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2011-332 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 .' Community Development- Building& Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20110332-37964 Date Issued: Friday, Qctober 12, 2018 This is to certify that work requested to be done as shown by Permit Number P20110332-37964 has been completed. Tax Map Number: 307.-1-29 Location: 59 WEST MOUNTAIN RD Owner: East Slope Holding, LP Applicant: Spencer Montgomery This structure may be occupied as a: Storage Shed By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan,, ;1W 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: P20110332 Application Number: A20110332 Tax Map No: 523400-307-000-0001-029-000-0000 Permission is hereby granted to: EAST SLOPE HOLDINGS. LP For property located at: 59 WEST MT. Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. T_we of Construction Value Owner Address: EAST SLOPE HOLDINGS, LP Shed/Storage Sheds $7,000.00 59 WEST MT. Rd Total value QUEENSBURY,NY 12804-0000 $7,oao.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans&Specifications 2011-332 addition to storage area of ski school $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sunday,November 04,2012 (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 T 7;7fty ri vember 04,2011 SIGNED BY v for the Town of Queensbury. Director of Building&Code Enforcement `_____________________________________________ ____________ _._ _� ._____..__.____r_... I.,ZFICE USE ONLY n E lJ V , 0 TAX MAP N0. PERMIT NO. , p W , ;. FEE PAID: BLDG. &CODES APPROVAL I'll 0 JUL 05 2011 ............................�----------:.......___._ , 70WN pF QUE NSBCIR'�_. ACCESSORY STRUCTURE BUILDING FERMI Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure-No.-3.entitled Accessory Structures- Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE'WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE. ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: 5k; We4. ff4n G0%-'Lc 1,-on IN S(7 A LLER/BUILDER:6&me- I W►- VJ-AJe-erS ADDRESS:J9,�✓,WLS/��15'�•/HOC U47`J� ADDRESS: PHONE NOS.c7 6,7Qt3.6406 / PHONE NOS. LOCATION.OF PROPERTY: Ale4 /SPA. 5k: Q,-ea- SUBDIVISION NAME: 11 , n LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: We4 S%de o+' OAST'(AM1 • f a►;n L4 C— HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? ❑YES ❑ NO IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL: ESTIMATED COST OF CONSTRUCTION: ODO ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES',PLEASE LIST: ) /� p CONTACT PERSON FOR BUILDING&CODES COMPLIANCE:/ / '/elG a PHONE:26�' 1 65G sT No :::PROPOSED PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT SQ.FT. SQ.FT. SQ.FT. FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE BOATHOUSE WITH SUNDECK ozs,= er 0 1 G d DOCK SHED . i POLE BARN Dal SAE DETACHED GARAGE(NO.OF CARS: ) OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA & MUST CO�JMPLY=WITH7FAR [FLOOR AREA RATIO].REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noter!; and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Cer iificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. QUESTIONS? CALL 761-8256 OR EMAIL I have read and agree to the above. codes(@gueensburv.net /} /,/ VISIT OUR WEBSITE FOR MORE INFORMATION Signed. �( ' G+� Dated: Z 2 `"`"w pueensbury.net Town of Queensbury- Community Development Office • 742 Bay Road, Queensbury, NY 12804 Framing / Firestopping Inspection Report Office iNo. (516)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm De rt:,-07 ;;,jj-'�_am/pm 742 Bay(toad, Queensbury, NY 12804 Inspector's Initials: NAME: & PERMIT LOCATION: WINSPECT ON: I TYPE OF STRUCTURE: `� S h ecy N NIA COMMENTS: Attic Access 22"x 30" minimum Jack Studs/Headers Bracing I Bridging Joist hangers Jadc Posts/Main Beams Exterior sheeting nailed properly 12" O.C. . Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top.Plate 1 % 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%inch or. 5/8 inch Type X Garage side 5/8 inch Type X CeillnWwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. O 5.7 sf above/below grade 5.0 sf grade LABuiiding&Codes Forma-OLOtuiiding&CodesUnspection ForrnsWreming Firestopping inspection Report.doc Revised January 7,2008 f� MiTek® MiTek USA, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 314-434-1200 Re: 12-4415 WARD 12-4415 The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Riverside Truss. Pages or sheets covered.by this seal: I19511012 thru I19511012 My license renewal date for the state of New York is January 31,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. q�pF NE �P Jp,N GA& 09 LU �° 0 0 AROfi P� September 4,2012 Garcia,Juan The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1. Y S j J_o Truss Truss Type city Ply WARD 12-0415 119511012 12-4415 AIR ATTIC 18 1 Job Reference o tional RIVERSIDE TRUSS,RIPARIUS,NY 7.250 sAug 252011 MiTek Industries,Inc. Tue Sep 0410:02:41 2012 Page 1 - ID:M2jjlJoE1 zF?gvM9VzOR8KyxDhl-pzEJwU H6tceJ?tgNX3b6gg2QjwxPT6PzOBN P_2yh2Di 1-0.(), 3-2-15 5-10d 10.311 12-0-0 13-&5 1&1-12 20.9-1 24-0-0 �5-0-a �1:. 3.2-15 2-7-5 4-5-7 1-8-5 1-8-5 45-7 2-7-5 3-2-15 1-0�-0 6x8= Scale=1:58.8 7 9.00 12 2.5x6= 2.5x6= 6 8 17 19 18 1.5x4 I 3x9 II 3a9 II 6x8-i 5 9 6x8 2x6�� 4 10 Zx6 i 3 11 12 ye�y 1 2 0 4x8= 16 15 14 4x8= 6x8 = 6x6= 6x6= i 3-2-15 5-10-0 18-1-12 20.9-1 24-0.0 3-2-15 2-7-5 12-3-8 2-7-5 =11 Plate Offsets(X,Y): (14:03-0,0-3121,f16:03-0,03-121 LOADING(pyy) SPACING TCLL 38.5 1-4 0 CSI DEFL in (loc) I/defl Ud PLATES GRIP (Ground Snow=50.0) Plates Increase 1.15 TC 0.48 Vert(LL) -0.35 14-16 >813 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.37 Vert(TL) -0.53 14-16 >530 240 BCLL 0.0 Rep Stress Incr YES WB 0.54 Horz(fL) 0.02 12 Na n/a BCDL 10.0 Code IBC2006/TP12002 (Matrix) Wind(LL) 0.03 , 16 >999 240 Weight:198 lb FT=20% LUMBER BRACING TOP CHORD 2 X 8 SYP SS TOP CHORD Structural woad sheathing directly applied or 5-8-3 oc purtins. BOT CHORD 2 X 8 SYP SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 SPF Stud'Except* JOINTS 1 Brace at Jt(s):17 6-8:2 X 4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) 2=1311/0-5-8 (min.0-2-1),12=1311/0.5-8 (min.0-2-1) Max Horz 2=112(LC 7) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 23=2006/0,3-4=1806/0,4-5=-1727/0,5-18=1142/0,6-18=1012/0,6-7=0/516, 7-8=0/516,8-19=101210,9-19=-1142/0,9-10=1727/0,10-11=1806/0,11-12=2006/0 BOT CHORD 2-16=0/1499,15-16=0/1157,14-15=0/1157,12-14=0/1499 WEBS 6-17=1846/0,8-17=1846/0,5-16=0/1084,9-14=0/1084,3-16=-482/31,11-14=-482/32 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=4.Opsf;BCDL=4.Opsf;h=20ft;Cat.11;Exp B;enclosed;MWFRS(low-rise);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pg=50.0 psf(ground snow);Ps=38.5 psf(roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 15.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. ` 0� E'^' 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. [� r'V 8)Ceiling dead load(5.0 psf)on member(s).5-6,8-9,6-17,8-17; Wall dead load(5.0psf)on member(s).5-16,9-14 '� G 9)Bottom chord live load(60.0 psi)and additional bottom chord dead load(5.0 psf)applied only to room.14-16 ��Q �JPN ARC�9 10)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/fPI 1. 11)"Semi-rigid pilchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Attic room checked for U360 deflection. Cr to LOAD CASE(S) Standard m LU �O.013 c)&N AR�FE�SMGo September 4,2012 AWARWNG-Verify design parmnetem acid READ NOTES ON THIS AND INCLUDED MTEK REFERENCE PAGE PHI.7473 BEFORE USE Design valid for use only with Mfrek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown B for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the MiTek erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.Far general guidan ce regarding fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSI Building Component 14515 N.Outer Forty,Suite#300 Safety Information available from Truss Plate Institute,781 N.Lee Street.Suite 312.Alexandria,VA 22314. Chesterfield,MO 63017 It Southern Pine(SP or Slip)lumber is specified,the design values are those effective 06,T1/2012 by ALSC or proposed by SPI3. Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x,y 1 6-4-8 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property /4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth.J� diagonal orx-bracing,is always required. See BCSI. TOP CHORDS cl-2 c2.3 2. Truss bracing must be designed by an engineer.For 0'/16 4 wide truss spacing,individual lateral braces themselves WEBS �a, may require bracing,or alternative Tor I Oh. � � p bracing should be considered. = u �� O b 3. Never exceed the design loading shown and never s�0 U stack materials on inadequately braced trusses. 0 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate cr-e c3 cse designer,erection supervisor,property owner and plates 0-'ha'from outside BOTTOM CHORDS' all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. *Plate location details available in MITek 20/20 NUMBERS/LETTERS. software or upon request. B. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the `Width measured perpendicular ESR-1311,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION Southern Pine lumber designations are as follows: 12.Lumber used shall al of the species and size,and 9 in all respects,equal to or better than that Indicated by symbol shown and/or SYP represents current/old values as published specified. b text in the bracing section of the by AWC in the proposed NDS Y 9 SPp represents SPIB proposed values as provided 13.Top chords must be sheathed or puriins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15,2011 spacing indicated on design. if Indicated. SP.represents ALSC approved/new values with effective date of June 1,2012 14.Bottom chords require lateral bracing at 10 ff.spacing, BEARING (2x4 No 2 and lower grades and smaller sizes), or less,if no ceiling is installed,unless otherwise noted. and all MSR/MEL grades 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MITek@ All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17.Install and load vertically unless Indicated otherwise. 0 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, iTek 20.Design assumes manufacture in accordance with _ Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet:Mll-7473 rev.01/18/2012 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins' coon rERMIT Z Queensbury Building&Code Enforcement Arrive: art: ' " a /pm 742 Bay Road, Queensbury, NY 12804 Inspecto s Initia s NAME: ��lIPs�— yn.% S C�,.,�ems` #: LOCATION: _ Gi e s '� rV\�i i�i Z_CAq 1S INSPECT ON: it // TYPE OF STRUCTURE: if N WA COMMENTS: taming Attic Access 22" x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Lt4-7 O Jack Posts/Main Beams e � tj Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/.Holess/Bearing Walls Metal Strapping for Notches Top.Plate 1 % w 16 gauge 8 16D nails each side Draft stopping 1,000-sq. ft. floor trusses Anchor Bolts 6 ft. or lesson center �p �AA"� �� Ice and water shield 24 inches from wall -Fire separation 1, 2, 3 hour � � gC_ Fire wall 2, 3, 4 hour - Firestopping Penetration sealed 16 inch insulation in cav' min. Garage Fire Separation ('D�LiQs House side's inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceilin all Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-0LDTu11dhvA CodesUnspection Fornifframing Firestopping Inspection Report.doc RevWW January 7,2008 1 Framing / Firestopping Inspection Report .�.— Office No. (518)761-8256 Date In ' n r ' ed: / �-- Queensbury Building&Code Enforcement Arrive: • a part: m 742 Bay Road, Queensbury, NY 12804 Inspector's In' puCr4�;o►mp, & wesr "r4 PERMIT#: _( L 37-----' LOCATION: "7--w'--i INSPECT ON: TYPE OF STRUCTURE: Framing Y N NIA COMMENTS: Attic Access 22"x 30" minimum 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top.Plate 1 % w 16 gauge 8 16D nails oath side Draft stopping 1,000 sq.ft. floor trusses Anchor Bolts 6 ft. or less on center tce and water shield 24 inches from wall Fire separation I, 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 Ceilingfwall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LN30ding&Codes Forms-1.130 ilding&CodesUnspedion FomisTraming Firestopping Inspection Report.doc Revised January 7,2008 fir► ��� 1 � /� _ Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: h ha Queensbury Building&Code Enforcement Arrive: am/pm Depart; pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: S PERMIT#: 11--3.3 2l LOCATION: LJ m4 n Wa INSPECT ON: TYPE OF STRUCTURE: S h Lomm a PH Merowa+ Y N NA o1 Lao- % g Footings Piers , .� V m118 n� 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 pMose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place . Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: L M r-,Y ts%L Z 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report-doc Last printed 12/20/2005 9:24:00 AM kes �r`'► � Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Inspection r st e Queensbury Building &Code Enforcement Arrive: a art: am 742 Bay Road, Queensbury, NY 12804 Inspector's In Q. S P AIIIT #: �3 -3 NAME: QJ� LOCATION: 57 ff cl INSPECT ON: Aj_/d I TYPE OF STRUCTURE: S "88 �- rl <f Y IN NIA Rough Plumbing /Nail Plates ( o M V r Plumbing Vent/Vents in Place 1 %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 f—_37D� Z-)u 1D _ - -Water-Supply-Pip ng - - _ _ .. ,� r-,i i� Air/Head 50 P.S.I for 15 minutes tatiien/Residential Check/Commercial Check. Tyvek or Similar Exterior Sealant +�� cei LPL= Pro er Vent, Attic Vent Door/Window Sealed No Insulation Duct/Hot Water Piping Insulation If r uired unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 s FIRE MARSHAL'S OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804 "Home of Natural Beauty ... A Good Place to . Live " PLAN REVIEW West Mtn Ed. Foundation Bldg 2011 332 8/26/2011 The following comments are based on plan review: 1) Locks /Latches throughout to comply with 1.029.2 2) Fire ext locations to be discussed 3) FM to test all exit and emergency lighting features to verify function and backup. Provide lighting plan including illumination of exterior egress. 4) All provisions of NYSFC Chapter 14 and NYSEBC Chapter 14 shall be followed during construction. 5) Truss ID is required Michael J Palmer Fire Marshal 742 Bay Road Queensbury NY 12804 firemarshal@queensbury.net Fire Marshal 's Office Phone: 518-761-8206 Fax: 518-745-4437 fCremarshal fteensbuny net www.queensbuty.net