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2007-727 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. P20070727 Date Issued: Thursday, April 02, 2009 This is to certify that work requested to be done as shown by Permit Number P20070727 has been completed. Location: 27 MAPLE Dr Tax Map Number. 523400-302-017-0003-004-000-0000 Owner. PHILIP P. COTE Applicant: PHILIP & ROXANNE COTE, JR This structure may be occupied as a: Residential Addition By order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the r 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 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20070727 Application Number. A20070727 Tax Map No: 523400-302-017-0003-004-000-0000 Permission is hereby granted to: PHILIP &ROXANNE COTE, JR For properly located at: 27 MAPLE 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: PHILIP &ROXANNE COTE, JR 27 MAPLE Dr Residential Addition $50,000.00 QUEENSBURY, NY 12804-0000 Total value $50,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2007-727 756 SQ FT RESIDENTIAL ADDITION $90.24 PERMIT FEE PAID- THIS PERMIT EXPIRES: Friday, November 28, 2008 (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 ToFa ens b Wed1}esday,November 28,2007 SIGNED BY p for the Town of Queensbury. Director of Building& de Enforcement N .............................. ..._.__...,_.....,..............................� �..._...................% }; ' OFFICE USE ONLY TAX MAP NO. LA PERMIT NO. [Sj= 10 FEES. PERMIT— -,2 - RECREATION ENGINEERING ; (If applicable) ; PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: "k11_1 tP C'_cayr-- OWNER: AMF ADDRESS: ADDRESS: PHONE NOS., \Y--) PHONE NOS. CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: -1\I C_C� PHONE: 5y:,-Si2 LOCATION OF PROPERTY: 7 M f:N SUBDIVISION NAME: PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT o ~ APPLY TO YOUR 0 U) a � F.. PROJECT H O 1.- FO - W Q a = Ujw u- u- z a a � a Nc oU- � � ai06 SINGLE FAMILY I TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST: 7 C`>U-) _ FUEL TYPE: HEAT TYPE: F�c h-Ci�.'�C2 'HOW MANY F{REPLACE(S): ND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? IS THIS A HISTORIC SITE? PROPOSED USE OF BUILDING OR ADDITION: *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL 11-05 Q� Town of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 E ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete state me nt/descriptio n of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. .Signed- Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ..................................................♦ ,..._._._._,..,..,_,.........._._.,..,.___.,........0 00 Permission is hereby granted to the above ; This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said ; zoning Laws of the Town of Queensbury. Application: 0 / / / / SB ;I & ZONING APPROVAL 0 I ATE t__ DATE 11, o 0 .............................. QUESTIONS? CALL 761-8256 OR EMAIL codes(mbgueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION Office Use Only www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: ER d uJ Construction Classification. Assembly Occupancy Limit: Special Conditions: Toum of Queensbury • Cornmunity Development Office • 742 Bay Road, Queensbur+y, NY 12804 ` .Lr----------------------------------------' • �� � OFFICEUSEONLY '- - %_.__.._r.___.,._.r.r.r TAX MAP NO. PERMIT NO. ' FEES: PERMITAV—.RECREATION ENGINEERING (If applicable) ; ; ......................... PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: I,j�l1d) �Q+, OWNER: C O ADDRESS: 10.J()- �i" ADD SS:PHONE NOS. �1Q� - HONE NOS. S 1�v CONTACT PERSON FOR BUILDING &CODES CO PL A CE:� � o'�� PHONE: q 3 2- S 2Z 5 LOCATION OF PROPERTY: 2� YY\O, Q S SUBDIVISION NAME: LEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT p cJ w APPLY TO YOUR Z 0 cn Uj PROJECT 0 w 00 � � 1- CY -� 0 = 2 ' o CL u " LL _ � 0 z w o CI z C'1 F- i- O � � w - 07 Ncn OL_ H- LL a = 06 SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- MERCANTILE FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) [OTHER IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: ESTIMATED CONSTRUCTION COST:_ gA.AOo, FUEL TYPE: Ca-S Cqt% 0j0 HEAT TYPE: r,_-ix gL1No *HOW MANY FIREPLACE(S): A%IV1#4ND/OR WOODSTOVES(S): ZONING CATEGORY: ARE THERE WETLANDS ON THIS SITE? 1J•�• IS THIS A HISTORIC SITE? IJ 1,A PROPOSED USE OF BUILDING OR ADDITION: D ' *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office B 3-LGL l 1-05 QTown of Queensbury • Community Development Office • 742 Bay Road, Queensbury, NY 12804 a ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? S ARE THERE EASEMENTS ON PROPERTY? I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that Uwe are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree$o the above. _� i' /, i j Signed r Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) ................ Permission is hereby granted to the above This application / proposed action described 00 Applicant to erect or alter the building ; herein is found to be in accordance with the11 described herein in accordance with said zoning Laws of the Town of Queensbury. 10 o Application: ; ' 0 11 ' 0 BUILPN & CODES APPROVAL ; ZONING APPROVAL 11 0 00 qlD , 11 DAT DATE 1-8256 OR EMAIL bu rv.n et(QUESTIONS ORE INFORMATION Office Use Only ury.net Operating Permit Issued: Yes No Occupancy Type: �ti �_ Fa.���`� Construction Classification: `� Assembly Occupancy Limit: Special Conditions: w; Town of Queensburly • Community Development Office - 742 Bay Road, Queensbury, NY 12804 Check Residential Plan Review: One & Two Family Dwellings Y/N/N/ (2)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 Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space / Above/Below grade, 5.7 sq. ft. Grade,5.0 sq. ft. VVV 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK ; Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans, if required 6"Drop in 10' Exterior Grade Framing 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 r Spiral Not Allowed From 2d Story 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 Garage Fire Separation Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level Soil Test Results,if required i Septic To Well Or Water Line Separation --, All Paperwork Signed _ A Queensbury Building & Code Enforcement - Residential F' al I pe Office'No. (518)761-8256 Arrive: l"LAD a m rt: Date Inspection requ st r ived: Inspector's Initials: NAME: PE #: LOCATION: DA TYPE OF STRUCTURE: Comments: Yes No NIA 4' Building Number Address visible from road Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs decks patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inclies or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window Interior Smoke Detectors kCarbon Monoxide Detectors Every level: Eveil Bedroom. Outside every bedroom area: � � Inter Connected: Battery backu K Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, i sq.ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stoppingi finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fuma Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum'/"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 Arc fault Breaker in Bedrooms Flex Gas Pipe Bonding As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C I C or C 10 Tem a /Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL Permit No ..J. ....... }�.t n ..,::..Cert. N! 7043 Cut-in Card No.................................... Dwner......................f?� 1. -............ .°YC .................................................................................................. Location ................2.1 ��/�� V A_.............. ..................................................................................................................... [nstallation Consisting of....../. ./�..4.�.�«?L1.....w.! ..�Z....ors.,..........!i;�....l..=��.�i.�.r...... ..s.: Q�{ ../� %......urh.t�,c� -................................ .................................................................................................................................................................................. [nstalled By..... ..{,Scat.zul'. ►........................................Lic.No.................................................. The conditions following governed the issuance of this certificate,and any certificate previously issued i! ;ancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the ntroduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of making inspections at any time, and if it vies are violated,the Company shall have the right to revoke this certificate. Date.........2...--.l,z,-0.`L.............. INSPECTOR....... ............... ......................... Member N.F.P.A.,1.A.E.1. Queensbury Building & Code Enforcement - Residential F nspection Office No. (518) 761-8256 Arrive: = part: Date Inspection re es received: Inspector's IN NAME: 1 PE IT#: LOCATION: D — TYPE OF STRUCTURE: Comments: Yes No WA 4' 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 74 Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs,decks tics 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 Deck Bracing/Handicapp2q Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safe lzin /Window in%BWwl �.L C,O Interior Smoke Detectors Carbon Monoxide Detectors ` iz) Every level: Every room: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 sq.ft.-150 s .ft.vents r L-4- Bathroom Fans,if no window Plumbing fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 s .ft. Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace s t furnace area FumacdjHQt Water Hgftr ope rab Low water shut i r Relief Valves installed/Heat Trap/Water Temp 110 G N Enclosed Stairs Sheetrock Underside minimum IN Gypsum Basement stairs dosed rise>4 inches `7 Garage Floor Pitched Garage fireproofing/%hour fire door/door doser Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe BondingL (= -� As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Oka to issue C/C or C/O Tem ora /Permanent L:\Building&Codes Forms\Building&Codes\Inspection FormsWesidential Final Inspection Form revised_100405.doc;Revised January 7,2008; Revised 6/2601 if Framing / Firestopping Inspection Report Office No.(518)761-8256 Date Inspection re c Queensbury Building&Code Enforcement Arrive: r's � p art: ; Q am/ m 742 Bay Road,Queensbury,NY 12804 Inspecto Initia NAME: PERMIT#: LOCATION: Z-7 fl PL p�t v E INSPECT ON: OF STRUCTURE: Y N N/A COMMENTS Framing -7 Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging VV Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly �� p��E 12"O.C. r.� A t Headroom 6 ft. 8 in. I ,✓ \�'��L",�t i 1UP�``�� � Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls (� l Metal Strapping for Notches Top Plate �� T 1 '/z w 16 gauge 8) 16D nails each side C7 Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Ie separation 1, 2,3 hour e 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 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request c v d: Queensbury Building & Code Enforcement Arrive: Qam/ D art: - am 742 Bay Road, Queensbury, NY 12804 Inspector's Initials- NAME: C csr-F-- PER IT #: L-7--7 Z7 LOCATION: Z_:j N1 RQ�-E ( 9wF INSPECT ON: - 1 Ll TYPE OF STRUCTURE: Y N NIA 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 Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes Insulation Residential Check Commercial Check �111 2ec � (�-7) Proper Vent Attic Vent Duct / Hot Water Piping Insulation s b F OF4 o If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Reporcrevised Nov 17 2003.doc Revised February 15,2005 Rough Plumbing / Insulation Inspection Rsport Office No. (518) 761-8256 Date Inspection requ, r :rd:Queensbury Building 8�Code Enforcement Arrive: A am/ �m : 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: r NAME: PER IT #: 720 LOCATION: 2 INSPECT ON: r TYPE OF STRUCTURE: Y N NIA Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 Y2 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 mi utes Pressure Test Water Supply Piping Air/Head 50 P.S.1 for 15 minutes 100 /Residential Check/Commercial Check -Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent �— Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 'J°M 4;�j Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r es ve Queensbury Building & Code Enforcement Arrive: epart: ar 742 Bay Road, Queensbury, NY 12804 Inspector Initi's al NAME: PERMI #: b^I -37--7 LOCATION: 2-7 PI.E DRNE INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing Nail Plates Plumbing Vent/ Vents in Place e 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum leanout every 100 feet change of direction Pressure Test Drain / Vent Ai3. O Head 5 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&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 u %U Rough Plumbing / Insulation Ins p p ection Re or' 9.-,,, Office No. (<B �n =7 - Date Inspection re est r ei ed: — Queensburyo e nforcement Arrive. � aVDI rt: D� am 742 Bay Road, Queensbury, NY 12804 Inspector's InitialNAME: PERM - -1 Z� LOCATION: INSPECT ON: C-3 -(c)-01?� TYPE OF STRUCTURE: Y N/A Rou h 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 Pressure Test Zter Su ply Piping ea 0 P. minutes a ion 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.doe Revised February 15,2005 1k.,00km Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re u eiv Queensbury Building&Code Enforcement Arrive: D a m e a m 742 Bay Road, Queensbury,NY 12804 Inspector's Initia NAME: Q A 1 LL l P CST F PERMIT#: 0-7 LOCATION: 1:A RILE 1\Aa INSPECT ON: 2 --17 (P TYPE OF STRUCTURE: Framing Y lv /A COMMENTS vli � 'R Attic Access 22"x 30"minimum G \ ` Jack Studs/Headers Bracing/Bridging Joist hangers ( Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. j Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/i w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses i Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour ' Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade ... .. ,. ._.,... . ..,.,.. ......... . ...... v .C. vi . . ]TV. VVtJ 1 Gs vv�.r vvi w • alddMOT.m•98a R•W LMN41. 1171V TJW$0,C IV ok toga AM UW.4 arnrlooe lna6.ao6e Naalbx. THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE war a Pagel Et!OlnaYwslen o90.0 APPLICATION AND WAN US W 1 bAt18' Prodnet DMgram is Conceptual. 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Jjl�. n •.wSG� tit M �II VJriff MU I 11. LVVV� / JJ1111I��� V t Von I I UJJ V 4J![j 11 V I I I L L I.V a TM Northeast Technical #,. 62581 NORTHEAST REGION 360 Route 101 Suite #2 Bedford, NH 03110 by Weyerhaeuser PHONE: 866.295-2170 FAX: 603-218-6167 Date: 3/17/08 To: KAft Mucha Fax Number: 618-355-1489 From: Kristina Tacito-Hansen Number of Pa es: (MatuelinG Oweraheet) 2 This faceiewle may contom c:o**Aunt wft mahw that is not mmoddd for detrtbu*n to any one other then the i7&ndad twoJent listed above, in the event the intended rec*46 t of an employ"rsaKaWbls Ibr deiertnQ this facaimile to am intsnded mdplent is unavellable,pisese do not dlstrtbute Mh facaloft.notNy us knmediateiy by feWone,and return Jia feosinwie by MR. thank you. W1.11 follow via mall Thank you, Northeast Technical Support Level — By Weyerhaeuser If you doh not receive all of the pages, or N you have trouble reading the copies, please call Sender at 603-4724730. 44' Mint e _ _ t S. ,P- IF OP la com v ` A �Ea?�9T�PLD07- 5t8-1�#2 { y`FtdLoi.S �n+ss _ 820 30A' 0.0 "2- l►a�-1 Woad Fsaane.24'-ti,c.: 783 19.0 0.0 . �#. . . #tit44 Pane m'Eh Lovv-E: 3.5 0.320 door 1.AAA-Wwd Jdskfnxw.Over UncorMoned Space. W 30.0 0.0 -18 Firxu 2 Aif-VYovsi.Jo�tlfrttss:f}ver Side Jw. fib 30.0 0.0 FaO e 4 Forced fiat lie'7 AME � 4 ,� ,+$. �''".m¢i� Y �~ ��� .''�Q J = u w.3.„�"'��✓ :v.� 2w.-v v� ..3 ;.'�" rL i�a��� ".K:.Y .. RYE fi Tnelet1 4.0.1 andb --%)t 1f19[fi - $? Cff s " f e = r.a� .. � __�..L. x f .S k _ a(cy REScheck Software Version 4.0.1 Inspection Checklist Date: 11/29/07 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: ❑ Floor 2:All-Wood Joist/Truss:Over Outside Air,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to R-5.Ducts outside the building are insulated to R-8.0. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: PHILLIP COTE 2ND FLOOR ADDITION Page 2 of 4 Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: Water heaters with vertical pipe risers 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. l] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: (] Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Cj All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. PHILLIP COTE 2ND FLOOR ADDITION Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Piping System Types Fluid Temp.Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurefremperature 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) PHILLIP COTE 2ND FLOOR ADDITION Page 4 of 4 aoommunity Development Office 'rrn of Queensbury • 742 Bay Road - Queensburi/, New York •12804 ; , ----------------- BUILDING PERMIT CALCULATION SHEET: NATURAL LIGHT, VENTILATION AND EMERGENCY EGRESS REQUIREMENTS ACTUAL LIGHT REQUIRED SQUARE FOOT HABITABLE ROOM AREA OF ROOM IN LIGHT SQUARE VENTILATION-4% VENTILATION OPENING FOR REMARKS AREA FOOTAGE SQUARE FEET 8%OF ROOM FOOTAGE OF ROOM AREA SQUARE EGRESS MASY fr 0 .3 4. 1 c>�;',c�aarY� N3" 6 LI6.?o $.°I1 i�. a 22.8Z. w,e..,Va41 S-1UQ 9-soo �o•�o y.9�1 S.Wfo 5-.43 wwu� QUESTIONS? CALL 761-8256 OR EMAIL codes gueensburv.net VISIT OUR WEBSITE FOR MORE INFORMATION www.guensbury.net B 10-LTR 11-20 %._----.--- --.------------/ Developmentrrzmm�ity Develotent Office ' r "ozlm ueensbury • 742 Bay Road • Queensbury, Nezir York -1.2804 r r r r r r r WINDOW SCHEDULE :--- _____________ r r �J JOB SITE/ADDRESS: 2�+ MAPcC OR, Gq 14 DATE: M . o-+ OWNER: APPLICATION NO.: WINDOW- UNIT OR CLEAR CLEAR WINDOW STOCK ROUGH ROUGH SQ.FT. OPENING NO.OR WINDOW SQ,FT. WIDTH OPENING SPECIAL HARDWARE OR MANUFACTURER NUMBER OPENING OPENING EGRESS/CLEAR HEIGHT LETTER NAME MODEL/TYPE CALL WIDTH HEIGHT VENT OPENING S IN INSTRUCTIONS ON PLAN SIZE INCHES INCHES NAaact,wt :.'� , 2oNZ gNntrz,�� acv���E �tv� 3o4Z 31 2g 4 Sv S.N6 S.43 3�� �c 22 /z ,JA fcfto Cl^J i rr r rr 304(o A-UE 43Er l 0otif- f Hai 304ra 2 g N q N S,9S S.9tl 311 "Ar, 2,H YZ 30314 Ar�ra � aAcaG. c,, 3a��n ` 4ouC3c£ w�r.a(� + v 311 /I6 Z o /z TeMPN 2eo B 26-LTR 11-05 w� - ,; �, �' �. ',r� n �, m _, }• �" ,`� ;� r �.�� k � •'� �"" i y��. _.. -_. � � � � `� >. F , � _. YP ��w ���: �. -� �. r .� r, �. _ _... �:. ,. - ...�� v� t Glass Vent D. INSULATION WILL BE INSTALLED AS SPECIFIED BY THE MANUFACTURER. (Existing) Study I -3042 10.80 sq.ft. 5.46 sq.ft. 1. INSULATION: FOUNDATION Glass required for natural light Actual JOINTS AND OPENINGS IN THE BUILDING ENVELOPE SHALL BE cr Conc.foundation w/ studs is 16" 3.5" 1U 80 craft faced R-l3 4'-0"below finished grade E. ALL JOIN de 123.5 sq.R. @ 8%9.88 sq.ft. CAULKED INCLUDING WINDOWS DOORS,AT SILLS AND BETWEEN Sill scaler '/,"X 5-1/2"foam gasket Natural ventilation required Actual CONCRETE AND WOOD CONNECTIONS AND OTHER DISSIMILAR 123.5sq.ft. @ 4% 4.94 5.46 sq. ft. MATERIALS ETC. FIRST&SECOND FL.WALLS (existing&proposed)5 ''/2"x 24"Kraft faced R-19 Bathroom,Hall&Closets (not habitat space) 3. ELECTRICAL: ELECTRICAL WIRING INSTALLED TO MEET THE BUILDING'S SPECIFIC Exterior siding vinyl nailed over an approved 1 ea.30210 NEEDS. THE BUILDING'S ELECTRICAL SYSTEMS SHALL BE DESIGNED TO house wrap to''/z"CD plywood,w/5''/2"studs MEET OR EXCEED, NEC,UL&ANSI CODES AND SHALL BE AND Ca)2'-0"oc.w/4 mill poly vapor barrier and 2. ENERGY NOTES: A. THIS BUILDING WILL BE CONSTRUCTED AND APPROVED BY AN INDEPENDENT ELECTRICAL INSPECTOR finished with 1/2"drywall.(New 680.5 sq.ft.) INSULATED IN COMPLIANCE WITH THE NYSBC ENERGY CONSERVATION CONSTRUCTION CODE 2001. ALL"U" "R"AND INFILTRATION VALUES 4. ROOF SYSTEM ROOF SYSTEM DURING Tl IE REMOVIAL THE FIRST FLOOR ROOF SYSTEM& V. FLOOR CEILING ABOVE,GARAGE WILL BE MET OR EXCEEDED AS LISTED ABOVE. RESETTING Tl1E ROOF SYSTEM ON TI IE NEW SECOND FLOOR THE 117/8"TJ1 560 0 16"o.c.9"x 16"Kraft faced R-30 CONTRACTOR MUST SECURE THE SERVICES OF AN ENGINEER TO REVIEW fiberglass insulation 5/8"type X drywall over B. ENERGY CALCULATIONS ARE IN COMPLIANCE WITH THE NYS ENERGY BEARING POINTS AND TO DESIGN SPECIFIC STRUCTURAL MEMBERS AS 4 mill poly vapor barrier (420 sq.ft.) CONSERVATION CODE-2001EDITION. WARREN COUNTY,ZONE 7,635 REQUIRED.IN PARTICULAR THE SLIDING GLASS DOOR AND BACK DOOR HEATING DEGREE DA'Y DESIGN.THE MEC 1995 COMPLIANCE REPORT IS HEADERS AND THE BEARING POINTS ON THE COLUMNS FOR THE NEW I". FLOOR CEILING ABOVE PORCH R-30 ATTACHED TO THE,DRAWINGS FRONT PORCH HEADERS AND THE OH DOOR HEADER.ALL 11 7/8"TJI 560 g 16"o.c. 9"x 16" RECOMMENDED REQUIREMENT'S WILL BE ISSUED IN WRITING AND WALLS OR PERSCRIPTION SHALL BE FORWARDED TO THE TOWN OF QUEENSBURY.C. A VAPOR BARRIER SHALL BE PROVIDED ON ALL WOOD STUD Kraft faced fiberglass insulation Solid vinyl soffit system (67 sq.ft.) CEILINGS ON THE INTERIOR SIDE OF TyIE FRAMING PER COPE. ALL WOOD 131JILDING&CODES DEPARTMENT,THE OWNER/CONTRACTOR PRIOR /PLYWOOD WALLS SHALL BE COVERED WITH AN APPROVED TO BUILDING TTIE SECOND FLOOR DECK. 2nd FL CEILING: INFILTRATION BARRIER BEFORE ADDING THE SIDING. 9"x 24"Kraft faced fiberglass insulation R-30 (""""" UPON COMPLETION OF RESETTING THE ROOF SYSTEM A NYS a 1/2"drywall over 4 mill polly vapor barrier I REGISTERED ENGINEER WILL INSPECT THE RELOCATED ROOF SYSTEN (820 sq.ft.) i AND DETERMINE THE SAFETY OF]'HE ROOF SYSTEM. ANY STRUCTURAL DAMAGE TO TiIE ROOF SYSTEM WILL BE REPAIRED AS PERSCRIBED BY Windows: Andersen 84.55 sq.It.total R-3.0/U.33 T'F1L-'ENGINEER. 3 ea.3042 2 ea.3046*meets egress R-310.1.1 5.91 sq. ft. 1 ea.30310 1�y15�11 ' 9 ' Glass Vent Master bedroom I -3042 10.80 sq.ft. 5.46 sq.ft, 1 -3046 12.60 sq.ft. 5.95 sq.ft. 23.40 sq.ft. 11.41 2 ea.3042+2 ea.3046 46.80 sq.ft. 22.82 sq.R. Glass required for natural light Actual S 153M01 437 sq.It. L 8%34.96 46.80 sq. ft. 30ISiMttQ301t103a U01030130IXONOW N08M Natural ventilation required Actual *d=V8 A113ILVO 391S(iW SUML33130 3XOWS llb P P.npy 437 sq.ft. (a;4%17.50 22.82 sq.ft. 3"- - t•- \_ram_ �FJ iaii.i,�S[ `-'- -S Y UO013 00 NO OW`SWOOB(138 Ol MOM] SWOOH(139 NI 0381039 31JV Sa0103130 3NOWS I 3MON lrllJ F4 1.`�U t00Ap z 1 / I ' • -T�p�17 � 1 ['S '$'� 1 i Cc- n, 'Y G°Jc rl^ O ' ' , ��- ��ur2. 4.E'A _ ky4'_K(a,. MtC>Zo LW� -tIL.-56U t t P,EW�s C�EtL 2A 5'/s� '1' Sty�. Cot,►a tv i •-�� - ui1 r 0 ---�-- -E---4=- - Fla _ 's Cocos of c.¢ K�:.h l Icom I� f i I TOWN OF CLUE Y ,►,e��, ttJL� �, �T 'rWiz. '�Li WS BUILDING �t O Reviewed B s DESIGN STANDARDS: BUILDING DETAILS: a BUILDING LOADS: Date: i 1. TRUSS ROOF LIVE LOAD 55 Lbs/sq,11.Ca' 11'w/overhang 605 Lbs/lin.ft. I. LIVE LOADS: NYSBC 2002 13a,semest Area: Existing Proposed W 2. TRUSS ROOF DEAD LOAD 15 Lbs/sq.ft.@ I V w/overhang 165 Lbs/tin.ft. ROOF: UNIFORM SNOW LOAD(Ground Pg.) 70 psf WOOD, �J 3. SECOND FL. WALL DEAD LOAD 16 Lbs/sq.ft. 16 Lbs/lin.ft-. 7/12 ROOF SNOW LOAD(Pf.) 55 psf i- Total CI Basement Area 942 sq.R No change E VIN J. ♦. OOD P.E. CONSULTING ENGINEER 4. SECOND FL. LIVE LOAD 30 Lbs/sq.f}. a 10' 300 Lbs/tin.ft. FLOORS: FIRST FLOOR 40 psf X%L 5. SECOND FL. DEAD LOAD 20 Lbs/sq.ft.@ 10' 200 Lbs/lin.ft. SECOND FLOOR 30 psf First Floor Building Area: NOW Total Load 1,286 Lbs/tin ft. WIND LOADS: WALLS 90 MPH 3 sec.wind gust 20 psf ,�. GROSS ROOF UPLIFT low 2. First Floor 942 sq.it No change PHILLIP COTE SECOND FLOOR ADDITION 2007- r = 3. Front Porch(@family room) 66 sq.ft No change a FLOOR JOISTS SECOND FLOOR 20'-0"CLEAR SPAN LIVE LOAD 30 Lbs/lin.it. 2. DEAD LOADS: 4. Garage 480 sq.ft. No change 27 Maple Drive, Queensbury, NY 12804 u (11 7/8 TJI 560 @ 16"O.C.) DEAD LOAD 20 Lbs/lin.R. ROOF: TRUSSES&CEILING 15 psf FLOORS: FIRST FLOOR 15 psf Second Floor Building Area: BEAM @ 16'0 z 7' 0"GARAGE DOOR 17' (!"CLEAR SPAN LIVE LOAD 905 Lbs/tin ft. SECOND FLOOR 20 psf Scale: Per detail Drawn by: P.J.B. Date: 11-14-07 8 DEFLECTION FLOORS 1J3� S. Second Fhwr 756 so,R. 1,371 sq.R. (4 pes. 1 "x 18"1.9E Microlam LVL)(Note 7"wide) DEAD LOAD 381 Lbs/tin.ft. ROOF U240 Tutal First&Second Floor(1&4 above) 1,660 sq.& 2,275 sq.ft. Revisions: '/. o COLUMNS @ EACH END OF O.H.DOOR 7'-0"LENGTH + 12.35 Kips. IZeVIS10riS: u (2 ea 5`/."x 7" 1.8 E Parallam PSL columns) (Note 7"wide) 3. SOIL PRESSURE: Qlteensbury'f�Way Brook area 3,000 psf F Revisions: 25 it BEAM @ FRONT PORCH FAMILY RM. 16'-10"CLEAR SPAN LIVE LOAD 665 Lbs/tin.ft. 4. CONCRETE: CONCRETE walls-faseme Existing (3 ea.1'/."x 16" 1.9E Microlam LVL) (JOIST HANGERS REQ.) DEAD LOAD 261 Lbs/lin.tt CONCRETE slabs-porch A Existing FIRST FLOOR PLAN Dwg• A-- I n CONCRETE slabs-porch h walks :Existing fTOCKDRAF TING FORM NO 101-ID q,, rGMKOLECI GLASS r NOTICE 14 OOMS - i ` SM KE DETECTORS ARE REQUIRED IN _ __ t _, �a._ ( - --L11C. 21'2" 5`JZ I Apd ENT TO BEDROOMS,AND ON EACH OOR L _ _ .-____ %LUDtNG CELLAR OR BASEMENT. L SMOKE ,�DETE ORS SHALL CTORS M ST BE TIER BACK L -1�-' MOKE DETE BO.N MONOXIDE DETECTOR QUIRED OUTSI I � LOWEST SLEEPIN I I ! Erc�st►NG �- �� O A s�%n New S o Mry N --- - - • q• ----- --- Allowable Axial Loads (lbs) for 1.8E Parallamw PSL CnnnectiOn E11nc1lYn Colman Sinn Type ln� Ak•:7'h' ILS't Su' 3'h•Y T• 514•a ilf• i14'a 1• _ 100% 115% 125% 100% 115X 115% 1Qp% il5% 1257C 100% 115% 11!% 100% 11 % ��g� �1M (bt n 6' 10 598;11,202!11,551 15,897'16 804 17,326 21,196 22,405;23,101 33,300;36,685 38,743 T 8740' 9,143i 9,375 13111 13715+14063 17481 18287'18751 30011i 551`34041 _-t -� ' - I _ I d' 7 210 1i553 7 716 10 905 113301 11574 14 539 15 tOb IS 432 26,655 2�8,4�9c9�2,9c 565 35,540!37 991 39 420 I ' ( 31h' 10' 5 203 5,359�449 7.805 3,0391 ,171 10 07 10 718 10,89] 20 667 1 631 3)x311 33 I2 75 9' 6115 b,323' b 441 9173` 9 484 t 9 b 12 31 j 645'I2,883 23 4$4� k SUN and , S' ,- 21103 22,300 21556;28,937 29,733 i i I 11 3�885 3,979 4 033 5 827 F 5�9fi9 6,050 _71770 i 7�959, 81067 I61166 161610111180 21,555 12,41 column t T- i I i 1� 6narinj 14 3,003 3,064 3,099 4,504 4 596 4,649 6,005 6,129 6,199 11,1 13.320113,566 17,190 17,760 18,088 T ' � � I I ! I � f i ` ►1'/i• is' - _.}-_.._ � ___.__ __._..__r __-- _�._. _..__} io1483�pta1_'�10�952 I�9�7�437 La _ 8613 .. 90t3 1156-k 11853 12,018 20' R.- ..__�.____s__-{-j - i i I I I 22, 1540 9�T1`I �$i_T"•"`. :. COLUMNS ! i TJI 560 joists I I I Column Caps for TimberStrandb LSL and Parallamb PSL !?r�l i I 8 w - __.. -. ccss 2 s�o aa�.alaa Ecc 1 Beam on Column Cap -- - ___ _ ._ _ _ ' S'.4'[l• 24,060 XECCST 31,170•f--;-�_ _.1_._� fi - 30 it?78 T3 • 's� a Ib .0 . I g,. _ - -- - _ ___ „ InUermediab Mfi-Ai r. 36095 KCC57 36,095 rah r a Ph" End ECCPM 18,375 KECC74 44,295 1nUrmndutn CCl�i�-4 56 915 KCC74 54 845 - - End ECCP�i-6 y ,.. 1 aiu d,d15_ KECCISX45,940 I s.... _ C04-b i 56875 XCCT5X `���jj 56,875 d1 w�diaU 1 r IZ T.a 7. EN ECC14k 1'h 36 750 KfCCTTX `" Z30 __ 1.770 ! 10d r lifi' 14 INdia CCIIA 145 15 KCCI7X 15�94p T1 II I 3�60 Tf12395 lOd t0A lih I ' r III _TH017118 lOd t lOd r Nh 210' T TH3118 r 2 64IDd 1'fi• Q I TH035118�-2,535 IO I IOd x 1'h' z 7A0'515 1�B So 15 A►J s -: II' _ KEVIN J. WOOD, P.E. CONSULTING ENGINEER -- 1 - pF NEw� 3 ER 131a 1(v'Mu as LaM LV KE IN J. �'� PHILLIP COTE SECOND FLOOR ADDITION 2007 W 4DCS2 2 SlAi- E4 CA iow-, SNOOD 4 �A' � `�t<►�d���' o� 1ati►�Ra�.lat,� t<ui_ * # 27 Maple Drive, Queensbury, NY 12804 ou�l. 2 C-o+. s%a"x�1''cr�uMus i -- -- -- -- - - Scale: Per d . P.J.B. m Drawn by Date: 11-14-07 `�`' �' Revisions: �1JD ��DOQ. -��fi S'S'SF #078552.1 J zo o' • Revisions: SSI �'�� Revisions: r 93 SECOND FLOOR PLAN & JOIST LAYOUT Dwg. A - 2 ..�...-,•e.o aer.w_rnpld Nn ,M.e3 1 00, Ole C1 17 17 i � \ ;. :� \�,., �.. � \ i \ � / _. ice.. � ---�•--�-----------� P4Y-� '` \� FLU. joitj-!S �Q - _ IG 5 u f/ J. T2" MWOL1. j'_ -2.IO''71 'L-__ __—__.•__ Cr 19) N 18 FLY�TI►1 i �' �� - Ul 6, GENERAL NOTES: THE OWNL-'R/CONTRACTOR rS RESPONSIBLE FOR COMPLIANCE WfM ALL NYS CODE REQUIREMENTS AND LOCAL,REQUIREMENTS OF THE TOWN OF QIIEENSBURY, --Aous.3Teca UtP } 23�S2T�GFtcsocz� THE OWNER/CONTRACTOR IS RESPONSIBLE FOR ALL EMPLOYEES AND u.- — �� WILL COMPLY WITH ALL OSIIA STANDARDS.AND IS RESPONSIBLE FOR : r Q-ISI� L•a�lli��l�'�� ALL CONSTRUCTION ME'l1lODS,'1'I:CHNIQUES,AND COORDINATION. L7 THESE PLANS WERE DEVELOPED FOR A OVERALL SCOPE OF WORK, THE I Y4 Q1W Ili, aMrQ f✓{�STIw�L �'��L� 'FL�N►ll y �"� ��-I��U[� OWNER/CONTRACTOR WILL CAREFULLY REVIEW ALL ITEMS,NOTES, �'lA" ��M �ppt i� r DIMENSIONS ETC. PRIOR TO CONSTRUCTION AND TO VERIFY ALL ITEMS I i AS TO CORRECTNESS AND ACCURACY, THESE DRAWINGS ARE NOT TO BE It 4�Q t'�a� l�" M�C.QDLpN• l,,,V.1.,. bw) �� �� I � I � SCALED FOR CONSTRUCTION PURPOSES. I I 1 i THE PROFESSIONAL SERVICES OF THIS ENGINEER DOES NOT INCLUDE ANY SKIT REVIEW PRIOR TO CONSTRUCTION. PROFESSIONAL SERVICES ARE 11-4 { LIMITED TO CODE COMPLIANCE IN TI IL DESIGN AND DEVELOPMENT OF {� TIIFSF PLANS ONLY. cc 0 [x1s-r1�c, s�v,cn. VI" I { ao I �j Y —_ lE�,loo,Oa' t00�OI 'a KELV'NJ. � WOOD � �LeJ.`1gA5b 99;5ifz Fd�nntt,�t tZoou, O _ c a �;, '� �-, ��.•. ..,, .• •. _: �. ., - • I .— — ----- AEU q4.� q�' Y,• � __ mZ�� "07p .o a IKEVIN J. WOOD, P.E. CONSULTING ENGINEER 0 0�;• � E,c�S-tt�c, �'ou„nl,-c(bl,� �,cts—„I��c, �a�ue�,o,,,` J i PHILLIP COTE SECOND FLOOR ADDITION 2007 u 27 Maple Drive, Queensbury, NY 12804 s Scale: Per detail Drawn by: P.J.B. Date: 11-14-07 � Revisions: Revisions: Revisions: STOCK DR AFTING FORM NO.101-03 CROSS SECTIONS: EXISTING & PROPOSED Dwg. A — 3 LIF i PLOT PLAN KEY: TE } 1, EXISTING 2 STORY PORTION OF THE HOMV�E WHICH WILL HAVE THE - 2. EXISTING I STORY PORTION OF THE HOME ROOF TRUSS SYSTEM REMOVED BY A CRANE,FLOOR JOISTS ADDED WITH EXTERIOR&INTERIOR SECOND FLOOR WALLS. UPON COMPLETION OF THE PROPOSED SECOND STORY FLOOR&WALL Sw STEM THE ROOF 1 ' STSTEM WITH TRUSSES WILL BE SET ON THE NEW 2 FL.STRUCTURE. 3. EXISTING WOOD DECK 4. EXISTING CONCRETE COVERED PORCH 5. EXISTING ASPHALT CONCRETE PAVED DRIVEWAY rrr f j 1 i 1 o 0 ' '� 2.� M041.Sr 041J6• _ � " cu Se_ak gl_ F'ron`t dew+i - New NS KEVIN J. WOOD PLOT PLAN _ �oA #078552.1 �� a zoz, SCALE 1" =20" N" ew Ro SSIo�P� N O r A u W - KEVIN J. WOOD, P.E. CONSULTING ENGINEER PHILLIP COTE SECOND FLOOR ADDITION 2007 f 27 Maple Drive, Queensbury,NY 12804 die g ♦ Scale: Per detail Drawn by: P.J.B. Date: 11-14-07 s Revisions: Revisions: o Revisions: u �J►�Q 5 ��1E ���� Dwg. A — 4 ` �� ��` �L�ti ELEVATIONS & SITE PLAN