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2004-871 _PF_ TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number. P20040871 Date Issued: Wednesday, November 02, 2005 This is to certify that work requested to be done as shown by Permit Number P20040871 has been completed. Tax Map Number: 523400-297-006-0001-005-000-0000 Location: HICKORY Holw Owner. PETER & SUSAN GAZETOS Applicant: PETER & SUSAN GAZETOS This structure maybe occupied as a: Fireplace By Order of Town Board Garage - 2 Cars Attached TOWN OF QUEENSBURY Single Family Dwelling y� Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, �l Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. BLDG.'PERMIT NO. 2004--811 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY "A TEMPORARY CERTIFICATE OF OCCUPANCY-is hereby requested for the property located,at; 4 Hicko&y Hot tow for the following uses: Singte Famity Vwe.('. ing October 11,- 200 DATE S GNATURE OF APPLI ANT TEMPORARY CERTIFICATE OF OCCUPANCY The.TEMPORARY CERTIFICATE OF OCCUPANCY-:is hereby V PPROVED ( )DISAPPROVED with the following conditions: Cext-i. ica,te' o6 Occupancy to be i%zued upon compze ion 06: 1) Comptett Siding 2) Ez ta,bt zh 6ina P- g)ade {ion guaads on Eorcch 3) 1"v.. tzet gka, z d o ou 6 oj. 6,Uep eace ; 4) Enginee 0 z app�Lova t kettvt iot z ep;ac. .6 yz enz 5) Fib Sb,-tvey TEMPORARY CERTIFICATE OF OCCUPAN A DE S : ("T$100.00 received on Oc tobyt 11, .200 ' Date of Issuance Director of Bldg. & Code nforceinent THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 60 DAYS FROM-'THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040871 Application Number: A20040871 Tax Map No: 523400-297-006-0001-005-000-0000 Permission is hereby granted to: PF,TF.R & STNAN GAZETOS For property located at: HICKORY Holw 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. Tyne of Construction Value Owner Address: PETER& SUSAN GAZETOS Fireplace PO BOX 4695 Garage-2 Cars d QUEENSBURY,NY 12804-0000 Sinle FamilyDwelling $400 000.00 Total Value $400,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-871 2709 sq ft SINGLE FANHLY DWELLING WITH 616 SQ FT GAME ROOM OVER GARAGE $478.84 PERMIT FEE PAID -THIS PERMIT EXPIRES: Wednesday, November 16, 2005 (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 To ensbu T da , November 16, 2004 SIGNED BY %a for the Town of Queensbury. Director of Building&&ode En rcement Bu il.din Permit Application Town of Queensbury—Dept of Community Development,742 Bay Road,Quednsbury,NY (5I8�761.8256 A permit must be obtained before begiaaing construction. Permit File No.~ —7 r No I ection willbe made until applicant has received a Fee paid $_-, valid building permit. All applicants' spaces on this Rec.Fee Paid $ application mustbe completed and must appear on the Reviewed By: applidation form. Applicant: t G e�G� ---- Owner: ��A� �-� 45 Address: J Address: �• 1 Phone# Phone#(�„)� d PropertyLocatiori: LotNumber:1-4� / Idot}seNumber t —t Subdivision Name: , l,t A Q.lc 12�1 -1Y Tax Map Nub er: ft New Building: residence 1 commercial'. 'Estimated Market Value of Construction:$ c o Addition: residence i commercial If,an Addition,what will use of new addition be? m Alteration: residence,/ commercial O 14o change to exterior size: residence!com'1 o Other work(describe Check OccupsmeyInformation 1' Floor 2 Floor Other floor Total Below sq.ft. sq.ft. sq.it. Square Feet o SixJgle t'amil. dwellin 0SZ o Two fatnil. dWelling o Townhouse c Multifamily dwelling #of units r,r tEe[ o Office � a [� o Mercamtile o Manufactarit� o 1 oar detached mLe 0 2 Car data ched Q 3 car dttached garage 0 1 car attached 9=9e 0 2 car attached game Cp 0 3 car attached gm9e O Storage building- oommeroial a Storage building- residential ; a Other What is the proposed height of the structure 2 1 fcet .._....._inches 'Will any smand--hand or ungraded lumber be used? 7f so,for what? w,r Type of Heating System: electric I S/ gas/wood /forced hot air/ baseboard/other: Number of Firw1wes to be installed Number of Eegft=to be installed_ List below the person(s)responsible for supervision of work as regards to building codes: Name Asidress _ oe Phone- .--- Builder IVATOWIL54 L tow n -_- Plumber Macon Electrician Declaration; please sign.below after you have carefu)1y read the statement: To the best of my lmowledge the statements containod in this application,together with the plans and specifications submitted,are a taste and complete statement of all proposed work to be dote on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner, Further,it is understood that Vwe shall submi a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning A trator Dire uil g and Co c ,am As ButZt Survey by a licensed surveyor;drawn to scale,showing actual looati of ne co ctio Signature: owner,owner's agent,architect,contractor Check Residential Plan Review: One &Two Family Dwellings Y/N/N/A (2)Full sets of plans Over 1,500 sq. ft.—Stamped Design Loads On Plans:90 Wind Floor Loads 40 psf 70 Ground Snow Load Sleeping Areas and Attics 30 psf Calculations: Window Schedule With Glass Size IN-4 Door Schedule/Main Entrance 36"Door Emergency Escape Or Bedrooms and Habitable Space � - ^A Above/Below grade,5.7 sq.ft. Grade,5.0 sq.ft. `� /1 24"(h)x 20"(w)min. 44"Max.Height above floor Residential Check Paperwork Compliance and Inspectors Checklist: OK Dampproofing/Waterproofing Materials On Plans Foundation Drainage On Plans,if required �rt�—r cw-�-•� 6"Drop in 10'Exterior Grade Framing Cross Section For Each Roof Line,Vertical Fire Stopping Every 10' Where Required 1/ Ice and Snow shield 24"Inside Exterior Wall/24"Inside Knee Walls l Platforms At Exterior Doors Ste,e� P—,L A rL..1.— Stairway Headroom 6' 8'All Stairs 36"Width Stair Run and Rise Winder Run and Rise ti�a r' Spiral Not Allowed From 2° Story Smoke Detectors Battery Backup and Proper Location .e /�',•l' v� 2' Bathroom Fixtures Proper Clearance Hall Width,36"min. Handrails More Than One Riser On Open Sides Railing and Guards>30"/Basement Stairs Included/Closed Risers More Than 4"in Ht. Safety Glazing Notes For Required Areas Garage Fire Separation�� Garage Floor Sloped Attic Access Roof over 30"—22"x 30"/Crawl Spaces 18"x 24"Access Carbon Monoxide Detector Lowest Sleeping Level fL /,t- /�1 Soil Test Results,if required Septic To Well Or Water Line Separation All Paperwork Signed Job Site Address: 'dekt L 1-� 6) + * HowW u-t1� Date: Pou 01 Z 6c- Owner: SUSAi3 d. PL-7'& (,�AZ I Application No. File No. Building Permit-- Calculation Sheet Natural Light, Ventilation & Emergency Egress Requirements Habitable Area of Req.Light Actual Req.Vent Actual Sq.Ft. Remarks Room Room 8%of boom Light 4%of Room Vent Opening for in Area Square Area square Egress Square Footage Footage Feet IS Rio 3.2f 3Ij. 1-7, 10 f 3v 10A w ►Go or �11L t 6 ;V (,o U 9 q ILI Zs�. s 0(0 10w6 l ,s- 1 3 .7- q. 1H .1 ioc o :figs' f&&�" (An 11", ��,v z olc,-�ffl to I q 2I �1 -7 S rLi� 1 g 1 �C.FC.1 `y4 L:1SueHemingwayiBuilding.Pennit FoRm"at.Light.Ventit.Calculation.Sbee4doe J tLv LA,I I U Date: . b Job Site Address: cojec LaT, w�j-)-,nj Owner: Sesh) � pen-t Uk--Vs Application No. File No. WINDOW SCHEDULE M. S Hard are or Window Window Mfg. Window Unit or ... . pecial H VAIL ON Number or Name Model Stock .." ` -- 0 — L, Instructions 010 1-31. 1 N - N :01A UK UN Letter on Or Type Number Plan CaIl Si7e 3660 A0VWf,) 400-r(AJ 10,3t V(Q'k VLALjq0 AAA t P, Go go I S10 z-611L lb� -LOW f -7 1- Dr,U40 (A &'Jiq q 1Lj.q 6.,g AA THIS- LINE HAS EXAMPLES OF SAMPLE ENTRIES Av- L-.\SucHetningway\Building-Perfffil-FORMS\WindowSchedule.doe rime • • _ �'J ., ItiChatdA.�Iassafsr ' Highway Superintendent Ho��DIE' PARTMENT �L me(518)798-5127 RED 742 Bay Road ® Qdeessbury,NY 12804 _ N p.v 0-1 Z0 04 Michaad Fl rr avr s Office Phone:, (5-f8) 769-8.291 DePutY HighwaY Superintendent Fax: (548) 745-4466 TGINN OF OUEENSBURY (518)795-0413 BUi!Di iG A,110 CODE DRIVEWAY PERMIT-' DATE: of t APPLICANTNAME: TELEPHONE NO.: lea —C10(�, ADDRESS TO BE INSPECTED: Of �(S " Lk,P W d" L, [f 0C"ct) RETURN ADDRESS: (� 0 _ ( ,� Cd�' IL(,l Nf� b�GC Applicant must show exact location and width of driveway(s)to be connected to the highway by placing stakes at the specified location. The Superintendent of Highways of the Town of Queensbury has reviewed this application. The following action has been taken: STEP 1: O.Preliminary Approval` NEED: O Slight swale O Level with the road O Deep Swale Size pipe to be used.(if necessary) . { )12" ( )15" ( )18" ( )24" ( )36" Preliminary inspection completed by.. DATE Approval by Highway Supt. Deputy Supt l Upon completion,please resubmit this approved permit for a final approval. STEP 2: ( )Final Approval O Rejected DATE: Richard A. Missita;Highway Superintendent Fire Marshal's Office _ Town of Queensbury,742 Bay Road,Queensbury,NY (518)761-8205 Application for Fuel Burning Appliances & Chimneys applicable to solid fuel & vented gas appliances 71 Date It, d 720 w Permit No. Application is hereby made to the Building& Codes Of.fice for the issuance of a Building and Use � Permit pursuant to the New York State Fire Prevention and Building Code. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations, and all conditions that are part of these requirements and also will allow all inspectors to enter premises to perform required.inspections_ NOTE to applicant: Rough-in and Final Inspections are required.. Applicant Information Fuel Burning Appliance Information (circle appropriate words) Name: 0 N� �&° 1 �t�4! Stove: wood coal pellet gas Fireplace insert 1�, +� Fireplace, factory-built: wood as Address: (�; �"�'4ZUE ( t% Fireplace masonry: ood as in, P y g Furnace: ood gas oil Prone: fn ```'� If nou-masonary applicance,please provide .Owner: C � OT u'' I � Manufacturer Name: - Address: Model Number: Chimney Information f' Phone: " (circle ap ropriate words) ��- ' . Masonry gels brick stone Lq.IQb�,J Flue (!!P75 steel size: inches Exact Address: �Id L/1J��9 lA-0L X) 124) l�(1lG w t' 'of constrrlction or installation -� Factory-Built Manufacturer name: Model Number: Note: Listed By: Number: Construction IInstallation must conform to NYS Fire Prevention &Building Indicate(circle) chimney material: Code. Consult available Town of Queensbury Handouts regarding required inspections. Double wall / Triple,wall / Insulated / Direct venting Chimney Liner Casliier'�er.Department—To,,,�asrza.•,of Queen,�rbury, 3V'��Y''orli: Fire Marshal Code# S Collected S Refunded Received fi-om (refunded to): WA _ I)_ S V A 173 3389 (190) Public Safety A 233 2655 (230)Minor Sales - DATE: White(Applicant) J Green(Fire Marshal) / Yellow(Bldg.Dept.) / Pink&Goldenrod(Cashier's Dept.) Application for Permit=Septic Disposal System Town of Queensbury 742 Bay Road Queensbury,NY 12804 (518) 761-8256 1. OWNER INFORMATION: �+, ,�J -......................................-.,,....................,..............,.,,......,.,.....,.,., .( I�l�,`1� kyO�w! WLLOK) .L4 Office Use Location of installation _ � u File Permit No. / / Tax Map No. . ../"� � --1 --L . Tk T E �J G&WTO Fee Paid Owner's Name: L � 43- .................... .........................................-,................,..................,............,....,,.,.. Address: G' Lu 2. INSTALLER'S NAME PHONE NO. lel S-,00 3. RESIDENCE INFORMATION: (circle year of dwelling,indicate#bedroom(s) and multiply#of bedrooms with applicable gallons per bedroom to equal total daily flow) Year of]:louse: No, of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980—1991 x 130 gal/bdrm = `'��'�D 91—presen x 110 gal/bdrm = �ic� � "' Garbage Grinder Installed yes K1 / no NOV 0 � 2004 Spa or Hot Tub Installed yes)O J no ljpy 4.' PARCEL INFORMATION: (circle applicable information&indicate measurements) TToogranhv Soil Nature Ground Water Bedrock or Impervious Material Domestic Water Supply Flat sand at what depth at what depth municipal ollin —Fo a--m- _feet feet ell Steep slope clay L well;water supply slope other from any septic-system depth• absorption is ft. other _ Percolation Cst: (To be completed by licensed professional engineer or architect) Rate: minute per inch 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. Septio Tank: i 1 C gallon(min. size 1,000 gal) �1 Tile Field: each trench Total System Length: � ft. Seepage Pit(s): number of ` size of each: ft. by ft. Size qf Stone to be used: # 4A depth or thickness feet Bed/System Size: x Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: / Size of each: gallons /TOTAL Capacity: gallons Note: Ala m-Systern and associated electrical*r ork 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 of the 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 req ' m of the T o ,Queensbury Sanitary Sewage Disposal Ordinance. gnat e o espon a per n ®e,te 10 ;.s• • • � r'1'cnvtt of ��ut;ct�►,alnti•�r 5t:�r►t::•;t tutcl �ews1J;4 I)i.�j>a�st1 etlrs9ti)it�s• Am)-o-mil Y C i1USIOR111•11ION Is'IIrLD ' SI:I'111t1S,'I'D4JIN Ii:Ir�ZI.)Z ILi�[�]I��AI'I`;� 47-hi) PQNu • •cx+�ttrt c�'plc3t .tt u'nr! •rl.�A.�. /• , • I�.11�b 1 t�'►t�t�/iM jit��t• ► r • t�,�tcrtx�t • r • •P�M Rohr __y _ _p_ p�h p�_��•,��g• �j'p.i,� . �,T�yp�,� Q� W �y� �•1 y . . .. .,,.. `— `.^ ^_S1�it�A�`W•ii1i�®iObr.F'l'►��.F�S"7�.:1�'•:.'t.'�A-�+.'tl�.�v�d•M-.>-�i�Vb^I�Il0fI11W�W.�VJ•1•'+• �•j/ Queensbury Building & Code Enforcement - Re ' ti pal Inspection +�� Office No. (518)761-8256 Arrive: am/pm e t: a pm Date Inspection request received: Inspector's Initials. NAME: G A 7,FTy`j PE IT#: LOCATION: C � (�LLQ lr TE: TYPE OF STRUCTURE: Comments Y N N/A Chimne •Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" ��; Roof Complete/Exterior Finish Com lete Guard 30 in.or more @ stairs,decks,patios Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. 4 t Platform at all exterior doors Z —� Interior Handrails stairs 2 or more risers 4 Enclosed Stairs Sheetrock Underside minimum ''/z" GYpsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/o hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in,x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24" access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept. Inspection Sticker lood Plain Certification a uired Okay to issue C/C ortc/O Temporary(Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp. form 2.docLast printed 2/12/04 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: 1 --7- NAME: C 6 Z EaE-6 LOCATION: Q V1I CX)C- 14OLI mvJ PERMIT#: ZZ)O'-A Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept.of / Community Development. Upon review the survey hasY, oning Craig Brodministrator Notes: L:\.SueHemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc LANDS N/F OF Mo RFFERFNCEyTATES ROD SEGjtON #3-ROLLWG RIDGE DATED+ g + 7' 0RIcIGMAGK 5y. COULTER G� GIRT S830 40 00 E GRf ig 190.27' b N ll CRUSHED STONE eo o ,A1 2 STORY WOOD FRAME c"i• HOUSE M 04 N C+y (UNDERGONSTRUCTION) O CV ^ ° 46 � V- 0) j N &4.2` - 1' 0 Z in 45 A 31,959 sq.ft. 0.73 acres A �-1 GIRT N 7 n ��°`40 c. sT�G L'1,5� r F� 136.91 ' ►Pf UTIL11►E5 IT N83040'00"W r t� �S #5tI1� HICKORY HOLLOW `A" R SAD -_ LFGFND: G�FO GAPPED IRON ROD f01D ►PFO - {RON PIPE f OIA`10 42 2004 Dates ARIL 15, SCate 1'=301 S- j made for f�pt LOGAjION Map of a Survey 4 10-05-o f�DATION LOCATIONswo 1 OF 1 u+wn+oa+zw 'wwmyo A s T O(,� 3 1-10-O5 ADD MIDDLE INITIAL5 {sAZETO5 G1215 .uau w+� �15 E j �`.r 4 - "x N O , GAZ 2 11'a-0 OPOGRDPtI1G �tFO. Mo. 04075 DIA s ern � ,�u.� G. 8c SUSA „E„vo�C ti PETER ADD T DWG' .p„lY(,pPIGh CRG.�TMC OpIGINl10�7X6°.h�, Ha+cwWxN.orTncwro,,,�emrt �. 1 10-15-04 DESCRIPTION & "'+'°'"� New York„�c,a+a . � , , w,� ,E, County, DATE Ste-V e "°°` Warren N0. `"�' ," Town of Queen bury+ Ors sw ro n ar i" -u ry E: c N xsmu 1-2 Lar.�dl- � ew York 12804 Queen sbuxy Lie. No. 50135 169 Haviland Road New York (518) 792-8474 Septic Inspection Report Office No.(518) 761-8256 Date Inspectijnuest r c ve . Queensbury Building&Code Enforcement Arrive: /p part: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's InNAME: IT NO.: �LOCATION: �G \�L�ya1 ��[— PECT ON: RECHECK: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance _ _ft. Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/N/Partial End Caps Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Co s as p Plot P N ngineer R an s-Buil Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System 4Stapproved Partial Approved and needs to be re-inspected,please call the Building& Codes Office Disapproved Last revised 1/6/05 MAP REFERENCE: SECTION #3-ROWNG RIDGE ESTATES DATED: DULY 7, 1965 BY: COULTER & McCORMACK LANDS N/F OF REID r CIRF S83040100"E 190.27' CIRF m N (V 45 - - - - k 31,959 sq.ft. 0. 73 acres CRUSHED � o STONE W cl) 2 STORY — A 46 o ^ 1.000 GAL OUSEWOO E 39.T S� t SEPTIC TANK (UNDER CON97RtiCTI()N) O ti LO M _ 2 N J DECK ABSORPTION o, Z TRENCHES o O 5 O 55' EA. A N O ! a Z � 66• CIRF PUMP STATION \� ab N DISTRIBUTION BOX Dt lb0 UTILITIES N83040:00°W ICKORY HOLLO-gr noA.D IPF LEGEND: CIRFO - CAPPED IRON ROD FOUND 42 IPFO- IRON PIPE FOUND SEPTIC SYSTEM - AS BUILT a et AP IL 15, 200 � - D u """""'�ALTERATLA OR AMP ""'°A RUA Map of a Survey made for Scale 1'=30' NAP"OF A I1Cl 7 LAND SURVE M REAL 6 A D� M W V a W OR noa LA�aNsoH a aF nW O6 ��s�"��A�+u�•. 5 10-18-05 SEPTIC SYSTEM AS-BUILT t e v e sURVEY oar cones O N&THE OFTHELor SU EW10R5 wuL W"Im oA r+at a me K surcv I S— 1 RE*c R� °°� V"TRH PETER G. & S U SAN o. GAZ E T 0 S 4 '°-05-D5 FINAL LOCATION 'OERTFT(`wTiOlB MM.ATED NF1iE0N 916NiY hIAT DO MMWY MAR MEPA M M ACCOFM M"7FE Land Surveyors M ADDS 3 1-10-05 FOUNDATION LOCATION BY TIE NEN MRRC SCALE ASRDOIATIDN�PROFE89plAL LNV XMVEVM RND CEff*r.AIM RNALL MM MLY W W MO„M„UCM'ME WWAY M PWA A#M 2 11-8-04 ADD MIDDLE INITIALS SHEET I OF I ON MR RENMF M IM VRE CMVM1Y•CDMD11MML 169 Haviland Road Queensbury, New York 12804 N MW ME ""D"1 """'""°""SED`�0M AND Town of Queensbury, Warren County, New York r 1 10-15-04 ADD TOPOGRAPHIC INFO. o me nsswuees Of or me�ar�nsrmmon GAZETOS C1218 518 792-8474 New York lAc. No. 50135 NO. DATE I DESCRIPTION DWG. NO. 04075 297.6-1-5/56-1-2 169 Haviland Road, Queensbury,NY 12804 09,10 Phone-518-745-4400 Fax -518-792-8511 October 19, 2005 Job#49144 Mr. Dave Hatin Town of Queensbury 742 Bay Road Queensbury,NY 12804 RE: Gazetos Septic System—Hickory Hollow Road Gentlemen: This letter is to inform you that I inspected the completed septic system for the Gazetos residence on Hickory Hollow Lane on April 25, 2005. The septic system as installed was for a three bedroom house and consisted of a 1,000 gallon septic tank, pump station and 275 lineal feet of absorption trench constructed with stone and perforated pipe. The system conforms to the approved design drawings. Please call me if you have any questions or concerns. Sincerely, Thomas R. Center, PE cc: Dave McAvinney, McAvinney Builders,LLC Queensbury Building & Code Enforcement - Resid gtiaMi' al Inspection "�'- fice No. (518)761-8256 Arrive: p Date Inspection request received: — Inspector's Initia : ��' NAME: RMIT#: D V LOCATION: DATE: 7 D� TYPE OF STRUCTURE: \'D Comments Y N N/A Chimne •Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent throw h roof minimum 6" Roof Complete 4 Exterior Finish_Com lete Guard 30 in.or more r,stairs,decks,patios Guard at stairwell at 34 in. or more /� Guard at deck,porches 36 in. or more Exterior Finish Complete o Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %Z" Gypsum , !V:)1- CAU— (LAl 01Sb ouoG� v:� Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall Vti hEPL � 6 inch clearance to sill plate C4 -i--> Gas Valve shut-off exposed/regulator 18"above grade 4r _ _ Gas Furnace shut-off within 30 ft. or within line of site �O Oil Furnace shut-off at entrance to furnace area f� ` Furnace/Hot Water Heater operating \ e4 Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safe glazing/Window in stairwells safetylzin Interior Smoke Dete ors: Every level: very B room: Outside every bedroomp� Inter Connected: ,�/ / Batter backup: Carbon Monoxide Detector Bathroom Fans, if.no window Plumbing fixtures Foundation insulation �— Floor truss,draft stopping finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed o Glass Enclosure { Attic access 30 in.x 22 in.x 30 in.(ht.) n accessible area Crawl Spaces 18"x 24"access, 1 s . ft,-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan --- As Built Septic S stem/Sewer Dept. inspection Sticker Flood Plain Certification, if require Oka to issue C/C o C/O Tem orar Permanent L:\PamW\Building&Codes\Inspection Forms\Res. Final Insp.form 2.docLast printed 2/12/04 COMMONWEALTH ELECTRICAL INSPECTION SERVICE,INC. Main Office 176 Doe Run Road-Manheim,PA 17545 CCJJ MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL r` h U� Permit No...............n.........................Cert. 0 89957 Cut-in Card No............................. .1. Owner.........S 4-Y a G A'ZU6 Location... .! . G ./` / LGd7� . ��./ .............. p .... .... ............. ......................................................................... ......... ........ Installation Consisting of LL"ZTZ _ �. ...................j..................................... ............. ... .........'/.ej. �lir� . ........... ��!° ..................... .... :� .................. .......................... . Nl e t,�,.,..�L{Vii'l P�..............................Lic.No................................................... Installed By...........�...�........... ` .............`'.l The conditions following governed the issuance of this certificate,and any certificate previously issued is cancelled:- This certificate only covers the electrical equipment and installation conditions as of date. Upon the introduction of additional equipment or alterations,application shall be promptly made for inspection. Inspectors of this Company shall have the privilege of maki inspections at any time, and if its rules are violated,the Company shall have the right to ke thi c ifica Date....../.. v............ INSPECTOR.. ....................... ........................................................................ M-h-NFPA 1AF.1 Queensbury Building & Code Enforcement - Residential Final Inspection Office No.(518)761-8256 Arrive: '7G amp Dipart A. a - Date Inspection request received: Inspector's Initials- NAME: 6�', Vn.lz, PERMIT#: O�r � 7 � LOCATION: ; DATE: - /' / 0 TYPE OF STRUCTURE: Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake / 3 inch Plumb Vent through roof minimum 6" �— Roof Complete/Exterior Finish Complete DttiL Guard 30 in.or more ��stairs, decks,patios r—��r�►1 �" '� t Guard at stairwell at 34 in, or more l Guard at deck,porches 36 in. or more Exterior Finish Complete ` 1 Interior/Exterior Railings 34 in.to 38 in. Platform at all exterior doors Interior Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %z" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site / Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Det tors: / Every level: / Every B�/e &M: Outside every bedroom rea: / Inter Connected: / BatterX backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation Floor truss,draft stoppin finished basement 1,000 sf Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed ro erL/ 1 Gas Logs in Sealed o Gla _Enclosure Attic access 30 in.x 22 in.x 30 m.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft. vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker VT— Flood Plain Certification, if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Insvection Forms\Res. Final Insv. form 2.docLast printed 2/12/04 Queensbury Building & Code Enforcement - Re ' nti ' inal Inspection 9`c Office No. (518)761-8256 Arrive: a part: �d2� Date Inspection request received: Inspector's Init► ]sELI : C NAME: E ' IT#: LOCATION: - ( ^G �- D TE: 7, TYPE OF STRUCTURE: _ Comments Y N N/A Chimney Ht./"B"Vent/Direct Vent Location Fresh Air Intake 3 inch Plumb Vent through roof minimum 6" Roof Complete/Exterior Finish Complete Guard 30 in.or more @ stairs,decks,patios �✓�) a j�' C Cc_f Guard at stairwell at 34 in. or more Guard at deck,porches 36 in. or more Exterior Finish Complete Interior/Exterior Railings 34 in.to 38 in. C; Platform at all exterior doors lgtwier Handrails stairs 2 or more risers Enclosed Stairs Sheetrock Underside minimum %" Gypsum Grade away from foundation 6 in.with 10 ft. Handrail Termination at Newell Post or Wall 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18"above grade Gas Furnace shut-off within 30 ft. or within line of site Oil Furnace shut-off at entrance to furnace area Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Interior privacy/trim/doors/main entrance 36 in. Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: / Every level: / Every Bedroom: Outside every bedroom area: Inter Connected: / Battery backup: Carbon Monoxide Detector Bathroom Fans, if no window Plumbing fixtures Foundation insulation \�vl Floor truss, draft stopping finished basement 1,000 sf (� Emergency egress below grade Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/'/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Attic access 30 in.x 22 in.x 30 in.(ht.)In accessible area Crawl Spaces 18"x 24"access, 1 s . ft.-150 s . ft.vents Building No./Address visible from road Final Electrical Site Plan /Variance required Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Flood Plain Certification,if required Okay to issue C/C or C/O Temporary/Permanent L:\PamW\Building&Codes\Inspection Forms\Res.Final Inso. form 2.docLast printed 2/12/04 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection reques rec i e . Queensbury Building & Code Enforcement Arrive: a /pm gPart: m 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: e, PERMI #: o q-871 LOCATION: 1 INSPECT ON: - TYPE OF STRUCTURE: S�S� Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 5 .S.I for 15 minutes nsulation / Residential Check / Commercial Check C Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Rough plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request eiv d: Queensbury Building & Code Enforcement Arrive: a /p D6part: r a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: FlZ� S PERMI #: �-aoc — �7 LOCATION: !may (-blliw INSPECT ON: TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet / change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes �• nsulation / Residential Check/ Commercial Check Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: C>V-1 N%- V kl� LAPam Whitin �Buildin &CodesAns e�ctibrTFor�'�`s�RougB Plki n��ion Rip vised�l v'17 2003.doc �everdary I S�OOS�S S P � Town of Queen sbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 745-4437 MasonEy Chimney/Fire lace Insl2ection Report Permit# —f' `J Schedule Inspection *�' anyme Rough In Final n Name L �5 Address " - ) Uf Inspector Yes No N/A Comments FOOTING Concrete or solid masonry Minimum 12"thickness Extends minimum 6"beyond f/p on all sides Below frost line Cleanout opening—noncombustible cover FIREBOX Walls must be solid—no hollow masonry allowed/ V"� 8"minimum thickness—back/side wallst/ k Joints between firebricks—1/"max db o / — CJ cc ��L� eACi CC a , '�1;� 15, - Refractory mortar used on firebrick ` 111 Minimum depth 20✓J ( � � Fresh airintake Clearances to combustibles:4"rear,2"sides/front LINTEL./THROAT' (� Non-combustible material I '�` "'� �m 4"bearing length each end `, 6v— mi'mu Damper installed,minimum 8"above#1P opening P P �� Dam ( \ SMOKE CHAMBER f / Walls must be solid—no hollow masonry allowed �/� Minimum wall thickness 6"including liner u'��c.� � UUU ��\ Firebrick lining laid with refractory mortar CHIMNEY Minimum wall thickness 4 solid masonry Must be lined with appropriate liner type Clay flue Aner laid with refractory mortar Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4V/ Minimum clearances to combustibles 2"for.J II 1 r interior chimneys,1"for exterior feet above highest Termination height mammon 3 f 1 g a point of roof where it passes through,2 feet above any combustible construction within 10 feet Chimney cap installed 1 HEARTH/REARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must extend 20"front,12"sides MANTEL/TRIM No combustibles within 6"of F/P opening Combustibles within 12 inches of F/P opening cannot_ -project more than 1/8"for each inch distance from �y ^ F/P opening I Rough Plumbing / Insulation Y pect' n Report Office No. (518) 761-8256 Date Inspection requjeseciv d: �A A J Queensbury Building & Code Enforcement Arrive: apmD part: = a m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: C7eT�' S PERM W LOCATION: INSPECT ON: 6. TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/ change of direction Pressure Test Drain / Vent Air / Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air / Head 50 P.S.I for 15 minutes _ n / Residential Check / Commercial Check Proper 2p& Attic Vent Duct / Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace _ Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\Inspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping In'spection Report Office No. (518) 761-8256 Date Inspection re est re ed- Queensbury Building&Code Enforcement Arrive: m/pm e rt: az m 742 Bay Road, Queensbury,NY 12804 Inspector's Initi NAME: Gpz—a—r-20PERMIT#: (911 47 LOCATION: INSPECT ON: / �-(� TYPE OF STRUCTURE: --� Y N /a COMMENTS - raming Attic Access 22"x 30"minimum Jack Studs/Headers 16 Bracing/Bridging Joist hangers Jack Posts/Main Beams ✓ Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 `/z w 16 gauge 8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses 'Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 518 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade __ Framind Firestopping Inspection Report Office No. (518) 761-8256 Date inspection re st e ive Queensbury Building&Code Enforcement Arrive: p D art: r a 742 Bay Road, Queensbury,NY 12804 Inspec;tor's Initi '� NAME: ( _ PERMIT#: 0 7 — LOCATION: C INSPECT ON: TYPE OF STRUCTURE: f COND TENTS Framing Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly f 12"O.C. Headroom 6 ft. R in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %z w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses I Anchor Bolts 6 ft. or less on center Ice and water shiel::124 inches from wall ire separation 1, 2, 3 hour Fire w 112, 3,4 hour i 'restopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ''/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/will Windows Habitable Space/Bedrooms 24 in. (H) i 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Rough Plumbing / Jnsulation Inspection Report Office No. (518) 761-8256 Date Inspection requ9tr ' ed: Queensbury Building & Code Enforcement Arrive: a D art: oo m 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME:_ C-s-� � � _ PERM �oc) Li - F71 LOCATION:_ - _ INSPECT ON: TYPE OF STRUCTURE: / Y N NIA /O Vdugh Plumbing / Nail Plates Plumbing Vent/ Vents in Place 1 1/2 inch minimum Drain Size �� fb)A Washing Machine Drain 2 inch minimum Cleanout ey uy 100 feet/ change of direction , mil. �p�Jj Pressure Test Drain / Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Q Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes Insulation / Residential Check/ Commercial Check -Proper Vent Attic Vent Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly / No duct tape COMMENTS: LAPam Whiting\Building&Codes\lnspection Forms\Rough Plumbing Insulation Report.revised Nov 17 2003.doc Revised February 15,2005 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re est r cei d: Queensbury Building& Code Enforcement Arrive: a), pm epart: '! aVm 742 Bay Road, Queensbury, NY- 12804 Inspector's Initial§:/' r NAME: PERMIT#: _0 q-4 LOCATION: Cq A INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS raming Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\BuiIding.Codes.Inspecti on.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 Paul Thomas From: Cindy Lee[clee@fermco.com] Sent: Wednesday, May 04, 2005 4:39 PM To: Paul Thomas Subject: Fw: Hi Paul, Please find attached the bracing instructions you were requesting. As for as your order is concerned you need not put any bracing. I'm sending two examples whereas one needs bracing and the other does not. 1) ON RIGHT HAND SIDE : BRACING WEBS: 1 ROW AT MIDPT NEEDS BRACING 2) The trusses your customer received BRACING NOT REQUIRED FOR THEIR IS NO WEB NOTE.... For more info please don't hesitate to call. Regards Cindy Lee 5/5/2005 Job Truss Truss Type Qty Ply 1160228 F01A COMMON 11 1 Job Reference o tional Fennoo ndust ies Ltd,St-Adelphe 6.100 s Sep 17 2DD4 bLTek Industries,Inc. Wed May 041322:35 2005 Page 1 1-0-0 0-0 411-1 958 14a0 18&8 23415 2800 2940 r 1-0-0i 411-1 4S8 468 468 i 468 i 4-11-1i 1d0 Sde=1:5:i9 4611 F 900 F 1 1d I I to 11 E G 34// o bp1\ o D Fib4i C I V�8 J o1A B K f4 N M L 56 56= 34= 58= i 140! 2800 i 1d0i 0 o 958 9:>8 9015 1868 958 2800 i 2500 Plate Offsets KY): FB:1-9.Edge1,FJ:1-9,Edge1,[L:4-0,2-41[NA-0.2.41 LOADING(psf) SPACING 2-M CSI DffL in (loc) Vdefl Ud PLATES GRIP TCLL 65.4 Plates Increase 1.15 TC 0.83 Vert(LL) -0.18 L-N >999 360 MIDI 197/144 (Ground SwA---85.0) Lumber Increase 1.15 BC 0.86 Vert(fL) -0.33 J-L >987 240 TCDL 10.0 Rep Stress Ina YES Ve6 0.91 Horz(fL) 0.10 J n/a n/a BCLL 0.0 Code IBC200NANSI95 (Matrix) VVt?ight 123 lb BODL 10.0 LUMBER BRACING TCP CHORD 2 X 4 SPF No2 TOP CHORD Sheathed or 239 oc purlins. BOTCHORD 2 X 4 SPF W2 BOT CHORD Rigid ceding directly applied or 1030 oc bracing. VIEBS 2 X 4 SPF No2-Except' VAS 1 Row at midpt F-N,F-L VVI 2 X 3 SPF No.Z VVI 2 X 3 SW No2 V\EDGE Left 2 X 3 SPF No2,Right 2 X 3 SPF No2 REACTIONS(Ib/size) B=2589/5-8,J=2589/5-8 Max HorzB=3350oad case 6) Max Upld&--278(foad rase 7),J=278(bad case 8) Max GravB=2926(load case 2),J--29260oad case 3) FORCES (Ib)-Maximum Compression N imum Tension TOPCHCRD XB=0230,BC=357528Z C-D=2781044,D-E=2562I269,E-F=2777/445,F-G-2777/445, G-H=2562269,144=2781243,hI=3575283,J-K=01230 BOTa-UU B-N=-302(2574,M-t=25/1543,L-M=25/1543,J-L=132)2574 VIBS E-N=1020260,G-L=1020259,C-N=765/195,F-N=311/1834,F-L�311/1834,1-L=765/196 NOTES 1)Wind:ASCE 7-98;90mph;h=25$TCDL=5.Opsf,BCDL=5.Opsf,Category 11;E)p C;enclosed;MVVFRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=85.0 psf(ground snow);Pf=65.4 psf(flat roof snow);Category II;Exp C;Partially Exp.; Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 2.GO times flat roof load of 65.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrentwith any other live loads. 6)A plate rating reduction of 20%has been applied for the green lumber members. 7)Provide mechanical connection(by others)of truss to bearing plate capable of Wthstanding 278 lb uplift at joint B and 278 lb uplift at joint J. Job Truss Truss Type Qty ply1160228 F01 COMMON 11 1 Job Reference(optional) Fermco industries Ltd,St-Adelphe 6.100 s Sep 17 2004 MTek Industries,Inc. Wed May 0413:2236 2005 Page 1 -140 Do 4-11-1 958 1400 1668 230-15 2800 2940 11401 4-11-1 4S8 i 4&8 i 468 1 468 4-11-1 1401 Srdle=l£69 56= F 9C0 1&411 15v3 II E G 3t7�i t54 q - d 15a1J 0 D H C 1 V�8 B 02 J 41A K N M L wzz . 56= 34= 56= _ r 140! 2800 t 140r 00 95-8 9&8 90-15 1868 9&8 2800 2800 Plate Offsets KY): fB:3-3 Edgel tF:3-01-81 fJ:33.Edoe1 fL4-0.2-01.[N:4-0,2-01 Lt ADNG(psf) SPACNG 2-0-0 CS! EE1 in (loc) Vdefl L/d PLATES GRIP . TCLL 65.4 Plates Increase 1.15 TC 0.83 Vert(LL) -0.17 L-N >999 360 Mlm 197/144 (Ground Snwr-85.0) Lumber Increase 1.15 BC 0.86 VertO L) -0.33 J-L >993 240 TCDL 10.0 Rep Stress Incr YES VV3 0.91 Harz(fL) 0.10 J n/a n/a BCLL 0.0 Code IBC23001ANSI95 (Matrix) Weight 132lb BCDL 10.0 LLAVBER BRACNG TCP CHORD 2 X 4 SPF No2 7OP CHCFU Sheathed or 2-3-9 oc puriins. BOT a-ICRD 2 X 4 SPF No2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. VV33S 2 X4 SPF Not V1®CE Left 2 X 6 SPF No2,Right 2 X 6 SPF Not RF1ACnON5(Ib/s'tze) B=2589/5-8,J=2589/5-8 Max HorzB=335(load case 6) Max Uprd3-278(load case 7),J=278(load case 8) Max GravB=2926(load rase 2),J--2926(load rase 3) FCRCES (lb)-Maximum CompressionA kwmum Tension TCP CHORD P B=0230,B-C-35/5282,C-D=2782/244,D-E=2%—&259,E-F=2781/446,FG=2781/446,G-H=2563269,144=2782/243, hf-3575283, W--0230 BOTCHORD B-N=022574,M-N--25/1542,L4W-25/1542,J-L=1322574 VtEBS E-N=1025261,G-L=1025260,C W-763/195,F-J 31211839,F-L=311/1839,kl-= 3/196 NOTES. 1)Wnd:ASCE 7-98;90mph;h=25$TCDL=5.Opsf,BCDL=5.Opsf,Category II;Exp C;enclosed;MV%FRS gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2)TCLL:ASCE 7-98;Pg=85.0 psf(ground snow);Pf=65.4 psf(flat roof snow);Category II;Exp C;Partially Exp.; Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for 2.00 times flat roof bad of 65.5 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 278 lb uplift atjoint B and 278 lb uplift atjoint J. Septic Inspection Report Office No.(518)761-8256 Date Inspection ou 1 t cdver�: &.Queensbury Building Code Enforcement Arrive: O;> apart: �7 a 742 Bay Rd., Que bury',NY 12 04 spector's In is ��, ry NAME: -� ,� IT NO.: LOCATION: r �ILvTSPECT ON: RECHECK: Comments and/or diagram Soil Type:;SaAti!I`Loa . /Clay Type of Water: nicipal kW,ell Water/ Waterline separation distance, Well separation distance ft. Other wells: ft. Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type Building to tank -Ti\4 - jv Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y/ /Part: End Caps Location/Separations Foundation to tank ft. Foundation to absorption Separation of Pits ft. Ae�ij Ov ` Conforms as per Plot Plan Y ineer Repo nd As-BAEt Y Location of System on Property: Front eft Sid/— e ht Side Middle Front Middle Rear 5 stem!Us!eVStas: Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Last revised 1/6/05 Framing / Firestopping Inspection Report f I Office No. (518) 761-8256 Date InspectioXequest'gli Queensbury Building& Code Enforcement Arrive: :742 Bay Road, Queensbury, NY 12804 Inspector's Init G � NAME: S PERMIT#: r —�7/ LOCATION: INSPECT ON: _ TYPE OF STRUCTURE: Framing N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anch olts 6 ft. or less on center and snow shield 24 inches from wall \A Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:ASueHemin-way\Building.Codes.Inspection.FORMS\Frarning Firestopping Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection re s rec ve Queensbury Building& Code Enforcement Arrive: _a p art: :.� a pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: G R7 �� PERMIT#: LOCATION: `-�i C.1�flp, l�ul� ��t�� INSPECT ON: TYPE OF STRUCTURE: Framing Y N IN/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORM S\Framing Firestopping Inspection Report.doc January 28,2003 NACE ENGINEERING, P.C. 169 Haviland Road, Queensbury, NY 12804 Phone-518-745-4400 Fax -518-792-851 K March 4, 2005 Project#43159 Mr. David McAvinney 83 Carefree Lane Lake George,NY 12845 Re: Gazetos House, Queensbury, NY Dear Mr. McAvinney: At your request, i have reviewed the framing plans for the house you are constructing for Peter and Susan Gazetos, specifically (and only) as they pertain to two beams in the second floor framing above the living room and foyer. These beams are identified as P2 and M2 on the second floor framing plan prepared by Curtis Lumber Co., Inc. This plan correctly identifies the fact that there is insufficient bearing area where M2 .is supported on top of P2. The plan shows that there is 11 11/16" of bearing length required and P2 only provides 5 1/2" of bearing length. In order to address this problem I am recommending that you replace P2 with a steel beam and place a piece of steel channel on top of this beam to provide the required, bearing length under - , M2. Based upon my calculations, the steel beam should be a W 12 x 30, a W 14 x 30 or a W 16 x 31. The channel should be a C7 x 12.25. The attached sketch shows the proposed configuration and details. Please let me know if you have any questions or if I may be of further assistance in this matter. Sic -ely, Thomas W. Nace, P.E. , M2 M2 MICROLLAM MICROLLAM 12" MIN. STEEL CHANNEL C7X12.25 STEEL CHANNEL . C7X12.25 4- 3/8"X3" 4- 3/6"X3" LAG BOLTS LAG BOLTS REPLACE PROPOSED P2 PARALLAM WITH. STEEL BEAM - W12X30, W14X30 OR W16X31 r= Cs JOB #4�15s McAVINNEY CONSTRUCTION MACE ENGINEERrNG,P.c. SCALE: i. i GAZETOS HOUSE 169 HAVILAND ROAD SECOND FLOOD BEAM.REVISION QUEENSBURY, NY . DATE: 3/4/05, • Foundation Inspection Report Office No:(518)761-8256 Date Inspection re t Ive Queensbury Building &Code Enforcement Arrive: rpm Depart: m r" 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia NAME: —� PERMIT#: _ Z 0 LOCATION: G)o VL, INSPECT ON: — —O TYPE OF STRUCTURE: Comments Y N N/A Footings Piers IC t � r �� Monolithic Slab 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 Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.:\SueHemingway\13uil ding.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 za3 7,�� , Foundation Inspection Report Office No. (518) 761-8256 Date Inspection reque r ived- Queensbury Building &Code Enforcement Arrive: am/ Depart: � i 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: - NAME: 64W-1-0 _ ERMIT#: ^Z�Q --" - i LOCATION: �—� C, (>UL( l)L6 INSPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A lf� ti s Piers Monolithic Slab 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 Foundation/Waterproofing Type of Dampproofing I Waterproofing // oting Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing ✓ ��` 6 inil poly for wet areas under slab /l Backfill Approval (/ Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 r Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re 5Zive Queensbury Building &Code Enforcement Arrive: a epart: -� an m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: NAME: CE4IT#: -' LOCATION: INSPECT ON: — TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the oncrete. erial.s for this purpose on site. Af undation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 t/ Foundation Inspection Report Office No. (518) 761-8256 Date Inspection r que rec ed: J b 0A,- Queensbury Building &Code Enforcement Arrive: m/p Depart: ;ice a pn 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME: G,� �s _ RMIT#: LOCATION: L t,(o w" INSPECT ON: x4s TYPE OF STRUCTURE: r Comments Y N N/A Footings Piers Monolithic Slab 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 Dampproofin Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. I.\SueHemingway\Boilding.Codes,Inspcetion.FORNIS\Foundation Inspection Report.doc January 28,2003 I Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request}ec i ,e� _ Queensbury Building &Code Enforcement Arrive: apm Depart: �� n ` 742 Bay Rd., Queensbury, NY 12804 Inspectors Initialsi•�'� _ NAME: ��G ��__ " fSrPPT�TrO IT#: LOCATION: N: _ �(4 TYPE OF STRUCTURE: `� 'Q Comments -- Y N N/A oot rings Piersw� Monolithic Slaby�C 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 Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.\SueHemingway\Building.Codes,Inspection.FURMS\roundation Inspection Report.doc January 28,2003 Town of Queensbury Fire Marshal 742 Bay Road Queensbury,NY 12804 761-8205/761-8206 fax 7454437 Masonry Chimngj/Fireplace Inspection Repor Permit# '✓1vU Schedule Inspection G—' ;tytime Rough MXFinal Name CJ �K� Address Ynspector Yes No N/A Comments FOOTING f oeY�nl� cc c�r{� = ��r25�ii a1 r Concrete or solid masonry Minimum 12"thickness l\ Extends minimum 6"beyond f1p on all sides ] ) l— Below frost line % ytir M�m t �,(y�?U C7� l "c 5 Cleanout opening—noncombustible covert 1 FIREBOX Walls must be solid—no hollow masonry allowed 8"minimum thickness—bach/side walls Joints between firebricks—'A"max Refractory mortar used on firebrick Minimum depth 20" Fresh air intake Clearances to combustibles:4"rear,2"sides/front LINTEL./TUROAT - Non-combustible material (9k •Minimum 4"bearing length each end Damper installed,minimum 8"abT±2L2R nfng (� SMOKE CHAMBER /] Walls must be solid—no hollow masonry allowed Minimum wall thickness 6"including liner Firebrick lining laid with refractory mortar CA a CEnMNEY � /� tA Minimum wall thickness 4"—solid masonry Must be lined with appropriate liner type Clay flue liner laid with refractory mortar ,Vag" Flue liner smooth surface inside,no mortar Minimum masonry thickness between flues 4" Minimum clearances to combustibles 2"for 5 interior chimneys,I"for exterior Termination height minimum 3 feet above highest point of roof where it passes through,2 feet above i any combustible construction within 10 feet Chimney cap installed , Q� HEARTH/HEARTH EXTENSION Constructed of concrete or masonry Supported by noncombustible material No combustible material on underside Minimum thickness 4"—hearth only Minimum thickness 2"—hearth extension Hearth Extension—16"to the front,8"to sides NOTE:if F/P opening is greater than 6 sq.ft.,must r'f� extend 20"front,12"sides MANTEL/TRIM No combustibles within 6'. of V/P opening Combustibles within 12 inches of F/P opening cannot 0 _project more than 1/8"for each inch distance from F/P opening l Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheekSoftware Version 3.6 Release 1 Data filename: 0:\0400-Misc Consultation\0400.7 Gazetos Residence\Gazetos Residence.rck PROJECT TITLE:Gazetos Residence COUNTY:Warren STATE: New York HDD:7635 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric NOV 0 1 2004 WINDOW/WALL RATIO:0.14 TOINN OF OUEENSBURY DATE:OS/I6/04 f'.)''_?�1 �a��.',i�C�C?� DATE OF PLANS:May I,2004 DESIGNER/CONTRACTOR: David McAvinney COMPLIANCE:Passes Maximum UA=723 Your Home UA=593 l 8.0In Better Than Code(UA) Gross Glazing Area or Cavity Cont, or Door Perimgter R-Value -V lue U-Factor T & Ceiling(Flat):Flat Ceiling or Scissor Truss 1670 38.0 0.0 50 Ceiling 2(family,game):Cathedral Ceiling(no attic) 1108 38.0 0.0 30'� 0 2` Wall 1 (exterior):Wood Frame, 16"o.c. 3873 19.0 0.0 195 Windows(all):Wood Frame:Double Pane 411 0.280 115 Doors Patio type:Glass 112 0.280 31 Doors Entry:Solid 94 0.260 24 Basement Walls:Solid Concrete or Masonry 1958 11.0 0.0 116 Wall height: 8.9' Depth below grade: 8.3' Insulation depth:8.9' Game Room Floor: All-Wood Joist/Truss:Over Unconditioned Space 664 19.0 0.0 31 Floor Overhang at Family Rm.: All-Wood Joist/Truss:Over Outside Air 14 21.0 0.0 l Air Conditioner 1:Electric Central Air, 10 SEER Boiler 1:Other(Except Gas-Fired Steam),85 AFUE COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:08/16/04 PROJECT TITLE:Gazetos Residence Bldg. I Dept. I Use I I I Ceilings: [ 1 1. Ceiling(Flat):Flat Ceiling or Scissor Truss,R-38.0 cavity insulation I Comments: [ ] 1 2. Ceiling 2(family,game):Cathedral Ceiling(no attic),k-38.0 cavity insulation I Comments: I I Above-Grade Walls: [ ] 1 1. Wall 1 (exterior):Wood Frame, 16" o.c.,R-19.0 cavity insulation I Comments: I I Basement Walls: [ ] 1 1. Basement Walls:Solid Concrete or Masonry, 8.9'ht/8J bg/8.9'insul, I R-11.0 cavity insulation I Comments: I Windows: [ ] 1 1. Windows(all):Wood Frame:Double Pane,U-factor:0.280 1 For windows without labeled U-factors,describe features: I #Panes Frame Type_Thermal Break? [ ] Yes[ ] No I Comments: I I Doors: [ ] 1 1. Doors Patio type:Glass,U-factor: 0.280 1 Comments: ( ] 1 2. Doors Entry:Solid,U-factor:0.260 I Comments: I I Floors: ( ] I 1. Game Room Floor:All-Wood Joist/Truss:Over Unconditioned Space, I R-19.0 cavity insulation I Comments: [ j 1 2. Floor Overhang at Family Rm.:All-Wood Joist/Truss:Over Outside Air, I R-21.0 cavity insulation I Comments: I I Heating and Cooling Equipment: [ ] 1 1. Air Conditioner 1:Electric Central Air, 10 SEER or higher I Make and Model Number ( ] 1 2. Boiler l:Other(Except Gas-Fired Steam), 85 AFUE or higher I Make and Model Number I I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 1 3"clearance from insulation. I I Vapor Retarder: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I I Materials Identification: ( ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I Materials and equipment must be identified so that compliance can be determined. ( J I Manufacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. ( ] I Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on I the building plans or specifications. I I Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-11, [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-6. [ ] I Supply ducts in unconditioned spaces must be insulated to R-11. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. I Insulation is not required on return ducts in basements. I Duct Construction: ( ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), I mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181 A or UL 181 B. I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts I operating at less than 2 in. w.g.(500 Pa). ( ] l The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space I temperature set point of the largest zone. 1 I Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction I provisions of the Building Code of New York State ,the Residential Code of New York State or I the New York City Building Code ,as applicable. I Service Water Heating: ( ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the I water heater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. I ' I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% 1 of the heating energy is from non-depletable sources. Pool pumps require a time clock. I I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the I levels in Table 2. , Table l: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Ihickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts_ Circulating Maw and Runouts 'temperature(F) Un to 1" LIU to 1. 5" 1.5" to 2,0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. insulation Jbig yess in Inches by Pipe Sizes Piping System Types Range(F) 2' R n1t outs 1"and Less 1.25" to 2" 2.5' to, Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 t.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 7ibertec-Door Selection Page 1 of R. T=S .Y... SL y,.,,•:1..:.:.41t 1'�51ft�QSY a$UoOr V60FCL-0 r:;;4 '{f`lOMALS i ry 200 Entrance Doors: Standard Insulated Sti : E : , To Related Door Series: Insulated Fiberglass Doo -= STOGY L ' : I$pecificaft l n rgy Rating I Test Results.) TecFar�cal D wings I I Inqure,about this praduct_1 Installation Guide CONTA,Cr INFORMKTION A PRODUCT: �T TOE NET Fibertec door frames mean quality and durability.We always emphasize long- ` term performance, and our systems have achieved the highest air-tightness , RACK TO�jm and energy ratings.The fiberglass foam filled frame accommodates standard r size steel,fiberglass and doors.The tough resilient fiberglass frame affords security similar to steel, but will not corrode.With our state of the art technology and extensive testing, the doors will not bow,warp,crack, scratch, "r splinter, dent or rust as with wood or steel doors.More on the features and Coming design options for our windows and doors. Sc wfiib Photo Gallery W SPECIFICATIONS: Panel Options DOOR PANEL: Insulated door panel is 44 mn 22gauge stell on both the inns into finger jointed pine perime in the lock area.The rigid poll foam into the cavity between galvanized and then primed. I a panel door. Full panel open Three quarter oval 4 panel blank top httn://www.fibertec.com/Droduci/200entrance.htm 8/I6/2C Fibertec- Door Selection Page 2 o FRAME:The frame is insulate 6 panel 9 panel 4 panel eyebrow assembled with polyester con sealed with silicone caulk. Ste Grafted Coatings KTM-4. Frames are stocked in white. Custom colours are available. BRICK MOULD: Extruded aluminum brick moulds with or without nailing fins are avail, SILL: Extruded mill finish aluminum clad fingerjointed pine with a self draining vinyl crc slab. WEATHER-STRIPPING: Kerf mounted low frictionelastomeric wrapped open cell uretl self-draining,multi0finned sweep at sill. STANDARD HARDWARE PREPARATION: Backset:70 mm (2 3/4"),face bore 54 mrr 25 mm (1"). For 30"doors or 32" doors with glass,backset: 59 mm (2 3/8"),face bore edge bore 25 mm(1").Striker plate area is reinforced to resistforced entry.Custom ha is available. MULTI-POINT HARDWARE: HTL Hardware available as an option. GLASS: Request catalogue for glass selection. HIGH RELIEF EVOLUTIONTM PANELS:A PVC perimeter molding with concealed fasteners secures an authentic profiled and primed insulated raised panel. Available in several standard sizes.Optional wood grain cellular PVC for staining. ENERGY RATING: Coating/Films I Gas Fill Il "R" Factor "U"Value Solar Heat Gain Winter Coefficient Clear Sealed Unit 0.77 Low "E" 3.23 0.31 0.58 Argon 3.85 0.26. 0.64 Low"E"2 (Cardinal Soft Coat) 3.33 0.30 0.41 Low "E"2+Argon 4.17 0.24 0.41 Clear Triple Glazed 3.00 0.33 - Low 'E"Triple Glazed 3.90 0.26 - Double Low"E"Triple Glazed Argon 4.30 0.23 0.58 SC75 Heat Mirror 3.70 0.271 0.36 SC75 Heat Mirror, Low "E"Argon 5.88 0.17 0.33 SC75 Heat Mirror, tow"E" Krypton 9.09 O.i1 0.33 Heat Mirror TC88+Argon 5.80 0.17 0.50 Heat Mirror TC88+ Krypton 7.10 0.14 0.50 Superglass 88 8.37 0.12 0.50 ttp://www.fibertee.com/product/200entrance.htm Air�i�nr Fibertec -Door Selection Page 3 o TEST RESULTS: Entri SGREW HOLDING CAPACITY TEST ASTM D1761 Minimum Load:450lbs Distinction Door Load:867lbs DOOM STATIC LOAD TEST ASTM F1450 Sec.7.3 Minimum Load: 1,000lbs Distinction Door Load:2,169lbs MACHINING TEST ASTM D-11666 The Distinction Door Met Requh For Sawing, Planing, Routing, B AIR INFILTRATION ASTM E 283 Test Pressure: 1.57psf (25mph) Distinction Door Results:0.10 sl WATER RESISTANCE ASTM E 331 Test Pressure: 2.68psf Distinction Door Results: Passel UNIFORM STRUCTURAL LOAD ASTM E 330 Test Pressure:41;58psf(positive Distinction Door Results: Passel ENERGY RATINGS U VALUE=0.15 R VALUE=6.67 STC RATINGS RATING=29 FIRE RATED 20 minutes Fire-Rated Door Wamock-Hersey Certified If you require additional information, please contact our office,. I Lack to DOOr Sete—c-WD I Tc Wandow lec 'qn I I pg44-U.Q1-WQ9 I FEAT.IVOKS ag"QPTIARS I-IRSTALLATIOIXSa 1P.91 P4gT-9kt9f l;4^6_II 0 A.L.S I TH9 E109—"A0_SLO-flY I COMPANY P[� FILE 1 RSaQRwAY_TO TH�lYI:I I f QT ACT_ININ)AAAAZLnM l 1LE MAPILABLE QF CGNTE T$I BAGKTp HOME l Copyright 01990-2001:Fibertee Mfg.Ltd. All rights reserved. ttp:!lwww.fibertec.com/product/200entrance.htm Rif�i'nr 100 Page 2 ol MI WOW CRC*To A 0.50 C i . .__-__--Path_--; ` ISM 0.49 74 0.36 AVWZ- 73 7. 73 "HIghPerfrmonuu (HP Lmw-E)and^HighPorfonnunx*Sun'(HP Sun)areAndmrswntrademarks for Lww-Eglass. Based nnNFRcteo8 conditions using Windows 4.1 and NFRC validated spectral data.OOF outside temperature temperature and m15 mph wind. I Visible Transmittance how much|| d hamo>.The higher the value,from more daylight the product lots In over the products total unit area.Visible Transmittance is measured over the 380 to 760 nan portion of the solar spectrum. 2 Shading coefficents defines the amount of heat gain through the glass compared to a single light of clear 1/8"(3 MM)glass. o Solar Heat Gain Cueffioont(8MGC)defines the fraction of solar radiation admitted through the glass both directly transmitted absorbed and subsequently released Inward.The lower the value,the less heat is transmitted through the glass. 4 Relallve Heat Gain Is calculated under a different set of assuptions than thermal performance. o Transmission Damage Function(Tovv.The transmission of short wave energy in the 000'nnnnanumuto,portion uf the eom/ The value Includes both the UV and visible light energy that can cause fabric fading.This rating has also been referred to as Damage Function. ' SECTIONS Roc RIDG$ ssrszss SEPTIC SYSTEM DESIGN a DATED: JULY 7. 1965 SOILS DATA BY: COULTER & MCCORYACK DESIGN FLOW - NEW 3 BEDROOM HOUSE uj TEST PIT - 3 BEDROOMS O 110 GAL/DAY/BDRM 330 GPD ZO 0-6" TOP SOIL Fz SEPTIC TANK - USE 1.000 GAL TANK r a 6-42 SAND, GRAVEL, SILT WITH SOME STONE W V pppppp�� pp RECOMMEND ALL ACCESS LEGEND: 42-66" VERY SILTY SAND ABSORPTION FIELD _ TESUSE PIT SHOWS 18" TO RAISED ABSORPTION SYSTEM KEEPING BOTTOM OF SYSTEM FlNISH�GR E BE RAISHSEDDATO 6 BELOW Q Cc CWJID = CAPPED IRON ROD FOUND MOTTLING O 18"+/- WATER O 35" ROOST TO 28' 3' MINIMUM ABOVE MOTTLING - PLACE APPROX. 2 TO 3' OF FILL IPIa = IRON PIPE FOUND PERCOLATION RATE - 1" IN 20 MINUTES. 58 SECONDS BEFORE INSTALLING SYSTEM do MECHANICALLY COMPACT.. - PERCOLATION RATE OF FILL 1" TO BE 5 TO 10 MINUTES. Q TEST PIT BY NACE ENGINEERING - 09/13/04 - PERCOLATION TEST OF IN-PLACE FILL MATERIAL TO BE CONDUCTED BY W PERCOLATION TEST BY NACE ENGINEERING - 09/13/04 ENGINEER BEFORE ELJEN SYSTEM IS INSTALLED. 14 - AT NYSDOH APPLICATION RATE 275 LF. OF TRENCH REQUIRED. - USE 5 LATERALS EACH 55' LONG = 275 LF. TOTAL 1* O 0 MLIQUID LEVEL IN. SLOPE 1/4~ PER FOOT 4==,�81NPER�OOT INSTALLATION OF DISPOSAL FIELDS o z G SEPTIC TANK 1. CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING. AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. BY FORT MILLER OR DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND EQUAL _INLET BAFFLES EOS TLET ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. CL 2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS o a OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. o: t 3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED. THE WALLS M tO LD BE CLEAN AND RAKEDD O HI�EVE�AN EVEN SUR EACH F TRENCH TO LOOSENED SMEARED SECTIONS OF TRENCH. MINIMUM 2x WIDTH LANDS N/F OF MAXIMUM 4x WIDTH 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING CIRF REID hZ PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND = =�Q WELL OTHER WASTE MATERIAL IN THE STONE AND PIPE. -Lu—RS: ,.�* l o PROPOSED i S83°40 E '00" N PROVIDE 3' SAND OR -%off°ioo 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE - U' � 1903?�' PEA GRAVEL UNDER TANK SEPTIC TANK RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT =��a N•rs CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS oy = Z OR CIR WITH THE OTHER HOLESITDOWN NABLE �ADLL CASES. E PIPE SHALL BE LAID 6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL 325-E ��iii � ��`•�� AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY �� '/lI1�I►� SEPTIC TANKS FROM THE DISPOSAL FIELD. 7. REMOVE LEAVES, ROOTS, PLANTS AND ORGANIC DEBRIS. PLOW SURFACE PRIOR _ /� 1. ALL UNITS SHALL COMPLY NTH THE REQUIREMENTS OF THE NEW YORK TO SPREADING FILL MATERIAL 10 46 STATE DEPARTMENT OF HEALTH AND SHALL BE 4.7' AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.PRECAST CONCRETE 8. DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION FIELD AREA. U) Co I 9. PLACE FILL AND ALLOW TO STABILIZE IN ACCORDANCE WITH NEW YORK STATE Q+ *r n 2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR DEPARTMENT OF HEALTH STANDARDS. W N e 1 �� 3 RE UNSUITABLE. CRUSHEDEVER EXISTING STONE SHALL BEUPLACED CONDITIONS W 33 A o0 f NECESSARY TO ACHIEVE A STABLE FOUNDATION. �/S _ o 5 i �x ;� / / N (, l 3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY C� }} / CV CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. Z I N 45 Co C W A 31,959 sq.ft. o 0.73 acres W� 3 L NEW 1000 GAL CONCRETE OR STONE 0 SEPTIC TANK O FINISHED MARKER ABOVE ALL a GRADE BURRED COVERS MIN. Pr 10 NEW 4'f f RECOMMENDED. 0 &MAP � SEVER PUMP STATION ~J ACCESS HATCH 4 W a I` dSTRIeuTION BOX CIRF �y INLET BAFFLE 12ALL STRUCTURES NCH MARK 5 R BE LATERALS AT 55 LF EACH RR SPIKE I o" A LE W 14' POPLAR 2 MAPLE JUNCTION ELECTRICAL 'd c ELEV.= 333.24 rZFj �2'/ Q d 10"MAPLE 35 BOXPCI v �+ 8"MAPLE UTILITIES((�► 91' W �r 103° W 'i� UBMERSIB ;: 12' (zcPUMP TO BE�AT�� V r IPF 9L 4 PVC _ ELEVAIYIOTMNE SAME �+ m PEA GRAVEL HICKORY ALARM ON E 1-1/2 FORCE MAIN Ho DISTRIBUTION BOX PUMP ON tO SLOPE TO DRAIN LL p'W ' OIA. PIP BACK TO PUMP STATION R p ^ N.T.S. IPF D L PUMPS OFF CHECK VA., N 871 , .. : , . • ` ' CONCRETE TO BE TROWEL FINISHED U NC A- 42 MANHOLE WITH INTEGRAL BASE EFFLUENT PUMP NOV f �. Z004 MERCURY FLOAT AND FLAT SLAB TOP. SWITCH WITH AS MANUFACTURED BY FORT MILLER WEIGHT (TYP.) TC' ' J-'Y Ot�i l OR EQUIVALENT - P S f•CI(. (NO LADDER RUNGS) W 4 ' tslk PUMP STATION m. w have seen Of obcnrllpr 'zi LlN.T.S. vl 1. PUMP TO BE EFFLUENT PUMP RATED AT A MINIMUM OF 30 GPM TT�� 1•� AT 20 FEET TOTAL DYNAMIC HEAD. PUMP TO BE 1/3 HP GOULDS V1 p MODEL 3885WE03L OR EQUAL. c� 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. TT ll AUDIBLE AND VISIBLE ALARM TO BE ACTIVATED BY ALARM FLOAT -- _ /L_ d V 3. PUMP CYCLE VOLUME TO BE 115 GALLONS PER DOSE. 1 0`� _ r pq It _-� a W w C I I'•f� 2'-0' '-0' 2'-0' E w. _ BARRIER MATERIAL ABSORBTION TREN011 15% MAXIMUM O 12' MAX. FILL MATERIAL SHALL BE OF SAME 2.5 ' 6' _ (SEE STANDARD ABSORPTION TRENCH) CROSS SLOPE W W -I I _,,I i �- PERMEABILITY AS EXISTING MIN. MIN. ON SLOPED SITES Z a UNDERLYING SOIL OVERFILL TO ALLOW E., 6' MIN. GRADE TO RA SEED CROWN FOR SETTELMEENT � 2 MIN. o SLOPE - -rl AND SLOPES w T o DRAINAGE SWALE ,� Ally. � N ON UPHILL SIDE d►, .i. z ti o EFIARR UNTREATED BUILDING PAPER, 4' PERFORATED PVC LATERAL, -'.--•-•�•••-`•''. O O O O A�c SLOPE 1/16'-1/32' PER FT. OF SLOPED SITES ::;::.:...:•.:: •.-...=:, ��`�R \ � � OR GEOTEXTILE. NQ� 24' M(N TO HIGH GROUNDWATER, ��j��i�\`�\ r 4' PERFORATED 1. END OF ALL DISTRIBUTOR PIPES MUST BE ROCK OR IMPER OUR SOIL 2 MIN. U�� PLUGGED UNLESS INTERCONNECTED. 2. ALL LATERALS TO BE OF EQUAL LENGTH. REMOVE LEAVES, ROOTS, PLANTS AND DO iv ORGANIC DEBRIS. PLOW SURFACE PRIOR TO SPREADING FILL MATERIAL DOo 3/4' TO 1 1/2' Dabp Ocktw+2004 Z CRUSHED STONE STANDARD ABSORPTION TRENCH PROFILE '-0' SCALE-'S NOT N N.T.S. RAISED ABSORPTION TRENCH SYSTEM MAXIMUM SEASONAL HIGH — 49144 N.T S GROUNDWATER ELEVATION STANDARD ABSORPTION TRENCH SECTION SIHISEF,OF2 N.T.S DWG. NO. 49144