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2003-787 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804.5902 (518)761-8201 Community Development-Building&Codes (518)761.8256 nrDT r ATE 'r OCCUPANCY ULM IFI%,JfIJL VJU Permit Number, P20030787 Date Issued. Monday,November 22,2004 This is to certify that work requested to be done as shown by Permit Number P20030787 has been completed.- n Tax Map Number, 523400-303-020.0001-002-000-0000 Location; 820 QUAKER Rd t C+cvner, MARSHALL&EVELYN SEELYE Applicant; HJE COMPANY INC. This structure may be occupied as a; By Order of Town Board Commercial Alteration 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: P20030787 Application Number: A20030787 Tax Map No: 523400-303-020-0001-002-000-0000 Permission is hereby granted to: TIM, COMPANY TNC',. For property located at: 820 QUAKER 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 Tie Owner Address: MA.R.SHALL&EVELYN SEELYE 235 QUAKER Rd Comunercial.Alteration $75,000.00 Total Value $75,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name/Address Electrical Inspection Agency STR'ATJSS. TOSEPH NY Plans&Specifications 2003-787 HJE COMPANY, INC. 4500 SQ FT COMMERCIAL INTERIOR ALTERATION AS PER APPLICATION SPR 22-2002 Approved May 16, 2002 (Powder Metallurgy Operation)Research and Development. Building Permit issued with conditions. See Craig Brown's letter dated October 2, 2003. $540.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Sund K. October 02, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement of the Town of Queensbury before the expiration date.) Dated at the To of eensb ; T rS ay, October 02, 2003 SIGNED BY 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 BUILDMG PERMIT Permit Number: P20030787 Application Number: A20030787 Tax Map No: 523400-303-020-0001-002-000-0000 Permission is hereby granted to: TIMCKCOMPANY For property located at: 820 QUAKER 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: MARSHALL&EVELYN SEELYE Commercial Alteration $75,000.00 23 5 QUAKER Rd Total Value $75,000.00 QUEENSBURY,NY 1280.4 Contractor or Builder's Name Address Electrical Inspection Agency STRAUSS. JOSEPH NY Plans&Specifications 2003-787 TUNICK COMPANY 45,00 SQ FT COMMERCIAL INTERIOR ALTERATION AS PER APPLICATION SPR 22-2002 Approved May 16, 2002 (Powder Metallurgy Operation)Research and Development. Building Permit issued with conditions. See Craig Brown's letter dated October 2, 2003. $540.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Saturday, October 02, 2004 (If a longer period is required,an application for an.extension must be made to thelcode Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To o eOctober 02,2003 SIGNED BY for the Town of Queensbury. 'Director of Building&Code Enforcement Building Fermin :application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY .(518)761-8256 A permit must be obtained before beginning construction. permit File No o No inspection will be made until applicant has received a Fee Paid $ valid building permit. All applicants'spaces on this Rec.Fee Paid $ application must be completed and must appear on the Reviewed By: application form. } Applicant: Jose{�. rRl„S.S t. Owner: 1 vim,r(Ac eb" -�v ZZC. Address: ZS" C,IR,es rcor- Sf. 'Address- z-C- c. .k Phone i tf V7 Phone#(ML& ) 7�,1f- Property Location: Lot Number: / House Number / G} ke Subdivision Name: Tax Map Number: -751 CR New Building: residence /commercial 'Estimated Market Value of Construction:$. 0 Addition: residence/ commercial H an Addition,what will use of new addition be? Alteration: residence/ - ommer d"No change to exterior size: re once 1 om'1 0 Other work(describe j Cheek Oecupaneylnformation P Floor 2a Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet Q Single family dwelling o. Two f=fiy dwelling 0 Townhouse a Multifamily dwelling #of units 0 Office o Mercantile ci Manufacturin ----_---- 2=c�etac`he�'a-garage v _ 2 car detached garage r of 3 car detached garage (� , 0 1 car attached garage 0 2 car attached garage 0 3 car attached garage L)c6ri;� 0 Storage building- e commercial a Storage building- residential r� Other oifc,n. fJD What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for.what? Ar V Type of Heating System: electric/ oil / gas/wood 0orCCd hot a' / baseboard/other: Number of Ftrentaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of woik as regards to building codes: �` Name Address Phone Number V'G Builder ! rt%r_.- c� '-�.`�3A x umber M�Ron Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premise's and that all provisions_of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested bytne Zoning Administrator or Director of Building and Codes,an As Bu_itt�ev by a licensed surveyor;drawn to scale,showing actual location of all w co 'on. Signature: owner,owner's agent,'architect,contractor BLDG. PERMIT NO. 2003-7fi7 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 820 Quahut Road for the following uses: Tun i:ck Company (HJE) .2 x Juty 28, 2004 ) DATE �fGNATURE OF APPLICANT ti TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby t('`)APPROVED ( )DISAPPROVED with the following conditions: Ce&ti6i ate o6 Occupancy to be izzued upon c,ompteti.on oA: Site Pia . Conditions. TEMPORARY CERTIFICATE OF OCCUPANCY $l0. D PO 1 : 100.00 received on Jufy 28, 2004 Date of Issuance Director of Bldg. & Co a Enforcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 90 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. Commercial Final-Inspection Re-port Ao- Office No.: (518)761-8256 Date Ins ectio r rec r rec it- 0()_ ec�op r's�it� t p Queensbury Building&Code Enforcement Arrive: Depart: �z�Ptn 742.Bay Road,Queensbury,NY 12804 4L Inspector's I-nit NAME:Aftlii_L (?D( FERMI 00 M LOCATION: 894 N (9 M "JA bl�M� DATE: qj 0 COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. §pacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 711/Treads 1111 OC Vestibules For Exit-doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiviiig/Shipping Room(2 hr.), I V2doors > 10%> 1000 sq.ft. 1/4Hour Corridor Doors&Closers Firewalls Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors. Ceiling Fire Stopping, 3,000 sq, ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage IN 9-4- �6 Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Be and V// Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Mill certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway V Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 201 wide Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PaznW\Building&.Codes\Commercial Final Inspection Report.doc r COMMONWEALTH ELECTRICAL INSPECTION SERVICES INO, " Main Office 176 Doe Run Road so Manhexm, PA 17545 MUNICIPAL CERTIFICATE a ELECTRICAL APPROVAL Penn No.f44fH11HN,iffff llf#It114f4Y }4t1}} ert! 7 6 10 0 Cut-in Card No.}t4#fY4##f1##fN#111#44#fifiH#Hf1f NQ }}''''fi�tt V w�+erlf#ff4lf14ifit To. .f!ltfffllffff+Yi}i1444N fillflttftf fft .flit Nl1t 4t1f 11fff1ffff If1!#!#+i4Y go, ffltf iii t11ff1i 1fifff4#4lfifff#ft114444#IttlI ifilfflfHfi14414iti! ++ t t ' Location,,mm.Me f44YYiliH444flft, ff toff** # t41 44#f44f1 ltffi441if 4#f a4 ifff fff f lffla#i11#f#If4i4N14f 441#flfa#01#M4644 04410041064#111tl to tflt llflf44414111 InstallationConlisting o• t4 ff }ffs t#1 .14#41 MM !f4# N#N44n44afplftfr!!!!!!!f Yf411f441t1M4/H}!Y!}lHtit4Y4Nfft itii#tl off too bike too ttpf#! 4 ek,61 ilk ff1 ffifflllf iff/1##5111, !flfffl!llfi#Nf111#4l#10 ff 10 a iflf##fm",flifgil of 44l44Y44f ff f4Yftifff#nNl#NilN14flflf4i N#lflNf!!f!!1#Y;i#liNiMfff tf4iii off t11f1NI .}ffftt}f 1i4f##li M0411410 f11411614fii ffif!l1414#fi#f i.i.#4fi11lfifif4f Hff11N/Nil!/liffllfl4}}Iff#4+#iffiHii#Ff i44lt#ff44fl+.f.NiHilff#t11l1f NiHii lfl#fff1+1+4l Y4f1#4#f# Installed Y l ff/#1##iff1#f#fi ifiY if#i1 flfi#fi ,ift4.Y4fit#ftfilfltffitft##!# m###i wiflf}it.##4,,,Lie. No. }#1#lt1Y#+Tiff/fftt11t1i}4+ffiifilff#1l1i41i}it!#i 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. Cron the introduction of additional equipment or alterations, application shah he promptly made for inspection} Inspectors of this.Company shall have the privilege of makin ections at any time, and if its rules are violated, the Company shall have the right t re, a th' er ' icate. Dated. #itillfi#i1t11#YIlY ffiiifltfflli#liifF}#14#f INSPECTOR 14f144#i#iilttiiftNi 111#11f 1}#41#4#4iiti+4}itiltftf ll#4t4itififfllf fl}+4+ttiffiNtlf fl#1#1} Member NAP4Af, IIAfE4Y4 C= Commercial Final-Inspection Report A Al Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 21 rO -am/pm Depirt: am/pm 742 Bay Road,Queensbury,NY '12804 Inspector's Initials: _ /V_ Per- STaP4 r I NAME: -Truk, PERMIT#: c— 3 -7 LOCATION: DATE: c — COMMENTS: Y N NA Chimney/"B"Vent Direct Vent Location C+j Plumbing Vent Through Roof 6"/Roof Complete -Exterior Finish Grade Complete "in 10' or Equivalent rO Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 1111 Vestibules For Exit doors>3000 sq. ft. All Doors 36 in.w/Lever Handles/Panic Hardware, if required X, Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. j_n4,3en&__4 dvri Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site /P Yn -Ojj-.Turnace Shut Off at Entrance to Furnace Area Sf6dlkroom/storage/Receiving/Shipping Room(2 hr.), I 1/2doors >10%> 1000 sq.ft ro 41f ev.5 1/4Hour Corridor Doors&Closers Firewalls Fire-Separation,2 Hour, 3 Hour Complete/Fire Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft,Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible loo, Handicapped Service Counters, 34 in., Checkout 3611 V Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Sigriage Assembly Space Final Electrical Ale.A c,,/ I Site Plan/Variance required �7nr$, Final Survey,New Structure/Flood Plain certification,If req. A." As-built Septic System Layout Required or On File // jila'de- Building Number or Tenant Address on Building or Dniveway Water Fountain or Cooler wide Building Access All Sides by 20'/Driveable Surface 201 Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Build1ng&Codes\Commercial Final Inspection Report.doc Town of Queensbury Fire Marshal's Office 742 Bay Roads - Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request ',, SCHEDULE Received: _—Permit# '��_� � INSPECTION ON: Name: �� AM I&D ANYTIME Location. APPROVED N/A YES NO COMMENTS i�ISLE WIDTHS _ _�- - - _ E tj01 W& ,SOT EXIT SIGNS--NORMAL BATTERYEMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM n FIRE SPRINKLER SYSTEM -V er, FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATINGN, UNITS CLEARANCE fo—ELECTRIA4 'W � " REQUIRED SIGNAGE EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN _ � � � F Coe- CHIMNEY ` MASONRY _ ,ROUGH IN -____-- FINAL "" 1 CHIMNEY FACTORY BUILT ROUGH IN FINAL WooD _ 1 STOVE ROUGH IN FINAL 011 VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE - MASONRY ItOiJGld,{N OK-THIS DATE OK OR CO (NOT FINAL FIREPLACE FACTORY BUILT DOUGH IN ___ INSPECTED BY FINAL COMDEUYCHRISJ WORDILETTER52001/FIREMARSHALINSPECTIONREPOItT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW--OCCUPANT COPY Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building& Code Enforcement Arrive: 2*3.. am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: #: � PERMIT LOCATION: - , INSPECT ON: TYPE OF STRUCTURE: . f, Y N N/A Framing COMMENTS V. 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 V5 Headroom 6 ft. 8 in. Notches/Holes/Bearing Wallsu/ � J Metal Strapping for Notches Top Plate 1 l2(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 snow shield 24 inches from wall Fire separation 1, 2,3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation rin cavity min. Garage Fire Separation House side t/2:inch or 5/8 inch Type X Garage side 578 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 L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 $� Hie Job Truss Truss Type City Ply ' � HILL62 COMMON `'' 22, .1 HILLTOP CONt3iR t399542 E 4' BNYWrBuifders Supply,S a h n Job sHa a Schenectady,NY 12306 5.200 s Dec 2 2003 Mrrek Industries;tnc-Man Dec 2211:20:1is -of1" 8.6.3 i 16-11-14 } 235 SO 3NI1.51,'' 385-0 + 45.10-12 53-0 T , 61-1U 10 6�8r2 ;1w , 0-if)•8 8-6-3 7-5-i1 7-5-11 7•5-11 7-5-11 7•5.11 7.5-tf 8-6-3 0-10.8 °j"'' ' 2.00 12 5x8 502 M1120H 4x6 s 4x5= 7 4xg ZZ 4x6 4x5-= 6 8 - :o 30 Z, 4 5 9 1D 30 3 11 1 2 12 13 4x6— 20 19 18 17, 16 15 14 6xl6 Mi120H= 4x8= 4x6= 6x6= exe= 4x5= 6x12 M1120H= 4x5= M ' i t-11.6 12*-2 20.11.6 I 30.11-5 40.11-6 50.10-12 i 61-10-10 11-11.6 0-2-12 B•9-3 10-0-0 10o•D 9.11-7 10.11-14 Plate offsets(X,r): 117:0-4-0,0-5-01 LOADING(psf) SPACING 1.4-0 CSI DEFL in (loc) Well Ltd PLATES GRIP TCLL 50.0 Plates increase 1.16 TC 0.74 Vert(LL) -0.98 14-16 >606 360 M1120 1971144, TCDL 10.0 Lumber Increase 1.15 BC 0.77 Vert(TL) -1.30 14-16 >457 240 M1120H 1481108' BCLL 0.0 Rep Stress Incr YES WB. 0.78 Horz(TL) 0.17 12 n/a n/a BCDL 10.0 Code IBC2000/ANSI95 (Matrix) Weight:294lb LUMBER BRACING —. _TOP_CHORD 2 X 6,SPF 240OF 2.0E_ TOP CHORD Sheathed or 2-5-9 oc pudins. BOT CHORD 2 X fi SPF 240OF 2.0E t� -- BOT CHORD•- -Rigid ceiling drectly.epp'ig,d a-5.3-8.oc bracing. WEBS 2 X 4 SPF No.2 WEBS 1 Row at midpt` ;''10=16. - 2 Rows at 1/3 pis 4-20,8-17 REACTIONS (Ib/size) 2=-238/0-5-8,20=3964/0-5-8,12=2184/0-5-8 Max Horz2=37(load case 9) Max Uplift2=580(load case 3),20=180(load case 6),12=-160(load case 7) Max Grav2=292(load case 2),20=4017(load case 2),12=2895(foad case 3) FORCES (sib)-Maximum CompressiorNMaximum Tension TOP CHORD 1-2=-20/0,2-3=-48913710,34=-818/4558,4-5=-2125/382,5-6--2074/389,6-7=39211730,7-8=-39201730, 8-9=-7075/1108,9-10=-7145/1101,10-11=-9828/1368,11-12=-106.42/1491,12-13=20/0 'BOT CHORD 2-20=-3594/493,19-20=-975/106,18.19=-975/106,17.18=-453/2885;.16-17=-930/6279,15-16=-1251/8691, 14-15=-1251/8691,12-14=-1433/10311 WEBS 3=20=-2207/405;4-20=5116/972,4-18=-439/2867,6-18=1630/340,6-17=-14311661,7-17=-62/746,8-17=-2874/405, 8-16=-110/1359,10-16=1994/307,l0-14=36/1081,11-14=-804/176 NOTES 1)Wind:ASCE 7-98;90r iph h=3011;TCDL=5.Opsf;BCDL=5 Opsf;Category II;Exp C;,enclosed;MWFRS interior zone and C-C Exterior(2) zone;cantilever left and;right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33.This truss is designed for C-C for.mernbers and forces,and for MWFRS for reactions specified. 2)TOLL:ASCE 7-98;P4=50.0 psf(roof snow);Exp C;Partially Exp.;L=45-0-0 3)Unbalanced snow,loads have been considered for this design. OIF NE 4)This truss has been designed for 1.00 times flat roof load of 50.0 psf on overhangs non-concurrent with other live loads. 5)WARNING: The unusually long span and/or configuration of this truss requires that extreme care be used in its application. Use proper >�� pl,'G J. Sin O transportation,unloading and erection methods. Assure that all required web later@�bracing is communicated to the building contractor. Ensure that aver-all building bracing is.designed by a qualified engineer,architect,or building designer. Q 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live toads per Table 1607.1 of IBC-00. "t 7)All plates are M1120'plates unless otherwise indicated. fL 8)'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. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 580 lb uplift at joint 2,180 lb uplift at joint 20• and 160 lb uplift at joint 12. BOA No•6ro LOAD CASE(S)Standard of:ESSIC December 23,2003 g WrrNng-Verily,design perimeters and READ NOTES ON THIS AND INCLUDED MrTEK REr•1:REkCE PAGE Mil-7473 BEFORE USE ENGINEERING-BY Design valid for use onlywith MiTek connectors.This design is based only upon parameters shovm,and is for.en individual butding i omponerx to be Installed and loaded vertically.Appicability of design paramenters and proper Incorporation of component is r6nons68Ry,of building designer-not truss designer.Bracing shown Is for lateral support of tn19vidual web members only.Additional temporary bracing to Incu're stability during construction is the respatelblllityof the seas.Additional permanentbradng of the overall structure is the responsibility of the buildng designer.For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consux QST-88 Quality Standard,nSB•89 Bracing Specification,and HIB-91 Handling Installing and Bracing Recommendation available from Truss Plate Institute,583 D'Onofdo Drive.Wdisoii;N453719 A MITek AffIIIRIe t Framing/Firestopping Inspection Report . Office No. (518)761-8256 Date Inspection request received: /j �r Queensbury Building&Cade"Enforcement Arrive: / u am/ Depart:" anipm 742 Bay Road, Queensbury,NY 12804 ' Inspeatar's Initials: " NAME-: �.er c�� Gt� G �. 'c�, PERMIT#: cQZ 3-7oa 7. LOCATION: Taz INSPECT ON: TYPE OF TRUCTURE: w.' N' 'NIA COMMENTS raming - PL 57 Jack Studs/Headers Bracing/Bridging ` Joist hangers Jack Posts/Main Beams / Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. ;F Stairwells 36 in:or more . Headroom 6 ft.'8 in. _ :r`f Notches/Holes t Bearing Walls Metal Strapping for Notches Tap Plate 1 1z(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 snow 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 J below grade 5.0 sf grade L:l,SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Reoort.doc January 29,2003 Framing Firestopping Inspedtion Report Office No. (518)761-8256 Date Inspectioqfequ2ce Queensbury Building&Code Enforcement Arrive: 11,jrz pm 0 rt: %J�4jv am/. Inih 'S 742 Bay Road, Queensbury,NY 12804 Inspector's . NAME: =C , Dwily C V C PERMIT#: zcnz--7�1 ?7 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Y N /N/A V FramingCOMMENTS Jack Studs Headers VL5, �>5 I Bracing Bridging P-b — j- Joist hangers L-0�(— W CPF I j, Jack Posts/Main Beams LC) A- A Exterior sheeting nailed properly LC I 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls 10�Pv Metal Strapping for Notches Top Plate I V2(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 snow 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 Yz inch or 5/8 inch Type X Garage side 518 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 L:\Suel-lemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doo January 28,2003 r Framing /Firestopping Inspection Report 2 , Office No. (518)761-8256 Date Inspection re receiv Queensbury Building&Code Enforcement Arrive: p D p 742 Bay Road, Queensbury,NY 12804 Inspector's Ini Is: NAME: _ PERMIT#: �/ LOCATION: a INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENT VY'Franting 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 V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft, floor trusses Anchor Bolts 6 ft. or less on center l Ice and snow 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 %2 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 I below grade 5.0 sf grade L:LSueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspecdon Report.doc January 28,2003 Framing/Tirestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement AiTive: 3tAU am/ Depart: 742 Bay Road,Queensbury,NY 1.2804 Inspector's Initials:� l aml 4m -Ti �t NAME: S*av,55 - PERMIT#: 03 778 7 LOCATION: k"y J--, INSPECT ON: TYPE OF STRUCTURE: 14(1 O-Aer Y N 'N/A ' C Fram� OMME ITS Jack Studs Headers Bracing Bridging C)L 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 I V2(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 snow 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 V2inch 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 L:\Suellen-iingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 169 Haviland Road QuPeinsbury, NY 12804 Hutchins Engineering Phone: (518)745-0307 Fax: (518)745-0308 May l, 2003 TO: Joe Strauss, HJE Corporation From: Tom Hutchins, Hutchins Engineering Reference: Seeley Building, HVAC Issues Joe- The following summarized the mechanical HVAC issues I foresee and my suggestion for handling each: 1) Ventilation: - Provisions for introduction of outside air(O/A) for ventilation are required. I would suggest a minimum of 150 CFM outside air be provided to both the first floor and first floor and second floor for this purpose. This can be provided by small intake louver in wall (located somewhere where cold-drafts will not cause * issues' )-and a wall exhaust fan that could normally operate during occupied hours. This will be a very small exhaust fan (like±12"0) and can be strategically located to help out with some general fume exhaust from areas like ovens and welding. This could be installed in such a way as to also fulfill any requirements for dedicated exhaust system in these areas. Alternatively, a small O/A intake fan can be provided to-discretely supply this small vol'ume of air to the spaces. This should not require heating, but may cause a drafty or cool area. 2) Mechanical Heat and Smoke Vents:.—These are not required under F-1 occupancy for a building of this size. 3) Bathroom Exhaust Fans: A direct exhaust fan is required in all bathrooms with a minimum exhaust rate of 75 CFM per water closet or urinal. This has to be direct to outside exhaust although does not need to operate continuously. There are many - styles/sizes of inexpensive cabinet fans available for this purpose. 4) Weldina Fumes: I find no specific requirement that welding fumes must be exhausted directly; but the general requirement is that fumes generated from any equipment or process"which emits heat, odors, fumes, spray, gas or smoke in such quantities as to be irritating or injurious to health and safety" shall have an exhaust system provided for. Obviously there is room for interpretation' here, and-if a specific interior welding fume collector/precipitator is available, the case can be made with buildings department that the issue is being addressed. Alternatively, as stated in item 1 above, perhaps we locate a small exhaust fan in the area of the welding equipment and meet the ventilation requirement and the exhaust request With one fan. I believe this summarizes the mechanical HVAC issues you are facing. Please contact me when you wish to discuss. Best Regards, Tom 121'1 CONNECT ION FOR 6" DUCT -7 VV 36 PROPR I ETARY AND CONE I DENT I AL TH I S DRAW I NG I S THE PROPERTY OF THE HJE COMPANY I NO GLENS FALLS,NY AND IS LOANED SUBJECT TO RETURN UPON NOTE e DEMAND AND UPON THE EXPRESS COND IT ION THAT IT IS NOT 1 . 18ga GALVAN I ZED . TO BE USED IN ANY WAY DETR IMENTAL TO OUR INTERESTS. 2 . BOTH ENDS CLOSED . HJE COMPANY INC . 3 . FASTENED TO WALL THROUGH FUME HOOD BACK PANEL . 4 . NOM I NAL 100 CFM FLOW . DRAWN BY S111E IWINI.., 00_00_00_00 REV J.A.GROHO WSKI A FmTERIk SCALE 1 : 4 SHEET APPROXIMATE LOCATION PLAN SCALE: N.T.S. NOTES: 1. SURVEY & MAP INFORMATION PROVIDED BY JEFFREY G. MARTIN, PROFESSIONAL LAND SURVEYOR. SURVEY ENTITLED "MAP OF LANDS PROPOSED TO BE CONVEYED TO MARTIN A. & ARLENE SEELYE", DATED JULY 7, 1994 AND SOME LIMITED FIELD MEASUREMENTS BY JARRETT-MARTIN ENGINEERS, PLLC. 2. CHEMICAL STORAGE TO BE INSIDE OF PRIMARY BUILDING (AUCTION GALLERY). LOCATION PLAN TO BE SUBMITTED TO FIRE MARSHAL. 3. PRIMARY BUILDING (AUCTION GALLERY) PLANNED FOR PAINTING WITHIN FIRST 18 MONTHS OF OPERATION. ® 4. LANDSCAPE CHANGES PROPOSED; OVERGROWN BRUSH TO BE CUT & REMOVED, NON -TRAFFIC AREAS TO BE GRASS SEEDED & MOWED. STORAGE TRAILERS & DEBRIS AROUND THE SITE TO BE REMOVED. ALL PROPOSED LANDSCAPE CHANGES ARE TO BE COMPLETED WITHIN ONE (1) YEAR OF TOWN OF QUEENSBURY PLANNING BOARD APPROVAL ON MAY 16, 2002. 5. LIGHTING FIXTURES TO BE INSTALLED ABOVE ALL OVERHEAD DOORS AND PASS DOORS INTO OFFICE AREAS OF THE FURNITURE SHOP & HJE COMPANY, INC. PRIMARY BUILDING. FIXTURES TO BE SHIELDED TO PREVENT LIGHT FROM SPILLING INTO ADJOINING PROPERTIES AND/OR ROADWAYS. TOWN OF QUEENSBURY LIGHTING STANDARDS TO BE FOLLOWED. ® 6. JARRETT-MARTIN ENGINEERS PLLC FACILITATED OWNER CONTACT WITH NMPC. OWNER TO OBTAIN WRITTEN EASEMENT CONFIRMATION TO CROSS NMPC LANDS. 7. CONDITIONS OF APPROVAL, PER "RESOLUTION APPROVING SITE PLAN NO. 22-2002 - JOE STRAUSS", ARE DENOTED BY REVISION MARKER GRAPHIC SCALE 40 0 20 40 80 160 ( IN FEET ) SCALE: 1" = 40' LEGEND: EXISTING / BY OTHERS: NEW / PROPOSED IN THIS DESIGN: PROPERTY LINE: - - - - - EDGE OF DIRT DRIVE: ELECTRICAL LINE: E E UNDERGROUND UTILITY LINE: REVISION INDICATOR: DETAIL # DETAIL REFERENCE TAG: 2 DT 1 QSEE DRAWING # FOR DETAIL SECTION CUT DIRECTION SECTION REFERENCE TAG: SECTION LETTER DT 1 SEE DRAWING # FOR SECTION CHAIN FENCING W/ BALLARDS; 2 BALLARDS TO BE 4' O.C. MAX. C1 YEWS TO BE PLANTED; ,& 6 MIN. EVENLY SPACED BUILDING DOCK AND STORAGE FOR GAS CANISTERS. (NITROGEN, HYDROGEN) ' 12' O.H. DER APPROX. LOCAT OF UNDERGROUND AS LINE i S � c�QP � / P EXISTING CONCRETE BLOCK BUILDING � (AUCTION GALLERY PEDESTRIAN PASS DOOR PROPOSED HJE COMPANY, INC. PRIMARY BUILDING EXISTING SEPTIC TANK (2� ONE WAY EXIT ONLY SIGNS) `- VAL BOX APP )�'_'UNDE X. LOCATI OF ROUND WA ER LINES \ BUILDING TO REMAIN ♦ / FURNITURE SHOP FOR ---�- 9' O.H. DO R 3 YEARS APPR. PEDESTRIAN PASS DOOR 0' H. DOOR Gp \, Gp 76 \Sl\,G �. \� �� d- "o - I APPROX. OCATION 0 O.H. DOOR - �,(3 �\ -I �,� \ 4" WASTEW TER LATER L \ � LIGHT FIXTURES A �€ FENCE 1�0 BE QP� o APPROX. OCATION E OVERHEAD DOOR; CONSTRU TED ROUN D-BOX EE NOTE 5. (TYP. UMPST O.H. DOOR E STO GE TRAILERS ` TO REMOVED NO LOT APPR X. LOCATIO OF \ ♦ LEACHI G SYSTEM F OFAfO `\+\ O BILLBOA E 1 SOUTH LOT A X 12' O.F�, OR ARKING SPACES PER LI ANUFACTURING STA DARD, NEIGHBORS FENCE METAL -SIDED + � HJE CO PNY, INC.) / WAREHOUSE + 9' O.H. DOOR � SITE PLAN SCALE: SEE GRAPHIC SCALE GALVANIZED STEEL CHAIN CONCRETE FILL STEEL PIPE OR PRESSURE TREATED 4x4 4' O.C. (MAX.) CHAIN FENCING DETAIL SCALE: N.T.S. THE BOULEVARD 4" (TYP) 3A lication 1�2 4 Administrator TOWN IV QUEENSBURY Site and Zoning Requirements: Zone: Cl 1A Commercial Industrial 1 Acre minimum lot size. Required Existing Proposed Lot Width (ft) 200 269± 269± Lot Depth (ft) 200 462± 462± Set backs (ft) Front 50 27± 27± Side 30 25± 25± Rear 30 320± 320± Building Height (ft) 50 (max.) Unknown Unchanged Building Size (sq.ft.) Gallery 12877.8± 12877.8± Furniture Shop 3389.0± 3389.0± Wareh6use 6056.9± 6056.9± 22323.7± 22323.7± Par -king & Driveways (sq. ft.) North Lot 39787.8± 39787.8± South Lot 6184.9± 6184:9± 45972.7± 45972.7± Total Impervious Area (sq. ft.) Buildings 22323.7± 22323.7± Parking & Driveways 45972.7± 45972.7± 6829 6.4± 6829 6.4± Total Land Area (sq. ft.) North Lot 71020.8± 71020.8± South Lot 50778.7± 50778.7± 121799.5± 121799.5± Percent Permeable 30% (min.) 43.9% 43.9% Floor Area Ratio .30 .18 .18 Parking* 100* Per Light Manufacturing Standards (HJE Company (1 Space per every 2 employees on the m um o Gi g fift & 1 per each company car) Maximum Number of Employees per I if - 4, no company car Number of parking spaces 2 UNKNOWN $p Per Light Manufacturing Standards, see above (Furniture Sh p b3 72? Maximum Number of Employees per Shift - 2, no company car Number of parking spaces 1 UNKNOWN 2 * � ax Parking surface to remain as existing (gravel). A�vp vLaA 5 Gjd& 06/25/02 I /B I REVISED PER RESOLUTION FOR APPROVAL (SEE NOTE 7 THIS DRAWING) 04/24/02 AA SUBMITTED FOR SITE PLAN REVIEW DATE REV # ISSUED / REVISIONS BY SITE PLAN C 1 SITE PLAN REVIEW A STRAUSS PROPERTY MV HIGHLAND SBYNER�UUR, WYOKi w JARRETT - MARTIN ENGINEERS,' PLLC HTHOYAS JARRETT PROFESSIONAL ENGINEERING . # 57509 12 EAST WASHINGTON STREET PHONE: (518) 792-2907 C01YRIGHT ® 2002 GLENS FALLS, N.Y. FAX: (518) 798-1864 ONLY COMES OF THIS DRAWNG MIiH A BLUE SEA SHALL BECONSD6;®TRUE JANUARY 2002 PRO# 01-87 SHEET:1 OF 1 MMALID A BY OFTHISENGINEER ENTE r 187121301 Strauss Site PlanningDes n. PLOTTED / REVISED:07/01/02 5:0" BY A UCEitSED ENOINEEA 18 U�.AWRJL