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97-672 CERTIFICATE OF COMPLIANCE TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date 19 �.�, Y • d V S06\ _ This is .to' certify. t at work requested to be donne 7as-- shown by Permit No. 97672 has been completed. • This structure may be used as a .- CANOPY COVER FOR •PUIWPS Location 107 MAIN ST. • Owner .. RAMSEY CITGO By Order of Town Board TAX MAP NO. 129. -1-25 TOWN OF QUEENSBDRY Director of Building & Code Enforcement BUILDING ., PERMIT TOWN OF QUEENSBURY VALUE. $ 15000 No. TAX HAP NO. 129.-1-25 WARREN COUNTY; NEW YORK =".,97_67.Z,.-. PERMISSION is hereby granted to RAMSEY .CITGO OWNER of property located at 107 HAIN :ST. Street,Road or Ave. in the Town of Queensbury,To Construct or place a �AliOY CO�Ei ��l�Pl at the above location in accordance to.application toget er cat h plot p an arfd_c he n ation'hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 10711AIH STREET ' : . QUEENSBURY NY, 12804 2. CONTRACTOR or BUILDERS Name . A' : RAHSEY + JOSEPH- 3. CONTRACTOR or BUILDERS Address ' • 4. ARCHITECT'S Name 4,'NEW.YORK,AWARD 5. ARCHITECT'S Address ,NEW:YORKr BOARD:: OF, FIRE . UNDERWRITERS 6. TYPE of Construction—(Please indicate by X) ( 1 Wood Frame ( 1 Masonry ( )Ste cOriHpRCIAL ADDITION,._.n. :. 7. PLANS and Specifications _ ; .:172.8 P ;;PTa CANOPY: COVER FOv PUMPS•4AS .PLR-PLOT :,E,LAN ;:S;PECIFICATIONS.-}: ' 8. Proposed Use �.ti CANQ:PF� COVER :FOR.: PUHPS.J ,*;, $ " . .:, rt�+"�r_dF�EM+T�fE.E;Rk(Qtfs.PERMtT , Pll . (If a longer period is required an application for an extension must tie made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) . Dated at the Town of Queensbury thisr;• 1.2�s FDay ot�9� N:OYembes ,a 19..-- =w97 -- SIGNED BYNAA)5\ACLVX;•-L.1' . for the Town of Queensbury Building and Zoning Inspector. .iulIdi g Permit Application Town of Qcceelishuly - Dept. rf continuo y Development, 7t2 Day Road, Q::een,tib»,y, NY 12804 (7G1 8256 NOTIC—`o BUILDING & . CODE ENFORCEMENT l E Requirements prior to issuance A permit must be obtained before of this permit: . PERMIT FILE NO. ��� � beginning construction. No inspections will he made until applicant has received Zoning Board Action PERMIT FEE PA! 1-1( i a VALID BUILDING PERMIT. All / /4- applicants' spaces on this application Ate1 I Use K�. /Y �g -`"'=---•--�.._�_ RECREATION FEE PAID$ 777 `J_i� MUST be completed alai the signature t ""� '" """^`— of the applicant must appear on the Cl Planning Board Mon' i-� a. '� �pplicalion form, n..t)„,,, SPR / Subdivision /Other t`17 Dullding hGyxcror Recreation Fee Pnyt teat NOV 0 'Is J Applicant: 7O sap/4 F4 ells a y I . • Address: /d 7 Atli vu 5 ( BUILDlNC:;,AND CODE Address: , Phone # ( �j 9. ) 7.9 d - 4,67/,� Phone # ✓` t I" ` �— `���� ,6),,__Ia tor Properly I.uenlion: /D-7 A"-/Yv S'i . . • .. N u I III I v 1111 t l II N II II IP I Titx Mall Nu inlw r ..----.J.,-..,---1.,..,,--- Nuulluu IHti k I ni NATURE OF PROPOSED WORK: _ �( New 13t 1 tNg� d,�} ,vaP.( ESTIMATED MARKET VA UZ E residence II CONSTRUCTION: $ ,` )510)Y / commercial Addition to Building: / es residence / commmercial OCCUPANCY INFOR TION: Alteration to Building: Primary Building - residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwelling rf no change to exterior size Family Dwelling Y Other Work (describe below Office `�geC i �t ) Mercantile c"�41Ue'p ( Manufacturing ' V x Other GROSS AREA OF PROPOSED STRUCTURE: 1st Floor sq. ft . If ADDITION, what will use of new addition b 2nd .Floor ft. e7 : Other Floors sq. ft. (1ft'vop`ly 0/Wale up rot /Neleroif'' w�/+7cf 2 (not unfinished cellar or basement) • pik,recTe"L ACCESSORY BUILDINGS: 63AvoPi Detached Garage 1, 2 car TOTAL AREA: - 4.• / i -d-C SQ. FT. Attached Garage 1, 2 car Private Storage Building • SIZE OF NEW STRUCTURE: Commercial Storage Building •�y FEET X 7FEET • Other Foundation Type: 9I09z Will any second-hand or ungraded Number of Stories : ( lumber bpel�sed? If so, for what? ( habitable space only) k Height (grade to ridge) : o)-O feet TYPE OF HEATING SYSTEM: Number of fireplaces and/or woodstove (circle all which appli s) to be installed: -51-- Electric / Oil / Gas / rlood Forced Hot Air / Baseboard / Other Person responsible for supervision of work as regards to building codes is : U'•S.T Sa LUT/fw5 •rZe N SSF 1.4-¢!L Ni . [ /opcl Name Addresss Phone Builder: Us •SoLuT,,-) L Plumber: Mason: Electrician: DECLARATION: Please sign below after you have carefidly 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 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 Certificate of Occupancy'or Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed surveyor; drawn to scale, showing actual lc .. tion of project on premises. lc/Signature: e — (.3(ow er, owner's agent, architect, contractor) sA-0 75S O COMMERCIAL FINAL INSPECTION REPORT E CA\r 1 C (� Building& Code Enforcement Date inspection request received: Oc Office No. (518)'761-8256 Dept. off Community Development Town of Queensbury Arrive am/pm Depart am/pm 742 Bay Road _ Inspector's Initials Queensbu ,NY 12804 NAME CAlt��vPERMIT#9 l2 7 a LOCATION / 0[�L^ �l DATE TYPE OF STRUCTURE C y.Q.,\r (SPJ/ N/A YES NO COMMENTS Chimney/13"Vent/Direct Vent location Plumbing Vent Roof Complete Exterior finish grade complete Interior/exterior guardrails 42 in.platform/dedcs x for/exterior ballasters 4 in.spacing platfonn/dedcs Stair handrail 34 in. -38 in. • Step risers 7 3/4 in._ Alain door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(18 in.)above grade Floor bathroom watertight Other floors okay Hat water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 fL or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),N hour door Storage/receiving/shipping room(2 hour), 1 V2 doors 1 '4 hour doors and closers '-4 hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. • Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator sigrage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond • Active listening system and signage assembly space Final Electrical LanNariance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Calif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif of Compliance) A (518)'761-8256 • • TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT "r: ''"- 742 BAY RD., QUEENSBURY NY 12804 _ ��.� 1 �f;,,,.. • INSPECTOR'S REPORT: ARR\ .3DEPART O-L � REQUEST FOR SP CTION RECEIVED'. , / O NAME J5„ G C .6fOlp/0 LOCATION /0 1 11- / vim-C DATE ! /S / it PERMIT A 7 n J TYPE OF STRUCTURE: G ,,1.� RECHECK ��� , R, `$ 7,PPROV�D �' %'/f N/A YES NO FOOTINGS/PIERS • MONOLITHIC POUR FORM REINFORCEMENT IN PLACE THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PR GTE TION FROM FREEZING'' FOR 48 HOURS FOLLOWING THE PLACE- MENT OF THE CO CRETE. ,,✓ MATERIALS FOR THIS PURPOSE ONBITE FOUNDATION/WALLPOUR • REINFORCEMENT IN LACE d/ FOUNDATION/DAMPPROOFING g BACKFILL APPROVAL -) 1 PLUMBING VENT/VENTS IN` PLACE _ ROUGH PLUMBING PLUMBING UNDER SLAB; FRAMING: !) G j17E JACK STUDS/HEADERS>\ - BRACING/,BRIDGING 1 - JOIST HANGERS :a JACK' POSTS/MAIN BEAM\ • AIR INFILTRATION BARRIER r HEATING ROUGH-IN \14 INSULATION ; • FOUNDATION WALLS INTERIOR R- Y1-, _ FOUNOATION WALLS EXTERIOR R- \"• FLOORS R- WALLS R CEILING R- DUCT WORK OR PIPING IN ‘ UNHEATED SPACES R- °' PI (518) 761-8256 TOWN OF QUEENSBURY r-< BUILDING & CODE ENFORCEMENT 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT. A•R t' DEPAR I REQUEST FOR INSPECT ON RECEIVED* C- d NAME /_ LOCATION kC[,G—` i1)• -1-4 DATE !,-) )—& 7 PERMIT I 7 74 ....... 1 TYPE OF UCTURE: 6::cy-ci ,,D.7 ,„-- 1 RECHECK d�/t C.J.- �,/' i/' PBTR„ ROV 1 / C64h vrIA YES NO FOOTINGS/PIERS(:) Li MONOLITHIC 'POUR FORM • REINFORCEMENT IN PLACE THE CONTRACTOR IS RF,.SPONSIBLE FOR PROVIDING PROTE : ., ION M FREEING FOR 48 HOURS FOLOWIN T E PLACE— MENT OF THE CONCETE. „MATERIALS FOR THS B RPOSE ON SITE / FOUNDATION/WALLPOUR \-t fry' f/. • REINFORCEMENT IN PLACE / / r -/ FOUNDATION/DAMPPROOFING /f _ BACKFILL APPROVAL / / � / — PLUMBING VENT/VENTSILN PLACE _ ROUGH PLUMBING f/ PLUMBING UNDER SLAB - FRAMING: JACK STUDS/HEADERS BRACING/BRIDGING _ JOIST HANGERS r JACK POSTS/MAIN BEAM AIR INFILTRATION BARRIER'' f / HEATING ROUGH-IN (/ ,:' INSULATION: / z " FOUNDATION WALLS INTERIOReR- / FOUNDATION WALLS EXTERIOR/R- ,+ -FLOORS -- - --- - --- --J, R- ,f WALLS CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- J-1 ')C.' (42-V'Ck Qs ,-.L, L .‘A • it �z, 1 tom,, �� CI E VZ (518) 761-8256 TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT r 742 BAY RD., QUEENSBURY NY 12804 INSPECTOR'S REPORT: ARR`t•Zc DEPART,;2g;" REQUEST FOR INSPE TION RECEIVED: q NAME -C D t LOCATION C DATE PERMIT A -r 7a TYPE OF STRUCTURE: -_ hJ RECHECK APPROVED N/A ES NO FOOTING IERSJ i' • MONOLITHIC POUR FORM RFORCEMENT IN P.1174)' EIN THE CONTRACTOR IS RESPONSIBLE OR PROVIDING PROTE TION FROM FREE FOR 48 HOURS FOLLOWING THE PLA - MENT OF THE CONCRETE. „ MATERIALS FOR THIS PURPOSE ON SITEeeg _ UNDATION/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: T FOUNDATION WALLS INTERIOR R- FOUNDATION WALLS EXTERIOR R • - FLOORS R- WALLS R- _ CEILING R- DUCT WORK OR PIPING IN UNHEATED SPACES R- FOOTING DETAIL FOOTING NOTES 24' REV. 7 DESCRIPTION 12' DATE I BY JOB NO. 370129 OUOT E NO. 28660 TFC Canopy OFFICE ❑ 1107 N. Taylor Rd. Garrett, IN 46738 (219)357-6665 ERECTOR ❑ (219)357-6533 Fax LIVE LOAD: 50 PSF UPLIFT LOAD: 30 PSF I WIND LOAD: 25 PSF 24 `0" X 72 `011 6 COL. Rec tang l-e Loc. QUEENSBURY, NY F o r : U.S.T. SOLUTIONS, INC. RENSSELAER, NY SCALE: AS NOTED DRAWN BY: DRAWING NUMBER DATE: 22-Oct-1997 IGRIGSBY 2 4 ' 721' I 2 4 ' ERECTOR NOTES A. ALL LEVELING NUTS AND FOOTING ELEVATIONS MUST BE CHECKED WITH A TRANSIT. VERIFY ALL FOOTING BOLT CENTERS. B. CHECK ALL STEEL FOR PLUMB, SQUARE, AND LEVEL AFTER IT IS ERECTED C. TORQUE ALL CONNECTION BOLTS TO 200 FOOT POUNDS. D. CHECK LEVELNESS OF BOTTOM OF PURLINS WITH A TRANSIT. E. ALL BRACING FOR BEAMS AND PURLINS IS TO BE WELDED ON BEFORE DECK PANELS ARE INSTALLED. F. FIELD PRIME ALL STRUCTURAL STEEL CONNECTIONS AND SPLICES AFTER STEEL IS ERECTED. PURLIN 3 PURLIN 2 PURLIN t 12' GENERAL NOTES I. ALL CONSTRUCTION SHALL CONFORM TO APPLICABLE STATE AND LOCAL CODES. 11. ALL STRUCTURAL SHAPES AND PLATES USED IN THIS CONSTRUCTION SHALL COMPLY WITH ASTM SPECIFICATIONS DESIGNATED A572 GRADE 50, EXCEPT STRUCTURAL TUBING WHICH SHALL COMPLY WITH ASTM SPECIFICATION A-500 GRADE B. III. ALL WELDING UNLESS SPECIFICALLY NOTED SHALL BE PERFORMED IN THE COMPANY SHOP BEFORE SHIPMENT. ALL WELDS SHALL BE 'FULL' WELDS, A MINIMUM OF 1/4" SIZE. Description Member Size BASEPLATE 18"x18"xl" CAPPLATE 10"11645/8" COLUMN 10 X 10 X 3/16 MAIN I W14x22 MAIN 2 W14x22 MAIN 3 W14x22 PURLIN I W14x22 PURLIN 2 W14x22 PURLIN 3 W14x22 " TYP MISC. NOTES I. 16" WIDE X 3" DEEP 22 GA. GALV. STEEL DECK PANELS IN PRE -FINISHED White PANELS START AND END 3" FROM PURLIN ENDS. 2. (4) A-325 5/8"0 BOLTS AT EACH STRUCTURAL STEEL CONNECTION. 3. MAINBEAM ATTACHED TO COLUMN WITH (4) 5/8" 0 A-325 BOLTS AT EACH CONNECTION. 4. SPLICES CONSIST OF (14) 5/8"0 A-325 BOLTS. (8) IN TOP PURLIN AND (6) IN SIDE PLATES. BOLT THRU PURLIN FLANGE WITH NUTS ON TOP. 5. PURLIN WEB SPLICE PLATES ARE 8 X 8 X 1/4 CENTERED IN WEB. 4' 4 5' O 9 I. CONCRETE BASE BY GENERAL CONTRACTOR. 2. #4 BARS HORIZONTAL 012" O/C EACH WAY BY GENERAL CONTRACTOR. 4 LAYERS REQUIRED AND I BAR VERTICAL AT EACH CORNER. 3. GENERAL CONTRACTOR MUST FILL UNDER BASE PLATE WITH NON -SHRINK GROUT, GROUT MUST BE A MINIMUM OF 1-1/8" THICK TO A MAXIMUM OF 3-5/8" THICK. 4. 1 1/4"o x 36" LONG A-36 ANCHOR BOLTS WITH 6" BENT LEG AND 6" THREADED PROJECTION WITH DOUBLE NUTS FOR PLUMBING AND LEVELING. 5. ALLOW A 36" SQUARE OPENING IN DRIVE AT COLUMNS FOR INSTALLATION OF ANCHOR BOLT NUTS. 6. ELECTRICAL ACCESS OPENING (4"0 HOLE) WITH 5"z6" COVER T YP. PLATE LOCATED APPROXIMATELY 4' ABOVE TOP OF DRIVE. 7. BASE PLATES ARE 18"x18"xI" THICK A-36 STEEL WITH (4) 1 1/2"o BOLT HOLES ON 14" CENTERS. 8. BASE PLATE HAS A 6"0 HOLE FOR ELECTRICAL ACCESS, 9. UNLESS OTHERWISE NOTED, TOPS OF FOOTERS MUST BE HELD LEVEL AND ON THE SAME PLANE. 10, CONCRETE FOR FOOTERS SHALL ACHIEVE A MINIMUM COMPRESSION OF 3000 PSI. II. AN ASSUMED SOIL BEARING OF 2000 PSF AND PASSIVE SOIL PRESSURE OF 200 PSF SHALL BE VERIFIED IN THE FIELD. IF TEST RESULTS INDICATE LESS CAPACITY, TFC SHALL BE NOTIFIED IMMEDIATELY FOR REDESIGN OF FOOTINGS. F� r OF NEIY YO clElf tea`` �Fa a 0�857� ►G -23-9,) (4) A-325 BOLTS 5/8" 0 ® EACH CONNECTION MAIN BEAM �(4) A-325 BOLTS (-F— 2 3/4' TYPICAL 5/8"0 © EACH CONNECTION DECK PANEL CLIPS TO BE INSTALLED ON ALTERNATING SIDES OF PURLIN FLANGES PART NO. 5610 STRUCTURAL CONNECTIONS DETAIL nSCDM" 3" x 1 3 4" STRAP (MIN. .02 9" THICK e a 2' / PURLIN 4 ATTACH TO PURLIN USING 2 TRAXX 5 SCREWS PANELS --"'L—ATTACH TO DECK PANELS USING (2) #14 x 7/8 TEK SCREWS (EA. END) PURLIN ROLLOVER DETAIL DRAINAGE SYSTEM DETAIL I- rr CD co c-I Cu ti Cu 0 7D CI rn cv 0 cn w L d 1 1 /2" —� 13" I-- 1 1 /2" 10"x16"x5/8" R 3 5/8" o f 10 10" I I 2 3/4" 3 5/8" I I 11/16"cb HOLES CAP PLATE DETAIL CPM10 MINIMUM OF 2" OVERLAP WITH BOSTICK CAULK BETWEEN PIECES TO CREATE A WATERTIGHT FIT MAKE CERTAIN THAT LAP SPLICE IS COVERED BY PERIMETER GUTTERI ERECTOR SHALL FIELD CUT #14 X 7/8' TEKS FULL DECK PANS DOWN TO 12' ON CENTER CREATE A FINISH PAN FINISH DECK PAN DETAIL 3'-0' �14' A2 14' � SPLICE. (8) IN TOP POURLINI&EA. (6) IN SIDE PLATES. BOLT THRU PURLIN FLANGE WITH NUTS ON TOP. SIDE PLATES ARE O O 8"x8"x1/4" NS/FS 8' O O CENTERED IN WEB L O O 4' 8' 3' 3' PURLIN WEB SPLICE DETAIL J Q Q 04 N C5 C6 ■ ■ ■ C1 C2 C3 COLUMN NUMBER LOCATION DETAIL OF NfNr Y O ix • D V � �o A �68571 o -A3-4,7 � y U a n Z W w � Z W u O t... Vq twj q W d / W JZ nJ JN6W. ce } W W K W J Q UU E== Z� OQC cxtx (Y / G is h O N r W d Y W W U y U ❑ fn � S.1 ❑ y W rn Z r X 01 w W o U= / Z JEXav Q r I U c` y vo CY Q _ W -1 W N CD c N V l 1 I � 1 I t