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1989-506
TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date August 15 lq 89 This is to certify that work requested to be done as shown by Permit No. 89-506 has been completed. This structure may be occupied as a Store Location rl Route 149 d 9h Owner Stewarts lcp Cream Co n By Order Town Board TOWN OF 4US&NSSURY �.�-- r Director of Bldg. do Cade Enforcement w k BUILDING PERMIT TOWN OF QUEENSBUR`Y' No. 84-506 l*0 WARREN COUNTY, NEW YORK r 1 PERMISSION is hereby granted to Stewaytn TCP Cream Store Inc r s 40 ^a OWNER of property located at Routes 149 & 91 Street, Road or Ave. in the Town of Queensbury, To Constructor place a Store at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. t. OWNER'S Address is 435 Saratoga Springs , N . Y . 12$66 rrt A 2. CONTRACTOR or BUi LDE WS Name N Brandun Byers Construction 'r"' m a-m)� No 3. CONTRACTOR or BUILDER'S Address rn Z: R'9 4_ ARCHITECT'S Name f"A S. ARCHITECT'S Address pp C M 6. TYPE of Construction — {Please indicate by X) M r XX) Wood Frame ( I Masonry ; ) steel ; 1 UP; no T_ PLANS and Specifications $A r— No. 50 ' x 46 ' Store as per plot plan , specifications , and applications including septic and driveway 8. Proposed LJ$a StorerM rM $ 3!95. 00 _ PERMIT FEE PAI €7 -- THIS PER MIT EXPIRES February 1 1990 (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Queensbury before the expiration date.) Dated at the Town of Queensbury this 7th Day of 13 89 SIGNED BY for the Town of Queensbury Building and Zoning Inspe APPi.I CJATI ON FOR BUTLDIT G ,ANIJ L �FIN x ., . TOWN QLTEENSBURY � TOWN OF OUEENSBURY fi ec Lev ed� � RECEIVED lc:)w Reu�.ewed � ? JUN 2 8 7989 Ely Fee Fcu.d � BLDQ. & CODE Depr, Date 744uedl r-JUI L.DINC, AND CODES Ul Y1AR0DT-, rr J311Y and UAVTLAJVD RC)ADS J2F I pox 98 PeAffit No .<7� nuEEIVSBURYrJVEIV YDF;E 128d'J * x y * * * * " k 792-5832 Fxt �204 * * INSPIiC•r IONS Tel . ( 518J * * .* * * * * .A. * * I * * [ iA5 itECr- IVED A VALIII BUILDING T'I F.nflT . !+ I'ERTIIT M(] S"r Bi3 G� BTAINED BEF " E BE(; IiVtiING C�INSTRL3CTIDI INGand the T(ADE UNTIL AP1 IICAhi licatiOn must be completed 1 . ILL B'E On this ap'(� reverse side of this * sheet * All applicable spaces ear on the n lic� at *m* sue aI Te f the ap * = �= * * ertY is : �-� EL . �i� > The owner of this prop ZIP. .Z'+,, TAX MAP NO . Z / i' . O . Address �, G / l.� erty since October 1 , lq $ $ ? [ ropertY location yes no ,, as there been any split of this prop Board Review is necessary . LOT NO . if yes , Planning Codes is : IF RPPLICAaLE ^•�� Building SUBDIVISION NAME , supervision of work as regards responsible for ,up )�r/T�r�irdr'' �*y�"3r�C- The X� errLson � c� TEL . NO I✓/t ./tillU + / fir O . ADDRESS y,^� f..J .'Rrf Tel NAME .rs9ztN/�r� +itJ i ddress r1 ? 33 - Syh. ,�Ca ! Jw Is [same of builder Address L R �+ Tel [dame of Plumber A ., rrFr_bE+' _ Address Name of Mason ' E1R INIOltPif' 'i' IC�s1 l � fr .ice use only ) ,. ZONINGESIGNATION OF PROPERTY fJ,'aTIJRE UP !'P.Of'C351'D WORK : PERMITTED ACCESSORY r,,/`Oor,,�tructiOn Of :a i1uw building " D PRINCIPAL_ Addition to a building ,, i[,. BONING BOARD +. EQCSIRED PLANI3ING BOARDto a Luiidinc3 APDATE � - * '� `2 to . xtiurioi clm . AN REVIEW #=Z�(iro Ckwng Utt,+zr work (r]ascrilac ) APPROVEnDE # �-�GROSS. AREAO[ PRC) STrcUG'i' [3fcE =lst Floor Lssq ft . , �� � t . cO+arr.�•rL aNl,or;,•,.r.•rxoN sLtc,,ulrts. D n�u�rr . f t . Floor roi>urtyY►o-c ft !C� �.� 2nd .ayls. aJ p ft 7[� ^ tt . Sa::�,�,�_ Other Floors W ( not collar or baszment ) b" Ildiny { ;;} sq f t . Existing �-�- TOTAL FLOOR AREA ft di III frG4�� L�Yei'e rty iinr: f t proposed rsti now ::tructuru '��` full � ased building : ft iar/ ,Iall/crawl/part2. al/ ' ' ft Ream yard r`�i t'ululidation-p Front Yard ft ;,nil fit (circle ane } ft ��ace } r --- Side yard Na , of stories i},;a}� it:aY�l� ft . c rad4 to ride}&.0 15� P " ,, Ir on corner , uctb x� 1c from side Scr. uo r_ ! [eight t ] crf families n/4 OCCUfx4CY Ii,{ pP TIGN if residential : no . } No . of resoma { exc Judi.ng b"th5) rr r pgYMAILY IsUILDINI: -- too0 of bedrooms O,n,e family dwelling No . Of bat3trooms , - Wwo family dw;alliriy r• Multipl+ dwelling / Number of unitsr�- t�ritrury lluatinc] sy ,[errs Type of fuel ' Perrnancrit occwpax+cY wo . of firaixl ac:::: to Li: instal l+_d x • ` )also Will :a wooa stovx: Yell inst:allud '�-=--�-- lran::icrrt o[ cu} ' Y contr:al Air carrtlitiunirrg: ��. { — » ess �•-Industrial BUl LD } NIG STYLE, PR 1 t ARy STRUCTURE Other Lc+$ Cabin . If addition , what, will ul; be7 IcAllckx lonteru�wrarY S]ul�lex iewised rancil M:Ll15i[rrr uurryalow + car tlplit loves Old etyle * ACCESSORY BUILOIidG— cart two ca` r /-�--�- � Cottag0 C)tku r � ijecached yarxcge/one C aa' C.;,pu Cod lowrr [louse c aria 4/at : cur/ two c:arf colonial riow i Attuchvd ] `] { CIlZCLI: prJ1 PLEA:E } * . Prlvata: storage building ?� r * _ * * ,s y, IF * „ * * s * * * ♦ ~�Otk1l: r C?.AF` C.A rt1 tl S"* OT-[�..5` s •r I M A T t: D M n Ft r•r u r� c o r W cs, �"t�r++' 140 r .t.�`7r"� CprJ :;•J RUC•rlrsN - � � �d'- _ _ _ _ _ -• TO BE cc�MPr.cT�:D : aNrolzriA•rxaN OnnurLDlNc srr:clr• ICA•raasas , ON REV SIDE OF •rats sttL+�T , Form BPA 10/88 V]. .U1LL114C r�eru•sli ��i rLi. . Y1 :i17 C.3raTr� �Urn :u i za ING PEC 1 r- r CRT 1©r•r { ya�a of con:.:Cruction , wood frame , fire safe , etc . ►cl[>c�Gti �/ „F,a.�-r /��s�G �,_—� C� �cr� r � 1 . 11 sexy second- hand or ur+grudud 1wabeer be used? I € so , ror what ? 62.E 'owxdution wall material e 1.=pth of foundation blow r.ad� 7'hickna : �y ,.r, S {�c. C. ` � !L �F dill th. 9 ( t0 bottour of footing ) r.: be a calla.r or tuxYivatud? to Je i1 tleGre 1 c at }azxsaif���:x /✓�,7 Will any portion L. ae'So viror gig ar Ce9e3cm Srr ft ( if so , what portion? 1;g ft . i vl' " or roof Type of use? ,vq sloped/f1aLJshed/other Mtatnrial . of roof wood stud' L 00x " 5 pa cing cing.Z4q tr a . ce l.� g nth _ft . Joi� tS { €lost l�e:ie�u ) lac . p 'floor Join is f r'loor k,ea u�s 2 "o c • span ft . eid . floor A A- "X s acin �)ti✓cr1.1y ;; p(ceilingbeaux �� .. 9 "o . c . :.:pan ft �c3ur ru ftc rs x . x spacing "o . C . :.Tan ft . r✓14rss�y'{ spoCin lt�or treys"e:5 (pro- engin. p.�cincl � �rc:d) s 4 a . c`$ span xt .,rxygS�S T � i xt. riot wall finish _ /�/ ,4 o . c . spun ft . Of what materiel ? _ ,rr Tr, terior wall finish � aGK 7 .i p,�c garage is to L� :attaCh.ad , d.: scribe materials--- to b.: u :.:d for FlfW. SEPAILNTION : there: to be an opening batweun garages and dw4ulling? fi If so wi11 a Fires-rwtect door , enclosure , and :+.elf- closing device be ,provided? dill a flue: -limed chir,ini y be installed? _ ,v�► Height ar:ave roof ��PtFx Of chiuux.:y faundsLion b.: low gr ft • Jel� th of fireplace ,,hturth 6#7 ft , in .ade rt . 4" ter supply _ Munici3'>.a1 or private well !✓ �f:F7'rC wyaTE:M Distance from ANY private well ( zncludlrx adjoining ( �+ separate �. alic:ation is n4 aJ g propertle : ft . r pl c.:�.,ary for any repair or ntw instasllat o of s !l; sysLe,ny n E C L A R A T I © N To the best of my knowledge and belief the staten,�rxts contained x tY, i : application , toge: thar with the plans ,and specifications subutitted ,, ara a trua and ym lete stat.:mwxt of all proposed work to be done •on the described preuxi.ses :and thut all 'uviui.ons of the: I31j "Dre4C COOL4: 0 '1111: Z NINC OItD to iaroposed worF: 9:" )"11 IJ . C Oxul,li.:d with, n.ehat . CEcl i �d�Or not11 `,�randwthat r�ucki �work ng ois by th.: ownv�- . di 6/z3 (' Signature __ __________.._____________________ O '=r . _ xcr ' weir nt , urr. nitact , contractor s w Jr a r * at ae W r .. > t yt t rr fk 1k '# ! •' t s k r z . I1 • 7P w ri R w r ► W x • Y Yk i ECIAL CONDITIONS or THE PERMIT : TOWN OF QUEENSBURY WARREN COUNTY , NEW YORK Application for : BUILDING PERMIT IN COMPLIANCC WITH THE NEW YORK STATE ENERGY CONSERVATION CODE A permit must be obtained before beginning work . ANSWER ALL of the following : 1 . . Gross floor area ,.37 e)g f� 2 , Type of haat •.JAB ry 3 . Is the building mechanically cooled ? 4 . Percentage of area of windows and doors 125 , 7 9b A . Over 16 % Only 1 . Uo value of gross area of walls , roof / ceiling and floors exposed to ambient conditions 2 , Floor over heated spaces YES a . Are foundatirin walls insulated ? No 1 . If YES , what is the R value ? 3 . Slake on grade � NO u . If YES , what is the R value of insulation around perimeter of floor ? 4 . Is basement heated ? YES NO a , R value: of insulation � ✓ '� 5 . Type of insulation 4p 13c�,q .tC ly F3 , I VUnder vuluanof roof and floors ex posed to ambient conditions ►�" ' +r . .! .::.alai . ._. `2 2 , R value of exterior walls {ram 3 . R value of glazed area - - 4 , R value of doors 5 . R value of floors over unheated spaces 6 . R value of slab edge insulation - unheated slab 7 . R value of slab insulation - heated slab +Z - I : - 00 R value of heated basement /cellar walls ( above grade ) A/+ 9 , R value of heated basement/cellar walls ( below grade ) Al+ 10 . Type of insu at1on �,�61_oRS C . Controls 1 . Thermostat maximum heat setting 0 D , Duct Systems i . ., Is duct system installed in unheated spaces ? YES a . If YES , R value of duct installation b , R value of duct in other areas E . Pipinq Insulation 1 . Size of hot water 'or cooling carrying agent pipe Z 2 . R Value of pipe insulation . F . Service Water Heating 1 . Performance etticlency---- qcr / oo 2 . Temperature control setting maxiutum G , ror Swimminc/ fool Only 1 . Maximum haat .ing Telephone No . �� � `�e1V r, app ant ' s signature } TOWN OF QUEENSBURY APPLICATION FOR �` &' SEPTIC DISPOSAL PERMIT DATE C - / LOCATION OF PROPERTY FOR � INSTALLATION (=p rlt,-od alt • /rw" � � � oe " q � Owner ' s Name : 5 -T '-'t " Cc> C Telephone : �Z�P C,4 Address : cs,2'f'� installer ' s Name 4-646 . L#»ts� r�- Telephone : Number of bedrooms (residential only) A44' Total daily flow ( compute @ 150 gal per bedroom) -` �3 ,$�C. 6- }' t� " Topography : circle one : Flat Rolling Steep slope Z of slope I� Z /n 9,0#04. `� Soil Nature : circle cane : Sand as Clay Other / Depth : Feet � 40 �LI,ti p y� Ground Water : At what depth ? Aor'- �, ,� feet Bedrock or Impervious Material : At what depth? r- feet Percolation test : circle one : not required required/rate :min inch . Domestic water supply : circle one : Municipal Well _ Other If domestic water supply is a Well : Separation : Watersupply from Septic absorption 7f(p � ` feet PROPOSED SYSTEM : Septic Tank /ne gal . (minimum size : 1 , 000 gal . ) TILE FIELD : Each Trench ��feet / Total system length Z :5 6 feet SEEPAGE PIT (S)' : Number of /1/A" f Size each feet by feet Size of stone to be used #1` /Depth or Thickness ^' �'"�j feet I have read the regulation on the reverse side of this sheet and agree to abide by these and all requirements 4k the Town of Queensbury Sanitary Sewage Disposal Ordinance . Signature of responsible person : Date : 0ei2 :?y (OVER) Septic System Inspections : A . All applications for septic system installation , alteration or repair , as required by the Town of Queensbury Sanitary Sewage ❑rdinance , 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 and /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 installa- tion , 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 and CODES DEPARTMENT Bay and Haviland Roads Queensbury : New York 12804 Remarks : w. ?�Tof�rc of CQu,ernsburg ofiShfang Urpurtment Bay at Havfland Roads Office Phone 518-793-7771 7 Queensbury, New York 12801 PAUL H. NAYLOR // '� [3+,,� �� � RtCHARD A. MISSi7A Superrnlendanl Highways f� , / Deputy Superintendent` Highways L✓4' err { q { + f " SC-) 1c - DRIVEWAY PERMIT DATE : APPLICANT NA E : 2 � TELEPHONE NO . ADDRESS TO BE SPECTER: :- ve. � - RETURN ADDRESS : R ✓+v /frnr 44-w*-5' s7e� �c ZCP 6.� Applicant must sh w exact location and width of driveways ) to be connected to the highway by placing stakes at the specified location . The Superintendent o Highways ; Town of Queensbury , has reviewed the applicant n of the . above . named -resident to connect a driveway to e _ 'Town road . The following action - - has been taken STEP 1 ; { ) 'Preliminary A22rovalir NEED : { ) - Slight Swail { Level With The Road { ) Deep Swail Size Pipe to be used ( if nec ssary ) { ) 12 " { ) 15It { ) 18 " { 414 ( ) 36 " Preliminary inspection by TE Approval by Highway Supt . D+ep Supt . After receiving the Preliminary Appro 1 , submit the permit to the Town of Queensbury , Highway Depa tment upon completion for a Final Approval . STEP 2 : ( ) Final Approves { ) Rejected DATE : Paul H . 'Naylor Superintendent o- highways Town of Queensbury 06r2 { TOWN OF QUEENSBURY *� BUILDING AND CODES DEPARTMENT �: -✓�0 BAY & HAVSLAND ROADS QUEENSBURYr NEW YORK 1280& TELEPHONE (518) 792-5832 BUILDING INSPECTOR ' S REPORT REQUEST FOR INSPECTION RECEIVED© NAME LOCATION rr` s� DATE / PERMIT #1 `r '� �L APPROVED YES NO FOOTING/PIERS MONOLITHIC POUR FORMS FOUNDATION/DAMP-PROOFING BACKFIt APPROVAL ROUGH PLUMBING FRAMING ELECTRICAL ROUG IN INSULATION: FOUNDATION FLOORS WALLS CEILING . FINAL INSPECTION: f CHIMNEY HEIGHT ROOFING SIDING EXTERNAL PORCHES/STEPS STAIRS-CLEARANCE & RAILS -" PLUMBING F-TXTURES1RELXFF14FALVE INTERIOR TRIM/PRIVACY D RS FINISHED FLOORS GARAGE FIREPROOFING DOOR CLOSER (S) SMOKE DETECTORS FINAL ELECTRICAL INSPECTION FINAL APPROVAL OF C NSTRUCTION r A SIGNED CERTIFICATE OF OCCUPANCY MUST BE OBTAINED FROM THE .BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED! REMARKS: INSPECTOR TOWN OF QUBENSBURY BUILDING AND CODES DEPARTMENT BAY & HAVILAND ROADS QUEENSBURY, NEW YORK 12805E TELEPHONE (518) 792-5832 BUILDING INSPECTOR' S REPORT REQUEST FOR. XNSPECTTON RECEIVED NAME L C ocATS(O�N �i[M� I (� k �*- DATE r2 r2 ,/ PERmxT # 9 /p ^ J 0 6 APPROVED YES NO FOOTING/.PIERS MONOLITHIC POUR FORMS FOUNDATION/DAMP-.PROOFING BACKFILL APPROVAL ROUGH PLUMBING RRAMING -ELECTRICAL ROUGf#�TN ' INSULATION: FOUNDATION FLOORS WALLS CEILING 4INAL INSPECTION: CHIMNEY HEIGHT ROOFING SIDING EXTERNAL PORCHESISTEPjt STAIRS-CLEARANCE & IL9 PLUMBING FIXTURES/R LIEF VALVE INTERIOR TRIM/PRIV Y DOORS FINISHED FLOORS GARAGE FIREPROOFI G - DOOR CLOSERS) SMOKE DETECTORS _ FINAL ELECTRICAL I SPECTION FINAL APPROVAL OF CONSTRUCTION 4 A SIGNED CERTIFICATE OF OCCUPANCY MUST BE OBTAINED FROM THE BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED REMARKS: INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT 7 BAY & HAVILAND ROADS QUEENSBURY, NEW YORK 12801- TELEPHONE (518) 792-5832 BUILDING INSPECTOR ' S REPORT REQUEST FOR XNSPECTIO,yNC�RECE . VED = Yr ^ V-- f NAME _ t • s tx �f .C �� 1► --_ LOCATION � l `� 9 Z- DATE fC) PERMIT # APPROVED YES NO FOOTING/PIERS MONOLITHIC POUR FORMS FOUNDATION/DAMP-PROOFING BACKFILL APPROVAL ROUGH PLUMBING FRAMING ELECTRICAL ROUGH+,TN INSULATXON: FOUNDATION st FLOORS WALLS CEILING U / INAL INSPECTION: CHIMNEY HEIGHT ROOFING SIDING EXTERNAL P'ORCHES/SrEPS STAIRS-CLEARANCE & RAILS ,PLUMBING FIXTURESIRELTEF VALVE INTERIOR TRIMIPRIVACY DOORS FINISHED FLOORS -- GARAGE FXREPROOFTNG DOOR CLOSER (S) SMOKE DETECTORS FINAL ELECTRICAL INSPECTION FINAL APPROVAL OF CONSTRUCTION A SIGNED CERTIFICATE OF OCCUPANCY MUST BE OBTAINED FROM THE BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED! REMARKS, c INSPECTOR THE NEW YORK BOARD OF FIRE UNDERWRITERS F• V"; BUREAU OF ELECTRICITY �� b 41 STATE STREET, ALBANY, NEW YORK 12207 O � - c a x-1 Application Yo. on fife r,6 '-) 19 .) r $ r' j Date }:i;[. ;; T : : .� . 1. '� , ., fil -. .- -� , . . i . THIS CERTIFIES THAT only the electrical equiprnerst on described below and introduced by the applicant to mod an the above application number in the premises of ;::TFW.AkT 'L: l i E '' IiI y `3 . l ', { ' . - i; T _ I .I : )i FI :'; ;: Isi ' !' `, in thefoilouning location; ❑ Basement let lGl, ❑ 2nd FY. Section Block I Lot was examined on 11-rA AC, T ! I ' I ] 4'1 P. andfound to be in compliance with the requirements of this Board, NXTURE FIXTURES RAMQ*S ICOCMINQ cams I OVENS I DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SvnTCHEs INCANDESCENT FUXMSCENT I ETHER AMT. K. W. ANT. K- W- ANT. K.W. AMT- K- W- AMT- H. P. i ] ' +-I DRYERS FURNACE MOTORS FUTURE AMUANCE FEEDERS SPEGTAt RSCIIPTJ TIME CLOCKS I UNIT HEATERS MULTI-OUTLET DIMMERS CNl H- P. GAS H- P, AMT. NO. A. W. G. ANT. AMP. AMr. AMPS. TRAMS. ANT. H. F. SY'FTtLNS AMT. WATTS NO. OF FEET I SERVICE DISCCINNECT NO. OF S E R Y I C E AMt. AMP. TYPE E�V. 0 .r aW I r 3W 3 r 3W 3 r AW "0- OFFECC- COND.R Arof CC iCM NO. OP HIAtG •W•L o NO. OF NEUTRALS OF A. El GRAL OTHER APPARATUS: 'I!� Fr?I: �: : I S li . F' . L l. . `'• Fi . f' . . .� ii . f' . 1 -' Ef } ' . BRANCH MANAGER . Per t This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credemioh. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS �' "' •' ' BUREAU C7F ELECTRICITY r^ © �✓ 41 'STATE STREET, ALB ANY. NEW YORK 12207 4i< Date Application Ne. on file _ l i ' � 3' � . !. ' � •3 THIS CERTIFIES THAT only the electrical equipment as described below and inteoI by tha applicant named on the above application m"Imsber in the premi ea of :s7'Flti1R € t: FI;'F FtF l'! . f± T . t I `+ �!t £ r1 :; F31 F;1 t . in the following location; ❑ Basement fat F7. I._ll Ynd FT. r+E :T Section $lock Lot was examined an h F`r,F' ti; T 98 :I and found to be in compliance with the requirements of this Board. RXTL/AE "ACLES SWITCHES FLXTURES RANGES C7t?pIfING DECKS OVENS DISH WASHERS EXHAUST FANS 'U r�TS IP4c^Pe}ESCiMT FtUGRES[ENT GTNEn AMT. K. W. AMT, K. W. AMT. K.W. AMT, K. W. AMT, N, P. DRYERS MMACE MOTORS PtJTUM ANWANCE POWNES SIPMAL BEGIRT TIME CLCKXS ERI, UNIT HEATERS MLR.Tt-OUTLRT p ERg AMT_ K. W. 04L H, P. GAS N. P. AMT, P 0. A. w. p- AMT. AMP. AMT. AMPS. TRANS. AMT. N. P. SYSTEMS AMr. avers No. of Pat. SERVICE OISIDDFMILECT tio. CW 5 E R V I C E AM YPE T_ AMP. T MITER I Na. GP Cc. CaP,D- A. A. W. G. EQLIM. .a 7w 1 J' 9Vv 3 �" 3W 7 A kW W. G.PER / GF CC. COI NO, OF NI-LEG OF HI-MG II GP "tUTRALS pF PaLnRAit OTHER A"ARATUS: 4 17 BRANCH MANAGER 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. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS I . ' A BUREAU OF ELECTRICITY 41 STATE STREET, ALBANY. NE W YORK 12207 r +Gate E k i .: r•„ 1 ' Application No. on file : THIS CERTIFIES THAT only the electrical egseipcneraL ae deeeribrd bolos and introduced by the applicant nansad art the above application nrarnber in the preasiees of in the followins location; ❑ Bazement ❑, !st Fl, ❑ 2nd Ff. Section Black Lotwas exarnined on r { jj ; j k and,jaund to be in compliance with the reguirementa of chill Board. NXTUSIE WCE FIXTURES l RANGES UOOKINO 2"S I OVENS DISH WASHERS EXHAUST FANS OUTLETS PTACLES SWITCHES INCANDESCENT Fr J''XK-3CENT OTHER I A AT. K. W. j AMT, K. W. AMT. I K.W_ I AMT, j K. W. AMT. H. P, 3 f DRYERS FURNACE MOTORS FUTURE APPLIANCE R 1115 SPECIAL REC'PT TIME CL rrS UNIT HEATERS MULTI-OUTLET PI1MMEES AMT. K. W- OIL H. P. GAS H. P. AMT. Np, A. W. G. AMT, AMP. AMY. Ak%M- TRANS. AM7. H. P. NOTC T AMT- WATTS t i SERV x DISCONNECT NO, OF S E R V I C E AMT. AMP, TYPEanw. 1 / 1�1M ! ,P rM 1 31 ]MY 130 xW #PER wCCRJb. OF CC. rom NO- OF HI-LEG I�!- � "M aF NEUTRALS CIF MWI 0- t OTHER APPARATUS: r ! { I " f' 1 BRANCH MANAGER Per This certificate must not be shared in any manner return to the office of the Board if incorrect. Inspectors may be identified by their credentials. COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT BAY & HAVILAND ROADS QUErENSBURYt NEW YORK 12804- TELEPHONE (518) 792-5832 BUILDING INSPECTOR ' S REPORT REQUEST FOR INSPECTION RECEIVED NAME LOCATION DATE PERMIT # APPROVED YES NO FOOTINGIPIERS MONOLITHIC POUR FORMS FOUNDATION/ P-t. ROOFING BACKFILL AP, AL �RIDUGH PLUMBING FRAMING ELECTRICAL ROUGH-IN INSULATION: FOUNDATION FLOORS WALLS CEILING FINAL INSPECTION: CHIMNEY HEIGHT ROOFING IL SIDING EXTERNAL PORCHES/S EPS ' STAIRS-CLEARANCE RAILS PLUMBING FIXTURE /RELIEF VALVE INTERIOR TRIM/P VACY DOORS . FINISHED FLOORS GARAGE FIREPR ING DOOR CZOSER (S) SMOKE DETECTOR FINAL ELECTRICAL` INSPECTION FINAL APPROVAL OF CONSTRUCTION A SIGNED CERTIFICATE OF OCCUPANCY MUST BE OBTAINED FROM THE BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED! REMARKS: IN PECTOR _Jt+wn cr� �uPQn3 urt�r BUILDING and ZONING DEPARTMENT Bay and Haviland Road, R. D. 1 Box 98 Oueensbury, New York 12801 SEPTIC DISPOSAL SYSTEM INSPECTION NAME � LC3CAT I UN DATE 7CK S�/ PERMIT NO, Q 7 SOIL TYPE Loam - Clay Percolation Test Required? YES - NO Percolation rate - Min/Inch TYPE of SYSTEM: Absorption field , total lengirb rZ SQ Length of each; twench , Depth of trenches Size of qrave]�--tKlg ' SEEPAGE PTTS{N er of Y Size- ft. X _ff. Gravel size PIPING : Size Type Bldg . to tank _ ��5f Tank to list. bo�f�}fL err List_ box to fi ld/pit Ar-e openings Seale . ES No Partial LOCATION/SEP TIONSz Foundation tank eft. Foundation o absorption 147V ft . Absorption to lot line ft_ Separatio of pits ft. LOCATION SYSTEM ON PROP:Y AT�Cci rcle one ) e,_Front - - Left sid Right^ side`5 COMMENTS r 7Zw SYSTEM USE APPROVED YES NO Build1n Inspector 01/86 and vl TOWN OF +QUEENSBURY BUILDING AND CODES DEPARTMENT BAY & HAVILAND ROADS QUEENSBURY, NEW YORK 2280+I TELEPHONE (518) 792-5832 t r. BUILDING INSPECTOR' S REPORT REQUEST FOR INSPECTION RECEIVED NAME LOCATION r' DATE f PERMIT # APPROVED YES NO FOOTING/PIERS MONOLITHIC POUR FORMS FOUNDATION/DAMP-PROOFING BACXFILL APPROVAL ROUGH PLUMBING FRAMING E�CTRICAL ROUGH-IN NSULATION: FOUNDA TIO FLOORS ` ] � WALLS 1"°[ CEILING FINAL INSFECTOO CHIMNEY HEIGHT\ ROOFING SIDING EXTERNAL PORCH S/ EPS STAIRS-CLEARA CE & *AILS PLUMBING FIX RES/RELIEF VALVE INTERIOR TR PRIVACY DOORS FINISHED F RS GARAGE FIR PROOFING DOOR CLOS (S) SMOKE DET TORS FINAL ELECT ICAL INSPECTION FINAL APPR AL OF CONSTRUCTION A SIGNED C RTIFICATE OF OCCUPANCY MUST BE OBTAINED FROM THE BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED! REMARKS: INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT BAY & HAVILAND ROADS QUEEN.SBURY, NEW YORK I28pk �� TELEPHONE (518) 792-5832 BUILDING INSPECTOR' S REPORT REQUEST FOR INSPECTION RECEIVED 7 �g NAME LOCATION DATE z p PERMIT # APPROVED .YES NO FOOTING/PIERS MONOLITHIC POUR FORMS FOUNDATIONIDAMP-PROOFING BACKFILL APPROVAL ROUGH PLUMBING FRAMING ELECTRICAL ROUGH- IN INSULATION: FOUNDATION FLOORS WALLS CEILING FINAL INSPECTION: CHIMNEY HEIGHT ROOFING SIDING EXTERNAL PORCHES/SrEPS STAIRS--CLEARANCE & RAILS PLUMBING FXXTURFSIREZ�E-,Pr VALVE INTERIOR TRIM/PRIVACY �90ORS FINISHED FLOORS «' GARAGE FIREPROOFING- - DOOR CLOSERS) SMOKE DETECTORS FINAL ELECTRICAL I PECTION FINAL APPROVAL OF ONSTRUCTION A SIGNED CERTIF CATE OF OCCUPANCY MUST BE OBTAINED FROM E ,BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED! REMARKS: � / ';i �� INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT BAY & HAVILAND ROADS QUEENSBURY, NEW YORK 12801q TELEPHONE (518) 792-5822 BUILDING INSPECTOR ' S REPOOR/T REQUEST FOR INSPECTION RECEIVED NAME LOCATION DA TE _ r � • a:!!7 PERMIT #oF p -' APPROVED YES NO FOOTING/PIERS IYMONOLITHIC POUR FORMS FOUNDATION/DAMP-PROOFING BACKFILL APPROVAL ROUGH PLUMBIN FRAMING ELECTRICAL ROUG . IN r` INSULATION: f FOUNDATION FLOORS WALLS CEILING FINAL INSPECTION.- CHIMNEY HEIGHT '' ROOFING SIDING EXTERNAL PORCHES/,STEPS STAIRS-CLEARANCE & RAI PLUMBING PXXTURESIRELIdEmP VALVE INTERIOR TRIMIPRIVAC DOORS FINISHED FLOORS GARAGE FIRE PROOFI DOOR CLOSER (SJ SMOKE DETECTORS FINAL ELECTRICAL NSPECTION FINAL APPROVAL O CdNSTRUCTION :::t: A SIGNED CERTIF CATE OF OCCUPANCY MUST BE OBTAINED FROM E BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED! REMARKS: i f INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT ry BAY & HAVILAND ROADS � � J QUEENSBURYy NEW YORK I290!& TELEPHONE (518) 792-5832 BUILDING INSPECTOR' S REPORT REQUEST FOR SP CTION RECEIVED NAME LOCATION DATE - IS PERM-TT # _ APPROVED YES NO FOOTINGIPIERS MONOLITHIC POUR FORMS FOUNDATION/DAMP-PROOFING BACKFILL APPROVAL - 4. "ROUGH PLUMBING FRAMING ELECTRICAL ROUGH-IN INSULATION: FOUNDATION FLOORS WALLS CEILING FINAL INSPECTION: CHIMNEY HEIGHT ROOFING SIDING EXTERNAL PORCH /STEPS STAIRS-CLEARAN E & RAILS PLUMBING FIX ES/RELIEF VALVE INTERIOR TRIM PRIVACY DOORS FINISHED FL09WS GARAGE FIRE P OOFSNG DOOR CLOSER ( ) SMOKE DETEC RS _ FINAL ELECTRI AL INSPECTION FINAL APPROVA OF CONSTRUCTION A SIGNED CERT ICATE OF OCCUPANCY MUST BE OBTAINED FROM THE BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED! REMARKS : !INSPECTOR TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT BAY & HAVILAND ROADS QUEENSBURY, NEW YORK I2804.. r TELEPHONE (518) 792-5832 BUILDING INSPECTOR ' S REPORT REQUEST FOR INSPECTION RECEIVED' _ / -- ' 9 NAME f> � LOCATION `- Sal 2. DATE PERMIT # _ APPROVED YES NO FOOTING/PIERS MONOLITHIC POU FORMS f/ FOUNDATION/ 6/BACKFILL APPROVA ROUGH PLUMBING FRAMING ELECTRICAL ROUGH-IN 'X INSULATION: ><' FOUNDATION FLOORS WALLS CEILING FINAL INSPECTION: CHIMNEY HEIGHT ROOFING SIDING Nk EXTERNAL PORCHES STEPS STAIRS-CLEARANC & RAILS PLUMBING FIXTU ES/RELIEF VALV' INTERIOR TRI PRIVACY DOORS FINISHED F RS GARAGE FIREPROOFING DOOR CLOSER (S) SMOKE DETECTORS FINAL ELECTRICAL INSPECTION FINAL APPROVAL OF CONSTRUCTION A .SIGNED CERTIFICATE OF OCCUPANCY MUST BE OBTAINED FROM THE BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED! REMARKS: o ,fit- r71z/ k f IN PECTOR TOWN OF QUEENISBURY BUILDING AND CODES DEPARTMENT BAY & HAVILAND ROADS QUEENSBURY, NEW YORK 22804- �/ ! TELEPHONE (538) 792-5832 BUILDING INSPECTOR' S REPORT REQUEST FOR INSPECTION RECEIVED NAME LOCATION DATE /Q PERMIT # C / 0 t� APPROVED YES I NO L,p6o'TING1 fXER MONOLITHIC PO FORMS FOUNDATION/DAM PROOFING BACKFILL APPROVAL ROUGH PLUMBING FRAMING ELECTRICAL ROUGH—IRt INSULATION: FOUNDATION FLOORS WALLS CEILING FINAL INSPECTION.- CHIMNEY HEIGHT ROOFING ,SIDING x EXTERNAL PORCHE$ISTEPS STAIRS—CLEARANo�.E & RAILS PLUMBING FIXTq ES/RELIEF. VALVE INTERIOR TRIM ,i/PRIVACY DOORS FINISHED F RS GARAGE FIREP OOFING DOOR CLOSER S) SMOKE DETECJtORS FINAL ELECTRICAL INSPECTION FINAL APPROVAL OF CONSTRUCTION A SIGNED CERTIFICATE OF OCCUPANCY MUST BE OBTAINED FROM THE BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED] REMARKS: " �r�+rr..+�-•ram � � rz.L-ram cr e� �.rco ,���v� -�hlr INSPECT R TOWN OF QUEENSBURY BUILDING AND CODES DEPARTMENT BAY & HAVILAND ROADS QUEENSBURY, NEW YORK 2280& TELEPHONE (518) 792-5832 BUILDING INSPECTOR ' S REPORT REQUEST FOR INSPECTION RECEIVED , NAME err Zr LOCATION DATE / PERMIT ## APP VED YE NO OOTI PIER '� MO OLITHIC POUR FORMS FOUNDATIONIDAMP PROOFING BACKFILL APPROV*L ROUGH PLUMBING FRAMING ELECTRICAL ROUGHtN T" r INSULATION: FOUNDATION FLOORS WALLS CEILING FINAL INSPECTION: CHIMNEY HEIGHT ROOFING SIDING EXTERNAL PORCH /STEPS STAIRS—CLEARAN E & RAILS PLUMBING FIXT RESfRELIEF VALVE INTERIOR TRXIIPRXVACY DOORS FINISHED F RS GARAGE FIRE OOFING DOOR CLOSER S) .SMOKE DETEC RS FINAL &LECTRX AL INSPECTION FINAL APPROVA OF CONSTRUCTION A SIGNED CERTIFICATE OF OCCUPANCY MUST BE OBTAINED FROM THE BUILDING DEPARTMENT BEFORE THESE PREMISES ARE OCCUPIED: REMARKS: 1 Z., v,� r* I�j i fieZ:=5 44 Rk lzo-D F4V OSPECTOR �- f-U_M.a-01-2e12 i98 : 2S Fromm To : 1S28745443 "i Page : 1 �S € r F• ,f � eritage Propa-ae Express z�' Iczz:' �[/ �l Region 83 1 2012 D'Strict 8301. / 8311 149 Bowman Road York, PA. x74o8 Off ce& 7x7-650-64=2 D C a ` 'nrt Fax: (717) 650- 6658 FACSfMME T'EArNSM=A.L SHEET TOO Company. . Date: Fax l\iumber0 Total Number Pages: Phone Number: Sender's Ref Number" 18 Ref•. Ref Number: NOTES / COMMENTS: Ljej Fax Street Tville.doc rev ] .5 Town of Queensbury OPERATING PERMIT This Operating Permit must be displayed at Premises Permit #: 152-2012 Business Name: Stewa % # 282 Address 979 State Route 149 Queensbury NY 12804 Contact Person; Larry Crandall Telephone: 518 Z93 4937 - Occupancy Classification: A Occupant Limit: NIA Date of Issuance: As,gust 1, 2012 Expiration Date: N I A This Operating Permit is issued to the Applicant named above to conduct the activity and/or to use the class of buildings indicated below at the Premises specified above: Manufacturing Mercantile X Conducting a hazardous process or activity; including dispensing (LP Exchange) Use of building containing one or more areas of public assembly Use of a building whose use or occupancy classification has been determined by Town of Queensbury Fire Marshal as posing a substantial potential hazard to public safety; Others not classified above The conditions, surroundings and arrangements for the activity and/or use subject to this Operating Permit shall be in accordance vAth all applicable laws, ordinances, regulations and the conditions (if any) mentioned below. The Premises shall be subject to periodic inspection by Town of Queensbury Fire Marshal to ensure compliance with applicable all applicable laws, ordinances, regulations and conditions. The Operating Permit is subject to revocation for failure to comply with any applicable law, ordinance, regulation or condition_ This Operating Permit shall expire on the earlier of the Expiration Date specified above or on the date of revocation pursuant to the preceding sentence. A new inspection of the premise and verification of all system inspections is required prior to the expiration date. Town of Queensbury Fire Marshal By: Nameffitle: Michael Palmer. Fire Marshal OPERATING PERMIT INFORMATION Appendices This Operating Permit will not be issued until an inspection has been performed and establishes to the satisfaction of Town of Queensbury Fire Marshal that the requirements of the Fire Code of New York State are satisfied. These requirements include the provisions of Chapter 27 of the Fire Code of New York State as well as any specialized manufacture, use, storage requirements within Chapters 27-42 of the Fire Code of New York State_ A previous fire safety inspection cannot suffice for an Operating Permit inspection. If necessary, tests to verify compliance with the Fire Code of New York State must be performed and the reports of such tests must be provided to Town of Queensbury Fire Marshall. Tests and reports needed to verify compliance with the Fire Code of New York State vary from product to product. Tests and reports may include: ❑ 'Verification of inspection of fire protection systems and emergency alarm systems, including Fire Alarms Sprinkler System, Suppression Systems, Knox Boxes, Elevators and Conveyors , Generators ❑ Verification of inspection of storage cylinders, tanks, or containers ❑ Completing of the Hazardous Materials Reporting Form, as required by General Municipal Law 209-u (available from OFPC at http://www.dos„state.nv.us/fire/odfs/forms/hm2O9u.pdf) ❑ Presentation of Material Safety Data Sheets for the product(s) requiring permits ❑ Proper function of all exit and emergency fighting fixtures Hazardous Materials Storage An Operating Permit is required when (1 ) any hazardous material included in any category listed in tables 2703, 1 A (1 ), 2703, 1 .1 (2)1 2703. 1 A (3) or 2703. 1 . 1 (4) of the Fire Code of New York State is manufactured, stored or handled and (2) the quantity of such hazardous material exceeds the quantity listed in the applicable table. This would include any building that is (whole or in part) a Group H occupancy, is a pre-existing, non-conforming hazardous occupancy, or has outdoor use manufacture, and/or storage of materials that exceed the tables for physical and/or health hazard_ OTHER Other Hazardous Processes and Activities - An Operating Permit is required for any other process or activity determined by Town of Queensbury Fire Marshal to be hazardous. Such processes and activities include, but are not necessarily limited to, the following: Pyrotechnic Displays Tent and Membrane Structures Outdoor Wood Boilers Activities governed by a the NYS Variance Board Rulings Installation and removal of storage tanks Temporary Storage Units Fire safety during construction and demolition (NYSFC Chapter 14) (NYSBC Chapter 33) (NYSEBC Chapter 13) (NFPA 241 ) Install by Heritage Propane Express, 149 Bowman Road, York PA. 17408 717 660 6422 Jamie O' Leary rIJG-01 -2812 00: 29 From: To : 15187454437 pa9e : 4-'5 07/ 25/2012 04: 38 3167150237 ST4PLES PAGE 04/Oe FIRE MARSHAL 'S OFFICE. "c Town of Q^ueensbury 742 Bay Rand, Queensburyr MY 12804 " Horne of Natural Deauly . .. A Good Place to Live " FIRE MARSHAL SPECIAL PERMIT .A.PP LTC A►.TIrON APpI..t+CATiON TO 1319 SUES OBIFOVX BBEC.MNMG WORK* FOR REV19W BY THIS OFFICE. A14 OPERATMG PEtZ.N tT WIL.L. BE MStM0 UP'CNV COMPI .F?T ON. Sushies� nsN..a.mc. �[ PMped ex: OgPL Majbrq� Address: 4 7 T si.► fe .2&, /i( Q ���c , iG*�^�.c�_ Contact Number: "i,p• S�lr �'� e� _�e r -, ¢ 3 rc+ t ;� .4.. ,�'e t y,f Tax map Nurnber: GocUori &S S!x[c ;�� Lox 6! Description of soope of woric: �R i&gam.~6d:g- .2 40 -a + . !Q y .- w je L+' q 2j!r gsra F ha xtcR.cRr +at ,d.rc �$,i -a �` •'�- .[, '�' ` ' �".kpaG: --O .rd-C.k ,. '"LEASE PROVIDE A SKMT+GN fiHQIN4tG LOCATION OF PRQPC►, EQ IO ON THE PROPEM Provide Information Indicating pemiaodn(a) responsible For the work: Forertlarr or Supervisor Name: &e,.r ! Ca'o Contact Number: 3 ac U G 1ltfL Owner ! Contractor shall verify with the local Ccsd+e Enforcement 4]► Ucial and f or Fire Marshal any Mold points rgquired so proper inspectians may he completed. M R r s M a r s k a 2 ` s Office T h o u e_ 518-762-8206 " Fax: 528-745-4437 firer:r�a_rsT:a�ueetiS�ur-yr.rreE - raruru.yreeera��,�rr�}f:� FA_IG-01 -2012 Oa : 29 From : To : 151S7454437 Page ; 5i "5 07/25/ 2012 09 : 38 31S7150X37 STAPLES PACE 05108 ----------------- Fia! owlka s a a N R ..._A .. - . .... ........�.. leg AiAXD 7cbs a k '_ z m ; 140 g } . i "�A Till tl�F F A w � � r. f� m � • �, .;;�_y r-r e•r IN N r * + s 3f }R 39 atw:prpr rr WIN r f k � krA.—: ded �� I r ' C~LTRTI� LUMBER 'C�l., IN+C. • R_D.3, BALLSTON SPA, N.Y. 12020 LUMBER & BUILDING MATERIALS (51 $) $$5-5311 4gr / op e7 ✓t-T'+-i . �-'�GiG.�'�-ems- �P--.=-..�..-- - `--+' . f ' �^ oeo cll�- ,' ALFRED PARIS ARCHITECT DATE �o� NO. Latham Circle Mall 10 Aug * 1989 LATHAM, NEW YORK 12110 PROJECT Stewart ' s Ice Cream More LOCATION R t o 9L & Rt r 149 (518) 785-5442 11wwn of Que ens bury , NBC CONTRACTOR OWNER TC] Building I3eaprtment - ------------- Town of C,Zue ens bury , N Y WEATHER TEMP. ° at AM ° at PM PRESENT AT SITE THE FOLLOWING WAS NOTED Manama ]Tear Sir ` This letter ie to be used in corl � unction with the enclosed roof structure layout for tyre above men lone project * please note that the truss ' s in question are made to be field trimmed to suit tale framing condition in the field . `this is acceptable to me as long; as no gusset plates are cut or the structural integrity broken in any way . the chord extensions can be cut with r,o problems e If you have any questions , ;Tease call . This is the x Zt tR )Qdws..d jr%oa " construction for the Stewart " s stores . Very truly yours t COPIES TO CL9 SiGNUO ihfPORTANT; hlibw Q Nows on This Shoot A ropy of Goa drawing ht ail ho glnn to k Naming Msigwit;arthi(K♦[tmgisrotr)5 aracting mitintligr. Thh sksign k Yoh tar lwd yaan hats cant tkalgn dais. DESIGN INTOWATION DESIGN LOAD III LEN FORCE NBA LEN FORCE IOR FORCE *9 FORCE LUHBER SOLUTION TOP L- 5G . PS' 1- 2 9.44 154 9-10 5.5? -E? i 15 -522 A-12 1955 #'�KDmaYP t � lomatan:trowndnmssuthasheuveud+Edare 7p i`. F5r 2- 3 9.00 164 i4-i1 7.W -5E7 1-iS -17t 5-i2 - 1096 TAP 2XF Used ay an ttpe+Ienced w0W IruSS lablicaldt. leis :tii5s n23 Will s+gnadwsupaanWatSInpinepa,alle+tathAhissina �i G . PSt 3- 4 7.90 -679 it-i2 7.90 2045 2-15 -1170 5-12 674 BOT 2Xc #2KD SYP stra hiandVenticalgoshonhaseeonlnlormaINAprasldeday �T SG PSt 4- 5 7.90 -2639 12-13 7.90 679 3-15 372' 6-11 -133e r N UR LOAD 1 i. tt5 5- 6 7.90 -2639 a3-14 7.9G -3610 3-14 -4625 7-ii 3025 �i'$ 2XS #cKD SYP the then: The dtsigoaf dlsdalms any respdnsAnliy far FACKI:G 24.0 N CJC , , ti a + C . damages as a result of mcofletl rniornna^inn spaelticaoons 6- 7 7.90 -2046 14-.5 9.00 -3EIQ 3-13 4_5- 7-10 -21,2 EXCEPTION NEB ivicia It IIK oe$�g"'DirlhK ukrilIS11My NLfi!-�TANDARD LOAD 7- a 3,K 597 15-15 9.On 0 A'-43 -1°34 6-10 -775 3-13 2X6 12KD SYP ldalefaaSW411Cploletl arid s=fa+nule01Nitrals5atcd,ed Jl LEtS 9LCTATON PSF 6- 9 LEI Zoe Herein It meal wan srtuiturt plaxngt W!nitnw; try Itw,Ir NIVI. NONE men:lii(1u{FIs 2K a[te(15 no ritti iP5lt":15 ar ee roses no taeral wile avoid to tignIQllan III 910mtr:1 and JT FLACT MIN G1r[ REC CPE= 0.9t` Al 12 Insfalla:+dn ai INSSa5 the lf.m has attn desiyrled as ar indni4ual tu+laln& cbidpodtni in accaltance wan latest i, 4794. 15,6E" tevisdns of IN and OAS.it ne Incow alm as pan of the 10 2919. 3.50" budding de n by a bilking designer When 1Vlewed (or appMwalby7he bwldmg designer,the dtAn klaangs shown Exercise caution in handling and erection of this truss , must be checked la a sort Iran the data shwa are in Additional erection and permenant bracings may be required, aganTr t wish IncidCa1 atKinq:ini IOca1 Ofnahe records fw wind or saawbras,piolecl 5pa[d+talsmat sMal applied contact building architect/engineer for specific recommendations. Wad TnehslgdassWrkStMp*ei5nr,[MdspdFarncndml are conlinuoudy barred by Tlgid Sneaiwg. wheat Wm clods In Iehswi are nor Italy blared tuffaq ay a praiii applied rigid fog, they 5hotta be Mated at a Martini spacirgoi tgtt.0c._Prpvde tdnunduspleral Waanq anwtbs Indian tllrnds indrcaled 10 will budding laipirt Siam SMIAdaC48dlQ1attU5SmtddersaSglG[aiQa Reskanlate�i atatag at ends and It ifntrvals specified by Me buNdirg desgmr.Prdalde a litmus m 0135 inch wand beanrg and ader#�ealdptxagerotesatupkll atwdtatls..OeslgnasSolTl� . mal adlituate dlaltlale la present landing IS no be prarided ay ` Others.Oesnga list load dL4WO Hold spanfNU FANNICATION NOTES Prior 10 fabrit2lnrl,IN tahriCatat Vail reyiew ft dlawring le verify that Ibis dtawrlg is in conlatnanre wain the Iabrr-atilt s plans and 10 reaue a Wnmwrq lesdaisN-ly dI such 6p vrtdraflon Arty dtstrepenCies are 10 be pad in wading 10 SQ desgntrtOr COttadtidnadrnt tatting dt taatcat10n f#Alaatar ; 6p da>� xRnAusd6yas Leman anwdspecGed + +5 CAUTION: Provide adequate drainage to prevent ponding , do«kS Sheol ifari i0.t$.dr 1 gaugt A$Tai M16 grade A Cr bailer hot dialed Owarlaed satel tGN or St and Shall mad or 3 4 5 6 7 E a( ert4td owe Values WeCdad On gains Shad punkaw Plales shun W be instaN hle5.ed ever kil0t %rats or Warned i 2 -0 grain. Alarnbers she" be cut tar Art filling twoad to new �ij 12 A bmgtCmn iguro Start be balled INA"facesatTe kt5 16h a.25® truss with txla iWly doeeaaed shagnt in tg0 deagfaesl 129 accia drip t0 manutaclufers sladdtcandns and stall he 3S.5i Si7nmauitalarpavlthdpnl.ASkaplalRti$'wldtanda'tivlq � :� •y A$+9daMa6"Hotrod$'Wnq.SntsihpslnlnPdtaildniae � pit �r Ib Coto mamaets troll on mite web pnLs n wi„ch Ni r� pa W 10 Ike web 016151 Locatt'n planet' spines at ita �p Pill at the panel With•6 at klcatiwd Shown o1 iM truss 3 �tiA 'FS �'kti4 ytitia 9F �� Gaining. CWddtt aVerSILlig Me prates Iw Nrding Lumber bust bear agrade Mark frugan+nspechhardgrading agexy apprdvelbyAn+etrtanLumber Standards canmptt.andMasi DATE 10114�88 he of INsizigtadtandsKinsrlbmbnrtaraw gaining.IN 16 15 14 212 11 10 JOB ID CPO SY, tomato r Bad*1Ii"Wad cdrixet to be 196 ofless at Ire Ire al OCONT 2X 4 LAT HRCG NAIL N/2-12d COM SHEETI OF 15 faGitalidn. ats an wet membersmembers seal +nett 21al la! terlbadal The lieftTtrs truss is nor totelihniaated with life WA SPAN 55- 6- O (FT, INCHES, 16THS) SCALE= 0.125/1,0 Job No, 1523 rtlardantorchatcaty Inialed woad,for addannai ntbtmallwr on qualify canital tiler to re IN 0uahiy Wirril ManWal d TN AircYnrnerded Code at$iantafa I'la[tltt.Thu;III nor ,o be tied in a chilm"! of eliln4 INKOrmenl. wnlCh wauld adve15taytNt[I the rotation poles and7rn WRdEi.. PRECAUTIONARY NOTES IruS5e5areIbbekardledwltkpani[oat[anedwung taucatun banding.AIM,daui and nllanalan 10 airOd damage . temporary and pe Renf wong tar gorging cusses In a Ssleghtard+Rdr.alpdstwnardigrfeLsreg III brasSNll be disipnxd and 111SU he'd by OmMS CazeliA handling is t55er+lgl 9rttlgn araCnglShcway}5sldimttd tlul+hq m5lalaialn (j a Idirddtoppnnganddamltlpinq.11tslpemspndl Inede[Iron sLjJL.-t�� G+WYW VON be i AW the tonal N a star Cdnif2ilb txleneraed in Ire IAS0410 dl busSts Prdlessional adobe SW De SWgnI N M(W R0I*S Shah bt atwaed 10 busses Vries slid ad tasltnvg and Gacltg Is[arglelea COnbeufalmn oftowNeg inlaigreaterflanthataesingssta"rdibe algid 14 trusses AN any ame Rakr to MET-80 he IN tetPTanddalgM1S on handling a treci10n at 11USWS $AACINGNOTES TEE-L6Ni8aCApS9CCI" FRA a v1Sc1 Bra[:nq$Awn on li drawing IS not etall" Mai irv3+ Willa CONNECTOR PLATE VAI-UESI Fy r 40k i tltatNQ or sYal4r Mai wngh l§pari fA ire blodmg dawfn PSI OR PLI PER PLATE tiiRfl}tit t andwhChmgNtaadanSidered ply lha nurinng devngel elac+ng I LAT. SME.TEM. LAT.SNE.TEN. $7gawn5ip rtdate hoing lentrm aftu5s ffwvfs lwiiy GAGAN ENGINEERING T-6162111an. TL-ST 20gwl Addlt+anaf bfamg IN overall S"y{tl,IP !nap Pa 'eq'14ed I-kr 339 S.W. 1$th TERRACE MAN. 230 426 4151 2C4 419 4[,f Spedd,c truss bracing leauutmenis[0.'11d[l 3uNtk!g ar 'Iw l , trig. i59 248 403 17: 21th i4f nffaiff,id 9WT 76lot IPI{Ecc7nin&'dafrdl'_,on,^trr&. rjis M[AMI, FLORIDA 33129 It-CI lag.. T-L-s 16g.. MAX- 230 602 558 200 62? A94 IMPIN TANTS kdW Notes on This Shot. '1IC g d Ail dnrN4 k b to INN 1,an bINMNaIp • I�iFai{r uddkeltaNi�ri�axglFq unaxebr. Tllkdai fIII:nNfleritlMrirtfn+IllrfaNedrk. OE81011MFNMATION DESIGN LOAD NOR LEN FORCE FIR LEN FORCE W FORCE MM FORCE LUMBER SOLUTION INInformalnn Shown 0d this sell trEbwprapared10W ii C NS FF 1- 2 9,00 189 9-to 5.92 -79 1-16 -522 4-12 2i52 used by an experienced woad Russ labreawr.This Truss has F 2- 3 9.00 i89 10-11 7.90 454 1-15 -197 5-12 -1026 TOP 2X6 #iDKDSYP beendesgirdtosupponwadsinpaledenaldto The lruss.ma F 3- 4 7.90 -997 11-12 7.90 2291 2-15 -WO 6-12 756 BDT 2X6 #2KD SYP suaigM and vadNalposnon based antdldrrtmnn provided by 000 tPPPP�SSSSSSFF 4- 5 7.90 -2973 12-13 7.90 997 3-15 4179 6-11 -1338 WEB 2X4 #2KD SYP The client The dear dr sbgnsclarms am respOnsrbnty for LO� NC 1 1155 5- 6 7.90 -2973 13-14 7.90 -4123 3-14 -4625 7-1i 3304 damages as a Mail d indprredl mhrnaafon spenllcaWM 4. N �/C 5- 7 7.90 -2292 14-15 9.00 -4123 3-13 5530 7-10 -2201 EXCEPTION WEBS andlor"nslumOWtobMdrMpd hicalmasnmay 7- 8 C09 654 15-16 9.00 0 4-13 -1931 8-10 -016 (dlatetoaswkpfwamortatwe malmtabspeplw NON—STANDAFN} LOAD 3-13 2X6 #2KD SYP how In marl Nell struduraf prdperhs published 01hr dT LBS SECTION PSF 8- 9 1.63 194 manfacturns and B�ptS no tespWM#lT or ellair es ODNONE NONE rood cur h regard % lilt canon, hsndlNgg ship" and ,netalarion Of hu saes the it= It" been designed as an 5 �zT NIA) �0 fi REC CN9- 0.39' AT 1.2 mdwlduaf bwldmg camp�ew t in accordance rmh latest s rensnns d TR and xOS ro be irKdrpp assd as part at the id 4794. 5.66' bunuq n by a building deagner, When revendd lor 10 29d9. 3,50' approval le buildingdesgnl INdemp Wgsslrown Exercise caution in handling and erection of this truss . mcut be 1rd wed suro bullgco me dill Shown uc m Additional erection and ermenant bracin s may be required, agrlemenlMllnprebCalhladirgcodp.lpCebtamalrCrdrords p 5 Y q Ia+N�aswmsbmaCtepauaruaspec�lavp�d contact building architect/engineer for specific recommendations . roads.Thedarriauumaswrign �mchads0dvuMWJ are cum` Gallad by row senmug. where Now clgtds in linAem are nut tiny NM kit lY py a pnpedy' ow rrgrd lie ft Thy �duld be braced al a rea+erum spa1ing lQltos-�FroridewmnaaaWdalbmcegmweps anti a"aldow h grew tadure. 11110 slMuMhenalnwlmisamarrbersas kstr#nlaeMal bra trg ad ens and al xuerrals torched by tar building desgner. Pn uide a metnrm d 35 to wall brn%and Bkvmnhorgelo -to afto ugiNat 0esgmassulres dhrs RSeload �g� pm+ided by FAWCATNNI KO Fme w isbriadimr,dM fahrirater ad renew IeM killing To reel oral ehsdrardrg S in wntdmalKa with the trbnawrs pans and 1n rnlall a croft q feSpOrdIb4.Yy cut taah verification. Any dacepe culls are w be full in writing to dos gnr lornrmdtaR tMoretcyudrg or tobntal an,CAnrMalm IlkSro oil lnshelham20.11/ ahrI TMA$ M46pkAOr lelrrrdapped�swelfgd,m4tatgslwlmees }' CAUTION: Provide adequate drainage to prevent ponding, Of exceed fuller AN epecow On IM sheet Of publifirI 4 6 6 7 8 Floes shall rat be mww aver MONK Rrlms or disalad 1 2 3 gram. Mernhers shall be cut lei aging Iili g Iwon Do wildh hats Note am Judy�efr6eddtd min (9�reesl � 6�l ft is 0 � 1� � 6� � accordag In manafficirdauMhptuMrens specifications and Shah be 1 g^ ,f*iu 129 A�pMpers6'a,daan8'ure,The�tbgAtghSwls{edlesfrunParalMle a 3s,7d raft to ca rr fterberater length hs rAdept on pngat NEh pros n rwhicun h tun � paratlat In the web Masi Lome-M yadd"spates at 114 wen d the pond krrgtn t 6 at watims own on the fruits drawing. Cdn6der overfbig mo ptalaa ion hndleng.Luraer �}8 1 11.11, b{14 gtA must bur agrade RiIn manbnpeetionandgirding agency A a 4 Wouledlr<MerraraLwftStahardsodlnmaM and Masi DATE 10 14(88 bed The fin gride and 011cksslMrmm The drah% Th JpB ID RO SEYA urger main* coolant 10 be in or less al ite boor 0f lie0e 15 14 12 s1 10 labonatimr poodle cuts on wet tnemhers shrub meat at The (�T—brace designed tly others SHEET2 OF 15 castaddthewehr Thus lrusats rot labelabrrxMa win late O/A SPAN 55— 5— 0 (FT, INCHES. 16THS) SCALE- 0, 125/1.0 Job No. 1523 resardamordMntalyRnTeuwood.FaanAiaiaf MlpnlaRm an gualdy cmxd+ehr In the Tel Oualhy Candid Maraal d TPI Neednaaerdn Cade Of Standard Ratio, not Offis tat to be used in a identical or hand "Nome which wouw aftsdy exaf lM cmnecta palls antra linter. PAEtJNiTNNW1 NITEI Tnlasls are cube har dln with padreuhr dam daxlg taGxalan brrddRg.storage-delivery and Inswralon to rvold damage Temporary and pertretMm Gating la boding fusses In a sNtin y5 alforaesshah nod and nsbb tf dlhebt g pnandmg is difff ta n Idavad wpparganddon�woXrg R a9lpe v 51m d1 dEereclmn a KM Sh be under The cmlyd of a kensed command expruncnd In The t lion all btna@S.Proleswmal ova 5ha9 be swr ll row No tads she be Obw to russet u�1 alley all atlaNing am bradsg is cafglebol.Canrenlgton 01 000SRAIN01I IdedS greater than the"fir loads teal not be Record Id from at any lift Meter t0 HET-10 Inn IN fKDMM 4]M on handling a erFchun at trusses 68ACIN8NOTE8 r&s-LaxssocA,sacc:, IrxA a rlficl Sacrng show 00 INS ilavmngis not tria l6nbracing wend CONNECTOR PLATE YALUESbFy=40k1 bracing or similar tracing which is Urn of Pro building design PSI OR PLI PER PLATE i dli ISS I and wtochnwAlbeconsrderadpyThe building desmger &acing GAGAN ENGINEERING LAT•SHE.TEN. LAT.gxE, TEN. 'Shown Is Id reduce Noting iengm of huts members :rely T-016 289a. TL-ST 2aga, Additional bracng d overall structure may be required For 1 230 425 419 224 419 461 specnc truss Gacgrrgmrements contact building dil ere: 339 S.W. 1$th TERRACE nIN, 159 249 403 172 236 344 Wei 10 lithi for TFI rraommandaforis on bracing 1?:vrs E-CI 18ga. T-L-S III Plain lat+Wte.TPllslncateolat00 Dril DrivesuneM MIAMI, FLORIDA 33129 nAx. 230 602 558 200 623 694 Mallso wytadnsm Will) MIX. 159 272 537 1:16 42a 449 Any excaphms to tar acdNa are naiad 01111 drawing tAPy+rght w 19N by port Gager.P E � "1� IART: n... All Nows an This Sheet A mpy VT.*drawing Is id be pf"ren b Tire bnllding #�gnLtfarohihdt'a pknrerl S ending sdntradl7u, This design is vslld for two ytes from Cn dulgn dale. The tot+na=. tor,reraw+a6e HE51GN EOAC SEE. LEN FMCE M9;. Lrfh FSCE XFF. FLgCE WP FQ9CF LUKEEHi SOLUTION' use¢nyanf1wrencedwvxbuifabrltalor Thts!russhas Tcc L� 5p• F{P S- 2 9.00 309 9-SC c.92 C i-is -4F2 4-S"e 23E3 TOP ?XB ff1QKQSYP moue+esas�:c�nutzc<n;aanf�,auIilccnci[as.ma !Lr 1` . F: 2- 3 9.OG 'G9 iC-ii 7.9t' -iCt 1 i5 -323 5-le -IOeE S!Q19rla+:<.tIlcaiyeyi,tceasedenin:nrM-teonPds+eedby E. gc 3- A 7,W -1011 11-12 7,9C, 2E 2-S` -1170 E-12 w39 BOT �X5 k1-K SYP the chlinf The de3tcret ITSClopn3 any fnSpGn3+jriliy for EEOT C' = aft. PSr 4- 5 7.90 -3201 Se-13 7.90 1C1."• 3-1` 4341 E-11 -12`6 KEE �X4 ifcKQ SYP ' damages as a resait of irXp:reti idMrt :dn sod lhratdns G LOAC �t r 1 . !5 s5_ 6 7.9G -32C1 13-14 7.5C -d:7i 3 id -d7`6 7-11 3:3F ano:crdcsvgrdlurMsntdteinfdevgnerbvtrretaeWas+tinny S%home 24.G �N iltC 90 -26969.00 -4a7. 3-13 5807 1-10 -2008 EXCLPTION WEBS stale maseelMinget:andollawreaimatellecbythtd 7- A 2.33 102 S:-16 9,00 0 A-i3 -c"C2-s 9-10 -204 3-i3 2X6 d2Ks SYP hPenia Ip mini wl:n 3Euq�fal pippeNPS ifsrled t IhlN NteN-STAkrQt,f;p LOAD Nr,leticr Ioft+S and af[tbl`. An ftEp'.n>m•hl cr are,crses At J1 LES 5EC1 dolt F.S• B- S 23 nnt[CI Adh ireid 14 r. Isu'S:' C ":"'.Hr+�6 nanra'�, th�[lnen1 enC ms'ici% r b± Ili"_sts Tr( I"St I'as Will p63fy'e0 as ar,Ind J. Ec F CT MTh EEC AEC CMe= 0.35' AT 12 Wleyal b;.�dG:q cer por'I i +n atroo0'Pct Mile latest J-J- ; c y revt31p4y pt TPI and SEUS,it ce incbtaroiaieo as Earl of the 1 E t , _ bmklrg desgn by a bul0trg beslg[rt1, When reviewed ter 14 452E- S e i` ap iovai by the budding designer,pits dessin wings shown 10 2289 must be cAttked Id be suit final the data sP.dwn art In agleemenrw,bindlpcarbtlklg�de3 gcafdrmatCrecpros Exercise caution in handling and erection of this truss. f«windptsndwpaas.prottTspecdvaeasxspedetapWNk kdditicnal erection and permenant bracings may he required , loads.The dtspnassu'nescompressrdrltnwdsitde or WWI are 6pnfntetsfybraceobyngkahealvil Where tottmf contact building architect/engineer for specific recommendations. chords in linst0n ate not fully brazed innate by a ovoid" applied rigk cedeng. They snows be braced at a diaxlmurh swing 0110 lie C-Powtheconbtao lslateral bracing on wets elkrdr chords initiated m prevent 6ardafg laenne. Braces SMuldGenatkdldbussn�e[npersasirgKa±ad Aesfla+nlaktai bracing at ends and at xtil is stect Wi by It turd designer PtOnde a dNrvmum of 15 etch wood Gearing and adequale anchorage 10 R%l Li di at supports..neygn mines Cliff Ad ate ItifiW in picveal Mid IN d tobe prided by bruits.Min live pap oeneclion limit spard240 FAMCATiM k0TES PrWr b labrlwfon.m¢tafvdalbr shalt renew 171R drawrtg ID verity that ih5 dtawiT S in wraofmance weh the 111Ikalot S plane and 14 Finite a CeeAAON respdi5OARY for such verddatlon Any MscrepEnGes are 10 be put In writing 10 dtygrinr l4r Ceitstipn berdrP 4ufbng pr Idb(t2rkn.Cdnnedpl Egli$stroll be lnarWlactoled by9 a single manEtaClutef speulkd OR ENS sheet all p, 1E.a 16 oaWt ASIM A446 grade A Or killer Nor mppedgatwatNnesletllceatG901,aro;snallral CAUTION: Provide adequate drainage to prevent ponding. a exceed Vale faces spetdled 04 [his shut Or Pupllshtd 7 s Plaits Shall pal be hslaaed Net lydirdlts.kepis at d6mtled 4 5 6 gram Aterrpers snail be Cut for 14M Imug iv[md 14 wood 2 3 btafer l Corruclor plales span be dialed an bprh laces of the 1 'sb ,Fig 's cuss wild item eerily wilesdded stralghl n ISD degrees) 5{9 12 A 1� 5 ' 6 L according to nanutacmrers spephcahbns and shall be A,� 1. p 3b� tutu asymn+elficataribundthelarM A$xd plaiek5'wldeeM<'I01g. Afiz6Vale R6'wke and B�bbrr�Ipp.SIpiSllglesf tunpayafpl ip rile .. praelRnglhspetdw¢,lT,elyfgthof the plain srdUp Run parallel m , m cord members except on single web joess. In which runs m paraNtr to he web merridev Locate•'m panel'sVrdes at 114 r r.lct o!Me panel Will*6'at acatmns shpw7l on the lttis 1 � diafvrtg. CMsker dvnSdng The V415 to hanniq.Ltm09 w' 6 2 17• 8 mustbeatagtadem3rkltbmanmspectgaand grading agenty pt yis S bih 5� �b h1' b 3 appeovel by AneircaaluTnbet S andaidsdd n rol et.and musi to A k d The sire.grade and spears shown on The diawiag.The DATE 10/1 d 88 klmber mtrutife coTlenl 10 be 19% Of less at The the of is 15 14 13 12 i! 10 a JOB ID CRo SEYZ latfoul Doubit cuts on web mlm6els spat moral rite cer4rold Open webil This Dust;1s NET tobelabricaled win life T—brace 6esigned by others SHEET3 OF 15 namamotcntmcaay taxdwvoaPoradd4Aat+nldrmeba 0/A SPAN 51-11- 0 (FT, INCHES, i5THS) SCALE= 0 . 125/1.0 Job No. 1523 an duy41'Conflict reltr to the TPI Dually CQ'Brdl Aianuai A TPi 9eromrntnde4 Code a'Standard Piacice This puss nol;o be used ll a cpefl i V hand environment. ArRh would apvefseq efle,I Inc coraleclm (vales ark;al lumbee. PuculIawy In iNssesafetphe 7grkk¢wren paritular ca[e Qmmg faMitatgn burring.slorage.delwety and mslanaTod to avcd da[n ige Temporary and ponfaheret pacing Ipr hol lag trusses in a sbaghlaAdver hwKsilion Unit i4r re%teng lateral 1prcessnail be designed and irelared by others C3refut W44N is ' ts5tnral Ertcfwnbracingsatwe�[egmred¢urlrgmsialsandn (} w m audit ipppltrgandddrnroxtp Ttte wpetv6dn pithe eteCudn tYt--�f Of hoses chap be undev me Current of a licensed contractor SAWRIS tit m ire .aialialon of tosses Professional advice shwa be sought 4 reed Nit leads 549 be abR'ted n ausses tell alter ail last ool and brectog is t.ompkled CAlncEnitabpl of marufllon pads grlaler aian the design loads shad no,be applied to trusses at airy sine bitter to +II1.8D (of fH rtepnilerkalkn5 do handing A elecitpn of busses 1,tiN[BOCA,SSCCT.FNA i YFSC} 91RAC ;ES TEE-CONNF.CTCk PLATE VALOYS(Fie=4[dk} BF3G Still g Shown n lots ¢lawrng is no t[tctrpn jla mg wr t PST OR PI-1 PF,N PLATE (GRn$S i btac+ig a 31mi13r bra[ug whth�t pail di the dpl:dmg dPsgn axwhitoreamDuclingbyltebn-l:jussTpin Bracing GAGAN ENGINEERING LAT.SNE.T[N. TL-STLAT�S 241 Srgwn+X Id repute Duckling fengdt pt fuss man+oen ye.y T-Gic 20g.. TL-57 2Ega. Anm.oneraanngparertyrshnntee•naytoAITU+m }or JO S,�V. 18t}t TERRACE MA%. 236 426 419 224 419 41;1 h IN. 159 248 463 172 235 344 SdECtt�Clrl63 btattrg fddwemtnis Cdniac'Gt+kr yCeY'Iiet [-G iG Seq.. T-L-S lEgF. fkler10 owl 76"-0+ TPI tecammerdai+m,soncril #tvy5 MIAMI F P'31e s131i1tIn TP1,5 raa:ed of 5B7D6iG!yte r7rvt Su•"t c� , FLORIDA 33129 ?Ale. 27c' Wt , 5., 200 623 a46 civro , Capital Nlatarials' Testing, Inc. Tek=.x: 6E50-2BE542?OBJ Indapandent'1-b kiting Laboratory July 12 , 1989 TOWN OF QUEENSBURY Stewarts Ice Cream Inc _ RECEIVED PO Box 435 Saratoga, Springs , NY 12866 JUL 12 1989 FAX ( 518 ) 584-0160 BLDG. & CODE DEPT. ATTN : Mr . Brandon Meyers RE : In situ Concrete Compressive Strength FILE COPY Rt 9L & Rt 149 Stewavts Shop Gentlemen ; Inaccordrance with your direction , we have conducted "Windsor Probe Testing " at the above referred site . The results setforth on the attached report represent the Infield in situ compressive strength per ASTM C-803 , annexed hereto . Pursuant to the strength gain curves for Type I , Glens Falls Cement with crushed stone aggregate , this design mix will produce 3000 psi at an approximate age of 14, days _ The variance in compressive strength may be correlated to a standard coefficient of variation of below 10X plus the 3 hour age difference , which is critical at the early stages of curing . 4thebe u have any questions , please do not hesitate contacting us at numbedor 1-800-541- 4109 . Being concerned that the concrete footings were poured during a very heavy rainfall , I requested an engineer verify the pour . victor Lefebvre 7 / 11 / 89 SPL : dm : c E5 Hiernluck �'=traat Box 81 Lathem, New York. 1 2D 1 1 C} [51 E3) 78B-31 E50 1Vr Capital Materiels Testing, Inc. Telex: B150-2S!5 2069 Independent Testing Laboratory WINDSOR PROBE TEST REPORT ............ Client : Stewarts Shop Report Date : 7/12/89 P . O . Box 435 Test Date : 7/11/88 Saratoga Springs , NY 12886 Technician : ML File: # : 1285 Project : Stewarts Shop , RT 9L & 149 , Queensbury , NY ---------_.__ _ __ _.....__________ ...... Design Strength : 3000 psi 2 " cr _ _______________________ ............... ....... ACI 214-85 , Standards of Concrete Control _ .............____............_ _-- --_____................. Class of ICoefficients of Variation for Standard Control Concrete Operation ................. .................. Excellent -- ; Good -- ; Fair -- , Poor --- General ; Below 10% 10-15X ; 15-20% 1 I Above 20% ____________________ ............. _________ _________ Location and Moh ' s Concrete Probe Ht . of Probe Compressive Test No . No . Age Cart . No . Avg _ of 3 Strength _____________________________ ......................... Weathered Area 4 24h #257071 1 . 40 1150 psis Control 4 27h #257067-2 1-#257066 1 . 50 1500 psi TOWN OF C.' UEENS'SI. RY RECEIVED ,JUL 1 � 1� REMARKS : Slump estimated at 5 " BLDG. & CODE DEPT. Concrete supplier _ Clemente North Inc . Original reports required for project acceptence or approval . �k�k SK*�K�K�K�K**�k**�****�Ic�Mc�k�k�k*�K�Icale�k�k�k�IcaFc�k�lealr�Ir�Ic�Ic�k�Ic�K�lc�lc�k�lc�lc�lnk�lc�lcalc�lc�lcalc�lolcalC�lc�lc�lc�k�lc�lc* jStanle espeW:L;b tted , APTTESTING INC . 4NSTOLC)GY 5 Hemlock Str4ae1z a E3cx E3 1 o Latham, Nevv York 1 21 10 • C51 E31 77BC3-31 50 Y' 1 Designation: C 803 — 82 TOWN OF QUEENSBURY RECEIVED JUL 12 1989 BLDG. & CODE DEFT. Il+e. Standard Test Mettiod for :, : . PENETRATION RESISTANCE OF HARDENED CONCRETE' This standard is issued under the fixed designation C 903; the number immediately Following the desiltnation indicates the Year of original adoption or, in the case of revision. the year of Iasi revision. A number in parentheses indicates the year of last reapproval. A superscript epsilon (c) indicates an editorial change since the last revision or rcapproval. a, . .. 1. scope core strength of similar concrete in other locations in '''' �'' 1 . 1 This method covers the determination of the structure, Nora 2- Published reports'• °� ' r described pro- the resistance of hardened concrete to penetra- cedures used and results obtained in such tests. y1` . tiOU by a steel probe. 5. Apparatus .+.. 2. Applicable Documents 5. 1 Driver Unit---The driver unit snail be a .' ` 2. 1 ASTAf Slundurd,• ' device capable of driving, the probe into the C 670 Practice for Preparing Precision State- concrete with an accurately controlled amount ?,), meats for Test Methods for Construction of energy so that the probe will remain embed- Material2 ded, and so that the length of the projecting 2.2 i1lY5J Standard: portion of the probe can be measured. A 10,3 Safety ltcyuirements for Powder Ac- Nore 3—A powder-actuated device has been autr kxkr tuated Fastening Sysfeirts' cassfully used, f 5. 1 . 1 For a specified energy loading, the var- ' 3. Su:nmary of Method iation of the velocity of standard probes pro- 3. 1 A driver delivers a known amount of pealed by the standard driving unit sliall not coefficient of variation greater than 3 �••: energy to a steel probe. The penetration resist- have a ante of the concrete is determined in place by % for any tea specimen tests made by accepted t = measuring the exposed lengths of probes which ballistic methods. have been driven into the concrete, 4. Significance and Use "This method is under theiurisdiclion of AS-1 " Committee 4. 1 This method may be Used to assess the C-9 on Concrete and Concrete Aggregates and is the direct uniformity of concrete, to delineate Zones of resPonsihility of subcommittee C ,09.02.5 on Nondemuclive 'Testing of C oncrcle. ,poor quality or deteriorated concrete in strut- Currcr+t edition approved New. I , 1482. Published January .�' lures, and to indicate strength development of 1983, originally yublishird as C 803 - 75 T. t,ast previous edition C R03 - 79. ` concrete. This method is intended to su le- 131� 7483 .fnnrral ,ltrwk rlfrf.ST:lif .S►arrdurrls, Vol 04.02. ment and not supplant strength determination. ' Available rrom American National Standards Institute, 4.2 For a given concrete and a given Lest 1430 Broadway, New York. N. Y. 10(IIR. I' apparatus, a relationship between penetration Arni. Ii. T.. "Impact and Penetration lasts of Portland Q p Cement Concrete." Regrrrrr, No. lr'!I90A-RU-7J-3, Federal I I igh- resistance and strength may be established and way Adrninislration, Offices of Research and Development. ! used to assess in place concrete strength. Such Washington. U.C., 1973. Rowers, ta. U. 423.. "Assessment of Vnrious methods a relationship may change with curing, and of -re%t for Concrete strength.*, Connecticut f3cpartment exposure conditions, type arld size of aggregate, of `l rnmix3rintinn/im decal I lighway Administration, r3e- and level of strength developed in rite concret eember 1978 (Available through National technical Informa- e. lion Service, N7IS No. PH 2963176 Springricid, ve.). No�rxi I —Penetration resistance test results have s1'dallsotre, V. M ., "testing ! lardcncd t'oncrcie Nondc- been correlated with results ofstrength tests of dri tied struclive Methods." Anu•rit-an Ciprrcreir Inslirrrlr A1•rner�gralll: cores taken from the same structure. 'l'he statistical Ivr>. 9' Jown State University Press/American C'oncrcle Institute. correlation studies and additional penetration tests l3cnolt. Mich., 1976. p s Slrnng, I I-. "["-Place Z esting or I iardenctl Concrete ►L ; :I have then been used as the basis for estimating the the Use of the Windsor Probe," Iduh<r lest Afrrhr d 742A ' 410 C 803 Mors 4--A conventional counter chronograph pected or inadvertent discharge, or propulsion { and appropriate ballistic screens may be used to of a probe into free flight. measure he driving. unity at 6.5 11 (or 2.0 in) from the end of 6.2 The driving unit shall incbrporate fea- Lures to prevent firing when not properly placed 5.2 Probe"—The probe shall be a hardened In the positioning device on the concrete surf alloy-steel device, cadmium- or zinc-plated, face_ witli a blunt comical end that can be inserted 6.3 personnel shall wear safety gaggles and into the driver unit and driven into the concrete other appropriate protective means when such surface in such a way that it will remain firmly devices are being used. embedded and the length of the projecting 6.4 The driving unit, if powder actuated, portion can be treasured. The exposed end of shall conform to the applicable requirements of the probe shall be threaded to accommodate ANSI Standard A 10.34 accessories designed to facilitate measurement and withdrawal. 7. Sampling Nors 5-1f probes are to be removed from the 7. 1 The concrete to be tested must have concrete, a device, consisting, of a nut that can be reached a sufficient degree of resistance to pen- screwed onto the end of the probe probe a wrench and etration so that the robe will not enetrate spacers that can be afipped over the probe for the nut P P to bear against, will serve to withdraw the probes. more than one half the thickness of the concrete 5.2. 1 The length of probes shall be uniform and will remain firmly embedded. No probe within d 0.50 9fr, shall be located less than 7 in. ( 175 mm) from 5.3 Measuring Equipment: any other probe. nor less than 4 in. ( !l)[i mm) 5.3. 1 Measuring Instrument---A measuritg from the edge of a concrete surface. irtstrunt�cnt, such as a vernier caliper, depth 7•2 A` minimum of three firmly embedded test probes in a given test area shall constitute gage, or other measuring device, and associated equipment, shall be used to measure the ex- one test. posed length of a probe to the nearest U.U25 in. Nrrtt� 9--The number of tests to be taken depends (0.5 rtuit), on the intended use of the results, { 5.3.2 The - measuring equipment shall in- 8. Procedure elude a reference base plate or other device 8. 1 Concrete surfaces to be tested that are which is supported on the concrete surface at coarser than burlap dragged finishes shall be three equally spaced points at least 2 in. (50 ground over an area larger than that coveted mm) from Life probe to he measured, by the positioning device and reference base- Nora 6--in order to hold the reference base plate late. against the surface of the concrete when measure- ments in the horizontal direction or in the bottom of 8.2 Place the positioning device on the surf an overhead concrete surface are being made, a plate face of the concrete at the location to be tested. retainer consisting of a spring and a nut that can be Mount a probe in the driver unit, position the screwed onto the threaded end of the probe may be driver and probe in the positioning device, and used. fire or otherwise drive the robe into the con- Nore ?—/1, probe-measuring cap that can be 1? screwed onto the threaded end of the probe may be crete. following any driver unit or safety direc- used. tions supplied with the apparatus. 5.4 Positioning .Device--A device to be 8.3 Remove the positioning device and tap ? placed on the surface of the concrete for posi- the probe on the exposed end with a small + tioning and guiding the probe and driver unit hammer to insure that it has not rebounded during firing will be used. 4 and to confirm that it is firmly embedded. No-rB 8 This maybe a single-posit ion ingdevice Reject loose probes. or a trian&ular device with holes at the three corners $.4 Place the measuring baseplate over the that permtt.s the tiring of three probes in a triangular probe and position it so that it bears firmly on pattern, the surface of the concrete without rocking or other movement. if the surface of the concr• r 6. Precautions 6_ l Care.. Shall he- ew^rY ;CS et ir. tt,n r r G 803 has been raised around the base of the probe helpful in preventing rebound after setting. the crushed concrete shall be removed to allow the reference plate to lie flat. Install and probe- 9. Precision and Accuracy measuring cap and the plate retainer, as appro- 9. 1 The indexes of precision given in Table priate, and measure the distance from the ref- f apply to measurements obtained by a single ercnce plate to the cod. of the probb or to the operator using the same instrument on the same upper surface of the measuring cap, to the concrete, that is, concrete made with the name nearest 0.025 in. (or 0.5 mm). if the probe is materials, procedures, equipment, and curing slanted with respect to the surface of the con- conditions. crete, make four measurements equally spaced around and parallel to the probe and average 10. Report :them to get the measurement. 10. 1 The report shall include the following. 8.5 Provide means to decrease the amount 10 1. 1 Driver unit indication and energy of energy delivered to the probe by the driver level used, or to increase the dimensions of the probe, or 10. 1 .2 structure identification, both, when tests are to be made on -concrete 10. 1.3 Location of test area, r having a unit weight of approximately 125 lb/ 10. 1 .4 Description of test area, fl (or 2000 kg/m ) or less, and all concrete with strengths less than 2500 psi (17.2 MPa). ' 10. 1 .5 Description of concrete including type of aggregate and surface finishing tech- 4 No're 10-Probes of 3%4n. (79.4-mm) overall niquer length and g'te-in. (7.94-mm) diameter, with the pen- 10. 1 .6 Approximate thickness of concrete etrating end diameter reduced to Pe in. (6.35 mm) for approxirnatelyalie in. ( 14.29 mm) in length, have been tested, found satisfactory for testing concrete having a unit 10. 1.7 Dimensions of probes, weir,lit of 125 lb/ft' (or 2000 kg/m') or greater. A 10. 1 .8 Exposed length of all probes, and ON-in. (7.94-mm) diameter and 3Sh4n. (79,4-mm) 10. 1 .9 Description of all other pertinent test length ,probe should be used with concrete having a unit weight of less than M lb/fl' (or 2000 kg/m'). A conditions, *including probes rejected for data change in section or shoulder has been found to be analysis. TARLP. 1 !'reelslon" f Maximum Differ- Maximum Mange of Maximum Size of Aggra- (! S) Limit• Three Individual (1725) Limit'' ghee Between Two gate Measurements Avtrages of Three Measurements` No. 4 (Mortar) 0.08 (2.0) 0.26 (6.6) 0.23 (5.8) 0. 13 (3.3) [-in. llr U. IQ (2.5) 0.33 (SA) 0.29 (1. 11 0. 16 (4. 1 ) 2-in. 0. 14 (3.6) t 0.46 ( 1 t.7) 0.40 ( 10.2) 0.22 (5.6) j " These values represent indexes of precision as described in Recommended Practice C 670. j Thcse values are file single-operator standard deviations for concrete made with the maximum size aggregate shown in i Column 1. ' These values are the maximum allowable ranges far groups of three individual measurements made close togethet, tithes as individual measurements or by using the triangular positioning device. if the range of the three measurements exceeds the limit given, the three should not be averaged. in this case. a fourth probe should be fired. and the one that deviates the most from the average of the four measurements should be discarded. If the three remaining measurements stilt do not meet the li limit giveno the device should be mewed to a different area and three new measurements should be obtained. ' These values are the maximum diference between two individual mensuremenis fWS limits). Thence indexes shoscdd not be used if measurements are being obtained in groups of three and ,averaged. A difference larger than the values given indicates a high probability that there is a significant difference in the concrete .i . in the two areas represented by the two groups of three measurements each. 3:(•i ! .' 's ;tea' , T7ce American .Socfery for Testing and Materials sakes no posirlon respecting the volldfey of any parent rights asserted In c!.J[ ronnecslon with any item mentioned In this standard. Users of this standard are expresslyadrlsed that determination of"she validity S` 19 v of any such patent rights, and she risk o,f infringement of such rights, are entirely their own responsibility. This standard is subject to revision at any time by the responsible technical com+minee and nos+st be reviewed every five Years and ff not revised. elther reapproved or withdrawn. Your comments are Invferd richer for revision of rhCr standard or for addltloreal =` uandards and should be addressed go AS7'M ►leadguarters. Your comments rill receive careful consideration at o nreed"P of the responsible technical comorlitee, whlch you may attend, lfyou frel shot your consmentr have not received a fair hearing you should {'} your make our views known sa she AST"M Committee on Standards, 1916 Race St-. Philadelphia. Pa. 19103. . .�.a P R. M. DALRYMPLE COMPANY, INC. GRACE MOORE ROAD RD SARATOGA SPRINGS. NEW Y©RK 128" (518) 587-55" July 1l , 1989 ' avm of Queensbury Bay Road & Haviland. Road Queensburg , New York 12844 Attention : Mr . N . W . Bademveiser , Fire Marshal In regards to Stevarts Ice Cream at Rt . 149 & 9L , we will be installing a Pemall ( PGS 70 ) Fire Supression System over the gasoline island . JZ/at James Murphy TOWN OF Q UEENSB URY Bay at Hawiland Road, Queensbury, NY 12804-9725- 518-792-5832 June 28 , 1989 Mr . George J . Medick , Jr . Stewart ' s Box 435 Saratoga. Springs , NY 12866 Dear Mr . Medick : Received your drawings of the proposed tank installation at your Ridge Road site . It shall be understood that all phases of this installation , from excavation to final test of fire suppression system, shall be observed by this office . Please identify the manufacturer of the suppression system . I need another set of drawings , 36 DW and # 282 , to preview and return to your office . Very truly yours , N . W . Bodenweiser Fire Marshal NWB/gp HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE'" ' SETTLED 1763 STEWART " S ICE CREAM INC . PROPOSED SITE ROUTE 149 AND RTE . 9L TOWN OF QUEENSBURY , N . Y . MAY 17 , 1989 c� SOIL : Sand - Medium to fine , Light Brown to light gray sand PERCOLATION RATE : 1 inch drop in 5 minutes 20 seconds . Test performed by D . L . Dickinson Associates on 4 / 6 / 89 . APPLICATION RATE : As per NYS Dept . of 4 Environmental Conservation Cl standards for soil with a 6 minute percolation rate . Use 1 . 00 gallons /day/ sq . ft . �1 DESIGN FLOW - 350 gal/ day for proposed ';1 Stewarts , For proposed e rental unit 1500 sq . ft . building space @ . 1 gal/ day/ sq . ft . �s = 150 gal/day Total = 500 gal/ day SEPTIC TANK SIZE : 1 , 000 gallons io AREA REQUIRED FOR LEACHFIELD : 500 GPD - 1 . 00 GPD = 500 Sq . Ft . Sq . Ft . CO) Use 5 Runs 50 ' Long and 2 ' Wide ( 500 Sq . Ft . ) 1 , 000 Gallon Pre Cast Concrete Septic Tank and Distribution Box by Fort Miller or approved equal . 4 PROPOSED STEWART ' S N . Y . S . ROUTE 149 AND RTE . 9L J TOWN OF QUEENSBURY , N . Y . ° l�l�l TUESDAY , APRIL 18 , 1989 PARTLY CLOUDY , DAMP , 540+ 'PEST PIT #k 1 0 D - 8 " Loam , Topsoil LZ 8 " - 48 " Medium to Fine Light Brown Sand ink 48 " - 8 ' - Q " Light Gray to Brown Fine Sand D No Sign of Water ° TEST PIT # 2 -' 0 - 6 " Loam , Topsoil uu 6 " - 36 " Medium to Fine Light Brown Sand 36 " - 7 ' - 011 Light Gray to Brown Fine Sand No Sign of Water TEST HOLE # 3 ( 4 ' Deep @ the apparent low point of the land ) 0 - 6 " Topsoil 6 " - 48 " Medium to Fine Light Brown Sand No Sign of Water U