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BOTH-000203-2015
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 —- Community Development-Building&Codes (518)761-8256 CERTIFICATE OF COMPLIANCE Permit Number: BOTH-000203-2015 Date Issued: Tuesday, October 27, 2015 This is to certify that work requested to be done as shown by Permit Number BOTH-000203-2015 has been completed. Tax Map Number: 316.5-1-16 Location: 26 EAGAN RD Owner: MARIE VAMVALIS Applicant: MARIE VAMVALIS This structure may be occupied as a: Deck 224 s.f,3-season porch 280 s.f. By Order of Town Board TOWN OF QUEENSSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, QQQvvv///kkF"' V 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 12804-5904 (518)761-8201 OL Community Development-Building&Codes (518)761-8256 BUILDING PERMIT Permit Number: BOTH-000203-2015 bf 201cREVISED ) —,�&b Tax Map No: 316.5-1-16 ,J `® �T S E D Permission is hereby granted to: MARIE VAMVALIS R L V 1 For property located at: 26 EAGAN RD in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Type of Construction Owner Address: 26 Eagan RD Porch-3 Season,Covered,Enclosed $77,679.00 Queensbury,NY 12804 Total Value $77,679.00 Contractor or Builder's Name!Address Electrical Inspection Agency Hunt Companies 515A County Route 45 Argyle,NY 12809 Plans&Specifications PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 17,2016 (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 Qum Monday, tgu t 17,2015 SIGNED BY: `( for the Town of Queensbury. Director of Building&Code Enfo ement TOWN OF QUEENSBURY 0.4411%i 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20150356 Application Number: A20150356 Tax Map No: 523400-316-005-0001-016-000-0000 Permission is hereby granted to: MARIE K VAMVALIS For property located at: 26 EAGAN Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: MARIE K VAMVALIS Deck $77,679.00 26 EAGAN Rd Porch QUEENSBURY NY 12804-0000 Total Value $77,679.00 Contractor or Builder's Name/Address Electrical Inspection Agency HUNT COMPANIES 515A COUNTY ROUTE 45 ARGYLE NY 12809-0000 Plans&Specifications BP 2015-356 Deck 224 sq. ft. (free-floating) and 280 sq. ft. 3-season porch $100.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 17,2016 (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 Tow of Que sbu 4m, d.l :ust 17,2015 SIGNED BY \ for the Town of Queensbury. Director of Building&Code Enforcement ACCESSORY STRUCTU - •. 407 '�'�1� ice Use On! " 1ceived DATE F- 7 rtri- Map ID TAX MAP ID ` 01 �� e it No. 2—S 15 -35(c; 111 Per it Fee X11 v(7 ; tri ZONING •Ue-- S _Re ee HISTORIC SITE Yes X N• T*BUILpING&CODE Approvals SUBDIVISION NAME Lot# APPLICANT �'I u NIT corn PA N/ESWS i c_ OWNER / ,(u_f£ 09 114 1/ ' 5 ADDRESS 5-1 S /) COU N I Y grki IE IFS ADDRESS D2-6 I� CY`/ 4 /7D r (6-`r N , advg d?Y Qu I 513u ) N Y ;so Lt-- PHONE _9-1Y - F(06 / PHONE 7 9 C oz 1 $ CONTRACTOR ! U.N T C0 i PA N f t 7 5/ INC - COST OF CONS TRUCTION(ESTIMATED): $ 7 7 w 79 , 2-6-2- ADDRESS: b ADDRESS: 5 ( S COUNT L( (2-0(-1 76- '-E'S BUILDING ADDRESS: ckCQ e I'3C-f}kI r-E7 2,6- � I `f 1 ago PHONE: 5 L fS' E'-tv 3 FC 6 1 F COG CONTACT PERSON FOR BUILDING&CODES COMPLIANCE 0 P1-1) f 1.) T /&6 PHONE W 31(-- Q C6 I TYPE OF CONSTRUCTION Check all that apply Please indicate measurements as required below Boathouse 15'floor sq.ft. 2nd floor sq.ft. Total sq.ft. Height Boathouse with Sundeck V Deck (2g_i...0 ?l t� nZ 7 02 02 U r) G2cie4r4 D Detached Garage(#of cars ) Dock Pole Barn Porch -open Porch—3 season,Covered,Enclosed oZ5r0 D1ff6 13�— �,'1 Shed Other Accessory Structure(s) ""Considered floor area&must comply with FAR (floor area ratio)requirements if located in the WR zone DECLARATION: 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 &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 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. ✓1 have read and agree to the above: Print Name: DA()U I I) N YlG-frs Date: Y— 7— I )r Signature: �` Date: ) 1 Town of Queensbury Building&Codes Accessory Structure Application July 2014 CGeneratedl by RESdhack-Wab S©uiruwarre �(J Compliance Certificate Project Vamvallis Addition Energy Code: 2010 New York Energy Conservation Location: Warren County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 6 (7635 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 11.9%Better Than Code Maximum UA: 126 Your UA: 111 The%Better or Worse Than Code Inez reflects how close to compliance Me house is based on code t ade_oN roles. It ODES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area r Cavity Cont. or U-Factor UA Perimeter Floor:All-Wood joist(Truss Over Uncond.Space 263 30.0 0.0 0.033 9 Wall:Wood Frame, 161n.o.c. 455 21.0 0.0 0.057 10 Window:Wood Frame,2 Pane w/Low-E 127 0.260 33 Door:Glass 140 0.320 45 Door: Glass 20 0.300 6 Ceiling:Flat or Scissor Truss 280 38.0 0.0 0.030 8 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: SUNROOM ADDITION OF NiFp, PHpKF-iry�d�p91 V ��"i�4'3ji iY O� CL I Project Title:Vamvallis Addition Repok date: 08/07/15 Data filename: Page 1 of 6 Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): Window 0.26 Door 0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments h REScheck Software Version 5.5.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0%were addressed directly in the REScheck software Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed. Where compliance is Itemized in a separate table, a reference to that table Is provided. Section Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions • & Req.ID 103.2 Construction drawings and ❑Complies [PR111 documentation sufficiently ❑Does Not demonstrates energy code compliance for the building ❑Not Observable envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR311 demonstrates energy code compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: []Complies [PR212 sized per ACOA Manual S based Btu/hr Btu/hr []Does Not on loads per ACCA Manual J or Cooling: Cooling: other approved methods. Btu/hr r Btu/h ❑Not Observable ❑NOC Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vamvallis Addition Report date: 08/07/15 Data filename: Page 2 of 6 Section # Foundation Inspection Complies? Comments/Assumptions & Re .ID 303.2.1 Exposed foundation Insulation ❑Complies [FOUP protection. ❑Does Not ❑Not Observable [Not Applicable 403.8 Snow melt controls. ❑Complies [F01212 ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Vamvallis Addition Report date: 08/07/15 Data filename: Page 3 of 6 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.4.4 Fenestration that Is not site built ❑complies [FR2011 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 []Not Observable or has infiltration rotes per NFRC 400 that do not exceed code ❑Nat Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR3612 sealed at housing/interior finish ❑Does Not and labeled to Indicate&It;=2.0 []Not Observable - cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All Joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return ducts are sealed. []Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR1513 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R-_ R-_ ❑Complies [FR17]2 above 105 OF or chilled fluids ❑Does Not below 55 OF are Insulated to R-3. ❑Not Observable []Not Applicable 403.4 Circulating service hot water R-_ R-_ ❑Complies [FR1812 pipes are insulated to R-2. ❑Does Not ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complles [FR19]2 Installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Vamvallis Addition Report date: 08/07/15 Data filename: Page 4 of 6 Section • # Insulation Inspection Comeliest Comments/Assumptions & Req.ID 303.1 All installed insulation labeled or ❑Complies [IN33]2 installed R-values provided. []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact Tiler 2) 3 Low Impact(Tier 3) Project Title:Vamvallis Addition Report date: 08/07/15 Data filename: Page 5 of 6 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.4.2, Building envelope tightness ACH 50=_ ACH 50=_ ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI1711 of<,7 ACH at 50 Pa.This ❑Not Observable requirement may instead be met via visual Inspection,in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- _chn _cfm ❑Complies IFI412 construction with maximum ❑Does Not leakage of 8 cfm to outdoors,or ❑Not Observable 12 cfm across systems.For rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [FI912 installed on forced air furnaces. []Does Not []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat Installed ❑Complies [FI10]1 on heat pumps. []Does Not []Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [FI1212 systems have automatic or []Does Not accessible manual controls. []Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies (F1712 ❑Does Not []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complles [FI38)3 mechanical and water heating ❑Does Not equipment have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact Mer 3) Project Title:Vamvallis Addition Report date: 08/07/15 Data filename: Page 6 of 6 Job Truss Truss Type Oty Ply Hunt CO 15053741B 501 SCISSORS 6 1 Job Reference(optional) Universal Forest Products - Run:7.610 s Jan 29 2015 Print:7.610 s Jan 29 20.15 MiTek Industries,Inc. dMay 2916:28:33 2015 Page 1 ID:JwtPHrfv2kkAN1 BKUxK012zBcJH-BabFmf3DPXdkRNztRSDbJcFQKXSdJHmieJsxPzBbkC • I -2-0-0 1 _ 6-2-13 _____F_ 10_00 1 13-9-3 I - 20-0-0 u- , � 22-0-0 2-0-0 6-2-13 3-9-3 3-9-3 6-2-13 2-0-0 • Buie.lot, aan 4. i/ i top 12• _ %-/� ^ -. 2 ' 6� A \l n-� - /key 'l,/ ., ti *40••.% 4410 a 10-0-0 20-0-0 I 10-0-0 i -- 10-0-0 Plate Offsets(X,Y)-[2D3-1-14,0-0-101,f6:0-1-14,0.0-101.18:0.40,0.4-101 r...._ _ -- �__ -_ _ LOAGNG(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl-Lid I PLATES GRIP TCLL 46.2 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.45 8 >521 240 MT20 197/144 (Ground Snovw60.0) Lumber IDOL 1.15 BC 0.66 Vert(TL) -0.88 2-8 >267 180 TCDL 10.0 Rep Stress Ina YES WB 0.59 Horz(TL) 0.50 6 n/a n/a BCLL 0.0 BCDL 10.0 • Code IRC2005/TP12002 (Matrix) Wind(LL) 0.12 8 >999 360 Weight:64 lb FT=4% LUMBER- - -- - -- BRACING- TOP - --- CHORD 2x4 SPF 2100F 1.8E TOP CHORD Structural wood sheathing directly applied or 2-10-11 cc purlins. BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. WEBS 2x4 SPF No.2 [MiTek recommerKls that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation quids_ i REACTIONS. (lb/size) 2=1544/0-5-8 (min.0-2-7),6=1544/0-5-8 (min.0-2-7) Max Horz 2=59(LC 9) Max Uplift2=-113(LC 8),6=-113(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-9=4882/261,3-9=-4688/286,3-4=-3800/80,4-5=-3800/80,5-10=-4688/286,6-10=4882/261 BOT CHORD 2-8=-174/4485,6-8=-174/4485 WEBS 4-8=0/2399,5-8=-1251/247,3-8=-1251/247 NOTES- 1) OTES1)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=6.Opsf;h=24ft;Cat II;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)zone;cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=60.0 psf(ground snow);Pf=46.2 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 46.2 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Bearing at joint(s)2,8 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 113 lb uplift at joint 2 and 113 lb uplift at joint 6. 9)This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard