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94-384 CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date December 23, 19 94 i This is to certify that work requested to be done as shown by Permit No. 9 4—3 8 4 SP i has been completed. Office and Automobile repadi shop building This structure may be occupied as a 230 Corinth Road Location Logger' s Equipment Sales/William Buckingham Owner `fax Map 4vL1127o-8-25 .2 By Order Town Board TOWN OF QUEENSBURy Director of Bldg. & Code Enforcement N r BUILDING PERMIT ro TOWN OF QUEENSBURY No. 94-384 z WARREN COUNTY, NEW YORK 0 PERMISSION is hereby granted to LOGGER' S EQUIPMENT SAT.F.E;/WM_ RUC'KINGETAM I OWNER of property located at Corinth Road Street, Road or Ave. 00 I Office and UU1 in the Town of Queensbury,To Construct or place a 'Repair Shop Building at the above location in accordance to application together with plot plans and other information hereto filed and - N approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is r 10 Lawton Rd Queensbury NY 12804 2. CONTRACTOR or BUI LDER'S Name - Horning Construction to C H 3. CONTRACTOR or BUILDER'S Address ray RD#1 Box 27A Queensbury NY 12804 y 4. ARCHITECT'S Name r rIJ 5. ARCHITECT'S Address b:J G n 6. TYPE of Construction—(Please indicate by X) x i-'- ( )Wood Frame ( ) Masonry )Steel ( ) P1 7. PLANS and Specifications 10000 sq. ft. Repair Shop and Office Building as per NQplot plan, specifications and application including septic o system and in compliance with Site Plan Approval # 10-94 n N- 8. Proposed Use ct Repair Shop Building and Office Building s� ' o $ 1550 . 00 PERMIT FEE PAID —THIS PERMIT EXPIRES August 2 19 95 m (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the to n town of Queensbury before the expiration date.) pi N F+-fy fi� Dated at the Town of Queensbury this 2nd Day of August 19 94 �¢ r � O SIGNED BY for the Town of Queensbury Building and Zoning Inspect r td N TOWN OF QUEENSBURY REVIEWED BY: COMMUNITY DEVELOPMENT DEPARTMENT BUILDING & CODE ENFORCEMENT FEE PAID:531. BAY ROAD QUEENSBURY, NEW YORK 12804 PERMIT NO. (518 ) 745-4447 \ BUILDING PERMIT APPLICATION A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUC 0 . NO ECTIONS WILL BE MADE UNTIL APPLICANT HAS RECEIVED A VALYX'BUILDING P" IT. All applicants ' spaces on this application MUST W'com 01A@_rm. an -� the signature of the applicant MUST appear on the ap z,ica Y OWNER OF PROPERTY: LO Ggo aet s 010SA S ���.��1 6 t Mailing Address : io #4o v cn, Po ti' Telephone Number(s) : Work 293, 4 f A Home jc3A PROPERTY LOCATION: 1.,02� IE040 Tax Map Number: Section Bloc Lot - Subdivision Name: Lot No. NATURE OF PROPOSED WORK: ESTIMATED MARKET VALUE OF THE CONSTRUCTION: $ , smak.ego & 7'c,U Qr O NEW BUILDING: RESIDENCE/COMMERCIAL OCCUPANCY INFORMATION: ADDITION TO BUILDING: PRIMARY BUILDING - RESIDENCE/COMMERCIAL Single Family Dwelling ALTERATION TO BUILDING: Two Family Dwelling RESIDENCE/COMMERCIAL Family Dwelling (NO CHANGE TO EXTERIOR SIZE) Office OTHER WORK (DESCRIBE BELOW) Mercantile Warehouse Manufacturing Other GROSS AREA OF PROPOSED STRUCTURE: &Ni2GoA j2 1ST FLOOR 161006 SQ. FT. IF ADDITION, USE OF NEW ADDITION: 2ND FLOOR SQ. FT. OTHER FLOORS SQ. FT. (not unfinished cellar or basement) ACCESSORY BUILDINGS : Detached Garage - One/Two Car TOTAL FLOOR AREA: " ® 6.0 0 SQ. FT. Attached Garage - One/Two Car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building Other 60 FEET X 80 FEET e® G0 Foundation Type: 004CA, Will any second-hand or ungraded Number of Stories : lumber be used? If so, for what? (habitable space only) go Height (grade to ridge) : _ feet Type of Heating System: Number of fireplaces and/or woodstove (circle all which lies) to be installed: et) — Electric / Oil / Gas / Wood CF—or—ced Ho Air Baseboard / Other PERSON RESPO,NPIBLE FOR SUPERVISION OF WORK AS REGARDS TO BUILDING CODES IS : L E.a eg 1,4 e g NAME OF BUILDER/ADDRESS/PHONE : �l pl�.,,I7.14 y� e��a`.dsB�t�B�i► �g�•®ZO7 NAME OF PLUMBER/ADDRESS/PHONE: NAME OF MASON/ADDRESS/PHONE: NAME OF ELECTRICAN/ADDRESS/PHONE : DECLARATION To the best of my knowledge the statements contained in this 1 , cation, 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 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 C tificate of Occupancy or Certificate of Compliance being issue , an UILT PLOT PLAN drawn to scale, showing actual location of proje on e . Signature (Owner, owner' s ge arc itect, contractor) FOR ANY SPECIAL PROVISIONS - SEE REVERSE SIDE: TOWN OF QUEENSBURY a�a 70^�®� 'APPLICATION' FOR SEPTIC DISPOSAL PERMIT 'Permit f.Fee Paid. • L• , y� J11[ 99� v Date.: " /"l• °f •Rev�i ewe U%"7. ecl LOCATION OF •PROPERTY FOR INSTALLATION: G'oll,,•i^i� 2 s�. apt Owner's Name: U)i4 M r'VG e A44,A 4M cz� Owner's Mailing Address: o. �J►."C,•is•3y/�� , ,�• r' �� Installer's ;Name: LoA64 .44► 'Phone #: Number of- bedrooms (if resi dent.i al ) Total .daily flow (resi denti al-compute @ 150 gal . per-bedroom) :, 22�' Topography-Circle One: la, Ft Rolling Steep Slope % of Slope . Soil -Nature-Circle One: San Loam Clay Other /Depth: Ground Water-At What Depth?' Feet Bedrock or Impervious Material-At What'Depth?. Feet Percolation Test-Ci rc16 One: Not Required Required./Rate Min. Per -Inch Domestic Water. Supply-Circle One: Municipal •-Wel-1 . ;Other If domestic water supply,is a - Separation: Water` suppl,y from .any .septic absorption feet PROPOSED' SYSTEM: Septic Tank - 000 gal (Minimum si ze: ' 1,000 gal'..) Tile Field: Each Trench 'SD ' feet//Total ,System Length 1 dd feet Seepage Pit(s): Number' of / Size- each.:, ft. x ft. Size .of Stone -to be used: # / Depth or Thickness U feet HOLD IXG..TANK SYSTEM IF REQUIRE No. of Tanks Size.�.of Each Gal : Alarm system and associated eIectriCal, Work to be inspected by a certified- . agency. : . 'I ,ha've read the regul-ation' on .the reverse.,,side of this sheet. and agree to abi de- by these and all requirements ofjhe Town of Queens ury Sanitary Sewage Disposal Ordinance. DATE: . Jul SIGNATURE OF RESPONSIBLE• PERSON: °,' •J�- Septic System Inspections: , A. All ,:..appl i cati_ons.._for,.,.septi c , system installation, alteration or repair, ..as required by the Town of Queensbury Sanitary Sewage Ordinance, shall be submitted to the Building Department,, at-, least 24 . hours before start of construction and shall include a plot plan showing: 1) the proposed location of the system ,.2) -_location and distance to lot lines. ,. 3) location and distance to structures 4) location and distance to any water supply 5) size and dimensions of all tanks, distribution boxes, tile fields a6d/or:- drywells B. No system shall be covered before inspection and approval, by the Building Inspector. Failure to comply with this requirement may result in the uncovering of the system by the installer and a fine of up to $250.00. C. An approved copy of the plot plan shall be available on the construction site. Failure . to produce said plot plan at time of inspection may result in an immediate work stoppage. D. Should unforeseen problems during construction prevent proper installation, alteration or repair of an approved system, a new proposal must be submitted to the Queensbury Building Department before further construction. Town of Queensbury Building & Code Enforcement -Department 531 Bay Road Queensbury NY 12804 Remarks: CI-488 DIVISION OF HOUSING AND COMMUNITY RBNEWAL , Interpretation No. 488 (Date of Issue: February 23,, 1989) Code Section:.773.2(a)(2)—Plastic Materials—Foam Plastic— Celotex Thermax Insulation Board—,Sprinkler Systems— ' Protection Equipment Occupancy Classification:C3.2 Type.of Construction:2b 'Building Height . Feet:22 Fire Area:5,600 sq.ft.,' Stories:_ Fire Limits:inside r Location: N/S Peconic Ave.Corner W/0,Americ.us Ave. Medford,N.Y.11763 Facts of the Requested Interpretation: If Celotex Thermax Insulation Board, TF600', Certificate of Acceptabil- ity 464-30-MC,is protected on the interior side with a thermal barrier,may . the sprinkler protection required by this'Certificate of Acceptability for unprotected boards,be eliminated? Interpretation: Certificate of Acceptability 464-80-MC expired dune 11, 1985. This,material is required to be regulated'by section 773.2(a)(2) and therefore,a thermal barrier would be,required. The Code does not provide for alternative fire protection provisions in this situation. ® Received Town of Sueensbury � Bldg. Dept ,oy 8 COMM 12-31-89 r 0- in ulation Solutions for Metal Buildings November 1-0,1994 Town of Queensbury Buildings and Codes 531 Bay Road e e,oe Queensbury,NY 12804-9725 t9 ueensb�� . . Attn: Mr. John O'BrienQg�d�Oep �, Dear Sir: This letter is to verify our conversation on November 10, 1994 stating.that Celotex Corp. Tuff-R board is approved by Celotex Corp. for Commercial use,in a Pre-Engineered Metal Building. Providing it is concealed behind Metal Liner Panel, a drop ceiling or sheetrock. This product'is currently being used in three (3)-12,00&sq./ft. facilities for the State of N.Y. in Pre-Engineered Buildings behind liner panels at this time. Sincerely, Kenneth D. Chapman Therm-All,Inc. Regional Sales Manager 31387 Industrial Parkway North Olmsted,Ohio 44070 (800)886-9494 fax: (216)734-1001 2422 Gehman Lane Lancaster,Pennsylvania 17602 (800)836-0801 fax: (717)397-0720 145 Commercial Drive Columbus,Wisconsin 53925 (800)837-9693 fax: (414)623-5333 2167341001 THERM—FALL HI . 838 PLI1/01 H01J 11 }94 08.50 Xns>iilataon Solutions for Meta Buildings November I0,1994 ���Z1��:��1�Ai �� t Town of Queensbury �IOV 1994 Buildings and Codes ` Received o@Ili 531 Bay Road GueensburY ,tv Queensbury, NY 12804.9725 01 Bldg.Dept. Attn: Mr. John O'Brien Dear Sir: This letter is to verif v our conversation on'November 10, 1994 stating that Celotex Corp. Tuf -R board is approved by Celotex Corp. for Commercial use, in a Pre-Engineered Metal Building. Providing it is concealed behind Metal Liner Panel, a drop ceiling or sheetrock. This product is currently being;used in three(3)-12,000 sq./ft. facilities for the State of N.Y, in Pre-Engineered Buildings behind liner panels at.this time. Sincerely, Kenneth D. Chapman Therm-All, Inc. Regional Sales Manager 31387 Industrial Parkway North Olmsted, Ohio 44070 (800)886-9494 fax: (216)/34.1001 s TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: DEPART: INSP: �i� FINAL INSPECTION REPORT COMMERCIAL ------ MULTIPLE DWELLIINO DATE INSPECTION REQUEST RECEIVED: NAME LOCATION Ai \; �L p DATE - Iq PERMIT $fi�nn -I 3, (Lj TYPE OF ST UCTURE FOOTINGS BACKFILL_ FRAMING PLUMBING_ INSULATION N/A TES NO CHIMNEY "B" V NT HEIGHT PLUMBING VENT IXTURES ROOFING r EXTERIOR FINISH HRATING)HOT WATER P.ELIEF VALVES FLOOR,'; I i INTERIOR STAIRS RAILI GSl STOCKROOM_ENCLOSURE \\ FIRE DEMISE WALLS PENETRAZt ON FIRE DAMPERS I� C:U.LING FIRE STOPPING i r FIRE i)OORSfCLOSERS R EXIT DOOR HARDWARE EXIT STAIRS RAILS t PLATFORM ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL SITE PLAN VARIANCE RE . FINAL SURVEY PLOT PLAN IF RE OK TO ISSUE C O R C C t. THE NEW YORK BOARD OF FIRE UNDERWRITERS GAGE 1 4M3036 BUREAU OF ELECTRICITY to 41 STATE STREET,ALBANY,NEW YORK 12207 Date NO(IF;mBER 2 �.`994 8y pplication No.on fi e 195994/94 A 102275 THIS CERTIFIES THAT PERMIT NO. 34-384 only the electrical equipment as described below and introduced by the app want named on the above application number in the premises of MI. BUCY•iTNCIM, CORDITH RD. , 'LOGGERS' EQUIP. SALES, QUIa1jNSBURY, N.Y. in the following location; ❑ Basement 0 Ist Fl. ❑ 2nd Ft. Section Block Lot was examined on NOVE1-ME R 25, 1994 and found to be in compliance with the National Electrical Code. FIXTURE ECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. I AMT. I K.W. AMT. K.W. AMT. I K.W. AMT. H.P. lib 55 34 44 24 DRYERS FURNACE MOTORS FUTURE APPUANCE FEEDERS SPEaALREC'PTj TIME CLOCKS BELL UNIT HEATERS MULTI.OUTLET DUTAMERS MAT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. I AMPS. TRANS. MIT. H.P. N SYSTEMS O.OF FEET AMT. WATTS JWF 1 F SERVICE DISCONNECT NO.OF S E R V 1 C E AMT. AMP. TYPE METER 1.lr 2W 1,/3W 3 Ar 3W 3.9 4W NO.OF CC COND. A.W.G. NO.OF HIdEG A•W.G. NO.OF NEUTRALS A.W.G. EQUIP. PER 6 OF CC.COND. OF HIAEG OF NELITRAL 1 400 CB 1 2 4/0 ? -'/Ch OTHER APPARATUS: EXIT/Ex' RGENCY•-4 G. 1 � VJFRBLOVd FLEC, F;I FLlJA7F3ING 26 MARI:ON AVE. SO. GLENS PALM, NY., 121803 BRANCH MANAGER 2."39 _ Per This certificate must not be altered in any manner;return to the office of the Board if incorrect. Inspectors may be identified by their credentials. t•_nav L=nR RI III noun nFP®RTMENT_THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY ROAD QUEENSBURY NY 12804 7 (518)745��-4447// ARRIVE: 3 LS' DEPART: 3? 7� INSP: FINAL INSPECTION REPORT COMMERCIAL ------ MULTIPLE DWELLINpG DATE INSPECTION REQUEST RECEIVED: Z3`L NAME. LOCATION DATE I X=� PERMIT # TYPE OF STRUCTURE // FOOTINGS ZBACKFILLy� FRAMING PLUMBING_ INSULATION , Z NIA YES NO CHIMNEY "B" VENT HEIGHT PLUMBING VENT FIXTURES r ROOFING EXTERIOR FINISH HEATING HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS RAILING STOCKROOM ENCLOSURE FIRE DEMISE WALLS PEN TRA ION FIRE DAMPERS CEILING FIRE STOPPIAG FIRE DOORS/CLOSER I EXIT DOOPRHARDA EXIT STA PLATFORM HANDICAPHANDICAPHANDICAPFINAL EL SITE PLA VARIANCE RE . FINAL SURVEY PLOT PLAN IF RE OK TO ISSUE C/O OR C C d T)-\Cy\ C-cv- 4' (�j TOWN OF Ql}EENSBURY FIRE MARSHAL QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4424 FIRE MARSHAL INSPECTION REPORT REQUEST FOR INSPECTION RECEIVED f/o2,3-9 y NAME - LOCATION ` O' DATE PERMIT# 3F`7Sf APPROVED . N/A4 YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS ✓ AUTO. EXTINGUISHING YSTEII-�- HOOD INSTALLATION AUTO. SPRINKLER SYSTE ALARM SYSTEM INTERIOR FINISHES / STORAGE: CLEARANCE TO SPRI KLERS CLEARANCE TO NE_A ING UNI S REQUIREO SIGNAGE CKIMNEY / WOODS TOVE ✓ FIREPLACEjMFA0"RY RY FIREPLACE BUILT REMARKS: OK TO- THIS DATE - 7 J 2/015 I SPECTOR TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT CL 531 BAY ROAD QUEENSBURY NY 12804 (518)7445-4447 ARRIVE: i1f7� DEPART: /j16r INSP: FINAL INSPECTION REPORT COMMERCIAL ------ MULTIPLE DWELLING DATE INSPECTION RE UEST RECEIVED: NAME, LOCATION / IJ. DATE / r PERMIT # TYPE OF STRUCTURE FOOTINGS _BACKFILLJ FRAMING_ PLUMBING^ INSULATION .N/A YES I NO CHIMNEY "B" VENT HEIGHT PLUMBING VENT FIXTURES l� ROOFING EXTERIOR FINISH HEATING HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS RAILING STOCKROOM ENCLOSURE- FIRE/DEMISE WALLS PEN RATION FIRE DAMPERS CEILING FIRE STOPPIN FIRE DOORS CLOSERS EXIT DOOR HARDWARE EXIT STAIRS RAIL PLATFORM ELEVAT R HANDICAPPED A CESS r ' HANDICAPPED BATHS HANDICA ED PARKING FINAL ELECTRICAL SITE PLAN VARIANCE RE FINAL SURVEY PLOT PLAN IF OK TO ISSUE R C C TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT CL 531 BAY ROAD QUEENSBURY NY 12804 (518)745-4447 ARRIVE: 3 f3d DEPART: ' ,,Gj INSP: FINAL INSPECTION REPORT -�[grIC ..ERCIAL ------ MULTIPLE DH LLI GG DATE =INPECTION REQUEST RECEIVED: ! / NAME Ui LOCATION , � DATE ERMIT # TYPE OF STRUC URE FOOTINGS _BACKFILL_ FRAMING! PLUMBING_ INSULATION N/A YES NO CHIMNEY "B" VENT HEIGHT PLUMBING VENT/FIXTURES ROOFING EXTERIOR FINISH HEATING HOT WATER RELIEF VALVES FLOORS FOUNDATION INSULATION INTERIOR STAIRS RAILINGS STOCKROOM ENCLOSURE FIRE DEMISE WALLS PENETRATION FIRE DAMPERS CEILING FIRE STOPPING ' FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRSIRAILS PLATFORM ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL SITE PLAN VARIANCE RE . FINAL SURVEY PLOT PLAN IF RE OK TO ISSUE R C C TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE -(518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME LOCATION DATE !/ PERMIT # 9l 3l TYPE OF STRUCTU RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FO M REINFORCEMENT IN PL CE THE CONTRACTOR IS R PONSIBLE I FOR PROVIDING PROTEC ION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE NCRET . MATERIALS FOR THIS PUR 0SE 0 SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLAC PLUMBING UNDER SLAB XFRAMING: I JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INT RIOR R- FOUNDATION WALLS EX T RIOR R- FLOORS R WALLS R- CEILING R- DUCT WORK OR PIPINJ IN UNHEATED SPACES i REMARKS: ARRIVE DEPART I SPEC OR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED NAME LOCATION DATE // S a PERMIT # TYPE OF STRU URE RECHECK APPROVED N/A YESI NO FOOTINGS/PIERS MONOLITHIC POURVE REINFORCEMENT I THE CONTRACTOR IBLFOR PROVIDING PFROFREEZING FOR 48LO INGTHE PLACEMENT OR E.MATERIALS FOR TE ON SITE FOUNDATION/WALL REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL TROUGH PLUMBING PLUMBING VENT/VENTS IN P ACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS IN ERIOR R- FOUNDATION WALLS EX ERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPINJ IN UNHEATED SPACES REMARKS: ARRIVE DEPART I SPECTO� TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTORS REPORT REQUEST FOR INSPECTION RECEIVED NAME �O C �� �vi `iel_l 111,2 LOCATION DATE / W / PERMIT # lo/�" 3 TYPE OF STRUCTURE RECHECK APPROVED N/A YES NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLAC THE CONTRACTOR IS RES NSIBLE FOR PROVIDING PROTECTI N FRO FREEZING FOR 48 HOURS OLLO NG THE PLACEMENT OF THE CO CR E. MATERIALS FOR THIS PURP SE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IV P ACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEAD R BRACING/BRIDGING U - JOIST HANGERS JACK POSTS/MAI BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WA LS INTERIOR R- FOUNDATION WA LS EXTERIO R- R- FLOORS � R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: l ARRIVE ' _ DEPART INSPECT 0 1 4Aw , P'" 1 TOF2 OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbory NY 12804 518-745-4447 SEPTIC DISPOSAL SYSTEM INSPECTION Name j 1- - n Location Date b Pe t # 3 YLI SOIL TYPE: Sand Loam-Clay ":71 Res is of Percolation Test- (if plicable) Rate�LMinute/Inch TYPE SYSTEM: a ABSORP ION FIELD: TPtal Length _ Length f each trench Depth o trenches J �b Size of tone J SEEPAGE P TS: Number- --- Size - ft. x ft. Stone size - PIPING: Size Type Bldg. to Tank Tank to Dist. oxh Dist. Box to ' 1 / ' Openings Sealed? Y No Partial LOCATION/SEPARATI S: Foundation to Ta k feet Foundation to Ab orp ion feet Separation of Pi s -- tNo Conforms as per Plot P1 n Ye LOCATION OF SYS Eta ON PR PERTv: (circle one) Front - Rear eft - 'Right Side Middle Front - iddle Rear COMMENTS: X\ CIV /D,; N C, SYSTE14 USE AP ROVED: YES NO Arrived: Z _ Departed: z Bui ding I p for ck OnTOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 v( TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED J q` orl NAME �� J LOCATION CU n)n -� 8{U DA E PERMIT �l o (� �P TYPE OF STRUCTURE RECHECK, APPROVED \ N/A YESI NO FOOTINGS%PIERS J MONOLITHIC POUR FORM REINFORCE IN PLACETHE CONTRA OR IS RESPONSIBLE FOR PROVID�NT G PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWI G THE PLACEMENT OF THE CONCRET . MATERIALS FOR T IS PURPOSE 0 SITE FOUNDATION/WALL OUR REINFORCEMENT IN LACE FOUNDATION/DAMPRO ING __4 BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS I'N PL CE PLUMBING UNDER SLAB FRAMING: \ JACK STUDS/HEADERS BRACING/BRIDGING \ JOIST HANGERS \ JACK POSTS/MAIN BEAM \ HEATING ROUGH-IN Qko - INSULATION: FOUNDATION WALLS INTERIOR R'- FOUNDATION WALLS E ERIOR R- , FLOORS R- \ "" `�`''WWALLS R- \ CEILING R- \ DUCT WORK OR PIPING IN UNHEATED \ SPACES REMARKS: ARRIVE ` DEPART `' INS 4 VRW TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED )01 3 CJ4] NAME 4 D LOCATION DATE 3 PERMIT f -T TYPE OF STRUCTURE RECHECK APPROVED i N/A YES NO FOOTINGS/PIERS ; MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION 'FROM FREEZING FOR 48 HOURS FOL I I THE PLACEMENT OF THE CONCRETE, MATERIALS FOR THIS PURPOSE `ONISITE FOUNDATION/WALL POUR V REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLAG PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTER OR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- ` DUCT WORK OR PIPING I UNHEATED SPACES REMARKS: ARRIVE DEPART ? INSPECT TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY- RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARRA=ND DEPART I REQUEST FOR INSPECTION RECEIVED: NAME L c�C�G�,2'J �1.3�P r-�►E�7 i LOCATION oj DATE Z PERMIT TYPE OF STRUCTURE: RECHECK APPROVED N A YES I NO FOOTINGS PIERS J 15S MONOLITHIC PO R F L REINFORCEMENT IN PLACE . THE CONTRACTOR IS RESPONS HLE FOR PROVIDING PROTE TION FROM REEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE N SITE FOUNDATION WALLPOUR REINFORCEMENT IN PLACE FOUNDATION DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT VENTS IN LACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDS H ADERS BRACING BRID ING ; JOIST HANGS JACK POSTS IN BEAM 1 AIR INFILTRATION BAiRIER HEATING ROUGH-IN INSULATION: FOUNDATION WALL INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R71- - WALLS R- \ CEILING R- \ DUCT WORK OR IPING IN UNHEATED SPAC S R- TWO OF Q UEENSBURY BUILDING & CODE ENFORCEMENT 531 Bay Road Queensbury NY 12804 518-745-4447 �ESEPTIC DISPOSAL SYSTEM INSPECTION P Name C'-el-"� U� Location ' n /1 CP- DateY Permit # SOIL TYPE: Sand-L am�Clay- Results of Percolat' , n Test- (if applicable) Rate Minute/Inch TYPE OF SYSTENN: ABSORPTION FIELD: To a Length Length of each trenc Depth of trenches Size of stone SEEPAGE PITS: Number Size - ft. x f Stone size c �P PIPING: ` Size Type Bldg. to Tank qD Tank to Dist. ox Dist. Box to Field/Pi d/Pi Openings Sealed? Y s� P rtial LOCATION/SEPARATIO14S: Foundation to Tank et Foundation to Absorption et Separation of Pits fe 't Conforms as per Plot P an Yes LOCATION OF SYSTEM ON ROPERTY: (circle one) Front `�-- rt S' - Right Side Middle Front - Middle ear COMMENTS: �� �i�tFFL.�c.`) ti ���►.7�. �1��1,. %1tEl��� �� �tU• % FRoM kt,�4-i o —BbX toy SYSTEM USE APPROVED: YES 0 9' GADM CLOG -rbc rrive Departed: ng Inspe TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 145-4447 BUILDING INSPECTOR'S REPORT REQUEST, FOR INSPECTION RECEIVED c1_ 'g7 NAME AU_ 9atW= '- 41 M- , LOCATION 0&4,2-4{1 P'd DATE q q PERMIT f -3Sq TYPE OF STRUCTURE RECHECK APPROVED N/A YES NO - MONOLITHIC POUR F\PONSI-BLE REINFORCEMENT IN - THE CONTRACTOR IS FOR PROVIDING PROOM FREEZING FOR 48 HWING THE PLACEMENT OF TE,.,. MATERIALS FOR THION SITE FOUNDATION/WALL P REINFORCEMENT IN PLACE FOUNDATION/DAMPROOF I NG BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM _ HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR - FOUNDATION WALLS EXTERIOR - FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN U HEATED SPACES REMARKS: ARRIVE DEPART PECT TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE (518) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED T NAME � o4ae f a.5 61 U I I) v� nta- �, LOCATION l.O..QAA . DATE qI)q I9q• PERMIT # '7 -384 TYPE OF STRUCTURE ,�`4.h 'p bk� RECHECK APPROVED N/A IYES NO FOOTINGS/PIERS MONOLITHIC POUR ORM REINFORCEMENT IN LACE THE CONTRACTOR IS ESPOI FOR PROVIDING PROT TIO FREEZING FOR 48 HOU FGTHE PLACEMENT OF THE OMATERIALS FOR THIS PUR SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS TM PLACE PLUMBING UNDER SLAB FRAMING: JACK ST DS/HEADE BRACING/BRIDGING JOIST HAN+WALS JACK POST U SULATIO . TIOIOR R- FOUNDATIOIOR R- FLOORSR- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE DEPART INSPECTOR TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY- RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR;�:-ZO DEPARTS I REQUEST FOR INSPECTION RECEIVED: NAME \ LOCATION DATE Cr PERMIT # TYPE OF STRUCTURE: RECHECK APPROVED F A YES NO FOOTINGS PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR S RESPONSIBLE FOR PROVIDING PROVE ION FROM FREEZING FOR 48 HOURS FOLL WING THE PLACE- MENT OF THE CONCRE E. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION WALLPOUR REINFORCEMENT IN PLACE FOUNDATION DAMPPROOFING BACKFILL APPROVAL PLUMBING VENT VENTS IN PLAT ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING: JACK STUDSZHEADE S BRACING BRIDGIN JOIST HANGERS JACK POSTS MAI BEAM AIR INFILTRATION BARR R HEATING ROUGH-IN INSULATION: 'Z FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY' RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARkLlbs DEPART T IN REQUEST FOR INSPECTION RECEIVED: NAME uoc, _�) Ec;�\,) LOCATION DATE PERMIT # TYPE OF STRUCTURE: RECHECK APPROVED N A YES NO FOOTINGS PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTE TION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION WALLPOUR REINFORCEMENT IN PLACE FOUNDATION/DAMPPROOFING *BACKFILL APPROVAL PLUMBING VENT/VENTS IN PLACE ROUGH PLUMBING PLUMBING UNDER SLAB FRAMING• JACK STUDS/HEADERS BRACING BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER HEATING ROUGH-IN __ INSULATION: �� FO FOUNDATION WALLS INTERIOR R- tiL FOUNDATION WALLS .EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK 12804 TELEPHONE' ('918) 745-4447 BUILDING INSPECTOR'S REPORT REQUEST FOR INSPECTION RECEIVED C NAMEj �Z �� �r2prt1L. LOCATION DATE� PERMIT P. TYPE OF STRUCTURE- RECHECK APPROVED N/A YES - NO FOOTINGS/PIERS MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE XF BACKFILL APPROVAL ROUGH PLUMBING PLUMBING VENT/VENTS IN PLACE PLUMBING UNDER SLAB FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEAM HEATING ROUGH-IN INSULATION: FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R- FLOORS R- WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: N© Z. obi ALL ARRIVE ZJ �. DEPART �j I 4SPECT TOWN OF QUEENSBURY �C BUILDING AND CODES DEPARTMENT 531 BAY ROAD QUEENSBURY, NEW YORK, 12804 TELEPHONE' (518) 7 45-4447 BUILDING INSPECTOR'S.REPORT REQUEST FOR INSPECTION RECEIVED NAME LOCATION DATE 5 9 PERMIT f TYPE OF STRUCTURE-per RECHECK APPROVED N/A YES V 0 yF00TINGS/PIERS kz l MONOLITHIC POUR FORM REINFORCEMENT IN PLACE '. THE CONTRACTOR IS RESPON ISLE FOR PROVIDING PROTECTION FROM FREEZING FOR 48 HOURS FOLLOWING THE PLACEMENT OF THE CONCRETE. MATERIALS FOR THIS PURPOSE ON SITE FOUNDATION/WALL POUR REINFORCEMENT IN PLACE FOUNDATION/DAMPROOFING . BACKFILL APPROVAL 9 ROUGH PLUMBING 6 PLUMBING VENT/VENTS IN RLACET PLUMBING UNDER SLABt FRAMING: Y JACK STUDS/HEADERS ! BRACING/BRIDGING JOIST HANGERS JACK POSTS/MAIN BEP1 HEATING ROUGH-IN j INSULATION: FOUNDATION WALLS' INTERIOR R- \ FOUNDATION WALLS EXTERIOR R- \. FLOORS ° R WALLS R- CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES REMARKS: ARRIVE = 1 DEPART Ati-'-2-5 PECTOR TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 531 BAY ROAD _ QUEENSBURY NY 12804 (518)745-4447 / ARRIVE: r DEPART: IN,CE INSP. C FINAL INSPECTION REPORT - RESID� AL p� DATE INSPECTION REQUEST RECEIVED: / NAMEQ�( Milt/ Cam. LOCATION DATE PERMIT y PERMIT # TYPE OF STRUCTURE,.-- FOOTINGS_ FOUNDATION BACKFILL FRAMING ROUGH PLUMBING SEPTIC INSULATION FINAL ELECTRICAL WOODSTOVE OR FIREPLACE N/A YES NO CHIMNEY HEIGHT/B VENT/HEIGHT PLUMBING VENT ROOFING EXTERIOR FINISH E DECK/PORCH/STEPS/RAILINGS RELIEF VALVES FURNACE HOT WATER OPERATING INTERIOR TRIM PRIVACY DOORS; FINISH FLOORS: r/ ;tq _ BATH KITCHEN WATERTIGHT 1 OTHER FLOORS SWEEPABLE OTHER FLOORS CARPETED STAIR CLEARANCE/RAILINGS �. 4 pia SMOKE DETECTORS dy � BATHROOM FANS PLUMBING FIXTURES 1 ' FOUNDATION INSULATION/<' GARAGE FIRE PROOFING�6 DOOR CLOSERS !f rt b FINAL ELECTRICAL4( SITE PLAN VARIANCE RE . FINAL SURVEY PLOT PLAN OK TO ISSUE C/O OR C C vw i� TRUCK BOOTH 1'.j .V�.,—. jar • A•,' ��. 44 General Description of Truck Package Spray Booths Additional Package Equipment Binks Truck Spray Booths combine generous space, "Double Mounting Ring Exhaust Fan(see description below). excellent spray removal capability,and high illumination to Draft Gauge to show when exhaust air filters need replacing. provide you with a very efficient working environment and Tight-Seal Intake Air Filters. hazard-free facility for your truck painting operation.Binks Windows,Fluorescent 4-Tube Light Fixtures,Brackets,except booths are designed to meet the general requirements of all local,state,and commercial insurance codes.In addition, as noted in table. Binks has available the accessory booth components which Personnel Access Door. may be required to meet special safety codes.Optional Caulking Gun,Compound for interior of booth. equipment of appropriate paint drying,ducting,and outdoor All nuts,bolts,and fittings. stack components is also available. Construction Double Mounting Ring Exhaust Fan The booth can be supplied with either solid back or with Model No.30-1800 drive-thru doors.The personnel access door,2'-6"x 6'-9", Capacity:25,200 SCFM*,100 FPM*. can be located on either side of the booth. Description:42"dia.,with 71/2 H.P.open-type ball bearing. Floor mounting standard,curb mounting optional;please motor,230/460V.,60 Hz„3 Ph. specify.Curb to be furnished by customer. Package Equipment Two types of exhaust air filters are available.Each type is i REALLY CLEAN Version Factory Mutual approved and carries a Class 2 listing by Solid Back Models may also be obtained in the ; Really Clean"version.Please consult your Underwriters'Laboratories. Binks representative. TA-booth models contain Andreae exhaust filters furnished in sufficient quantity to permit one complete replacement. TF-models are outfitted with Paint Arrestor exhaust air filters including one complete replacement. *Air flow at.5"w.c.rated static pressure with clean filters and 25 ft. of exhaust duct length. *Air velocity through empty booth with clean filters and 25 ft.max. exhaust duct length. SB Catalog Excerpt ' MANUFACTURING COMPANY Pages 54-57 No. 17 R o n Ks „n 4 o "., -,.,+ A....... Franklin Park IllinniS 60131 B F E LI C K�� A (Booth ciearahces,all around,3:0"recommended) 100 FPM Min.Face Velocity at.5"w.c.static press,with empty booth,clean filters,25 ft.max.exhaust duct length. Model Numbers Paint Work Nominal Door Opening Lights Shpg. Andreae Arrestor Dimensions Overall Dimen;ions Front Back (quantity} Wt. Fillers I Fillers I A B C I D F E J H I L K L.H.Y L.O.i (lbs.) Solid Back ±' TA-534-T TF-534-T 0 0 8500 TA-534-T-LO TF-534-T-LO 16'-0" 16'-0" <34'-0" 17'-1" 16'-61/2" ,34'-6" 14'-0" 11'-0" — -- 1 21 9600 TA-534-T-LH TF-534-T-LH 22 0 10200 TA-539-T TF-539-T , .i 0 0 9500 TA-539-T-LO TF-539-T-LO '16'-0" 16'-0". 39'-0" 17'-1" 16'-6'/z" 3911-6" 14,4, 11'-0" — — 1 25 10800 JA-539-T-LH TF-539-T-LH s 1. 26 0 11500 544-T TF-544-T 0 0 105 -544-T-LO TF-544-T-LO 16=16'-O' 17'-1" 16'-6'/z" 44'-6' 14' 0" 11 O" — — <J::� 12000�' -544-T-LH TF-544-T-LH 30 0 12800 Drive Thru " TA-634-T TF-634-T 0 0 9400 TA-634-T-LO TF-634-T-LO 16'-0" 16'-0'!, ,34'4' 17'-1" 16'-6'/z" 34'-2" 14'-0 11'-0" 14'-0" 11'-0" 1 21 10500 TA-634-T-LH TF-634-T-LH 22 0 11100 TA-639-T TF-639 T 0 0 10400 TA-639-T-LO TF-639-T-LO ,'16'-0" 16'4" . 39'-0" 17'-1" 16'-6'/z" 39'-2"' 14'-0" 11'-0" 14'-0" 11'-0" 1 25 11700 TA-639-T-LH TF-639-T-LH 26 0 12400 TA-644-T TF-644-T 0 0 11400 TA-644-T-LO TF-644-T-LO 16'-0" 16'-0" 44'-0" 17'-1" 16'-6'/z" 44'-2"' 14'-0" 1V-0" 14'-0" 11'-0" 1 29 12900 TA-644-T-LH TF-644-T-LH 30 0 13700 Ir For bi-fold doors,subtract 2"for"pass-thru"width clearance.For all listed 4.Safety monitoring and control devices,as well as cumplele automatic height openings,subtract 2"for"pass-thru"clearance. systems,available at extra cost.Consult local codes and your Binks ♦Four-tube fluorescent fixtures for Class 1,Div.2 hazard locations. representative for the equipment most appropriate to your operation. ♦Open-type 4-tube fluorescent fixtures. 5.Observation windows,clear wire-glass,24"x 24",and additional access 1.Fluorescent tubes not furnished.Purchase locally. doors available at extra cost.Specify quantity and location on order. 2.Explosion-proof or totally enclosed motors,and motor starter,available at 6.Special length booths available.Please consult your Binks representative. extra cost. 3.Top exhaust standard.Back exhaust optional.Specify on order.Consult Binks representative it more than 25 It.of exhaust duct are required. c , • 55 ! C SfIEET - TRLCK BOOTH w/AAME4E (42" Fan) '(WE NO. (TA) Oct: 1984 Worksheet No. 38 BLWS TA-54`{ =j'-L 0 DRY ANDRF,4E FILTER TYPE TRLEK SPRAY BOOTH Drawing No. Inside Booth Dimensions: 16 ' 0" . . . . . . . . . . . Wide 16 ' 0" . . . . . . . . . . . High { C" . . . . . . . . . . . Depth Overall Booth will be constructed of 18 gauge galvanized unpainted panels, each panel formed with companion flanges punched on 6" centers for bolted assembly. The booth will be furnished with rows of Andreae filters, each 3'0" high. The media is made of special non-fire supporting paper and is formed into double accordian type folds with staggered holes to provide a highly efficient filter. A replacement set of filters are furnished. y The front of the booth will have (2) folding- filter doors with a clearance of 10 '6" wide x 13'10" high. Doors will be provided with (24) 20" x 20" x 3" filter cells, each cell containing (1) 20" x 20" x 1" tight seal air filter. At each side of the doors there will be a panel 2 '9" wide x 13 '10" high, each panel to have (4) 20" x 20" x 3" filter cells, each cell containing (1) 20" x 20" x I" tight seal air filter. A 216" wide x 6 '9" high access door will be provided for mounting on either side of the booth. Booth will be furnished with a 29-551 draft gauge. Booth to be arranged for exhaust. I - 30-1800, 42" diameter double ring exhaust fan 1 - 72- HP ball bearing motor,_ volt. (, b cycle, phase (Motor- starter 7urnished by the customer) " 7y' HP Fan Capacity: 25,200 CFM @ 1/2" static pressure Calcualted Velocity: 100 FTM thru empty booth 29-1094, 4 tube, 40 watt, 120 volt, Class I, Division II, enclosed and ga.sketed fluorescent fixtures (less tubes) 29-1096. 4 tube, 40 watt , 120 volt, open type fluorescent fixtures (less tubes) 29-450, 16" x 54" R. S. Misco wire glass windows (Light switchesfurnished by the customer) N�� - 29- `b-) - b� v' l ight swi t ches 1. - 29-943, 6 '0" leng h, 42" diame r spiral exhaust stack with access door 1 - 29-944, 6 '0" length 42" diameter plain spiral exhaust stack (0 V E- R) �aE i��iaa-r. -..:ic•�a �.T.�.,,, rhivhrNn ur—rv�F� n:�n:r:�n', 14'(l911y�� h'.U1 GENERAL: 110,017 TRUSS DATA SHEET H�BE NbliS ARIVIN ADDITION A THE NOTES THAT APPEAR ON EACH OF THE INDIVIDUAL TRUSS DR WINGS URNISH.44,00PY OF THIS 8HRET TO THE ERECTION CONTRACTOR. Ii. Th0 following tnw*were desigsled/riviewed by NfiTek`Industries INC.based;upon information provided by the spoeifed truss fabricator. All id6nnation on the trust drawings should be reviewed by the operall building designer/engineer to insuro,that proper, building codes and;projoct mquirem*have,boeo complied with before fabrication. Deaigalis based spbitandally on TFI v$d NDS standards in effect at tho date of the drawing. �. Erection,Handling,:Satbty Procautlonij Temporary or permanent.Braeing of trusses are not the responsibility of the Truss Designer, Metal Connector Plate Manufacturer dt the Truss Manufacturer and therefore arc not,a pail of these engineering drawings.;Trusses An designed as individual components: All lateral bracing specifled on these miss drawings is intended to provide lateral restraint for; ",; individual truss tnenibers onl , 'Ire d4i y gn,atnoirnt and proper iristallatiot `ofadditional peimarienf bracing is,the sole responsibility o the designer.of the oo#iplete struoWr"e..;Adequate Temporary Bracing is th,sole responsibility of the truss eroctor.Competent piofcssio advice should always be obtained,telade to truss bracing,election requirements,and connections. See RIB-91. . The top!chdrd shalt be laterti,lty S'u po*with properly attached sheathing,unless noted otherwise. The bodomthord shk1l be laterally su'Oorted with properly attached continuous lateral bracing at 10'-0"maximum intervals,'unlesg tto otharwise. CM 1Denotes oo nuous 1 g designed by others %`. dtI atoralbtin Provisions fbr adogaate drainage should be met on all trusses will,any►top chord slopes less than a 1/12. Plates Oe 26-ga.sppilod on both ltrces,1Ecatered and oriented so that the second plato dimension is parallel to the buss chord,ytullt ss >�u noted othetwtso The'drilfi bf h 1 ttotchi ;:.. ng o bs, ztg,cutting�r reitiovingnany ct`oss sectional area of truss member tmlcss n6ted`oihe tli •.any . _ rwis%�will"YOID IThodr*6 oflaterid Ong(foroe)ind Arizontal movement'on the supports of scissor type trusses is not a consideration of this design. t The designer and/or builder of the stuAre must give due consideration to the lateral thrust and horizontal movement created by scissor i, trusses In the design and construction of adequate truss supports. Neither-the truss designer, metal plate manufacturer nor the truss, T.•t fabricator assumes'aqy responsibility for the design and constructor of the:truss supports. professional advice should be secured: : relativo tile straogg4 construction mad design of the trues supports, Truss to ing o0110e0(ion to be boa S d by others. 1 ,Trusses 4hotfld be in4wted pi9tir to and#after erection to dnsuro their structural integrity. Trusses should be inspected for Plato I embedmont,damageto the lumber(cm4ks,b=ke,crushing,etc.),bow, variation from plumb etc.. For a full list ofguidelines see HIE 91 and. 1QST-86. r ! . All gabli tyke(nott-tttuotural)tnmw�ie to have all vertical studs that exceed 8'-0"in height L-braced to provide lateral restraint. In l addltiongall those typo trusses aro not designed for wind ckposure to the gable face,unless noted otherwise. 1 ..Trusses, qulring t}re•bsago of a2cap(pld yback)truss are to be spliced together where-tho base truss meets the captruss with g i WAS"#2 Scabs on one ihm only and fhstened with 6-10d nails each hall;unless noted otherwise on the individual truss drawing,The; Is a minlinutn of two subs for oath trus-cap combination :r Of iTAk 1 tr o A� 061'1'k - itXili4e>ys3 $t y i �i• ' v. I > > > >==-=__=�[ 011207 ]========<< <<HARVE T-HOM S» > > Customer :MORNING r Fri Sep 1 12 :3 :5S 19' Project # : G618137 Truss ID : 40C Family #- 411. Span 40-� - Quantity -_-37 _ ---- -- Top-Pitch-s �--/,12 scasxxnx===���c====x=rxx==x===--=a���—==r—...-�—_-----.-.,.---• ------. .. crsa�c TOP CHORD _ BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2.4088,: "' 9-109 5741 2-12--660 It-2493 5.50 2-3--504 ;10-11- 4308 3-12--528 9= 2493 5.50 34--5404 11-12. 43DS 4-12. 1194 ,t�, OF �'{y �� /�"� ; 4-5.-3692 12-1- $741 4-11--1175 ly, 5-6--3692 5-11% 1808 6-7■-5404 6-11--1175 7-Se-5404 6-10. 1194 $-9n-6088 7-10■-528 8-10"-660 rtt `MP CHORD SPLICESt3-4-3X616-7■3X6I BOTT CHORD SPLICES:10-11-4X8,(18 GA)I11-12■4X8,(1$ GA)t PLATE OFFSETS (X-LEFT,Y•TOP):[J4-3,1.51,tJ6-2,1.5).tJII%4,2.5], Obi 1-ID f 5«7-5 ,1 -4 14 �45�287 ;0809 , �49994 4997g3 �4. 4-4-I1_, 0 0 - 0 TIjK�tZ// 5�-7-5 4-9-9 3X5 s SXS ' iX4 { d 1X4 20 8 . 20-Q 29-?-2 _ 40-0 10-4-14 9 9-2 9-7-2 10-4-14 G.'^`HL TO PK:21•-1 R. HL TO PK :'21- DEFT HEIGHT:0--3-15 SPAN:40-0 _ RISE:6-11-15 RIGHT HEIGHT:0-3-15 GOADING (PSFS MAX STREJSES MINIMUM GRADE OF LUMBER L TOP 1- -0.961 TOP CHORD:2*4 2100f1 .8E MRL `SPF ['OP 50 5 BOTT 12-1 =0.774 BOT CHORD:2*4 210ppf1 8E MRL :SPF.::_ 30TT 0 5 LL_.DEFL.@11 =0. 80 < LI 240 WEBS -: 2 4: .No. 3_91 SPF . -ax nCSC=�xagC��x �TR:INC. : LUMB� -1 . 15 PLATE 1 . 15 SPACING : '24. 0 in o. ,` = f STRESSES USED f y, tiw NO.. OF MEMBW �EPETITTVE ST „�`� .• `w�.y. y�,..�. _ 'OP- CHORD-PURLINS. @ - 24. 0 INCHES ON "CENTER 'ATE: PROVIDE FOR 0.30 IN, HORIZONTAL DISPLACEMENT AT ONE BEARING °8 4-111 6-11 BRACED at 1/2 POINTS AS SHOWN ABOVE >:- "AT£S ARE MITEK M20-199.146 MANOFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT-AS SHOWN) 'ATE MUST BE INSTALLED-ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS. BOCA.TPI-91 a IIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT, AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CANSULT &LOG ARCHITECT OR ENGINEER.', TOTAL: P:02; vr;;= --------------- ----- - -_-