The URL can be used to link to this page

98-543 TOWN OF QUEENSBURY 742 Bay Road, Qwensbury, NY 128045902 (518) 761-82Q 1 Community Development . Building & Codes (518) 761-8256 CERTIFICATE %r OCCIRANCY Permit Number. 98543 Date Issued: Thursday, November 11, 1999 This is to certify that work requested to be done as shown by Permit Number 98543 has been completed. Tax Map Number. 523400-296-019-000 1-0 1 4-002-0000 Location: 67 GLENWOOD Ave owner. WEGMAN FAMILY (GLENS FALLS) LLCV Applicant: LANDING, THE This structure may be occupied as a: By Order of Town Board New Commercial Building TOWN OF QuEENSBURY ( )J 4 Appow Director of Building & Code Enforcement BUILDING PERMIT VALUE $ 400001d oWN OF QUEENSBURY No, TAX MAP NO . 61 . - 1 - 21 . 1 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to WEGMAN FAN OWNER of property located at 66 GLENWOOD AVE .. Street, Road or Ave. In the Town of QueensburI To Construct or place a , � —. 84 UNZT ADU T" AgsTSrryynl T_TtrTmn_ r ILITY 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 Clueensbury Building and Zoning Ordinance. t. Oy�N fcls'S Addrasa Is O 66 GLENWOD AVE . QUEENSBURY , NY 12804 2. CONTRACTOR or 60LDEii S Name PIKE COMPANiY� , p;INC . 3. Cl'4�G .E 1 SKEET rus ROC:HESTER , NY 14607 4. ARCHITECT'S Name 6» ARCHITECT'S Address 8. TYPE of Construction — (Pilaw india.ee by X1 COMMERCIAL CO ( 1 Wood Frame I I Moloney l l Steel I l 7. PLANS and Spoelficatlons 54 , 0 SQ FT 84 UNIT ADULT ASSISTED LIVING FACILITY AS PER PLOT PLAN SPECIFICATIONS $. Proposed Use 84 UNIT ADULT ASSISTED LIVING FACILITY 3000 November 3 t9 2000 S PERMIT FEE PAID - THIS PERMIT EXPIRES a (if s longer er Q i n is s rq ir" AAntM iep�ation d an are!%t*"s'*n enwa be made to xfr BvFld#rq and Zoning It+fp actor of the 3 November 1998 Dated at the Town of Queensbury this fiat' of 19 SIGNED BY �-- for the Town of Oueenstwry Suilding and Zoning; nweeter _ _ _ _ C:lk A A T(,►wn ,p,f Q"uee,I",!sbury - Deim. ofCr,mmutoy Detseloinn nt, 742 Bqy 1 cwd, Qurc•nsbi +y. IVY 12804 1761-82561 BUILDING & CODE ENFORCEMENT Lyc Requirements prior to issuance A permit must be obtained before of this permit: HERMIT FILE NO. begin ing construction. No inspections PERMIT FEE P111D T$ will be made until applicant hits received 0 Zoning Ord Action[ — a 'U"A Iell7 BUILDING PERMIT. All Area I Use RECREATION FUE PAID $ applicants" spaces on this application (-- MUST be completed and- the signature Q PI[ using Board Action REVIEWED By,* of the applicant must appear an the SPAT / Subdivision I Oilier Fir;tJing hupeclor�ftpplkatiOn form. zr,..* ,. Recreation Fee Payment �-- y— Applicant: tq pt aeve i_Gc 4Lt , 1ti LLC Owner: c vv7 , SSO La f-c G a d Address: F- 6chiP ti t.r Al - `/. lt-1 (.P '2 fa _ Address: nc_ k ies- f v-� ILA J Phone # ( 71(0 ) 2 7S - -7170 _ Phone # Property Location: , t''l.-...-'�� nclelt ''ei ruCt Tax M ap Nt) niber —r ( �` Subdivision Name Section Mock l int NATURE OF PROPOSED WORK : ESTIMATED MARKET VALUE OF THE tr' New Building : CONSTRUCTION : $ i`10 000 , 000 . residence commerciaT�' Addition to 'Building : '— residence / commercial. OCCUPANCY INFORMATION : Alteration to Building : Primary Building - residence / commercial Single Family Dwelling. Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling Office Other Work. ( describe below ) Mercantile Manufacturing A Other Gx r-ic* e�_ 440V s yl04 GROSS AREA OF PROPOSED STRUCTURE : If ADDITION , what will use lst Floor . . . . . . . 7 `1 , 02 L sq * ft , of new addition be ? : 2nd .Floor . . . . . . . . 7S, 078 sq * ft . nyj� Other Floors . . -- eq . ft . ( not unfi. nished � cellar or basement ) ACCESSORY BUILDINGS * Detached Garage 1 , 2 car TOTAL FLOOR AREA : J!S90100 SQ . FT , Attached Garage 1 , 2 car Private Storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building r 437, FEET X Lin) , FEET Other Foundation . Type : Ct7yqcr- tt2 `Tread r4-r- Will any second- hand or ungraded Number of Stories : 2 lumber be used ? ' If soo, for what; ? { habitable space only } FF��!! Height ( grade to ridge ) * $ feet TYPE OF _ IiEATING SYSTEM : Number of fireplaces and/ or woodstove { c ' all which a lies ) to be installed : l e' Derr �I / Oil / / Wood reed Hot Aires / Baseboard / Other Person responsible for supervision of work a regards to building codes i s : 'r f d►vr a- N6 Address i?c>c1w;-/?V AJV /4V,7Phone Builder : r Plumber : Mason : Electrician : e DECT. IRA770N.- Please sign below after you Iwvc caret idly read the stateinerd. To the best of my knowledge the statements contained in this application, together with the plants and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that aft 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 1/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 location of project on premises. Signature: rYG'� tLUi ? (Mar k E- Ike 7�rzlsk r 71'(y - Gl7S- 1�1 CIO (owner, owner's agent, architect, contractor) Ag � H1 F... 1 e�,rtCtr . Pqw 17 LU(, ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY , WARREN COUNTY 9000 HEATING DEGREE DAYS AUG Compliance Methods : PART 5 - Acceptable Practice Method - 1 & 2 Family Dwellings ( only ) PART 6 * - Thermal. Rating - Component Trade Offs 1 & 2 Family Dwellings ; .Multi-Family Dwellings ( 3 stories or less ) PART 4 * - Design by Component Performance Commercial Buildings -Hi Rise Residential *Requires submission of worksheets APP-LICANT ' S NAME : PROPERTY LOCATION : PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE : 10 Grass Floor Area - / 00 square feet 2 . Type of Heat - ✓ Electric Oil ✓ Gas Other 3w is building mechanically cooled . +o� Yes No 4 . Percentage of area of windows and doors t-/' Oster 17 % Under 17 % 5 . R.-VALUES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED : a . Roof R � b . Exterior walls R � c . Glazed areas R ! . 5 d . Exterior doors R 3 . 1 e . Floors over unheated spaces R -`- f . Edge of slab on grade ( heated building ) R 13. s g . Basement / cellar walls ( above grade ) R, h . Basement/ cellar walls ( below grade ) R i . Heating/ cooling--ducts -piping in unheated space R -- 6 . Service ( domestic ) hot water heating device Conforms to minimum efficiency per code ✓ Yes No TEMPERATURE CONTROL MAXIKUM SETTING 1400 - WILL NOT BE EXCEEDED ply ' s Sig ature rate Phone Number (' hla � rC. _�`t 1msk4 �l 7149 66 INSPECTOR ' S RE RKS Apr' TOWN QF QUEENSnURY 7413 S BUILDING & COpE AY ENFORCEMENT ROAD C1UR4aL'lVSB URY NY 12804 f518y 761-8256 ARR FIHAI„ CT ION 'y----�_. INSP : �y hAT,E REPQRr _ 1i1�7SIAENTIAL I1'`1SPECTIQfy RE[,)UCST R NAF}g '� ;VEfiJ ; I � � UATE - fiYPe 0p STRt7CTune -~- + FOQT'INGS �"""--------� . RoUcif FOUNDA TI QN i FINAL RLECTnNG SEPTIC BACHFILL FRAri1ING ICAL WOODS TO VCiQRULA; I N FIREPLACE` IrgNGY Me C)IT �ti HE �' ~— -N�!�_- PLUMBING 4+E T, I'Grt" ----.. --- 1?CIOFI NG ` CX'I'ERI_0 IN r UECH/POE -y -- a If srEP_S� $" --- I— P VA VES FURNACE O TE O ----_— I NT'ERIOR T . IVA Y DOORS ---•—_— FINISH LQOR All BATH R TCf AT R G QT1iRR LOOKS SW PABL �"-- ----__ OTHER FLOORS PETED --y-�' ----_— STAIR CLEARANCE ICINGS SNORE DE C S HATtIROOM -�— I' PLUIviC+__-+ 1.JCT[fncr. FOUNDAT ON `-~-��--'-�-- N A ON GARAGE FIRE PR F NG --- — ---_� FINAL ELECTR. AL SI R P AN VARIANCE - RR , INAL V Y P PLAloo N --- OK TO I C C -,•c3,t�_ ---__ Q p ii 1 i rl MAP REFERENCE: MAP OF A SURVRY MADE FOR WEGMAN FAMILY(GLENS FALLS) LLC V DATED: OCTOBER 29, 1998 BY: VANDUSEN & STEVES LAND SURVEYORS, LLC I17 cy LEGEND: WETLANDS o IPF = IRON PIPE FOUND o IRS = IRON ROD SET CB❑ = CATCH BASIN Qs = SANITARY MANHOLE = HYDRANT wa = WATER VALVE = UTILITY POLE �¢c = LIGHT POLE BASE • = 8" ROOF DRAIN PIPE AREA 321,620 sq.ft. 7.38 acres S84°26 40'E 710. 00, UnNi � G rye. y L INV IN 320.28' INV OUT 320.18' 6" METAL INV IN 322.71, INV OUT 322.63' \ ASPH\A,\LT PARKING \'yb ��CAA UNABLE TO MEASURE INVERTS, FULL OF WATER / 3/9/99 325.00' FOUNDATION ONLY OOOs OTHER LANDS OF WISWALL 18 CPP STORMWATER DETENTION \, AREA N N WETLANDS C 0 6 7 N rJ 4 Z un 00 In 0 97.67' O S88' 074 6"E 15" CPP o 207.72 Cq z 194.09 N8847'06"W M O O LEDGE OUTCROP S88.01 03$'W 1IRS IPF-------- LANDS N\F OF O'CONNOR & NEWTON m 4 i LANDS OF R. GEORGE & CHARLOTTE T. WISWALL 4,018 sq.ft. 0a � 0.09 acres �� S .. NOV 17 1999 LANDS N\F OF ROBERT O'CONNOR err OTHER LANDS OF WISWALL a a O U ° 0-4 z a b ° Cd v � > U w � a� o � � a 'Q� w E T� V W co Q Q to �w a o0 z u1 z ,..4 >4 ^l W 0 4) z o CQ 1.4 NOV 199 c+3 Data JANUAW ID, =0 Scab P-80' S-1 -1- SHEET, OF 1 DWG. NO. 88400ab MULTIPLE DWELLING, HOTEL, MOTEL, APARTMENT FINAL INSPECTION REPORT Office No. (518) 761-8256 Building & Code Enforcement Date inspection request received: Dept. of Community Development Town of Queensbury Arrevice„ ' Depart 742 Bay Road 's Initila —. Queensbury, NY 12804 N.A INW PERMIT # LOCATION DATE — TYPE OF STRUCT ME N/A YES NO COMMENTS Chimney HeighVIEl" Vent/Direct Vent Location Fresh Air Intake Plumb Vern through roof Roof complete Exterior finish complete Interior/exterior railings 34 in. to 38 in Exterior handrails, balconies. landing i I i or more Interior handrails stairs bath sides 3 or a risers Guardrails 42 in. 13allisters 4 in. spacing Doors 36 in. Headroom 7 fl, on stairs Handrail exterior stairs both sides than 3 risers Floor finish men watertight lruterior handrails balcomcs/landiTlin- or mreRailing across window in stairwe Smoke detectors: every level — every bedroom outside every bedroom inter connected Bathroom fans Plumbing fsrdures Foundation insulation Fire separation '/a, 1, 2 hour_ Fire walls 1, 2, 3, hour Fire doors '/4, 1 !h , 2 hour y� '\ Handicapped Accessibility �1 �� 1�\�lr�� C) Handicapped parking_ Handicapped signage Finish grade Gas valve shut-o$'exposedfregulator 18 in. above grade Gas furnace shut-off within 30 iL or within line of site — Oil furnace shut-ofl-at entrance to furnace area Furnacc+hot water heater operatin tA Reliefvalve(s) installed V-jc)c> t 1 ) Garage fireproofing Garage penetrations sealed Furnace in separate room protected (in garage) Light ventilation per morxn _— Safety glazing 18 in. or less from floor_ Final Elealrical _ Site Plan/Variance required m Finial Survey Plat Plan As-built septic system layout required Okav to issue tend Cf0_ _ Okay to issue permanent CIO (Certif. of Oooupancy}_ Okav to issue CIC (Certif. of Campliance)�� MULTIPLE DWELLING, HOTEL, MOTEL, APARTMENT FINAL INSPECTION REPORT FD Office No. (518) 761-8256 Building & Code Enforcement Date inspection request received: Dept. of Community Development Town of Queensbury Arrive ,.3W am/prn Depart atn/pm 742 Bay Road Inspector's Initials Queenshury, NY 12804 N FERM roc # LOCATIb DATE _ TYPE. OF STRUCTI.IRE ti L N/A YES NO COMMENTS Chimney HeigW*B" Vert/Direct Fresh Air frrtake '~ Plumb Vent through roof Roof complete /J Exterior finish grate Interior/exterar railings 34 ' . to 38 in. Erderior handrails, balconies, landing 1,8 in. qr more Interior handrails stairs bath ides 3 or more;rrsers Guardrails 42 in. Ba€listers 4 in. spacin r I Doom 36 in. /" / / Cor / Headroom 7 ft_ on stairs / Handrail exterior stairs holy sides mare than 3 rtserK �lyn(j�+� C J .nf 5x r„ Floor finish men watesti lrriesior handrails balcxxri ending f 8 ut, or more Railing across window in irwells Smoke detectors: every level every bedroom outside every inter coniteded Bathroorn fans Plumbing fixtures Foundation insulation Fire separation 1/4, 1, 2 hour Fire walls 1, 2, 3, hour Fire doors 1/4, 1 !/a , 2 hour_ Handicapped Accessibility_ .__, ..._. Handicapped parking`. ._ Handicapped sigrage Finish grade Gas valve shut-off exposed/regulator 18 in. above grade Gas furnace shut-off within 30 8, or within line of site Oil furnace shut-off at catranoe to furnace area 14utnaee/hot water heater operating_ Reliefvaive(s) installed _ Garage firaproofmg Garage penetrations sealed _ Furnace in separate room protected (in garage) tagbt ventilation per room Safety glazing 18 in. or €ms from floor Final Electrical_ Site Plan/Variance required_ - Final Survey Plot. Plan Art-buih septic system layout required Okay to issue temp C/O Okay to issue permanent C/O (Certif. of Ckcupancy) Okav to issue C/C (Certif. of Compliance) FIRE MARSHAL Tow OF QUEENSBURY QUEE 5Sg�RY, N 5 2604 FIRE MARSHAL INSPECTION REPORT RE©UEST RECEIVED NAME L PERMIT LOCATION SCH DUE LE INSPECTION ON AM PM APPROVED NIA YES NO SKITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING -- FIRE EXTINGUISHERS FIRE ALARM SYST FIRE SPRINKLER Sy EM FIRE SUPPRESSION YSTE.M HOOD INSTALLATIO } INTERIOR FINISHE yl STORAGEN, CLEARA CE TO SPRINKLERS CLEA NCE TO HEATING UNITS REQUIRED SI AGE CHIMNEY WOOD STOVE RY FACTORY BLT• FIREPLACE Fj tAp,SON ❑ ROUGH-IN FINAL OK TO THIS DATE oic "j , r�w SPE OR iN5P5LIP.PUB 1 FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT { REQUEST RECEIVED PERMIT # `M� NAME M l _� L_�l LOCATION SCHEDULE INSPECTION ON NYTIME ------- AMQ I O APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS -- t- EMERGENCY LIGHTING ` FIRE EXTINGUISHERS _f FIRE ALARM SYSTEM -- FIRE SPRINKLER SYSTEM - - FIRE SUPPRESSION S E - HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SP NKLERS CLEARANCE TO H TING UNITS - REQUIRED SIGNAGE CHIMNEY --- WOO© STOVE FIREPLACE - MASONRY FIREPLACE , FACTORY BUILT REMARKS: ❑ OK TO THIS DATE 3 L AINSPE IN9p'yIP,PIIB 1 FIRE MARSHAL TC)VVN C]F C]UE@ Y BURY i2SC14 QkIEE(518) 61-8205 FIRE MARSHAL INSPECTION REPORT REC]UEST RE EIVED rI NAME z7 V�+aad v,eI ^ PERMIT #� � LOCATION - - ----- I # i Ego SCHEDULE INSPECTION ON ` I AM APPROVED NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS -- EME.RGI LIGHTING at I t A FIRE EXTINGUISHERS + FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM — -- FIRE SUPPRESSION SYSTEM v----- HOOD INSTALLATION INTERIOR FINISHES STORAGE:CLEARANCE TO SPRINKLERSNfTS CLEARANCE TO HEATING REQUIRED SIGNAGE CHIMNEY —WOOD STOVE ONRY O FACTORY BLT. M FIREPLACE 0 ❑ ROUGH-IN �] FINAL OK TO THIS DATE REMARKS: IN EC 0 yµSMIP.PUB A MULTIPLE DWELLING, HOTEL,, MOTEL, APARTMENT FINAL INSPECTION RF"RT Office No. (S 18) 761-8256 Building & Code Enforcement Date inspection request received- DepL of Community Development Town of Queensbury Arrive,F atrr�,�3kea�� 742 Bay Road Inspec�d>r'�s-Initials Queensbury, NY 12804 NAME C F1~�rZ r 4 LOCATIt7N DATE TYPE OF STRUCIURE NIA, YES NO COMMENTS Chimney HetgW713" VeriulAre t vent. Lxxmtion Fresh Air intake Plumb Vent through read Roof complete Exterior finish complete Interior/exterior railings 34 in. 38 in. Exterior handrails, baI ies., lan g 18 in, or more:— _ Interior handrails stairs sides or more Me" Guardrails 42 in. } VVj Hallisters 4 in, spacin Doors 36 in. Headroom 7 ft, oft ins _ Handrail exterior stairs both s more than 3 risers Floor finish '✓'�1 Cti,�,.,..-l._.J 1 Bathroom/kitchen watertight Interior handrails balconies/ten g IS in, or more Railing across window in stairw is Smoke _ level : every level every bedr+oo[n t V outside every bedroom inter connected Bathroom fans _ Plumbing fixtures —� Foundation insulation_ Fire separation 1/4, 1, 2 hour Fire walls 1, 2, 3, hour Fire doors 3/4, 1 s x , 2 hour Handicapped Acomsibility,- •_� — Handicapped parking_ Handicapped sigsage-__ Finish grade Gas valve shut-off exposed/regulator IS in. above grade_ Gas furnace shut-off within 34 ft_ or within line of site Oil furnace shut-offat entrance to furnace area Furnace/hot water heater operating — Reliefvalve(s) installed Garage fireproofing, Garagepenctrations sealed _ Furnace in separate room protected (in ;garage) Light ventilation per room Safely glazing 18 in. or less from floor Final Electrical Site Plan/Variance required Final Survey Plot Flan As-buih septic system layout required Okay to issue temp C/O Clkav to issue permanent C/O (Cedif, of 000upancy) Okay to issue C/C (Certif: of Compliance) MULTIPLE DWELLING, HOTEL, MOTEL, APARTMENT FINAL INSPECTION REPORT Office No. (518) 761-8256 Building & Code Enforcement Date inspection request. received: Dept. of Community Development �/f Town of Queensbury Arrive amlpm Depart am/ptn 742 Bay Road Inspector's Initials s! Queensbury*,, NY 12804 NAME �N PERlK= LOCATION r � DATE II— 1 TYPE OF STRUCTURE NIA YES NO COMMENTS Chunney Heteitr"'B" Vim. Vent Location Fresh Air httalceN Plumb Vein. through Hoof Roof complete Exterior finish complete / Interior/exterior railings 34 in. to 38 in. — / /h/S dC /ft" « 1 .1 Exterior handrails, balconies, landing 18 in. y(mdrc Interior handrails stairs both sides 3 or m Fe Guardrails 42 in. r Baflisters 4 in. spacing // ,r/ / �/I J Doors 36 in. — , �.+ d/# // �I✓1 t�G //�5 Ale Headroom 7 a. on stairs Handrail wa "or stairs bath sid7l6ore than 3 risers — / / �`` / Floor finish •t >1C L I r ,�fL.� [ 4M1,Jel V lctteri�ls ben alco ticts�/I dMg 18 iw or more ,f,� 4/4t 115 Railing across window in ells Smoke detectors: _ .- ' £ - c/L [ i rvE J.'� c s✓ every level every bedrno*n ,� ..��"' ,�] outside every 1"`/� o r'O„ j X0A-7v I inter connected / � / Bathroom fans n l¢'iw ll vJ4r Plumbing fixtures Foundation insuatian t � u �Gr pr J Fire separation 14, 1, 2 hour slA Firewalls 1 . 2, 3, hour_. Fire doors '//«, 1 1,2 , 2 hour Handicapped Accessibility Handicapped parking_. E ` �� +� / lJr.r •, �' �� Handicapped sigpage ]� Finish grade Leas valve shut-offexposedlregulator 18 im above grade_ �I,� Gas furnace shut-ofl'within 30 & or within line of site _ r"} ` � �v � f�iT/,+ at7h �fyA4 Oil furnace shut-off at eraranee to furnace area �^ 54 A "' ,`/ • FurnaccMet water heaiea operatin / / j Reliefvalve(s) installed �l e. x /�t �, r! [ +f �irle as �/,rwe0p /� LA- Garage fireproofing Garage penetrations sealed Furnace in separate room protected (in garage)___ light ventilation per room__ Safety ,glazing 1 8 in, or less from floor Final Electrical _ Site PfanlVarianoc required Final Survey Plot Plan As-built septic system layout required Okay to issue temp Okay to issue permanent CIO (Certi£ of Oocupanc-y) Okay to issue C/C (Certif. of Compliance) i FIRE MARSHAL OWN OF QUEENSBURY UEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED r NAM 1�C LOCATION _ = �. _ PERMIT # SCHEDULE INSPECTION ON 1 AIM -- APPROVED NIA YES NO EXITS AISLE WIDTHS _ EXIT SIGNS _ EMERGENCY LIGHTIN FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLERSYS1 M -- -- — FIRE SUPPRESSION S STEM HOOD INSTALLATION -- -- INTERIOR FINISHES _ STORAGE: — CLEARANCE TO SPRI LERS -- -� CLEARANCE TO HEATING UNITS - REQUIRED SIGNAGE CHIMNEY WOOD STOVE — FIREPLACE CI MASONRY O FACTORY 8LT. _ El ROUGH-IN - FINAL REMARKS: ❑ Olt TO THIS DATE Q C7, re .cam Card { be ry a oV 106. 3) V � 14 v fq c, Holdop,!,j Q NSPSURPUB 4INSPT c FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (618) 761 -8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED NAME ' I LOCATION PERMIT #_ S`T- SCHEDULE INSPECTION ON -- .. - AM PM APPROVED N/A I YES NO EXITS AISLE WIDTHS ! EXIT SIGNS `• EMERGENCY LIGHTING FIRE EXTINGUISHERS ` i f FIRE ALARM SYSTEM _` — FIRE SPRINKLER SYSTEM _ FIRE SUPPRESSION SYSTEM — - — — HOOD INSTALLATION __— INTERIOR FINISHES STORAGE: — - - - ---- — - - CLEARANCE TO SPR KLERS _ CLEARANCE TO H ING UNITS REQUIRED SIGNAGE — - - CHIMNEY _ WOOD STOVE � ---•-------- •- -- --- ---- FIREPLACE ❑MASONRY ❑ FACTORY BLT. _ ROUGH-IN _ -- [l FINAL REMARKS: El OK TO THIS DATE '-1"r w c.Jb 6 1 +4 N 1—f O pl3e�n,�,, 1o4 Vi5 ,1 U of rrtn, /Hod o y ems _ Per"- I y "^a-ea lt. of -eclAr'I y b AO +2* rHsPsuP.Pus I PEC R LiE ERAL 11V'YPECTIC)N REPORT ( 51. 8 ) 761 - 8256 Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive " am/pm Depart am/pm Inspector's Initials . '�� NAME: i '�} G.�rf PERMIT # -YY LOCATION: _ y' L, I,,.tr,� E'.�' DATE : TYPE OF STRUCTURE: RECHECK Footings/Pi s NIA YES NO COMMENTS Monolithic Pour Form Reinfor+cem nt in Place _ The cont tar is respons ble for providing p tection fro freezing for 48 hours llowin he placement `rnr T ins of the concrete. Materials for th • rposc on site Fou allpo Reinforcement in Pla - Foundation/Dampproo _- Backfill Approval _ Plumbing Under Slab Plumbing VenUVcnts in P cc Rough Plumbing- _, - Heating Rough-in. __ Insulation Foundation Walls Interior R- Founda.tion Walls Exterior R- FF loors R- Wal is R- Ceiling R- - Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing - - --- - -- - - - Jack Stud_s/licaders _ Bracing/Bridging,- - - - -- - - Joist Hangers_:_ - " -- Jack Posts/Main Beam - Air Infiltration Barrier — Fire Separation 1 , 2. 3, hour Penelralion Scaled_ Fire Wall 2, 3, 4 hour - Fireslopping_ �� - COMMERCIAL FINAL INSPECTION REPORT Building & Code Enforcement Date inspection request. received: Office No. (518) 761,4256 Dept. of Community Development Town of Queensbury Arrive ]>p�pa 742 Bay Road Inspector's Initial Queensbary, NY 12804 IACATION ,7 FATE TYPE OF STRUCTURE I`A 'uc 1-PLz; t 1�� NIA YES NO COMMENTS Chinxxey/ 'B VM"3iroct Vat location Plumbing Vent Roof Complete Exterior finish grade complete hrterior/exterior guardrails 42 in. platforrr►/decks httcrior/cxterioyr ballasters 4 in. spacingplatibrm/dedcs Stair handrail 34 in. - 38 in- ail risers 7 3/a in. 'gain door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req. exit doors Gas valve shut-off regulator (18 in.) above grad Floor bathrooarr w ght Other floers alcay Hot wmuex rel. 'val Bailer/furnace end <250.000 BTU 250.000 BTU to .000. 0 BTU's (1 hour) >1,000.000 BTU• (2 h ) Cias furnace AhLA ofl'w 30 ft or within line of site Oil furnace sh ce to furnace area Stockroom enclosure (1 our), 3/, hour door_ SuwageJreceiving/shipp' g room (2 hour), 1 '/2 doors 1 1'2 hour doors and d (y��.hour aarridor doors an closets F"Iwxllsfrre se{raration, hour; 3 hour o0mpleee Fire darnpers, 2 hour fire all/separation or greater { 1 Fire door/shutcts I '/a h , 3 hour Ceiling fine stopping 3,00 15,000 sq. tt, Fan shutdown, smoke ven or fan Exit door/panic bars assembly hardware Eievators Elevator signage Handicapped bathroom grab bars/sotkksltoilets u Handicapped bath/parking lot sigxage __.. Handicapped serrice counters 34 in., dxodcout 36 in. "�� '�� Handicapped rarnp/handrails continuous/ 12 in. beyond wive liste,xirig system and signage xssemhly space- � Final Electrical Site Plan/Variance required._, F irral Survey, new strud.ures .As-buiIt septic System layout required Okay to issue teanp. C/O (Certif of occupancy)f Okay to issue permanent C/O (Certif. o (3ocupaney} Okay to issue GC (Certif. of Compliance) FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761 -8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED '�*�--C� NAME LOCATIOO _ II PERMIT # SCHEDULE INSPECTION ON l f " c� AM M APPROVED NIA YES, NO EXITS _ yf AISLE WIDTHS EXIT SIGN S p ids EMERGENCY LIGHTING { FIRE EXTINGUISHERS FIRE ALARM SYSTEM arrFc Cow;a -- FIRE SPRINKLER SYSTE FIRE SUPPRESSION S TEM HOOD INSTALLATIO _ INTERIOR FINISH STORAGE; - ---- -- - -- - CL NCE TO SPRINKLERS CL RANCE TO HEATING UNITS _ REQUIRED IGNAGE _.�--- CHIMN WOOD TOVE FIRE CE L (MASONRY ❑ FACTORY BLT. ❑ ROUGH-IN 0 FINAL _ 1- R MARKS: 0 OK TO THIS DATE r r dv r 11vrN S nnu5� be- r INSPSUPAJ8 IN C { I TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY ROAD QUEENSBURY NY 12804 (5I8) 761-8256( ARRIVE : DEPART : .'Z5r zNSP • .� FINAL INSPECTION REPORT DATE INSPECTION REQUEST RECf? IVED : NAME LOCATION DATE _ I,� r I PERMIT I TYPE OF STRUCTURE FOOTINGS FOUNDATION BACKFILL FRAMING ROUG11 PLUMBING SEPTIC INSULATION FINAL ELECT'RIChL WOODSTOVE OR FIREPLACE N A YES No CHIMN }iE HT B VEN 1{EIGHT PLUMBIN VEN RO FIN EH IO FIN S i DEC PO CH S EPS ILINGS R LIEF VALVES I F!IRNACEIII T WATER PE ING I INTERIOR Tft3,.M,/Pi2EV DOOR INI F' ORS : i H T K TCH WA ER IGHT S OTHER FLQORS SWEEP A LE i OT EA FLt7OR CAR ET STAIR CLE RAMC R11 LIN 5 1 MOKE DETECTORS i SA_TIIROOM FAN i PLUMB.ING F URES FOUNDATION- INSULATION GARAGE FIRE PROOFING ❑R CLOSERS FINAL ELECTRICAL SITE PLAN VARIANCE RE..- FINAL S VEY T PLAN Off--To. ISSU C O O C C J i f# 1 -� a ? . MULTIPLE DWELLING, HOTEL, MOTEL, APARTMENT FINAL INSPECTION REPORT Office No. (518) 761-8256 Building & Code Enforcement Date inspection request received: Dept_ of Community Development Town of Queensbury Arrive,-� Mrtdg art 1 - 742 Bay Road Inspector's Ini Queenshury, NY 12804 NAME PERMIT 4 LOCATION DATE TYPE OF S UC NIA YES NO COMMENTS Chimney Height!"B" VerdMirect Vent. Location Fresh Air intake Plumb Vail through roof Roof complete Exterior finish complete Interior/exterior railings 34 in. to 38 . _ .......... Exterior handrails, balconies, landing I in. or i re Interior handrails stairs both sides 3 or ore ria Guardrails 42 in. Banister 4 in. spacing..,__ Doors 36 irk. Headroom 7 fit.. an sta' Handrail exterior stairs both sides m than 3 risers Floor finish kitchen watertiglht. Iruerior handrails baluont,E Jlanding; I in. or more Railing across window in stairwells Smoke detectors: every level every bedroom -- outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation Fire separation f/a, I, 2 hour — Fire wails 1, 2, 3, hour_ Fire doors 'h, 1 1/, , 2 hour _ Handicapped Acx�ssibility _�—_ Handicapped par'kmg`�..� Handicapped sigrage___ Finish grade Gas valve shut-of exposediregulator 18 in. above grade Gas furnace shut-Off within 30 it or within line of site Oil furnace shut-off at entrance:to furnace area Fumacehbot water heater operatin Relief valve(s) installed Garage fireproofing _... Garage penetrations sealed Furnace in separate room protected (in garrage) Light ventilation per room_ _ Safety glazing 18 in. or less from floor Final Electrical Site Plan/Vanance required_ Final 'Survey Plot Plan As-buih septic system layout required �r / Okay to issue temp C/O �i Okav to issue permanent C/O (Certif. of 00cWaocy) Okav is issue C/C (Certif. ofCompliance)� COMMERCIAL FINAL INSPECTION REPORT Building & Cade Enforcement Date inspection request received: Office No. (518) 761-8256 Dept, of Community Development Arrly _ . � Depart Town of Queensbury Inspector's Initials 742 Bay Road Queensbury, Nat` 12804 NAME_ PERI�I r LjOCATION w D �1 �3 ALA P,C 7 DATE TYPE OF STRUCTURE NIA YES NO �7 CONS ChimacyP'S" Vent/Direct Vent locuu0n l`oc Phmtbing Vent Roof Complete �► {� �t C7 JQ yL [� (�C�C� '— �1 Q wCT IC� F.%Lmor finish grade complete r^ haeriorfexderior guardrails 42 in. platforrnldedcs hperiorlextenor ballasters 4 M. spacing platfonyditadcs Stair handrail 34 in. - 38 in. Stop M-SAWS "I1 9l'A in. - A lam hoar n. �✓� 'f--- A r,, 1, 123C}1 '� All aches 36 in. '� '�-�-�1 N� C5� Lever handles Fetus at grade or platform �1.� '1'T'�s7 M\'ate t.�( l 1J [3ENO Canopy to cover req. exit �+ va s valve shut-offexposed in.) above grs Floor bathrooms watertight J �` i.�� i. 5�t �tY li ►Cs n3 �..1 1 �T other floors okay Hot water relief valve Soilerlfurnacaetclosure__ '►�uC3�� [� gl <250,000 13TU NIR 250.00013TUto 1.000,000 RIMIs 1 hour) >1,0009000 BTU's (2 how) Cias furnace shut off within 30 R. or w" line of site_ ��r-"►t5�,� >� +"�j V f5 t�C.,�4 > oil furnace shut off at entrance to furna area Stockroom enclosure (1 hour), 3/4 hour Storage/rec6vangfshippi groom (2 hour 1 °h doors _ 1 l,z hour doors and closers 3 + hour corridor doors and closers Firewallehfire separation, 2 hour, 3 hour complete. Fire dampers. 2 hour fire wall/separation or greater Fire door/shutters 1 1/2 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 signage Handicapped bathrc)on 'grab harsAi nkshoileis Handicapped bath/parking id sigcagc Handicapped service courders 34 in., checkout 36 in- Handicapped ramp/handrails continuous/ 12 in. beyond .wive listening system and siWiage assembly space Final Electrical Site PlanNariance required_ --- —. — —.. Final Survey, new structures .A.s-buih septic system iaymA required.^ - OkAV to issue temp. C/O (Ceriif. of ooagsancy) ()"v to issue permanent CIO (Certif. of C?wcapaney) Okav to issue C/C (Ccrtif of Compliatice)� COMNWRCIAL FINAL INSPECTION REPORT Building Rk Code Enforcement Date inspection request received: Office No. (518) 761--8256 Dept. of Community Development Arrive " e s Depart Town of Queenshury ,�• 742 Bay Road Queensbury, NY 12MM PERMIT #r- NANIE DATE LOCAT lON TYPE OF STRICTURE N/A YES NO CON RENTS Chimneyl"Wm Vknt/Direct vast location ` l� R L__ LX V. , "Ir ) PI Plumbing Vent Roof Complete Exterior finish grade complete bVe for/exterior guardrails 42 in. platform/decks %�7�. bAcrior/exterior ballasters 4 ' spacingp1atforrn/deeks ' W' Qf�1r 60'N�* lrJCo'© �`iTj Stair handrail 34 in. - 38 in. P"a"4&k Sleep risers 7 3/4 in.� liaise door 44 in- All others 36 in- Lever handles Exits at grade or platform Canopy to cover req. exit donors ('r14 valve shut-off exposed & reWlator (1$ in.) above �'" G..�}+1 '"1 i k '02� Floor bathroom watertight other floors okay Hot water relief valve . Boiler/feunac+eenclosure µ Z.+r.]b �1 �E 1aGx►y. <250.000 BTU N/R � _250,000 BTU to 14000.000 BTU's ( l hour) _ }1 .000.000 BTU's (2 hour) — Gas furnace shut off within 30 ft. or within line of Mc rk3,E, R X t_ oil fiurnace shut off at entrance to furnace area V�'1GV.C-- %A CFVX- stockroms enclosure (l hour), 3/4 hour door Storage)r0ociving/shippingroom (2 hour), 1 V2 QN=-:VV-C,-CCv-) 1 ° t hour doors and closers i . hour corridor doors and closers C1..-V-Ft 1`s 61; p:)1.L. Fircwvalls/fire separation, 2 hour, 3 hour complete ��r � 7 t.:P*:> -IV kNOE-tA Fire dampers, 2 hour fire walf/separation or Fire door/shutters 1 1/2 hour, 3 hour Ceiling fire stopping 3,000/5,000 sq. Fan shutdown, smoke vents or fan1,ti� Q._�t+"`C! L� ti I�►1 �'E- -t�14 Exit door/panic bars assembly hardware .� Elevators Elevator siguage Handicapped bathroxsm grab bars/sinks/toilets %Z `;Z)4i -ccs VA io t v• ko2S },,M Handicapped bath/parking lot sigreage c (e;, 4 \f�� ► �i vr[ 3�Yti� 7 \3►7� Handicapped service counters ters 34 in., checkout 36 in, Handicapped ramp/handraefs continuous/ 12 in- beyond _Xctive listening systean and signage assembly spacc_ CnA C. e%LA*Z>(D� Final Efectrioal Site Plan/Vana �r Sur . :--' "'—'es� _ f �A'A ..'�`l C..' —tt��+ ;a '1wf [-C`.r�'R. ' �.FYt .�-LC4 go S- ul �h�� okav to issue iegM. CIC) (Ganef of Occupancy) t- E11 mayor-1 t �.[ 4�'Fr1�G�t CEV tc ()kav to issue permarlent C/o (Certif: of OGCUpanty) ()kav to issue C/C (Certif. of Compliance) Etie �r(a 1i~E � �C �^ Ci iFE k ► % '_ C'��C'i�L'L=L`� '�'t �►��'� �.►] Lt�i oR� �. '� _.,,�,� c�ck'�c►.� '�'��7t'' Pc��Ci'�E�_ CC11b J1 MRCIAL FINAL INSPECTION REPORT Building 8t Code Enforcement Date inspw on request received: Office No. (518) 761-8256 Dept_ of Community Development Arrive ain/prn Depart. am/pin Town of Queensbury inspector's Irtitials 742 Bay Road Queensbury, NY 12804 NAME DATE I.,[aCATTfJN TYPE OF STR C N/A YES NO C0bMvIENTS ChnMey/"B" Vent/Direct vent location Phnmbmg Vent �► Q 1 1rA �lh � -F` Roof Complete F.xterior finish grade complete bur riorlexterior guardrails 42 in. platform/decks tiscriorlexltrior ballasters 4 in. spacing platform1dedts C, 5F,19X'\ IF \(. x `U vz.) +bid Stair handrail 34 in. - 38 in- Step risers 7 34 in. 1 L fi �FtE Ti w q&� main door 44 in- AH others 36 in. Lover handles Exits at grade or platform Canopy to cover req. exit floors Gas valve shut-off exposed & regulator 0 8 in_) above Floor bathroom watertight 5tr other floors okay. y=Mr+41zb Hat water relief va#ve � �1 A�► � Boiler/famam auc3oaatre�^ t fi�� <250.000 BTU NIR 250.000 BTU to I.000.000 BTU's (1 hotu)� - >1 ,000,000 H'T'U's (2 how) r,ac furnace shut, otfwithin 30 fi. orwithin line of site -- t 1�� C�-.• �" „ Oil furnace shut off at entrance to furnace area Suckroom, enclosure (I hour) V4 hour door r ,`� Storagelreoeivrng/shipping room (2 hour), 1 doors - 1_~ �y L. 7C t '`t� 1 '`i hour doors and closers . (tour corridor doors and closers FirewalWfire separation, 2 hour, 3 hour complete— Fire dangx ,. 2 hour fire wsll/separation drr greater Fire door/shuners 1 1/2 hour, 3 houur Ceiling fire stopping 3,000/5,W0 sq. ft._ Fan shutdown, smoke vents or fan Exit door/panic bars assembly hardware Eievators Elevator sigtage Handicapped bathroom gab bars/s_nks&+ilets. Handicapped both/parking lot sigaage Handicapped. service counters 34 in-, checkout 36 in. l iandic apped ramp/handrails continuous/ 12 in. beyond ,Active listening system and signage assembiy space_ Final Electrical Site Plan/Variance "uiredf-Final Survey, new structures s bui.t septic system layout required Okay to issue temp- C/O (Certif of C kxmpaney) ()Icav to issue permanent C/Ci (C artiif. of occupancy) Okay to issue C/C (Ccrtif. of CorMliance).. �, C,ENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NV 12804 Arrive n 7Dep4a .AInspec to NAME: t ",��a �M At�� l� 14v= f �1 � PERMIT # LOCATION: _ �`� t . r.tit sat tr +per / DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footings/Piers -- j Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freerin,g for 48 hours following the placement of the concrete. Materials for this purpose on site Found<u ion/Wal l pour____. Reinforcement in Place _ Foundation/Dampproofmg __ Backfill Approval _ Plumbing Under Slab --- _ Plumbing Vent/Vents in Place_ Rough Plumbing Healing; Rough-In.. Insulation Foundation Walls Interior R- Foundation Wails Exterior R- Floors R- Walls R- _ Ceiling R- Y4 Duct work or piping in unheated spaces R- Proper Vent. Attic Vent Framin ■ Jack Studs/Headers _ Bracing/Bridging___ � Joist Hangers Jack Posts/Main Bearn_ Air Infiltration Barrier_ Fire Separation 1 , 2, 3, hour Penetration Sealed / -,v_Az Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road �--� Queenshury, NV 12804 Arrivez-ffl.�rrY Depart spector's Initials �- NAME: PERMIT # LOCATI k DATE : TYPE OF STRUC RE: RECHECK N/A YES Na COMMENTS Footings/Picts Monolithic Pour Fo Reinforcement in Ph c _ The contractor is sponsible For ; providing protect on from froffAing Poi` 48 hours Coll wing the placement of Ehc ci2ncrctc. Material s for This rposc"o'nr site . _ Foundationl4Vall ur_ Reinforcement in Lace_ Foundation/Damp roofing - Backfill Approval Plumbing Under Sl Plumbing, Vent/Vents in Place_, Rough Plumbing ___ Heating Rough-in__-__ ___._ ,. Insulation _ Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiiing R- Duct work or piping in unheated spaces R- - -- Proper Vent_ Attic Vent Framing Jack Studs/Headers--- Bracing/Bridging�__� Joist Hangers - Jack Posts/Mai n Bea m Infiltration Barrier ire Separation I , 2, 3, hour ._ Penetration Sealed G o�tom+ pp� firt r FsLI_ �k lc10�10t�j Fire Wall 2, 3, 4 hour — 11E3-T Firestoppi ng C>V f L �En]� f �'� �AcEL ar z [a t t o --' { 51 #3 ) 76 L - 8256 GENERAL INSPECTION REPORT � Town of Queensbu ry Dept. of Community Development Date inspection request received. Building & Code Enforcement 742 Bay Road Queensbury, NY 12M)4 Arriv aiVR �` Depa Inspector's Initial SLA NAME: '� }`. ' C C�1`f PERMIT # — y LOCATION: , ^`t DATE : [ TYPE OF STRUCTURE: �"'F RECHECK NIA YES NO COMMENTS Footings/Piers. �I `�• 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/Wallpour.______ Reinforcement in Place Foundation/Da ixpproofi ng - Backfill Approv 1 Plumbing Under lab Plumbing Vent/V is in P ace_. Rough Plumbing Heating Rough-In _ Insulation Foundation Walls I terior R- FFoundation Walls xlerior R- Floors R- _ Walls R- - Ceiling R- Duct work or pip ng in unheated spa s R- Proper Vent, Attic - Framing---___ _--- _ Jack Studs/Hea ers-__._ Bracing/Brid ng�_ Joist Hanger Jack Posts/Main Beam _ Air Infiltration Barrier_ Fire Separation 1 , 2, 3, hour_ J, dtlon Sealed.L.... Fire W 3, 4 hour ty F opping�. 6z> C7S — !ar! t`;ENERAL JNVVPECTIQN REPORT ( 518 ) 761 - 8256 To" n of Queensbury Dept. of Community Development hate inspection request received: Building & Code Enforcement 742 Bay Road ,� Queensbury, NY 12M)4 Arrive &_ amlpm Depart am/pm Inspector's initials -c NAME : _ - ` PERMIT # LOCATION: 7y �� DATE 6 TYPE OF STRUCTURE- RECHECK RECHECK NIA YES NO COMMENTS Footings/Piers __ -- Monolithic Pour Form Reinforcement in Place _ �Zo rS The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete f f Materials for this purpose on site. Gs r✓/ r?� �✓ Foundation/WaIIpour----.__.__-- _., Reinforcement in Place f , �/ r� /,,t,,�t Foundation/Dampprooling 1 Backfill Approval.- Plumbing Under Stab___--- Plumbing Vent/Vents in Place__ _ Rough Plumbing 400 Healing Rough-ln Insulation Foundation Watts Interior R- Foundation Walls Exterior R- Floors R- W ails R- _ Ceiling R- Duct work or piping in unhealed spaces R- Proper Vent, Attic Vent__ Jack StudslHeadcrs_. -__ Bracing/Bridging__ Joist Hangcrs__ ..- Jack PosWMain Beam___ Air Infiltration Barrier Fire Separation 1 . 2, 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour Fi restoppi ng __ GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 ,town of Queenshury Dept. of Community Development Date inspection request received: 19 Building; & Cock Enforcement 742 Bay Road Queenshury, NV 12804 Arrive LOW am/pm Depart � am/prn Inspector's InitialsZ NAME: PERMIT 4 % ` •3 LOCATION: F DATE TYPE OF STRU U E: RECHECK ----.--___ -- y' NIA YES NO COMMENTS Footings/Piers I Monolithic Four Form / f Reinforcement in Place j ?cr Gir ev' Sd7+ / AA + a The contractor is responsible for pro%iding protection from freezing for 48 hours following the placcmen of the concrete. Materials for this purpose on site___ Foundation/Wallpour,— Reinforcement in Place Foundat ion/Da mpproofr Back fi I I Approval Plumbing Under Slab_ Plumbing Vent/Vents in Place Rough Plumbing--_ Heating Rough- Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent. Attic Vent Framing_.._._— .— _ Jack Studs/Headers Bracing/Bridging _ Joist Hangers_. .. -- —_ -- -- - — — Jack Posts/Main Beam Air fnliltration Barrier Fire Separation 1 , 2, 3, hour Penetration Scaled_ Fire Wall 2, 3. 4 hour Firestopping-- — GENERAL 11V.S"PECTIDN REPORT ( 518 ) 761 - 8256 Town of Queenshury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queenshury, NV 12804 Arrive am/pm Depart am/pm Inspector's IPP NAME: —�c ►w4^0 PERMIT # LOCATION: DATE : TYPE OF STRUCTURE. RECHECK -- _ N/A YES NO COMMENTS Footings/Piers- Monolithic Pour Form _ _ / rC ,er f � " fyl� I^/� Reinforcement in Place The contractor is respo sible f r �icJyES provi g protection fr m fr _ing ` for 41i h rs following he pl{ ment of the conc Materials for this p site, _ ku� Foundation/Wallpour - Reinforcement in Place, - l4oundation/f}an1ppro0f b�_ Backfill Approval_-.•-- - Plumbing Under Slab _ _.___-- -- ._.-- _. -- --- Plumbing Vent/Vents in Place_, _ Rough Plumbing— -- .- -- - - 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 R- Proper gent, Attic Vcnt _, _, Framing __- -_-- -- lack Studs/Headers_ Bracing/Bridging-_---_.____ - Joist Hangers`- - -.-------.,_. __-- Jack Posts/Main Beam.-..-, .---. -..-. . Air Infiltration Barrier-_. --- -- -- _ __ -- - _ - Fire Separation 1 , 2. 3. hour Penetration Sealed.- -- Fire Wall 2. 3, 4 hour-_ Firestopping. , GENERAL INSPECTION REPORT { Sl $ } Zr=, Z 825ta Town of Queenshury Dept, of Community Development Date inspection request received: Building ,& Code Enforcement 742 say Road Queensbury, NY 12804 Arrive an*j�:D..Depart a Inspector's Initial NAME; PERMIT # LOCATION DATE ; TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form _ Reinforcement in Place The contractor is responsible for providing protection from freeing for 48 hours Following the placem t of Elie concrete. Materials for ibis pu sc on site Foundation/Wallpour Reinforcement in Place Foundation/Dampprooling _ Backfill Approval Plumbing U der Slab _ Pl/' g ent/Vents in Place Rbing Hgh-ln Foundation Walls Interior R �11 Foundation Walls Exterior Floors R- Walls R- Ceiling R_ - Duct work or piping in unheated spaces R- Proper Vent. Attic Vent Framing Jack Studs/Headers_ Braci ng/Bridgi ng Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier _ Fire Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping r GENERAL INSPECTION REPORT �1 ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Dcvclo Date inspection request receive Building & Code Enf ement 742 Bay Road Qucensbury, lVY 12 id Arrive art( _ Depart j Inspector's Initia NAME: ` , e i3 ,- PERMIT # LOCATION: DATE : Z Ct c TYPE OF STRUCTURE: RECHECK NIA YES NO COdMIviENTS 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 FoundationfDampproofi ng Back fi I I Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing may. "Healing Rough-in insulation . ? %.A 6 1EJ)C _ Foundation Walls Interior R- fit. ' --11 �1 U Q �. Foundation Walls Exterior R- �jtl�t 1 � � { Floors R- Walls R- � � t5�r "( Q_�. 1��JE. TU GHA+ ,t►�� Ceiling R- � '1 1 1 _ 1J Tk { '] - '�� U tV�. 4�- Duct work or piping in T t - .jam. fJ� Y), 0 -, unheated spaces R _ Proper Vent, Attic Vent _ Framing7r z �� Duck StudsJHeadcrs__ ►31- Bracing/Bridging. PAX Joist Hangers Jack Posts/Main am _ _ t t_ '�'j �� • Air Infiltration Ba r Tjy + ' Fire Separation l , 3, hour VIC Penetration Sea _ Fire Wall 2. 3 hour_ ° 3 C� 11��= � t�r it Firostopping06W�� r GENERAL IN.S"PEC710N REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NV I2MI4 Arrive 16 n pm Depart : + 1 Inspector's Init' J NAME: PERMIT # LOCATION: ]., , �� _ R _. DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protacti from freeing for 48 hours followi g the place an of the concrete. Materials for this purpo on si Foundation/Wallpour Reinforcement in Place Foundation/Dampproor ng Backfill Approval Plumbing Under Slab_ Plumbing Vent./Vents in lace Rough Plumbing Heating Rough-In ation Foundation Walls Int riot R- Foundation Walls Exterior R- loo _ _ _� � zi 1[i'1�j Frs R- L Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Fram i Jack Sluds/Fleaders Bracing/Bridging Joist Hangcrs Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I , 2, 3, hour Penetration Sealed Fire Wall 2. 3. 4 hour Firestoppi ng GENERAL .S"PEC'TION RE T ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development ate inspection request received: Building & Code Enforcement 742 Bay Road Queensbu ry, NV 12804 Arrive � a m Depart � nspector's Ini NAME: 11� PERMIT # LOCATION: Z DATE TYPE OF STRUCTURE: RECHECK N/A ES NO CO NTS Footings/Piers I 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 Foundation/Dampproof i ng_ Backfill Approval _- Plumbing Under Slab___ Plumbing Vcnt/Vents in Place Rough Plumbing ieati ng Rou h-1 n_ Insulation o - Z � f �` , Foundation Walls Interior - Foundation Walls Exterior R- Floors R.- Walls R- Cei!i ng R- Duct work or piping in unheated spaces Proper Vent, Attic Vent Framing - --------- Jack Sluds/Hca rs Bracing/Bridging Joist Hangers Jack toad/Posts/Main Air Infiltration Barrier- Fire _ Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppi ng C;ENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building; & Code Enforcement Bay 742 Road Queensensbury, NVJ2164 Arrivcol i ..��riepart p,1,� Ins is Ini NAME: ' '"`* LOCATI Oil PERMTE IT TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 49 hours following the placement or the concrete, Materials for this purpose on site_ Fou ndat ion/Wal ipour Reinforcement in Place _ Foundation/Dampproof i ng Backfill Approval __ Plumbing Under Slab Plumbing VemlVents in Place_ — � Rough Plumbing_ _ Heating Rough-ln Insulation Foundation_- Walls interior R Foundation Walls Exterior Floors Walls R. _ Ceiling R- Duct work or pi pi In unhc:tted spa s R- _ per Vent, t' Vent --- — � ra Jack s/Pleaders_ Bracing/Bridging. , Joist Hangers Jack Posts/Main Beam—. Air Infiltration Barrier__ _ Fire Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping — GENERAL INSPECTION REPORT Town of Queensbury Dept,. of Community Development Date inspection request received: Building & Code Enforcement 742 Say Read Queensbury, NY 12804 Arrive Depart Inspector's NAME: PERMIT # LOCATION: 7:2 f. CND f-- DATE TYPE OF STRUCTURE: RECHECK NIA YES NO CONfMENTS Footings/Piers 1 Monolithic FourrF Reinforcement in The contractororproviding protingfear 48 hours fementof the concretMaterials for thiFoundation/WallReinforcement in FoundationlDamBackftll Approva Plumbing Under Sl Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceilin,g R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour. Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL INS'PEGTION REPORT Town of Queensbury 2 iq Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road �. Queensbury, NY 12804 Arrive *LO Dept Inspector's In' NAME: f��` Lr' 1 '- � �— LC7CA TICIN: r �'l r�•� Pf RAh+II T # c + 114 ed . TYPE OF STRUCTURE: � RECHECK NIA YES NO + [ C S Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible providing protectiol from for 48 hours foll the nt of the concrete. 1 Materials for this 7ce Foundation/Walp Reinfbrcecment in of i1 _ Foundation Mlampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing. Heating Rough-In "+ on ` Foundation Walls Interior R- � _�� Foundation Walls Exterior R- �4 , Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 31 4 hour. Firestoppin 3 pp [� �] GENERAL INSPECTION REPORT ( S1V ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive It 3U anlE�7r Depart inspector's Inid NAME: 1,l..f�1�� lCl�� µ� - * 1"ERMIT # LOCATION Cy�tad ]CjC]� )l�F'tl�� DATE : - TYPE OF STRUCTURE: RECHECK L& ` ,n N/A YES NO COMMENTS M[ Footings/Piers . .1--� F -Rf)H % f3G Monolithic Pour Form Reinforcement in Place The contractor is responsible for F�+ Ptt FRO" M i�II.�UF4aCTuR� providing protection from freeing * +I_ GC PtTlf ]1-j i wit 1s for 48 hours following the placement of the concrete. 4 ►�'�THl.rL_ \'� 11P '1C. 'ii�E. C La ?� t �1G_ Materials for this purpose an site �� , ` �� ,� � `� �" FoundationlWallpour._ _- L.:3 Reinforcement in Place Foundation/I}ampproafrng — t L L. ` �� OF) " 1�"'1 6. r/ Backfill Approval _ �-v c>v- 11 5 -14 Lru � F�.' CCL' - PV-F%V,. Plumbing Under Slab Plumbing Vent/Vents PI *Rough Plumbing to _ � ►�� S� nC�Mtoo Heating Rough-In Insulation R Foundation Walls Inferior - _ !a [ k Foundation Walls Exlcr r Floors R- 1:31i ��kc at i r�(r11 1J ��' • ilia( Walls It- Ceiling i�. R _ _ [} � � � �+\1Ej �`�1J� �, Fi]•fij . Duct work or ping in [� unheated ces R- Proper Vent., (tic Vent _ Fti. 1�C+� c"f"p �-`t� " �" t O , Framing___ - _ _ ._ _ — 1f~46EWow Jack Studs/Headers _ _ t �di► . Bracing/Bridging.-, M-- - Joist HaRgcrs Jack PostsfMain Bcarn Air Infiltration Barrier�T Fire Separation I , 2, 3, hour Venetration Sealed F=t LL. P1i. A. Qt�1 `- ET 1"1� t3 l ►.`a GLe>CY, uJ A Fire Wall 2,*F resppin o 3. d hour ¢� F'1L�Jw�Ea c c�pR�DCIZ Ft�gC C k'L►` '� g OVA:) ��-ra� car v;r.�, � rr ��hTo�`� ►-`!� 4 GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Depc of Community Development Date inspection request received: Building & Code Enforcement 742 Say Road Queensbury, NV 128OW Arrive :f aiVv m D pa 4 NAME: � F)t3 -T LC l BL�0t 1�G PERMIT # LOCATION: � u7 c)Lx-)c ,ny Pn ti P __.Fiif_�_ DATE - : — TYPE OF STRUCTURE: N1 l I w1 ! C__- RECHECK N/A YES NO COMMENTS Footings/Picrs tom-j 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/ tin Placc ' `� Reirtforecmcnt in Place �J Foundation/Dampproofi ngmm Backliil Approval ____.. . Plumbing Under Slab___,, Plumbing Vent/Vents in Place Rough Plumbing (`-��L� 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 R- -- Proper Vent_ Attic Vent T w� Framing._ . _..- .. . . . ..- Jack Studs/Headers _ Bracing/Bridging. , Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier ��_ Fire Separation I , 2, 3, hour.. Penetration Sealed _ Fire Wall 2, 3, 4 hour Firestopping _ GENERAL INSPECTION REPCIRT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive Depart = a Inspector's initial NAME: tr PERMIT # LOCATION: 2.? E7 �'RL� R�,Rrj DATE : '7 —zt -'�'i TYPE OF STRUCTURE: FI+.►,tt'[ ti a L_ti ♦1 � w,�, ±Et TEi� RECHECK N/A YES NO COMMENTS Footings Piers — -T�j Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the place nt of the concrete. Materials fort x urpose on sii _ FoundationlWallpo4 Reinforcement in Place FoundationlDamppmoling Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in lace Rough Plumbing. Heating Rough-In Insulation Foundation Walls Interior R- Foundation Wails Exlcrior R- _ Floors R- Walls R- Ceiling R- _ Duct work or piping in unheated spaces R- Proper Vent, Attic Vent _ ramings¢ 1 p;-''fit' 111R1� 1k'!7 t �Fh1 ACC F11 F�FNI� Jack Studs/HeadcrsBrac Joist Hangers ing _— Joist Hangers Jack Posts/Main Bearn �Cl. � Air Infiltration Barrier Fire Separation 1 , 2, 3, hour Penetration Sealer!___ Fire Wall 2, 3, 4 hour T_ Firestopping mm T GENERA . PECTI(7N REPORT I518 ) 76 � - 825fi Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Quecnsbury, NV 12H04 Arrive r m epart [L � /� nspeetor%ssIIjniti NAME: � ffir PERMIT # 1 LOCATION: DATE TYPE OF STRUCTURE: RECHECK. N/A YES NO COMMENTS Footings/Piers — j-- Monolithic Pour Form Reinforcement in Place The contractor is respon ible fo providing protection fro freer g for 49 hours following illrpla mcnt of the concrete_ Materials for this purpose Foundation/Wallpour _ Reinforcement in Place F oundat ion/Dampproo!i ng Backfill Approval____ Plumbing Under Slab_ _ Plumbing Vent/Venis in Pl,#cc_-- Baugh Plumbing., I-[lss � 7 C3� A J t e��t51PG +IGi.� t517 ►� ndalion Walls Interior R- Aj _ Q+j Foundation Walls Exterior R- Floors R- Wall s R- Ceiling R- Duct work or piping in unheated spaces R- Proper Ve1nt�, Attic Vent. __ _ Framing Jack Studs/Headers ._. ._ .�. __ - l3 Bracing/Bridging!__.,_ ..._ �_.,.. ... Joist Hangers Jack Posts/Main Beam [[}i Air Infiltration Barrier �� Fire Separation 1 , 2, 3. hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL INSPECTION REPf)RT -- ( 518 ) 761 - 8256 J ) Town of Queensbury (J Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NV 12804 Arrive ' ain/Dm Depart am/pm ��`'`� Inspector's initials . NAME '�^�.J � PER1v11T I' � � f LOCATION; C?ATE TYPE OF STRU E: RECHECK N/A YES NO COMMENTS Footings/Piers — T�l Monolithic Pour Form Reinforcement in Pla M �. dV� ' / iC 1 ► / The contractor is spon ble for providing protect on fro freezing 5,, level � for 4x hours fall mg a placement } j „ er3 c f of llic concrete. ��fjlr ,. tt"/+�C �-2! Materi- far (hi se on site f / ✓ -/ Foundation/Wall all ur S'/��'` lb� 'c/ r`/'f� Reinforcement in lace Foundation/t?4 roo 1 f " Backfiit Approv Ip g- /��j� / Plumbing Und Slab � .�/ A01 s-�rc/� aw O Plumbing Ven Vents in Place Rough Plumbi g _ r??+�5.' Heating Rou -In / Insulation -� 5+� Foundatio Walls Interior R- Foundation Walls Exterior R- rfjrilssRl Floors R- _ rao Walls R- Ceiling R- r Duct work or piping in unheated spaces R- ----- - 1'rop«Lrr Vent, Attic Vent aming— - - ---- -- Jack Studs/Ficadcrs Bracing/Bridging_ -_ - Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier_ Fire 'Separation I , 2, 3, Dour Penetration Sealed Fire Wall 2. 3, 4 hour_ Fi restopping___ v GEN�g VVSPRCTION Town of Queensbury Dept„ of Community Development Late inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 ,Arrive -�Can� iDta l` NAME: PERMIT # `oSL IACATION: DATE TYPE OF STRUCTURE: <YL4 RECHECK N/A YES NO CObAPAENTS Fo Monolithic iers i (J C riE� K :ate+ NRr3t3F C>V- T ' Ls alithic Four Form `L�`c3� G NCB °Pla�ce ► .� �P � ID i~ t t x F T� 1J Reinforcement in R i r The contractor is responsible far providing pro on from g J �►�� 1 for 48 hours fall the E� Mttti coil y'_. of the concrete. t�%R►_1_ j 4;F1 SLr,;C. a, Materials for this n site } �tQ � iT�F��► ��d�� A 'ST 3 `yC 1�1 '.__ «. . Fausidatian/Wallpour Reinforcement in - Pf [ d� C' 3tQL) '� Foundation/Dam Elackfill Approval Plumbing Under Plumbing Ve ents in Place Rough P1 Heati Rough-In 1 tl t4 t 5�P lsc �} ( �i wEEI �r ► f�E u�f l L Foundation Walls Interior R- Foundation Walls Exterior R- Flaars R- ,." �.�JT �I-[SDI �i�TI~ P-i c uz� f=%u.6 51 f Walls R- L PC6- TRH cJ ►rs t � Ceiling R- Duct work or piping in unheated spaces R- Froper Vent, Attic Vent Framing, Jack Stucs►'Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 21 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour Fi GENERAL INSPECTION RFP RT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Quemsbury, NY 12804 Arrive .t am/pm Depart am/pm Inspectoes inittial�_ NAME: o PERMIT # � 7 q3 LOCATION: .[Js C _ DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COhO4ENTS FaatingslPiers E Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing Protection fmm g for 48 hours following place t of the concrete. Materials for this on site Faundation/WWIPour Reinfo in Foundatio Backfill Approval Plumbing Under Sl Plumbing Vent(Ven in Place Rough Plurnbin Heating Rough-In Insulation Foundation Walls teriar R- Foundation Walls or R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- P roper Vent, Attic 'gent Framing Jack Studs/Headers Bracing/Bridging Joist ngers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour. Penetration Sealed Fire Wall 2, 37 4 ]Hour. Firestoppin GENERAL 1►NSPE+CT'ION REPORT' Town of Queensbury Dent, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive 4)� am/pm Depart dim rr Inspector's Initials Z bw NAME: G* {.[ PERMIT # � 5' ✓� LOCATION: � DATE TYPE OF STRUCK`' RECHECK NIA YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from for 48 hours llowi.ng the nt of the co Materials for this site Foundation/Wallpo Reinforcement in PI FoundationlDampproo Backfill Approval Plumbing Under S Plumbing VentJVen in Place Rough Plumbing Heating Rough-In ` Insulation `~ Foundation Walls Interior R- Foundation Walls Exterior R- Floors R.- Walls R- at Ceiling R� Duct work or piping in unheated spaces R. Proper Vent, Attic Vent n Jack StudslHeaders Bracing/Bridging __ , Joist Hangers Jack Posts/Main Beam Air Infiitrution Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 31 4 hour. Firestopping GENERAL IN$PEG'TIL1N REPORT Town of Queensbury Dept. of Community Development Date inspection request received: �. Building & Code Enforcement 742 Bay Road Queensbury, NY 12904 Arrive am/pin Depart anVpm �+ Iuspwectoes initials NAME: PERMIT # ' � LOCA'ITON: es DATE TYPE OF STRU r ..,' s� RECHECK NIA YES NO COMMENTS FootingslPiers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing P on from freezing for 48 hours f owing of the concrete. Materials for this on site Forundalion/Wal ur. Reinforcem Place Foundatio pproofing _ Backfill 1 Plum ' g Under Slab PI 'ng VentfVents in Place Rough Plumbing Heating Rough.-in anon Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in untreated spaces R- Proper Vent, Attic Vent ` ,Framin / 1! 'j / .lack Studs/ng/BrHeaders Bra+cinglBridgin Joist Hangers 'rr " ` v' lack PostslMain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hoar. Firestoppin GENERAL PE IQN fiE&aRT Town of Queensbury Dept. of Community Development Date inspection request recei Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive amJpM Depart am/1ni Inspector's Initials .�j `��J NAME: PERMIT # c� S LOCATION: C t DATE : -7 1 9�q TYPE OF STRU RECHECK N/A YES NO COMMENTS FootingsMiers f Monolithic Four Form Reinforcement in Place The contractor is responsible Vmg �� providing protecti from for 48 hours foU the went of the concrete. Materials for this purpo n site FoundationtV Pour Reinforcement in P FoundationlDam a BaickfWl Plumbing U Slab / Plumbing eats in Place Rough Pl bia Heating gh 3n 1'n ulatioa f F' (. . f'� / � "r ,� K/.'r� •/.I .cF�f�jt'� Foundation Walls Interior R- Foundation Walls Exterior R- R- Floors Walls R- Ceiling R- X> r Duct work or piping in unheated spaces R- Proper Vent, Attic Vent %frarnin Jack St"..ds'"aa Bracing/Bridging, Joist Dangers lack Postslhifain Hearn Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping. GENERAL 1NSPEC77©1V REPORT Town of Queensbury Dept. of Community Development .Gate inspection request received: 7 ' Building & Code Enforcement 1 742 Bay Road Queensbury, NY 12804 Arrive anVpmn Depart am/pm Inspector's iaw s _ NCAT71i : PERMIT # N;OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footiggs/Piers Monolithic Pour Fom Reinforcement in Place The contractor is responsibl for providing protection fromming for 48 ho Bowing the ac enient of the con Materials for ties Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Stab Plumbing Vent/Vents in Place Rough Plumb' Heating Rough-In �ation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- �r walls R- + ` ) f Ceiling. R- t_) �" �n j• ,('_ �' r- . •�g Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framian Jack Studs/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin M'ULTIFLE DWELUNG. HOTEL. MOTEL, APARTMENT ` FINAL INSPECTION REPORT Office No. (518) 761-8256 Building & Code Enforcement Date inspection request received: Depk of Community Development Town of Queensbury Arrive JL aintprri Depart arn/pm 742 Bay Road 's Initials Queensbury, NY 12884 NAME LOCATION DATE TYPE OF STRUCTURE `vf' N/ S NO COMMENTS pimney HerigttU"B" Vartllaired. Vent L.+oeation Fresh Air Locke Pltrrttb Vemt through roof Roof Complete Exterior finish complete htterior/exterior railings 34 in. to in. Exterior handrails, baloaniea, lsnn g 18 in. or mole Interior handrails stsfrs bath si 3 or more rims Guardrails 42 in. Ballisters 4 in- spa 16 boars 36 in. Headroom 7 ft_ on stairs Handrail exterior stairs bath s' mare than 3 risers Floor finish Bathinohrdkilchen watertight Interior handrails balcxani ding 18 itt. or more Railing across window in irwells ♦ Smoke detect s every level f/'/` CJ7f�► / (•- every bedroom outside every / inter connected Bathroom fans_ / Plumbing fixtures Foundation insulation /f , K Fire separation 3/4, 1, 2 hour Fire walls 1, 2, 3, hour f 17 Fire doors %. 1 'im , 2 hour Handicapped Accessibility Handicapped parking__ Handicapped signage Finish grade Gas valve shut-o$fexposeftegalator 18 in. above grade Gas furnace shut-off within 30 ft_ or within line of site Oil furnace shut-off at entrance to furnace area Fumao hat. water heater operain Relief valve(s) installed Garage fireproofing Garage penetrations sealed Furnace in separate room. protected (in garage) Ught ventilation per room Safety glazing 18 in. or less from floor Final Electrical Site PianfVarianoe required Final Survey Plat Plan As-buiri septic system layout required okay to issue temp C/o Okay to issuepermanatt C/o (Cestif: ofC)cxztpancy) Okavto issueC/C (Ccrtif. ofcomplianee) GENERAL INSPECTIQN REMR Aq Town of Queensbury } , Dept.. of Community Development Date inspection request received: Building & Code Enforcement 742 Say Road .-- Queensbury, NY 1M4 ArrivesDepart p ! ' � �, Lrsp+e�ctar'a Initi NAME: PERMIT 4r-- LOCATION: C -- HATE TYPE OF STRUCTURE: RECHECKS �' c N/A YES COMI4 ENTS Footingsl'Piers f Monolithic Pour Form � 1_ Reinforcement in Place 1 ` The contractor is responsible for ► ��U I_k [ yC C'1 t 1 ► - , ' afT providing protection m fizzing for 48 hours following placement _ LC�G of the concrete. Materials for this on si Foundatioo/Wallpour. Reinforcement in Place Foundation/Da mpproofin Backfill Approval. t Plumbing Under Slab Plumbing Vent/Vents in Plac/ Rough Plumbing. Heating Rough-In Insulation Foundation Walls Inteptor R- �l P6 4 V- l LA. V\c)�. Foundation Walls Exterior R- ,C)Eo Floors R- 1 ice`iFl LL� P�`Ci�'1 Walls R- Ceiling R- Duot work or piping in _ l Proper nIe ated Atti spaces R C+F- p,�xJ ��AN Jack Studs/Headers �" Q BracingBridgin 1 joist Bangers Jack Posts/Main Beam �l "� t h}-L t • C'f .c �fi Air Infiltration Barrier utJ Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2. 3, 4 hour L'� Firestoppmg _.._ .. IIIAILj GENERAL WSf'ECT10N REPORT Town of Queensbury Dept. of Community Development Dade inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arriveh7-owayom Dep Inspector's NAME: A I FsGH R L�r' 'r3 --nAVE'- P 13DZG PERONMOT # LOCATION: z 7,��,'1 Cy ]ofjRj_1 i-7 - DATE TYPE OF STRUCTURE: RECHECK N/A YES NO CON RENTS FootittgslPiers f Monolithic Pour Form � Reinforcement in Plane _ 2 1 1 The contractor is nsible for 'F f_Ixv__ vv �T providing protection m freezin for 48 hours following a place nt of the concrete. Materials for this purpose on st Foundationf Wallpour Reinforcement in Place Foundation/Dampproofin Back li Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbi Heating Rough-Its Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R.- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Fratn+r Jack Studs/Headers Bracing/Bridging Joist Hangers lack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1. 2, 3. hour Penetration Sealed Fire Wall 2, 35 4 hour Firestoppin � Al_ ►��lfai 1 �-i pTJ� GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Cade Enforcement 742 Bay Road Queensbury, NY 12804 Arrive Q ym Depart Inspector's NAME: PERMIT # LOCATION_ DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COM.MEN'TS FootingslPiers Monolithic Pour Form Reinforcement in Place ,,nn The contractor " nsible far V providing protecti from g for 48 hours folio the place ent of the concrete. Materials for this purpose on Foundation/Walipour Reinforcement in Place Foundation/Dampproofin Backfll Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbin l►�F3 }� q� ,t. " � Heating Rough-in 1J LEI 1 L t3F3�i M 1a'�r 1 f JCj Insulatian Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct w rk or piping in urilleated spaces R- ent, Attic Vent rrun Jack Studs/Hcaders racin ridging Joist EIangers Jack Posts/Main Beam. 1;`� �111i1� E ► b"_.71 OG. Air Infiltration Barrier11� �� R M �►� M t.. �{ ran` ;] Fire Separation 1, 2, 3, hour � � � TIC 1 Penetration Sealed 12) 'E_�f'tR l +�C� �'p�T/� !�1 t�1 k3� Fire 3, 4 hour M �'M.3t� r� o - R `lam# ` Firestoppintoppin p GENERAL aff Elf TION REPORT Town. of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road _ Queensbury, N 128©4 ArIp Y riv Inspector's Initials NAME: �x_`��4`� A 1�� l t � LA�'ERMIT # LOCATION: �7 7 t� C4!>�EAWE _ DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COru'11VIENTS FaaUingSlPiers � Monolithic Pour Form Reinfamement in Place The contractor is responsible or providing protection from inns �^ far 4g hour`s folly the p en of the concrete_ Materials for this purpose n 'te Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval lumbing Under Slab lurnbing Vent/Vents in P ,hough Plumbing, jtleaLing Rough-In wqnsulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Cei.ling R- Duct work or piping in unheated spaces R- P7roper 'Vent, Attic Vent .gamin Jack Studs/Headers Bracing/Bridging Joist Hangers lack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestappin GENERAL INSPEC Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arriv m Dep Inspectors . . NAME: PERMIT # LGCA 1 -4 NO DATE TYPE OF STRUCTURE: RECHECK NIA YES NO +CohavIENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from for 48 hours following thof the concrete. Materials for this purpose o Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Piunjbtng Vcnt/Vents in Plane Wtduoigh Plumbing !+ r"�tl 't"[ � t '"� 1��► Heating Rough-ln Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- ceiling R- Duct work or piping n unheated spaces IR- Proper Vent, Attic Vent Fram+ng Jack Studs/Headers BracinglBridg n Joist Hangers Jack Posts/Main Beam Air Infiltration Starrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 37 4 hour t OCjC*AR E -V� Firestopping_,.F��. k- � tt GI LC) w3 GENERAL IN P.E l RT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12904 Arrive. i s pttt Dep Inspector's Wti NAME: i a� 11r PERN 1T W . } LOCATION: -_�^� C� 1 DATE : Cam— 1Csr:9!1 TYPE OF STRU RECHECK'. NA YES NO COMMENTS FootingslP'ers I Monolithic Pour Form Reinforcement in Place The contractor is responsible r providing protection from ' g for 48 hours following the place t of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Play Foundation/13arnpproofiniz Backfiill Approval Plumbing Under Slab Plumbing Vent1Vents in P Rough Plumbing- Heating Rough-In hisulatiotl F Foundation Walls I rior R- ALL— Foundation Walls Yxtmor R- Floors R- Walls R- R Ceiling R- -1--� Duct work or ing in '63 ALL.:) f� unheated S R- r Proper Vent, Att' 'Vent Framdn Jack StudsJH HracinglBri Joist Hangers Jack Post&/Ma Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour pv� Penetration Sealed Fire Wall 2, 37 4 hour Firestoppin GENERAL INSPECTION REPURT Town of Queensbury Dept. of Community Development Date inspection request received. Building & Code Euforcememt 742 Bay Road e Queensbury, NY 12804 Arrive Depart] xn Inspector's NAME: b_l 1 1��'�t ' PERMIT # LOCATION: _ �( t i �yL� DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footi.ngslPiers 1 Monolithic Pour Form Reinforcement in Place '`--'L-� l 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/Wallpour, Reinforcement in Place Foundation/Dampproof"iin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation -1<"�:) sZ)CD"VkjE.- V=- Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frarnin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3744 hour hour ��... Firestoppin GENERAL INSPEC'T'ION .REPORT Town of Queensbury Dept. of Community Development Date inspection request received. Building ,& Code Enforcement 742 Bay Road � -- Queensbury, NY 12804 Arriv amp Depart Impect©r's linlf3 NAME: tx. E] .C' " a f^� PERMIIT # LOCATION: _ 2,-7 030.C.)` Cel _ kl) DATE : 11 TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS FootingsfPiers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for Providing protection fnam freezing for 48 hours following the placement of the concrete. Materials for this on site FoundationlWatll Reinforcement iun Foundation/i�ampp Backfiill Apprawal Plumbing Under Slab Plumbing Vent/Vents i lade Rough Plumbing- Heating Rough-In Insulation Foundation WaIIA Interior R- Foundation Wa Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping ifik"AA unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridgm Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL INS'PE ON Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12904 ArrivcEaL> am/�trj Depart Inspector's NAME: _ tA��C,�M A 1 ; _ PERN41"f # LOCATION: Z .71 u2)ct~.r N:M V!� DATE : _ f TYPE. OF STRUCTURE: RECHECK N/A YES NO CG NROENI S Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is responsible for .4 providing protection from freezing " C' Co- U,. G 2�00 F-LZX�5R for 48 hours following the place t of the concrete. Materials for this an site FoundatiacU Wall Reinforcement in P1 Foundationll3ampproo Eackfill Approval Plumbing Under Slab jo Plumbing VentfVents in P Rough Plumbing. �' �Fi l L- 'E H� 1 OG Heating Rough-In Z' fj 'aR it.,uT t K]'6-�Fxow Insulation Foundation Walls Interi R- Foundation Walls Extert R- � j � �� 1j [-��j f o6 Floors — PIP-J" ��`J 'K Walls R- Ceiiing R- Duct work or piping in unheated spaces R.- Proper Vent, Attic Vent Framing Jack StudslHea ere BracinglBridgm Joist Hangers � �ra ��e:��4_ -�ri� Jack Posts/Main Beam E- }�E Air Infiltration Barrier uQ 1hJ�o FrCf �' 13L 1 Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 37 4 hour Firestoppin GENERAL INSPECTION Town of Quaeensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12944 Arrive Depart s ' ial NAME_ Q PERNIIT # LOCATION_. V DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footingslp'ieis ! Monolithic Pour Form Reinforcement in Place The contractor is 'ble fa Providing proiccti from g for 48 hours fall. the p m=nt of the concrete. Materials for this Purpose on FoundationlWallpour. Reinforcement in Place Foundation/DampprooSn Backfill Approval. Plumbing Under Slab Plumbing Vent/Vents in PI Rough Plumbing. 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 R- ic Vent Framing Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack PostslMain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hourpt,�[ Firestopping wr GENERAL iN,SPE I©l+rfi REPCIRT Torun of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement _ 742 Bay Read •7, --�' Queensbury, NY 12804 Arrive C 'r Inspector's Initis i NAME: PERMIT # Ll LOCATION: DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS FootingSlT'iers E Monolithic Pour Form Reinforcement in Place The contractor is responsible f providing protection from ing for 48 hours followmg the of the concrete. Materials for this purpose Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in lace Rough Plumbin Heating Rough-in de ~ , Insulation V,= is Foundation Walls Interior R- Foundation Walls Exterior R- (=)` {^,__.� Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attie Vent Framin Jack Studs/Headers Bracing/Bridging. Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 31 4 hour Firestopping GENERAL MAE&CTItt7N REPORT } Town of t¢ucensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 74e Bay Road - Queensbury, NY 12804 Arrfiver?=m am,��__ Depart,'-' ,,,� Mspector's Iaiti NAME: PERMIT # 3 LOCATION: DATE : TYPE OF STRU 'I'[JRE: RECHECK N/A YES NO COIti4ME?gTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsib for - providing protection from ing for 48 hours following the pl ment of the concrete. ; Materials for this purpose on site Foundation/Wallpour i Reinforcement in Place Foundataion/Dampproofina_ BackFll Approval _ Plumbing Under Slab Plumbing VentfVents in Place Rough Plumbing Heating Rough-In Insulation C>T E 5T'R L L rE5} D Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Du+ct work or piping in unheated spaces R» Proper Vent, Attic Vent Frarnin Jack Studs/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin gffERAL I N Town of Queensbury Dept. of Community Development Date inspection request received* Building & Code Enforcement 742 Bay Read Queensbary, NY 128U4 Arrive ' " 1 an Depart Inspector's Initials NAME: LOCATION: ATE TYPE OF STR RECHECK N/A YES NO COMIVM74TS Footings/Piers i Monolithic Pour Form Reinforcement in Place The contractor is responsible fo providing protection from g for 48 hours following the p nt of the concrete. Materials for this purpose on st Foundation/Wallpour Reinforcement in Place Foundation/Dampproo6n Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in PI Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spades R- Proper Vent, Attic Vent Framing.1 Jack Studs/Headers ► ' Bracingffindgtng..jjAjMgAL�e, CAA Joist HagersJack Po nsts/Main Beam '�'Po1 �, N4 c Air Infiltration Barrier C' c�3TR1 53 E-. Fire Separation 1, 2, 3. hourRr�l Penetration Scaled Fire Wall 2. 3, 4 hour � � �� U F�_� �' �a` `ate erAC VE7E' I Firestoppin GENERAL INSPECTION REPORT Town of Queenshury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queenshury, NY 12804 Arrive LC}- Yarn Depart «' Inspector's Initial NAME: 1 + t, ' � PERMIT # LOCATION: 7 -7 I�"�tY�t FP R{7. DATE : t TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS FootingslPiers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing7Lth 'on from f = for 48 hou owing the pl ment of the con . Materials for o to Foundationlpour Reinforceme PlaceFoundation/Backfill Approval Plumbing Under Slab Plumbing Vent/Ven in Place Rough Plumbing Heating Rough.-In Insulation Foundation ails Interior R- Foundation ails Exterior R- Floors R- Walls R- Ceili R- Duct work or piping in unheated spaces R- `4 1 t�.G Proper Vent, Attic Vent V / Framin U EST` ©�i"v-'P� f"'�► 11` +E Jack Studs/Headers C.L_ Ike VV0 M Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL IN,SPEC'TIDN REPORT Town of Queensbury Dept_ of Community Development Date inspection request roved: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive IL•3D anV pa ` Lrspecto s NAME: 11 - ',mod. t F: �'.C7!- Mk PERMIT — -1 LOCATION: DATE ; TYPE OF STRUCTURE; ► +.] 1 RECHECK N/A YES O COUNTS Footings/Piers I 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/Wallpour Reinforcement in Place FoundationfDampproofing. Backfill Approval Plumbing Under Slab Plumbing 'Vent/Vcnts in Place Rough Plumbing_ Heating Rough4n Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceili.ng R- Duct work or piping in unheated spaces R- r Vent, Attic Vent Framin 1 — L$3 V:N LjL esmA t f36 11z� cjc " LE71� f� Jack Studs/Readers F1VIE l.k` 1 dgin Joist Hangers �t-ILaQ- ' -�.t 1 Y_� Jack Posts/Main Hearn. Air Infiltration Barrier Fire Separation 1, 2, 3, hour -C ' DvQ nk)�51 Penetration sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL ANS CTIONN REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Read Queensbury, NY 128" Arrive Xee /) am/pm Depart am Inspector's Initish NAME: �'ERMrr # �....._ LOCATION: DATE TYPE OF STRU ` RECHECK N/A YES NO COh ItiIENTS Footings/Piers t Monolithic Pour Form Reinforcement in Place The oonEractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wailpour, Reinforcement in Place Foundation/Dampproofing. Haclfxll Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbin 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 R- Proper Vent, Attic Vent I1tiI1 Jack Studs/Headers Bracing/Bridging �, // f I ,foist Hangers f 1� /MIS. Jack Posts/Main Beam. Air infiltration Barrier Fire Separation 1 , 2, 3, hour. Penetration Sealed Fine Wall 2, 31 4 hour Firestoppin GENERAL I1YS'PEG"TION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road y Queensbury, NY 12804 Arrive `. m 1 Inspector's NAME: s � ,' SKY1�?-�4 ` PE #1 LOCATION: �_`'7 ct,,� 1 [cif l DATE TYPE. OF STRUCTURE: xm s V--- k_1) l RECHECK N/A ;'YES NO COMNMNTS FootingIPiers , I Monolithic Pour Form Reinforcement in Place The contractor is responsible fort providing protection from freezing.. for 48 hours following the placem" of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Damppnao5n Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing, 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 R- Proper gent, Attic Ventoe Pramin Jack Studs/Headers Bracin&Mridging X Joist Hangers { " 7. Jack Posts/Main Beam � Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL IN,SPECTI N REPORT Town of Queenshury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12MM Arrive ' ' � fprn Depart i Inspector's Ii1ti f NAME: . t` f ' k�t kit �' �MN1� G711fi� � PERMIT LOCATION: � _ c C , � 1�u `{ Hl = t ',1 7 DATE TYPE OF STRUCTURE: RECHECK N/A WS NO CON064ENTS FootingsJPien 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/Wallpour, Reinforcement in Place Foundation/Dampproofing. Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbin Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- i Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing - t C'_ Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack. PostslMain Beam. Air Infiltration Barrier Fire Separation 1. 2, 3. hour Penetration Sealed Fire 'Walt 2. 37 4 hour Firestoppin,g GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & {Code Enforcement 742 Bay Read Queensbury, NY 12804 Arrive k �` . arn� fn Departs-- " n1 Impector's lnitiuls NAME; rat SE_ = ►�4 `t} C'� �I L��I G # � Y; PERMIT # t � LOCATION: ' C`> ; - f-) DATE : TYPE OF STRUCTURE: 11, n� - _ u RECHEECK. N/A YES NO CON4MENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is resp�o le for providing protection from ing far 48 hours following the ent of the concrete. Materials for this purpose on site Foundation/Wall�lOUr Reinforcement to Place FoundationYDamprproafin Backi[ill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing, Heating Rough-In Insulation Foundation Walls Interior R- Fouandation Walls Exterior R AL - Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing 117YI t Jack Studs/Headers — +�- -,.1 =.4 ' `�C lk='T 7� j t �� t i v i J i BracingfBridgin 1 Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier. Fire Separation 1, 2, 3. hour Penetration Sealed M Fire Wall 2, 3, 4 hour Ac Firestoppin GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building, & Code Enforcement 742 Bay .Road Queensbury, NY 12804 Arrive o�L am/pm Depart am/pm Inspector's Initials NAME: PERMIT # LOCATION: ` DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Four Form Reinforcement in Place The contractor is responsible for providing protection from freezing lY v ,Hc.a+. r.�is� s-wi� for 48 hours following the p ment Of the crate. Materials fo this purpose o site Foundatio 1pour Reinforcement t Place Foundation{Dam 6 Backfill Approval Plumbing Under Slab Plumbing Ventl4'ents Place Rough Plumbin Heating Rough-In Insulation Foundation W s Interior R- Foundation W s Exterior R- Floors R- Walls R- Ceffing R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracmg/Bridgin9 Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Pe�nptration Sealed %Pfre Wall 2. 3, 4 hour Firestoppin GENERAL LVS'PECTl+f7N REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement -- 742 Bay Road Queensbury, NY 12804 Arrive am/pm Depart Inspector's NAME: PERMIT # LOCATIO : DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS FooungwPiers I Monolithic Pour Foam Reinforcement. in Place The coD is resp0 le far Providiart m g far 48 awirt the went of the Materials o site FoundatiooReinforcePIFoun[EatiBackfUl Plumbing Under S Plumbing V=,Cn in Place Rough Plumbin Heating Rough-in Insulation Foundation Walls Interior R- Foundation Walls Exterior R- F'loors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attie Vent Framin ,Tack Studs/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fine Separation 1, 2, 3, hour Penetration Sealed mall 2, 3, 4 hour Firestaplrin 19 ] V \ C -u GENERAL INSPE� JON REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building. & Code Enforcement 742 Bay Road Queenabury, N1' 12804 Arrive '5jjDM Depart - Inspector's NAME: > 11 � -. MIlti'`St PERMIT # LOCATION: `? ��[7 tA 'L------ICJ:] DATE : L4 — z'3� —"�1� TYPE OF STRUCTURE: , 1�4 i3t sr RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Farm Reinforcement in Place The contractor is responsible Mir ti providing protection from ing for 48 hours following the p nt of the concrete. Materials for this purpose on site Fourrdation/Wallpour Reinforcement in Place FoundatianlCYaInpproofin BackTill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough4n f� Insulation Foundation Walls Interior Foundation Walls Exterior - Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attie Vent Framin Jack Studs/Headers Br acing/Bridgin Joist Hangers Jack Posts/Main Beaux Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 31 4 hour Firestopping GENERAL INSPE IUN RE , (J/)t Town of Queensbary Dept, of Community Development Date ins petion-req - received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive Dep ' pm Inspector' NAME: MIT PER 4 LOCATION: DATE TYPE OF S RECHECK sz�.) %1,%A Xzwo /COMMENTS F tingsJPiers Monolithic Four F Reinforcement in Plane f The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. 4 Materials for this purpose on site Foundation/Wallpour � Reinforcement in Place Foundation/I3amprpmofin Backfill Approval r Plumbing Under Slab Plumbing Vent/Vents in Place Rough PI in Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- FloorsW Z.-" '�Rr�. R alls - Ceiling, R- Ducat work or piping in unheated spaces - Proper Vent, Attic Vent Framing. Jack Studs/Headers Bracmg/Bridgin . Joist Hangers Jack Posts/Mai Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL INSPECTION REPORT Town of Queensbary Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrivt 1)ycpart Inspector's DAME: Vjoaymn I PERMIT # LO CATION; DATE : TYPE OF STRUCTURE: RECHECK N/A YES N cohdwm 1TS Footings/Piers Monolithic Pour Form. Reinforcement in Place The contractor is responsible for / providing protection from freezing fff for 48 hours following the placement i of the concrete, r' Materials for this purpose on site Foundation/Wallpour, ' Reinforcement in Place Foundation/Dampproofin B 11 Approval umbing Under Slab Plumbing Vent/Vents in Plane Rough Plumbing Heating Rough-In Insulation f Foundation Walls Interior R- Foundation Walls Exterior R.- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper 'Vent., Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Pos2s/Main Beam Air Infiltration Barrier. Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin ^ �Zt \ May GENERAL INS » RT � r Town of Queensbury r, Dept of Community Development Date inspection request received: I f Building & Code Enforcement 742 Bay Read Queensbury, NY 12MM ArriveaOUC9001 Depart Inspector's NAME Y1Lk PERMIT # �rcW LC3CATION: DATE TYPE OF STRUCTURE: RECHECK r LAVA YES NO COMMENTS FootingsfPiers Monolithic Pour Fo VV.V�-tiN' Reinforcemept in P al e ki�Ci The contractor sponsible for providing pro 'on from ft+eez' for 48 h rs fa awing the pl nt Of the co Materials for ttu se FoundationlW pour, Reinforcement ' Place Foundatio pproofin Backfill Appr 1 Plumbing Un Slab Plumbing Ve cuts in Place Rough lamb ng H g Rou -In-- Insulation " EkAhtft Foundation Walls Interior R- Foundation Walls Exterior R- U -l*loidrs R- Walls R- Ceili ng R- Duct work or piping in unheated. spaces R- Proper Vent, Attic Vent FramI Jack Studs/Headers Bracing/Bridging. Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping / GENERAL INSPECTION REPORT Town of Queensbury - Dept of Community Development Date inspection request recclved: Building & Code Enforcement 742 Bay Road Queensbury: NY Inspector's 12804 Arrive does �s NAME: PERMTr # LOCATION: DATE : TYPE OF STRUCTURE: RECHECK N/A YE O COMMENTS "M ___ngtlPiers Monolithic Pour Form Reinforcement in Place The contractor is responsi for providing protection fra ing for 48 hours following th p went of the concrete. + Materials for this purpose o site Foundati0n/Wa III pour Reinforcement in Place Foundabion/Dampproofin Backfiill Approval Plumbing Under Slab Plumbing 'V'ent/Vents in P Rough Piumbin 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 R- Proper Vent, Attic Vent Framing Jack Studs/Headers, Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping. FS iL111f11 CQYTA4l � — I i _wl�� r� MINE AET+w I I RAN i 31SIf! TV, i-G'—i,*ff s �7 9ot�l T 3/51 { all ! FS i t CD y l'11 I - M lim i .rJ f i O ?Arm ti X i" 0 C IN FOUNDATION/SLAB FLAN - AREA A m µ o pi 'l ITS. GENERAL DYSPECTION REPORT Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement 742 Say Road Queensbury, NY 12804 Arrive `7l d m �•Depart �� , .inspector's NAME: PERMIT # LOCATION: r / DATE : 1. ! TYPE OF STRUc `� RECHECK N/A YES NO CON 04ENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible or providing pro on from ing for 48 lours foil wing the went of the concrete_ Materials for this Foundation/Wallpour Reinforcement in Place Foundation/Dampproosn Backfill Approval ing Under Slab Plumbing Vent/Vents in Pl Rough Plumbing 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 R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging-_ Joist Hangers Pack Posts/Main Beam Air Infiltration Barrier -� Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping GENERAL INSPECTION REPCJRT"' Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 say Road Queensbury, NY 128" Arrive )`s am/PM Depart `Am/pm Inspector's Initials NAME: r�FN!L► &ILLCc=.f! V IC,. L)PERMTF # LOCATION: DATE : TYPE OF STRUCTURE: C Cl RECHECK // � � tx.y N/A YES N© CC7MN4ENTS %/Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for Providing protection from frt=wg for 48 hours fallowing the Placement of the concrete. Materials for this purpose on site Foundation/Wallpour Raeinforcement in Place Foundation/Darnpproo Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P Rough Plumbing. Heating Rough4n Insulation Foundation Walls Interior R- Foundation Walls Exurior R- Floors R- W'alls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Suers Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour. Portion Sealed Fire Wall 2, 3, 4 hour Fi GENERAL MSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Itnxd Queensbury, NY 128" Arrive Depaft Inspectorls -� NAME: -E ,GHOL 6aoE �,,,,,,7 ,?. PERMIT 4 LOCATION; DATE : TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footin�►,slPiers 1 Monolithic Pour Form Reinforcement in Place The contractor is responsible providing protection from for 48 hours following,, placement of the concrete_ i Materials for this purpose site Foundation/Wallpour Reinforcement m Place Foundation/Dam Backftll Approval Plumbing Under Slab Plumbing Vent/Vents n Plane Rough Plumbin Heating Rough-In Insulation v�6F11 -.fir Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic gent Framing Jack Studs/Read Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3. 4 hour Firestoppin GENRRAL INSPECTION REPORT Town of Queensbury Dept, of Community Development Date inspection request recceived: Building & Code Enforcement 742 Bay Road Arrive �� +fir �►eP a PinQueensbury, NY 128(!4 jaspector's NAME: tIF # LOCATION: TYPE OF STRUCTURE: C, r5 t 1 M� PA KNIL RECHECK N/A YES NO CoNeViENTS Footings/Piers Monolithic four 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 n 1roundationf Wallpour ReWorcement in Place Foundation/Da Backf ll AppWval Plumbing Under Plumbing Vent{Vents i L Place Rough Plumbing. [� Heating Rough4n Insulation Foundation Walls b terior R- Foundation Walls E Ktcrior Floors R= a }� W�s Ceiling R' Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studsflleaders BracingBridgin Joist Bangers Jack posts/Main Beam. Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 31 4 hour Firestoppin GE1yER,�L CTI AV REPORT W Town Of Queensbury Dept_ of Community Development Date inspection request received: Building & Code Enforcement 742 Bay ,Road Queensbury, NY 12804 Arrive Depart Iaspectar s NAME: I x �(" ,�11 ,` , ��Q ")NA PERMIT # — LOCATION: li n n fia S e L� DATE : _ L4 TYPE OF STRUCTURE: RECHECK NIA YES No COUNTS Footings/Piers � Monolithic Pour Form Reinforcement in Place - The contractor is responsible f providing protection fro ing for 48 h rs following p t of the con Materials for this pn► Foundation(Wall r Reinforcement i Foundatio pproo BackfiH Plumbing U Slab Plumbing t/Vents in Place Rough Pl Heating Ro -In Vim telatian Foundation Walls Interior R. Foundation Walls Exterior R. Floors R- Ceiling R- Duct work or piping in % i_� _ X unheated spaces R_ l` C7; tt]l1 Proper Vent, Attic Vent Fr min Jack Studs/Headers Bracing/Bridging Joist hangers '� Jack Posts/Main Beam. Air Infiltration Barrier _ Fire Separation 1, 2, 3, hour Penetration 'Scaled Fine Wall 2, 3, 4 hour Fintappin GENERAL LbAE CTTU.N REP QR Town of Queensbury Date inspection request r+ecelved0 Dept of Community DeYeloprnent ]Building & Code Enforcement .--- 742 Bay Road Arrive ,� Dep'�Y Queensbury, NY 12844 y � spector's PERMIT # NAME= DATE ; LO CATIQN: cr-.cst�A TYPE OF STRUCTURE' RECHECK N/A YES NO �Mlti'��S FaatingsfPiers 1 Monolithic Pate' Fa Reinforcement in p The contractor is nsible f r providing protection m in for 48 hours followin the p ent Of the concrete. Materials for this purpose on to Foundation/Wallpaur Reinforcement in Place Foundation/Damppraofin Backkf U ApprOval Plumbing Under Slab plumbing VentlVents in Place gh plumbing rrn:ulation ting Roug�n (`�� Foundation Walls Interior R- C, �"\ p `•.�.v dation Wails Exterior R- loors R- Walls R" Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Fraxniri Jack StudslFieaders Bracing/Bridgin Joist Bangers Jack Posts/Main Beam Air I.nfatration Barrier Fire Separation 1, 2, 3, hour penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL L5 CTi NN A'EPoRT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am/pm Depart a� Inspector's InitialsR NAME: S PEE NUT # ' LOCATION: DATE : TYPE OF STRUCTURE: RECHECK // NIA ZNO COMMENTS Footingsf NUS Monolithic Pour Form Reinforce ent in Place The aanctor is re nsib for providing � from ing for 48 hours fo placement of the concrete. Materials for this on site Foundation/Wallpour Reinforcement in P Foundation/Darnpp Backfill Approval Plumbing Under Slab Plumbing VentfVents "n Place Rough Plumbin 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 R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging, Joist Hangers .lack Posts/Main Hearst Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL IN�CTIff REPORT Town of Queensbory Dept. of Community Develapment Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am/ptn Dep� �P ,.- 1. Inspectoes Initials NAME: �c �� '► �c�r PERMIT # I LOCATION: DATE TYPE OF STRUCTURE: RECHECK N/A YES NO CCRV vIENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection hjPi for 48 hours followingent of the concrete. Materials for this purpose Foundation/Wallpour. Reinforcement in Place _ Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P r gh Plumbing. tu►g Rou n A ) / Insulation ► " Foundation Walls Interior R- undation 'Walls Exterior R» loors R- Wal.ls R. Ceiling R- Duct worts or piping in unheated spaces R.- Proper Vent, Attic Vent Framin Jack Stud%4icaders Bracing/Bridgin Joist Hangers Jack Posts/Main Rearn Air Infiltration Barrier Fire Separation I. 21 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL &aEECTIIJN XEFQRT c Town of Queensbury Dept. of Community Development Date inspection request received* Building & Code Enforcement 742 Say Road Queensbury, NY 129" Arrive am/pm Depart l Inspector's Initials Q NAME: lkArnS PERMIT # LOCATION: j Q&ck&e:N u G. DATE TYPE OF STRUCTURE: RECHECK f/� N/A YES N COMMENTS i.�Footings/Piers � Monolithic Fo7inPlace n � ReinforcemenThe contracsponsible for providing proecon from freeziu for 48 hours following the place ent of the concrete. Materials for this on site Foundation/Wallpour Reinforcement in Place Foundati on/Dampproofin Backfill Approval Plumbing Under Slab Plumbing 'Vent/Vents in Place Rough Plumbing. 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 R- Proper Vent, Attic Vent Franttn Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL fNSPEC'TT©lV RE RT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 .Arrive am/pm Depart am/pm We LInspector's Initials NAME: r PERMTr # LOCATION: 'T DA YPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS 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 ooncrete. Materials far this n site Foundation/Wallpour Reinforcement in Place Foundation/Da 9g packfill _ J.Plumbing U Slab Plumbing Vent/Vents in Place j ,j;OfMaugh Plumbing A-55 7- )12o P3 I-seating Rough-In Insulation �a Foundation Walls Interior R- k> Foundation Walls Exterior R- Floors R- Walls R~ Ceiling R- Du,ct. work or piping in unheated spaces R.- Proper Vent, Attic Vent Frannie .Pack Studs/Headers BracingBridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour. Ftrestopping GENERAL IN,S'PECTIO©N REPORT Town of Queensbury ) PM Dept of Community Development Date inspection request received: Dept Building, & Code Enforcement 742 Bay Road Queensbury, NY 128" Arrive %X j::> �.-- ][nspector's Initials NAME: PERMIT # S + LOCATION: DATE TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS �'� • .e I Monoliths Form Reinforcement in Place _ The contractor is respoas' le for providing protection fro freezing for 48 hours following a Placemtent of the concrete. Materials for this on Si undationlWallpo Reinforcement in Place _ FoundationlDampp ng — Backfill Approval Plumbing Under Slab Plumbing VentfVents in Place Rough Plumbing, 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 R- P'roper Vent, Attic Vent Framing Jack StudsfHeaders Bracing/Bridgin Joist Bangers Jack PostslMain Beam Air Infiltration Barrier Fine Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 37 4 hour Firestoppin GENERAL I11fSPEG'3"IUN REPORT Town of Queensbury `----3 Dept. of Community Development ,Date inspection request received* Building & Code Enforcement 742 Bay Road Queensbury, NY 12904 Arrivo1A*?f>apQjE Depart is ilni NAME: PERMPI' # - LOCATION: DATE : TYPE OF STRUCTURE: �- RECHECK N/A YES O COMMENTS F tings/Pi I ow lithic Po Form _ Reinforcement t Place _ The contractor ' reap sible for providing pra on m for 4$ hours foil the pl ent of the concrete. Materials far this an site Faundation/Wallpour Reinforcement in Pi Foundation/D Backlill Approval Plumbing, Under Slab Plumbing VentlVents In Place Rough Plumbin Heating Rough-In Insulation Foundation Walls Interior R- Foundation Wails Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 27 3, hour Penetration Sealed Fire Wall 2. 31 4 hour Firestoppi ng GENERAL ffWXCT ON REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am/pm Depart 1"pectoes Initials NAME: t� � Mfl �� ►� ai1 �TERMTT LOCATICIN_ ZZ � rtic N .t,. � ATE "TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS VootingslF'iers Monolithic Pour Forma. C&,' Reinforcement in Place The contractor is respnnsi r Pranyina4ce n freezing for 48in the place t of the Materialon site Foundati Reinfo* eFoundatiinlumbing c+ _ 1S T Plumbing Vent/Vents in Place Rough Plumbing. Heating Rough-In insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- W'alls R- Ceiiing R- 1]uct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Readers BracingBridgim Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1 , 2, 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL .+t? fEEC"T N aE VRT Town of Queensbury Dept. of Community Development Date inspection regaest received: Building & Code Enforcement 742 Bay Road ' Queensbury, NY 12904 Arrive am/pnt Depart am/pm Inspector's Initimis ' '-- '" NAME: _ �(-'�� G.&011J �S PERMIT # LOCATION: DATE ; TYPE OF STRUCTURE: RECHECK NIA 'YES N COMMENTS */Footingslpiers I Monolithic Pour Form Reinforcement in Placed The contractor is respo ble € providing protection freez' g for 48 hours following a ent of the concrete. Materials for this on st Foundation/Wall' Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Ventf Vents in P Rough Plumbin Healing Rough-In Insulation. Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridigin Joist Hangers Jack Posts/Main Hearn Air Infiltration Harrier Fire Separation 1, 21 3, hour Penetration Sealed Fire WaU 2, 37 4 hour Firestop m 041 GENERAL INSPE'C77ON REPORT Town of Queensbury Dept. of Community .Development Date inspection request received* �— Building & Code Enforcement �7 742 Bay Road 1L�-f v r Queensberry: NY 12804 Arrive pector°s NAME: 1~ C-�t-4A '4�7 - ' q{�PERMIT # LOCATION: DATE : SS —P(5. TYPE OF STRUCTURE' CjO M t A d L.DG- 7 b �( RECHECK NIA YES NO COMMENT Monolithic Pour Form 42einf'orcement 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 1 " Foundation/Wallpour. Reinforcement in Place Foundation/Dampproofing Backfill Approval *Plumbing Under Slab41C Plumbing Vent/Vents in Places Rough Plumbing 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 R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed. Fire Wall 2, 31 4 hour Firestoppin r GENERAL INSPECTION Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Hay Rand Queensbnry, NY 12804 Arrive Z!; „ Depart c �, Inspector's NAME: PERMTr LOCATIO DATE TYPE OF STRUCTURE; RECHECK N/A YESzNO COMMENTS ers f Monolithic Pour Form Reinforcement in Ph= — L The contractor is responsible for providing protection from freez' for 48 hours following the meat of the concrete_ Materials for this purpose on Foundation/Wallpour .. Reinforcement in Place - Foundation/Dampproofin Backfill Approval _.. V- Plumbing Under S1aE� �C�� 7r VAV 1 z Plumbing Vent/Vents in lace Rough Plumbing- Heating Rough-In insulation Foundation Walls En nor R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 31 4 hour Firestoppin Z 1 GENERAL PEC N REPORT 'Town of Queensbury Dept,. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road --- Queensbury, NY 128" Arrive?.t _ nSpector's Initi -- NAME: ► PERMIT 4 LOCATION: DATE TYPE OF STRUCTURE: RECHECK Oe NIA YE O 'CONS Monolithic Pour Form Reinforcement in Place The contractor is responsible or providing Protection from ing for 48 hours following the t of the concrete. Materials for this purpose n Si FoundationJWallpour Reinforcement in Plac e Foundation/DampproofingC . � Backlill Approval tRt6dbing Under Slab 4V t3 v71. ` �- � �r Plumbing Vent/Vents in Place Rough Plumbing 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 R- Proper Went, Attic Vent Frain* Jack Studs/Headers Bracing/Bridging Joist Hangers lack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1, 21 3, hour Penetration Sealed Fire Wall 2, J, 4 hour Firestoppin. GENERAL INSPECTION REPORT � Town of Queensbury Dept. of Community Development hate inspection request received: Building & +Code Enforcement 742 Bay ueensboui y,N oad Qh Y 12804 Arrive Depart Inspector's (� NAME; PERMIT # 1 LOCA71ON: DATE : TYPE OF STR RECHECK 1A YES NO COMMENTS Footings/Piers ! Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection froth ing for 48 hours following the ment of the concrete. Materials for this purpose on site FoundationlWallpour Reinforcement in Place Foundation/Dampproofin B it Approval ng Under Slab INN 64 Plumbing VentfVents in Place Rough Plum 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 R- Proper Vent, Attie Vent Framing Jack Studs/Readers BracinglBridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin GENERAL INSPECTION REPORT Town of Queensbury Dept. of Commtuoity Development Date inspertion request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12844 Arrive o2'-A0 am/pm Depart am/pm Inspector's initials NAME: PERMIT # LOCATION: DATE TYPE OF STRU l RECHECK N/A YES NO COMMENTS FootingslPiers I Monolithic Four Form Reinforcement in Place The contractor is responsible providing pro on fromo� crr� s far 48 hours folio ent of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place F+oundation/Dampproofins Back fill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbin Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiliung R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beath Air Infiltration Barrier Fire Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin f GENERAL IN.SPECTIt7N RE�P�RT Town of Queensbury Dept. of Community Development Date inspection request reeeivoe& Building & +Code Enforcement 742 Bay Road Queensbury, N-V 12904 Arrive -'! `� Depart tpectoes Initials NAME: Qaf 5 PERMIT # LOCATION: EEO DATE : TYPE OF STRUCTURE: Fl r RECHECK NIA YES NO COMMENTS Fpotings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the place Mt of the concrete. Materials for this purpose Foundation/Wallpour � Reinforcement t in Place Foundation/Damppr g Ba,ckfill Approval Plumbing Cinder Slab( Plumbing Vent/Vents in Place Rough Plumbin 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 R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging Joist 1langers Jack Pasts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL ffiaBELYTONREPOR Tower of Queensbury Dept. of Community Development Date inspection request received. Building & Code Enforcement 742 Bay Road ` Queensbury, NY 12804 Arrive am/prn Depart ° P a Inspector's Initii?als ! / NAME: A 0 � PERMIT # 75 5 ( 3 LOCATION- _ ir�%e�c� Act_ DATE : I TYPE OF STRUCTURE: RECBIECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing tecuon fromfreez" r 4g hou following the cut of the con terials for this on site Foundation/Wall Reinforcement ' Place Foundatio pproofing _ -- Backfill oval �]PI Under Slab P1urnbrn9 Vent/Vents in Place Rough Plumbin At1RF,!NO-T 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 R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1 , 21 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road (� Queensbury, NY 12MM Arrive am/pm Dep ` 1 am/pm d� Inspector's Inithda +�-- NAME: W G'�Lb�E} h9S PERMIT 4 LOCATION: „ UDC 6=z� _ DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/P"iers Monolithic Pour Form Reinforcement in Place The contractor is respousi r providing protection fro g for 48 hours following a pia nt of the concrete. terials for this on site oundation/Walipo Reinforcement in P ► f�A�C J2N P pion A • �-�� t��` iJ Foundation/Dam BackC�ill Approval Plumbing Under Slab J Plumbing Vent/ S in Place Rough Plumbin Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceilin,g R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studsffleaders Bracing/Bridging Joist Hangers Jack Posts/Main Seam Air Infiltration Bamier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hoar Firestoppin GENERAL iNSFECTIL7N REFO7RT ,/ Town of Queenshury Dept. of Community Development Date inspectia request received: Building & Code Enforcement 742 Bay Road ( ' m Queensbury, NY 12804 Arri an 1pm Depart p Insp 'S Miitws NAME: �� PERPviI'I # / ��~ LOCATION: fJ _ DATE : 2 L TYPE OF STRUCTURE: CK N/A NO CC NOAENi"S , ^ Footings/Piers � c>{zGir{,G.S C._. c�3M..�`C �-7� Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours fallowing the placement of the concrete. Materials for this purpose on site Foundation[Wallpour Reinforcement in Place Foundation/Dampproofm Hackfill Approval Plumbing Under Slab _ Plumbing Vent/Vents in Place Rough PL 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 Proper Vent, Attic Vent Framing Jack Studs/Headers BracingtBridgjn Joist Hangers Jack Posts[Main Beam Air infiltration Barrier Fire Separation 1, 21 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Fir��trnming GENERAL Ln! P � l N� REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road ` Queensbury, NY 12804 Arrive am/pm Depw1a _ pp Inspector's nspectos I occ nitials NAMB: i �I Ar hS PERmrr # LC CATKIN: _ . . !Lri_ DATE : 2 t) TYPE CW STRUCTURE: RECHECK NIA YES N CCf1WIIa1LWS Footings/Piers I / Monolithic Pour Form O jAJ I� Cl Reinforcement in Place The contractor is responsible for providing protection from ing for 48 hours following p t of the concrete. Materials.for this on site Faundatia all Reinforcement P Foundabo PRO V d►J � T•'�k L `. Ain-C�c' f� 3 Badtfi'ill Approval ��OE�6 L�> Plumbing Under Plumbing Vent/V nts in Place Rough Plumbin Heating Rough-i Insulation Foundation W is Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in J� y fo unheated spaces R- L JU 1 Proper Vent, Attic Vent Framing, Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1, 27 3, hour. Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REFQRT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am/pm Depart Pin , ff Inspector's Initials NAME: PERMIT # LOCATION: 2• DATE : 2� TYPE OF STRUCTURE: RECHECK N/A YES N COMMENTS Footings/Piers I Monolithic Pour Farm Reinforcement in Place � AJO The contractor is responsible for providing protection firom fireezin for 48 hours following the place nt of the concrre Materials for this on site _ Foundation/'Wallpour Reinforcement in Place Foundation/Dampproofnn -— -� Badkfl l Approval Plumbing Under Slab Plumbing Vent/Vents in Placd Rough PI 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 R- Proper Vent, Attic Vent F N Jack Shuls/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL IN EECTI©N REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am/pm Depart ` ''r am/pm Inspector's Initialsden ____ NAME: Cc`' � ) PERMIT # LOCATION! Lt 7 ogs'44 u C— t DATE : x- ? ` !` ; TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic four Form Reinforcement in Place The contratctor 's responsible for providing pro firotn for 4 hours foliawin a cement e concrete. terials for this on site oundation/Wall ' Reinforcement in Place ' `Foundation/Dampproofing. Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbin Heating Rough-In Insulation Foundation Walls Interi R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1 , 27 3. hour Penetration Sealed Fire Wall 2, 3. 4 hour Firestopping GENERAL INSPECTION REPORT t Town of Queensbury QQ Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Qu+e'ensbary, NY 12804 Arrive am/pm. Depart r" Inspector's Initials NAME: PERMIT # - 1 LOCATION: TE : TYPE OF STRUCTURE: RECHECK J NIA NO COMMENTS ,✓/ oodngs/Piers � 41 ; �'� j�-/✓i.�{�,� Monolithic Pour Form Reinforcement in Place The contract -is responsib for providing pro 'on freezing for 48 hours fo g placemen of the concrete. Materials for this on si te ]]� G7 .F- frouadationlWallpo Reinforcement in . e4j� Foundatio fia Backfill Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing, Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceilin,g R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frtrn�*�. Jack Studs/Headers. Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Harrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL I1YySPE+�'TIf�1V REPY3RT Town of Queeusbury Dept. of Community Development Date inspection request received: Building & Cade .Enforcement 742 Bay Road Queensbury, NY 12904 Arrive % ) am.4&� - Dep Inspector' 's In NAME: Lk.� '��t-A1� t �.3 . PERMIT #E ' LOCATION: 2. '7 l .�l�C �A+ ELD DATE : TYPE OF STRUCT{JRE: L RECHECK. NIA YE NO COMMENTS Footingsl!''iers Monolithic Poour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 h following the placement of the con te. Materials for tht on site Foundation(Wallpo _- Reinforcement in ace Foundationi pproofin& _ „ -- Ba ckfill Plumbing Under Slab Plumbing VentNents in Place Rough Plutnbin 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 R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firing GENERAL INSPECTIUIV REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Say Road Queensbury, NY 12904 Arrive part Inspector's Ini s NAME: s PERMIT' # LCJCAT10N: 7071 { 3 0c) D R C~1 DATE TYPE OF STRUCTURE: RECHECK / N/A YES O CUMNiENTS */Footings/Piers ! anolithie Pour Farm enforcement in Place The contractor is responsible for providing protection for 48 hours followin the p nE of the concrete. terials for the on si VSoundation/W ur uforcement in �aundatian/Dam ackC ll Approval Plumbing Under Slab Plumbing Vent/Vents iP Place Rough Plumbing _ Heating Rough-In � Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Fl,00rs R- Walls R- Ceiling R- Duct worAin ng in unheats R- Proper Vent, ent Framing .Tack Studrs Bracing/ Joist Han Jack PasteamAir lnbltratierFire Separation , , 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL LMSEECT ION REPORT Town of Queenshury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Read Queensbury, N-V 12804 Arrive In$pector'$ In1tJ .--"�- NAME: � PERMIT # LOCA"ON: DATE : TYPE OF STRUCTURE: RECHECK / NIA YFO NO COMMENTS JFootings/PiersV L i onaIithic Pour Farm Reinforcement in Placae The contractor is responsible for providing protection from freezing for 48 hours following the 5ment of the conLinPlace terials forose a •,/ undationA einforceme Foundation/ BackTall App Plumbing Under Slab Plumbing Vent/Vents ji ;Ph;a%c;x42;� Rough Plumbing Heating Rough-In Insulation Foundation Walls terior R- Foundation Wails xterior R- Floors R- Walls R- Ceiling. R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridgin Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL INSPECTI NN REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Rand Queensbury, NY 12MM Arrive `am,5i ,« part Inspector's f ' Inspector's Zniti NAME: I�t PERMIT # LCICATION= uoo c 3r' B uc—, Er--�EIZr DATE TYPE OF STRUCTURE. RECHECK vnen Pi N/A YE NU COMMENTS FootingslPiers kz\C4 I ! Monolithic Pour Form Reinforcement in Place The contractor is responsible f r providing protection fro ' g for 4 hours follvrvin e p rnent of the Crete. Materials for t s se on site Foundation/Wall t 11 Reinforcement in Lace Foundation/Dampproofing. ,Back ll .Approval Plumbing Under Slab Plumbing VentlVents in Place _ Rough Plumbin 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 R- Proper Vent, Attic Vent Frarning Jack Studs/Headers Bracing/Bridging, Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2. 3, 4 hour Firestoppin y GENERAL ANWPECTION REPORT Town of Qneensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay RoadOa Queensbury, NY 12804 Arrive am/pm Depart� � �mn/p Inspector's Initials �1� L/" NAME: PERMIT # 2) LOCA ON: DA - TYPE OF STRUCTURE: RECHECK N/A NO C ON06 ENTS I ooungs/Piers t - I AL "Cr - "✓ ��7 E `3o Monolithic Pour Form Reinforcement in Place The contractor is responsible r providing protection from ing for 48 hours following placement the concrete, terials for tlu on si oundation/Wail Reinforcement in y4w. Foundation/Daroofing Backfitl 1 Plumbing Lander Slab Plumbing Vent/Vents in Place Rough PI in Healing Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R.- Wails R- Ceilin,g R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/I-ieaders Bracing/Bridging Joist Bangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1 , 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Fi restoppin ..w GENERAL IN PE I N RE FOR Y Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road -- Queensbury, NY 12904 Arrive ' l:3 at��- Hepart - Inspector's luwaw:- NAME: ors.. '"" PERMIT # LOCATIC} : DATE : u--EVR OF STR RECHECK NIA YES NO COMMENTS tiags/Piers I Monolithic Pour Form Mr Reinforcement in PlaceThe contractor is responsproviding protecti n fi-,o[Tfor 48 hours followin of the cDncrete. Materials for this purpos/on site !� `" ►�� - '� � 1.` E �'� �C3 C 1 !7 Foundation/Wallpour ' op%Lkk- C7 1 F1� l t.J End Reinforcement in Place Foundation/Dampproofing. BackftH Approval 1 5�'P► 1�1�J k� ► 'LAC�3 M C Fi`� 1 O f� Plumbing under Slab Plumbing Vent/Vents in Place Rough Plumb' �r� 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 R- Proper Vent, Attic Vent Fratnin Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3. hour. Penetration Sealed Fire Wall 2. 3, 4 hour Firestopping. c) z o�P, tA GENERAL INSP CT I NN REPQRT Town of Queensbury Dept, of Community Development Date inspection request received: Building & Code Enforcement r LC 742 Bay Road , } L Queensbury, NY 12804 Arrive3rE am/pm Depa « Lispector's Initial - NAME: k0 V:= G5 t-I R Q , > PERMIT # - LOCATION: Wn0[)N 4a l DATE TYPE OF STRUCTURE: RECHECK f N/A YE NO COMMENTS %6 FootingsJPiers Monolithic Pour Form inforcernentin Place The contractor is responsible providing protection from freez' for 4$ hours following the ment of the concrete. Materials for thi on site Foundation/W 1pour Reinforcetne in Place Foundation/Da mpproofin Backfill Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbin 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 R- Proper Vent, Attic Vent Framing Jack. Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration. Sealed Fire Wall 2, 37 4 hour Firestoppin _ r GENERAL IN CT;I N REPORT owl Town of Queensbury C} Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bap Road I Queensbury, NY 12804 .arrive ]2'MaxX?j Depart Inspector's Initials .� NAME: _ t' ERMIT # LOCATION: TYPE OF STRU RECHECK NIA YES O COilDAENTS 1.-- iratingsJPicrs I Qj u� 1 G Monolithic Pour Form Reinforcement in Pt The contractor is responsibh r providing protectie ing far 48 hours foilo p t of the ncrete. �-t Materials far site �Ei� F +'�T DTI t („� Foundation/W ur Reinforeeme in PlaceC.1'#FlT1j T Foundatio pproofin � 7 . Backfilt Plumbing Under Slab #-Plumbing VentlVents in Place UJ, Rough PI Heating Roug Rough-In Insulation s Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Wall.s R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack StudsMeaders 13raci nglBridgin Joist Hangers Jack Posts/Main Beam. Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Walt 2, 37 4 hour Fi restoppin GENERAL MA89C!?ON REPORT Town of Queensbury Dept. of Community Development Date inspection request received; Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive am/pni Depart 62 Inspector's. 11nitii als NAME; �^+ � `-- PERMTT # LOCATTON; DATE ; C7 TYPE OF STRUCTURE: .RECHECK NIA YFU� NO COMMENTS tingslPiers 1 Monolithic Pour Form j Reinforcement in Place The contractor is respa ible f r providing protection m fig ing for 8 hours followin the pi a ment / of th concrete, iFoundatio aterial ar this on 'te allpour � - c' F C. ) f{-4.4L Reinforcement in Foundation/Da ling _ /v • 4 c_ Backfitll Appra Plumbing U r Slab _ Plumbing Vent/Vents in Place Rough Plumb' ' Heating Rougli-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R_ _ Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing Bridging Joist Hangers Jack Posts/Main Beam - Air Infiltration Barrier Fire Separation 1, 2, 3. hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 2-13- 199S 7 : 27AM FROM P. t c LY " 1 CIRCLE ST ROCHESTER H_Y- 14 " THE(r'�@W1 Z56 ftX ("67 271.5141 ~ COMPANYIKE Time DAVIE HAITIN From: ICHIIEL FLANNlEeR11 ECT iYIANACiE12 Face 18-746-"37 Pommel PleaewOwbn 12A)SMO own UEENBBURY ASSISTED LMNQ am MIKE CLANCY ❑ Urgent ❑ Far Rrvlew ❑ pleases 1Awnrerent C] Please Reply ❑ P'Nmma RaeyAwe LAVE, COPIY OF THE ANSIL i LS 1 REPORT FRCI d FIRE FIGSMNG EQUIPUPW CO. INC. ANY QUESTIONS PLEASE CALL ME (716) % 1304205 THAI�iKS, MIKE 2- 13-1996 7 = 27AM FROM P. 2 I I +' l4� 1994 13 : I8 PPOM FIRE FZ6MTtH6 E &'�f : '� . Co _ Tq I716?496726 P . 91 -y trrw^ "Ir".. ICI�IIIC Issm pt:s� xpzm ftxr (323) 733-V244 FAX *rRANSM)S SIGN ,dCOVER PAGE DATE : � t � tat -y TO : [compony) _PIKE. � FAX 0 : 7/ �" " [ (oper ATTN FftQM : fu',xeE, 4.s po NulYfsER OF Pads : fl► t I .,z . co,► ..t Pasa+) RE: IQy,E.EA+s +s *wwww:waiw4ilaw� wwhww:ww+.ww•�t�rw�+�,rww M$3SA1. E *•Rws�*wwwwwww♦..*wwwwww�w«*wrwwwwwwwr,�w+r 12LAPrIF., `1 7k?} f.rs r .�lg"Je.0 eOgr .• des•..-- .its JSAJ c� W eV r4 J r t. � - GVev c. �� vw T-a S 6.c..► AS • /�'/d'.� Fa +�+'7"t.c �. E�n.� /'�" J�_ �J�+� IIt► ,i TI L 4/ '" Erg. . ■ ? 1C alle'7. R�► 0 R. � ._.._sl ► S7 rE w t wr1 J51% a1y%4 Y2.;jw, /3f .; 'l !j T '7V dAJ&-•cam 7rV f . ra 2-1 3--1 995 7 - 28AM FROM P. 3 . kl � l9+' 1999 13t 18 Pk4H FIRE F ; 4H�rtH$ EQ45 : ' . CCl . 74 kT36T($¢?26 p , gg _ Ar� - PIST"HavTon Can tpfR,`ATla" WSy^LLAT1t]N • INSpt*cTKm ran.ANSM n-tol On iq -402 IIES'TAiJitMT ri E wpvnESSIQtf s"!Isye#4 Cudogw tlamr [ aired Addnma 27 WaCP half! Rand - Outl•enmsb+ury, f4y 12694 SYST04 ONE frlodN - R-102- 3 Gallon UL , 300 _-- Nanetrer a7 rtersias and mart No. Nrewi►sr of djp$gC r(a) and 41OW" ra+Rr►{t Er►segtr almomaif dr+r?acs - IYpv and size _.. .. .:... 01" r aQxresewy egv+pt�c+te pwo+ritfod ,._. .. - .... TV" Imaulfa11w"T , N%Xwoer as dum(s) •rural sae 1- ~ _.__ _ — _ _. _ __ i�vnum Sfza _ 1 ,,. Oats" ApgNlaraces and size (► OTU: LWA ;"Aun a% from an l0 0914) R 3Sal,Z�._. 1 . *Mace. _ rf-fir Mo �,O„ eras+. 3, C3U, . S�'CjjP•F�p . tvA.reMbrr of nartztes of No. , . . Nilmber of detsmm(s) and degreeal mvy shut-vV duvkms - type OFF sire d dd. k _ — G'19r;Ov - . Ti�Ki trq�tPlMEIVT fwtrrrrt►er of *+et;a) attd s+so -. ---- - - - _ __ — .____ f•'wm", Size .- 1 ' rAxodng Applfsrtoes ,and size p^IvM Llst c4vltaricvs frown IAt tv 6L") { Ta BS COMYLETEP 8r INSTALL01 gig YES I t NO Ylto ri.,s eupltreestioat yY", ye Is W WNy:tcd i" acoc►tfarmo wnsr liter naamduckw'or'a inslrWO000 i. Wp E#rrrdatd 90o 17 and f YA (cunw" i4-dwv), farad nO RPPNCAWO rA4616 arld local codes It 4 a rvRuft'enjmg of the rrr+ "ftme%m r and recan"werrdalfwr of 1►ra Nelfonall Pke PWOMCMP Assaalatfen "$M th& tiro syaaemt lltr h speated arad wed every 8 nrahtlM foe pt'OfaW a7s- i term opgruU rr. Crkcpptior W ad'G pmrisFaria of Ptl- :'rA 96 Mat were otraOrverd prp reWcd tallow. W YES [I No Alt otc+csrkat week or Work WOoAdlad lIF a;hers t0 cervWX40 *Tslem 401a a" co"VOUfed. i a YES t'1 NA GvVY is Msenual wAfr rrir .14r. 7ryJ - AIiDIItESS _. ... .._ _.- _ . ING 9ml aAm ,Poem floc 7�x l�?" M.KW"Alt 13M i nro nt •1M.+ W.vmN•1 et^ v.,,. son_. ..• • •; A Plsi M Pt TOTPL P . e2 ......yyyyyy.. The Pike Company �N +QUETNSBURY ASSISTED LIVING PIKE COMPANY JOB# 98384 D. O.H. CERTIFICATIONS &. CLOSEOUT MIKE FLANNERY - PROJECT MANAGER MIKE CLANCY - PROJECT SUPERINTENDENT General Contracting The Pike Company Inc. Pike Branch Offices In Albany I Buffalo Construction Management One Circle Street, Rochester, NY 14607 125 Wolf Road, Albany, NY 12205 Specialty Contracting Phone: (716) 271-5256 1 800 264 PIKE 1 Fax: (716) 271-3101 Phone: (518) 446-0431 Facility Services E-mail: pike@pikeco.com I Online: www.pikeco.com 5500 Main Street, Buffalo, NY 14221 Program Management Phone: (716) 633-3133 Otis Elevator Company {{ ■A■ ■■ lVarlhPmeriean Area '1� `. Y f �w Is 24 Colvin Avenue A United Technologies Company Albany, New York 12206-1289 (518) 459-161 1 Fax: (518) 459-3931 November 10, 1999 THE PIKE COMPANY ONE CIRCLE STREET ROCHESTER, NY Attention. Mr. Mike Flannery Reference; Contract Number: 427287 ASISTED LIVING FACILTY Dear Mr. Flannery, In compliance with the specifications for the above Contracts, Otis has warranted to the general contractor to repair or replace any defects in material or workmanship that may develop in each elevator within one ( 1 ) year from the date of completion and acceptance of each elevator. This warranty does not cover ordinary wear or tear, improper use, vandalism, abuse, neglect by others, insufficient maintenance or causes beyond our control- TIILS WARRANTY IS IN LIEU OF ALL +OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING ANY WARRANTIES OF MERCHANTABILITY DR FITNESS FUR A PARTICULAR PURPOSE. This warranty is also subject to the terms of our Contract. Sincerely, ©TIS ELEVATOR COMPANY Alex Ferguson I Construction Superintendent AF.ec Otis Elevator Company L North American Area 24 Colvin Avenue A United Technologies Company Albany, New York 1 2206- 1 269 (51 S) 459.161 1 Fax: (51 S) 459-3931 November 10, 1999 THE PiK.E COMPANY ONE CIRCLE STREET ROCHESTER, NY ATT: MR_ MIKE FLANNERY Reference: Compliance document for job 427287 ASISTED LIVING FACILTY Dear Mr.Francesconi, Please accept this letter as confirmation that the Otis Passenger Elevator, machine number 427287 recently installed in subject building, have been full load tested and installed in full compliance with all AMSE/ANSI Safety Code requirements and applicable Handiapped Code. Very truly yours, OTIS ELEVAfTO"R' COMPANY Alex Ferguson J Construction Superintendent AF: ec atis A Uraltod Tocltnalopi•s ComWAny FINAL ACCEPTANCE City �� , � �� r_ CLvcr_- .J IS ELEVATOR COMPANY Date 1 � — 1 iD - C4 Ladies and/or Gentlemen: We have examined the Elevator furnished and completed by you in r t Building in. this city. The elevator appears to be satisfactory and in accordance with your idontract and we fiereby accept it. Note. Elevator Cab (enclosure) and Hoistway Entrances have been thoroughly inspected and found satisfactory. Yours truly, / sales No. 'F' e'er F.-t '7G. " tit 1 r #Contract with (Signuure and tine ibf d6mon accept' u ! (Printed name of person accepting) KEY ACKNOWLEDGMENT f The following keys, necessary for the proper operation of the above named elevator, have been turned over to me along with complete instructions on the operations of the elevator. QUANTITY� UANTITY Emergency Side Exit Keys Lobby Panel Keys UTA Keys Emergency Door .Key (UmieF-CAuss) UTF Keys Utility Cabinet Keys U17B Keys Hoistway Unlocking Device (w/ Brochure) Light Switch Keys O.M.M.S Manuals Fan Switch Keys OTIS SERVICE EQUIPMENT Any counters, meters, tools, remote monitoring devices, or communication devices which we may use or install under this Contract remain our property, solely for the use of Otis employees. Such service equipment is not considered a part of the Units. You grant us the right to store or install such service equipment in your building and to electrically connect it to the Units. You will restrict access to the service equipment to authorized Otis personnel_ You agree to keep the software resident in the service equipment in confidence as a trade secret for Otis. You will not permit others to use, access, examine, copy, disclose or disassemble the service equipment or the software resident in the service equipment for any Purpose whatsoever. If the service is terminated for any reason, we will be given access to your premises to remove the equipment, including the resident software, at our expense. CUSTOMER - PLEASE NOTE THE FOLLOWING. The Now Installation Service (N.I,S.# ) will begin immediately and will continue for months. The warranty period will begin immediately and will continue for months. t Should any problem develop in the operation of this elevator, please call Otis Elevator Company at 1 -800-233-5847. (Operator will request the name and address of the building, and the elevator number--should there be more than one elevator in the building.) 4broTIED. ff/ • ' , r% .� -' #, r am l/ Company) (Pam nf,eaeCEpeing) Form 426 (REV 3/99) i I Polished chrome plate finish t P>r coded handle index buttons t uaturn standard operating caruidges J Union coupling on supply arms i 1A2 " NPS male inlets I .Maximum ware thickness is 1 lie " for concealed fittings I Vegetable sprays include integral ASSE 1025 hose spray anti-siphon divener or alternate handles. aerators, spour%. operaring cartridges, xher options and technical inforn:atiorr, see pages 46 to 57. 1 typical rough-!rc for this bodystyle appears an page 63, Allfaa$oettareAlu compliant ,'i OOAM with 8 centers. L9 9' s out, 369 handles, side ti E3 aerator with 2.0 GPM @) 80 PSJ. Base model, use this number when raA+ building variations. 201A sarneas above less spray. , ! M 7 ows r cenun/contoulyd drdc ■ r("Mirt/tolleeahrd Bede • 8" tealsrs a V centers mu r spout a Low profsk boss w is I' spoul / HAa r spout 369 hordes / 1$86-1 K flh- spout / 1000 hanlRes a 1000 handles F12 awalor with 2.0 GPJA a 80 PSI ■ 369 hmugos ■ E3 aerator with 2.0 GPM 0 80 M1 ■ E12 aeralaar with 2.0 GPM 0 80 PSI / 36" maailswasl dricleress amunting sLwfoce ■ E3 Derain with 2.0 GPAL a 80 PSI #lA NA3 mar as oboes WO side ragerlabk*W. i8dd mrm as abater so i0001andAK 1102soma*as obQVV WjM W 6 royetaW Wry. 1102-W sww as o6art with ude reAmble Wray, i . s r ' t t tOdvVowmwlad deck a Ir wnters/tmwaaled deck w 8" ceeters/conceoled deck 0 hurdles +V ull tr spout a GIi81l r $Paul 1000 1 D00 6orAn / 317 C 61oda harulles 13 owoter with 2.0 GPM 0 80 PSI • 17 2 oeratec with 2.0 GPM a so PSI a E3 aerwov with 2.0 GFM 0 80 PSI a6m milk side IMAAS== as*bare +rich rldie 2 NOA43.3l7 tome as above w6h side R !Rre 'S(phMVT +u�`guip�nent Gro., ' `nc. P.O. BOX 702 1510 SUNSET AVENUE UTICA, NEW YORK 13503 (315) 733.2321 October 5 , 1999 The Landing at Queensbury 27 Woodvale Road Queensbury , NY 12804 ©ear Enclosed are two copies of a service contract for the Fire Protection System installed at The Landing at Queensbury , 27 Woodvale Road . If this contract meets with your approval , sign bath copies , keep one for your records and return one to this office for further processing . This contract must be in effect to satisfy N . F . P . A . Regulations 17 and 96 , local and State Fire Codes , Insurance regulations and manufacturer recommendations . Thank you for your consideration . Please. call me if you have any questions . Very truly yours , Andre J . Esp sito Systems Manager Im Enc . FIRE-FIGHTING 1EQUIPMENT CO , INC. • COMPLETE LINE OF FIRE EQUIPMENT • P.O. 13OX 702 COMPLETE LINE OF SAFETY EQUIPMENT SALES & SERVICE 1510 SUNSET AVE. GLOVES ANSUL KITCHEN SYSTEMS EYE PROTECTION HALON SYSTEMS UTICA, NEW YORK 13503 RAIN WEAR SMOKE DETECTION 315/733-2321 HARD HATS, ETC. HOSE & BRASS RESPIRATORS EXTINQUISHERS SAFETY CANS INSPECTION AGREEMENT &.: CL'• RTIf'1 CAT E OF COMPLETION FOR K ITC I IEN SYSTEM We hereby authorize you to perform the normal semi-annual maintenance and inspection of our automatic extinguishing Systeni(s) in accordance with the manufacturer's reconinicndations and/or requirements of the insurance rating organization having jurisdiction. For the above service, we agree to pay you the suns ol- $ 70 . * for 1 systein(s) payable semi-annually oil the date service is perlbrined. We understand that the above fec sloes not cover any repairs to the System or replacement of any parts of equipment that are found to be necessary_ Fusible links, which are to be replaced at least once annually, arc to be furnished at an additional charge. This authorization shall remain in force for one year from the elate llerCUf and shall, without further writing, be renewed and continued in force for successive periods ofone year until and unless we or you slla1I give to the other 30 days notice in writing that it will be inoperative a the end of the [lien current year. Annually, you may increase the cost of each System inspected by no snore than five ($5.00) dollars per inspection. fire lighting Equipment Co., Inc. 1510 Sunsct Ave. 1'.0_ Box 702 Utica, New York 13503 The Landing at Queensbury _ (315 ) 733-2321 Customer's Business Name Signed By : Signed By: � �/� ✓bc` Street 27 %'Voodya[e Rd Date: QueensburY NY 12804 City, State, Zip Code Links (360) $ $JRtlk $5 (500) $ 1Q 00 $8 Links changed annually per NFPA 17, 17A, & 96 Or semi-annually, per ma nu fact urcr's requirements Telephone hate Any invoices outstanding over 30 days will be assessed a 1 . 5% finance cliargc per month. If the above contractual agreement nicets with your approval, please sign both copies, return one to our office and retain the other for your records. Y L { FIDE- FIGHTING EQUIPMENT COOP INC. • COMPLETE LINE OF FIRE EQUIPMENT - P.G. BOX 702 COMPLETE LINE OF SAFETY EQUIPMENT 46ar SALES & SERVICE 1510 SUNSET AVE- GLOVES ANSUL KITCHEN SYSTEMS EYE PROTECTION HALON SYSTEMS UTICA, NEW YORK 13503 RAIN WEAR SMOKE DETECTION 315/733.2321 HARD HATS, ETC. HOSE & BRASS RESPIRATORS EXTINQUISHERS SAFETY CANS DEALER' S CER0I7II1ICATE OF COMPLETION `I'lliS letter is to certify an inslallation of ANSUL 3 Gallon UL 300 RESTAURANT 11001) DUCT PRO'I'ECI'ION EQUIPMENT, WIIIC'lI IS LISTED BY A NA'I'IONALLY RECOGNIZED TESTING LABORATORY WHICH NIAIN-- TAINS AN ACCEPTABLE PERIODIC INSPECTION OF SUCII LISTED EQUIP- MEN7", HAS BEEN INSTALLED AND 'TESTED ON THE PREMISES AT: The Landing. at Queensbury 27 Woodval+e Read Quepnsburu NY 12804 IN AGItEEMENT WI'TlI 7411ICI 'I'I:I'tNIS OF THE LISTING, TIIE MAN UFAC'TURE11"S PRESCRIBED PROCEDURES, NaF*P.Am #961 INSURANCE AND FIIiE REGULATIONS. a40m,4 Andre J. Esposito Systems Manager 4 ZAP r S`V514-M A(:(.EYrI A.N(J. 13-75 di 1 Contractorrs Material and Test Certificate for Aboveground Piping y rRocaDuna . � rx]nKllatlon of work, +nspectton and Reels ah Ni be made by the confraatar'e rspr►seMafive and wifnesaetl by an owners I. rrpreeentative. All defects shell be carreclad and system leh et service berore conlrector's personnel finally leave the job. car c ntr*ckw. sill be rued d I of o pees i by bplh refueeenaetives. Copies shall b1 prepared for approving authorilies, owners, and canrracror. YI Is understood Ilte owner s represenutive's s"Itire in no way prejudrees any claim agsinsl contractor for laulfy mml►rsm. poor workmensryip, or failure to campy with approving eue)oflty'e r equiramenrs aw local ordinanc►s. PROPERTY NAME DATE -` PROPERTY ADDRESS 4 7J ACCEPTED BY APPROVING AUTHORITIES {NAMES, ie7�' ti 1.J ADDRESS PLANS INSTALLATION CONFORMS TOACCEPTED PLANS YES EA No , EQUIPMENT USED IS APPROVED ® YES Q NO IF NO, EXPLAIN DEVIATIONS r I HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS YES TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE Q NO OF THIS NEW EQUIPMENT? IF NO, EXPLAIN i INSTRUCTIONS HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES? Q YES ® NO 1. SYSTEM COMPONENTS INSTRLlCTfONS © YES NO t: 2. CARE AND MAINTENANCE fNST'RUCTIONS 3. NFPA 25 Q YES Q NO r Q] YES Q NO w LOCATION SUPPLIES BUILDINGS M /I OF SYSTEM 46 YEAR OF ORIFICE TEMPERATURE g MAKE MODEL MANUFACTURE SIZE QUANTITY RATING � 3 f rr e+ SPRINKLER$ sr rr �/ 0 /tr4a fr rr r r a, re r PIPE AND Type of Pipe - FITTINGS Type of Fillings ALARM MAXIMUM TIME TO OPERATE VALVE ALARM DEVICE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MON SEC INDICATOR DAY VALVE Q O D I t _ MAKE MODEL SERIAL NO MAKE �- M DEL -• SERIAL NO. ' DAY PIPE TIME TO TRIP TIME WATER ALARM OPERATING THROUGH TEST WA;ER AIR TRIP POINT REACHED I OPERATED TEST CONNECTION' PRESSURE PRESSURL AIR PRESSURE TEST OUTLET 1 PROPERLY MIN 5EC _ I P5f PSf PSI MIN �---SEC YES NO wilhoulfi--- __._. _ ___ _. _- -----. -.__—.-- —.- . Q.O.D. + _ oao I I _1. j IF NO. EXPLAIN '--- -- - -- -- -- I ME ASURED FROM TIME INSPECTOR S TEST CONNECTION IS OPENED Figure 9. 1(a) Part I 1996 F04t ran ------------------ I.f 13,76 IY�7al.l _-\ IJ[ TN OF SI*R/NKK[ EA SYS-1 F.Ms OPERATION C� PNEUMATIC (J ELECTRIC © HYDRAULIC /� ffJ PIPING SUPERVISED [D YES �] Np I DETECTING MEDIA SUPERVISED / 1" /ram i� YES N4 DOES VALVE OPERATE FROM THE MhNUAL. TRIP, REMOTE, OR BATH DELUGE AND CONTROL STATH]AT$ YES i� ND PPEACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT 1F NO. EXPLAIN VALVES FOR TESTING CD YES [� NO MAKE MOOE1 I DOES EACI�f CIRCUIT OPERATE DOES EACH CIRCUIT MAXIMUM TIME TO SUPERVJSFON LOSS ALARM? OPERATE VALVE RELEASE? OPERATE RELEASE —� YES _ NO YES NO MIN SEC PR S LOCATION MAKE A SETTING STATIC PRESSURE ESURE L RE I S FLOOR MODEL- RESIDUAL PRESSURE FLOW RATE DUCNG (FLOWING) VALVEYE T _ ^� INLET (PSI) OUTLET (PSIJ INLET (PSI) OUTLET P � ( S.I FLDW (GPM) HY- Der(,ST&Mi HydrOSTStiC taSIS V`iall be Riede ai not less than '—.) above staUC pressure in excess or 15p 200 psi {t9.8 harp) For 2 hours p rs psi l be bars) Open during Ohs last to prevent lama Psi (10.2 bans? kx 2 hours- DIITerenUo dry-pips valve Clappers 3l�all be ran TEST ga. AM aboreyround piping log keg* snaM 1]e etoAped. DESCRIPTION P(I(EUA,L6T� : Establish 40 psi 2 ? bar in 24 Iwurs. Test P C s) sir pressure and measure drop which ph" not exceed I Yr Pressure lanks at normal water level and air presayris and measure sir pressure Psi it bard not O*C~ 1 'h psi (0-1 bars) in 24 hours. 7. Wbp, whwGh shan ALL PIPING, HYDROSTATICALLY TESTED A1s..C� pSl (_ BAAS) FOR � HF1S OF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED 0 Q EQUIPMENT OPERATES PROPERLY YES NO F�L YES © NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THATADDITIVES AND CORROSIVE Cti♦=MK AL$, SOD1LfM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE MERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS . OR OTHER CORROSIVE CHEMICALS ? YES C NO TESTS � READING OF GAUGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: PSICONNECTION OPEN WIDE: UNDERGROUND MAINS AND LEAD IN CONNECTIONS TO SYSTEM PSI BARS) CONNECTION MADE. TO SPRINKLER PIPING RISERS FLUSHED BEFORE VERIFIED BY COPY OF THE U FORM NO. 85B M YES = NO OTHER FLUSHED BY INSTALLER OF UNDER_ EXPLAIN GROUND SPRINKLER PIPING I_I YES M NO OF POWDER-DRIVEN FASTENERS ARE USED IN = YES CONCRETE, HAS REPRESENTATIVE SAMPLE © NO IF NO, EXPLAIN TESTING BEEN SAT rS FACTOR I LY COMPLETED? BLANK TESTING NUMBER USED LOCATIONS � ---- GASKETS �] j NUMBER REMOVED WELDED PIPING YES NO �--- IF YES, . . DO Yt7t1 CERTIFY AS TIyE SPRINKLER CONTRACTOR TWAT WE PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST ] YE5 r —1 NO f AWS O40.9, LEVEL AR-3? WELDING + DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST [J NO AWS Dto 9, LEVEL AR-3� YES DO YOU CERTIFY THAT WELDING WA,$ CARRIED OUT IN COMPLIANCE I WITH A DOCUMENTED OUALITY CONTROL PROCEDURE TO ENSURE _ THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE C.. .i YES f SMOOTH. THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? CUTOUTS DO YOU CERTIFY THAT vOU HAVE A CONTROL FEATURE TO f (DISCSI ENSURE THAT ALL CUTOUTS (DISC 51 ARE RETRIEVED? Y YES mm NO vigor* 8-1(a) Pare Y. 4 1998 e oil-or, SYS i'F.M ACC:INVYANC:L r 13-77 HYDRAULICNAMEPLATE PROYIDE6 DATATAIF NO, EXPLAIN NAMEPLATE � YES � NO REMARKS DATE LEFT IN SERVEC£ WITH ALL CONTROL VALVES OPEN NAME OF SPRINKLER CONTRACTOR SIGNIATuRES — �✓ � - .�. TESTS WITHessfaa aY FOR P RTY OWNER CSfONiEay TITLE ` DATE p FOR SP " C GNEOy TITLE DATA; Aaa1TIONAL EXPLANATION AND NOT S _. t3i3 �I'1 '3 dy : F,b 51U /41577J6 NORTHERN MECHANIC44L PAGE 132 NORTHERN MECHANICAL.. SERVICES INC 30 Progress Blvd. ©ueensbuny. New York, 12804 Ph (516) 745-1537 Fax (sill) 746473d Date: November 17, 1999 To: The Pike Company One Circle Street Rochester NY 14607 Re: Queensbury Assisted Living Facility 2a Wood Vail$ Queensbury NY 12804 Sirs: As per your request we submit this letter stating that we have installed and inspected the HVAC systems at this facility. All HVAC systems are operational and performing as per equipment design. Sinosreiy, �' fCIG rf Richard Rozeil President A[ :C:1-IFI it YC.k, Contractor/s Material and Test Certificate for Aboueground Piping 1 AAOCEDUgE ri UPon cuMnplOWn of work, in*~ion and lest shall hs made j 4 represenfalive. As defects shall r e corrected And oY the oal[racFors rSiprpenflttrvs and wrinsssed by an awngr's 1 system leh in service btkfOre cOrltreclgr'e personnel "ally laa Vo the /ao. A CertWcale shall be liked Out And eig rep by both repreaerlleliwoa. Copies shall be proprred Ipr approving pvthwilles, owners, end + Contracclair, to Is understood the owner* repmssrA@tive'a nature in na I wontinansf"O, W Iilkue 10 Comply wllh require rm War Weludw,es any claim against conlrsctor for 140ty Material. poor appravkrg authority's r kcal ordir ances. PROPERTY NAME _ DATE PROPERTYADORESS ACCEPTED BY APPROVING AUTHORITIES (NAMES) ADDRESS PLANS INSTALLATION CONFORMS TO ACCEPTED PLANS ISO YES bpiUI EQUIPMENT USED IS APPROVED ND x IF NO, EXPLAIN DEVIATIONS YES NO r l HAS PERSON IN CHARGE OF FIRE EOUIPMENT BEEN INSTRUCTED AS —'�k: ^ . TO LOCATION OF CONTROL VALVES AND CARE AND MATENANCE YES [� NO WtV ff! OF THIS NEW EQUIPMENT? IF NO, EXPLAIN INSTRUCTIONS HAVE COPIES OF THE FOLLOWING ,SEEN LEFT ON THE PREMISES? � YES 25LNO t, SYSTEM COMPONENTS INSTRUCTIONS YES NO 2. CARE AND MAINTENANCE INSTAUCTFDNS 3. NFPA 25 YES NO LOCATION YES No OF SYSTEM SUPPLIES BUILDINGS x9 Moe cfra- 4009 Toe C:fl ► ► YEAR OF ORIFICE TEMPERATURE ?MAKE MODEL MANUFACTURE SIZE QUANTITY RATING k SPRINKLERS or r ' ' ft �► /f r r E' G — ri r r PIPE AND I Type of Pipe FITTINGS I Typo of FII[tngs ALARM MAXIMUM TIME TO OPERATE VALVE t ALARM DEVICE THROUGH TEST CONNECTION OR FLOW TYPE MAKE MODEL MIN SEC INDICATOR _— DRY VALVE - ` it MAKE MODEL SERIAL NO. MAKE MODEL I SERIAL NO. D PIPE TIME TO TRIP i Y TIME WATER ALARM OPERATING { THROUGH TEST WATER t AIR TRIP POINT REACHED I OPERATED TEST CONNECTiONI PRESSURE PRESSURE AIR PRESSURE TEST OUTLET I PROPERLY MIN BEG_ PSI PSI _.� _ _. PSI YES NO Wilhoul - O.O Q wilh IF NO, EXPLAIN 'ME ASUPEO FROM TIME INSPECTOR'S TEST CONNECTION fS DIRE NE Figure 8. 1I■I Part 1 . "J�J6 EnlOn i f.`"s l-:Yl.I-T, I'fCiN OF SPRINKLER .+YSI F:MS OPERATION PNEUMATIC I'D ELECTRIC HY'ORAULiC PIPING SUPERVISED [-] YES (J No DETECTING MEDIA SUPERVISED DOES VALVE OPERATE FROM T'HE MANUAL TRIP REMOTE, OR BOTH YES [D NO CONTROL STATIONS YES DELUGE AND i - -- _IONS L 1 ND PREACTION IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT VALVES j FOR TESTING IF NO. EXPLAIN YES �] Np i MAKE DOES EACH CIRCUIT OPER _ AkODEi, I SUPERV 'C'N LOSS ALARM? MAXIMUM TIME ISI ATE DOES EACH CIRCUIT E o I -- OPERATE VALVE RE y t YES NO YES LEASE . OPERATE RELEASE NU MIN SEC PRESSURE aQCOOORN MAKE a MODEL SETTING _ STATIC PRESSURE RESIDUAL PRESSURE REDLK:ING (FLOWING) f FLOW RATE VALVE TEST INLET (PSI) OUTLET (PI INLET (pSl) OUTLET (Pgl) I FLAW (GPM) blyC651216TIC HydrvataliC reels Shari be --- aboI static pressure in excess or 1 rnada at not lass than 2w psi (13.g txarr) for 2 hours w TEST open during the real to Prevent da `� Aa1 (I0.2 bars) IIN 2 hours. DMhSrN►lisF 8D Psi (3.e bars) Wisps. All abbvaground Algirm 4eUv ShW ba-pipe valve Clappers ehaiE be leh DESCRIPTION (,NE_uAAM. Establish 40 psi (2.7 bars) air pressure arfd measure crop, which Shari not exceed I ve psi (G. f bars) ihor n 2 hours-1 's_y heal pressure tanks at normal walsr Leval and air pressure and measure air pressure drop. whicrl shall Pat (0. 1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED ATZ©SYES B©) F R '•Z HAS IF NO, STATE REASON DRY PIPING PNEUMATICALLY TESTED E'OUIPMENT OPERATES PROPERLY No YES C7 NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE , SODIUM SILICATE OR DERIVATIVES OF SO-SYSTEMS DIUM SK.ICATE, CHEMICALS OSIVE CHEMICALS WERE NOT USED FOR TESTING OR STOPPING BRINE. OR OTHER CORR CM YES 0 NO LEAKS? TESTS DR1IIIN READING OF GAUGE LOCATED NEAR WATER RESIDUAL PRESSURE WITH VALVE IN TEST TEST SUPPLY TEST CONNECTION: ,.� er (� RS 'CONNECTION OPEN WIDE: kw UNDERGROUND MAINS AND LEAD IN CONNECTIONS To SYSTEbt RISERS FLUSHED BEFORE P37 {._BARS) CONNECTION MADE TO SPRINKLER PIPING VERIFIED BY COPY OF THE U FORM NO. gag 0? M YES No FLUSHES? BY INSTALLER OF UNDER- OTHER EXPLAIN GROUND SPRINKLER PIPING Cf YES Q NO IF POWDER-DRIVEN FASTENERS ARE USED ON Q YES CONCRETE. HAS REPRESENTATIVE SAMPLE Q NO IF NO, EXPLAIN E TESTING BEEN SATISFACTORILY COMPLETED? BLANK TESTING 'NUMBER USED I LOCATIONS - GASKETS 1 NUMBER REMOVED �� I WELDED PIPING ED YES L�K NO IF YES. . . -- DO YOU CERTIFYAS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST i_� '�AWS 010.9, LEVEL AR-3? YES Nq WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE: REQUIREMENTS OF AT LEAST L YES �� NO r AW$ p#U.4. LEVEL AR-3? DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE THAT ALL DISCS ARE RETRIEVED,O RE THAT OPENINGS GS IN PIP114G ARE !..� ] YES NO SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED. AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? CUTOUTS ' DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO sy� (DISCS) ENSURE THAT ALL CUTOUTS {DISCS) ARE RETRIEVED' YES f NO F'iru re 8 I x1 Part Y 799E EOIbo : I3-77 NYDAAULJG NAMEPLATE PROVIDED DATA WINO. EXPLAIN NMNEPLATE ( . YES © NO REMARKS DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN -- NAME OF PRINKLER CONTRACTOR SILiNATURE3 _ TESTS WITNESSED 6Y FOR P RTY Or A (SIGNED) TITLE qft tr f DATE FOR R TOR IGNED) TITLE BATE ADDITIONA4 EXPLANATK]N AND NOTE .. srs'i l•.a`t n<:[-l:i"i ,rvc�l. i3-75 Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE UPM COMP10 bn of work. tnsprction and t*at* shall be made by the ConWSLMr`s r alpresMtrltve and witnessed by an own*"^KK* Irth+e. All ONects shall De ConretW and sysSam leh in serYICe bsfilre cOntraCtOes personnel finally loave Me job, A oarlflrcue allall be /haled txA and signed by Uotlr reprq I eseM*dv*s. C*Pi" &hair be Prrpered for approving authors ies, Owners, and GOnkaCtor. Ill Ps understood the ownses MpreaentativWs signature in no way Pr*iudiC*a any claim against Contractor lof faulty rnrtef.ai. poor WOrlrrn Wr6hip. of failure 90 Comply with approving auithortWil; requinpffm tta Or 10001 ordinances. PROPERTY NAME I QATE -� PROPERTYADDRESS c.+J ,ram G - ----- t�C l r7 1)O '.�S..CJri +C71 ACCEPTED BY APPROVING AUTHORITIES (NAMES) i'a 2 ADDRESS PLANS 1 INSTALLATION CONFORMS TO ACCEPTED PLANS l YES N1 ,t EOUiPMENT USED IS APPROVED ( YES [-J' NO IF NO, EXPLAIN DEVIATIONS I t t HAS PERSON IN CHARGE OF FIRE EQUIPMENT SEEN INSTRUCTED AS '� YES I� NO TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN t INSTRUCTIONS 44 6 HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES? YES ram' NO f 1 . SYSTEM COMPONENTS INSTRUCTIONS © YES © NO l}' 2. CARE AND MAINTENANCE INSTnUCTK3NS [�I YES © NO 3. NFPA 25 ] YES C-D NO m LOCATION SUPPLIES BUILDINGS �+f� r +• OF SYSTEM YEAR OF ORIFICE TEMPEfWFURE }} MAKE MODEL MANUFACTURE SIZE QUANTITY RATIfJG I : SPRINKLERS C" N '• J J •+ k; �� rJ eJ ICI y/ G.aJ r• Ir N / r C� L�i..1 •r r !I PIPE AND Type olPipe FITTINGS Type or Fittings G"P C? �" �.- ►J u MAXIMUM TIME TO OPERATE ALARM ALARM DEVICE THROUGH TEST CONNECTFON VALVE TYPE MAKE Idb£7EL MkN SEC OR FLOW INDICATOR A007^iijif N e 7X. '--�-- DRY VALVE O O. D- - MAKE MODEL SERIAL NO, MAKE MODEL SERIAL NO- D14Y PIPE OPERATING I WATER ...... .�.y�_ CONNECTION' PRESSSI RE PREP _ TIME TO TRIP TIME WATER ALARM THROUGH TEST AIR j TRIP POINT REACHED I OPERATED TEST t SSURI�_AIR PRESSURE TEST OUTLET � PROPERLY .TS±- _ --- - -= PSI M1N _ SEG YES _..IVO _ wrtnour With 0.0-01 1 I IF NO. EXPLAIN IMEASURED FROM TIME INSPECTOFTS TEST CONNEGTtON IS OPENED Figure a- lisl Parr 1 . r 996 E[imgn I , -L I 3,7Fi ^ • r IVti !':Yf.I h') IC1N S,ip Sf'IIIN)C f,Ek SYS'1'F.MS DPERATION 0 PNEUMATIC Q Et.ecr lC [� HYDRAULIC PIPING SUPERVISED [� YES © NO DETECTING MEDIA SUPERVISED DOES VALVE OPERATE FROM THE MANUAL TRIP, REMOTE. OR BOTH Q YES (� rylD DEL E AND C°"T� STATIONS C71 -fes F--j NO PREACTPON IS THERE AN ACCESSIBLE FAC+LfTY IN EACH CIRCUIT VALVES FOR TESTING IF NO. EXPLAIN CJ YES M NO DOES EACH CIRCUIT OPERATE MAKE MODEL SUPERVISION DOES EACH CIRCUIT LOSS AUIgM? MAXIMUM TIME TO YES OPERATE VALVE RELEASE? OPERATE RELEASE NO YES IMP MIN SEC PRESSURE 6 CATION MODEL MAKE & SETTING STATIC PRESSURE RESIDUAL PRESSURE ! FLOW RATE REDUCING (FLOWING) VALVE TEST INLET (PSI) OUTLET (PSI) INLET (PSI} OUTLET (PSI) FLOW(GPM) )iYDROSTATif: HydroslafFC fasts shall W abow Static Pressure in excess of 1 mach of not ba4 Ihan 200 Psi 413A hums) Nor 2 hours or 50 PSI All sbc bits for 2 hours. DHIsren11a1 Psi l be bees) DESCRIPTION open during [he last to Firavaret demage. AY ahcw6grO Ind p4Pb.p Weakage shall bpi Steppers shaft be Mry stablish si In x .Test Prassu{e�lanks at nbars) rrrW air preset" Iswf and Sk which shq not aoecevo 1 yr psi {a.1 bars) not exolied S tk psi (0.1 bars} in 24 hours. ry,,.,, prepare and n"I"W a air Pressure broil. Which shell ALL PIPING HYDROSTATICALLY TESTED AT�aSI (_ HqS IF NO, STATE REASON PIPING PNEUMATICALLY TESTED BARS) EQUIPMENT OPERATES PROPERLY O YES CI NO Fes' ` YE$ L3 ND CIO YOU CERTIFY AS THE SPRINKLER CONTRACTOR OR O,THATADN frI AND IV , SODIUM SILICATE OR DERIVATIVES OF LIC CORROSIVE CHEMICALS SODIUM SI WERE NOT USED FOR TESTING S YSTEMS OR ST7OP P ATATE. B @I41AI 1VE E OTHER CORROSIVE CHEMICALS YES (� NO TESTS i1pAI IN N READG OF 4 AUGE LOCATED HEAR WA TER RE$f TEST SUPPLY TEST COIMNECTION: �1- PRESSURE WITH VALVE IN TEST PS ,.BARS CONNECTION OPEN WIDE UNDERGROUND MAINS AND LEAD IN CONNECTIONS To S. MADE TO SPRINKLER PIPING FLUSHEDYSTEM RNSERS FLUSHED BEFORE PSI (�BARS) CONNECTION VERIFIED BY COPY OF THE U FORM NO. "a [] YES FLUSHED By INSTALLER OF UNDER, Hd OTHER EXPLAIN GROUND SPRINKLEq PIPING © YES p Nd IF PiOWOER-DRIVEN FASTENERSARE USED IN © YES CONCRETE. HAS REPRESENTATIVE SAMPLE © NO IF NO, EXPLAIN TESTING BEEN SATISFACTORILY COMPLETED? BLANK TESTING NUMBER USED LOCATIONS GASKETS " NUMBER REMOVED WELDED PIPING [] YES 03 NO — ......... IF YES. . . DO YOU CERTIFYAS THE SPRINKLER CONTRACTOR THAT WELDING PROCECXJRFS COMPLY WITH THE REQUIREMENTS OF AT LEAST Q [�AWS DIO,90 LEVEL AR-37 YES NO WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN COMPLIANCE WITH THE REQUIREMENTS of AT LEAST t ES [ AWS 010.9. LEVELAR•3� NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO ENSURE THAT ALL DISCS ARE RETRIEVED. THAT OPENINGS IN PIPING ARE l._ ] YES U NO SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMC'IVED, ' AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? CUTOUTS OO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO `�- (DISCS) I ENSURE THAT ALL CUTOUTS (OISCSI ARE RETRIEVED? , YES T`j No Figure 4.1(a) Part 2. 199Nf Edif.cn r 13-77 H NAMEPLATE PFIOVICED DATA IF NO, EXPLAIN NAMEa .TE .® YES © NO REMARSS D F= LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN -----_— NAME OF SPRINKLER CONTRACTY?Fk h1 SIGNATURES TESTS WrrNEcSSED BY FOR P OWNE GNE0) TITLE DATE $ e�: �. EMI �r /0 7 FOR SP C (SI(�NEO) TITLE ` DATE ADCNTIONAL EXPLANATKAN AND NOTeS • 014a A' TOWN OF QUEEN$BURY WATER DEPARTMENT 823 CORINTH ROAD • QUEENSBIJAVe NEW YORK 12804 + PHONE (510) 793-8868 * FAX (518) 789.3320 RA PH VAN DUSEN 6uparr+tr�nd�nt Fax Tralnsinission Sheet Deliver to: OLAfic Fromee Date: 1C► f � � � '�'`� Total Pages Induding this sheet: If Incomplete, call back operator: " '9 -EgL6k (to Comments: �frr„ f f $I 'r FAA-5i8+758+33 tf Ui. EENSSURV WNUM WJU2 v jo(* 4: ;. t ueensbtuy Laboratory Queensbury water Depsriment 92.3 Corinth Rd Queera_sburv, N.Y. 128D4-9725 (519) 7934066 New York State Cart hcation Of 10565 Report of Bacteriological Examination Do Collected: 4/u 19w Sample Number U4101C Collected BY-Rob Maier Time C:oLLected: 12:00 Sample Point: Find of lino (stand jApe) Addbe`aof3ampla: WoWnen CaKw, 27 WoodlvaloRd.. Quemstduty, NY Supplier. Quacnabury Watcr District Total Coli.fouzn (10/100ndY <1 Plate Count WlxTd--V 3 E. Coli: Fire Chloruw- Other. Proccdwres Used: Total CoUterin - Membrane Filter with LES Endo Agar Plate Count - 49 How with Plate Count Agar Feral. Colifoem - A1lertbrwia Fiker with wPC Agat E. Coli - Nutri.edtt Agar with mug AT THE TIME THE SAMPLE WAS SUSM ED; i 'rbe resalts of tim anw"s of this sawipk were satisfactory and dmet the requlreawals for potable water. I - it — Lsborstory Duvctor a► L 1000 asp, 3ervica bmig. # • i r ;� 01540ceptacles 7914ixtu ft f s ! I-Garbage Disposal 12-20 PAP WabW "cepfiaclss UP 11mitoir t3D'a t e r EEC 1*45 AAP M ! r 2440 AiM panels Is e � �# �� i ! '� 3400A, 1-200 A Pi p it # p 15-M3$. sal St-Attets wt. '�`}� i 5�-LrtsgeicY Llphts i� 42-Uit 110ts • 1-TC a 110"toc It till o ll .t l 1-tlrt 41.xM 37stm � _ E � 144-'iiralte asteetsus t * t-Ptro Mats pa"If i Uwts Pagel i r 5140st Detectors 4-watwr 12CMt Yadvlss 0 � � ,0 . *+ 33-AadiO-xisnai liAitt #� 14rurse call station i U tt 1,SS-Po .et Call Stations > t+ a =x w t 1-3amritT Staten 240M tserls color 5l- szers a 1r as arr UQ 1 kvlititr i , D t o H i * 1-roln�e C"o+dtrol L Micraphoet a '1 i .� IIJIL6j1999 17 : 46 15167330978 PAGE 01 .fer�rc.ry {f� ,,%rrrc/:•.+,'_ �, Specializing in the delaign, sale and oerv$ce o} SECURITY. FIRE ALAFIM, "Ty, SQUND 3 COMMUNICATION SYSTEMS November 15, 1999 L>EMCO 6701 MANLIUS CENTER ROAD EAST SYRACUSE, NEW YORK 13057 SUBJECT: +QUEENSBURY COMMONS This is to Certify that we performcd the final inspection tests of the SECURITY EMERGENCY. AND FIRM ALARM6YSTEMS at the above rcfcrcuced project on 11/15/99. This equipment supplied by Nortlicr-n. Fire Systems, Inc, has been tested and meets the corAract requirements, and is working properly- Thew inspections and tests conducted by our service twhnician fulfill our obligation on this job and the warranty for (1) year on this equipment is considered effective as of 11/15/99. I,f we can be of any further assistance to you, please do not hesitate to call. Thank you for your consideration, Sincerely, Sean Reilly Service manager SR/mf 123.2 NEW LOUDON RD, OT. 9) ' COHOE$, IVY 12047 - (518) 783-1601 • FAX: (518) 783-0751 AI MINISTRATIVE OFFICE: 194 BRADY AVENUE HAWTH04NE, NY 10532 TEL. 1914) 759-&gOo ALBANY - HAVVTHORNE SYRACUSE WEST HAVEN, CT r MS ■. MAMA .<,STA'TION SD + SMOKE DETECTOR HD m HEAT DETECTOR DD ,. DUCT DETECTOR FS • FLOW 5W"ITcn T'S = TAMPER. SWITCH FT .. FIRE TBL$PElONE EAKall:?QUIPMEN'I" ALARM SS SEcuRITy 04W DEVICE SERIAL NO . SENS . LOCATTON ZONE 5 ox n+7 Am rf it Ll �tt11is y -- — { r p It W- .. ~ 7? ---OK r y +c7x OK cs� _ Ctx OR � cox QK 01K ----- _ ox OK MS NO MANUAL STATION SD m SMOKE DETECTOR IUD HEAT DETECTOR DD s DUCT DETECTOR i~ S . FLOW SWITCH TS - TAMPER SWITCH FT .. FIRE TELEPHONE E fEQUIPMENT ALA M SS SECURITY DEVICE SERIAL NO , SENS . LOCATION ZONE tl�J 6 -{ MOT OK • 0 . D�, r c7�c rI � iS�C t K y /may o �y QK C#�t7a/1►Ati■ OK C]R _""..��f ........fir„ ar` �i41 ' OIK ' Orc PO`L L _� _lr1 • S . _�2$__ r i E&S M4 OK Ir It J OK 11- D +I a gIC_ l IS 9CE If T72M .. gig r MS = MANUAL STATYON _ 5D = SMOPM DETECTOR .FAD HEAT DSTBC"Tolt 00 = DUCT DMI: CTOR FYS yt. .Sytl�'Cti TS = TAL7IPERY SWITM PT = FYR.E TELZFHON8 EAA* JEQUTpMENT ALARM SS SECY`TTRITY taw DEVICE SERIAL NO , SENS . LOCATION ZONE -' � Fot •wT _ �r► .,� tee,. . i�..•E !2 !. r #of tr w JN f% rm - 1 -- - 0 9 r ....... W 'MV OK 011pni:g Y LI I ��re►M+}. Off, R&CIL N nJ ►eV @.o o runt # jt A -ill w tv -- OR CDR. ._SAS__ �- ©K_ _ OK OK --- _ _ ox _ N --- ox Qac - c7it -- oX ax OK ©1C ax OIL ._ I}x _ c�ic MS MANUAL STATION _ SD SMdKB 1 XT8CToR RD m 'HEAT DET13CTOA' DD DUCT Da a' CTOR FS L W gl -SWIT4M� . TS •• TAMPER SWIYCH FT a j TELEPHONESA QUIPMENT ALARM SS . SSCLTAITY 4 DEVICE SERIAL Noe SANS . LOCATION ZONE O roil c]�c QK QK d l_ am ----�---- arc ---------- ©x ©rc ' olle ._ Chic ---,ax — SLR --� ` x o. air -- Qts.� Lj , „••may MS i mANUA►L STATION SD SMOKE DETECTOR RD r FEAT DSTEC1OR no DUCT DBTSC'TOR FS ; W SW YTCH' . FT .� FYRR TELEpRONE gA . 01� TS TAMPER SWITCH t ouxPmENT ALARM SS +r SSCVRITSC f4w DEVICE SERIAL NO . SE�iS . LOCATIaN z©NX .y.!) • ✓ eel Iva ri. T Apq od d r=s5: `43 eon 0 710 1-rr 1 iy I ! 1 It f► " A Oro1 ._. 1 rl t f - OK —.,�Q, • i�- i r�4d � s fr + fc of,? 7 4 It ! O cos 4P5 [ry t{LA1 i` Fi r 0,'W6 �/ST .`I jr cop p er ryS, '~��ZSr� • u __ - O��/OR it 14 1/.11 (.' i..�wr .1•—'!�� Fe -fir DIC +✓� f fTV 1,+-�-- o e, 1 i► +#y 8[Q C7 s yt + ell r r 1 } I ! Isa .2T;. . t ' r •10 1 a[ r�3 lF .._. it! �--r c � „� dry+ j p APT `'� r" { '!r�! •,. 11 Y i r • ;, �Y r !!. dd6= 4 L C V S► DO MS �. WIM MANUAL STATXom _ SD SMOKS DETECTOR HD . HEAT DETECTOR TT •� FIRS T`EL P�p� �'A �°L(]i�! $WX2"C�i • TS w TAMVjmR SWto=H '� EQUXPf4ENT ALARM SS : SECMI:TY' DEV3: CE SERIAL NO . 5ENS _ LOCATION ZO" --S�SLI ,.3G'r„ i ct f lL '4 �r &#�A�oxl C7 u , f II EtCrI. MhFc N I�7 F,� ter t} czc It k� CUEV. QA !J it I !r 1f w[�cn+rss I . o Lam ' ' 4w or vr Or yS rff� , A "oop" wEr 11 , 4 a OL 1 S. nv rl � "� .v 40 it 40 Ito 1 � } + QiQ {7' MANUAL STATION SD SHOJM DIS CTOR HD ++ HEAT DETECTOR DD = DUCT DETECTOR. FS. TOOK - SWITCH TS = TAMPER SwITcu FT w FIRE TELEPHONE RA ' ZQUIPMENT� ALARM SS SECURITY DEVICE SERIAL NO . SENS , LOCATION ZONE , A. ()• OK j? j +FHST !"r P7. Cw[314� C7 or it it � � s 9�31 Cit oo- "jAA MI mr— � f 1 + }�I►q__ 5T14rfI, 3 t 4 a r F+ + O 51-fir — OR 11 �i e. +o•vw tf}}IrVdiR�_ ? r + ,p Qit 11 P7, ca ' p' �1c ve Y T as ma s 6_'_ s- ti II .Fl ,� - 4, dx ✓ � � i r r ar r PIK ✓ It to L�o r+1 , � o OK Aaw+�LiF1f 6f. t+ rJ r:r• R r - " -_ I I f — ram`_ rr c�4�•o� �{ ► Y + OR 11 14 if d er_ ►t�i� h , LeftNA*c.S S MANUAL STATxaN SD = SrKoxx Dins; C1'OR R HEAT DBTZCTOR DO = DUCT DETECTOR PS . Kw" SNITCH, TS #r TAMPER SwiTCx FT w FIRS TELEPHONE EA 4ftNQUIPMENT " ALARM SS SECtmITY DEVICE SERIAL WO _ SENS , LOCATION ZONE OIL 5 ox Tsr t~c,. s�crrY.LY.iI�S_,i4or. o FkLvoo Eiff 1r !r I Nam < 6C S E ' " ; T � + r Ir rr p y 1'ti'1 i r7r f l � I •`� 1 1 I { 42 S ' I I 11 S [? }r r r I CJ oa1 A - —�-�--- wv000 Syra �+ A ' i3 rlYia.aw [7?l -�la f ! I J --s 1 11 11 i 1 Z. Ali a rrq,p Or Apila!ll ' stj1 +- f1 1 b �� lr r +C'fi ! C7 Soo* nic I 11 O �"�"�•'�" � ob�. OIC Ow4s�w Loci C.111� ! TI �.k'I'7' p l7Opt --- 11 / 164t 1 'A I G.* 3 r 1 18 !':1 J I3'y r:_t MS .. MA OVAL STATION SD SMoxa DETECTOR Em HEAT DJ57 CTOR CID . DUCT DETECOMR FI F$ -IwW Si�►XTCN _ TS TAMPER SWITCH 'Y' FLB TET�BPE CI�1S EA EQUIPMENT ALARM SS SEC'CTAI"1�' f DEVICE SERIAL NO . SENS _ LOCATION ZONE 400. 4i — C7q AM duck +ar_rO _. S I Gc+RC A wr r/ L O 1 Al T box nnc OLoCK �k7[T►I �.t RFrmvv C A L ft cK SAFE 1 q D1�r6 K ds_.. OTC jo �. _ Mt r " a E? YJ00t„ I' p too 4 T== =4 r !1 zliers !f IJ Ri01�w C. ~y �J "� "1 F+4 �F�tE 44' R�c�is rp� byl C F r Ert r Q 0 Oic 00 lics1� oN + cNClr O c / ittqR� HOLm ON 'CORKace ffhEmmloGE 01-%? =Pt p Olt " I rslEn,s ., t t� or► s ir `PEE_ L►1►�C1r�_ _ _ _ Cad �r_�_ U4."Y" Ein+L'�'+� C�C.`�''" C'NC.0 LEGEND SD = Smgoke Detector M5 _ » TManA&I Stetlor► HD = Neat Datactar BD5 Sera- station- BTS = Bath Stamion Es = smer . Statior_ Rootip DEVICE / STATU5 DEVICE ! STATUS DEvICS / 5TATU8 or VAV ._.�- _vo 1 or hez lab a7j Of Am a :21 KYS / — 4 1 ..-- 1111b/ 1 '�y'7 1t1 : � , 1 `�l �, � y �kJ'yrt; r.-i �L it LEGEND -IM6 +�-/�►Nd�N *_ _ AJE.+Vs' ,iquJS�t _ _ _��"'! SD -Smoke Detector MS - - Manual Station -_ _ KI_ - y Heat}De `ector HDS� Boiwd Statlon BTS 3l Bath Sttlon Ea Emer , 5tattlon �S ROOM# rjgvlCE / STATUS -_ - _DEV'iC8 l� STATUS DEVICST' I STATUS 1� Ub5 tI—4r T e. os { Us- — - rs LlA R S E ~ �1 17 do 14OP =UK Room upa —� vie VO Woo wr +ti ti u SI 11 sly� =` — �egrnar� G X)Mpanies , Inc. AfuU servier Feud Eitau DewWm mr any FAX TRANSMISSION SHEET Number of Dazes `- / '(Including cover sheet) �i - ] 4 If you mincur difficulty in receiving these pages, please notify our office as soon as possible. 'Thank you. 550 Latonad Road ,, Slog. A - Suite 100 Rcachiester, New Ycark 14626 (716) 225-7370 Phone (716) 225-0887 Fax a DURKAN D D T. INC PAT"I"ErMDCA, uE MATERIAL SAFETY DATA SHEET Elatelssuesf f�t� ! 8 DURKAN SEAM SEALER y SECTION 1 SECTION IV SECTIONVI ' Manui:oAdFwD"PaftmedCupet,tnc. FNICANOEXPCQSIDMTIAZAADDATA fWACTIVITY DATA € AddrnssfPl arx P,G.Box 1090 I?4T Category: Nat n:gulsted Subility: Stable i B*o%GA. 20722 FlaWaint NA LEI: NA Conditions to amid; None known + (400) 204W 17§q 2124226 ExIJngulshfrgUed'u: Ncnesequired Irmompabbility-mateAlls to avoid; Noneknawn ' IenergencyTdsphaneNo: �I100)a355063 UAusuafFlreandExplasloraHazards: Nano H2rftdousdecomPcW0anpnA4ts: Noneknown ' Fmftt Clac Synthelk:OW, i asm bkW SpeclaI Rr9 iglMq Pfmdures: YVeat sed• Huardow poiYmerfiatia►: Y1 nalaonu Trade !lams Durkan Seam Sealer coal aW bmaWq spparalus SECTIONVI1 SECTIONII SEC IONV SI ILaIt,EiU[PtlloCEtwAIEs It►iAlIDD11611ICiDEDiE111:i HEALTH HUM DATA STEPS TO BETAKEN INCASEMATERALISSPILLEO = Haan perOiNA Nquia0an: 29 CFR 1010.1200 5yaayttarne of ouerexp wer Use strsaberd medal to collect and conlain for URA T&IlSectlon 213Cheatkab: Nave lrahaisttan: Msycause mild irmalion sakrage or disposal. Waste disposal: Jtbide tyi ali Eyes: May cause asbd irriWka state, federal and local aSUmNam. SECTION 111 S*14: May cause mm Wagon FWSIICALDATA Ing"tfen: Symptoms may be sum as hdratal* SECTION VI11 BolfrapPo1rt:212'F tBSIG1U.:8.6 FIRSTAIDPRCCE MM E : F rah r r SPECIALPNOTECTIONINFORMATION EvapomiW Rate; Sartre rta Atwater Respiratory protection: Ma stwuld be needed Wpor omey: Sarno as wslor T Vuditatinn: Local exlwuskwe slimm be marled VapSkin: Washwkh soap and"wr Pnstectwe loxes: Cltemicai resistant PercentYoldpa:sm Patesxre: Sine as water inlaalatian: Remove to hash sir T needed My.'gl',616y welgh� Eyes: Go0gies Other•probcUve equipment. Nona Color. OF" Ingestion: Do not irwm wwwl np.CWI plrysidan ar: , o $"amrtio b type Oder SECTION Ix Gras Y. S%perNbrofmstsdaJ: 0(cakatale4 SPECIA6.tPPIECRIJ 1ONS ' GraeasV.Qt.p.rlibrstcoatlrag: 0(cakwated) Frer lartfarharrdAngandttharlraN: Do not pvadaare,prated From freming. KEEPOtITOF THE REACH gFCHf Lt1RENl _ 41%? 4"7Tlt# B.RAVWL1Ci�$N INC. DA OP4,6 t7R A 2 + mom rivet sO t! DALTdM.9l�OAle41 9v .'!pi! F'lIt7D1� i�el xea•l�a0 + FAX tres7 ar.ills REPORT OF TEST CILMNT: Durban notterned Carpet fM]F0AtT IY[. bMjL1dL 71365[i. PO Box 1006 Dahon GA. 30722 LAS 'SST Nummz1;: 358 22% 002 DATE: 13e+t.=ber 16, 1997 SUBJECT: Samples sublmitted and identified by 0irrtt as listed below, TEST "0CJ9V VRE: R4DL4N7- PAN$Lr F1'.AAdWABILnY Ms7 Specimens of the sample were tested fur critical radiant flux in accordance with ASTM Teri M'eth0d E-648, NIFP,A 253 and FTM Standard 372. The value reported Es the aY eragtt afi three aribcirrtons. Tea As"albly: Specimens cane atOuwed on "StertiW fiber reirdvxmd cement b0" using Hetuy 336 .Mtd0Purp0se FlmrWg Adhesive. TEST RESULTS: Sample Average t 1 , +flrrttion CAUCAII Coefficient Style: P7csidaotlal Suite 0 .06 7.41°/. The Sample &We+d ds a rclAg rerrsurItSJor 1VFPA Class ,l, DETAIL. ON TXST DA Crieical S +sl 8_3 ruin 25.9 CM 0_91 Speci AIM min 27.2 CM 0.78 Specinrett 37.6 min 21.8 ctn 0.90 AVZItAGx CRMC.AL IiADIA,NT I17..iUX - 0.83 Tcdiag Services, Inc. :4 000e Erie hwes, President etas tauR L$�'rERaI1Da7 REP01113�aPILY db0.Y70 Yt1E SAfMP4E tE5►EDAMpAHE NEST hEC$SS+�RRv�Alt71CAF1VIE of r1.rt � ��aMrEAsI Pgt#plicTi�,fF�'pt t.E'TTERa+tYlili AEPORtaAhE FpPl7Frt tlaE f:M.RY CMC't1'� aLtEli7'TO W1lCI11r r111EY aRE AQnetEaa�OA#It77i�1p COxNYWIJNMOA'114Ur Q'tHE'tli 0111'F�c tJat{[7F TFIa MA119,1'EiTPJQ LEftYIc4s.1".. MIrrT REG[FlIE tll7R P#1k7R rrAti'rflr MPP{pVAL, riiE RG PCIRTa AtdO LETrElta.wMt30t/A . f�XAI! aaALri. D1R 17R1h MaJCiNK art$ NCiT fJ�OERANr C�pp�T+W[DEi T4lE uSiO nM 154'YERTLT.w6 Tb 711E OE1'Atl''kAL rtlat.MC:. 4nn iew Vat Ave nr uw ; sa CAX 1 70H 279 6229 Dulkan It and D kept Qoos 1Jf1WW 1MM3N3b 3RLL 0L D/MSIIH3ACW W 03 5gn 314L*"1MYiSMlh3l 1*AWV W2A3 A0N XWV YINuSP M YAQ NO 43'1YAO W10 Y1'p CMIY'W�y-Y�'1 OMY W.kIGIHYI �Si1 "1MAbYM/V N�71.YVM Ytlt'f1.1 GAO �91W9.1' 31i i4l1Ya '�M 'R,Y.MAtl3ft 0MY.R'S9J.3r11'M! 31fi �117]9f'l'i'IL'a1G W9k110 ND�IVQMNI'rMti<'1 tl13►It ONw 03'3S3wQ0V 3mw#3N.1 n0"M 01 LN3110 3"a O w'VW 39n 3t►L U09 3wV SAb0d319 ONO 6M3"31 "3AMKL wGIMO M 0, aG 1V�rt11t3ga#1 iu�rvadY?C�'i3fSIMi0 !tL aK7 9AIA�OhN #vw++i'f�31�3N 1GIif 3aV+oMV O31+C3�1 31dM+/S '1►11 C11#'1N0.Aldivre'IIZIM.MIyM1 UM'1"9M31e.1a'1 r� 9I £I 91 zi srnri 061P w (BaD *s13uma iwzpdC.13gp*ds 94I £-1 i't C1 S't is (SW Anuoa Impdp aurwds 691 ul "1 691 (Wo r wow) om 6 6 8 6 owwo L1.1 027 fL I LL i �odg tnnsunK+lyY oz or oz oaf'. !tAU PLL p7mv C3 M",L ' %wltunrl mu"mdS asnxtsaaursy m4+pwto a I s r Z S9t L.LI o'r 3* (tCl) Snn=Q pm%do mgmadS 00'I a r i t 6-0 C't 3+1 (rCI? .Ci>szra17t Itr d�+ aarldS 921 98I "1 Z)pm Ez VT toz zz (00) u"mG "OK) DIE Olt Olt 6o2 014M simtoa ptnqdo mxB s umurnrffK 6 a 9 oI (=Inuyw Plx Urwu e► 01 ;mu!,L ? :xzqulnN uampmadg 3000I 3e00t 40001 (UVIS) ainleadma.I, .rulinago :3lll � •►►saattracf ytw� � briL-KCI94L1! aiM1o►w rratrl lac rnoaoaD 'r wwo 1 N1 ` me l7rN +tISfritiw 7 aWWA sEAVF# Ko. l lcr s.r UOVo GE TNOIffn a r.ve x sit t tlAtr7'OMM, 4EDw0Ua an'r��oai PMC*M i*rM) 226-1IW - FAX (70M 23"11+ REPORT OF TEST 4CTJZ rT: thakan PattcraEd Carpet REPORT 1'tUMMEIL 7133SR PO BOX I006 Mlton CA 30722 LAD TIST NVMSER-:538 2255 002 VATI: member IS, IM S VDJ'XCT: rSPO plus submitted and idaniifie+d by Client as listed below, TZST PRO+C3;:IDURE: SU0KZ 1], 74M 77"SI Smoke density tests .tiers perfornied as dirvewd in ASTM rest f+&I od .8 662-95 slso desisatated NFPA 258, The results *#'testing sra reported below. Detailed data is attached twrtto. OPXRAT Mvpr CONDii ONS: ' may, RadiometarCkmpwt: &IMV � z IFurnscc Voltage: I L7 v F rcmtm: Pasitave Under Three incbgs of TEST RESULTS: sample Idgttifi asntiar Salle Fl&mng Made NOR FlamM9214ode AVM Aytrase Corrected mitmay Ex" (Cc+M=tod) 186Maim L59 Spy Optical ) at 4*011fiinetes I81 16 Testing Semites, I=. Ilsro �. E'tcsislcsst �r Ctwi li?TEwa AMb 1i1f{�011T1V+1RKY RiIY Tt?Tt�le SAM►lE7tLSTtSp Ap+*ANE NQT RECE 53AMR,,.Y tlMOlr.ATlVie pK 7FME'r74'+fM.t:r�dF A?Pt1R6NTLY IOET/'�t7rI�L Ow Vt /tiCl4t,iCTi.�R6 LETrEt� AtMO t+lre R(]PtFt AwaF. t-asalltiE USE CttillY CIF TttE t�.ititvT TO tv►+gt,It YstfeY AAE AppREittnEO AINp 7t#Nt�s�M iJT7•Elta CR T#yE Ya[Of TniE ttAt1� tEbttl+iq aEtR►7GEa. he. tAtl¢T itEt�ErYt's OtIA RwlOw YYwITTtxyf AARAdY4L '►HE RBRQitTa A11tOt.'E'TTEA1r,ANDCUR Si;Jit aEALa.Ow CtlR eMlitf�+141+WE HpT U1a,7Ew ANY CeRCta�TAN�#* tiS ttE USFd W AOVEnTT131tIK',t TCt THE t>reititiAi Pyat,tC, 1ti O q @9 r TIE STING SER1/iCaEct tNc. air ALTE • eoaxaose t�AtTOM, 4E OR 0"Ww av►-rz-23bs, VtQWE Opsl a:ta',4M • FAX: VM 22"'116 RZFORT OF TEST C1A1 NY: LJuASMA P'atteMW Csrpet It POIXT 1MUMBE1t: 7148B1i PO Box 1006 r ton GA 30722 LAS TFST N[1hr ArM 558 2256 002 DALTE: Dommber 10, 1997 SUSJ'ECT: Samples submitted and iden"Od by client as lizted below. 7XST FROC9DURE: AXAA"ABIL, y rFlLyj j M Flammability (pill) tests were paftrmod as directed in Fedtral Document DOC F'F 1.70 and aLw ASTM D 2859 TEST 1 MU14T'5. Sample: specimen . Uncha Identilicatio,F Numbs Styleu presidential suite Ol az ; 03 PNWO 3+ is hL 3+ in. 3+ in. SY e Passed Pill Flan mabwty Testing Tasting Serviom b we ?�r A00e 4 Erla Miles, President sob �u I. CFIICA7'KM , . APRQYL. THE REiORlaJVMp1,8TTEFIa.ANpCUR Sira1.a.CIR CUR NliQIJtA ARE eWT'tANOERANY oauxnrNSTJwr,�Ee sL7 i11E YS£O eN AOYERTtliOJ(t TK7 TIaE OE NERA4 Pl►p�IG. VnR M _ �� T'if8'F191© tiERYiC'E�, INC. ' it7 O MWU1OMiA � • RO. t aosr tmAt.7�Or1, oa�cfrsarw arrrss-test t tm'Oiala7Ff7pp + F/VL: (7�p�{}�.a-Alti REPORT OF TEST CLIZNTt Durkan Pa:'t*rxroti Carat IMPORT NI! ►"ElLo 71498K PO,Bou 1006 Dalton GA 30722 LAB TZST lYUKDILW* 539 2236 002 RATS: Lhxx ber 11, IM StT36WSC * Samples subatined and identMed by client as listed below. TXST PROCMDURE: AS bI C 102it, Stondard Ttst Method far Derermining the Stadc Cveffictent of Frio"n of Cemmlc Tric and Other L kv Surfaces by the a 4ffonzonla! D>wamwe"rrer Prr11til1dgM0d &tatie Goat of friction is the ratio of the horizontal cOMPOMM of force applied to the body that Just overCO02" the frictiomr of resiemnoc 10 slipping to the vgtUuA component of the weight Of the Object or farce applied to it. A drp calibrated hector is determined prior to testing the carPat &AAIACo as dirvected in the standard. Man is obtained fkvm three dtt3s mot areas of the csspe4 aftd using the swan of the higtnwr. of the throe values taktsa the ►"R zght Of the Jig and the. ` dry i=Rbrated factor, the tttttdc aoeffiic5icat of friction is COOWUWd TILST Iz"ULTS. 5 P ic 'ctlsm cut Style Pse$iderttiai Suite 0.73 JAL Testing Sirvioea, iota. Eris ,Wes P�deatt J � rrchcc E �+�rWorsEw�wtaAw•rt.v cingll'TOT►r� awMwttz Tt:ararwNtfAwt; rrO�r reErassweutr warcwrrvs ee t►�e opt rr�a OFwrrwwt?r+rrLr w�t+rf Gu,errs er'roouc'Ts.MmJiai 461'Tatia ANp REiPORTS AAtB FGaI?ME trsti Qrat.Y OF 71#'r G.�ErrT TlY vwpM TF1lY'ApE +WGfSt:lrfli'�GrNi4 7FEnt CrA'rICwT10N r' tmRTF�Yit+t's OF T►d[ MwYE T'ESfTlNd a9rsvrt:es. Mw MR16T raFCtirVE ww s.uabiPl MVRrr7ElYAIriF1[]rV+i.. Twat t�EPC7t�ft'S Allan '1'tiRi„•mtC�Otter tlRitt > Li. CMt OUR plirGMM 14waE M1GT 11NDfZAAN1 CIH[.Y IMiTwNC$!t t� Ea! 4iJ$if iV A�YERTLSM70 St7 7lHF GiE MEfiwL P�19L/C, x00tpj = IdiQ tt 'puQ Zt t<V?t.r 17Q BST. O RI 'J. Ani - -- I li It:) djij 11 : L l'JLU1 iHf t-Ul a H1 l i of.rjs+ gjq TV ® •oo WWO 1. ffa • ,.s.r�• , Certiftcate o [ rite e � ct erte iRi iQilGiER�D tSSUEU 9•r LArr MMsr� sr _ VAUwEY PC OR i& Flies. INC. awl ► VVV 15714 'iEPOVKCE MwRCJi i999 Ods Ar +a v VIP.OF MW ►mfiv iEds bomm rAg + 'p oftchow •..IUa7► i� ,�rrr �Y�rwSpyrnwnrYri7n�rEWJI SEVA3TIAN Fi11klrITUIP6, KMS We 4O4 C STALET Et+1Ri.2liG, �.A 72423 AP ` lam* IWOw V7 (a)a , •rr�aMlf The an d@oCdbodbGjM tM1W been "dftd VA& 12 "NMI an MMIS .pprvw is mid . m 90wrr.rs by .» ON" my i1lbwww ww WAR ow or I d IN 40 odd :0 1cr i was "to in =r*o m nm rriun Wnr laws 40 Vw !ME err i:iorsi and um X TRwiSMF do No AS "RIrF 6Sflprr MrnR MMr�ri Nrwrr sr alrrr� �wftl CU�er. II�F fi. �11ad e 1 r�w�n , 41f !p1 7hio weft* dos c bWow Ko rtsdo kon aimam ww wfwrOYf = Dw EIS soft ob!' Mn ns ftr r " 4 ice. The Flammap-Retardant Prrooam I WILL Be RenxNed Sy Wading Alm w w man V FpR RlCS, IHC. !. e CU� iC1MAl1�A O�all�►Eq [Ild._191348 cusrouER 11+1voice no ID094694 YAER M an OUAF1TITT�� COL " aov+cs, = 171A E CO"A MZ SA DArt 1"Cassm HR Cd 2b. L999 4 Oe: iS/eo T100 06 : 46 FAX PS4 446 iTwS t r� �s r�rnK.c sw�war a Certi fireite o wialslumm �rn� e i �ane�e PA"Ic mumm VALLEY PCOGE FAaglCS. INC. [ - 20! 6Mh N W, taTM TEj4fACE H#Y LFFF MAP irr am 0 rips► ow Nile nviil#wm* &%wet~ elMde w*%R w 40 01- �hutlreY �' irrrrnrrf►ncrs+YprsMrew/. sEswsriAm IrURWITURX, Kra. Co. 449 r. SxnAsr BARLINC. Alt 72923 CdirhlM it hrnrhW+yr ,n por tIC.',w wc* leoe Mj tat 7M 4" cue 46iacr t Ihr ow ftle we boo l""d loth a no oft do a oft""" gppr*%m t ww riigirlhrrhYA by " sww ptm Mra snm ww v at lrair Ihriirli oftn air h. m IM I vraa dow In o whxhnsi{ahhm vWM gm th &V ait Z%B 20ft of CUWwwft +orb Sm w+llru ah w► � d *ha �Ihliri 1'Ie+l► Yar'M'rrR X THIS V %RRXC P&SSES N"A 260 FWiw d ehwnMee! �a�ere C`14iwta, iMf. MMR I�wA � 1 4r+pllp�q�^_ f- 1] (b{ 17m w% Amloop tith4lkleM phi 1IL7M arid aptf rom i by Um a ftw FW* Mo raihol fir ainM YM. The Rom a-R tarcLw t P'l sttt-z.__ --- Be P{wTKJ'1l'6d l3Y W4ffi"M ww*Qw VALLEY P40PROIR FABRIC$. IMCw 1 F.F. I"r c` 107f4,, ',�,�c� V. d A pamew •w..r.rrw Now umpu do pale cue roman QADER HIo" L91348 Ywa rourm INVOICE qV. YAK = OA 1. u^mTrry „ 24, caumm WILD RQFLT DAII : PFPOCvIE$*&D .uv 04 _ r aoo __ _ Olfi9 ,Ogg yuE gig 0. { 4 FWAX OS{ •o$I ITra VALLEY F'UlK44 t"ABKiC:i � ffi v+••• w Certificate of „ fim� e i► vototance lase Uv *me* or ,. MUPAW VALLEY FCMC FASF"=. INC. wpD rL 1999 � . . xos saes H.w 11GTH TERPACE FORT I46UDERCA1M FL 33MG rAw of *7 a bjw "M wto+b Comma I +Oi obm" Ad� Ef~ wasm wr�r ai1N411M9wsdy ire bulw WAIVA 585ASTLAR ruactimuFRE . rwG. Wv 909 C STREET DARLXXCv AR 72923 CyirsllMLw * Mr lJ&Vft JPWWF MOW 1Mewr Is 7 (U The OM clOO dwouft d below h w I •rsnwd tAAE� ■ �*" edrrsllos I �s dart Its conliorsnwmm rrt sm I�"ws of va on* vi i. s1M �d jR+s1 1 kAw mi Nd iEoeq d ltrr m Ie #MMIa1 x THIS r.I11XIC !'11SSi"3 iiF,PA Z[. boomIM1 a* IOPOD~ ems" (b) 'i1M � !!�� ililOwV illy srsaRi� 1kL1M1 * and apprw Z by lhe suft m# /Y1MdgN1d Aw =a* Iwd. The FWwn3�4R ud Process Umed..� Be PAnWved By W00*V V 141 it T FORGE FAMRK S, INI C. CRIB rOMER ORDeR MO. 191398 CYSR7MER INVOICE NO. 09e7685 YAW 3w ON ialYAriITTTY� COL :0R MLR.D 1 NET annjff OATt pploCas>sw'Ow1II4Tt +n� s ■an berr'15Y'y9 @y : a� 00116?�119�TL�£ yal�lT44 FAX %S4 ON& 17TS NrALLb;1 kUstt,E r^vK&t.s �.. Certi fixate of ,olamre Aesista nict L _ � $ awl r�+_w 18TH �c� FOFiT IJ UDFFI11A4,E FL 3�aGv 7740 .s x. C:WdW aAe,rr MW arrr%r%S& V4Mftw A~ wwa 801ess Or OMP 4108100 MAW siMVIftW&MI&W SSEASSIAIS FURtIr"S . MTG , Cc, 909 C STR€ST DARLING, Ak 7Z973 rat CWW%Mftw ' AV Am we ' irwob ft=A� w or W 7 sppoeMr d wo r+low- r+wa by low guft "M whww .1 old VM am I I III 1 a or m! rAska l yr don in owltemrmw► wllh tw Mwo d► Vw SMO 10 COWS Sri and Yr. MAE* rr ■1 #MWomdofteso art am so" Fps IIowuh DL X THIS F. ,RRIC FASSES NFFA 260 hiwnwr of el+rriN A rr++� L7rNR PWM Mwmsd t 1 (b) Vw or* *w 1fldierInd below am rtsselr ng • tYlrie reel un0 opprotA! by fm Www Rv UwWW filar annh tw L The Flam meant Fo Lbwd.�.Be R rcvud By WOO" or.,w." VALLEY FO"CE FABRIC6. INC. �Cr(U�SCO�#URPIy ■OyRyDES4 NovO 1913�9p8� cus UER INVOIC6 f ovvvj �y`5;.�..r YAF%li OIR QU^Hi"l`I'1M Pb COL 7l� 3Ar1DSTAA _� It COSTA 1%E8A OWN PRO=SSEP�A �aaQ ills ..i � ' cYRY l...r• MJ ciJ . -iJ IS; to ITM va : 4s FPQX as 9"s ATrS VALLt.f rWtw ►A w - R erti fit of „ xte , itt NUPAIMM VALLEY FOnQC FAVRICS. INC EVATI1999LF ArrA xvs sae�t r+�.,eu� iem �ac� FORT lAAJOEMA E FL 31y 778& dr Ow tJ Yid' Ow Ibw mArdw"m k*me V Md b#Amw/llrw "on a�rwMrd 4rr 1N1j OW40U rrAWP A 39BASTLAN FURI�TT3RE , KFG . GO. 9a9 C SY` CET 9AR,LING, AR 7Z923 i:WIM%WI OY' ib Amu" 0lwsr A►i1l1' / Ir A" +b7 is) Ym am aft* di/cOeid b*kW hWW bin p*itfrd VAW S NM ohwnkO appnw a a" r.n,r.r.a by Tw sort. ftv Oa fm mw rat ■ d eftemk* 1 wM 19 in 00rdarn>W"m wft ■m Mws or fw !1!U► d Rini 41" lift #RMnm as d MeNjAmMw A WW S r Mw ON TFilS rA3KIC PASSES Sr?A 260 lrirw s ai wAr 1 r�� Flow MwbloAi + f won -- (b) 7kr w**me d..c.ma b own wn @"do 0 • no wlliric rrE1.�.r�1 aria 4WWrW** f by s» SWW PIM 9ii..srW liar WACh ZIMS. The FI&M 3�,RetWdarrt Prom= Used �`eO PMTKMPO SY W A qw No"a W4 VALLEY FORGrc FAER11 S, 1P#C. xl.F F. CYEtOMEiR ORDER MO. i �► i34$ CUSMMrfw 1"VOICE M0.�AolIkAa YAR+3E OR QUAMT1T�C 7 CO1r 3It situ ktuyEY R ETYl .fd FLICURLTTE DATT; aCZSSAD MAY 14 , 1999 • iY k + 11 I U `�'o WL-u1'4HI i _ul it-'r i 4 i Lv il_� . _ CfaJ• a 7�7 CFJ. V V OltISF*9 TC8 06 ! 47 FAX OD3 ROPr & TT3 iwa ..cr ruwwr. • n..... Certiftrat'e of ffl me Atototanct ~t�erGltf i!R!D *suED ver �r.r**90*W&4r - irA#lT4: wI11Mr"Mr'�MP� MM, m"s VAU& r FORW FAMOUS, INC. MAACR 1999 Cf - 7Qa Oftl NW 16TH Tl: W ACE 090RT LAUVEROALF. FL rbb Ai A7 a rrWy pstoNr EAM mosloridft dboonWwO botpe r Awror boWl AW 4s Salwomowpo +acrnr�YoviWaftt ssawsrlwtn FU"LTVRE. M70v CO. 999 C STRUT eLlroc , AA 72923 r� ir�7o 4 I'rwrrr4gr�r+rdr• Ilr� /iL.`17�wrrA' 'aA ar � (a) Tho an elms below IIMM' bowl we~ MA h in i COMOOMON i n 4p�pn4rMvd amid ON by Wn #w My 11 -1 No Wat ow qpdsoon at M" cbmajtrw1 wives dare WT carrbrr k"MM %ft 41M ftwo a4 9W dulls of cNowIMa clad rls M Ma IN id VINNIPASOMM d em 3Mm PM Maertrrl. x USHIS FAIRIC PASSES tgrpA 260 1GWIW 40 chwokol uraru ChwiL 44W No, Moos r d 10 opp/e4roen El M elloo AIu dss Pit 4r4slrar�r s IMl4r/w Ikon+ a Ir1M11C i4�YMr4rd rd sps+m" ! by th09%ft Fvo M rdg1 Tray o4ch res. Be VALA EY OKMOIL FABRICS" 144t. Wy 2M IIr.wF.iyAr - w+iliww .....+i.rr.r srlrlr . CUS rOMF.lrl CWICMR 9400191398 CUS TDMlR INVOICE No. f1L3IUA YARr7M 4391 QUANTITY _ 9 COL +7R ROUGF s L uti=zrx xoH x.c��s llrlb%�� I1 ; U. {.L sl'iHiJ F!f !I'HI4 � LJl . . ct IiU , ' I 'UL) U1i of or ILSfor Tt% 00 . 44r FAX 034 sea 17r8 r Lltt tuicl.cs erg .. Certificate of jr1a nc NUO10ta ncc RI "MT ISSLAEU sr PASRIC ..trey 11Wmma VAUEY FC*VGE FAWIPCS. INC (+�4p"�71� N��.W. Y �y�*,r�+� H Ye1 ��yT�'� ,� 41�C MARCH 1999 MnlMAN WE* 71rc7l1011073IFFMOW SrDAS?IAN FLWZTi1Rb. MTG. CO. 909 C 3TRELT BARLINC. AR 72923 �-- C rdbb*MV r tlr A OOft .rrardr oritr �� W*or IP7 (U Ttha WIN dfrni d below hdrvw b�wr twr104 VOM a dwewiiRl 1.�l ap proW d and r DOWN 5 by S. ftft Me 1111111111%hili OW Writ VW 11PPer dF M at OWN drfnrior I was dons In cardbrin4rce with fti Iawa Of WW 401111sri of CXWNOhVO NO ■O PbAn old f rporrs of !+s Oft* Me Yuafri X TRIS F. .HBIC PAS S WrrA Z60 1+terae�r loll d'Mr�Mod aerrrr .,,� ,�,^ Gr+a�a IY* qr.� Mlrrlspsl M r +` (D) TIM "Am crffsd below am Kieft aver a flobrllc piofaesd Rand app� v f &Y fW *Wft fora Wn-1 fbr OWCh Ile. The Fklrnq-RW"nj&" PrOOeW J beed WtLs,Be wed W VYas1IWQ 6OW4."O VALULKY riifRG! frAiRIC"?is fMC. CUs TVAWR ORUFW R "at 1913PB CkWMM*R INVOICE No. 0e969A YAW 33 DR pVAFIPTTY 4 COL. DR _ _.. ssmA_ _ tRts OAT ? vIRVCEs«9EQ ?6 . i999 _ 0001isfoo TV6, 98043 F4.x 054 asa i? Ts VALLEY FORGE FABRICS vaUV4 A0101"I ar -iirw IfflaHi **I ORC P- Sfo%i "14 Intertek TCStmir Serv-1CBS + Labt+c It x"ar REPORT va►ss x or 2 a�assaat: alai , if 73a JiT,}acii s , le90 ClRYP'i'ClmITE , 'lix VZW JJLCQU4&R[) CUVVTC#f +ram± KAAm & azrsuls rs zaa.zzx ip 71.salN'ZAaMW or (NTPA z6as r f'absie T+ralt,� �ltatat _citivrs Na. i StLF racrsr=V7IixrU iReplicition Ire _ x SELF E7Ci,7W"l:. xra 4 isepllcscion No. 3 MCLY lCx+ xmoUZSKKt) This C Lass inciufsas all f4kbrics Which txhihit at asrtiaal char et Irs* T.harf 1 . T% i. } _ ( ; s wfl; nis sacs o! 4Ziie 'throw repLicsr►ens whan subjs,e�ed lt* the f0bariIc caat o,r SpVA% 2SOJI section awl _ C&MUR" - rhLs ci s:s il+clufsam all fabrics Whie3i exhLla [ fc a u.wctieal Char ecrual to ar eyesatar tlsssf i . 93 in . ( 05 ant) on away at Lftcoo r'flplicax:iona Or which cause can ignitiar es Occur an any ag zbls three N%VjiaaCivsrgl �ret!!ls svbjecCrrd Co �.lsa fabric CI ;Ra ' t:eae#vn case or 3trr1 Zsce vociLLan 4-1 _ r +♦1+ VMM 'l�+r 9aatit >tAti �. IIr� lii!!f iit�rwrnr !l'.-ilF}f7i fia if i+Ma �71./i evoi cy TO TWA MS &"D co"Umaks ak SACK odor LS� 00 WE 06 : +3 OOLA 4S4 046 1TT5 VALLX F4RGfc �wewxcs ylluux r Inte m-tek Vesting ServiCCS LaGbtest TEST RF.PoKT +CriYr7rws ss-"tuzE, xarG. ] ]sl] iRL4d.Llbe] st ROaoi �ass+risrgtva 7L31] >G, NZ- 44334 ilccsa _ >tandy RL Brills xe;lORR' 1fD. iB7lii rtrl►,:r o[� s Jlprxril ■, 19*8 ��Li�T2o,�;g�,�;�rzn .r'fe' �zzrSnt yVs&Mmrxa a -, TL'SY" flzaa rs 'Who r00%sIti of this lest show to&t this C& brlc is cvrssir)srsd to be a CLAW* x rebris , N PA a CRP tow ir s .. vomit � i.�'ZiZ O . E .d. • Y#C . xa� 5a Testing Services '�acre . Alma surfraw- an mana gla r - NY 9o><tlinra -aontxnuad� Wow vv.a wr + 1. T*mv� s.sMa771a 01" t+a-M7-lrir IWBJECT TO TERMS A14D COMOrMNS Cirf ISACK 9 All I/P 015&63 - rrll'k f l :3 1 Cf.3.4b'I k:J53 T ryG � isr3a5, 71� 53, - r r-- Q - ,� aim s.r-trt W" s•esfr L14se ... The fecw, sl M4ftm row cave Iwrc,osvd is 4QM v4 IPleslsto.y w6a,ctyam+. Tkef+ l+okrrica are gvwanwstd ea nVol tl%& re7vir.n%"ftls of ohm f&llerw•ng Ctasies. CesL ROW SCS%1 it 1 .&31 /Ullodn rl 1 T Jv Corn�lF�ts WP*AwS&0• 19119 EUPAV - class r li you hove any aveu'ani. Pt+rwsp roll 0,0 7echrdcal 5ert;cry C eparrrnsta M�rt�uulrtstrn blnl 1 Y, r♦ s c '� '',� 3 • � tir Certificate of Flame Resistance Purcttliser: Calvin Drnpariea 2375 9INW004 Avanua KORs tc , NY 14ZL7 Order Munher: 6765 hallo Ce N11111brr: 681298 PattCrn Name: "adorn Script - Savv Fpbrir Content: 200i 'Dacron rolyeoter The fabric fisted above has been tested and meets the requirements for the National Fire protection Code Number 701. W E H E R E B Y C E R T I F Y that the flame resistance qualities listed above, under proper care and treatment, will contLnue for the life of the fabric without further treatinertL C H IEMP L7a1td: G,e+rl'�-�,Ie�d lg: ' Jul $2 , 1449 .�,/ G<}fihs L1F CFIi[`A[tO . 7tlf1� S:01J rt. QwL �rrue* I+vC'N J1 t` •iM G/1G0. iL41IYJNiI JMf161IO- Je1F9 f [.1J7] 7J"7-:7�� IADUP 6241 52W. i ^A: 13 2t 725"OW .'1 Certificate of Flame Desistance - Prtrtlurstr; �oxvtu ar.g■rt:s 2775 MuVood AV*ftu* Xenware , NY 14217 Order Nianber: 6765 I+t�oice lJx,r,►rtbcr: bet Z9& - • - - _ Pattern )VaIne Lenny - Dawn Ferbrfr Cnittt'ItC: 100Z vaaron Poiyeeter v/Vtog _ F� The fabric listed above has been tested and meets the requirements for the National Fire Protection Code Number Vol. W E H E R E B Y C E R T I F Y that the flame resistance qualities Iisted above, under proper care and treatment, will continue for the life of the fabric without further treatment, Vated: Certified June 22 i994 kve . 4 COIlA1 OF C111i"AfiO 700! 51]tPfFi CAK1111AC; AVEHtIF . CHICAGO. PLLIIVOM 69616 $499J []1}Y 7?RtiStlOQ IAMJI 621.57i0 . FAX: II121 ?1;rR7i:a1 . L,U MOV- 8-99 MON 7 : 11 PM LANDKARK FLOORING FAX NO. 518459 3080 P. 7 TECH SERVICE 7465170914jjj -f 11MY04 199 13 , 35 1400271 06/08 4w Q C014"ERCIfIL TESTING COMP#Iny. P'us+t t7rncw " a: 10S• '"S Soatltr aiamtnan Stroet r Dsnarr, 0000910 307wu' relephane (700 sir5•"35 • P0901 MtF (MQ 279 0936 - xteapert Nebber x olry9sr Test Number 279i�- Z$& owl�erabse. tieeren Meech 264 L"7 Seethe pnasittr Test Tars Metbedr The test W" owrductwd in eccord4r ce *ritb abe ASTM Cu'e test response standard E 662-94a, sprees Op 1 [is +�ry al S+wrwlb. C.crer+nn+r of by 5v1W MararwEs se L.ro vldes s ramos of daw rer3aies spate Wdew dot vy of iCa a at+sd by tioild aaatd lass lnewated ier the rtst;t at paaititte areAer aptxaSa exSrc aus Mftftans. It is inteardod The uhte iaS rsareamtla anCt de+relopn+eat sod evt as a bads fatragtt lst4ry pwyothes. YdUear detarnAved we :Ipe We to the trlrecbn� towed and *gas to be considered it>feeeeett fieatloateetal proptxtics of the sstO". [Note: Sargon 0_2 of the text teretlaod spotSllct thyat reatcslals wig+ a �Vacd sar{avc. tee tsated for each ariartop*" in asap teat M*4* Carpet is rrterrapt heart thin tagulrana�st tracearrs daq era aratlrrble to alraw that spec4nas orientation in terms of 1M&q ' and v4dth has rte ataaisd atliy s�srrl}iuWwt a Pert on the ape rc optics! der ma shtawned using this teat method (heft aim MrscWltwo 4 �Marcato M., Smobo RoaaJts frost a Set elOrer 100 G+vpats in t7ra NSS Smoke Cbenrbcf, Statistics) Analysis and soon of ASfeetbtSl 1FaGtone ` Jtarr and itlGrlrivafiR Vol. 16. No. 2, 1992, Sep. 127--132.)l Materiel Tested! tdontibcation: 4312 Type Matar4a1: Cut Pile Cailm Seoeadary ftddns: worm sTtrthctRe Te'se Result-. P?wPwftwscree rc Sjpeeite+tst MI x2 93 S si A2 rY3 i>i s 1 . ewiraases 42 20 3O us v i.S rai cw 1 t 7 Us qp 4,0 trrirm.tes 99 92 82 Os (d 4.9 atbwtes Z6 19 yj 105 92 64 DM 1141 IGs 105 r me to Om 4.6 2.9 A. a I7tnc aw Zhu 17.9 19_S 17.9 Dc 7 7 6 Da 4 3 3 S ES 70 13 137 ibl l02 lreewse ns sj 1.3 »+s'nutce 32 Armw 1r3e s! I.S nth7utes _ Araragm>3i �4.0 tra{rtufes 91 Av"Me Dar 94 ^vorw of W 4.0 amnotf:s Z7 A terxaeYed T Awe pie ed ti! Ovvolvatirc1aJ Terting Coaeparry 9 $*aQshan lackaon i'residarR %v ev w 4 u ra"aar'+'Mr..+ weer «+terrYr++/.Vr.+.s MrraJwia" nw..w�..r +l�a�Mrn,r►. d'nlr r...i ws aw .a.�a..aaaw so "no nw .4n.4v ow"r kwa Lo+sls.w....+ar l`.,.r,.+.e+ +rlw rrr.wwaw.i.a rgs +�rar..rT�ww ptinw/+a"..r« «O er•PVVWPW ear r. err.rrad a+'�xr �+ar'raors.r./ .ws,.,� "" ....err .. ew+�«r. ww ew..,.--.. .I xr +**ansr w ww s. 1 sw 011W 4%i...,r.yr l rY+a.+�+rt raw.. « rr +.....s rC�+...rdrr Reran a sr r6w+lln.e n.l. w.rrsar awes r+m.rr...r or saw ,pr r.,,.■,yr tr.. t.'.'r�s... M+#...e I..r.�',wii.w aw_ 111 M a. a. r,A..stai,� aw _ h Aar exlr �� Av . evu 71tloz)'j JIOt:lld NOV- 8-99 MON 2 : 10 FM LANDMARK FLOORING FAX NO. 518459 3080 p. $ TECH SERVICE 7965170913 11f04 ' 99 13 : 34 140 . 271 01/08 COMMERCIAL W ESTi"0 COM# OKY P*Pw emus Coal[ emir *'I*,S Gow1h OwnMen Simi a bsIW% **Craft MOM Twrapemary t.v.l a� Ds Fraet++n. 37a- 8 �t Nmtabec's'!Ot'L74 Lola C Weaa Seat Nl�mmi*er �4A1-1iTPl Fimeusx C1170 Alabama January To 19" Ftaavna RasN;ns Iratuel Test Test Metked: The beat was conducted in 4*908dance wtth OW ASTM Rm test respame standard 8 fi sJw* Crullers Rsihfort Flees of PZOOI� Coorriv S,ystemmsr 1,w"s a Fdfient me" Errew Sm#w. It ttwaores tfra critical radiant flux at flan-out of 1w imontaliy mounted Riot-covering sysfeama "%at duplttabe qr x1snulAbe accepted Lnstaiiation practices. The float-4oweab X sysbam is expo#ed w a B&nU^g 181 itos "Cu me to a graded aadlant beat asergy es+tirotarerst Weltw ted by s ratllant paAwl kwAned at a 3(r angle too � saar40*a The arwd Sseneraws a h4at diftlho sttan along ttms sample le.Wd ra ggkW horn a nombW u ANUINIausat Of d A W/creml to a amnia uxh a!Q.i W/exnt`. Tvsts on bw.0 �i xai aeenparm is am of linmttta d value and Ana t rxlid &r evalvaWa of Roo:-covering systems. Flow t ms: e3l l wreerinp tio FlaaetsV Sysbeem: C'4�stnn ttlawn Cut File Ap Sub0oor. +Clue-Barn Sseb#loor. GIr.0 goaed 5eooa►Qa y V4ck1rW Woven Syndveac Adhesive: Henry JU Test It"altt I+Ialortmwn um I31sI toE (os+l 4.1Mme to Vtanw out C:r1#c al Radiantt Inux r1 /aster a l icef4w Am►era a Beal Itadtamt ft at qtl 1V/Gleam ClasslFtca"Ono l2se floor =vrrrrtg aywwfem testad snap boll elats!lteed as ■ 1'Xpa I installsoVon bu& Oro the "FrA %01 UP Sty/e!y Cade, at 4•43aas A as defined by the GS^ in .Anvcndn"W446 Ia Soltettatdon Nuretber 7�Mf{-1 �f3lll-LV. RR material be atom� elassiAed by Lima analtarl t]r of Jtlrfadictfon- r.Ww Yrtr lnr .e�rre wrr.w�N � ok "Vora o! wly+4 Or y...yr w w lsil 4 ov d+.. ..r .�.. Ma�N �I r w�..(ry wwwW� f�rM4 + ware rte+rwslt.+rr,� r�+e .*..Iw.,y..r m 10904 c w +�f P&. pr olmw~M or W '"sr�ar'" ,ti`1FR*r"r!• FEW roaw4 2TSTED TO RX SZ.iGREW a r , aav- a-s ♦-+ . r . Jlti•ra9 .]ice . .. _ � _ -. ..- - .- . NOV� 8- 99 MON 2 : 07 Fib LANDMARK FLOORING FAX NO. 5LB459 3080 F. r cK se vice �rwst �o�i3 � �w •,gy 73 .•31 Ho.,?rl ozofous `1 ray.. J j VOPA"l O 4 AIM JV SFO:'1 p'ftd FTA L924P S+tti M16 H�,yilr- w4N�r Ch*::y raa W4 YeE 22 ar / 00 at /rd" n Prfrow" 94ck'.y: wow" Pow AU O,ac 9aaLliy. y2 � 2 readi2 67.••,i i4c1KWAS f on 3 3 SY Stsp O'mssss d3oc F=.4 7('rl Vora a tA3;M E46"i Smw-m De ufh: (4:s 41.4n +1" w'c" r :3 v.�. 'Y.r!74 trven�vr le+�,s • PMe+Lesr Corpat f ,�^�, A bmur., G.... ■.aa1 B�erd Ifr .,! .P posp o Fie. Ihx 1 $"Oft whoV 223sw* oN*mcr *250 t"�" b4i�M�. eao1�aGd {3 : 1 :iSG L C��r,� � �� rc�rr�.►- s NOV- 8-99 Mon 2 : 109 PM LANDMARK FLOORING FAX NO. 518459 3080 P, 5 TEC04 SERVICE 7Q6517{7413 11 /04 ' 99 13 : 34 HO_ 271 06/08 Go.,srucrkwr; Cul Flo Yon CVrdgwd: 7 !wx sa vne Typo O.8 NTtr* pyt N1a4tod: ' Caaivpe• Civic 30 L43 U .10 cum"* 10 &pj. OwwYr 4.320 wev+ owlsry: T".6m Yo We�q+1 Twkv&. 30 *" TeAd w vT*- as so ft"ye wo~ rovpr"We"t +Rrsse.+i+c rVW*w T t %W 13.6&" r twv& W)%V r 4.3 Kv sl4w F4a4..<rTlafsyo. ros+n u>= F F-i-?tl cbu 16asW E4481 3MC W.a..rTr leer TRcn 460 LA3TM Edozm Wad qpdy 10 Yw l.nMtd Wax�nry 1�olVs - P+�drsa C:e.p�a A�.OYF..r Gwnn*�+c:d E.o,d A"orte" E" T 44P Chwowm.4r. Gkmw to 307w 1900451 Tzgq LOTUS PEERLESS For ewmvNv, ssd 000 4.31 1230 r 11 a kjo�Y!r 14 : 1 !i# 51 ti459 3MO HQV- M9 MON 7 : 08 PM LANDMARK FLOORING FAX N4. 518459 3U80 P. g TECH SERVICE TL7b577C391J 11 /04 ,' 99 13 . 33 mo. 27i 05 oa �COMMUWCIAL TES MCa! CC'1riPlR roes CW10e vast was. 'IRIS Reurr Fra,rMlla,ti s+rw.e. p6ROnG 18iaQr,o.w, Croe7 srs-ayss • ra atel a to o "W% Ge rya aarct west ltr,.rlrat�i totva Carnets Cohmabuis taeesyLa Test N=Mbrs:?lti6.•?K7 t7eomber 334Ytrlri sM0ke 17w1tyTeat Tea! 1Ke1had; The trst .vas conducted In accord w th tine �AS 'U pare lest reeponsa standard S662-$$, Sr Ri OJrffeaJ Density of 5makc C.er�.w"d by Solid MstereaJs. It provides a misatts of d sPetNlc optical density of smatke SeneraHtd by. Bahl matrtdoU thoanted in the wselhlcwt sib s INVOUtogy sPKUsc exposure r. valtlons. it 19 isttrstdad tar use La srsraarch and develapaxaat and riot as a balijfoarr tt atae titapt aser, vatsres dseteratlrrod are a wo the SP Khrmn bowl. and not to be considered btttcrent PraPerhes of the s tsterial. 14oI Setfion 8,2 of the ntethOd spedlief that tnaft isle With a peocass4nduced sucfaoe, be Swead in each oirlentilion in each rs a e. Carpet Ls exaenpt becauso data are evadable to show drat 3PEcErsuesa adentation in trans of fent'h ttnd wldth has no Statistically slgNtleant effect an tha SPmWiC opt tat density ebtskted nsinS lstis Pest rneli+ars iRertetratee: 1#lsact3i+tr. t7r. ltisarar3a M . ntVti � sgbF Carpets I daon the Uoo Smoke cal Ary swd Meterlel raaGedr sSacpra Maa1 i N4 pg. � tdanittication: V%47 --t Type Materlal. Loop File Carpet Secatidssir Mckinig* '4"►►v^Ven Synthetic Test itseatik =3.9 �I�7![Mtn4nutty t:e !Z 64 ih + I.3 rr�tiul�"tAuLts 31$ 11348 I2T 113 y6 0 4.0 tntnut� Sr i3 s•a 11 Om 1214is 4 V e iq t?ri. 16 4 ><a.s 1S.g ed 117 Yamtti+ec+s`a z9S 2i3" 2 1S utw ; 40 1lvrrraSsr tit iE 4A n+isrtsl+es 10g ats vie ttr7snetEa 3 Average Vinn 113 A� bs 4.9 snlnubsa � Ave:a s Dax ([vstECtleli iD3 222 AVOI L� Sts..ectty 222 CRrnanasctal T4e19rr6 Company- 1 ; Jt"" ew w r �•• M 4�Irw nWM10I i Yr 'w 4fr Nsw� '^�!' sir ��q.■ r+f +•+.. ,r.r IN t�M'/tw+ w• _ �'r++� sf !. rlur �si,.iwrC .... .... .....wry,M.�,� r■y�` TQ DE SLZRE'o or now STATE OF NEW YO T K �-SSi DEPARTMENT OF HEALTH 433 River Street, Suite 303 Troy, Now York 12180-2299 Antonia C. Novello, M.D., M.P.H. Dennis P. Whalen Commissioner Executive Deputy Commissioner �C # October 9, 2001 Bonnie W. Thomas Community Director The Landing of Queensbury 27 W oodvale Road Queensbury, New York 12804 Re: Apartment conversions Dear Ms. Thomas, We are pleased 'to inform you that the drawings you submitted for the above cited project (combining apartments 212 and 214, 211 and 213, and 231 and 233) are acceptable in accordance with provisions of 18 NYCRR Section 488. 11 . Please contact Martin McMahon of your regional office when construction is complete. Please ensure that all pertinent local building permits/certificates of occupancy are obtained, and for records purposes, please submit copies to this office. If you have any questions in this regard, contact me at (518) 402-0904. Sincerely, xe CC,. 4o ; Richard Zlat er Adult Care Facility Coordinator Bureau of Architectural & Engineering Facility Planning �1 ]l (i4w TOWN OF QUEENSSUR Y'' 74.2 Bay Road, Queensbury, NY 1 2804-5902 518-76 l -820 l November 5, 2001 Martin Mx Mahon, Director of Housing and Adult Services New York State Department of Health. Frear Building 2 Third Street Troy, New York 12180-3281 Dear Mr. McMahon: This letter will confirm that on November 2, 2001, I inspected one of the converted apartments in the Landing of [h eensburyDeveloprnent and found it to be acceptable. This Department did not require building permit as there was no structural alterations to the building. The only change was the creation of a doorway between the apartments on a non-bearing wall, and the removal of the second kitchen: unit. I found that the renovation is acceptable, and have authorized The Landing to proceed with the other conversions as they have shown to nee previously I trust this letter will answer any concerns you alight have. If not, please don't hesitate to contact nze at (518) 761-8256. Sincerely, TOWNC7F QUEENS URY David Hatin, Director Building and Code Enforcernear DH/mg cc: Bonnie W. Thomas, Com uinityDirector of The Landing of C3ueensbury 27 Woodvale Road Queettsbury, NY 12804 Richard Zlattner, Adult Care Facility Coordinator Bureau of Architectural and Engineering Facility Planning 433 River Street Suite 303 Troy, NY 12180-2299 "HOME OF NATURAL BEALrrY . . . A GOOD 'PLACE 70 LIVE." SETTLED 1763 ' egman. Companies , Inc . Afull service Real Estate Development Company — September 9, 1999 Mr. David Haiten THE TOWN OF QUEENSBURY 742 Bay Road Queensbury, New York 12804 RE: The Landing of Queensbury 60 Woodvale Road Dear Dave: This letter is being sent to answer questions that have arisen from the Town regarding the nature and operations of the Special Care Unit at the above referenced facility. The Landing will be operated under the Enriched Living Program as licensed by the State of New York Department of Health to serve a senior population that requires assistance with daily activities. Admission and retention standards are highly regulated by the DOH to ensure that each resident is medically and mentally suited for care in the enriched program. The Landing cannot house individuals that need medical or nursing care and, also, cannot house an individual that is not self-directing and not capable of making choices about his/her activities of daily living. The DOH monitors each Enriched Living Facility for compliance regarding the mental and physical appropriateness of each resident. Assessments are conducted and records are kept in-house for each resident to assure this compliance. Wegman Companies has chosen to segregate an area of The Landing as a Special Care Unit to mouse 20 memory impaired residents. It is a secure area marketed for those suffering from early dementia_ This is a feature we decided to offer and is not a regulatory requirement. The intent is to provide a high quality of life, serve the specific resident needs with specific staff, and give family members the comfort of knowing their relative is monitored appropriately. Residents that will live in this area are subject to the same DOH admittance and retamage requirements as the rest of the building. In fact, any resident in the Special Care Unit could live in any other room of the facility. We just choose to promote a select atmosphere in one section of the building. Residents are allowed to come and go as they please. A sign out is provided to monitor the whereabouts of anyone leaving the building. Residents are allowed to have their own vehicles. All residents must be self directing and able to respond in an emergency situation, 550 Latona Road, Bldg. A - Suite 100, Rochester, New York 1 462 6-2 760 ( 7I6) 225-7370 FAX_ (71 6) 225-0887 16 Mr. David Haiten - 2 - September 9, 1999 I hope that the above helps clarify the residency situation at The Landing and its impact on architectural classifications. Should you have any questions or wish to discuss further, please feel free to contact me. Yours truly log, /loseph McEntee JMcE:mds project Director cc: Mark Fetroski Sear-Brown ALlG - 10 - 59 11 : 2q PROM : KENT TRUSSES SARRrE ID % 70'S73322J2 PAGE 1 / 1 i� PERFORMANCE Lila I KENT TRUSSES LIMITED Mike Clancy August 5, 1999 Pike Company One Circle Street Rochester, NY 14607 Re: Queensbury Assisted Living Facility Dear Mike, This letter is in response to a question raised on August 2, 1999, concerning the reinforcing of"popped" truss plates Occasionally in the handling of trusses on a jobsite, truss plates are loosened from joints as located and pressed at the point of fabrication. In these circumstances, the members running into each joint are generally undamaged and remain in their original position. As a result, the only remedy required is to return the plates into their original position at the joint, and occasionally an alternate reinforcing detail is required. As detailed on August 2, 1999, the following remedies in addition to returning the plates to their position should be acceptable. 1) @ standard splice locations on Bottom chords, center a 4'-0" alternate splice each side of the joint affected, (nailed with I row of nails 4 3" o/c) 21 Chord & Web intersections, center a 27-WT x V-0" x h" (minitutim) plywood scab each side of joint, (nailed with I row of trails (u 3" o/c into each member) Hopefully this answers any questions regarding these areas, however, should you have further concerns, I may be reached at 1(800) 461-96160 ext_ 22, at your convenience. Sincerely, .le K lan, B.Tech.,Arch, DRI DG L PE 1013 HOKEs : PO_ Box 190, Sundridge, Ontario POA 1ZO • 1 -800-461-7592 • 1 -705-384-5326 • FAX 1 -705-384-7512 THE SEAR-BROWN GROUP FULIt SERVICE RESIGN PROFESSIONALS 85 METRO PARK JUL, 2 U 1999 ROCHESTER, NEW YORK 14623-2674 716-475-1440 FAX; 716-272- 1814 The Pike Grp. July 16, 1999 Mr. Mike Flannery The Pike Company One Circle Street Rochester, New York 14607 RE: Wegman Co. Project QQueensbury, New York Dear Mike: Mike Clancey brought to our attention a potential concern that the R30 insulation proposed between the trusses in the dining room ceiling would not "fit" in the 6" depth available. Based on our review of the energy code, substituting R. 19 insulation would be more than adequate and eliminate the referenced concern. If you require any other information on the subject, please call . Sincerely, Mark E. Petroski, P.E. Project Manager Cc: Joe McEntee Mike Clancey MA5351 :1 0007 STANDARDS IN EXCELLENCE V CG % I►1/" FROKsKEHT TRUSSES BARRrE IU : 7057332a02 PACIE 2/' 2 ti w PEEWORMANCE ` KENT TRUSSES LIMITED July 12, 1999 "ke Clancy Pike company One Circle Street Rochester, NY 14607 Re: Queensbury Assisted Living Facility Dear Mike, This letter is in response to a cluestion raised on July 1, 1999; and 2 areas of concern on the site. 1) With regards to the broken web member as detailed on your sketch. The broken web with a 4'-0" splice each side is acceptable as drawn, as no plates in the truss have been affected. The broken web should be aligned in the original position between the 2"x4" struts fastened W each side, to allow for the proper transfer of any loads. 2) The support of the main roof trusses into the type "If' girder trusses on each wing is hindered by the location of the custom parallax. connections at the intermediate supports. The sketch as drawn requires an additional 2"x8" (ripped to 6,75" creep), continuously fastened to the side of the bottom chord of"H" girder, (excluding the area affected by the hangers). The added member should fit tightly to the underside of the member in place, (in order to transfer the load to the bottom chord). This detail will allow the use of a top mount 18" wood "I" hanger, (solidly blocked in the area left open in the hanger seat. Hopefully this answers any questions regarding these areas, however, should you have further Concerns, I may be reached at 1(800) 461-9616, ext. 22, at your convenience. ` Sincerely, Je8 a B.Tech.,Arch- SUN ■ 301 Bryne Dr., Unit 7. Barrie, Ontario L0i 8V4 • t -t30p-461 -9616 ' 1 -705-733-3414 • FAX 1-105-733-2292 Job No- s� � ~= r ate subjectmlmllll By L7 r n Page SUSS c�sb w;j - �c © re �sCicd ( "USIS {{ %K Y JVx EM i F f '< 44 nth a X8' r Inc. The' e Pike Company, ONE CIRCLE STREET . ROCHESTER, NY 14607 . (716) 271 -5256 . Fax: (716) 271 -31 O1 .7 L1L - 2i1�Jl-99 11251 PROM : KENT TRUSSES BARRIE 10x7e57332292 pgGE 2 ,• 2 T The Severe Skew Hanger — MSSH21 7 series ,�,IF �" ■�" USP's excfu"N* "SSN217 hanger accommodates a skew ranger morr L l of Soo to 86° (300 maximum off the Order) without the nQQd for ae expensive CUSTO t design ftarger. Face nail to "be or trend the flange Strap over the chord. UP to 2,125 lb. load capacity. Available In left or tight conl7gurallons. Aft*9dg*A9. 18 gauge galvanized steel iL F Flnvalb: G60 galvanizing lnstatN�trwr: " U9e 81 spec#led fastenArs_ The 3 lower holes on each strap are for top nailing Left hand shown attached when the strap is bent over the truss Chord. Those holes are not for face mailing. to web and top of chord One or both straps may be bent over the bottom chord or the girder with top or backside nailing, Caution: Select the correct hand (right or letp hangar so that the Strap on the outside of the angle will pass the end of the truss, When facing the hanger, the strap In the rear tums In the direction of the skew_ The front strap rums to pass behind the end of the Carried member. • Attach the hanger at the end of the truss with a singie 10(l x flange or bottom. 1 t/2"na II Into the side s ' * Place the truss In position against the girder, Push the outside strap past the and of the truss to the girder web and face nail through the top 8 holes wo iOd x 11/2" nails for a one-ply girder, or 1 ()d common nags for multiple-ply girders. The strap Inside the angle can be formed over diagonal webs (if design allows) or bend over the girder ,Chord. Use two nails Into the Top and/or back aids of the girder. • It the outside Strap does not contact a web, bona the Strap tightly over the girder Right hared shown chord. else two nails into the top and/or back sale of the girder atttaChed to Krebs • For UPIllt ►961stanc9, other means of attachment are required. if both the truss and girder have vartl rvetas, attach a scab to pack out the girder web nearly !lush w th The truss web and use a field ad}ustabie MP framing angle across the Two. A fop chord connection for uplltl requires a flat tSTA strap tie wrappod under the >ilyder and over the truss chord. , i I •r—••-• B h[lfks r4+' rdm r►Tflf'k] R4Wd govvr \ 4 L• hWes for top nali�t�d F ` r y Zafa or 2xG . i :o Right hand stu^nivn , it t bent over bottom chord ty4* drpHWN t3arl, naerr AOISSM2 9 7 Top view right left hand shown Rand shown a.�awo CS��. +conttrtued that r,ex! pr*tge SEAR-BROWN MEA40 TC}: Mike Flannery at Pike co. ,r3 FROM* Cl Shawn Wright DATE: May 25, 1999 SUBJECT: Fire blacking in 9*-0" walls Queensbury, NY I spoke with Dave Hatin of the Queensbury Building Inspections office this morning and he has confirmed for us that fire blocking, other than the wall top plates already shown, will not be required. If you have any questions, please feel free to call . Cc : Joe McEntee Mark Petroski Dave Hatin Y • w THE SEAR~BROWN GROUP FULL-SERVICE DESIGN PROFESSIONALS 1 '35 r;rl _i'J.' l` E e"NV NOF h(' ITf. 50O 1311 :.. Al .. )'' Nil :'\V Y )Rk I 'V?0 2. _A.� lr, 716-852-8817 FAX; 716-852-8816 November 19, 1998 Mr. Dave Hatin Tnwn ofQueEnS Fury 742 Bay Road Queensbury, NY 12804 RE : W'egman Companies Assisted Living Facility Queensbury, New 'York Fire Sprinkler System Dear Dave: In recent conversations with Mr. Ted Kondoprias, New York State Heatth Department, we determined that the sprinkler system for the referenced project needs to be changed from an NFPA 13 system to an NFPA 13R system_ Even though Section 774 does not require a sprinkler system in a B-3 Occupancy, Mr. Kandoprias stated that Section 742.4, paragraph (b) of the New York State Building Code must be followed (see copy attached). Ple e respond with acknowledgement of your agreement so that we can issue a ange order to the Contr tar. 1 Sincer 1 - \\ark E _ Petroski ; P. F-/,qha right Project Manager cc : Joe McEntee Pat Rogers N:\14503:1-0011 �`�'�r- f�• lI� C;31 :>>ILAD • 1JTAH STANDARDS IN EXCELLENCE C'11:;1 _;I PC KR N1"" 1 ,M1)1 .tr,' K Id _ , 742.3 TIME9 ExEcurIVE od (3) group 134, in all buildings, (b) Afire- and smoke-detecting system, installed in confsarin}ty with section 10603 of this + code, shall be provided in all group B1 occupancies classified as community residences. k Historical Note Sec. filed Dec. 13, 1983 eft; Jan. 1. 1984. § 742.4 Sprinklers. (a) Sprinkler systems. For purposes of this section, any level of a group B building which contains habitable space shall be considered a story. A sprinkler system installed in conformity with section 1060.4 of this code shall be provided as follows: (1) group Bl —in all buildings except those three stories or less in height with two or less dwelling units between one-hour fire separations; (2) group B2—in buildings two stories or less in height, in assembly spaces and exits therefrom; (3) group B2—in buildings three stories or more in height, entire building including accessory and mixed occupancies; (4) group 133—all buildings, except in buildings tAvo stories or Iess in height where both levels exit directly to grade; (5) group B4—all buildings; and (6) groups BI through B3—in the following locations: (i) cellars exceeding 4.000 square feet in fire area; (ii) cellar space used for storage of flammable materials where such space exceeds 2,500 square feet in area; (iii) above-grade garage within a multiple dwelling where the fire area of the garage - exceeds 5,000 square feet; and (iv) below-grade garage within a multiple dwelling where the fire area of the garage exceeds 2.000 square feet. (b) Sprinkler systems shall be installed in accordance with reference standard RS 57-1 (see section 1250.3 of this code), except that sprinkler systems in groups B 1, B2 and B3 occupancies four stories or less in height shall be in accordance with reference standard RS 57-2 (see section 1250.3 of this code). Historical Nate See_ filed Dec. 13, 1983. amds. filed: Oct, 25, 1985; Aug, 16, 1994; July 7, 1995 CM July 26. 1995. Amended (b). § 742.5 Standpipe systems. A standpipe system, installed in conformity with the requirements of section 1060.5 of this code, shall be provided in all occupancies, including accessary garage, in buildings four or more stories in height. f. Historical Note Sec. filed Dec. 13, 1983 eff. Jar.. 1. 1984. § 742.6 Smoke-detecting alarm devices.. (a) Smoke-detecting alarm devices, installed in conformity with section 1060. 10 of this code shall be provided outside each separate sleeping area, in each sleeping space and on each floor level within dwelling units or in sleeping rooms for group B2 occupancy as follows: Group B1 —all buildings Group 132--all buildings Group B3—ail buildings 12,170 Executive Jan-Oct 1995 NACE ENGINEERING ., P. C. 37 Chester Street, Glens Falls, NY 12801 Phone - 518-745-4400 Fax - 518-792-8511 l�A November 19, 1998 Project # 47251 Mr. Chris Round, Director Queensbury Town Planning Department 745 Bay Road Queensbury, NY 12804 Re: Wegman Assisted Living Facility A0000 Site Plan #50-98 Dear Chris: During their construction inspections at the Wegman site, the Queensbury Water & Sewer Department asked that, if passible, we move the new water and sewer mains to the east side of Woodvale Road. I have investigated this change and found it to be feasible. I have revised the drawings to show this change and am enclosing two signed and sealed sets for your records, These revised drawings have already been reviewed and approved by the Water & Sewer Dept. Since the new water main location will impact additional ACOE wetland, I have also revised the Grading & Drainage plan to show this additional impact. The total project impact still remains less than 113 acre. The revised plan will be filed with ACOE_ S cerely, Thomas W. Nace, P-E. cc wlencl. : Ralph VanDusen - 'Water & Sewer Dept. Joe McEntee - Wegman Companies Pat Fitzsinunons - Pike Dan +Galusha - Galusha & Sons THE SEAR-BROWN GROUP FULLrSERVICE DESIGN PROFESSIONALS 135 DELAWARF AVENUE. SUITE 407 BUFFALO, NFW YORK 14202-2410 716-852-8817 FAX: 716-852-8836 October 28, 1998 Dave Hatin — Town of Queensbury t ( ' 742 Bay Road Queensbury, New York 12804 RE: Queensbury Manor, Enriched Living Facility 15351 Dear Mr. Hatin: Below is a list of answers that should satisfy your questions from our phone conversation of 10-27-98. All of the information shown herein will be added to the construction documents pending your approval, and I will re-issue updated sets of drawings and specifications to ,you prior to construction. 1 . A cut sheet showing the lever handle hardware specified in the project manual is attached to this package. 2. The roof trusses thought to interfere with the firewall in the core area will not do so. This is shown in section 7/S 12, 3. The building has been designed in compliance with the New York State building code, Section 803.4, design wind velocity 75 mph. 4. Ventilation is indicated for the second floor elevator mechanical room on drawing M06. 5. Fire department Siamese connection is located at the front of the building as shown on sheet FPO I . 6. A detail is attached to this package depicting the draft curtain to be constructed at the monumental staircase in the core area. 7. We will provide detection systems in all enclosed spaces and rooms throughout the facility, including housekeeping rooms, offices, restrooms, etc. This will be added to the construction documents prior to construction. 8. In reference to the concerns regarding the attachment of the framing at the fire walls, the floor and roof framing will not be anchored onto the wall ledgers. This framing will rest on the ledgers, therefore it will not pull the fare wall down in the event of a fire. \4 E�V ` ORK • PENNSyI Vn\JIA C t LORADO - UTAH STANDARDS IN EXCELLENCE r ( u:+i c:11)130RIUNI'l r Hari 0 r R SEAR-BROVM If you have any further questions or concerns please feel free to contact myself, or Jerry Young at (716) 852-8817, Sincerel , Shawn Vy'rLg lt.. Assistant Architect CC: Joe McIntee, Wegmans Mark Petroski, Sear-Brown Jerry Young, Sear-Brown THE SEAR-BROWN GROUP FULLrSERViCE DESIGN PROFESSIONALS 85 METRO PARK ROCHESTER, NEW YORK 1 462 3-2674 716-475-1440 FAX: 715-272-1914 August 27, 1998 Town of Queensbury Department of Community Development 742 Bay Road Queensbury, New York 12804 RE; Enriched Housing Development Woodvale Road Dear Code Official: Enclosed, please find the following: Plans and Specifications (2 sets) Building Permit Application Energy Code Compliance Application Driveway Permit Application Fee ($3,000) As a result of our informal meeting, we understand that your official review could not commence until an application was received. We are submitting the enclosed plans and specifications to start the process. Subsequent to your review, we will make any necessary revisions and resubmit two sets of stamped building plans for construction, which will also satisfy the New York State Education Law requirements. The Sear-Brown Group will be the architect of record for this project but the site plans are being developed separately by Nace Engineering, P.C. We understand that site plans are already on file with your office, however if additional sets are required to satisfy your building permit checklist, we can coordinate having more sent. The septic system permit application was not submitted since public sewers will serve the site. Please, if anything is required to initiate your review, notify us as soon as possible. Sincerely, Mark E. Petroski, P.E. Project Manager c: Joe McEntee Tom Nace 15351 _L0001 NEW Y[OKK - PEN NSYLVANIA COLORADO - 11T.AH STANDARDS IN EXCELLENCE EQUAL OPPORTUNITY i- lfiLOYER STORMWATER MANAGEMENT REPORT FOR WEGMAE ASSISTED LIVING FACILITY Town of Queensbury, New York Warren County Prepared by: MACE ENGINEERING, P .C . 37 CHESTER STREET GLENS FALLS, NY 12801 Thomas W. Nace, P.E. August 1998 File: #47251 STORMWATER MANAGEMENT REPORT FOR WEGMAN ASSISTED LIVING FACILITY INTRODUCTION The site of the proposed Wegman Assisted Living. Facility is on the northeast side of Woodvale Road in the Town ofQueensbury, NY. The entire site contains approximately 7.38 acres. This report addresses drainage issues pertaining to the entire (build out) development of the site. EXISTING CONDITIONS The existing site contains a drainage swale bordering Woodvale Road. There is also a drainage ditch crossing the northwest corner of the property where a culvert from the west side of Country Club Road outlets, These areas contain A. C. O_E_ wetlands which are delineated on the site plan. The existing land slopes gently away in all directions from a high point near the northeastern corner of the site. The entire site is a field which is occasionally mown for hay. The existing site is divided into three drainage areas. The northern quarter of the site drains, via sheet flow, northward into the existing drainage channel which crosses the northwest corner of the property. The western quarter drains southwesterly into the drainage Swale along Woodvale Road. This Swale slopes very gently to the south and eventually outlets into a low area in the existing field just south of this site. The main (central and south) portion of the site slopes gently to the south and east, outletting into the same low area in the field just south of the site and into an existing drainage ditch to the east of the site which the low area also outlets into. This ditch flows northeast, eventually outletting into an unnamed stream. Soils on the project site are classified as Raynham silt loams by the SCS soils mapping. Test pits performed by Fred Dente Engineering, P.C . showed approximately I foot of topsoil over silts, fine sand and clay to a depth of 2. 5 to 8 feet. Bedrock was encountered in the central portion of the site at depths varying between 2. 5 and 7. 5 feet. In the western portion of the site no bedrock was encountered up to a depth of 8 feet. Groundwater was generally present just above the rock surface. Perched water was encountered in some of the test holes in thin seams of fine sand between layers of silt and clay. DRAINAGE. METHODOLOGY Due to the slow percolation rates of the soils on site, it is proposed to collect stormwater runoff from the developed site and detain it in shallow swales and a detention basin on site, The swales will be wide and flat in order to slow down and detain the flow. The outlet from the bottom of 1 the detention basin will be sized to regulate flow so that the outflow rate does not exceed the predevelopment runoff rate from the site. The basin and swales will outlet into the same areas which presently collect runoff from the site. This will maintain the existing drainage patterns, Runoff" from the building roofs will be collected in gutters and discharged from downspouts onto the ground where it will sheet flow to drainage swales. Runoff" from paved areas will sheet flow to catch basins or drainage swales. No curbs are proposed for the paved areas. Drainage from the northern quarter of the site (including the rear half of the roof on the western half of the building and a portion of the service drive) will be allowed to sheet flow to a wide, flat swale north of the building. This swale will drain from west to east and will outlet at the head of an existing swale which presently carries most of the runoff from this area. Drainage from the western portion of the site (including a small area of pavement at the end of the parking lot) will sheet 'flow into a swale at the north side of the driveway. This runoff will continue through a culvert under the driveway and outlet into the existing drainage swale along the east side of W oodvale Road. Drainage from the main portion of the site (including the majority of the building roofs and paved areas) will be collected in a series of swales and storm drains. These all outlet into a proposed detention pond. The pond is designed as a large, shallow, dry pond. The pond will outlet through a culvert sized to regulate the peak flow to predevelopment levels. The culvert outlets into an existing drainage ditch located on the adjacent property to be retained by Mr. Wiswall who presently owns the project site. This drainage ditch presently receives all of the runoff from this portion of the site. Drainage patterns for the existing and developed site are shown on the attached drainage plans. These also label the components of the drainage system as they are modeled in the HydroCAD analysis. CALCULATIONS - All computations SCS TR-20 HydroCAD. - 50 year storm event - Type II rainfall = 4.9" . - Soil conditions - SCS mapped as Raynham silt loams - group C soils. Runoff rate and volume computations for the 50 year storm event have been completed for both the pre-developed and developed sites. Detention basin and swale outlets have been sized to regulate developed peak outflow to no more than the pre-developed peak runoff rates (within the level of accuracy of the computations). The size of the basin has been set to keep the water level shallow and to maintain freeboard during a 50 year design storm. See attached HydroCAD analysis for all computations. 2 CONCLUSIONS Northern Quarter of Site Pre-developed peak runoff rate - 4 . 21 cfs Post developed peak runoff rate - 4 . 35 cfs Western Quarter of Site Pre-developed peak runoff rate - 3 .01 cfs Post developed peak runoff rate - 3 .07 cfs Central (main) Portion of Site Pre-developed peak runoff rate - 6. 95 cfs Post developed peak runoff rate - 4. 76 cfs Pond # 1 Peak inflow - 10.29 cfs Peak outflow - 4. 76 cfs Max depth of water- 1 . 5 feet Min. freeboard - 1 . 5 feet Based upon the attached HydroCAD analysis, the swaies and detention basin have sufficient capacity to manage all runoff generated during a 50 year storm event and post development runoff is maintained at or below pre-developed conditions. 3 1 I 4 d 4 } 5 f TI 'S6,'04" fW 5 , 28 ., t if potoo tibia OF ••__ r ay� rr r ii 'l�ntt , - --- 1 jr or oil i � f i - % �f 1 f .r i ' t, + ! Pit 4sit i a r � .1 f 0 y ly • i , ai , J� Jt+ r` ,'•i / ~.� � Fit I Fir 4 , `•1 + r e -ter' ' + FIFt f 51 . ._ "` 325 oof eoo i1 ft t i r FF r tGp A'0 ' �^ ,r 11 Itla L I ` 1 a 1 ! l' JK ir'r i 1 e r + -___ , + . ' Y "f^ l r ,• r OFF of 'f OF � t I r i + 0 l f r r � + IF t`a a ` r! j r � t`J i t r s of IF I i r' tFFFFFFI + J 0 ' i ly r,r '''yj t; a If t i r r +Je I OF �� , t i LEGEND 9� ;r � o . 1 ! r^�.. i f r r , , , if j J ,' ' _ LOD ©uTcsoP ,F I SUBCATCHMENT r- , r I r It `r r it/J r' op 4 i 4 yt i o, 11i ILA r oft i F ti REACH t y r r/ I1 r f r' •.� _J r ,l k ,% POND I ' i 1 i as 1 ] pi 1 NACE ENGINEERING,P.C. WEGMAN COMPANIES DRAINAGE REPORT 37 CHESTER STREET ASSISTED LIVING FACILITY EXISTING CONDITIONS GLENS FALLS, NY L ell i ti r i i t o f f i To 1 t j r f r rr n A 'rf t vr LEGEND �t_Y►I�YiYa � ,' SUBCATCHMENT : t 13 F REACH 21 POND S � s � i NACE ENGINEERING,F.C. WEGMAN COMPANIES i DRAINAGE REPORT 37 CHESTER STREET IASSISTED LIMING FACILITY i DEVELOPED CONDITIONS GLENS FALLS, NY ll ' HydroCAD RESULTS PRE-DEVELOPED CONDITIONS Data for 47251 WEGMAN QUEENSHURY SITES - EXISTING Page I TYPES II 24 -HOUR RAINFALL- 4 . 9 IN Prepared by NACE ENGINEERING , P . C . 24 Aug 98 HydroCAD 4 . 52 000576 ( c ) 1986 - 1996 Aipplied Microcomputer Systems WATERSHED ROUTING _ _ ..._ _ _ _ _ __ __ _. _ _..- -- - - - -- -- -- -- --- A 1+t 4 ) SUBCATCHMENT ❑ REACH POND LINK Data for 47251 WEGMAN QUEENSBURY SITE - EXISTING Page 2 TYPE II 24 -HOUR RAINFALL= 4 . 9 IN Prepared by NACE ENGINEERING , P . C . 24 Aug 98 HydroCAD 4 . 52 000576 ( c ) 1986 - 1996 Applied Microcomputer Systems SUBCATCHMENT 1 AREA DRAINING NORTH PEAK= 4 . 21 CFS Q 12 . 03 HRS , VOLUME_ . 26 AF ACRES CN SCS TR - 20 METHOD 1 . 68 71 HAY FIELD - SOIL GROUP C TYPE II 24 - HOUR RAINF'AI.LF 4 . 9 IN SPAN= 10 - 20 HRS , dt= . 1 HRS Method Comment Tc min TR- 55 SHEET FLOW ACROSS FIELD 15 . 1 Grass : Dense n= . 24 L= 100 ' P2 = 2 . 4 in 8- - 025 SUBCATCHMENT 1 RUNOFF AREA DRAINING NORTH 4 . 0 AREA -.-:: 1 . 68 AC 3 . 5 Tc = 15 . 1 MIN CN = 71 3 ' U 5CS TR - 20 METHCID Lo TYPE II 24 - HOUR < 2 . 5 u RAINFALL .- 4 . '9 IN 2 . 1 PEAK = 4 . 21 CFS e 12 , 03 HRS DTI 1 5 UOLUME = . 26 AF 1 . 0 5 0 . em c i r y (s to r- m cSj c-„ TIME ChcDurs7 Data for 47251 WEGMAN QUEENSEURY SITE - EXISTING Page 3 TYPE II 24 -HOUR RAINFALL= 4 . 9 IN Prepared by NACE ENGINEERING , P . C . 24 Aug 98 H droCAD 4 . 52 000576 c 1986 - 1996 Applied Microcomputer Systems SURCATCHMHNT 2 AREA DRAINING SOtrrHKAST PEAK= 6 . 95 CFS ® 12 . 23 HRS , VOLZ]ME= . 65 AF ACRES CN SCS TR- 20 METHOD 4 - 22 71 HAY FIELD - SOIL GROUP C TYPE II 24 - HOUR RAINFALL- 4 . 9 IN SPAN-- 10 - 20 HRS , dt = . l HRS Method Comment Tc (min) TR - 55 SHEET FLOW ACROSS FIELD 28 . 7 Grass ; Dense n= . 24 L=200 ' P2 =2 . 4 in s = _ 02 ' / ' SHALLOW CONCENTRATRD/UPLAND FLOW SHALLOW SWALE 3 . 2 Grassed Waterway Kv= 15 L= 350 ' s= . 015 / ' V= 1 . 84 fps Total Length-. 550 ft Total Tc= 31 . 9 SUBCATCHMENT 2 RUNOFF AREA DRO I NI NG SOUTHEAST 6 S AREA . 4 . 22 AC 6 0 Tc = 31 . 9 MIN 5 . 5 CN = 71 5 . 0 4 5 SCS TR - 20 METHOD TYPE II 24 - HOUR u 4 . 0 RAINFALL = 4 . 9 IN 3 5 3 . 0 PEAK -- 6 . 95 CFS p 2 5 @ 12 . 23 HRS VOLUME = . 65 OF is 2 - a 1 . 5 1 . Q 5 T I r I C�a TIME ChcLArrs ) Data for 47251 WRGMAN QUEEKSgURY SITE - 39XISTING Page 4 TYPE II 24 -HotyR RAINFALL= 4 . 9 IN Prepared by NACE ENGINEERING , P . C . 24 Aug 98 H drOCAD 4 . 52 000576 c 1986 - 1996 A lied Microcomputer systems SUBCATCHMENT 3 AREA DRAINING TOWARD WOODVALK ROAD PEAK- 3 . 01 CYS (�D 12 . 12 HRS , VOLUME= . 23 AF ACRES CN SCS TR - 20 METHOD 1 . 48 71 RAY FIELD - SOIL GROUP C TYPE II 24 -HOUR RAINFALL= 4 . 9 IN SPAN= 10 - 20 HRS , dt = . 1 HRS Method Comment _ Tc (min) TR - 55 SHEET FLOW ACROSS FIELD 22 . 8 Grass : Dense ra- . 24 L= 150 ' P2 = 2 . 4 in s= . 02 5UBCOTCHMENT .3 RUNOFF AREA DRAINING TOWARD WOODUOLE ROOD 3 . a 2 . 8 AREA = 1 . 4B AC 2 . 6 Tc -- 22 . 8 MIN 2 - 4 CN -- 71 2 . 2 2 . a SCS TR - 20 METHOD Lo ti— 1 8 TYPE II 24 — HOUR U 1 . 6 RAINFALL = 4 . 9 IN 1 ' 4 PEAK — 3 . 01 CFS CD 1 . 0 e 12 . 12 HRS VOLUME = . 23 AE Li- 8 . 6 . 4 . 2 a . e cx) m IN) TIME ( hQure) 7 HydroCAD RIESULTS DEVELOPED CONDITIONS, Data for 47251 WEGMAN QUEENSBURY SITE - DEVELOPED Page 1 TYPE II 24 -HOUR RAINFALL- 4 . 9 2N Prepared by NACE ENGINEERING , P . C . 24 Aug 98 HydroCAD 4 . 52 000576 ( c ) 1986 - 1996 Alaplied Microcomputer Systems WATERSHED ROUTING 1 1 ' 11 Y i./•..1GF �r- C.4'�1 .1� GALS 1..._) ^ 4. > L2] Cam c e *i J2. To m eL ( } SUBCOTCHMENT REPICH FOND Li LINK Data for 47251 WEGMAN QURRNSBURY SITE - DEVELOPED Page 2 TYPE II 24 -HOUR RAINFALL= 4 . 9 IN Prepared by NACE ENGINEERING , P . C . � 4 Aug 98 HydroCAD 4 . 52 000576 ( c ) 1986 - 1996 A3rplied Microcomputer Systems SUBCATCHMENT 1 AREA DRAINING NORTH PEAK= 4 . 35 CF'S 0 12 . 16 HRS , VOLUME-- . 36 AF ACRES CN SCS TR - 20 METHOD 1 . 51 74 LAWN 'TYPE II 24 -HOUR. . 19 98 ROOF RAINFALL. 4 . 9 IN . 12 98 PAVEMENT SPAN-- 10 - 20 HRS , dt = . 1 HRS 1 . 82 78 Method Comment fic min TR- 55 SHEET FLOW ACROSS ROOF AND THROUGH GUTTERS 3 . 0 Smooth surfaces n= _ 011 L= 100 ' P2 =2 . 4 in s= . 003 TR - 55 SHEET FLOW ACROSS LAWN 10 . 6 Grass : Dense n= . 24 L=50 ' PP2 -2 . 4 in s- . 015 f ' RRCT/VEE/TRAP CHANNEL SHALLOW. FLAT S'WALE 13 . 3 W=20 ' D= 1 . 5 ' SS = . 05 ' f ' a= 75 sq - ft Pw= 90 . 1 ' r= . 937 ' s = . 001 ' f ' n= . 24 V= . 19 fps L= 150 ' Capacity=14 . 1 cfs Total Length= 300 ft Total Tc= - - - - 26 . 9 - - SUBCATCHMENT 1 RUNDFF AREA DRAINING NORTH 4 - 0 AREA . 1 . 82 AC 35 - Tc - 26 . 9 MIN CN -- 78 3 . 0 SCS TR - 20 METHOD TYPE II 24 - HOUR u 2 . 5 RAINFALL - 4 . 9 IN 2 ® PEAK -- 4 . 35 CE5 CD @ 12 . 16 HRS -j 1 ` 5 UOLUME - . 36 AE 1 . ® . 5 - Om Q.0 r- 03 M CS]r c\j TIME ( hour- a) ) Data for 47251 WHGMAN QUEENSBURY SITE - DEVELOPED Page 3 TYPE II 24 -HOUR, RAINFALL= 4 . 9 IN Prippared by NACE ENGINEERING , P . C . 24 Aug 98 HydroCAD 4 . 52 000576 ( c ) 1986 - 1996 Applied Microcomputer SVstems SUBCATCHMENT 2 REAR EAST BLDG . WING + SOUTH END OF SITE PEAK-- 7 . 41 CFS Q 12 . 15 HRS , VOLUME= . 61 AF ACRES CN SCS TR- 20 METHOD 2 _ 36 74 LAWN TYPE II 24 - HOUR . 21 98 ROOF RAINFALL= 4 . 9 IN _ 38 98 PAVEMENT SPAN= 10 - 20 HRS , dt= . 1 HRS 2 . 95 79 Method Comment Tc (min ) TR - 55 SHEET FLOW ACROSS ROOF AND THROUGH GUTTERS 3 . 0 Smooth surfaces n= , 011 L� 100 ' P2 =.2 . 4 in s = . 003 TR- 55 SHEET FLOW ACROSS LAWN 21 . 4 Grass : Dense n= . 24 L= 120 ' P2 -2 . 4 in s= _ 015 SHALLOW CONCENTRATED/UPLAND FLOW SWALE TO POND 1 . 8 Grassed Waterway Kv=15 L= 200 ' s = . 015 / ' V=1 . B4 fps. Total Length.- 420 ft Total Tc= 26 . 2 - - SUBCATCHMENT 2 RUNOFF REAR EAST BLDG . WING + SOUTH END OF SITE 7 . 0 AREA - 2 . 95 AC 6 . 5 Tc = 26 . 2 MIN 6 ' O CN = 79 5 . 5 �* 5 . O SCS TR - 20 METHOD `O 4 . 5 TYPE II 24 - HOUR U 4 8 RAINFALL ::-- 4 . 9 IN 3 . 5 PEAK , 7 . 41 CFS � � . e @ 12 . 15 HRS 2 . 5 VOLUME -- . 61 OF 2 . Q 1 . 5 1 . 0 . 5 ® . 0 Ln � n co M � I I I c,,a TIME ( hcurs ) Data for 47251 WEGmAN QUgLNSBURY SITE - DEVELOPED Page 4 TYPE II 24 -HOUR RAINFALL= 4 . 9 IN Prepared by NACE ENGINEERING , F . C . 24 Aug 98 HydroCAD 4 . 52 000576 fc ? 1986 - 1996 Applied Microcomputer Systems SUSCATCHMENT 3 FRONT OF WEST WING OF BUILDING PEAK= 1 . 06 CFS p 12 . 10 HRS , VOLUME= . 08 AF ACRES CN SCS TR- 20 METHOD . 19 74 LAWN TYPE II 24 - HOUR . 13 98 ROOF RAINFALL= 4 . 9 IN . 32 $4 SPAN-. 10 - 20 HRS , dt= . l HRS Method Comment Tc ? rn'; 7ER - 55 SKEET FLOW ACROSS ROOF .AND GUTTERS 3 . 0 Smooth surfaces n= , 011 L=100 ' P2 =2 . 4 in s= . 003 TR- 55 SHEET FLOW ACROSS LAWN 18 . 5 Grass : Dense n= _ 24 L= 100 ' P2 = 2 . 4 in 5= _ 015 ' / ' Total Length= 200 ft Total Tc= 21 . 5 SUBCATCHMENT 3 RUNOFF FRONT OF WEST WING OF BUILDING 1 . 0 AREA . . 32 AC 9 Tc = 21 . 5 MIN 8 CN = 84 7 SCS TYPERIIU24 METHOD R (_+ U 6 RAINFALL - 4 . 9 IN 5 PEAK - 1 . 06 CFS 4 e 12 . 1 HRS 3 UOLUME = e8 OF 1 �1_ LO t o r 00 M CD I r TIME (hours) Data foy 47251 WEGMAN QUSENSBURY SITE - DEVELOPED Page S TYPE II 24 -HOUR RAINFALL= 4 . 9 IN Prepared by NACE ENGINEERING , P . C . 24 Aug 98 HydroCAD 4 . 52 000576 ( c ) 1986 - 1996 Applied Microcomputer Systems SUBCATCHMENT 4 PARKING LOT PEAR- 3 . 17 CFS [ 11 . 86 HRS , V0LTJME= . 14 AF ACRES CN SCS TR- 20 METHOD . 14 74 LAWNfLANDSCAPING TYPE II 24 --HOUR . 37 98 PAVEMENT RAINFALL= 4 . 9 IN • Sl 91 SPAN= 10 - 20 HRS , dt = . l HRS Method Comment Tc min TR- 55 SHEET FLOW ACROSS PAVBMEINT 1 , 9 Smooth surfaces n= . 011 L= 150 ' P2 = 2 . 4 in s= . 02 / SUBC 1TCHMENT 4 RUNOFF HARKING LOT 3 . a 2 . 8 AREA - . 51 AC Tc = 1 . 9 MIN 2 . 8 CN = 91 2 . 4 2 . 2 SCS TR - 20 METHOD (n 2 TYPE II 24 -- HOUR C4 U 1 . 8 RAINFALL - 4 . 9 IN 1 . 6 :3 1 . 4 PEOK - 3 . 17 CFS rD 1 . 2 @ 11 . 86 HRS —j 1 . O UOLUME - . 14 OF 8 6 4 2 TT Ln k�O r-- co CT) m I I TIME ( hour- z-> ) Data for 47251 WEGMAN QUEENSBURY SITE - DEVELOPED Page 6 TYPE II 24 -HOUR RAINFALL-- 4 . 9 IN Prepared by NACE ENGINEERING , P . C . 24 Aug 98 HydroCAD 4 . 52 000576 ic ? 1986 -- 1996 Applied Microcomputer Systems SUBCATCHMENT 5 FRONT OF BAST BLDG , WING + ROAD PEAK= 1 . 46 CFS 0 12 . 14 HRS , VOILUME= . 12 AF ACRES CN SCS TR- 20 METHOD . 21 74 LAWN TYPE II 24 - HOUR . 13 98 ROOF RAINFALL- 4 . 9 IN . 11 98 PAVEMENT SPAN= 10 - 20 HRS , dt- . 1 HRS . 45 87 Method Comment Mc 1, 4nl TR- 55 SHEET FLOW ACROSS ROOF AND THROUGH GUTTERS 3 . 0 Smooth surfaces n= . 011 L= 100 ' P2-2 . 4 in S= _ 003 TR- 55 SHEET FLOW ACROSS LAWN 22 . 8 Grass : Dense n= , 24 L- 150 ' P2 =2 . 4 in s - . 02 1 / 1 Total Length= 250 £ t Total To= - 25 . 8 SU BCATCHMENT 5 RUNOFF FRONT OF EAST BLDG , WING + ROAD 1 . 3 AREA . 45 AC 1 . 2 Tc = 25 . 8 MIN 1 . 1 CN = 87 1 ® SCS TR - 20 METHOD to g TYPE II 24 - HOUR ti- U . S RAINFAI.._ L -. 4 . 9 IN ' . 7 6 PEAKS 1 . 46 CFS r� e 12 . 14 HRS .j 5 UOLUME = . 12 AF V- . 4 . 3 2 . 1 L . O b Ln r- co rsr — I r I fV TIME C hoLAr-- � J Data. .for 472SI WEGMAN {7USENSBURY SITE - DEVELOPED Page. 7 TYPE II 24 -HOUR RAINFALL= 4 . 9 IN Prepared by NACE ENGINEERING , P . C _ 24 ,Aug 98 HvdroCAD 4 . 52 000576 Ic ? 1986 - 1996 Lk2plied MiCrocoMputer Systems SUBCATCHMENT 6 AREA DRAINING TO WOODVALE ROAD PEAK= 3 . 07 CFS (0 12 . 13 HRS , VOLUME= . 24 AF ACRES CN SCS TR- 20 METHOD 1 . 20 74 LAWN TYPE II 24 -HOUR 108 98 PAVEMENT RAINFALL= 4 . 9 IN 1 . 28 76 SPAN= 10 -- 20 HRS , dt = . 1 HRS Method Comment Tc (min) TR- 55 SHEET FLOW ACROSS LAWN 24 . 2 Grass : Dense n= _ 24 L= 140 " P2 =2 . 4 in s = . 015 SUBCATCHMEfNT 6 RUNOFF PREP DRAINING TO WOODUALE ROAD 3 . 0 2 . 8 AREA = 1 . 28 AC 2 . 6 Tc = 24 . 2 MIN 2 . 4 CN = 76 2 . 2 Lo 2 0 SCS TR - 20 METHOD �+- 1 e TYPE II 24 --- HOUR i . 6 RAINFALL = 4 . 9 IN PEAK . 3 . 07 CFS O 1 . 2 @ 12 . 1 .3 HRS --i 1 k OULUME = . 24 OF 6 4 . 2 0 . ®c r\j m v �n Q0 r- OD +s m TIME � houra Data for 47251 WROMAN QUEENSBURY SITE - DEVELOPED Page 8 TYPE II 24 -HOUR RAINFALL= 4 , 9 IN Prepared by NACE ENGINEERING , P . C . 24 Aug 98 HvdraCAD 4 . 52 000576 (c ) 1986 - 1996 Applied MicrocomputerSystems REACH 1 CB#1 TO CB#2 Qin = 1 . 06 CFS @ 12 . 10 HRS , VOLUME= . 08 AF Qout = 1 . 05 CFS 0 12 . 11 HRS , VOLUME-- . 08 AF , ATTEN= 1t , LAG= . 9 MIN DEPTH END AREA DISCH { FT } { Sp- FT ) ( CFS ) 12 " PIPE STOR - IND+TRAITS METHOD 0 . 0 - 0 . 0 0 , 00 PEAK DEPTH= . 35 FT . l 0 - 0 . 08 n= . 01 PEAK VELOCITY-- 4 . 3 FPS . 2 . 1 . 34 LENGTH-- 155 FT TRAVEL TIME _ . 6 MIN . 3 . 2 . 76 SLOPE- . 0071 FT/FT SPAN= 10 - 20 HRS , dt= . l HRS . 7 _ 6 3 . 27 _ 6 . 7 3 . 81 . 9 . 7 4 , 16 . 9 . 8 4 . 20 1 . 0 . 8 4 . 16 1 . 0 . 8 3 . 90 REPCH 1 INFLOW & OUTFLOW CB # 1 TO CB # 2 1 ® 1 Z " ' PIPE 9 n -- . al L = 155 ' S = . O ® 7i O STOR - IND + TRANS METHOD . 7 VELOCITY = 4 . 3 FPS n TRAVEL = . 6 MIN (-4- 6 u ' S Din = 1 . 06 CFS Gout :-- 1 . 05 CFS p 4 LAG -. 9 MIN IL O 2 1 C Om cv m Ln QD r- CY.} m CS) TIME ( hours ) Data for 47251 WEGXAN QUEENSSURY SITS - DEVELOPED Page 9 TYPE II 24 -HOUR RAINFALL= 4 . 9 IN Prepared by NACE ENGINEERING , P - C , 24 Aug 98 HvdroCAD 4 . 52 000576 ( c ) 1986 - 1996, Aoolied Microcornnuter Systems REACH 2 CS#2 TO CS# 3 Qin = 3 - 56 CFS r9 11 , 87 HRS , VOLUME-- . 22 AP Qout = 3 . 53 CFS 0 11 . 88 HRS , VOLUME= . 22 AF , ATTEN= 1 * 1 LAG= . 3 MIN DEPTH END AREA DISCH ( FT) ( SO- FT) ( CFS ) 12 " PIPE STOR- IND+TR.ANS METHOD 0 - 0 - 0 . 0 0 . 00 PEAK DEPTH- . 63 FT . 1 0 . 0 . 10 n= _ 01 PEAK VELOCITY= 6 . 7 FPS . 2 . 1 - 42 LENGTH-- 87 FT TRAVEL TIME _ . 2 MIN - 3 . 2 . 93 SLOPE= - 0106 FT/FT SPAN= 10 - 20 HRS , dt = - 1 HRS . 7 . 6 3 - 99 - 8 . 7 4 , 66 . 9 . 7 5 - 08 - 9 . 8 5 , 13 1 . 0 . 8 5 . 08 1 . 0 . 8 4 . 77 REACH 2 INFLOW & OUTFLOW CB # 2 TO CB # 3 3 . 4 3 . 2 12 " PIPE 3 . 0 n - . © 1 L - 87 ' S - . 0106 2 . 8 2 . 6 STOR - IND + TRANS METHOD 2 . el VELOCITY = 6 . 7 FPS ` 2 2 TRAVEL . 2 MIN u 2 . Q -' 1 . B Qin = 3 . 56 CFS 1 . Ea Gaut - 3 . 53 CFS p LAG . . 3 M I N 8 . 6 4 2 0 . 0 Us) L'o r� OD m m TIME C hour- �TD 7 Data for 47251 WEGMAN QUEENSBURY SITE - DEVELOPED Page 10 TYPE II 24 -HOUR RAINFJLTjL$ 4 . 9 IN R Prepared by NACE ENGINEERING , P . C . 24 Aug 98 HvdroCAD 4 . 52 000576 ( c ) 1986 - 1996 Applied Microcomputer Systems REACH 3 CB#3 TO DETENTION POND Qin = 4 . 11 CFS 0 11 . 89 HRS , VOLUME-- . 34 AF Qout= 4 . 05 CFS Q 11 . 90 HRS , VOLUME= . 34 AP , ATTEN= 2W . LAG= . 4 MIN DEPTH END AREA DISCH ( FT ) ( SO- FT ) ( CFS ) 18 " PIPE STOR- IND+TRANS METHOD 0 . 0 - 0 . 0 0 . 00 PEAK DEPTH- . 66 FT . 2 . 1 . 20 n= . 01 PEAK VELOCITY= 5 . 4 FPS _ 3 . 3 . 85 LENGTH= 105 FT TRAVEL TIME = . 3 MIN . 5 . 4 1 . 89 SLOPE= . 005 FT/ FT SPAN-. 10 - 20 HRS , dt= . 1 HRS 1 . 1 1 . 3 8 . 08 1 . 2 1 . 5 9 . 44 1 . 4 1 . 7 10 . 29 1 . 4 1 . 7 10 . 39 1 . 5 1 . 8 10 . 29 1 . 5 1 . 8 9 . 66 IFREACH 3 INFLOW & OUTFLOW CB # 3 TO DETENTION POND 4 . e 18 " PIPE 3 . 5 ► , = . Q1 L - 105 ` S = . 005 3 . 0 STOR - IND + TRANS METHOD , . UELOCITY = 5 . 4 FPS t-t- S TRAUEL = . 3 MIN u � 1 2 . ® Qin = 4 . 11 CFS 7B Qout - 4 . 05 CFS CD 1 . 5 LAG = 4 MIN 5 ® . ®m cu r• } cy �n �Cr r- oa rn m TIME ( hours ) Data for 47251 WEGDSA.N QUSENSBURY SITE - DEVELOPED Page. 11 TYPE II 24 -HOUR RAINFALL= 4 . 9 IN Prepared by MACE ENGINEERING , P - C . 24 Aug 98 HydroCAD 4 . 52 000576 { cl 1986 - 1996 Applied MICrOCOmputer SVstems POND 1 DETENTION BASIN Zi.n = 10 . 29 CPS 0 12 , 15 HRS , VOLUME-- . 94 AF Qout= 4 . 76 CPS 0 12 . 46 HRS , VOLUME= . 93 AF , ATTEN= 54 $ , LAG= 18 . 3 MIN ELEVATION AREA INC . STOR CUM . STOR STOR- IND METHOD ( FT ) ( SF ) (CF) ( CF ) PEAK STORAGE = 12820 CP 320 . 5 0 0 O PEAK ELEVATION= 322 . 0 FT 321 . 0 4307 1077 1077 FLOOD ELEVATION= 323 . 5 FT 322 . 0 19662 11985 13061 START ELEVATION 320 . 5 FT 323 . 0 28914 24288 37349 SPAN- 10 - 20 HRS , dt = . l HRS 323 . 5 33200 15529 52878 Tdet= 37 . 4 MIN ( . 93 AF) ROUTS INVERT OUTLET DEVICES 1 P 3 2 O . 5 ' 15 " CT]'LVERT ..- -... n= . 01 L-180 ' S= , 003 ' / ' Ke= _ 5 Cc= . 9 Cd= _ 6 POND 1 INFLOW & OUTFLOW DETENTIfiN BASIN 10 9 STOR - IND METHOD PEAK STOR = 12820 CE g 'PEAK ELEV . 322 FT Gin - 10 . 29 C1= S `n uc:) Ut - 4 . 76 CFS u 6 LAG . 18 . 3 MIN � S � r � O q r TIME ( hour, a> ) REMOVE EXIST. CAP & CONNECT TO EXIST. 8" DIP WATER MAIN \ 8' VALVES ROD VALVE \ TO TEE 8' CAP &THRUST BLOCK / UTILITY SIMTCHGEAR I I EXISTING 8" DIP .! WATER MAIN I EXISTING HYDRANT I Iw o� I 1 C6. Is _/ z h�- N 2956'00" W / 1 � 13.18' TAX MAP No. 61-1-20 ZONED UR-1A LAND TO BE RETAINED BY WISWALL PAD MOUNTED TRANSFORMER SEE ELECTRICAL BUILDING DRAWINGS LAND TO BE RETAINED BY IINSWALL LOCATION MAP .............. \ \ :.:.. \ :.:.� .�.. N it ... .'o�J..:.'.'.'...' ;i \ .... . \ `: '.' POTENTIAL PARKING .. ........ ' 18 SPACES :.�. \ �5 ; NEW !. \ \` MH 2 INV IN 320.45' :..:.}:.:.:.:. / i INV OUT 320.35• :.:ta ...... TRANSMISSION \\10 . LINES ..... \� I / \ \ \� ► N \ \ °°it 8"X8"X8" TEE W/ y RETAINER GLANDS 1 8" VALVE \ i \ . .., ; *----HYDRANT 8" VALVE W/ TIE '.'.:.'... ..'.:.':.'.... ': H 0 RODS TO TEE \ \ \ 8" CAP SITE NOTES \ \ 1 II o TAX MAP No. 61-1-21.1 LOT AREA: 321,492.48 sf = 7.38 acres N \ NEW .•r "� w / ZONED MR-5 \ MH # 3 o INV MULTI -FAMILY RESIDENTIAL \ \` INV IOUT 1318?02' ,�. •--325.00 J I PROPOSED USE: HEALTH RELATED FACILITY \ \ `\� •ago- g '03 w ! PROPOSED NUMBER OF UNITS = 84LAND TO BE \ \ \` RETAINED BY NASWAI.L MAXIMUM BUILDING HEIGHT _40 feet \ \ \\ PROPOSED BUILDING HEIGHT 35 feet / PARKING REQUIRED \ \ s I 1 per GUEST ROOM = 84 SPACES \ \ 1 per each 2 EMPLOYEES (15) = 8 SPACES \ VISITOR PARKING = 10 SPACES \ \ PARKING PROVIDED: PER OWNERS PRIOR EXPERIENCE 45 PAVED SPACES (w/ 2 ACCESSIBLE)it it THE REMAINING 57 SPACES WILL BE RESERVED GREEN AREA \ p FOR FUTURE CONSTRUCTION IF AND WHEN REQUIRED. \ `��i\`os -_" -�- sa`.46 .. R 4 I it \ i� Q� CQfM 1 ��.i�..a iL �® � �. 4S � 0.78 asw LOT COVERAGE Provided Required \ \ \• BUILDING: 28,800 sf 9.0%) - oo�` ro OTHER LANDS OF PAVED AREAS: 50,470 sf �15.7%) - \ \ WISWALL LANDS AJR OF PERMEABLE AREA: 242,222.5 sf (75.3%) 30.0% GRACE FAIRFlELD SPACES ARE CONSTRUCTED 10,260 sf) \ \ `\ �. LANDS N\F OF \ NOTE: IF ADDITIONAL 57 PARKING( \ WILL BE REDUCED TO 2394,662.5 (73.0% of SITE) \ ` ROBERT O'CONNOR ` PERMEABLE AREA LL \` \ LNOS N� � � . ^` 0•COIMpt Provided Required SETBACKS q \ FRONT (WEST) 136.5 ft 30 ft \ SIDE 50.9 ft 10 ft \ ti SIDE �SOUTHNORTH� 276.5 ft 10 ft 97.2 ft 10 ft �� so?s• REAR (EAST) 1 1 \ woo - "Ow — 1 � soh• S RIM=318.60 UTILITY NOTES 9'0 • CONNECT TO EXISTING ••� NEW WATER PIPE TO BE CEMENT LINED DUCTILE IRON PIPE -CLASS 50 WITH PUSH -ON JOINTS. `T NEW 6S MH. — SEE DETAIL. am— WATER MAIN FITTINGS SHALL BE CAST IRON MECHANICAL JOINT & CONFORM TO A.W.W.A. C-110. "' MH 4 �p •� INV. IN = 314.8i INV N 315.81 ��' �=,332o.59 �'� — 1 �� ..► S S8•09 22 W Av �� v NEW SEWER PIPE TO BE PVC-SDR 35& CONFORM TO A.S.T.M. D 3034. . INv 315.7s )OD J_ ESTIMATED WATER USE: 5,000 GALLONS PER DAY. . ® RIM=321.48 _ ISSUED FOR CONSTRUCTION !�ZN W r3 Z U W W x d z z c� W z m o rn B U ? A U a H z W V) U o .. W zva 4 � "d w Z $; � Z r�l � U 0 CV .pmq �> 4.4 O . p.� I''•I L° Q � 'd a o Cd c 4 i � a�o ev O O OVERALL SITE and UTILITY PLAN &*WT-W Da* 26,1W8 Revieiorr 2 October a 1M 3 October 15 =6 4 November 17.1W8 SP- I RIM=3 INV.=314.67 Sheet 1 of 6 I SEE DWG. SP-1 FOR CONTRAATION . I.P.F. . .ww� � � � � —� \ 18" CMP INV.-325.18 \Nzow \ \ \ h o\` k\ 6" VALVE \` Y S84.26'22"E 710.00 , 0 EXISTING TREE LINE .......'...'........•.'....... ................ .......... ...'... . 0 .......................... ............................... I 25'R • SERVICE• - : • . . • • PAD MOUNTED TRANSFORMER EXISTING TREE LINE . . . AREAM .......... SEE ELEC. BUILDING DRAWINGS ................... .... NEW HYDRANT . • • • • • • SEE DETAIL 20•R a WR I co LAWN / / / DP ....... ..1D? wr N�W,6/ e ...... LAWN 20'R a / / PROPOSED 84 UNITe ...............:.:.::::::: / FACILITY :::::::. I TEE GRANULAR SUBBASE COURSE ........ NYS DOT SECT. 304.03 TYPE 2 COMPACT TO 95% MODIFIED PROCTOR \ �� a 5'R �....t2! LAWN GEOTEX71LE FABRIC \ ...... • . • .. ...... MIRAFI 500 or EQUAL .' C.B. #2 SUBGRADE COMPACTED TO ...... . ........... ...� .. RIM 326.5 ~INV IN 324.0 RIM•32590% MODIFIED PROCTOR "� O 22. • C / INV OUT 324.0 / \ � �.�.•.�.�. �...ti. Nl:w .:._.�NNv:cwr.322s7.:..•.•. .................::::::...... . \ SBi`VICE RO ENTRANCE ROAD AND SERVICE DRIVE \ MH # 2 .:: ..................•............ . I - j EXISTING TREES ENTRA .. INv IN 32o.4s' ........... .•.•\\�.�.�.�.�.�.�.�.�.�.�. �. \ ` INV OUT 320.35' ., \ 25'R . 1 TOP COURSE ASPHALT \LAVM ... ... �\ NYS DOT ITEM 403.18 TYPE 7 Z5•R 2" BINDER COURSE ASPHALT NYS DOT ITEM 403.13 TYPE 3 \ �.�`• �\ GRANULAR SUBBASE COURSE \ ... .. .. . NYS DOT SECT. 304.03 TYPE 2 COMPACT TO 95% MODIFIED PROCTOR \ .: • • .. • - • ... • . .: ` GEOTEXTILE FABRIC ` MIRAFI 500 or EQUAL \� \\ SUBGRADE COMPACTED TO \` 1 ° 90% MODIFIED PROCTOR a - ... - . ... - I 0 PARKING AREAS & DRIVEWAYS NOTE. ALL DEPTHS ARE MEASURED AFTER COMPACTION ASPHALT CONCRETE PAVEMENT NOT TO SCALE BROOM FINISH SURFACE TYPICAL TOOLED PERPENDICULAR TO SLOPE CONTRACTION JOINT SEE PLAN for EXPANSION JOINT. 20 ft o.c. max. SPACING, 5' oc max 3/8" COMPRESSIBLE FILLER TOOL EDGE 1/2" RADIUS 6x6x6/6MESH ... . • .: 4.000 psi CONCRETE GRANULAR SUBBASE v NYS DOT ITEM 304.03 TYPE 2 00 000 '•�� ' COMPACT TO 95% MODIFIED PROCTOR SUBGRADE COMPACTED TO 90% MODIFIED PROCTOR SECTION @___SLNCRETE PAVEMENT NOT TO SCALE \ `N 125'R %..... $� � C Ooo ° r20 ft DRAINAGE EASEMENT \ 'nl ., ..... c o j, \ x _ -- v \ 90 F o o------- .. STORMWATER �: t DETENTION AREA 34'R SEE DWG. SP-1 ..... FOR DETAILS 'e¢ a S10N NEW DRIVEWAY TO MEET EXISTING 34'R ROAD PAVEMENT SMOOTHLY.'s LIGHTING SCHEDULE rya # DECORATIVE LIGHT 12 ft HIGH DECORATIVE POLE 100 HIGH PRESSURE SODIUM SINGLE LUMINAIRE \ W! 3318 22, �- •'r'� MN DOUBLE CUT OFF LIGHT \ ` NV OUT 318.02' � �..... 20 ft HIGH 5" SQUARE POLE 250 WATT HIGH PRESSURE SODIUM \� • —. — • --'003025.00 4 GROEN D MOUNTED UP -LIGHT \ \ SEE DWG. SP-1 FOR CONTIUATION ISSUED FOR CONSTRUCTION � U o fYz z z Wz �z A U a � � H z F En � � w z b � 0 z w g z� y� z a FN4 .. ;�% F..4 � s~ W , ^ W rl ©' P"1 z O a !" 4 a � Q) U C a E-I ~ V1 O .Q a G� 00 0 ri co he bb rd ai 0 p qp O W LAYOUT & UTILITY PLAN 8caw r - 31Y Dates AWA 0, M paww ne 1 3 1 Novrembw 17.1siei6 i r .,. i / / `,;. \ �\ \ '` `� / , 11, r ": ., \ / / f \ \ COVERED 329.5 # � X 1. / ~ • , .. ' . ' .. ' . . >'\ K \ / / \ " \ PORC */ B / '_. ' 7 I. \ 4: '-. ,, '>::>::':>; %' / LAWN 'Z r. / CABLE TELEPIONE & >.s:;:;ss:;:< \ l ,_- . ,7' 45," . _ / , •\ COVERED rt: ..=..?. 329.5 / ...... CO.VERi� ../:.. ` -- ^,;„ / ELECTRIC SERVIElt PORCH :,::;:;::::;::';;:: i / /DROP-OFF - \ \ `'\t ' l -� / \ ENTRANCES \ ' ': ?...?... C.B. 1 . 329.2 ...../ ..... NEW \ r'\l,' l ?` . %i r e \ ::: ii:;;<r` RIM 327.5 I / :.:... ° / MH 1 .. . ' ,'' yT' h ,F S +i`, / \ LAWN `'� \ ;�°,'• INV 325.1 { : . / °' -- ; 1. ,yJ'. �P 'ti._. \ -' l 1 J `, �Y /Y'; ' , } .. �ti�............. 329.2 ' COVERED � _ �' \ , ...... . �......... I .. ...... �H / .... ,;..0)�I� l .( /'', � F.' ! `mid+' •..�' y ` JP % `. D I ,1.. as �j'TS .... .... ..... . /^ \ - ! t ! / \, -, \ I ....... /. 4 . /... . '-I '� .' \ 330.0 , - , \ " ` ``'�., , 1. EXISTING LIMITS OF \ \ / / ...../. � .^. �'. ;.`r \ ;<T `t s" ~\ A.C.O.E. WETLAND \ \ `' /: / .. :, / . �, . / i"i \ / ` \ \ / , . // x" ," -,I_ .iI1": .''-\ Y (( p / - 'FY`' ,' P \ i Imo. 2{�. / / Y , � \, / S " Ax 1 ... \ ....... / / 'IX, � y`!-,!.,I \. - \ / \�� D FINISHED \ �` a ... . GRADE \ y ; / \ \ °i \ r� j'. /.... . \ ` n >. 1 \ \ nyry ::. : j;: \\OA. ,: , .•. .'.-.-.-./..328'.0 /.: / ....,/ ........I.. /....' ..... n. \ 1, ., , ; , ,Q • ... G :. �.. I .:. 2� _ : -® .. / 29... U► f /' . , . - W , 1-1 ,,� '. V '' , J. \ ~s - f 4 • • .-; tea\ I l C Y, .!1. HDPE CULVERT \ Y' \ \ \ I'.'.'.. :_L. ' ' ..' C.B. 2.' _ / /..... \ \ \. -. } ... RI 6 ...... M. 2 5 SEE PLAN FOR SIZE \ ' P J \ \ __../........ j.:. • M `r: -i ; ;, 1 +328•3. .. ... \ • 4NV IIN-<, 24.0. ....... .. �. I b .....ro :> I NW OUT sr1` I 1;i ,,:._... .... % ° - BURY END 4" INTO SOIL ,11 \ \ 1329.0 �. .. / "`_,.-_ . 1 / COVERED �- I 1. �X Y ` ' \ ` 1` ' . .., .. .. r , ♦ ' . . . . . . . T / / 1 + PORCH ' 4 min STONE i P �12 I ' \ LAWN ....... ..... .. . ;, ;,, .,: __ \ ; rig:,., .......... ..-� \ ..... �...... , GEOTEXTILE FABRIC , A x x *, , \ j r oil; prop LAWN \ � \ \ . �. , , 26.9 ': ' / \ \ .. ;•> ..... .. i. .. ... .... .. . _ ,. \ \; K>'` ;t y� ...RIM .25.5 / / / INV IN 323.08 / 4 CULVERT END SECTION AND OUTFALL \ ;��'; ;,� .... I ... ... j. .. �ry� / ,pry .............�s.�.•..' : \ :. :: : `� \ 27 . M I'...•-\` - ..-SERVICE ROAD.'.... E . / a, / �. �Y°' '' \c ' , 0 r / -- - _._ - - - - - , 1 329 -� - - -'-- - -. 328 328 (1 ' ,., i _ /`-� / ' .-- S84'26'22"E `-710.00 (( - __ __ \ _'/� !"/ / �.� -- ---........�� ..,�-.-1.--• -. � �... , ��.,.�c� ��. ,�-�•--•�.,�-- __.-_...__.�---� a \\ I.P.F.} /• �� • �� - 77' ` '�i�.S.. / • /ib°!.�! f..1yyr y ,.•�..+ ..r..r. . j \ % 27 / `. - "` - _ _ �CMP V . e i t'/ ' f / 328.2 _ _ 7 l /' �j` t't' `' 1 `' :I- j 1l / / "� , I f • 328:7 327.8. / -y1 �..��' ! ' T.... 7 �7 �, ,' ' / ;' i ` ' - -� 't l'' ' '- l � .,,, %� / I / / . . . . . . . . . . . . . . . -� �r. �" _. \ \� ,' ,'`7 '� s•- ", � , .•,` ', ;'' � f / EXISTING TREE LINE `✓ / 29 ..' ..... .-' �--� . - ' e . _ __ _ _ . ". At , _ , 1 ,-. : " I - . " � , � , - - , ./ , � -. , - / , . - , : - _, � - - - -+ 3-2 & 8 / _1" ,. ,� ,, I � '.. ,. ' ,/ 7� /' \ c�, 1. -/ ",/ /� , .. , /. I,. '�, . ,., " 1e , / 1_, I/� . � . ,/ -., , , .'�" , . ,.I. ,"�. , ''- , / l I -/ .1 , � �,, . ' / y/ - : . 1 -✓ / f f f�� 3285 / \ , ',: \ \\\ ,, ,' , / 'j l ` , , '` ' ' ! 1 ! '29 +"�"" 4 / � . . . . . . . . . . . . . . . • '\ \. i`>• r l _.=r-,-i ' f / j f \ /�� / SEftVi(:E...'.....'..... //EXISTiI�G JZ2EE UNE ;' Hp \ \" / �^ , t ,� �, ,� ^ . , Hi` / / / f' 329.4� / LAWN / / '� r--� ` \ \ AREA . .................... / � \ i \ \ s. l , ' r i ' / /,,'/f J ,/ /' d1 ! l 1 \ / / / / / / \ \ \ . . • ?e. . . . l'^ .�.,•_ �•,. ' 1 � v -_ - \ \ V1111111/1" ll ,11111111> COS \ \ j\ =', ,r- k. / / / \ +3i8.9 / e J / / � 1 \ \ `' :\ /.. \ �N /a1 , •rR i \ , . " o I - __ 1. \ A kz "I,_ I I-- L 3 44 1 _ _� _ \` ';'f !/ /1 p\P WP . '` , LANM.. :.,.'. ' j ) %"'`` l \ \<' .' .. ...... `` NE - PROPOSED \ 1 : ..,' � , " , I / / / ... . ........ / !/ / r` �� ` t is i \ --' �' 84 UNIT �' '.-.'.'.. A ::: p/ ! / �.'..... :/ . \ �. i \ t.'.'.'.. ./ ` , / /'� FACILITY \ / / *�/ // '', `'3, � / /� . . . . . . . . . / t 1, I \ / / / `� / FINISHED FLOOR ELEV. 330.0 / , . N :.: / / / / ! '` '�` . . . . . . . / / / . 1, \ 1 ., � 1\' 1, r" 1," .1 X, N ! . 1 , - ,n P -" , ,V * � - . / � INSTALL RIP RAP ON AND TOP OF CULVER FLARED END SECTION w/ BOLTED COUPLING BAND .. - RIP RAP 12 min. 6 8 LENGTH SEE PLAN FOR LE HEAVY DUTY FRAME AND GRATE FRAME TO BE MORTARED TO TOP OF STRUCTURE 24" dia 1. owlilrum � / '.. 4y ., . E c iq I a .-- i . ..:. .: ... , • :.. NOT TO SCALE V NIX, ' ............... ............. \ \ / ,/....... / \. \\ ... ti� / EXISTING TREES `✓ ' , '/• / / \ /.......-.I. ...........I f \ "... .1 \ / f.. .... .I . / r P. j `; LAWN \ I .�' . `ram , ►.. \ r ,' 0-o \. ,,�,. �I �-,.- / �O ti I. .11 11 .\ > ` :% 324.8.. GRADING & DRAINAGE NOTES �' V ,, ; ' ' I . M'.'.. \\ ` 1. HDPE DRAINAGE PIPE TO BE SMOOTH INNER WALL WITH GASKETED INTEGRAL BELL JOINT =:, /;'; i / ' ... / I HANCOR SURE-LOK OR EQUAL `' .l 'N I /.'....... ° I323.5 / Y ; ,';'. ...... / / INV 322.13 ° \ / 2 REMOVE ALL VEGETATION AND TOPSOIL FROM THE PLANNED BUILDING. PAVEMENT AND FILL 4�i .� `1' h a, 32s.8• / / C + AREAS OF THE SITE. STOCKPILE TOPSOIL FOR USE ON THE SITE. \�'\ , ,� `ti / �:• \ - - �20 ft ORAINA�E EASEMENT / \,\,} ,Tn �yti6 P,' , , I ./.......... �/ °�° ---- //J P ! / 73. DURING CONSTRUCTION ALL OPEN AREAS SHALL BE SLOPED AND GRADED TO SHED WATER. ' ';� `rv� x I ::, - _ - _ _ - - - _ - - - - - - - - _ - _ / , t 4 . 'x t, % l ,•r, ,, / r ° RIP RAP° .. I C 4. THE SUBGRADE FOR PAVEMENTS APNO BUILDING SLAB AREAS SHALL BE PROOF ROILED O \ "', ,' ,'' j- . - .. - - AT LEAST 4 PASSES WITH A VIBRATORY DRUM COMPACTOR WITH A STATIC WEIGHT OF 5 TONS. f �' ' '` ' % / 320.0 AREAS WHICH FAIL TO STABILIZE OR BECOME UNSTABLE SHALL 8E UNDERCUT AND REPLACED `\ , `` ',,% P ,%' .' F ' ' ° ° - - - - - - I - MEETING THE REQUIREMENTS OF NYS DOT SECTION 304 FOR ` "A'. ;Y,- `' �' �.'.'... �. - - - INV WITH STRUCTURAL FILL \ �\ _ JY. .I. • 1. */.'.'.'. • „ / \ Yj INV 320.54 I JISH�GRADE TYPE 1. 3, OR 4 WITH THE EXCEPTION THAT THE % PASSING THE 200 SIEVE MAY BE rt t y INCREASED TO 15X. PLACE STRUCTURAL FILL IN LIFTS NO GREATER THAT 12" AND COMPACT ,-•,,,,'', � / f I TO MINIMUM 95X STANDARD PROCTOR DENSITY. .. I STORMWATER j INV 324.2 ;% r,,r' ;." �..'. /.. / DETENTIONAREA I I 5. FILL AREAS UNDER PAVEMENT AND BUILDINGS SHALL BE COMPLETED USING \ Y' I ' r ' - ... /..... - 1». / J STRUCTURAL FlLL MEETING THE REQUIREMENTS AS SPECIFIED IN ITEM #3 ABOVE. Y`, ` `� ` . ' / \ __ ! \ ' ,... ./'.'. - I / / /' // / •oRCEMENT EROSION & SEDIMENT CONTROL NOTES : ,' ,.. / / •, � VN r / / X:; fit' },.. .'A. PIPE TO BE 1. BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND DURING CULVERT - 80 LF 12" HDPE at .375X `" ';.;,' y s, I r/ // / / `✓ - - - - -7 + I / / / MORTARED IN PLACE EARTHWORK PHASES. SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL STORM 1, ;F SIGtd SWALES AND DITCHES AND AS INDICATED ON THE PLAN. ` •;, : , , 327. / / ! . / /% // 2. SEDIMENT TRAPS SHALL CONSIST OF HAY BALES PLACED TO FORMA NEW DRIVEWAY TO MEET EXISTING i ROAD PAVEMENT SMOOTHLY. x '; - / ! r / �� / / SUMP 12" DEEP min. 6" 1 2'-6" min J V m mi INCREASE AS NECESSARY FOR LARGER PIPE @_EPRECAST CATCH BASIN NOT TO SCALE PERVIOUS BARRIER IN THE SWALE OR DITCH. 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE DRIVEN THROUGH EACH BALE TO ANCHOR IT IN PLACE. CONVENTIONAL SNOW FENCING MAY BE USED IN LIEU OF STAKES TO STABILIZE BALE TYPE SEDIMENT TRAPS. 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE INSPECTED FOR FAILURES OR CLOGGING, AND ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. 5. ALL BAIZE EARTH AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS POSSIBLE TO PREVENT EROSION. AND EVERY BARE EARTH AREA SHALL BE SEEDED AND MULCHED BY OCTOBER 19t. TEMPORARY RAPID GROWTH COVER CROPS, SUCH AS ANNUAL RYE GRASS MAY BE USED FOR TEMPORARY SURFACE STABILIZATION. 6. NEW SWALES AND UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING OVER SEED AND MULCH WHEN THE INVERT SLOPE EXCEEDS 2% ALL SWALES AND UNLINED DITCHES SHALL BE SEEDED WITH REED -CANARY GRASS FOR FOUR (4) FEET EITHER SIDE OF THE SWALE OR DITCH CENTERLINE. AT A RATE OF 25 POUNDS per ACRE AFTER JUNE, ALL SEEDED AREAS SHALL BE MULCHED WITH STRAW IMMEDIATELY. 7. THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL AS PUBLISHED BY THE EMPIRE STATE CHAPTER OF THE SOIL AND WATER CONSERVATION SOCIETY. r,P) �;-All, I � / / r- -% / // / / / ; Y<,34 12 ft minimum \\' � NOTE. TOTAL DISTURB�ICE OF ,, y ;K /_'k , .; II.\ \' y ,, 324 / A.C.O.E. WETLAND IS 6.28 ACRES " R`' /' * ~f ;1" Y '' \11 _ i I \\ ; r X // ; P ' ` \\ W MH # 3 / / i I `,: ;' 44 ( \ / < \ / \ \ \ 1 1 ,t 4 "x..1 t.,s,�,. j- �.yT' i!, `,, \ \ V �.-' I \ / 777',�",'�":,-", , ," " " ./ ., , , 'I,' 1� , ,, , ; " .. \ / 1 ` " ��, \ -le4 I // \ / ' . '' ' ' _ - ' ISSUED FOR CONSTRUCTION ` ,,,,,-.'-,/ , ,...----. ,,... -� M,1RN�0 ^�+; l g* H U ., w -4I;o ,.. oa w w cn h x Uo 14 z 0 z� W z G j A z alhw w U I S a U i S 14 , = i z I U � cn H 0 z E 4 En rU v c cn �� ;, z ~" z9 a 0 w9 40 IZ'i -s 6 w U A � A k Au f 4 0 z� ,0 V � z a PO4 F..4 •U 0 ' � co w 0 '`W^o � Q) '> o a PO4 � 0 Gi U O O A'' It = 44 M o •rM4 0 � �a M w o rd 5 ko 9 co O = O CC U c 0W-1 co P-M O 4i U 0 i- v j„ --� O O (L) 9 rd 0: 0: o M GRADING & DRAINAGE PLAN sir-W Data &a* 26, =6 PAVW" 1 1 SOPWabw 21IM 21 October A =6 31 Nwmrbw.17. =6 SP-3 Sheet 2 of 6 i 2� 3 - __.. 32B : 32B 32 S84'26'22"E - - �� 710.00- - Z�, 9 0 IM NOT TO SCALE NOTES 1. PROTECT EXISTING TREES INDICATED TO REMAIN FROM SKINNING AND FILLING AROUND BASE. 2. THE CONTRACTOR SHALL INSTALL 4" min TOPSOIL IN LAWN AREAS AND ROUGH GRADE. THE CONTRACTOR WILL PROVIDE FINE GRADING AND SOIL AMENDMENTS. 3. AREAS INDICATED AS LAWN SHALL BE SEEDED MATH LOFTS TRIPLEX GENERAL MIX. OR APPROVED MIX. AT A RATE OF 7 Lbs PER 1000 of, STARTER FERTILIZER (5-10-5) AT 40 Ibs. PER 1.000 sf AND MULCHED WITH STRAW OR HYDROSEEDED. 4. PLANTING SOIL FOR BACKFILL OF NEW PLANTS AND PREPARATION OF PLANT BEDS SHALL BE A MIXTURE OF 1 PART TOPSOIL. 1 PART COMPOSTED MANURE. 1 PART PEAT MOSS AND 5-10-5 FERTILIZER AT 1 lb per 20 of. 5. MULCH FOR TREES AND SHRUBS SHALL BE COARSE SHREDDED BARK, FREE OF WOOD CHIPS. LEAVES OR OTHER UNACCEPTABLE MATERIAL 6. THE CONTRACTOR SHALL INSTALL ALL PLANTING IN STRICT ACCORDANCE WITH THE STANDARDS OF THE AMERICAN ASSOCIATION OF NURSERYMEN. ALL PLANTS SHALL BE GAURANTEED FOR A PERIOD OF ONE YEAR. PT -ANT T.TGT Po • _ - - \ - \ _ —WWI - \ - 2—WP2 �. — .....'.. 1—WP1 --- PO i ��. AN 3—RC i Po ro 1 _ O 1. \ \ • M. . . . . . . . . . . . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . . . . . — SYM BOTANICAL NAME COMMON NAME QUAN. SIZE REMARKS TREES SM ACER SACCHARUM SUGAR MAPLE 14 2.5 — 3" CAL B do B SA FRAXINUS PENN. LANC. SUMMIT SUMMIT ASH 10 2.5 — 3" CAL B & B HL GLEDITSIA TRI. INERMIS SHADEMASTER SHADEMASTER HONEY LOCUST 2 2 — 2.5" CAL B do B BP PYRUS CALLERYANA BRADFORD BRADFORD CALLERY PEAR 8 2 — 2.5" CAL B do B PO QUERCUS PALUSTRIS PIN OAK 12 2 — 2.5" CAL B do B wP1 PINUS STROBUS EASTERN WHITE PINE 13 6 — 7' HT B do B YYP2 PINUS STROBUS EASTERN WHITE PINE 43 3 — 4' HT B do B RC MALUS ROBINSON ROBINSON FLOWERING CRAB 3 2 — 2.5" CAL B do B RF MALUS PRAIRIE FIRE PRAIRIE FIRE FLOWERING CRAB 6 2 — 2.5" CAL B do B SD MALUS SNOWDRIFT SNOWDRIFT FLOWERING CRAB 2 1 2 — 2.5" CAL B do B SC MALUS SARGENTI SARGENT CRABAPPLE 3 1 7 — 8' HT B do B timKUtsb CC MALUS CORALBURST CORALBURST FLOWERING CRAB 8 3 — 4' HT B & B WE EUONYMUS ALATUS COMPACTA DWARF WINGED EUONYMUS 8 30 — 36" B do B RG BERBERIS THUN. ROSE GLOW RED JAP. BARBERRY 27 30 — 36" CONTAINER GROWN OR B & B JN JUNIPERUS SABINA TAMARISCIFOUA TAM JUNIPER 40 18 — 24" CONTAINER GROWN . ..............._ .. -:... bT - . . . . . . . . Y . . . . . - . . . . . . . . . . .` . . . . . . t' RIP RAP Y 1—Vo1 , �WP2 STORMWATER rr DETENTION ` i AREA Z7-A .. . 4—BNP LAWN II ON \ .I ITEM • 111 11 3 .."amoomom "'.. o `� • 00 �_ o wo..W— Tg�W • 325 4J •p10 `O'\ ISSUED FOR CONSTRUCTION R, U a � � � a F P0 U � m m z z ul m P0 � z a w A z 00.4 z FE4 V, P- -4 CU 0 CQ a� a� b,0 a 'pmj o m O O O � b 4 A O � a,n co O 0 o o O N O °' d � ram► L>a LANDSCAPE Scald i - 30' Date. AtgM 2% =6 ` 77 SP-4 Sheet 4 of 6 CUT Off TYPE LUPNAIRE 250 WATT HIGH PRESSURE SOMM COLOR - DARK BRONZE ' MANDHOLE POLE BASE COVER 3/4" SMOOTH RUBBEDrNSM ON ALL I EXPOSED CONCRETE I t 4 CQW#t"= I4 ZING PLANTED ANCMOR II I i BOLT ASSEMBLY PER MANUFACTTURER's �I RECOMMENDATION — — J 2" PVC CONDUIT 50"eM M.E 80 CONCRETE BASE - 24" DIA K SEE CONCRETE SPECS SUBGRADE- UNDISTURBED OR COMPACTED TO 90x STD PROCTOR 0 GUT OFF PARKING LOT LIGHT 2'-0" MAX. FROM EDGE OF PIPE 4 Q 6 *G RODS VERT_ SPAGE EWALLY i4 HOOPS • 12" a. 12" OVERLAP NOT TO SCALE N PAVED AREASr SAW CUT PAVEMENT AND REPLACE WITH. 1" NYSDOT ITEM 403.16 TOP a GRADE AT UNPAVED 2 1/2" NYSDOT REM 403.13 BINDER AREAS RESTORE TURF 12" NYSDOT ITEM 304.05 TYPE 4 i 1'-0" NEW GRANULAR MATERIAL. NYSDOT #F304.05 ' TYPE 4 CTYPICAL) MACHINE BACKFLL W/ NATIVE MATERIAL COMPACT EXCAVATE TRENCH WIDTH IN 1'-0" LIFTS M11UM WIDTH EQUAL C4" MAX. 512E3 TO PIPE PLUS 2.0 FT. 0 TO 95Z MOOM u PROCTOR in C > SELECT GRANULAR MATERIAL C1OOZ O PASSNG 2") TO 18" ABOVE PPE. MAND BACKFLL 6' LIFT. PIPE BEDDING G" DEPTM. SAND. GRAVEL OR CRUSHED STONE (TO 1-1/2" 1. AT CONCRETE WALKS AND CURBS. SAWCUT EDGE5 AND REPLACE TO MATCH EXISTING. PIPE EXCAVATION + BACKFILL DETAIL NOT TO SCALE ORNAMENTAL "ACORN" FIXTURE - 150 WATT HIGM PRE55URE 50DI MI 4' DIA FLUTED ALUMII M POLE - COLOR BLACK DECORATIVE BASE HANDMOLE 3/4' CHAMFER P NOT TO V" �BLf OX ►LVE WIT" NG STEM NOTfr VALVE BOX 15 NOT TO REST ON VALVE OR PIPE LINE. VALVE IN 5TALLATION DETAIL NOT TO SCALE NEW HYDRANT ASSEMBLY PER QUEENSBURY WATER DEPARTMENT STANDARD. FINISH GRADE HYDRANT DW CONCRETE BEARING AREA ON UNDISTURBED BEND 3'-0" 18" MIN. VALVE BOX Cormw STOW 6' M.J. GATE VALVE-HR5 BEARING AREA TYPICAL THRUST BLOCK DETAILS NOT TO SCALE HORIZONTAL FITTINGS BEARING AREA (SO. FT.) '�� OR gO• BEND TEES, PLUGS, CAPS ANDHYDRANTS PIPE SIZE (INCHES) AND SMALLER 3 5.5 4 NOT TO SCALE VARIES 5'-0' MIN. COVER MAN -M. L TEE CONCRETE BLOCKING POURED AGAINST UNDISTURBED EARTH rswrmrw /-CAP OR PLUG DEAD END t SWALE ❑ ❑ ❑ ❑ PLAN SWALE C2) 2 X2'x3' STAKES OVERLAP ENDS EAGM DALE BALED HAY OR STRAW FINISHED GRADE 5ECTION HAY RAI F nAM _ r.HAMNFI FI n%A/ NOT TO SCALE TEE NOTE5r THIS 5C41EDULE 15 BASED ON 200 F51G INTERNAL PRESSURE AND A SOL BEARING CAPACITY OF 2000 PSF CONCRETE SMALL CONFORM TO THE REQUREMENTS OF SECTION 500 OF NYSDOT STANDARD SPECIPICATIONS. AND SHALL BE CLASS B. PIPE LEAKAGE TESTMG 1. WATER MANS SMALL BE WATER TESTED AT L5 TMES DESIGN WORKING PRESSURE FOR A MIWJM PERIOD OF 4 HOURS. LEAKAGE SMALL NOT EXCEED THE LIMTS SET BY AWWA C600. WATER MAN SMALL BE FLUSMED AND D151INIFECTED N ACCORDANCE WITH NEW YORK STATE DOM STANDARDS PRIOR TO PRESSURE TESTING. 2. GRAVITY SEWER PPE SMALL BE TESTED WITH WATER OR LOW PRESSURE AR AT A M Fft MI PRESSURE OF 5 FEET OF WATER. WATER TEST LEAKAGE SMALL NOT EXCEED 50 GALLONS PER NCM DIAMETER PER MLE PER DAY. AR TESTING SMALL MEET THE REQUIREMENTS OF ASTM 0-828-80. AFTER TESTING ALL SEWER MAINS SMALL BE TV INSPECTED AND A COPY OF THE TAPE SMALL BE 5UPFUED TO THE TOWN OF QUIEENSBUZY DEPARTMENT OF WASTEWATER. 36' FENCE POST. 10' oc MAX DRIVEN 16' MIN INTO GROUND SILT STOP FABRIC EMBED 6' MIN N BROUND UNDISTURBED GROUND 5EDIMENT CONTROL FENCE NOT TO SCALE Issued for Construction U o ao 9oo o a C �-1 �I w,4- 4 x A W zw , 9 = � C o �► W C11 z W >0-4 U z R4 z pa A A a w z F rn U Cl) � N� IJ z 0 z V pw z r Cn w z Z T � � P� w •PO4 C� m N co a� b.0 � z ■� 4-4 O W .'.rf 4 h' O 0 O x E "r rd a U M ~ o M a �0 b ►n co O O c vo b .� O 10 O 1� ram+ O M SITE & UTILITY DETAILS Dates Atpust 26,1NO RevMbrN 1 8eptWIbW 2 =8 SP-5 Shoot 5 of 6