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2002-059 TOWN OF QUEENSBURY 742 Bay Road,Queensbuq,NY 12804-5902 518 761-8201 F1,1L Community Development-Building&Codes (518)761.8256 CERILTIFICATEOPOCCUPANCY Permit Number: . P20020059 Date Issued: Monday,July 22,2002 - This is to certif ,that work requested.to.be done as shown by Permit Number P20020059 has been completed. Tax Map Number: 523400-290-000-0001.021.003-0000 Location: RIDGE Rd Owner: CES HOLDINGS,L.L.C. Applicant: HAYES&HAYES A NEW YORK PARTNERSHIP This structure may be occupied as a: By-Order of town Board . Garage Attached TOWN OF QUEENSBURY Townhouse Director of Building&Code Enforcement J� r d� TOWN OF QUEENSBURY 742 Bay Road,Queensbuty,,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020059 Application Number: A20020059 Tax Map No: 523400-290-000-0001-021-003-0000 Permission is hereby granted to: HAYES &HAYES A NEW YORK PARTNERSHIP For property located at: RIDGE Rd in the Town of Queensbury, to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. T"e of Construction Value Owner Address: HAYES &HAYES A NEW YORK P, Townhouse 200,000.00 PO BOX 109 Garage Attached GLENS FALLS,NY 12801-0000 Total Value 200,000.00 Contractor or Builder's Name Address Electrical Inspection Agency LA FRANCE. PIERRE COMMONWEALTH ELECTRICAL At PO BOX 706 ' HAGUE,NY Plans &Specifications 2002-059 4 UNIT TOWNHOUSE BLDG. 3 LOT 3 3968 SQ FT 4 UNIT TOWNHOUSE WITH(2) 1-CAR ATTACHED GARAGES AS PLOT PLAN SPECIFICATIONS $613.12;a PERMIT FEE PAID - THIS PERMIT EXPIRES: Saturday,February 08,2003 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the t wn o Quee9j)uty; Friday,February 08,2002 SIGNED BY for the Town of Queensbury. Director of Buildin 7,&C Enforcement s. Building Permit Application Town of Queensbury-Dept of U Community-D-e-Velo-6ment, 742 Bay Road, de - T- , k!Vry,Ty 0 P Y (518)761-8256 A permit must be obtained before beginning constructioFW File p= it le No.c���C No inspection will be made until applicant has received 17 e valid building permit. All applicants' spaces on this JAA R C.:�o a� application must be completed and must appear on the acaec. Fee Paid f&To By: application form. .4 A , F,E is Applicant: t -A Address: Address:0195 . ijf__ 6C-e-eAA' 4/_ Phone# Phone# W-t- 0 "N t Property Location: 31 in e use Number Subdivision Name: Tax Map Neu Ger: (f U .k Gatew Building: residence /commercial Estimated Market Valueof Construction: o Addition: residence/ commercial u Alteration: residence/ commercialIf an Addition,what will use'of new addition be?' L3 No change to exterior size: residence com'l 0 Other work(describe Check Occupancylnformation V Floor 2"d Floor Other floor Total Below sq.ft. sq.ft. sq-ft. Square Feet U Single family dwelling o Two family dwelling u Townhouse R 7e,7n g _j itifainnyd 11' #of units . A ❑ Office . E3 Mercantile 13 Manufacturing c3 1 car detached garage C� , U 2 car detached garage Q 3 car detached garage 0 1 car attached garage C3 2 car attached garage 0 3 car attached garage 13 Storage building- commercial C3 Storage building- residential C3 Other What is the proposed height of the structure c� 5 feet Inches Will any second-hand or ungraded lumber be used? If so, for what? Type of Heating System: electric/ oil / 6as5)wood /a-or,,-d hot air-/)baseboard other: Number of Fireplaces to be installed fl Number of Moodstoves to be installed In— List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number ,Builder Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whither specified or noted,and that such work is authorized by the owner. Further,it is understood that I/we shall submit,prior to a Certifi mzf�Acpan r Certificate of Compliance being issued,as requested by the Zoning c nsfrzi Administrator o�rDIT-6et 9 aijK?a des,an cls Built Survev by a licensed surveyor;drawn to scale,showing actual locatio I CIO Sig.�t r7 Z, owner,owner's agent,architect,contractor f f Application for Permit—Septic Disposal System t Town of Queensbury 742 Bav Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: Office Use Location of installation: �C 64 e KL1 Gd File Permit No. Tax Map No. tS 4- • 3 Fee Paid ��� �L� } Owner's Name: u r .2 I......._........:................................... Address: -31l S �rc «. t •'�a� .�S�.�.L,•,� 2. -INSTALLER'S NAME K->,�i c�.� vti PHONE NO. 3 —S l 0-7 3. RESIDENCE INFORMATION: (circle year of dwelling, indicate 9 bedroom(s) and multiply# of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: Na of Bedrooms x Computation = Total Daily FIow 1980 or older x 150 gal/bdrm = 19$0—1991 x 130 gallbdrm = 19 I_presence F�:, x 110 gaUbdrm = Garbage Grinder Installed yes_, / no Spa or Whirlpool Installed yes__._ / no 4. PARCEL INFORMATION: (circle applicable information&indicate measurements) Too h Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Su 1 sand at what depth at what depth municipal Rolling lortm _feet feet ive11 Steep slope clay G� {-e ifwell;water supply e C" y from any septic-system _/o slope other t 1 depth: '�(ocz absorption is Z-o I. other Percolation Test: (To be completed by licensed professional engineer or architect) Rate: /cam', minute per inch --- <�•t �.y'✓�+� � 5�'rc�'`' L.l, !f S 4-e 4 5. PROPOSED SYSTEM: For New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). Add 250 gallons to the size of the septic tank and leach field for each Garbage Grinder,Spa or Whirlpool Tub. - Septic Tank: gallon(min. size 1,000 gal.) Tile Field: each trench /tgC7 ft. Total System Length: Seca ft �cnm �% ed J Seepage Pit(s): number of size of each: ft. by f3 Size of Stone to be used: # - / depth or thickness /�� feet . Bed System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number oftanks: / Size of each: gallons I TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. 7. SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON(please read) For your protection,please note that pursuant to Section 136-29 ofthe Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requirements oftthhe Town of Queensbury Sanitary Sewage Disposal Ordinance. `Signature of responsible person Date 7 • HLE CUPY ENERGY CODE 'COMPL1ANCE APPLICATIOH(��66:,2-o TOWN OF QUEENSBURY, W.A.RREN COUNTY 9000 HEATING DEGREE DAYS ,.- • 4a . RECEWED . Compliance...........Methods: RAURT 5 - AcceplC-able" Practic_e Method -JAN 2 3. 2002 -1&2 Family Dwellings '(oTb*,NJOF PART6* - Q& Thermal Rating - Compone# &4,Q;5ODE TcSBURY .1'717t�ODE 1&2 Family Dwellings; Dwellings (3 stories or less) HLRT 4* Design by Component Pe-r-formance Commercial Buildings-Hi Rise Residential *Requ-1-res submission of worksheets APPLICANT'S NA-ME., PROPERTY LOCATION: yk;57s- PART ',S ZE-THOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: Z . Gross Floor Area - square feet 2 . of Heat - Elect-ric 04. IGas 04Cher 3 . _7 s bi-,i Id ding mechaaldaz ly cooled?ed? Yes NO 4 . Percer-lrage of' azea o- w___ndows and Goons Ovez- 1'1'?% Under 17 5 . R-1,7_=,UES --OR INSUTATi TON GT-V_--N- B-7T,OW N - ST COELP,7-ESP0N1 !-:-o AS S O-,i . ON _PLANLIS SUM'MT91TED: a . -Ro 0-2� b . _=xt6_-e_­_-' or walls R C . C-lazed areas R. d . -Exterior dco-_rz- e . Floo,rs over unhealCed spaces R -dae, of -slab or. grace (heated building) R. g. -Mase.-ient/ce-l-la-r wells (above grade) R h . Base-tnent/cel-la-r walls (below grade) in un-h-eated space 6 . Service na device ,(domes t..!.c) hot� water heal-- 7 - Co_"_,_fd=-_.Lis: to m_J'.?!._z- _,.a e:fz::;.c2.enc:y per code Yes No zL WILL NOT BE EXCEEDED R� THE CONTROL M_ KIMUM SETTING .1400 D a P N, -s c=:1- ,7 1A, BLDG. PERMIT No. 2002-059 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; Moose Hollow Lane Building #3Lot #3 for the following uses: Townhouse May 3 , 2002 DATE SIG WATUWE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby O'APPROVED ( )DISAPPROVED with the following conditions: Certificate of Occupancy to be issued upon completion of: 1 ) Complete Siding 2 ) Site Work issues 3 ) Final grading & seeding of septic system. TEMPORARY CERTIFICATE OF OCCUPANCY FEE: (y1A-10.R0 DEPOSIT: /$100.00 received on May 3 , 2002 Date of Issuance d Direc or of Bldg. & Qoe'E cementl�pr THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES DAYS FROM THE DATE OF ISSUANCE. .NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. MAY 03 2002 4: 28PM HP LASERJET. 3200 p. 1 ENGINEERING, 169 Haviland Road, -Queensbury,"NY 12804 Phone-518-745-4400 Fax -518-792-8511 November 30,2001 Job#47233 Mr.David Hatin VIA FAX.-7454437 Town of Queensbury 754 Bay Road Queensbury,NY 12804 Re: SP 30-2001 &Sub. 4-2001—Michael Hayes—Ridge Road Apartments Gentlemen: This is to inform you that I have inspected the construction of the septic systems for the referent project. As you are aware, the initial percolation. tests I performed last winter showed that the original fill placed for the leach•fields was too slow and would have required redesign of the systems. I was also concerned that the original fill was absorbing too much groundwater. Therefore,the original fill was modified by mixing in more,granular material and approximately 3 feet of additional fill was added to each leach field. I have performed percolation.tests in the new fill'on each of the 4 leach fields and find that it meets with the requirements of the original design. Therefore the leach fields have been constructed in conformance WM the original design except for the fact that the two easternmost fields have been moved approximately 15 feet to the east and the southwestern field has been rotated 90 degrees. Van Dusen and Steves Surveyors have surveyed:the as-built locations of the . septic systems and I will provide you with an as-built drawing as soon as itis prepared. At this time the southwestern septic system is complete, is constructed in conformance with the approved site plans and is ready for use. The remaining systems lack pumps and.some piping. I will make final inspections of these remaining 3"systems as soon as they are completeand will_ issue a separate certification at that time. Sincerely, Thomas W.Noce,P.E. cc: Mickey Hayes FINAL - COMMERCIAL INSPECTION REPORT Request received. r r Office Use Town of Queensbury (S18) 761-8256 ARRIVE , /prn: DEPART � am prn 742 Bay Road Ready at time: Queensbury, 1VY 12804 .Inspector's.Initial if �e/vyes` G2 Meet: NAME ,PS / a S PERMIT# At time: LOCATION , � ( ) TYPE OF STRUC are S INSPECT ON date : f� Notes: N/A YES NO Chimney/"B"Vent/Direct Vent location ��30 �o Plumbing Vent ) Roof Complete COMMENTS o Exterior finxteri grade guardrails 4complete Interior/exterior guardrails 42 in.platform/decks _Interior/exterior balusters 4 in.spacing platform/decks Stair handrail 34 in.-38 in. �� Step risers 7%in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors f� Gas valve shut-off exposed&regulator(18 in. above grade �i c� Ago n Floor bathroom watertight _" Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),%hour door _ Storage/receiving/shipping roam(2 hour), 1 '/z doors 1 'f2 hour doors and closers %hour corridor doors and closers Firewalls/fire separation,2 hour,3-hour complete Fire dampers,2-hour fire wall/separation or greater Fire door/shutters 1 'h 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 bathroom grab bars/sinks/toilets .Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/ 12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue TEMPORARY C/O—Certificate of Occupancy yes no Okay to issue PERMANENT C/O—Certificate of Occupancy yes 5e, no Okay to issue C/C—Certificate of Compliance yes no JUL 03 2002 9: 29AM HP LRSERJET 3200 p, 2 NACE ENGINEERING.) P. 1,69 Haviland Road, Queensbury,NY 12804 Pb ne-518-745-4400 Fax -518-792-8511 June 21,2002 I ED Mr.David Hatin VIA FAX—745-4437 JUL 0 3 7002 Town of Quieensbury I TOWN OF QUEEN,BURY 754 Bay,.Itoad BUILDING AND CODE Que�ns bury,NY 12804 e:: SP 30-2001 &Sub. 4-2001=Michael Hayes—Ridge Road Apartments Gentlemen: This is a follow-up to my previous letters regarding the construction of the septic systems at the referent project. At this time the remaining three septic systems have been completed. These systems are constructed in conformance with the approved site plans and are ready for use. I made my final ` inspections of these rdmaining systems on Thursday`June 20a`. ` S' cerely, ��� Thomas W.Nace,P.E. cc: Mickey Hayes—fax 792-9162 0z I, RESIDENTIAL FINAL INSPECTION REPORT 4 Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement �+ Dept.of Community Development Arrive Ipm Depart �Pypm Town of Queensbury Inspector's Initials fo"tom" 742 Bay Road Queensbury,New York 12804 NAME PERMrF#O?-- `.' &6 j l LOCATION _ DATE �j J / TYPE OF STRUCTURE A / j Ie2, N/A YES NO COMMENTS L J Chimney Height!'B"Vent/Direct Vent Location Fresh Air Intake ti Vl•'1 Q C Y�b �� (`�'Q Ut�'Q 1 Plumb Vent through roofQ }l .Q�� Gt Roof Complete I �( ` < a Exterior Finish Complete Interiar/ExteriarRailings 30"to 36� ,,,,,� �1a �U��t� Exterior Handrails,balconies,land' 18 in.or more T Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation — ��`1 fi.9 J S 6 l� 8"clearance to sill plate 1 �" 6 _� Gas Valve shut-off exposed/regulator 18"aTe ode ���( `1� �fti �� Gas Furnace shut-off within 30 feet or)AUf�site �j(/ f. Oil Furnace shut-off at entrance to furnace a �J �J Furnace/Hot Water Heater operating MUM 1a eV t} W 11� � Relief Valve(s)installed Headroom,6 ft.6 in.on stairs ff �� u Basement stairs,6 ft.4 in. C1 6611,t; ((� YlifSSF i a} Handrail exterior stairs both sides more than 3 risers cJ Interior privacy/him/doors/main entrance 36" Floor Finish Bathroom/Kitchen watertight ' i sy Interior Handrails BalconiesiLanding 18 in.or more 0 Cat i 15 a /I ed iv Railing across window in stairwells rd Smoke Detectors: 6 I S every level / every bedroom ---�KU M&Tv S C; S-FUA tZ.G( aM25 outside every bedroom f j inter connected ( 5 2 (b`Zer 6,C) Bathroom fans , Plumbing fixtures deo sed,t1Ut 6i^ S eal 41/4 1,0 Foundation insulation cJ 3/4 hour fire door/door closer yy Garage fireproofing v i'Y� l S ile /�f )i� Y j t� kjI a i, Garage penetrations sealed �Jtit f��( aye t Furnace in separate room protected(in garage) I GGG ,Z� Etl-*ial (eit,'4 Light ventilation per room Safety glazing 18"or less from floor t ! t���y,, [( Final lectrical ---. j-h✓ii tZ/i�t- J, �- fm( 0j, S' lan/Variance required irualSurvey Plot Plan urectS do 16f#3 As Built Septic System layout required � �,� � �( f4 P lU Okay to issue C/C(Certif.of Compliance) q� Okay to issue temp.C/Onen(Certif:of if.Occupancy).ofOcp ,� oe'",vale _4e,, ��t r1 r Okay to issue permanent C/O{Certif.of Occupancy) I o �1 (-�tty, f1tuo'? 1}15 ,-�Mh doe eflonc , rlVQ2� DYi j� ffv pa`�� }PI^ 1-1W PQsZ� o� RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive am/pm Depa j Town of Queensbury Inspector's Initials- Dept. 742 Bay Road Queensbu y,New York'12804 NAME L S �Lo n�� PERMIT# Q Q;- S l LOCATION �— DATE TYPE OF STRUCTURE N/A YES NO COMMENTS Chimney Height/"B"Vent/Direct Vent Location Fresh Air Intake Plumb Vent through roof Roof Complete Exterior Finish Complete Interior/Exterior Railings 30"to 36" Exterior Handrails,balconies,landing 18 in.or more___. Interior Handrails stairs both sides 3 or more risers Grade 2%away from foundation 8"clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Relief Valve(s)installed Headroom,6 ft.6 in.on stairs Basement stairs,6 ft.4 in. Handrail exterior stairs both sides more than 3 risers Interior privacy/trim/doors/main entrance 36" Floor Finish Batbroom/Kitchen watertight \ Interior Handrails Balconies/I.aading 18 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 3/4 hour fire door/door closer Garage fireproofing Garage penetrations sealed Furnace in separate room protected(in garage) Light ventilation per room Safety glazing 18"or less from floor Final Electrical ,A'te P1anNariance required Final Survey Plot Plan 0`�- vl!�s Built Septic System layo t required Okay to issue C/C(Certif.of Compliance) Okay to issue temp.C/O(Certif.of Occupancy)_ Okay to issue permanent C/O(Certif.of Occupancy) V .. z 4Q H �U C1 a 0a � moAN z WAO a MW4H H aa4 zz0 HGkl «, ,4 wt l N 04 w U zl 00 OQ4 .; HX0H H H Ioon w A Ix w H 0 I WU0 Now" a I� H G�0 ��� oz z a I W W W z 0 z U �+H W a W U w z H z (7 W 0 a w z u W z9 a a W H H w a H U �+ H Q HH W H x H H a a w W z w a waw a w a z � xW aawWWWxoo Ci W a W a 0 w 4 a 0 W x w A U z W x H ] W 0 a H W g H �+ U H 4 4 a 0 H mg W W 4 W a 4 W 0 A U U H a H U W > H H W z H U a J + M a H U G H x z z W H 4 z W W U d W A A H W W v U : ' w H H > H w w a " a A 4 w H z > w 0 a z W W w H W Ix W W w W U > ] vai z W 0 z 4 0 z H a w r� H a a a W z W a W ca x > H �i 0 X 0 0 9 a a a a ] W z 0 w uH z U 0 0 H 0 0 w 0 10 0 H � H W H H 0 z W H z H z G W 4 H a A A z A A W 0 U U U a > H H a z 'M H H W A x H W H H H a 0 H W w 9 W W p X '2 W W H H 0 z W U W W a W N H H 0 A A W 4 H a H U H a 0 H � 0 p 4 4, 0 ] F 0 1 1 H I H , z z hoy x 4 04 0H * 40xwc� aozpHHHWHXX49 HH o z 4 A p U a x w x 9 w w H W w W U w w w a x x 4 w _05 RECEIVED MAY 2002 TOWN OF r U ENSBURV BUIL DING ,A ID CODE ` I l� an D u s e Steves Land Surveyors, LLC 169 Haviland Road Queensbury, New York 128 ;518) 792-8474 New York Lie. No. 50135 LOT 2 UTE 9L STATE R,0 E ARK xor 8'35- 152.50, r N 6T f X 47.04 W J a 67.88 � X first flr.-301.5 41 s basement flr.m293.5 o M 0 b f b X 47.15 Uj - i j 67.48 X LOT 4 f I LOT 3 786,276 sq. ft. 18.05 acres X t REMAINING LANDS OF • • Q��0� NE�{/��9 LOT 3 NOT SHOWN •' EW C' S��G 1MAUIMMM ALI M" OR AOOIT M m A SURVEY MAP I EAR1N0 A LADD= LAM SMIWVW REAL IS A VIOLATION OF WCYION 77016 $UB-OIYF'Idl 2. OF TE HER YORN STATE EDUCATOR, LAW 'ONLY COPES ►RCM THE CR OVAL OF TRR S WY MARKED WITH AN CRIMA► OF THE L M O SURVEYORS REAL SMALL x CONSIDER[) Ti K VALID TRUE OOPIES,- -aRRFlCATCNS MIDWAYS He" MONPY THAT " SMVEY WAS PREPARED N ACCORDANCE WITH THE 011S1Ne DOCE W PRACTICE FOR I" STRYE101TS ADMFM BY THE NEW YORT STATE AMMATOON CF PRCPESMONN. LAND SMYEYTRL SAID C0171FICATONS SHALL RUN a0.Y TO THE PERSON FOR VOW THE SURVEY IS PRIPMED. AND DN ft WMALF T1 THE 1TTE CMVMY. 00MMACNTAL AMOY AND LOOM P6111U M LEST D MERWN„ AND TO THE ASSIGM1 t OF THE LENDING N07IT T1000 Map of a Survey made for HAYES GROUP Town of Queensbury, Marren County, New York NO. I DA TE I e1 MAT d, to 1'=50' S --1 %MtOF1 HAYES C-697 DESCRIPTION DWG. NO. 95072—LOT3 1 �ro 4J4-) 4-) 0 0 nn Q) it 000z U z 0. -P 0 0 0 It- 4- 4- 4- v, �'— l C a 0 � Q a H � ' W V) I \ cn N z p� N I � 0 � +-) (a c 0 f ro Id° Iq °r 1M ro� 0 0 r r r" 0 zw V) Q) 'r 0 0 U a Va y E I y � �"� ,0I V1 " , 1 0 041 0 rE 0 0�� �w or. 0 �r `wgu 0 of t c� �, ti U^ so � ,� Cc Or- � F- � .� 0 In c� 1� s. DEW -C U �. u� c �, I 1 9 0 0r~WM °° cn a .0 N L�, ro 0 '� r Q 0 0 4- aV) 0. 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LL (1) ()Allow � L. 0 Vf � A RESIDENTIAL FINAL INSPECTION REPORT Office No.(518)761-8256 Date inspection request received: Building&Code Enforcement Dept.of Community Development Arrive_am/pm Dep, Town of Queensbury Inspector's Initial 742 Bay Road Queensbury,New York,12804 NAME �-N-/e S '�f-/-/-:q C S PERMIT# LOCATION DATE TYPE OF STRUCTME NIA YES NO COMMENTS Chimney Heightt"B"Vent/Direct Vent Location Fresh Air Intake o roof Plumb Vent thr roof Roof Complete Exterior Finish Com. fete - - 31 Iftterior/Exterior gs 10"to 161' aa ,aies,Ian, Exterior Handrails, Qm' ig 18 in.or more— uls stairs ot Interior Handrails stairs oth sides or more risers Grade 2%away from fo elation 1 8"clearance to sill plate Gas Valve shut-off expos re 8"above grade et 1 or with Gas Furnace shut-off within in line of site. Oil Furnace shut-off at entrap to furnace area Furnace/Hot-Water Heater-()per htin2- Relief Valve(s)installed— Headroom,6 ft.6 in.on stairs ides ore Basement stairs,6 ft.4 in. s Nen , V I Handrail exterior stairs both sides ,ore than 3 risers Interior privacy/trim/doors/main cc 36" Floor Finish Bathroom/Kitchen watertight Interior Handrails Balconies/Landing 8 in.or more V" Railing across window in stairwells Smoke Detectors: every level A06oc— every bedroom V" outside every bedroom inter connected Bathroom fans Plumbing fixtures lop, Foundation insulation 3/4 hour fire door/door closer Garage fireproofing 12 Garage'penetrations sealed Furnace in separate room protected(m garage) V Light ventilation Safe ty gl R(!i;oom "'essifrom floor Final Eleetrniel I8l \eeite Plan Variance required Final Survey Plot Plan VAs Built Septic System layout required__ Okay to issue C/C(Certif.of Compliance) �J-cf - y OV*'Oka�y to issue temp.C/O(Certif.of Occupancy)_ 77 WAX _ RA ri. Okay to issue permanent C/O(Certif of Occupancy) VAWS I AA 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 atnl pa % r 742 Bay Road or's Ini ' s Queensbury,NY 12804 NAME A — PERMIT# LOCATION 13,AL t� -, DATE_ ��c-3-0? TYPE OF STRUCTURES 1� N/A YES NO COMMENTS Chimney HeigW B"Vent/Dired Vent Location c) Fresh Air Intake Plumb Vent through roof_. Roof complete l9 Exterior finish complete Interior/exterior railings 34 in.to 38 in. Exterior handrails,balconies,landing 18 in.or more 41 Interior handrails stairs both sides A more risers Guardrails 42 in. " Ballisters 4 in.spacing Doors 36 in. Headroom 7 IL on stairs #• Handrail exterior stairs both sides mo 'than 3 risers Floor finish BathroomMtchen watertight Interior handrails balconies/landing 18 it or more Railing across window in stairwells Smoke detectors: V, �aT� CK� L3on��a CK"5 Ooeq, Cfi%gpcE�6 every level every bedroom outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation Fire separation 3/4, 1,2 hour Fire walls 1,2,3,hour Fire doors'/4, 1 '/z,2 hour Handicapped Accessibility Handicapped parking Handicapped signage Finish grade Gas valve shut-off exposed/regulator 18 in.above grade Gas fumace shut-off within 30 fl.or within line of site Oil furnace shut-off at entrance to furnace area . *Fumace/hot water heater operatmi Relief valve(s)installed Garage fireproofs Garage penetrations sealed Furnace in separate room protected(ink) Light ventilation per room Safety glazing 18 in.or less from floor Final Electrical Site Plan/Variance required *Final Survey Plot-Plan gg,,C_.t -e #As-built septic system layout required*' ptit *Okay to issue temp C/O Okav to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif,of Compliance) Office Use GENERAL INSPECTION REPO kT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPART a Ipm Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# 0 S-9 LOCATION: INSPECT ON(date): q TYPE OF STRUCTURE: CHEC N/A i YE 0 COMMENTS oti 7Fo n /Piers ST Monoli *C LPr,om Reinforcement in Place The contractor is re for`sp e providing protection=R- ezing for 48 hours following th pl cement of the concrete. Materials for this purpose o s,' e Foundation/Wallpour Reinforcement in Place Foundation/D amppro o Backfill Approval !n�L� Plumbing Under S105- 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 Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/TvIain Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppmg_ L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT,INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building&Code Enforcement At time: 742 Bay Road Notes: Queensbury, AT 12804 ARRIVE—am/pm: DEPART-' amlpm (518) 761-8256 Inspector's Initialsy—� NAME: PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK NIAi YE Xso COMMENTS "Footings ier -3 OF Monolithic Pour Form Reinforcement in Place The contractor is respo ible for fre ezing P providing protection fro freezin -T�b (� O & for 48 hours t following placement following of the concrete. Materials for this purpose o site Foundation/Wallpour'Reinforcement in Place, Foundation/Darnpproofi'n Backfill Approval Plumbing Under Slab Plumbing VenttVents in Place_�__ Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior 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 L:\SueHemingway\Building.Codes.Inspection.FORrvfS\GENERAI,INSPECTION REPORT.doc TOWN OF QUEEKSBURY BUILDING & CODE ENFORCEMENT Quc!c-_n�t3our-_y MY -IZ004 (518) 7C>1-8256 SEPTIC DISPOSAU SYSTEM INSPECTION N am e- Location D a-t t--- 7-z4 P e r-m 1 7t SOIL TYPE: Sand- Loam-Cl ay- Resul is of Per-c -ti a7ti n Test--- a( i -f applicable- ) Rage- inu-te/Inch TYPE OF SYS-rEM= ABSORP-FION VIEL_ T o-t�_.l L e-n g 1�. Length of each r*ench &I Depth of trench Size- o-fstone :2 SEEPAGE PITS : _u b Size - t� - X -F-t Stone size i3r- PIPING : _IZ le Type B! dg . to Tank Tank. to Dist— Bo t t Dis -t - Box to Fie_,</>P - J-2 Open -f ngs - Sealed ? Ye No Part! al I-OCA-VICH4,/SEPARA-VI Founda-tion to Tank feet Found a-tion to Absot-p -tion -Feet Separ-atlon o-F Pits feet Conforms as pen Plo-t Plan y e s t-OCA-TIOM OF SYSIrEM ON - PROP 12TY:, ( circle one ) -Fr-ont - Rear- - 'Le-F7t Side Righ Side Middle Front - Middle Rea v-�; SYSTEM USE APPROVED = YES NO A ct D c--p air ie�d BUI I cling Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development � Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE am/pm: DEPAR . vamtpm Notes: (518) 761-8256., Inspector'slnitiakv NAME: P(1,1-S PERMIT# 6 LOCATION: L- 3 y6 INSPECT ON(date): 77-3 D 7/ TYPE OF STRUCTURE: CHECK )) N/A YES NO COMMENTS Footings ier Monolith our Form Reinforcement in Place The contractor is respo ible fo providing protection fro free 'ng for 48 hours following pla ement of the concrete. Materials for this purpose o to FoundationfWallpolir Reinforcement in Place Foundation/Dampproofmg Backfill Approval +— Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior - 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 BracingBridging Joist Hangers . Jack Posts/Main'Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingwayl3ui]ding.Codes.Inspection.FORNfS\GENERAI,INSPECTION REPORT.doc _TOWN OF QUEEMSBURY BUILDING A CODE EMPORCEMEN-F `742 -- Ba_y Rciwa4 . Quoonsbur-,y MY M2804( , SEPTIC DISPOSAL SYSTEM INSPECTION Name Loca'1-i an C-2N SOIL, -TYPE: Sand- Loam-Cl a-y- Rt--sul -ts o-F Pe- r-cola-tion -res-t- ( i -F applicable ) Rate-Mlnu-te/ Inch TYPE OF SYSTEMz ABSORP- "ION FIELD: -T 1--al Length Length a-F each -tyen h-ty- Depth o-F onch*---s Size o-F stonet. SEEPAGE PI-rS : Numb r- Size -F-t S-tone size PIPING= S - Type Bldg - to Tank 4(3-' -5-,- (fT Tank to -Dlst� - Box ' 4k 9-- -- Dis-t - Box to Flelc(� S ' -rye Op en n 1 n 9 s Seal tc--d? - Pay-tial t-OCA-rl OftZSEPAR.A-TI OKFqlS - I Founda-tion -to Tank -Faa7t ti -Founda-tion *-o 'Absa�rp -tio -F-e e-t Separation of- - Pil--s -F t p Con-For-ms as pe- r, Plo-t PI n Yes No L.00A-1-10N OF - -SYS-FE14 ON PAOPER-ry= ( ciy-cle- one ) Front - Rea - Le-f-t Side - Right Side Middle Fr-on -t - Middl a Rear COMMEN-FS ;7 SYSTEM . USE APPROVED= YES r,0 t D*--p ex r-l--4ed j Office Use GENERAL INSPECTION REPORT inspector: Town of Queensbury Ready at.time:' Dept. of Community Development Request received Meet: Building& Code Enforcement At timel 742 Bay Road Queensbuo; AT 12804 ARRIVE-am/pm: DEPART am/pm � pill Notes: (518) 761-8256 Inspector's Initials NAME: PERMIT# V LOCATION: 3 INSPECT ON(date): TYPE OF STRUCTURE: RECHEC N/A YES i NO COMMENTS L tin S/Piers Monoli is o Fo Reinforcement in Pla RE CHEC 0 P &F r r 01 e -ers I in-S/P POA otl Mo oll Ic Rei 01 ment in Plac -ce c I The contractor is r,r.ponAle for providing � i roviding protectio, from eezing for 48 hours follow' g the lacement of the concrete. Materials for this purpc�e o site Foundation/Wallp6ur Reinforcement in Foundation[Dampproofi Backfill Approval Plumbing Under Slab Plumbing VentlVents in P ce Rough Plumbing Heating Rough-In Insulation Foundation Walls Interio R- Foundation Walls Exterio 'R- Floors R Walls R- Ceiling RR- 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,hot Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\Suel4emingway\Building.Codes.Inspection.FOR?vfS\GENERAI,INSPECTION REPORT.doc Office Use .r. -GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code-Enforcement At time: 742 Bay Road , Queensbury, NY 12804 ARRIVE am/pm: DEPARTI$am/pm Notes: (518) 761-8256 Inspector's Initialix� NAME: -PERMIT# .0 2 0,3 LOCATION: @dG '. F�t��o G �� INSPECT ON(date): �l TYPE OF STRUCTURE: RECHECK NIA YES 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 concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofmg 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- roper Vent,Attic Vent ��1tt C�f71-.�'1,,� /la C h� 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 L:\SueHemingway\Building.Codes.lnspection.FORMS\GENERAL INSPECTION REPORT.doc ,�-yv� C���KA5 1 c,a� � P �LPPWX, CMG FLOOR BEAM M A,Vkverhaeuscr Businrss rr rr TJ-Beam(TM)6.02 Serial Number:7002005404 3 Pcs:of 1 3/4 x 11 7/8 1.9E Microllam0 LVL User-4 04/05 Pagel Engine version:12.1M THIS PRODUCT MEETS OR.EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED f 0 0 16'41/2" Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Y T Primary L:oad'Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: /Class 7 Type Live , Dead Location Application Comment Uniform(plf)� Fioor(1.00) 330.0 110.0 0 To 16'41/2" Adds To FLOOR Uniform(plf) Fioor(1,00) 0.0 80.0 0 To 16'.41/2" Adds To wall (1) Point(pif) Floor(1.00) ; 0.0 108.0 0 - Exterior wall ' ' (1) Point(pif) Floor(1.00) 0.0 108.0 16'41/2" - Ext.wall -(1)Analysis assumes loads are passed through to support: Sufficient strength full depth blocking,rim or squash blocks are required at support(s): 1 The accessories shown,at the diagram above,have NOT been checked for capacity. Downward acting point loads are included in the reported SUPPORT(S)reactions. These are the reactions associated with the highest coefficient of duration and may not be the most CRITICAL case when designing the supporting member below, ti _ A SUPPORTS: l {-� Input Bearing Vertical Reactions(Ibs) Detail Other I���}d� + C 'tF 6A V)*A . I/ Width Length . Live/Dead/UpliftlTotal J 1 Wood column 5.50" 5.50" 3029/1903/0/4932 L5 None I- d Te�R 1 2 Wood column 5.50" 5.50" 3029/1903/0/4932 L5 None iFJ�/! .y� - ._'� -See TJ SPECIFIER'S/BUILDERS GUIDE for detaii(s):L5 f�t i �j �f DESIGN CONTROLS: ^_!sue- = �}. �j o (y k Maximum Design Control Control Location I I q70 < Shear(Ibs) 4628 -3971 11845 Passed(34%) Rt.end Span 1 under Floor loading Moment(Ft-Lbs) 18174 18174 26772 Passed(68%) MID Span 1 under Floor loading Live Load Defl(in) 0.386 0.524 Passed(L/488) MID Span 1 under Floor loading Total Load Defl(in) 0.615 0.785 Passed(L/306) MID Span 1 under Floor loading -Deflection Criteria:STANDARD(LL:L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 10'6"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. + o rn nj Yr a n-d;- aAv dam? to -t>Knuyl a ib6 V� , PROJECT INFORMATION: RQgERT A:KJSERKJ f" ` OPERATOR INFORMATION: CURTIS LUMBER FRQFESSJQIAL,EOG� �� Beth Hood 78 MIKE M. ��;, �i�(�,QE`t ':Trus Joist 518-792-8601 :' ' 104 Centre Boulevard,Suite A Hayes Residence - !` l Marlton,NJ 08053 Queensbury,NY Phone:1-800-678-8787 r � Fax :856-985-9806 hood bG7a trusjoist.com Copyright m 2001 by Trus,Joist, a Weyerhaeuser MicrollamO is a registered trademark of Trus.Joi t C:\Expert Files for Drawing Review\CURTIS 4-4-2K2 s ! \ FLOOR BEAM WAA aeukr 136inm - - TJ-Beam(rM)6.02 Serial Nn 7002005404 3 Pcs of 1 3/4" x 11!7/8" 1.9E Microflam@) LVL User:4 04/05002 8:3 :17 Page 2 Engine/2 Verslon:11.2.1AM THIS PRODUCT MEETS OR EXCEEDS THE SET''D'E* SIGN' CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL.NOTES: -IMPORTANT!The analysis presented is output from software developed by Trus Joist(TJ). Allowable product values,shown are in accordance with current TJ materials and accepted desigp values. TJ Engineering has I verified the analysis.The input loads and dimensions have been provided by others LMA-KEL L., and must be verified and approved for the specific application by the-design professional for the Project. V I -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY!- PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S BUILDER'S GUIDES for multiple ply connection. ROBE T A KU ER S PROFESc JON4L E GI ER NJ:36011,1 DE:78 PROJECT-INFORMATION: OPERATOR INFORMATION: CURTIS LUMBER Beth Hood MIKE M. Trus Joist 518-792-8601 104 Centre Boulevard,Suite A 'R Hayes Residence "-Marlton,NJ 08053 Queensbury,NY Phone:1-800-678-8787 Fax :856-985-9806 hoodb@trusioist.com Y Copyright @ 2001 by Trus Joist, a Weyerhaeuser Business microllamO is a registered trademark of Trus-Joist. Ct\Expert Files for Drawing Review\CURTIS 4-4-2K2.sms GENERAL INSPECTION REPORT ( 518 ) 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 pm Inspector's Initi NAME: }� "(��� � � PERMIT #� c, LOCATION: ';2�,X -O j -2-) DATE: 4=3—o;7— TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsibl for providing protection from fr zing for 48 hours following the pl cement of the concrete. Materials for this purpose on sit Foundation/Wallpour Reinforcement inlPlace Foundation/Damppr fing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing �� 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 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 Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am P a Notes: (518) 761-8256 Inspector's Initici < NAME: PERMIT# LOCATION: 0" INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respi nnsible or ft providing protection f in fre zing for 48 hours following V.hepl cement of the concrete. Materials for this purpose n s to Foundation/Wallpour Reinforcement in Place Foundation/Darnpproo f Backfill Approval Plumbing Under Slab PlumbingVent/Vents in Place Rough Plumbing -t, Plu nbing He ti g Rou In -s0lation Foundation ­ a jlls InAernior R- *1 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 119 4- Bracing/Bridging_ & - Q 4an Joist Hangers AN Jack Posts/Main Bearn Air Infiltration Barrier Vo Fire Separation 1,2,3,hour (Z7 1xv Penetration Sealed Fire Wall 2,3,4 hour Firestoppi L:\SueHemingway\Building.Codes.bigpection.FORMS\GFNERAI,INSPECTION REPORT.doe ' iawesoae sv-- Office Use GENERAL INSPECTION REPOR. 1' � Inspector: J� Town of Queensbury � � �"3 Ready at time e `�, Dept. of Community Development"�,/ .- Req�xest received: Z Meet: Building& Code Enforcement time: 742 Bay Road Queensbury, NY 12804 ARRIVE' a n EP Z' a In otes: (518) 761-8256 Inspector's Initi is NAME: PERMIT# c)05-—o4 LOCATION: INSPECT ON(date): e ` TYPE OF STRUCTURE: q g RECHECK N/A i YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plac _ The contractor is res onsi le for providing protection -om freezing for 48 hours followin th placement of the concrete. Materials for this purpos n site Foundation/Wallpour Reinforcement in Place Foundatio amppr un Backfill Approva Plumbing Under Slab Plumbing Vent/Vents in PI ice Rough Plumbing Heating Rough-In nsu at on oundation Walls Interi r 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 BracingBridging Joist Hangers ' Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GF,NERAL INSPECTION REPORT.doe GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road t Queensbury,NY 12804 Arrive kl/TDann/�Depart spector's Lnitia y NAME: rJ PERMIT 4 LOCATION: DATE: TYPE OF STRUCTURE: \ RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing prate i n from freezing for 48 hours f Iowi the placement of the concret . Materials for thi purpos on site Foundation/Wal pour Reinforcement i Place Foundation/Dam roofi Bacldill Approval Plumbing Under S b Plumbing Ven in Place Rough Pi- ing Heating Rough-In f Insulation ZtJ Lxo?_ �` Foundation Walls In erior R- Foundation Walls E erior R- Floors R- Walls R- � Ceiling R- " ' Duct work or piping i unheated spaces R- oper Vent,Attic Vent If Framing Jack Studs/Headers/ Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I,2,3,hour Penetration Sealed IFire Wall 2,3,4 hour irestopping Z FL o Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: 8".4— Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE amlpnz: DEPART am/pm Notes (w WA (518) 761-8256 Inspector's Initials NAME: PERMIT# 0?60 LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible ml fre e providing protection from free ng r for 48 hours following the responsible ent of the concrete. )se site Materials for this purpose on site Foundation/Wallpour Reinforcement in Place ampproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ a gjRft,-,Jug- - V 141WF-oundation Walls Interior R- Col, Foundation Walls Exterior R- e Floors R- 6 e-A)15 P:e-,-Z, /QS0L 60 Walls R- 1,� Ceiling R- Duct work or piping in unheated spaces R- A Proper'Vent,%T,tivkent :Lfa-- _rig V Pf? )ULt7& INFE-ck—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, hour -V-/ COW L:\SueHemingway\Btti)ding.Codes.Inspection.FORrvfS\GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPARYI Damlp nNot iop*F (518) 761-8256 Inspector's Initial k.) NAME: PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE. RECHECK N/A YES No COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plac in r P Form la c The contractor is res onsibl for providing protection om ezing I for 48 hours followin the p acement of the concrete. is purpose Materials for this purpose on ite Foundation/WlaUpour Reinforcement in Place PacVe Foundation/Damppro 1 n mg Backfill Approval Slab P ing Under ',� �t/.V, ls in Plac 20077g'1311177—mbwi!"g�w jo 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- Prop;_er_we -j�cv t " —00r-n1l ack Studs/Headers Bracing/Bridgmig— ist Hangers JackPosts/Mai eam Fire eparation 1,2,3,hour Pe etration Sealed ur L:\SueHemingway\Building.Codes.Inspection.FORMS�GENERAL INSPECTION REPORT.doc Office Use GENERAL INSPECTION REPORT Inspector: i I Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: v 742 Bay Road 04 Not's- Queensbury, AT 12804 ARRIVE am/pm: DEPART amlpm (518) 761-8256 Inspector's Initials NAME: PERMIT# LOCATION: k,::>6,C— t7tiYJ INSPECT ON(date): L0 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers_ Monolithic Pour Form Reinforcement in Place The contractor is respoi Lsible fbA providing protection f reezi� r f for 48 hours following t e placeent - of the concrete. Materials for this purpose o site FoundationfWallpour Reinforcement in Place Foundation/Darnppipofing Backfill Approval_ P robing Under Slab—lumbing Vent/Vent�s 'n Place `�Rpugli Plumbing.,a g ou Insulation Foundation Walls Interior Foundation Walls Exterior Floors R Walls R1 Ceiling Duct work or piping in unheated spaces R- roper Vent,Attic Vent Thung Rack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts[Main Beam ? Air Infiltration Barrier Fire Separation 1,2, 3,hour P inetr t 'onSeaI d re Wall 2,3,4 h o ur 17 st L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAT.INSPECTION REPORT.doc Office Use GENERA, INSPECTION REPORT Inspector: r Town of Queensbuiy Ready at time: Dept. of Community Development Request received: Meet: V Building chi Code Enforcement At time: CD _ , 742 Bay Road Notes Queensh� 12804 ARRIVE am/pm: DEPART[ i am/pm (51 761-8256 Inspector's Initials' N �5 PERMIT# d 1 LOCATION: ���� C— a� INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A_ YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is resptaceme providing protection for 48 hours followinof the concrete. Materials for this purpo Foundation/Wallpour Reinforcement in Place F dation/Dampproo g ) fill Approval P bL U de lab �1 -en in Place 059-A CC atxng Rou Jr su at'cl tJ GG - ljs{d GSCvt(2- tn2A -cJ s oundation ails Interi . - , Foundation Walls-Exterior R- _ Floors R- AjJ C ifi/,tf�G7iGt Walls R- Ceiling R- Duct work or piping mi unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headeis V - BiacingBridging Joist Hangers J ck Posts/Main Beam Infiltration Barrier ire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.lrispection.FORMSIGENERAL INSPECTION REPORT.doc Office Use . GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code.Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE am/pm: DEPART am/pm Notes: (518) 761-8256 Inspector's Initials NAME: C�5 PERMIT# b o` "7 LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsib )1acem providing protection from for 48 hours following the' t of the concrete. Materials for this purpo Foundation/W allpour Reinforcement in Place _ Foundation/Dampproofmg Backfill Approval PP bang Under Slab 'Plumbing Vent/Vents in Place ocjh 'urrabz��A,, -�. KAlc IF ea"in ug -In Insulation Foundation Walls Interior Foundation Walls Exterior Floors R- - ;E I Walls R- Ceiling R- Duct work or piping in, unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers BracingBridgmg Joist Hangers ck Psts/Main Beam r . i -Lon.Barrier penetration Sealer Fire Wall 2,3,4 hour Firestopping L:\SueHemingway\Building.Codes.Inspection.FORrvfS\GENERAI.,INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Rood Queensbuiy, AT 12804 ARRIVE amIpm: DEPAR7?--"1 m1pjjj Not,,: (518) 761-8256 Inspector's Initials NAME: PERMIT# LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place e fi The contractor is responsible f providing protection from re ing pl, for 48 hours following the a ement of the concrete. Materials for this purpose on sit Foundation/Wallpour Reinforcement in Place Foundation/Dampproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in PlaceV_ Rough Plumbing Hearing Rough-In A Insulation _'/ I Foundation Walls-Intch-o-r- 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 I/J f k Posts/Main Beam filtration Barrier 12. 1 62 ire Separation 1,2,3,hour Penetra * n Sealed Fire all 2,3,4 ho . estopping X r-- Y5 U'o I L:\SueHemingway\Building.Codes.Ilispection.FORMS\GENERAL INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT Inspector: Toivn of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, AT 12804 ARRIVE 310 amlpm: DEPART amlpm Notes: (518) 761-8256 Inspector's Initials NAME: lwuv-,-C� PERMIT# a LOCATION: %,(- 6&&:� INSPECT ON(date): TYPE OF STRUCTURE: J-)C)L)SQ 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 concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofm 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 7- 4Bated spaces R- cm— Prop Vent,Attic Vent N vrMng Jack Studs/Headers Bracing/Bridging_ Joist Hangers les) Jack Posts[Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping L:\SueHemiiigway\Building.Codes.Inspection.FORMS\GENEP,AL MPECTION RLPORT.doc GENERAL INSPECTION REPORT (518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road f Queensbury,NY 12804 Arrive am/pm Depart � am/pm Inspector's Initials NAME: �L� PERMIT#0Z—C�S, � LOCATIO DATE: TYPE OF STR CTURE: RECHECK N/A YES NO MMENTS 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 Rei orcement in Place F ndation/Dampproofing ackfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation W/ten - Foundation W - Floors WallsCeilingDuct work or unheated sProper Vent,Att Framing Jack Stu eaders Bracing/B 'dging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping i GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 ArriveH=QCam/,om Depart m/ Inspector's Initial NAME; PERMIT 4 — LOCATION: DATE: — Z TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in P The contractor is re sable far providing protect on fr freezing for 48 hours follo� 'ng t e placement of the concrete. Materials for this pu se n site Foundation/Wallpour Reinforcement Zin WPlacFoundation/Da g Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interio R- Foundation Walls Exteri R- Floors - Walls - Ceiling - Duct work or piping in unheated.spaces - 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 3 VItA GENERAL INSPECTION REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road ,�„ Queensbury,NAY 12804 Arrivc5 (- m Depart LL Inspector's Initials — NAME: — J PERMIT It - LOCATION: DATE : TYPE OF STRUCTURE: RECHECK N/A YE O/ COMMENTS ,Footings/Piers I �� Monolithic Pour Form � - kZA L� � Reinforceme �m Place The contr ,to responsible for providing rotection from freezing for 48 hour following the placement of the concrete. Materials for this purpose on site Foundation/Wall ur Reinforcement in lace Foundation/Damp roofing Backfill Approval t Plumbing Under Sl b i Plumbing VentlVen 'n Place Rough Plumbing Heating Rough-In Insulation Foundation Walls I terior R- Foundation Walls E tenor R- Floors R- Walls R- Ceiling R- Duct work or piping i 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 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742.Bay Road ,il�, Queensbury,NV 12804 Arrive��� D2e,Inspector'sNAME: i PERMIT# LOCATION: C)c,�j DATE : 2 r i —L�� TYPE OF STRUCTURE: U RECHECK. N/A YES NO COMMENTS ootings/Piers 1�T00 F tt%) V-00T1 v.`)(Z6 Monolithic Pour Form \A) ,t,,yA�p Reinforcement in Place The contractor is respon ible for (a l FOG`1 C74 providing protection froi freezin '� ' `�- 1 for 48 hours following t e place nt of the concrete_ Materials for this purpose o site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing / Backfill Approval Plumbing Under Slab .' Plumbing Ventyents-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 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 IVEVORANDOM DRAWN0 DETAIL #4 JOB # 010102 HAYES 4PEEX - FND-DETAIL 3-hl(l BC111-8P HlM - N M KMifil.1 DMIROCIM I6°O.D,W1111C SIE�i}11MC 4 y P.1,sa N1E W/ I Hk 00 8"POURED CCNC.WALE 4"RE I NFORCED CONC.SLAB W'/6x6 5/5WWF T.O.S.--C -4 1611, @ 1 M I N_,B LOW SURFACE& 4 90 10 @ 24 0.0. _________ _______ _ REBAR (RE I NFORC I NG AS REQU I RED BY.STATE CODE) 24' � PROV IDE WATERPROOF ING,BARRI ER ON OU-S IDE SANDY SO IL BACK F ILL ADDRESS NG { t E • FOUNDAT I ON WALL AS REQU I RED 2"R I ID EPS FOUND. INSULAT ION r� as } ' w 2x4 KEY WAY CONC.F I LLE` + OF"Fw y 4''FTG.DRA I N W/F I LTER FABR I C I N#2 CRUSHED STONE @.12"M I N,PAD I Ds MON CENTEk I NE,0: 16 P IPE AS.REOU IRED V'x8"CONT 4CONCREtE FTG.W/2+CONT.REEARS a r 0zt- T.0.S. TOP OF SLAB 01-4'` >63 T.O.W. TOP OF WALL 8'-0'` �: ` :;; to T.0.F. TOP OF FTG. -4'-O"' iT, 4 ACT ON 6"COMPACTED GAVEL W/ 6M I L POLY:VAPOR BARR I ER cr ` DAD-P SCALE NONE oZ TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 January 25,2002 Mike Maney Concepts&Designs 16 Helen Drive Queensbury,NY 12804 Dear Mike: l- The following items,need to be addressed on the plans prior to issuance of a buildingpermit for the f ourplexes for the Hayes Group. 1. The walls between the units must have a soundproof rating of 45, in accordance with ASTM rating E413-87. 2. The door widths on all the interior doors from the bedrooms are required to be 36 inches. 3. The stairways must have no greater than a seven and three quarter inch rise,and a tread of nine and a half inches with nosing of one and an eighth inches. 4. The garage walls must be entirely sheet-rocked,as there is potential for living space above the garage. 5. Rise and run of the entrance steps from grade to the threshold of the entrance door must meet the same dimensions as the interior stairs. 6. It is not clear as to whether the basement walls.and ceiling will be sheet-rocked. They must also be sheet-racked in accordance with a 5A rating. 7. There are no smoke detectors shown in the bedrooms or on each floor level including the basement. Please mark the plans accordingly to show a smoke detector in each bedroom,in the hallway,and one on the first floor and basement area. 8. There's'no information as to what type of heating units will be provided,and where. We will need to know the placement of the heating unit, and the type of venting system to be used. Also, if the heating units are in an enclosed room,the door must be noncombustible or a wood door with metal backing 9. The entire wall of the walkout basement must be four foot below grade. It appears from the layout of your plans that the entire back wall of the four-plex is not four foot below grade. 10. If the bonus rooms are to be finished off and doorways provided to them,the ceiling of the garage must be insulated,as well as the walls and ceiling of the bonus room. This is not shown on the plans. The door must be 36 inches. 11. We need the septic information and well location to be provided on the plot plan. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 IJ 12. As you have sliders from the first story,there must be either stairs to grade or a deck,that is currently shown on the plans to be optional, provided, and details of the framing of that deck provided. If stairs are to be provided to grade, they must meet the same requirements as the interior stairs, and have handrails; on both sides. Guardrails at 42 inches with ballisters every four inches are required on the stairs and deck. 13. There must be a 42 inch guardrail on the basement stairs as well as the first story stairs,and the small wing wall on the second level. I believe this covers A the items that are currently missing on the plans or need to be changed. I would, mark up one set of plans,and that wel sit down and review them once more before you make suggest you us for the files. If you have any questions)please don't hesitate to contact me. Sincerely; TOWN OF QUEENSBURY David tin,Director Building and Code Enforcement DH/mg '000006 MULTIPLE DWELLING PLAN MIL " Subchapter E Applications Owner: Reviewed by: Location: Date: Type of Work: Within Fire Limits: Date of Substantial Completion: note: Topics listed in italIcs'--are available only to buildings which are 10 years or older. Is this a Minor Buildinz? See Table 1-1233 Yes or No No. Topic ' Code Section Required or Actual Allowed 1. Occupancy Proposed 701.3 -8 / . I 2 Construction Type 704.1 3 Height & Fire Area 705.3 Basic Area Tbls 11&111-705 Existing Area 1233.2(b)(2) Basic Height Thls 11&111-705 23 'Existing Height 1233.2(b)(1) 24, Garden Apt. Allowance Thl II, FN 2 y 4 8 Units Thl II, FN 3 Sprinkler Increase Thl II, FN 10 109 Allowance 1233.2(c) 3 Story Food Frame 1233.2(d) 4 Habitable dpace Size 732.2(a) Existing Size 1233.3(a) & (b) Location 732.2(b) I Light & Ventilation Habitable Light 733.2(a)- & (e) Existing 1233.3(d) Nonhab. Light 733.1(b) Habitable Ventilation 733.3 Existing .1233.3(c) tx (d) Non-hab. Ventilation 733.5 -137 6 Special Stairs 734 B-1 No. Topic Code Section Required or Actual Allowed 7a Exits Number 735.9 One Exit Permitted 735.10 Distance of Travel 735.8 ThIII-735 Dead End Corridor 735.1(j) Enclosure 735.1(d) Corridor width 735.1(i) 2- -7Door Width 735.6(a)(3) Existing Doors 1233.4(b) Door Swings 735.5(a)(1) Smoke Stops 735.2(a) Opening Protectives 739.5 Panic Hardware Q 735.6(a)(8) Door Alarms 1060.9(a) Openings Emegency Use 735.9(d) 7b Stairways ---'Dimensions 735.3(a)(4) Existing Dimensions 1233.4(a)(4) Combustible Stairs 735.3(b)(2) ExittIng Comb. Stairs 1233.4(a)(2) a Minor Buildings 1233.4(a) (6)&(7) Ila .7353(a)(9)-(12) Handrails 0A 8 Safety Glazing 736 9 Garages and Parking 737 Structures 10 Atriums 743 Existing 1233.8 IJIA- 11 Roof Coverings Classification 738.6(b) Use limitation 738.6-(c) Repairs to Existing 1231.3(d) 12 Skylights 738.6(d) 13 Exterior Fire Spread Distance Separation 738.2 Existing 1233.5(b) Construction Limits 738.3 Type- 4b & 5 1233.5(b) Party Wall 738.8 Parapet Walls 738.7 Existing 1233.5(a) Finishes 738.8(d) vv� B-2 No. Topic Code Section Required or Actual Allowed 14 Interior Fire Spread Fire Separation 739.4 Mixed Occupancy 739.4(a).(1) JUi Allowable Mix 1233.6(b) Openings 739.5 Cerl�� Existing 1233.E(a) f Tennant Spaces Thl II-704 � Heating Equipment Garage 739.4(g) Fire Stopping 739.6 15 Interior Finish 740 Existing 1233.7 16 Plastic Materials General Requirements 741.1 Foam Plastic 741.2 P Covered Materials 1120 Existing 1237.3 17 Fire Protection Equip. Fire Alarm System 742.2 Battery Backup .1060.2(d) Pull Box Travel 1060.2(b)(4) Fire"Dept. Connect., 1060.,2(a)(4) Detection System 742.3 Sptinkler System 742.4 Standpipe 'System 742.5 Smoke Detector 742.6, � Heat Detection 742.7 Smoke Vent 739.4(d)(8) � J.ev4� Smoke Ve t Alarm , 1060..9(a) Fan Shutdoxt 1004.2(e)(2) Emergency Ventilation 1004.2(f) 18 Design Loads Snow 803.3j �p Floor Thl II-803 $ �� Wind 803.4 Existing Adequate 1237.2 19 lPlumb.ing Fixtures 900.2(c) Dwelling Unit Valve 902.7(f) (�1r Materials 904.6 Existing Adequate 1237.1 B-3 No• Topic Code Section Required or Actual Allowed Heat"Producihg Equip. Prohibited Locations 1000.2(d) Enclosure 739.4(f) Air Supply 1000.2(g) , Chimneys & Vents 1005.1 Prohibited use 1005.2 Location of Outlets 1005.6 Existing Adequate .1237.1 21 ' Electrical Requirements RS 51 Emergency Light 1032.2 Exit Light 1033.1 Switch Locations 1031.2(a) Existing Adequate 1237.1 22 Accessibility A117.1-92 Exterior Facilities 1101.1 Interior Routes 1101.3 Interior Elements 1101.4 Areas of Refuge 1101.5 Specific Occupancies 1102 Existing Buildings Part 1236 23 ;Energy Requirements Energy Code Certification 7810.10 'Co. 4/1 SAII I C LcD B-4 MIN. SLOPE 1 /4" PER FOOT SEPTIC TANK BY FORT MILLER OR EQUAL APPROXIMATE FINISH GRADE INLET & OUTLET BAFFLES Z X 0�< o c MINIMUM 2x WIDTH MAXIMUM 4x WIDTH RECOMMEND ALL ACCESS & CLEANOUT OPENINGS BE RAISED TO 6" BELOW FINISH GRADE. 0 �jOc>0 PROVIDE 3" SAND OR --^'6 0c �� 00 PEA GRAVEL UNDER TANK SEPTIC TANK N.T.S. SEPTIC TANKS 1. ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST CONCRETE AS MANUFACTURED BY FORT MILLER OR EQUIVALENT. 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS NECESSARY TO ACHIEVE A STABLE FOUNDATION. 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. INLET BAFFLE '"-`' 12" MIN. COVER OVER ALL STRUCTURES CONCRETE OR STONE 1 #1 DISTRIBUTION BOX MARKER ABOVE ALL BY FORT MILLER OR BURRIED COVERS EQUAL RECOMMENDED. ELECTRICAL Q Q JUNCTION Box it ALL �qg ALL OUTLET INVERTS 00 �O0�AT PEA EXACTLYYTTHE SAME GRAVEL ELEVATION. (USE OF � $ i�N.T.S. DISTRIBUTION BOX ENCOURAGED) " INSTALLATION OF DISPOSAL FIELDS .a (n 1-1/2" DIA. PIPE U A "• 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS ORATING, AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND • 3/8" DIA. WEEP HOLE CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. ALARM ON CHECK VALVE 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. PUMP ON 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN SMEARED SECTIONS OF TRENCH. PUMPS OFF 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND GEOTEXTILE 04 SUBMERSIBLE BARRIER MATERIAL SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND • .; .. EFFLUENT PUMP OTHER WASTE MATERIAL IN THE STONE AND PIPE. 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE 1,250 GALLON PRECAST RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT CONCRETE SEPTIC TANK MERCURY FLOAT CONTINUOUS GRADES WITHOUT SAGS, HUMPS SEPARATED JOINTS SWITCH TH P.) OR OTHER UNSUITABLE CONDITIONS. THE PIP SHALL BE LAID WEIGHT WITH THE HOLES DOWN IN ALL CASES. 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY FROM THE DISPOSAL FIELD. EFFLUENT PUMP STATION NOT TO SCALE 1. GPM AT 20 TO BE EFFLUENT FEET T0DYNAMIC PHEAD. PUMP TO RATED AT A KBE N/3FHPOGOULDS MODEL 3885WE03L OR EQUAL. 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY PUMP MANUFACTURER. AUDIBLE AND VISIBLE ALARMS TO BE ACTIVATED BY SEPERATE FLOAT. 3. PUMP CYCLE VOLUME - 260 GALLONS W% OF ABSORPTION FIELD PIPE VOLUME. # BEDROOMS (SEE NOTE 1) WASTE FLOW G.P.D. SEPTIC TANK (MIN. CAPACITY GAL.) (SEE NOTE 3 & 4) SEPTIC TANK MINIMUM LIQUID SURFACE AREA(S.F.) DISPOSAL FIELD TRENCH LENGTH PERCOLATION RATE (MINUTES) 1-5 6-7 8-10 11-15 16-20 21-30 W aU- z m 2 260 1000 27 108 13D 145 162 186 217 1,300 3 390 1000 27 162 195 217 244 279 325 1.950 4 520 1250 34 216 260 290 325 372 433 2,600 5 650 1500 40 270 1 325 360 1 406 464 542 3.250 6 780 1750 47 325 390 433 14M 557 650 3.900 DRAINAGE SWALE ON UPHILL SIDE OF SLOPED SITES SEWAGE DISPOSAL SYSTEM SIZING NOTES: 1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS. 2. ASSUMES. USE OF CODE CONFORMING PLUMBING DEVICES WITH 2.6 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND SHOWER HEADS. 3. TANK SIZE REQUIREMENTS FOR MORE THAN 6 BEDROOMS SHALL BE CALCULATED BY ADDING 250 GALLONS OF CAPACITY AND SEVEN SQUARE FEET OF SURFACE AREA FOR EACH ADDITIONAL BEDROOM. GARBAGE GRINDERS ARE TO BE CONSIDERED EQUIVALENT TO ONE ADDITIONAL BEDROOM. 4. DOSING IS REQUIRED FOR SYSTEMS WITH A TOTAL TRENCH LENGTH GREATER THAN 500 FEET. 5. REQUIRED BASAL AREA IS DEFINED AS THE AREA BENEATH THE ABSORPTION TRENCHES, EXTENDING 2.5 FT. IN ALL DIRECTIONS FROM THE OUTER EDGE OF ALL TRENCHES. IF NECESSARY, INCREASE THE SEPERA11ON DISTANCE BETWEEN INDIVIDUAL TRENCHES TO ACHIEVE THE REQUIRED BASAL AREA. 20' MIN. 4" TOPSOIL & SEED s`OpE � ON CAREFULLY SELECTED FILL MATERIAL WELL -GRADED LOAMY SAND, OR WELL GRADED LOAMY SAND GRAVELS, CONTAINING A MIN. OF 12X SILTS OR CLAYS. NO ORGANIC DEBRIS, AND NO SOLID OBJECTS LARGER THAN 3 INCHES IN DIAMETER IN PLACE PERCOLATION RATE OF BETWEEN 5 AND 30 MINUTES. 6' MIN. fE TO ABSORBTION TRENCH (SEE STANDARD ABSORPTION TRENCH) 20' MIN. //r VARIABLE ORIGINAL LMIN. 2'. (IF PRESSURE gISTRIBUTION OR DOSING SIPHON IS USED MAY B[ REDUCED TO MAINTAIN MIN. 2 SEPARATION TO HIGH GROUNDWATER, ROCK OR IMPERVIOUS SOL) RAISFD ABSORPTION TRENCH SYSTEM ®ON ate.. _ -.a, a «• I. . a.� 1. BEFORE ANY CLEARM OR =M10MIC OF THE $79 IS NIIIAWOo AND DURSO EARINNORK PHIASM SEDIMENT TRAPS SHALL BE CONSTRUCTED IN ALL 870 SWAM AND DI10FLi AND AS MOICAM ON THE PLAN. 2 SFDMOIT TRAPS SHALL CONSIST OF NAY BALES PLACED TO FORM A PERVIOUS BARRIER N THE STAALE OR DIML 3. AT LEAST TWO WOODEN OR METAL STAKES SHALL BE ORWEN THROUGH EACH BATE TO ANCHOR IT N PLACE. OONYiN71ONAL SNOW FENCNO MAY BE USED N LIEU OF STAKES TO STABILIZE BALE TYPE SEDMONT TRAPS. 4. AFTER EVERY STORM EACH SEDIMENT TRAP SHALL BE IMECTED FOR FALURES OR CLOWM% AND ANY FALUIE OR CLOWN SHALL O MMMAM L.Y COBN== S ALL BARE EARTH AREAS SHALL BE 9EEDm AND MULCHED AS SOON AS IS POSSIBLE TD PREVENT H7N0NpKN, AND EVERY BARE EARTH AREA SHALL BE SEEDED AM MUw ED BY OCTOBER ISL Loom RY RAPID GROWTH WAR CROPSS, SUCH AS AWOL RVEGRASIS MAY BE USED FOR IEAPOtARY SURFACE STABLIZAIADN. a SMALL BENCHES AND TEMPORARY NVRCw= DITCES, NCORPORAING SOIYENT TRAPS, SHALL K CONSTRUCTED WERE KANO SLOPES ARE S1R1PPPm OF cum GRASS. OR WHERE FLL AREAS ARE WE NSITYL 7. NEW SWAL53 AND UNLMEO OICHES SHALL INCORPORATE MATINO OR NETTING OVER SEED AND MULCH *0 1HE INVERT SLOPE DKCEEDS Z L ALL SWAM AND UNMED F OTMER WE OF THE STALE OR DITCH CQNMUW, AST A R TEE OF 25 POUNDSp� ACRE Af TER AWL ALL SEEDED AREAS SHALL BE MULCHED MAIN sTRAw MMIEDIAIFLY: L IHE CONIRACTOR SHALL COMPLY MATH THE NEW YORK G MO1NES FOR UNMAN EROSION AND SmMONT CONTROL AS PUBLJSHED BY 1HE BMW STALE CHAPTER OF THE SOL AND WAIER CONSERVA110N SOCM. 10'-0" O.C. MAX. tsr ID 36" FENCE POST, 1G' oo MAX DRIVEN 16' MN Km GROUND SLT STOP FABRIC H9HBFD Ir MN N BROUND r:,.' SEDIMENT CONTROL FENCE NOT To SCALE a srulLE O � 0 0 0 0 PLAN a SWAE OVEN AP ENDS 2'-0" 4'-0" 2'-0" 151i MAXIMUM CROSS SLOPE OVERFILL M ALLOW ON SLOPED SITES FOR SETTEIANT (?J r STam EA�i &qID HAY OR SPAR . FNSHED GRADE SECTION HAY BALE DAM - CHANNEL FLOW NOT M SCALE EARTH NON -WOVEN GEOTEXTILE 1 FILL SOIL SEPARATION FABRIC 1----- `O 4' PERFORATED 2" MIN. z < LATERAL a 6r MIN. �, e 9iv 00 12" MAX. p� 0 3/r TO 1 1 /2' T CRUSHED STOKE 6'-0" :r i N � MAXIMUM SEASONAL HIGH GROUNDWATER ELEVATION - STANDARD ABSORPTION TRENCH SECTION N.T.S. HORIZONTAL SEPARATION DISTANCE AS SHOWN ON "SEWAGE DISPOSAL LAYOUT" NOTES, 1. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL 2. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. 3. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE DEPARTMENT OF HEALTH STANDARDS. 4. INCREASE THE SEPERATION DISTANCE BETWEEN INDIVIDUAL TRENCHES AS READ. TO ACHIEVE THE REQUIRED BASAL AREA. (SEE SEPTIC SYSTEM SIZING DETAIL) BARRIER MATERIAL 6" MIN. 120 MAX. 2" MIN. 00 + Q SLOPE 107 0 b Cam= \_4" PERFORATED PVC LATERAL, BOTTOM OF TRENCH SLOPE 1/16"-1/32" PER FT. TO BE LEVEL NOTES: 1. END OF ALL DISTRIBUTOR PIPES MUST BE PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. STANDARD ABSORPTION TRENCH PROFILE N.T.S. PRESSURE STORA 6" MIN. r 3 c GARAGE SEPTIC TANK AT LEAST 50' FROM WELL AND 10' FROM HOUSE TIGHT JOINT 4" PIPE ON SLOPE OF 1/8" /FT. 10' MIN. DISTRIBUTION PIPE 15'~ MIN. WELL HOUSE �s N TOE OF _ FILL TILE FIELD DISTRIBUTION BOX GRADE 1/8" /F1 (SEE NOTE 4) 10' MIN. PROPERTY LINE SEWAGE DISPOSAL LAYOUT NOTES: 1. TILE FIELD TO BE 100' OR MORE FROM ANY LAKE, SWAMP, DITCH OR WATERCOURSE AND 10' OR MORE FROM ANY WATER LINE UNDER PRESSURE. 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40 PVC WITH CEMENTED JOINTS. 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE AWAY FROM SEWERAGE SYSTEM. 4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL WITH CONTOUR LINES. cog CEMENT GROUT OR BENTONITE SLURRY PITLESS ADAPTER WELL SEAL CONCRETE SLAB PITLESS CASE MOTOR CABLE STEEL WELL CASING DROP PIPE WELL CASING TO A MINIMUM DEPTH OF 50 FEET SUBMERSIBLE PUMP MINIMUM CAPACITY 5 GPM O A STORAGE TANK PRESSURE OF 60 PSIG TYPICAL WELL DETAIL N.T.S. U� R z Imo' �Da � � o w p KD t cd ai? ��•.��yy V MCI O Of 0 0 0 O E4 y�PK� N,;r�p�oti �'` W �S> C 60 CQ � co .o o T� o ►4 z a R Q) �l V1 w ;.4 Q)° a >d t� 0 z cr V1 cn b 0 %7 a � co q cc acq °0 w to .a '� o Datw MAY 104 2001 9C8N A8 NOTED D --1 SHEET 3OF3 DWG. NO. 95072-1