Ct I'M lilts arlltal rA;k(Wlt M auyII LaC .�1 �� � �1 BC IL 0.0 I'.]F �:o-rNca S1.S ISI-5 ALPi (E puss III cowny rlc1•la 1rs: 0ANIRIIA 11G,1"alrl:lr.snlrrl•a, mHLL11ea voll"C ur rA;irs. V *Uiry ctermiis aaTa-Ltanf r*or{pCs al nos pap-(0111"Ji 1rra.IT rsL6U+AD TPI. -Mp[c1 f tV roilir"WL 11-"C•a•,=w 1a/1a3atrG O.HfSRI ALIH X=Otr.06 1a(Cu Ly.IIII.r.SLLI.1lIrL, 0"T fCZ �'8�1Fa TOT-1-0- $5.5 PSF SEOM• 13355 , >_ ,I AM III[AGa rrAf ar'It=011, 1nlKL 9TICW.lL INVOW W TIFI!KI yr.14f113✓WQ GAWIMI T u z, A•r Inwerla,1 n1 pwa LrrzaLra ar Iss"ai.a!rim al Kit,.:a1, w11.[a1j t[".r. •Ir¢a = I n] ouamo morures acmTsrt ur ru9usrmu.ysllecRseG lesr„tsrs/,,In NICLtlCV:1[fWN msrR�Ar 1✓y- C�y \'�� UUR.FAC. I-15 ROM 14S_ A = "dd f'C.w'ti,flw'1 enlLr Sanl". I'll sW rnitur Alp ur-S!m1a ea/o.rn rr�av aylLolan 1.ilia u�latglslLln u.nL Si - GvulC:4,u+3 (14s eultolll o[tivlu'r[n resTrr[l sr<.r_ SPACING 24.0" OR IF• 1SX302?_Z04 ,b�uRlocZA-- --- •- - , u A i -s NI5 Dltt PA'e7ACO (A01/rorvulm tKPUr Imes L 011IEf1Slur51 s10Ii1= 09 ltm%VVIL. I � ;06-8756-JAKE SARO - MOSO9063 N To chord 2xlO SP SS Oense C r' -- 2 Q I Hot chard 2x10 SP SS dense :62 2x4 $P.= 11 z: 2 DO'.-I TRUSSES aEQU1RED I Webs 2x4 SPF Stud 'calling Schedule: '12d totnrzGn_(0.'[48'r.3.25'.Jsln.}_nails) N Top Chord: 1 Raw %N-00" 0.c_ O i (**} 2 pinte(S) retltftre special posil•:aning, Refer to scaled plate Bot Chord: L Raw Z-12.00' o.c, v i ^' plot details for specfal poSltloning ragaslenlents. 11Ltbs 1 Row Q 4" O.C. Use equal spacing 5atween rows and stagger nails �- s i�- 90 mph wind- IS-00 ft mean hgt. ASC£ 7-98. CtOSEO h13g, Located to each `ow to avoid 5plittin9• A gnyvhe"t 111 r0af, CA: IT, EXP C. wind TC OL-5.0 psf, Hlnd BC DL S.0 psf. Trusses to he spatad at 36-Y OC maximum, 'C_ v . c'L IN LIEU OF STRUCTIJRA PANELS aR R1810 CEILING USE MLPIS: Collar-tie braced xlth cval:•rluous lateral 5rae:•ng at 24" OC. 0 00RD SPACIfIG(IN aq START((FT) CND(FT) � ` TC go -1.95 11.37 DeT)?ctirn meets 11.1360 live and Lt240 total l d- TC 24 11.37 16.38 E- :t 96 16.38 29.70 8G 120 D.29 13,08 1 BC 120 9.95 17.80 10X10- 10%10� tr ! BC 120 43 AB 27.46 ID c BC att%c roam floor :0ading: LE - 40.0 psf: OL - 5.00 ;psf; frog 3X6- 3 6= 5-10-8 to 21-10-8. I Truss designed for unbalanced snav load using 0-00 wiatxard 10 (- US- 02 2,c11 -'1 l0 �y Lartor and 1 .50 leeward factor, (-- . I � I2XZA 10- -1 4X12 III 7" .4 4X17_(**J 111 lZ 144#� c 01 ' tr 16-0.0 Lr _ cc I Moe HOTLOM 10X10- 4X8(A1)= LC 418(A1) 3X3111 3X311 s u r � 27 9 0 Over 2 Suppvpts E - I1-4-8 L 5-0-0 -1_,• 11-4-8 J 10•F,-3 '1 3-10-3 3-10-3 T 10-0-5 R-6063 11-180 W=5.5' R=1i07i U-180 Y.S.511 ' 1 dI C\1 N C,� FLT T1P. 20 gauge HS.hraVe Tr': 0es1gii Crit: :v(-1945 STD 7.12, k ;1 NY - 1 -f- F Scale -:2' Ft. 1-uhAll/SS••:rrnnte ntul•s T:.-StS LA+t in MUCcAflat. NnIOLIRO, Tnuny,IAIrA1Ll.c 4m sNAl ru:. /ys rr I.trrl TO NLIJ t-Ol 17a1tW00 ftZMAMT TFOCTF IYTNwL�,fUKrf+Su CT:7r tIAPSI flu[lnarTYIC,4AS `/ . LL 6 5.5 P¢ REF R027-• 94132 O'ONQ a17 R.,Butt 2P71 NADtSv.yr TS:ITT AllNiCA MIX CBUSS IOLOCJS at/N.tl[A,meY b-.,pRIM tM 4 sAllimN,NJ LlT:/I toll SAlttf rLL-17Ct1 Form to. ,TPTIi rxuC Faxrltatl. 6Nrni amcTrs L:Pttlr.P. 1 � * � C Dt 10.0 PSF DATE 05110106 -IF fNa0*IA•.L 1 AVf racrlaLf i T- to 91"Lra4L PJIALS ASO Ch"tt•WON SULL WE A FOMt[7]Arluilln s6+:RrttRB_ x d-u' OL 10.0 PSF DRW 1 1 " Al1SR42?06170•22 IHPORtASIr-rutini 1ALMF`Jr 11a%94%M IO till 1M1q.1,Yrrvl oIIT Cftr. Pi pimp LMINFNIO 51.$J$Ls I z16&1WGT►.ERG HULL-4-1;N1ynCOIL[Fat,ANY t(YiATIIn Fpan UIS oCBTt1e rill FAMUM T+.7alV Till += :cs ALPT`Ic alas In clnr.'n,L'1+orn TFr; at rmltcATCNa.Il.Ra1s1,yurrtic.MJALLlk I VIAL11[s auLlt 3 LL 0.0 P$.F MO-EEG l. _ N -. ,dale"COl 61?dvnn AllT.l[AtLC PaMl 11101 N aT/N&n bU:Of Will SRC,rr ALIOAI .0 CPT. AM 1K /. p-f _ rt11YlC'(41#L-AM"WE 6T 44r%DSIOLa LL.11lsMl ASIK Q%l134ML 46116 1..1W.SI GLL'. LtR15. J.Plf fop �1 TOT.LU. 85.5 PSF SUN- ,13361 � :UTcl to IAQ fAtf Or raY3 Aa. 01FML dIRE1111S1 latcta ON rill.ICB1ta.wllft0u PM btANtMC_.L11 1. till 'f/ ANY tNLPCOr la-rIAT[T ral L6lOa T ll)91ALL BE PrR a,rp•wS at FFI L-ryaF Y[.S. •{Cal an n,.a A)*--ED-ttRdPt�•• Ina tuuulb twlt'.VZs uTsl-lam all I&M1117011FL IOONSttAIIO:11,rmS101tlry 141L*rap.lit Mu17'ZOLYI �Q;= LV+}QL DGA.FAC. 1.15 FRD14 M$,;_-- -- -1 1CI M0 5 '-ZIQf I—— tu'AJXTAWLITF Iw w t er Full FANMAMT Fag ANT aurLFLtL 1%Ill USMnStat.1TC 01 111: n c, „ - tY. Lar1Cl4 1eit.c.nY-911w1IIT,.A- SPACING 36.0 JREF- 1Sn30i7-.04 _ to • tJ � s IH(S GRG FRC24M FROM COMFITIes 111LVI (MUS A UtNEOMOSl 97a;.1M0 or 11at5S Kr(1- (G6-8758-JAKi S,,Ba ed5o3o6) � To chord 7x7a SP SS Dens* 90 mph wind, ISM It mean r9C, ASLE 7-98. CLUSEn bldg. Located C Rnt chord ex10 SP SS Oellsa anywhere in roof. CAT I, EXP C, wind :z 0L-5.11 psP, wind RC OL-5.0 K . wetI5 Zr.4 5PF Stud p5F. C / Girder subparts 3-0-0 span to TCj3C split one face end 2-0-6 -pan to Lit LIEU dF STRUCTURAL PANELS C:R R(GID CEILII(G LSE PURLIN5: TC/DC split anpasite face- MK MI SPAC(OG(III ;C) START(fF) END(FT) 7 -1. 5 11.37 I•- t Deflection, meets 14.t360 11-re and Lj£40 total load, 7C 24 11137 16.'S Z 7C 75 16.38 29.70 - See DWGS A33030EC2103, GOILCTIN1103, Z GSLORSTC110 6; 120 0.29 77.45 4 •L11 for wore requirezerc6• Q i "o 4k8(R)16 4X8(A)4/ Cl 10 F- f 1 "1 10 r SX9ab � eXa� 10- -1 � 4 L i13 0 4X=�31)= I2X14-= 4X5(Alj a o I 27-9-0 aver 2 Su!>ports '1 ` R 250 PLF U-15 PLC N-13.1G-e R-ZZG PLF U-13 PLF W=13-1'1-8 c Note, All Plates Are 1-5X4 Except Al: Shad*.. OF PLT "P. Male TPI Des; r, Cr1t: TPI-i295 STD 7.12 0 •2 NY1- 1 If._ -'F Scale =-.2" Ft. w H inN+soothe L oom riorm t o I.ra1RLLAGN. 11.X%11G,SL SIIIPPIntt,IAy µHaft AMD 11=110. r /• -- 94133 ^Q(11 to YC117�5 CUI1N WHIT 116 CO , .L• ►LIY IWORNTISNI. 111a0 3l 10%lraDl MOO` IT rNL/1N N tl:1 l TC LL 65.5 PSF RFF ROZ7 f� .anam LO DL._10fr raa.MD111114.10'401 MO VILA M1tl1b L1UIS"UNLtL ar"W06 On [UrL,aC1L L- 1'Wsm,YI IPM FCR NNll/r PEarrILM 7!4GN To acuoullw nrf Enron. nras nmuuisc t"urctt", TC QL 10 0 ?SF DATE 05/IV jU6 G jar CIRND SINLL WE PD1PrN l AlllL�S.MCIl4161 PAAbI AND NAI.'1L1[Nina Saatl 1 .6PWPI.T AIIAcKa � `� AWU CULIAC. L1( CIAZ BC DL 10.0 PSF r DRW P1O M027 06110-IE ^INPORTk11T'�^_oRrrsL r.CDaY t<PUS T01LGv,p,�L INLIAILAI�'G Ca7tacTtq, h1a•IK utclaaA:o 11q nM=75_INC. will,MbrltOCENRS--ay14..UUl,trdLUtPWMI=1.0SIMI ARCIILtIiCvu"1L7rot �j P �• UC LL D.0 PS° NO-ENO SL/3LS ALP1.1E Iw,S r11 GMrm LLVL iota roll aMlN trd l"0.dAlalinr_t-r(MA,INSTLL1111:A Plan or U11WS. Flaa11a u01DM1 cn POOL lcnwt TNoersslNLDr r.At InAIwMu Dcs>cAte,tT+SLAA)JlD TII, ALrrnC y i�,i SEQN- 133G3 REV.tC"Ittra1 MAIM Arl 11164 GP lU126 I".taJll[TI,.ITN ALS1 6aplt/rIM M X1US1 SM1. IISc1. APRT O, TOT.LD- 85.5 PSi • PLLTrI.fD 1418 r.=d 01131 MU. tmr15 C09MIJa WWII tll W1 Refill.Past11 W eEft nNul,GI LGt4-r_ Q . PtT In1h NI!K r1AT11 NOLIGNLD Nr III MLL IE OCR A M A7 K.=41-rat!ICL.U. TGL an m,l �l„1. am"nLtcAttt LStc,•i1Na lit PKlLLSI'� .umtru%,slsratmit(Tv faCa•I-J.IN1s>«-n-uv {11Q16t &AIM vino. 111 sljq,GR(TT Ara DLc r. MOO,LwM400 MET. wt XMQT.D rS.IIL i1PP1917LLLLY DI On -- F 1ALPINLolslutnMLrwslrtrc I a[s-t. SPACIUG ZA.U" dk1EF- ISS!30Z7_ZU. i A s NIS UMa x4EPAM FROM COMPUTS Mur (LbAS L 0IMMICKS) !16HfRL0 B7:AUSS MFR. T JOC-8755 r]A?4 SAN - tJ50906) ! top chord 230 SPF 1102 90 mph Nind. 15.00 ft mean WE. ASGE 7-90. CLOSE`? b1dp, Located C Sot chard 2�r 5PF i/;r2 anywhere In roof, CAT II. LXP c- wfnd TC M-5.0 psf, ►rind 0C DL-S.0'. i !Refer to DUG 7MACRA1I03 or PIG-FAM 1103 for Pi99Yback i�ialls. psf. C ` Deflection =eet:s L/MU live and L/240 total load- C ` i Truss destined for u{zbalanced stew load using 0.3C windward fact--r and �, s 1.50 leeward factor. Cc i a o r : Cy l - r � s I 3X4� c 30 30 4 ' N 1-1 -19 f✓ V a lJf a U 2X6(131)an a L.-I-10-7-_,j I_s-10-7 1_1-10 7 ,I - I �-5-0-01 Over 3 Supports - JZ=22 U-WD W-3.5' i R`199 PLF Um48 PLF X=3-11-14 � t C CV PLY TYP. Wave PT ueSi n Cri:: FP1-1S5fi STD 7.12. Wf'r6� :19 Scale -.4" Ft. M ":A�7L arA 11311S.c.W=.r.VQ uat th WtW taw hslGtl.a. 9 TPl"Ne-as-taro aq(n-M-0. �jr 7C L L Q5.5 PSF f- K7raSo009 I-05 tlrrLLl•ILr�.Mlif M11"IT 7t7 Wi0Y7•NII(-WIP671P1 T111JE9M1 IYITItult.T11A G REF .1027-- 94__4 0•[OanIO Dr.. SI1tIt a"a-Ya�aIAA,Ot{II711 YID Tti- (LOPn]YPIa tWx{1{ar Mtsr4,F7M M}fAPa17T LIL �•�- arerete,hl Ss=la7 1W S4..mclaq mq%torwo mr,Ism r.itrIM. tnlln.Hnxt(t txmc.IM t �i � TC U L MO PSF DATE 051l4jva 1p OIgM 4Ntt I"F P.s-r-WIC11 rromo.Ara m—AM 00(>rt aN00 SIVU xsCa 1 PIOPIAt{AlfftmrD � � q/ d RIse6/LII.W. s !++ G..t sa 0c DL 10.0 PSF DR}t ►+oesnn27 oaJaa-az •rIMMORTANr-vu%Y h A=4 ce rxrs et11le u xtt taITALAOM CSQ77ALTen. AErI mstntaets UJ ►k4uel3.,nc. wALL our lI!~- ..Ir Olr 1'a r arr 1;11 At 11n III 3S as11 a": Aut rg".cm(rY eulW nO t`� CC L(- 0.0 PSF IAO-EWr 5L $L.$ d M1�P i fuf: - II112 III MI MRA9et UT TN,ht_ ea.."M t%*.11-1.016 awl?:w. In STALLmO s 02rI"n1 F"Si 1. N Alft Gs RtJAlna XInII.xn1r14{!Ratl5l/hS 01 H/i paltout rrs/Ct LiC.er.V,rA1 Arh aTl_ N(rxr 1OT.LD. 85.5 PSF $EQII- 13366 V in" rw ItAI[I u wtr tx.Le r;�eetaa unrn Snt ern!talur rnrfa lo,k/x.a eraz.nTln u. Ate ts �►r �\ r�� • ►tarn to eALN I.L u 19YAS Ir"- mkri OT-COVa(>.A7ev to 111A:M401•ua]ITIO■FCZft llles ICO4•t. ' p �- 61��� Y .n IAyI(OIIax ar P1 sits rtl.Lhr4 m(It:IIIAL 22 1a MMI M Cr 1711.71.11 Itc.A. 'PoSte&in rills f71 0 �► O UR.FAC. 1-15 FR,OM 'AS�; ' IdA1pIGC Lam.:-.-a,i (;f. 0,-xlne Ihgc.r[L LrcrjrMcr tr 0parrjjjm(IAWW-kr-at IFI)rl,WV arsAr!ah SG.Y1s 101WE01 sP-rr41(t1Y+14 aft IF NIL ta~W rA0 A►.a.totu is NOstfp:S�+IIITr o f nr. i a4{Ciiy,At069 45 slr_neL ollro-tA rt�Aannrl I>,./. = a L, SPAC_ L 24-D- JRCt - :SX30z1 404 I u Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: r. Queensbury Building&Code Enforcement Arrive: am/pm Depart:. , am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: L NAME: _, PERMIT#: LOCATION: j CD i 4-1- 1,,-AA� "1 1 _ INSPECT ON: TYPE OF STRUCTURE: Y N T N/A COMMENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams `mow Z Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1,2, 3 hour 2�• e.: Fire wall 2, 3,4 hour Firestopping Penetration sealed . , 16 inch insulation in cavity min. Garage Fire Separation House side 1/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) �. 20 in. (W) 5.7 sf above/below grade 5.0 sf grade cS-/P - /11)� Rough Plumbing / Insulatio Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/pm I Depart: am/pm 742 Bay Road, Queensbury, NV 12804 Inspector's Initials: j," NAME: 1 ( _ PERMIT #: 0- -Z/-- / LOCATION: �` i INSPECT ON: TYPE OF STRUCTURE: <: 1<3 Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes PressureFTest Water Supply Piping Air Head S.I 15 minutes ' Insulation sidential Check Commercial Check Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: 7 `� `� LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Report v Office No. (518) 761-8256 Date Inspection request received: L 2 Queensbury Building & Code Enforcement Arriv�d�3 S am/p ep am/pm 742 Ba Road ueensbu NY 12804 Ins ector's Initials. Y , Q rY, p NAME: � PERMIT #: LOCATION: i ' - INSPECT ON: i ` a TYPE OF STRUCTURE: x >v Rou h Plumbin / Nail Plates / Vents in Place 1 1/2 inch minimum Drain Size q-C t c/— Washing Machine Drain 2 inch minimum Cleanout eves 100 feet/ change of direction T �C— Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesUnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection quest received: Queensbury Building & Code Enforcement A%rive:�am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: S PERMIT #: ol, LOCATION: INSPECT ON: id a TYPE OF STRUCTURE: i y N N/A Ro h Plumbing / Nail Plates iC_/,4J l� lumbin Vent / Vents in Place ' cn/-C L 1 1/2 inch minimum Drain Size UC—N 1 5 Washinci Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodesVnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing /Oir2ipping Inspection Report Office No.(518)761-8256 Date Ins ectionnrrequest received: Queensbury Building&Code Enforcement Arrive: 2S am/ Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector s Initials: <;��- NAME: PERMIT#: 21. LOCATION: h9 ' I is W INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS Framing :-- ttic Access 22"x 30"minimum �J Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge 8 16D nails each side Draft stopping 1,000 sq.ft. floor trusses Anc or lesson center ce an4dwafer-shield" 4 inches from wall pp� ire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping^ Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: am/ epart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: PERMIT #: f��✓ LOCATION: l INSPECT ON: Z 6 TYPE OF STRUCTURE: Y N N/A Route Pl�urnbir � %Nail Plates f Plumbing Ve6t/ Vents in Place 1 1/2 inch minimum Drain Size ashing Machine Drain 2 inch minimum eanout eves-c_100 feet / change of direction Pressure=Test- =- .n / vent MAir/ Head . .I_. or_-10 ft.-=above highest connection for 15 minutes _P'r s-u re Test - er Supply Piping Ai / Head 0 P.S.I for 15 minutes Insulation / Residential Check / Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&CodeslInspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing /Firestopping Inspection Report _ Office No. (518) 761-8256 Date Insp�e9t(o re est received: Queensbury Building&Code Enforcement Arrive: m/p D�p�rt: am/p " 742 Bay Road, Queensbury,NY 12804 Inspecto 's I itials: J NAME: PERMIT#: I, ' q 5 LOCATION: INSPECT ON: 2 TYPE OF STRUCTURE: Y;" N' lv/a taming COMMENTS Attic Access 22"x "minimum Jack Studs/Hea 5 Bracing/Bridging J�ist hangers ,VJack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/z inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Framing/ Firestopping Inspection Report Office No. (518) 761-8256 Date In qt}oo uest received: L// � G Queensbury Building&Code Enforcement Arrive: "-1 am/P1 °—���Fr am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: 1 NAME: S�'��'� PERMIT#: a L/ S 7 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y NI N/A COMMENTS gaming__ Y' ram--- -1,0/uq-S/,(A(P,:5,4 Attic Access 22"x 30"minimum r Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. VA (A6 L kc,„— 5 lj�OG�►.� Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses chor Bolts 6 ft. or less on center Ice and teshield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518) 761-8256 Date InspectioF' V D Queensbury Building &Code Enforcement Arrive: epart: an `pm 742 Bay Rd., Queensbury,NY 12804 Inspector's InitNAME: AW ' r./_ 9S LOCATION: INSPECT ON: U TYPE OF STRUCTURE: Comments ell Y N N/A Footings c( Piers Monolithic Slab Reinforcement in-Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingwaylBuilding.Codes.Inspection.FORMS\Foundation Inspection Report.doc Januai),28,2003 i Septic Inspection Report Office No. (518)761-8256 Date Inspection request received: r Queensbury Building&Code Enforcement Arrive: am/ De art: < pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: � . NAME: , _ c PERMIT NO.: L' LOCATION: ""� � INSPECT ON: RECHECK: Comments and/or diagram Soil Type: and oam/Clay----, Type of Water: Municipal/ ell Wate Waterline separation distanc ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length Z, ft. Length of each trench ft. -Depth of trenches s L ft. Size of Stonet z Seepage Pits: Number Size: x Stone Size: Piping Sigg Type Building to tank zz Tank to Distribution Box it j Distribution Box to Field/Pit s. a Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ZS ft. Separation of Pits Z ft. /� Conforms as per Plot Plan _Y N �7 /t'� o i `T �� C'4 ej Engineer Report and As-Built Y N Location of System on roperty: Front ear a Side Right Side Middl4Frt Middle Rear S stein Use Spproved Partial Approved and needs to be re-inspected, please call the Building& Codes Office Disapproved Last revised 1/6/05 rr�Ffifi�STONE W�yALL i r;� s�r� i°:a:1�) r�'� V,13 ,'S •� yf Ol .. RON ROD FOUND , ;� 1:K 'j f' frt.ra t` '.5' SOUTHWEST )F CORNER ' ✓���� /� n�l Ap \ W 0 0 D E n WELL (WA TEV �9 SEPTIC SYSTEM LOCATED 100' MINIMUM FROM WELL (WATER) �:• ` LOG HOME 5. 75 A CREST f�' • `, F- TAX MAP: 295.10-1-18 (L h ': Q � ,v, --'NEW DRIVEWAY`-...�._ o WOODED as N N m�. CAPPED IRON 4-1 IRON ROD ROD SET FOUND IIRON ROD FOUND � 1.3' SOUTH 1 Foundation Inspection Report Office No. (51 ) 761-8256 Date Inspection re uest re . : Queensbury Building &Code Enforcement Arrive: m/pm Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Init Is: NAME: IT#: _ V —(` l LOCATION: r SPECT ON: _ TYPE OF STRUCTURE: Comments Y N N/A otings Piers Monolithic Slab Reinforcement in-Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump oting Drain Stone: 12 inch width 6 inches above footing rl poly for wet areas under slab ckfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingwaylBuii ding.Codes,Inspec tionTORMS\l:oundation Inspection Report.doc January 28,2003 r Foundation Inspection Report Office No. (51 8) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pT,, / Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: ��-�/ NAME: _ PERMIT#: l LOCATION: INSPECT ON: TYPE OF STRUC RE: 5 Comments Y N N/A Footings Piers Monolithic Slab ),RVZrcement in Place he 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 Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Btiiiding.Codes.Inspcction.FURiYIS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requiz_ ed: r Queensbury Building &Code Enforcement Arrive: am/ Depart: � pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: - PERMIT#:0 q — qslr/ LOCATION. INSPECT ON. _4ne r TYPE OF STRUCTUR : Comments _ Y N N/A ,FdotingKa CA Piers Monolithic Slab Reinforcement in Place 5 The contractor is responsible f 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 Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORIvIS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ t received: —741 Queensbury Building &Code Enforcement Arrive: am/ Depart: ni/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: --3aGC�_sc;��CD PERMIT#: LOCATION: / �� , (_ -F ( �^ INSPECT ON: TYPE OF STRUCTURE: ih Comments Y N N/A ootings Piers Monolithic Slab / 'n Reinforcement in-Place The contractor is responsible for providing protection from freezing Cj��'- C-�� 'rZyt j for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing � Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 CO Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reqE received: ' Queensbury Building &Code Enforcement Arrive: am Depart: am`pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: �x(G4 _ _ PERMIT#: �D9— LOCATION: / INSPECT ON: � f ,5 TYPE OF STRUCTURE: Comraieuts Y N N/A ootin Monolithic Slab Reinforcement in Place -2j - 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 Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 5 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reques received: Queensbury Building&Code Enforcement Arrive: anal m Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials. NAME: _ _ PERMIT#: _o ^ l y LOCATION: INSPECT ON: 3 off- TYPE OF STRUCTURE: Comments --- -----. - - x N N/A Footings Piers Monolithic Slab Reinforcement in Place AtId AG! The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purr ose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under SIab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I,ASueHemingway\BuiIding.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Jacob Sabo 2004-954 10 Hillside Drive Single-Fdmily Dwelling Tax Id 295.10-1-18 je N ber MECcheck Compliance Report ecked By to New York State Energy Conservation Construction C MECcheck Software Version 3.3 Release lc Data filename:C:\AutoCad Drawings\Jacob Sabo\MECcheck.cck TITLE:Log Home Project COUNTY:Warren STATE:New York HDD: 7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 11/15/04 DATE OF PLANS:December 12,2003 4 PROJECT INFORMATION: Jacob&Merrill Sabo 92 William Street Whitehall,New York 12887 COMPANY INFORMATION: Saratoga Engineering&Design . 74 Rolling Hills Drive Gansevoort,New York 12831 COMPLIANCE:Passes Maximum UA=586 Your Home=503 14.2%Better Than Code Gross Glazing Area or Cavity Cont. or.Door. Perimeter R-Value R-Value U-Factor UA Ceiling 1 -Hallway 2nd Floor: Cathedral Ceiling(no attic) 200 38.0 0.0 5 Ceiling 2-Remaing 2nd Floor: Flat Ceiling or Scissor Truss 2200 39.0 0.0 66 Ceiling 3 -Breezeway:Flat Ceiling or Scissor Truss 180 38.0 0.0 5 1st Floor Front Wall:Log: 10"Diameter Logs 540 0.0 36 Dinning Room:Vinyl Frame,Double Pane with Low-E 25 0.350 9 Great Room:Vinyl Frame,Double Pane with Low-E 17 0.350 6 Computer Room:Vinyl Frame,Double Pane with Low-E 8 0.350 3 Front Door:Glass 21 0.900 19 Breezeway:Vinyl Frame,Double Pane with Low-E 17 0.350 6 1st Floor Right Side Wall:Log: 10"Diameter Logs 360 0.0 28 Kitchen:Vinyl Frame,Double Pane with Low-E 6 6.350 2- Y 1st Floor Left Side Wall:Log: 10"Diameter Logs 360 0.0 29 Master Bathroom:Vinyl Frame,Double Pane with Low-E 2 0.350 1 I st Floor Back Wall:Log: 10"Diameter Logs 540 0.0 40 Utility Room:Vinyl Frame,Double Pane with Low-E 8 0.350 3 Master Bedroom:Vinyl Frame,Double Pane with Low-E 17 0.350 6 Back Door:Solid 21 0.500 11 2nd Floor Front Wall:Wood Frame, 16"o.c. 604 19.0 0.0 36 Small Dormers:Vinyl Frame,Double Pane with Low-E 10 0.350 4 2nd Floor Right Side Wall:Wood Frame, 16"o.c. 176 19.0 0.0 10 Bedroom#2:Vinyl Frame,Double Pane with Low-E 15 0.350 5 Bathroom:Vinyl Frame,Double Pane with Low-E 2 0.350 1 2nd Floor Left Side Wall:Wood Frame, 16"o.c. 192 19.0 0.0 10 Bedroom Window Unit:Vinyl Frame,Double Pane with Low-E 30 0.350 11 2nd Floor Back Wall:Wood Frame, 16"o.c. 518 19.0 0.0 29 Hallway:Vinyl Frame,Double Pane with Low-E 27 0.350 9 Basement-Total: Solid Concrete or Masonry,8.7'ht/6.7'bg/$.7'insul 1800 13.0 0.0 113 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has p9amped and signed this page,they are attesting that to the best of his/her knowledge,belief, and professional jud t,such p s or specifications are in compliance with this Code. Date Builder/Designer J! bL i • [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ) Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-11. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] Supply ducts in unconditioned spaces must be insulated to R-11. [ ) Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: ( ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). [ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] Cooling ducts with exterior insulation must be covered with a vapor retarder. [ ] Air filters are required in the return air system. [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ J HVAC piping conveying fluids above 105 V or chilled fluids below 55 V must be insulated to the levels in Table 2. f x • Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up to 1„ Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HYAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System T es Range F 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) Job Site Address: k/ Date: Owner: T460 I SP' Application No. No. ' r Building Permit — Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for m Area Square Area Square Egress Square Footage Footage Feet 'eve'" Ay 3. -� 3 7•y /3.0 /zoo", 3. 3 /C•7 • vy/ �.f.�� k,rq y. y a76 . 9,f 16-fe /, 3o JI8� /J, 3r .y /! - 96 RfrtT J?3 �w L'\SueHemin gway\Building.Permit.FORMS\Nat.Light.Ventil.(;alculation.Sheet.doc i Job Site Address: zK11, ., Date:. 4 AA Owner: _ L�, fg¢co/3 Application No. Building Permit Calculation Sheet Natural Light; Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent .Actual Sq.Ft. Remarks Room Room 8%of Room Light 4%of Room Vent Opening for in Area Square Area Square Egress Square Footage Footage Feet �"' .R Ilea- /�47 L:\SueHemingway\Building.Permit.FORMS\NatLight.Ventil,Calculatton.Sheet;doc r c Y r WINDOW UNITS SHALL MEET OR EXCEED ANDEF-SEN WINDOWS SERIES 400 PERFORMANCE SPECIFICATIONS. HIGH PERFORANGE LOW-E(HP LOW-W MINIMUM VALUES ARE, U-FACTORo055 BTUMR.DEG.F Sa FT..SH6C-0.24,4 VT■0.46 -If,, ,r ROOM DESCRIPTION AREA,90.FT. 8%OF ROOM DOORMIINDOW UNIT COLW CLEAR OFEHING CLEAR OPENINEP CLEAR OPENING-GLASS VENT AREA,$0.FT. UNIT N 50.FT. WIDTH,IN. HEIGHT,IN. SO.FT.(TOTAL) SO.FT. 6REAT ROOM 940 51.0 TYe4910 2 0.48 91 7/6" 32 1/4" 91.O& 851 DINING ROOM 39b 26.08 TW94510 9 0.48 97 7/8" 92 1/4" 4654 851 BEDROOM 02 S45 21.60 TYV9452-2 I 7.49 91 1/8" 28 1/4' 21.16 1.46 TVa4810 1 592 al We" 201/4" 4.70 695 BEDROOM 09 142 1596 TW3492-2 I 7.43 91 7/8" 28 1/4' 27.16 1.46 COMPUTER ROOM _I24 4.42 TW94510 1 6.40 91 7/8" 52 1/4" 15BS 651 KITCHEN 441 55,28 TWI842-2 1 2.16 111/6' 221/4" 4.14 2.10 BEDROOM•4 244 1452 TY42852 1 5.66 24 1/6' 28 1/4" 10.46 680 TW94310 1 692 511/8" 201/4" 4.10 595 UTILITY ROOM 112 8.46 TW94910 1 6.48 91 7/8" 92 V4" 1553 851 MASTER BEDROOM 292 2256 TYe4510 2 8.40 97 7/8" 92 1/4" 91.06 851 MATTER BATHROOM 132 10-% TY420210 1 2.16 21 1/0" 14 1/4" 968 2.18 BATHROOM 2nd FLOOR 61 4.08 TW20210 1 2.16 21 1/6" 14 1/4" 968 2.10 HALLKAY-2nd FLOOR 98I 50.40 TYN0052-2 1 6A4 59 1W 28 1/4' 24A6 6b7 CTN90-2 I - - - 15.40 - 6ARASE NA NA TY454910 2 6A 97 T/8" 28 1/4' 1950 1.46 a WINDOW SCHEDULE SCALE, 1/4'=I'-O"