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7080 TP 32.-2-3.221 SINGLE FAMILY NEW
i Al,D.,.� D:., D,,.. D,. D-,, ��, �� i- �,L,,2•.,�, i-��, Z,.�! D',.MIl'�-,� (:11f�ert t te � �®CCu Fw _v a/ ,wu It is hereby certified that an inspection at the building(s) or structure(s) noted below was conducted pursuant to the Code of the Town of. Ithaca, as the same have been amended from time to time. 1 ^ Such inspection revealed no apparent violation of Chapter 270, the Zoning Ordinance at the time of the inspection. If this certificate is issued in connection with new construction, it is further certified that such inspection revealed no' apparent uncorrected deficiency or apparent material violation of the New York State Uniform Fire Prevention and ' Building Code (Building Code) with respect to the work performed at such building or structure pursuant to the Building permit identified below, and that such construction or work appeared to be in substantial conformance with plans and/or other information on file at the Town of Ithaca Code Enforcement Office in connection with such Building Permit. The matters set forth in this Certificate are based upon one or more visual inspections of the property and improvement by Town Officials and do not mean the Town Code Enforcement Officer has made exhaustive or continuous on -site inspections of the work nor does this certify in any manner to the quality of such work. This Certificate is revocable in the event information comes to the attention of the Town of Ithaca authorities that would render the certifications made herein inaccurate. Certificate No.: 7430 Building Permit No.: 7080 Building Permit Issued: 04/01/2008 �y Description: Construct 1.657 soft two-storv. single familv residential structure. Date of Last Inspection: 2/18/2009 _ Property Name: N/A Tax ID No.: 32.-2-3.221 Building Address: 429 Bostwick Road Owner of Building: Nathaniel Greenspun & Susan Perri Owner's Address: Same Use/Occupancy Classification: Single Family Residence Building Construction Type: Light Frame Occupant Load: NA Sprinkler Present: No Sprinkler Required by Building Code: No As -built survey obtained: No Special Conditions: ' This certificate is limited solely to the work performed under Building Permit #7080. ,.r 4/20/2009 Date Issued —Code Enforcement Officer i 0 _ _�� _r ©1 2 lu OF rr of rr > F y Certificate of 04rupanrp It is hereby certified that an inspection at the building(s) or structure(s) noted below was conducted pursuant to the Code of the Town of Ithaca, as the same have been amended from time to time. a Such inspection revealed no apparent violation of Chapter 270, the Zoning Ordinance at the time of the inspection If this certificate is issued in connection with new construction, it is further certified that such inspection revealed no apparent uncorrected deficiency or apparent material violation of the New York State Uniform Fire Prevention and Building Code (Building Code) with respect to the work performed at such building or structure pursuant to the Building permit identified below, and that such construction or work appeared to be in substantial conformance with plans and/or other information on file at the Town of Ithaca Code Enforcement Office in connection with such Building Permit. The matters set forth in this Certificate are based upon one or more visual inspections of the property and improvement by Town Officials and do not mean the Town Code Enforcement Officer has made exhaustive or continuous on -site inspections of the work nor does this certify in any manner to the quality of such work. This Certificate is revocable in the event information comes to the attention of the Town of Ithaca authorities that would render the certifications made herein inaccurate. Certificate No.: 7400T Building Permit No.: 7080 Building Permit Issued: 04/01/2008 Description: Construct 1.657 soft two:storv. single family residential structure. Date of Last Inspection: 2/18/2009 Property Name: N/A Tax ID No.: 32.-2-3.221 Building Address: 429 Bostwick Road Owner of Building: Nathaniel Greensnun & Susan Perri Owner's Address: 601 N. Tioga Street. Ithaca Use/Occupancy Classification: Single Family Residence Building Construction Type: Light Frame Occupant Load: NA Sprinkler Present: No Sprinkler Required by Building Code: No As -built survey obtained: No Special Conditions: This is a temporary Certificate. which expires on Julv 19. 2009. Full CO subiect to the following: 1. Installation of non -absorbent surface on shower stall walls to a height of 6-feet above the floor 2. Installation of all plumbing fixtures 3. Verification of attic insulation denth. This certificate is limited solely to the work performed under Building Permit #7080. j 2/ 19/2009 �. Date.Issued 4 'mid I. .�*; xS�,�. '�*. :y^�a �N�_•:/per != ,F � � _.._/A-' Dig ASafely. ®r MZ 2 www. dig satelynewyork. com TOWN OF ITHACA 215 NORTH TIOGA STREET Ithaca, New York 14M (607)273-1783 INSPECTION SCHEDULE AND NOTICE TO PERMIT HOLDER 1yOF17, OFI7, BUILDING PERMIT '18 21 18 21 0 Town of Ithaca, New York This is to Certify That a Building Permit has been issued to Nathaniel Greenspun to erect, move, demolish, or repair a building as follows, in accordance with the Laws and Regulations applicable thereto: Operation Construct 1,657-sqft two-story, single family residential structure Address , 429 Bostwick Rd Parcel # 3�. — 2 - .3 221 Signed CODE_ENFORGEMENT OFFICER No. 7080 Owner of Land Nathaniel Greenspun Notes See Attached Notice and Notes Below Date of Permit April 1, 2008 Expiration Date April 1, 2009 THIS'PERMIT MUST BE POSTED AT THE PLACE WHERE THE WORK IS IN PROGRESS COMMENTS: 1. All work shall be performed in accordance with the construction documents submitted and accepted as part of the application. The Town of Ithaca Code Enforcement Officer must be notified before any changes are made during construction. Approved copy of plans must remain on the construction site at all times and must be available for inspections. 2. Code Enforcement Officer must be contacted to inspect placement of underground water supply line. Water service pipe shall be installed not less than 6 inches below the frost line which has been established at 48 inches in this region. Water service pipe must be a minimum of 54 inches below finished grade. 3. Well pump specifications must be provided to the Code Enforcement Officer before water supply line inspection is done. 4/07 4 T Address Building Permit #1 I PROGRESS OF WORK -CHECKED ON: 1. Pre Building Permit 2. Soil Type 0. �r,� (MM - 3. Fo tings, BEFORE pouring concrete 16 Z6C5� � � � C ^ A � % Zvi 4. Foundation 1 [.Zq �'o� " �- ', ' 6.10 i - 5. ;fin Framing, BEFORE sheet rocking S � c:�_ C!�� ��g� �d�'� �pF. 1 1 1 6. PI u bing Jt I I�� ' �.. L x Y +' _ Jam' ��. �. 1 e .zj I 7. Electrical 116� ®5 I 8. Completion, ALL WORK:4WZ6 —I tco 4 C00- L CONIMENTS:IiILIIcg— ItS5:i1Ad��a",NS�;,a,� � I:o,rrM cis") o►- jc,�i r "Q A Lon I ,U_ �. �` cn ram,, ca P.e.i�w� dry l �Z • 5 m� ' Gc9� . D er"eo�upancly- tifica Number 7700 Date Issued OF17' OF1p . 9. - ��-az�o¢� TOWN OF ITHACA ��w zY°gam 215 N. Tioga Street, ITHACA, N.Y. 14850 607.273.1783 FAX 607.273.1704 s, 15oq • p d ek � 8e15 �'loose -r e.0 Date Received " � ; Peri k Number 4` i c7�i Date of Permit"`" i` Zc .. ` . Fee Paid _ ... CheckNo. y9` , ning• .. ` Zo District, . APPLICATION FOR BUILDING PERMIT APPLICATION is hereby made to V BUILD EXTEND ALTER, CONVERT, . APPLIC y , DEMOLISH, OR as described_ below.. General Information Brief Description of Work 6 (u coft m4i U4 °'""'1 Value. of Improvement $ ,G01 b0 Property Information: (gyp Street Address 130"(� Ll a —I Tax Parcel Number 32 2 — �'22 Property Owner: Name N0 Nzl CmP 1, h Daytime Telephone 273'$044 . Cell Number '3761-2-66q Mailing Address (DO ( If owner is a corporation, names and addresses of responsible officers must be included. Builder: LQe, as Glouv`ei Company Office Telephone Fax Mailing.Address Project Manager Daytime Telephone Cell Number Contact Person (Person listed will be the primary point of contact for all communications regarding the building permit): Name Mf&aN e i &(M�p VI Daytime Telephone 2-73 `&44 Cell Phone Rev 4-2007 T® OF ITHACA �u4� 215 N. Tioga Street, ITHACA, N.Y. 14850 607.273.1783 FAX 607.273.1704 Protect Information Occupancy Class Type of Construction Number of Stories Number of Dwelling Units 1 Building Height Percentage of Lot to be Occupied by All Structures Gross Square Feet of Floor Area: Existing / Proposed New Basement / Pam, /N,,C.W First Floor / 46 Second Floor / C4 00 Over Second / No A*14L Total Number of Rooms / Total Number of Bedrooms / 3 0 Is topsoil or fill material going to be moved onto or within the site in excess of 500 cubic yards? yes no New York Board of Fire Underwriters Electrical Application will be applied for yes no Does work involve any outdoor lighting? yes 1/ no The UNDERSIGNED HEREBY APPLIES for permission to do the above in accordance with provisions of the Zoning Ordinance and other Laws and Regulations of the Town of Ithaca, or others having jurisdiction, AND AFFIRMS that all statements and information given herein are correct to the best of his/her knowledge and belief, AND FURTHER AFFIRMS that all work shall be performed in compliance with the Codes of the Town of Ithaca, the NYS Uniform Fire Prevention and Building Code, and all other applicable state and local laws, ordinances, and regulations. I ALSO CERTIFY that the structure for which this Permit will be issued, or has been issued, will be built, or has been built, according to the latest standards of the New York State Uniform Fire Prevention and Building Code, AND FURTHER CERTIFY that the approved plans will not be deviated from without prior approval from the Architect/Engineer of record, if applicable, and the Town of Ithaca. 91 tune of Property Owner or Au ffiorized Agent Date/ E U �T1 OF 1T� OF ITS . . hE Eo4 TOWN OF ITHACA ��� EYo¢� 215 N. Tioga Street, ITHACA, N.Y. 14850 607.273.1783 FAX 607.273.1704 Building Permit Application Checklist Please initial that each of the following is attached as part ,of your application package. (Write N/A for any lines that do not: apply.) Checklist must accompany all applications. Incomplete packages will not be accepted. 'V 1 completed application form (please put N/A to .any. questions that do not apply) 2) workers' comp, general liability, and NYS disability insurance 3 fee 4) 2 copies of all drawings and specifications stamped g p p y a licensed design professional unless exempted (see instructions) \ 5) survey map or plot plan I 6) copy of plumbing permit from Bolton Point. q 0, SA�Sa noV V 7) septic permit or sewage and water system acceptance from Tompkins County Health Dept well driller's certificate WA- 9) for new construction, a copy of approval from the Town Engineer for all water and sewer taps I/ 10 culvert and/or highway work permit g Y 11) outdoor lighting details N/A 12) statement of special inspections Completed application packets may be submitted to the Town of Ithaca .Town Hall at 215 N. Tioga Street Monday thru Friday 8:00 - 4:00. Please do not mail the application packet. . Rev 4-2007 FILE %/� DATE ADOPTED RESOLUTION: ./ t l-�/Z c 7 PB RESOLUTION NO. 2007 - 125 Preliminary and Final Subdivision Approval Greenspun Gizewski & Greenspun 2-Lot Subdivision[Bostwick Road Tax Parcel No. 32-2-3.22. Town of Ithaca Planning Board November 27, 2007 Motion made by Rod Howe, seconded by Hollis Erb. WHEREAS: 1. i This is consideration of Preliminary and Final Subdivision Approval for the proposed 2-lot subdivision located just east of 433 and 439 Bostwick Road, Town of Ithaca Tax Parcel No. 32-2-3.22, Agricultural Zone. The proposal involves subdividing the +/- 59.5 acre property into two lots, with Parcel A being +/- 19.8 acres and Parcel B being 39.7 acres. Tom Greenspun, Barbara Gizewski and Nathaniel Greenspun, Owners; Nathaniel . Greenspun and Susan.- Perri, Applicants, and 2.-� The is an Unlisted Action for which the Town of Ithaca Planning Board, acting as lead agency in environmental review with respect to Subdivision Approval, has ' on November 27, 2007, made 'a negative determination of environmental significance, after having reviewed and . accepted.. as adequate a Short Environmental Assessment Form Part I, submitted by the applicant, and Part II prepared by the Town Planning staff, and 3. The Planning Board on November 27, 2007, has reviewed and accepted as adequate a Short Environmental Assessment Form Part I, submitted by the applicant, and Part II prepared by the Town Planning staff, a survey map entitled "Showing Proposed Parcels to be Conveyed by Tom Greenspun; Barbara Gizewski & Nathaniel Greenspun" prepared by T. G. Miller P.C., dated 10/15/07 and other application materials, and NOW THEREFORE BE IT RESOLVED: 1.1 That the Town of. Ithaca Planning Board hereby waives certain requirements for j . Preliminary and Final Subdivision Approval, as shown on the Preliminary and Final Subdivision Checklists, having determined from the materials presented that such waiver will result in neither a significant alteration of the purpose of subdivision control nor the policies enunciated or implied by the Town Board, and " 2.1 That the Planning Board hereby grants Preliminary and Final Subdivision Approval for the proposed 2-lot subdivision located just east of 433 and 439 Bostwick Road, Town of Ithaca Tax Parcel No. 32-2-3.22, as shown on the PB RESOLUTION NO.2007 - 125 PAGE 2 survey map entitled a survey map entitled "Showing Proposed Parcels to be Conveyed by Tom Greenspun; Barbara Gizewski & Nathaniel Greenspun" prepared by T. G. Miller P.C., dated 10/15/07 subject to the following conditions: a. granting of the necessary variances by the Zoning Board of Appeals, prior to signing of the plat by the Planning Board Chairman, and b. submission for signing by the Chairman 'of the Planning Board of an original or mylar copy of the final subdivision plat, and three dark -lined prints, prior to filing with the Tompkins County Clerk's Office, and C. submission of a copy of the receipt of filing the plat, to the Town of Ithaca Planning Department. A vote on the motion was as follows: AYES: Wilcox, Hoffmann, Conneman, Thayer, Howe, Riha, Erb. NAYS: None Absent: Talty The motion passed unanimously. STATE OF NEW YORK) . COUNTY OF TOMPKINS), SS: TOWN OF ITHACA) . I, Paulette Neilsen, Deputy Town Clerk of the Town of Ithaca, New York., do hereby certify that the attached resolution is an exact copy of th ame adopted by the Planning Board of the Town of Ithaca at a regular meeting on a 7th day of November 2007. Deputy Towri CleW Town of Ithaca FILE 1 DATE ADOPTED RESOLUTION: ZB RESOLUTION NO.2007-058 Area Variance Nathaniel Greenspun, Tom Greenspun and Barbara Gizewski Bostwick Rd ,' Tax Parcel No. 32.-2-3.22 December 17, 2007 Motion made by Chairperson Sigel, Seconded by Mr. Krantz. Resolved, grant the appeal of Nathaniel Greenspun, Tom Greenspun and Barbara Gizewski, requesting variances from the requirements of Chapter 270, Article VI, Section 270-34 (C) of the Town of Ithaca Code, to create two lots by subdivision, located on Bostwick Road, Town of Ithaca Tax Parcel No. 32.-2-3.22, Agricultural Zone with the following: Conditions: 1. That for Parcel A the width at the required 60 foot setback be no less than 70 feet; 2. That for Parcel B the width at the required setback be no less than 75 feet. Findings: That the benefit to the applicant does outweigh any detriment to the health, safety, and welfare of the community. Specifically: 1. That the benefit the applicant wishes to achieve, which is to be able to build a house on Parcel A, cannot be met by any others means besides the variance; 2. That there will not be an undesirable change in the neighborhood character or to nearby properties given that these are very large properties; and 3. That the homes in that area are not very dense; 4. That the request is not substantial given that it is approximately 25 and 30 feet reduction from the 100 foot required minimum and also given the large size of the properties; 5. That there will be no adverse physical or environmental effects; and 6. That the alleged difficulty is not self-created given that this lot has existed in the family for a long time and is now found to be deficient in an attempt to build a house on it. ZB RESOLUTION NO. 2007-058 PAGE 2 Vote on the motion resulted as follows: AYES: Sigel, Krantz, Matthews, Levine, Mountin. NAYS: None. Motion was declared to be carried unanimously. STATE OF NEW YORK) COUNTY OF TOMPKINS) SS: TOWN OF ITHACA: I, Carrie Coates Whitmore, Deputy Town Clerk of the Town of Ithaca, New York, do hereby certify that the attached resolution is an exact copy of the same adopted by the Zoning Board of Appeals of the Town of Ithaca at a regular meeting on the 17th day of December 2007. �eputy Town -Clerk Town of Ithaca C'4 Ln i Ln C'4 (J1 6'-0 3/4" �B 7'-2" 8'-ll 1/2" O 6'. 3 3/4" O 3'-11 1/2" V % All �( J81 9'-7 1/2" DRESSER C5)15'-7 1 /2" lo °O OFFICE ' MUDROOM O 1 143 SF BATHROOM 1143 SF O O 00 I —�-- 0 5-3 17'-6 1/4" L f —11 Il /4' 1't10 15/1 E " TOWEL & OO LINENS 00 O I � 000 I I I PANTRY HUTCH I I I I I — RADIANT ZONE 11'-11ol REFER TO S-2 FOR 1 MAXIMU CONCRETE THICKNESS I POST REFER TO S-3 CD I O 1 i � I — LIVING ROOM 0 1310 SF H TCH 10 ROOT CELAR Oro M - CV BROOM OSEE S-2 CLOSET - A Cr `i KITCHEN � I 00 I — SEE S-3 FOR FRIDGE 187 SF 18'-5 3/4" STAIR REQUIREMENTS 13'-0 3/4" O"' I 3'-9 1/4" 2'-6„ 2,-6„ 2, 0„ L,-O„ _ C STOVE I L 1, I r � I COUNTER O O DW CABINET I - - 1 `% 6'-4 1/4" 15-0" OE 10'-1 l 3/4" O 6'-0" O 4'-1 1 /2" I 32'-5 1 /2 FIRST FLR PLAN ON D SCALE: 1/4 =1 —0' c M 'APR 12008 1 _ ENGINEERING 109 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 FAX: 607-277-2119 p�wauV �77E. fe d✓ j a Z:,-, . Lu Cn W o Of Lo z °O LY O Z WLu W (D Z W m v o C6 CV - REV DESCRIPTION DATE 0 CD 2/29/08 1 ADDENDUM 1 4/1/08 TITLE: 1 ST FLR PLAN DRAWN BY: YB CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: rm% — 1 f cc", ENGINEERING '- 109 SOUTH ALBANY STREET ITHACA ORK 14850 PIt: 7-2I19 -6'-0 3/4" ll'-4 1/2 8'-3 1/2" C)4 , A°� CLOSET 0o ter- i--� - %' ' 112 SF I LD STUDIO 7 r' 1145 SF aBEDROOM � W 1150 SF ( r G W Lo O 00 Ln I 12'- 9 1/4" L i w >- -- L w I A 8'-2 1/4" 7'-0" Q Z O -- I I r i !' i _ V VI co CN (: - CD WALK IN CLOSET N O REV DESCRIPTION DATE ` I ! 45 SF \ 0 CD 2/29108 MASTER BEDROOM I I LI—��BEDRB9M � -- 1150 SF j LO 1128 �€ (� CLOSET O `._ � o - 120 SF co TITLE: -- I / LANDING 2ND FLR PLAN M i� Il 4-6 OD I 12'-11 1/4" O 10'-6 1/4" �O 4'-6" SECOND FLR PLAN N DRAWN BY: YB ® SCALE: 1/4" =1'-0" CHECKED BY: JER • SCALE: AS NOTED D SHEET NUMBER: A _0 DOOR & WINDOW SCHEDULE SIZE ENGINEERING MKD ,A' YY NOTES H 109SOUTH ALBANYSTREET ITHACA, NEW YORK 14850 PH: 4-vrr' 07-277-2119 A 3'-0" DOUBLE PANE, LOW E-4 GLASS, BY ANDERSEN 5'-0°' TW210410 (AA), DOUBLE HUNG � ;�-` y;tip E B 3'-0" 4'-0" DOUBLE PANE, LOW E-4 GLASS, BY ANDERSEN TW210310 (AA), DOUBLE HUNG C . 2'-0" DOUK PANE, LOW E-4 GLASS, BY ANDERSEN 2'-0" C12 (L), L HANDING DOUB E PANE, LOW E-4 GLASS; BY ANDERSEN �AP) METAL ROOF LOW ±��'� D 5'-0" 3'-0" G53 � �q4 063S�+� �. E 5'-0' , DOUB E PANE, LOW E-4 TEMPERED GLASS, BY ANDERSEN 3 -0" - G53 AP) F 3'-0" DOUBLE PANE, LOW E-4 GLASS, BY ANDERSEN 3 -0" CXW13 (L), L HANDING Z G 3'-0" 1'-11" DOUBI�'E PANE, LOW E-4 GLASS, BY ANDERSEN G32 (AP) H 2'-0" 2'-0" C12 (L), LAHANDING E-4 TEMPERED GLASS, BY ANDERSEN / / �/ / / W O J 3 -0 6 -8 EXTERIOR WOOD DOOR STUCCO SIDING / o ^ Lo 2 - K 7'-0" FRNECH DOORS, DOUBLE PANE, LOW E-4 GLASS 6'-8" BY ANDERSEN F.F.E. r cl) o L 2'-8" 6'-8" SOLID WOOD DOOR -------------------------------------------LJJ -- Z Lij M 4'-0" 6'-8" SLIDDING CLOSET DOOR U Z _� C7 � ZOB /� W mCIO ��cu N i� REV DESCRIPTION DATE F I N I S H S C H E D U L E 0 CD 212 910 8 F.F.E. FINISH ---------------. SPACE - - - - - - - - - - - - - - - - FLOOR CEILING WALLS MUDROOM TILE 1/2" SHEETROCK 1/2" SHEETROCK `\y - - __ _ -.\ - w�; - - - - Y\, \ ;, TITLE: BATHROOM TILE 1/2" SHEETROCK 1/2" SHEETROCK SOUTH ELEV. KITCHEN WOOD 1/2" SHEETROCK 1/2" SHEETROCK j I I i & SCHEDULES LIVING ROOM CONCRETE 1/2" SHEETROCK 1/2" SHEETROCK I I I I OFFICE CONCRETE 1/2" SHEETROCK 1/2" SHEETROCK DRAWN BY: YB MASTER BEDROOM WOOD 1 /2" SHEETROCK 1/2" SHEETROCK CHECKED BY: JER BEDROOM WOOD 1/2" SHEETROCK 1/2" SHEETROCK SOUTH ELEV. SCALE: AS NOTED - - - SCALE: 1 /4' =1'-O" SHEET NUMBER: n I I TRITE ENGINEERING METAL ROOF \\ \D STUCCO SIDING cz) F.F.E. ------------------------------------------------ \\ \ F (�F CL: I --- CD F.F.E. ------------------------------------------------------ l/or, EAST ELEV. SCALE: 1/4" =1'-0" 109 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 FAX: 607-277-2119 ui 0 U) ui w U—) 2-7 m 0 ui ui (D 0 ui m cu (D L) m 04 c— REV DESCRIPTION DATE 0 CID 2/29/08 TITLE: EAST ELEV. DRAWN BY: YB. CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: 1/2 PLYWOOD SHEATING r FELT 1" RIDGID INSULATION WIRE AND STUCCO 1/2" GYPSUM BOARD DETAIL A SCALE: 1 1/2" = 1'-0" A 55 CEILING JOISTS J 2x6 STUDS SEE S-4 . ® 2'-0" O.C. 2x4 INTERIOR PARTITION W/RADIANT FLR HEAT i STUDIO MASTER BEDROOM R-19 MIN. WALL INSULATION LVL BEAM _ SEE S-3 / A-5 I I 2x4 INTERIOR PARTITION I I I I OFFICE LIVING ROOM I I l 1 — 4" RIDGID INSUL. WOLMANIZED BEAMS _ BETWEEN FRAMING SEE S-2 - W/RADIANT FLR HEAT 1.4 I Ir .,I I✓ /\I Ir I I I I I I I I_� 11 1 /2"xl l 1 /2" PIERS t I I I I I I I I I I I I ----- I / L L - - - - I I ------ -I SECTION SCALE: 3/16" = 1'-0" OA- 'l^1'1'hm ENGINEERING 109 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH:607- '607-277-2119 a ? E. ;n u osYr,46 '0044, ! Z W 0 U) W Of O Z °O llqr zO W Lu in O Z W m cq v (m Cc REV DESCRIPTION DATE 0 CD 2/29/08 TITLE: SECTIONS DRAWN BY: YB CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: A r' JII\V1,1URML IVVILJ. 1. ALL PT WOOD SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER. ALL OTHER FRAMING SHALL BE SPRUCE -PINE -FIR NO. 2 OR BETTER. • ' 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI. 3. MASONRY STRENGTH, f'm = 1,500 PSI. 4. STEEL REINFORCEMENT STRENGTH SHALL BE 60,000 PSI. 5. GROUND SNOW LOAD = 45 PSF. 1ST FLOOR LIVE LOAD = 40 PSF. 2ND FLR LIVE LOAD = 30 PSF. WIND SPEED = 90 MPH. EXPOSURE C. -T6.-SOIL,-ASSUMED_TO-BE TYPE-BgC,.SILTY LOAM, -BASED -ON THE- TOMP-KINS- -- -- COUNTY SOIL SURVEY PUBLISHED BY THE UNITED STATES DEPARTMENT OF AGRICULTURE IN COOPERATION' WITH CORNELL UNIVERSITY AGRICULTURAL EXPERIMENT STATION, JULY 1965. 7. SOIL BEARING CAPACITY = 2,000 PSF PASSIVE PRESSURE = 280 PSF ACTIVE PRESSURE = 45 PSF N DENSITY = 120 PCF F O O T I N G MKD L W F-1 3'-0" 3'-01, F-2 3'-3" 3'-3" F-3 3'=9" 3'-91, F-4 4'-6" 4'-6" F-5 5'-3" 5'-3" S C H E D U L E SIZE REINFORCEMENT T BOTTOM As1 As2 1'-0" (3) #5 (3) #5 1'-0" (3) #5 (3) #5 1'-0" (4) #5 (4) #5 1'-0" (4) #5 (4) #5 1'-0" (5) #5 (5) #5 - - - JL / t JL _L JLJ 1 vJL I I r I I----, ENGINEERING I I I I I I I I I I E I 1 THACA NEW YORK 14850 T J I I u I I I ME 607- 07-277-2119 ----F-1 L----- L----J L------� F 1 ---J / A�otifkE Rp 0, F-3 F-2 F-3 083546 7'-0" W 3'-6" 0 I------ - - - - ,' Cn r--,---1 r------- r----� I I I I------� Lu O of I iI I I I r----� I I I Z 00 Ll ❑ i i i I I �i ., I I I I I I o F-2 F-1 * L-6 r---T- F-4 F-2 Lu U Lu -� N I o Z - Lucn U I I S-6 OCN C6 (2) 2x10 PT I j ROOT CELAR -� � © TOP OF WALL I I REV DESCRIPTION DATE I I I 0 CD 2/29/08 *F-4 1- ---I- * r5 1----J--, F-3 r- - ----, r--1 I I- I I - - - - ---� I r ----1 I ( I I I I I I I TITLE: L----J i i I i L----J FOUNDATION L----- J *BOTTOM OF FOOTING ELEVATION FOR THESE FOUR FOOTERS SHALL MATCH 8" CMU REFER ` THAT OF CMU WALL FOOTER. S-6 FOR REINF. REFER TO S-6 FOR FOOTER DETAIL DRAWN BY: YB FOUNDATION PLAN ® N CHECKED BY: AS SCALE: AS NOTED SCALE: 1 /4" = 1'-0" SHEET NUMBER: �_1 FLOOR TOPPING USED IN RADIENT 2x12 @ 2'-0" O.C. PT ZONES AND FOR THERMAL MASS SHALL BE AT A MAXIMUM 1 1/2" OF LIGHT WEIGHT MIX CONCRETE F- r- r- 7 WITH A DENSITY OF 110 PCF. L L J L J L J L-J I I( I I I I I 1( I 1 I I 1 i I I I I I I I I I I I I I I I I I I I I I I I I I I I I F- 7 1 I I r-h I I 1 r-L� 1 1 1 F-I� I 1 I F-_ 1 _ I I I I I I L�� I I ti I I I L J 3 1 /2% 11 7/8" PARALAM WOLMANIZED LEVEL 2 OR (3) 2x12 PT TYP. BOTH SIDES ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I'x I I I I I I I I I I I c I I I 71 17 3 1/2% 11 7/8" PWOLMANIZED LEVEL I. 1 BLOCKING 3 BAYS EACH END OR (3) 2xl2 PT 3 1/2% 11 7/8" PARALAM WOLMANIZED LEVEL 2 OR (4) 2x12 PT DOUBLE 2x12 ALL AROUND OPENING TYP. BOTH SIDES 202 9 2'-0" O.C. PT MAXIMUM OF 1 1/2" OF LIGHTWEIGHT CONCRETE, DENSITY = 110 PCF ON FLOOR 1 Cr T TT Tl T-TI A A 97-k T /-I TAT A IL T �. I' /Q\ I' I' m ENGINEERING 109 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PI 1: W�i�1T'j-277-2119 Z W 0 W Z °O O ui ui (7 Z ) u O W m m cq m U 04 REV DESCRIPTION DATE 0 CD 2/29/08 1 ADDENDUM 1 4/1/08 TITLE: 1ST FLR FRAMING DRAWN BY: YB CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: n n //0 LVL 2xl2 @ 2'-0" O.C. SPF NO. 2 6x6 SPF NO. 2 OR BETTER OR BETTER TYP. I I I I I I I I • I I I I I i I � I I I I I I I I I I I I I I I I I I I I I I I (2) 9.5" LVL I I I I I I I I I I I I I I I HEADER Wj(3) 2X6 JACK STUDS EA. END I ` I(3) 2x6 JACK STUDS I I I I l I I I I I I I I I I I I I I I I I I I l l I I I I - 26 @ 2'-0" O.C. STUD WALL I I I I I I I I I I I I I I I SPF NO.2 OR BETTER I I I I I I I I I I I I I I I (3) 2x8 HEADER W/(2) JACK STUDS AND (1) FULL STUD EA. END NOTES: 1. ALL HEADERS SHALL BE (3) 2x6 W/(2) JACK STUDS AND (1) FULL STUD EA. END UNLESS NOTED OTHERWISE 2. WALL SHEATHING SHALL BE 1/2" 3. ALL STAIR RISE AND RUN SHALL BE 7 1/2" ON 10 1/4". ALL STAIR RAILINGS SHALL BE 36" HIGH FROM THE NOSING OF THE TREAD. RAILING SHALL BE TYPE 1 AS DEFINED PER NYS RESIDENTIAL CODE. BALUSTERS SHALL BE SPACED SO AS NOT TO CREATE A SPACE LARGER THAN 4" 2ND FLR FRAMING PLAN ® N SCALE: 1/4" l'-O" ENGINEERING 109 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 07-277-2119 � w Z W 0 U) W Z co U) O W LL, N � (D cn Z O W co C13 ca REV DESCRIPTION DATE 0 CD 2/29/08 1 ADDENDUM 1 4/1/08 TITLE: 2ND FLR FRAMING DRAWN BY: YB CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: ENGINEERING 2x6 BLOCKING TYP. li II I i! I II I � II II u II i� -- --- ---------------I - - - - - - - - - - - �f l ------ - - - - -IlLi T II -- II I i1 II tl II L- - - -- - -- 1�---------------------- iI - - I� II II II I II II II Li II II -------- --_j II II !i II II II II F-i !i II ALL MEMBERS SHOWN ARE 2x6 SPF NO. 2 OR BETTER 2ND FLR CEILING FRAMING PLAN N SCALE: 1 /4" = 1'-O" 109 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PI 1: 607-277-1118 FAX: 607*277-2119 pf Neyy I E- go j0 12 t i� __vV I .4-d - ♦ _ .7 08 ui U .' w 0 � vJ ui O Of {') Z 00 O W UJ � N c z V O W m v CV REV DESCRIPTION DATE 0 CD 2/29/08 1 ADDENDUM 1 4/1/08 2 REV.2 9/4/08 TITLE: 2ND FLR CEILING DRAWN BY: YB CHECKED BY: JER NOTES: SCALE: AS NOTED 1. INSTALL A SINGLE H4 TIE BY SIMPSON OR APPROVED EQUIVELENT.ON EVERY OTHER COLAR SHEET NUMBER: TIE CONNECTING THE COLAR TIE TO THE TOP PLATE. THESE TIES SHALL BE INSTALLED ALL _ _-ARawn. _ R-4 35'-0" - - I - - - -I- I I I I I I I I I I I I I I I I f l 1 — 1 II II II I I I I I I I I I I I n 11 II II II 202 HIP RAFTER I I I I l I I TYP. II 11 11 i� o 00 11 II II II ii II II 11 II I I I I I I I I I I I II I I I I II II II !I II I I I I I i t I I II 11 2x12 RIDGE NOTES: 1. ALL HEADERS SHALL BE (3) 2x6 W/(2) JACK STUDS AND (1) FULL STUD EA. END UNLESS NOTED OTHERWISE 2. ROOF SHEATHING SHALL BE 5/8" -L / \Y J- JJ iv1 ENGINEERING 109 SOUTH ALBANY STREET ITH - ' ORK 14850 P 1 1�,8 �A 77-21 19 ' 19 CRps �'A 0$135� W W Lo Z °O � � O W Lu N � C7 cn Z W m v CD m Ca ZD dam' REV DESCRIPTION 'DATE 0 CD 2/29/08 TITLE: ROOF FRAMING DRAWN BY: YB CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: n_nnr. u.D_A A.j(TIXT(_'! DT _-A.IXT C_F I I ABU46 (IF USING PARALAMS) OR ABU66 (IF USING PT) 0 3 1 /2" PARALAM GALVANIZED POST BASE OR 2x12 PT BY SIMPSON OR APPROVED EQUIV. REFER TO S-1 i i I L J 11 1 /2"x11 1 /2" CONCRETE PIER ` ' j 7 STIRRUPS #3 @ 16" O.C. b (4) #4 VARIES SEE SCHED. Yww VARIES SEE SCHED. TYP. FOOTER AND PIER DETAIL SCALE: 3/4" = l'-O" 2x10x6" LONG PT LEDGER W/(4) MASONRY SCREWS EQ. SP. BOND BEAM ALL AROUND W/(2) #5 I � � t o REFER TO S 1 JOIST HANGER \ ~ `\� 8" i �'\/ 8" CMU GROUTED @ 24" O.C. / W/(1) #5 IN GROUTED CELLS & DUR-O-WALL EVERY COURSE �UCJ� WATERPROOFING MEMBRANE OVER PARGE COAT CRUSHED - STONE ). CODU � ' , (D0. C�' C) ) �GU1 Oo� 10��( nw�� nnn CL: ; 0�8- o°C�� �1n��` 0 (3) #5 BARS 2'-6" TYP. *1'-3" @ SEC 5, l'-O" @ SEC 10 SECTION OS-6 SCALE: 3/4" = l'-0" #1  DRAINAGE STONE MIXED. PROVIDE 4"0 RIGID PVC DRAIN TILE NOT FLEXIBLE CORRIGATED PIPE I m I I p A IVI ENGINEERING 109 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: ry- 77-2119 .� efi E. qos O� Q��� SS10�� W 0 W Of � Z °O U) ()f O W O ig N C� in Z W m co rn U co CV REV DESCRIPTION DATE 0 CD 2/29/08 TITLE: SECTIONS & DETAILS DRAWN BY: YB CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: 0 ON 70 , a,rJu��uuurLrL3pr NJ 5 BY THIS CERTIFICATE F COMPLIANCE THE 5 5 o co 5 5 NEW YORK BOARD OF FIRE UNDER-R:ITER;S '__ 5 5� 5 BUREAU OF ELECTRICITY 5 5 j 40 FULTON STREET — NEW YORK, NY 10.038 JAN 22 2009 j CERTIFIES THAT TOWm OF i;, . 51 CODE ENFOIlCE.NiENT J j Upon the application of upon premises owned by j 5 j TIMOTHY HAYES SUSAN / NATHANIEL PERRI / GREENSP 5 7 726 FIVE MILE DR 429 BOSTWICK RD I ITHACA, NY 14850 ITHACA, NY 14850 j jLocated at 429 BOSTWICK RD ITHACA, NY 14850 j jApplication Number: 4010431 Certificate Number: 4010431 ,, , j Section: Block: Lot: Building Permit:* BDC: S263 E Residential U S Described' as a occupancy, wherein the premises electrical system consisting of j CCJ, electrical devices and wiring, described below, located in/on the premises at: j h Basement, First Floor, Second. Floor, Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed j 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard j 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other j 5 authority having jurisdiction, and found to be in compliance therewith on the20th - Day of • January, 2009. r� Name Alarm and emergency equipment Sensor Sensor Appliances and Accessories Electrical Heat Unit Furnace Service Service Disconnect: Servicel Phase3w Service Rating 100Amperes Wiring And Devices AFCI Dimmer Fixture Fixture Outlet Paddle Fan Receptacle Receptacle TY Rate Rating 1 0 0 6 0 0 Circuits Type CarMon/Smoke Smoke 1 0 1 0 Gas 1 100 MCB 5 0 3 0 120 V 4 0 Fluorescent 29 0 Incandescent 40 0 Fixture Continued on Next Page 0 Dryer 0 GFCI seal I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 708n -10 PcPt13rL3r3rL3FLPcJuralur4loomrAEuc4luuuUurjIEur4 E!Juj Ir:Irjluis 5 e ��, � 5 5 BY THIS CERTIFICATE OF COMPLIANCE-THE� ,-�5 5 NEW YORK BOARD OF FIRE UNDERWRITERS, S 5 2 200 5 BUREAU OF ELECTRICITY �j 40 FULTON STREET NEW YORK, NY 10038 -J 5 TOWNOt"titttr.t,R L Cj ENFORCEM�NT J 5 CERTIFIES THAT I COaE 5 , 5 S 5 5 Upon the application of upon premises owned by ON 5 5 5 TIMOTHY HAYES SUSAN / NATHANIEL PERRI / GREENSP 5 726 FIVE MILE DR 429 BOSTWICK RD j S ITHACA, NY 14850 ITHACA, NY 14850 ;] 5 5 Cj Located at 429 BOSTWICK RD ITHACA, NY 14850 U 5 j Application Number: 4010431 Certificate Number: 4010431 � 5 Section: Block: Lot: Building Permit:" BDC: S263 0 Residential Described as a occupancy, wherein the premises electrical system consisting of 0 j electrical devices and wiring, described below, located in/on the premises at: 3 Basement, First Floor, Second Floor, Outside, j 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed j herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated b the State of New York Department of State Code Enfor e ent and Ad ninistra RCI p g y p �otn� January,b��.' or other I authority having jurisdiction, and found to be in compliance therewith on the Day of Name THY Rate Ratinjz Circuits Tvpe Receptacle 40 0 Gen, Purpose 5 Ri Switch 2 0 Up to 240 V Motor Control CI Switch 33 0 Gen, Purpose 5 5 51 5 5 5 5 5 5 5 5 5 S 5 5 5 5 5 5 5 S 5 sea/ 5 2 of 2 5 5 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 0 ncPcPcPcPrJvvvurJ0000r4PrPLPcI3PLrLLPLPLLP000MMJaPLPL �I:PLPrJ�LPurJurJrJrJuriPLPcPLfflPLPLPrr PLfflPLPr PLffl LPLPLcJQLpLfO h . ,r<- i� , _ ' 'J"J ' `"5' d: l.t ,r. ^jII ; xr `T":'.I I ,<-r�i `k_ v.4 _ fir_, n -.,- Y.I __- ___ .-ut, _ _ .. _ . x•-,. 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"III a . ` IT I L a -f '• `' v: a .w r i1. ae' I, -,i,. ` r ,�' �2" t III ILL4-..,.-h. v'- 'v-^�i.Elak s.*+YAdi +4_ ,-I.? s . `'v ,."b:.ii.x.$......_ - n _:E .,-__a.i-,_....Jr'.: ;.c:..N�A.. w.di :::.s �. a ,.,x.e_.d`.8,:._' :° _ .vu 3r,:s``.i.... ..+.•.'}! s'3.."...,.tr,'.' �a,. :, _ �,y ,z'' ... .. _...-v.. 4�.Y.,.u:y •1a 02/.08/2004 22:56 FAX co , Natural Insulation : a i Name I Address Greenspun, Nathan 429 Bostwick Rd. Ithaca, NY 14850 n �-, � r (�E- pecificeti JAN 2 2 2009 DD TOWN OF ITHACA CODE ENFOgCEMENT Project I 1�j041f041 on & Certification Date Estimate 9/29/2008 2008-395 Item Description BB50) 3" Wall - 2x6 studs Sgft of walls to insulate with 4" average thickness o'f aio&uod 501 Insulation (3" excocds performance of R.19 Fiberglass) 2x6 studs BB501 3" Wall - 2x6 studs Sqft of walls to insulate with 4" average thickness of Bio8ased 501 Insulation (3";xceeds pertormancc o'fR-19 Fibergiass) 2x6 studs - - - CHANGE ORDER September 22, 2009 > Addcd 228'BB501 3" Wall - 2x6 studs per customer rcgnen-t on site Sales Tax iWrwwcole.x'r m' , Sgft or Unit 1,862A 228 1921 Cordon Blew Drive. Ph: (585)624-2499- 'Ionia, NY 14475' Fax; (585)'502-4181 Design health ay. Build-Na ttizal. i B/OBASEL7 S YS TEMS 1 1315 N. 13th Street Rogers, AR 72756 Phone: (800) 803-5189 Fax: (479) 636-5810 JAN 22 2009 mail .-infoObiobased; netI Website��wvt!w biobased�net Product Specification - BioBased 501 Spray Foam A. Product BioBased 501 (0.5 Ib/ft3 spray foam polyurethane semi -open celled insulation) B., Manufacturer The chemical components are manufactured by BioBased Systems, LLC. C. Product Description BioBased 501 spray foam insulation is a two-part, soy -based product installed by Certified Dealers using custom designed application equipment. When installed, BioBased 501 expands to completely fill all voids to effectively seal against air infiltration —often the major source of heat/cooling loss. BioBased 501 also provides superior acoustical and thermal performance when compared to other insulation products. While offering superior performance in conventional construction, it is especially effective in steel -framed structures, older homes and metal buildings. BioBased 501 is applied by spraying liquid chemical components onto open wall, ceiling, and floor surfaces; or into wall and other cavities. When applied, the components quickly expand to make a foam layer of millions of air pockets —covering surfaces and filling cracks and voids. The foam adheres to almost all surfaces, and when cured can be trimmed off to provide a surface that is ready for drywall or other finishing. D. Foam Physical Properties (ICC Acceptance Criteria) International Code Council (ICC) Acceptance Criteria (AC12) Testing Requirements for Non -Structural Foam Thermal Resistance at 75°F (24°C) mean temperature: • ASTM C518 Core Density: • ASTM D1622 Closed cell content: • ASTM 2856 Tensile Strength: • ASTM D1623 Dimensional Stability: • ^ASTM D2126 With a minimum closed cell content of 90%. With a closed cell content of less than 90% Surface Burning Characteristics: • International Building Code (IBC) ASTM E84 Required Test Results As reported 0.5 -1.0 Ibf/ft3 (pounds per cubic foot) As reported 5 Ibf/in2 minimum (pounds per square inch) 3 Ibf/in2 minimum (pounds per square inch) 15% maximum total change 75 or less flamespread index 450 or less smoke developed index BBS 501 Test Results 3.83 R (resistivity) per inch of thickness 0.5 Ibf/ft3 15.5% n/a 3.2 Ibf/in2 minimum -2.8% <25 flamespread index <450 smoke developed index BioBased 501 has met or exceeded all evaluation criteria for ICC (International Code Council) approval as a building insulation. Its ICC approval number is ESR-1383, and is in full compliance with the following codes: • 2003 International Building Code (I BC) • 2003 International Residential Code (IRC) • ''1 1997 Uniform Building Code@ (UBC) 2007.11.15 PTC ©2006 BioBased Systems, LLC B/OBA5E0 i s rsren�s i 'E.' Additional Testing (OXYGEN INDEX • Test Standard .......................................... ASTM D2863 • Oxygen Index......................................................23.5% AIR PERMEABILITY • Test Standard ............................................ ASTM E283 • Unit of measure ........................liters / second / meter2 • Test at 3.25" and 75 Pa pressure ..........................<0.02 • Test at 5.25" and 75 Pa pressure ..........................<0.02 WATER PERMEABILITY • Test Standard .............................................. ASTM E96 • Test at 3.5" thickness.....................................16 perms • Test at 5.5" thickness.....................................10 perms RESISTANCE TO THE GROWTH OF FUNGI • Test Standard .......................................... ASTM C1338 Test Result ............................ pass —no growth of fungi E.' Containers A set of chemicals for BioBased 501 spray foam insulation consists of the following: • one (1) 55 gallon drum of `A' component • one (1) 55 gallon drum of `B' component The shipping weight for each set is 1032 Ibs (468 kg) F. Storage For both 'A' and 'B' components — store between 600 and 90OF (160 and 320C). u II G.' Installation BioBased 501 is installed by certified technicians that specialize in the installation of soy -based spray foam. iApplication of the product can generally occur independent of environmental conditions —it can be 'installed in hot, humid, or freezing conditions —and ili surface preparation is generally not necessary. Once BioBased 501 has been sprayed, curing takes only a ifew seconds. The above data should only be used as a guide since the actual foam properties are influenced by the efficiency of the spray gun, component temperatures, foam V thicknesses, and amibient conditions. While the above technical information is ':based on results of actual tests conducted by BioBased Systems LLC, it should only be used as a guideline for typical chemical and physical properties. The usermust test and qualify the product. Final determination of suitability is the responsibility of the user. BioBased Systems warrants that the physical properties of BioBased 501 meet or exceed the numbers listed in the technical data, and that they have been verified through testing by independent laboratories. Further testing and product development is ongoing and those results will be listed in the most current it specification literature. H. Installation Specifications • Pressure..................................1100 psi ±200 psi (76 bar ±14 bar) • Drum temperatures ............................. 80OF ±5°F (27°C ±3°C) • Temperature of block heaters and hose ............................. 120°F ±15°F (49°C ±8°C) Complete, thorough, and accurate recirculation of the components prior to spraying is critical for good foam and high yields. Contact BioBased Systems for a list of approved recirculation equipment. Please contact BioBased Systems for building science (application) information. I. Warranty BioBased Systems warrants that BioBased 501 spray foam insulation, when installed according to BioBased Systems certified installation instructions and by a BioBased Systems Certified Dealer, will perform as indicated in the current product specification sheet. J. Technical Support BioBased Systems Certified Dealers and BioBased Systems, LLC both provide information for technical and regulatory issues. Architectural specifications in CSI three-part format are available upon request. K. Disclaimers BioBased Systems, LLC does not endorse open combustion appliances located in atticspaces. BioBased 501 must be separated from living areas by a 15 minute thermal barrier. For proper use of this insulating material, refer to BioBased Systems application information and any of the following codes or guides: ICC, International Building Code, Section 2603 ICC, International Building Code, Section R314 API publication AX-230: Fire and Safety Guidelines for Use of Rigid Polyurethane and Polyisocyanurate Foam Insulation in Building Construction. eSjZitF1Z0 DE,gLC� R o 7. FpAM ttd6O- ..p' 2007.11.15 PTC ©2006 BioBased Systems, LLC Page l of 1 Steven Williams From: Steve Williams [SWilliams@town.ithaca.ny.us] Sent: Friday, January 16, 2009 4:27 PM To:, 'meandjuge@hotmail.com' Subject: Needed for final inspection - 429 Bostwick Rd Nathaniel, In II�going through the building permit file the following items are outstanding: 1. Foam was used for the exterior wall insulation. During my inspection on October 23, 20081 requested a certification from the foam installer that indicates the "R" value of the foam per inch and the finished depth of the foam installed in your house. This certificate must be on company letterhead and be signed by the installer. 2. The interior finish (walls, ceiling and floor) must have a flame spread classification of not greater than 200 and a smoke -developed index of not greater than 450. 1:3. :'The electrical system must have been inspected and approved by the New York Board of Fire Underwriters. All electrical cover plates must be in place. 5. All plumbing fixtures must be in place, caulked and operational and all countertops must be in place. 6. , All smoke detectors must be in place and operational (in each bedroom, outside of the sleeping area and on each habitable level in the house). ' 7. All handrails must be in place along the stairways and the staircase must be completed so there are no open risers that would allow the passage of a 4-inch diameter sphere. 8. Any framing changes made since October 23, 2008 must be reflected in revised construction documents that have been signed and stamped by the design professional of record. 1,9. Depth gauges must be in place in the attic so that I can verify the depth of the blown -in cellulose that was installed. The attic insulation has never been inspected. Please contact me if you have any questions or need additional information. Steven Williams - Code Enforcement Officer Town of Ithaca 21�5 N. Tioga Street Ith1aca, NY 14850 off: 607-273-1783 fax: 607-273-1704 1 /16/2009 '4 i - t-1Cn FrCti�''I WC-U, LAB W-A TL Y-L • 3�� raoc� L ��t i 31y 3)y z wivrv.. IrGLOZ;= VAN r- VA1J� WEi t. TFE Vl�tti� E Roa c' , i pp , APR ap 7 .aj;s1�^ i ve%QT 4C�cCHC�4 v�rP.rr L PV WVr� I , vENT 3X I'/Z w It ` V gU: .v..._.,_....�,.._s...�a.�.. _-�, 3Y ROOT L'' l�u 0 REScheck Software Version 4.1.3 Compliance Certificate Project Title: Juge Greenspun Report Date: 03/31/08 Data filename: C:\Documents and Settings\Taitem\Desktop\yossi\Personal\Juge\Juge.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Tompkins County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non -Electric Glazing Area Percentage: 14% Heating Degree Days: 7273 Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 24" o .c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Solid Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Crawl 1: Masonry Block with Empty Cells Wall height: 6.7' Depth below grade: 5.7' Insulation depth: 0.0' Inside below -grade depth: 5.3' Boiler 1: Other (Except Gas -Fired Steam)80 AFUE The proposed building represented in this document is consistent with with this permit application. The proposed systems have been design Code requirements. When a Registered Design Professional has st knowledge, belief, and professional judgment, such plans or specif a Name - Title I ion t• � r kS � APR - 1 2008 ` 'r Designer/Contractor: Javier Rosa Taitem Engineering 109 S. Albany St Ithaca, NY 14850 607.277.1118 jerosa@taitem.com 770 40.0 0.0 1940 19.0 4.0 224 47 40 770 16.0 0.0 81 0.0 0.0 fli M 0.330 0.330 0.400 22 81 74 16 16 42 19 ,ns, and other calculations submitted Energy Conservation Construction y are attesting that to the best of his/her Code. �///(qg Date/ / Project Title: Juge Greenspun Report date: 03/31/08 it Data filename: C:\Documents anti — . . . 1 1 I. / D / F N tar _Un OUT, I IV , ITHACA,N C� 6'-3 3/4„ U 3 —11 1/2u 7,-2,, 8-11 1/2 r '-8 2" 15 e t1_7 00 OFFICE. i. Lo BATHROOM -. �• t it f 143 n — — TOWEL & `o 5'— 17' ,,1/4„ 1 /4 110 15�� LINENS I PANTRY . HUTCH7 I 1 =' RADIANT ZONE I I REFER TO S-2' FOR I M MU CONCRETE THICKNESS POST REFER TO S-3 a 1 - ;c, LIVING ROOM a J 310 SF I H TCH TO ROOT CELAR BROOM "� 1f CLOSETI `i KITCHEN r. C7� €€yptaw 00 - 11'87 SF I Q s 7WkIDGE 4„ ` , 13 —0 3/ se " 18'-5 3/4 _a„ y I Q ° CA�'.I"wE�1�_ €.ItiVl 1 CABINET 1 _ -COUNTER 1DW 1Q'-11 3/4 Jf€- I _ .+ 1 1 r 6'-0 3/4 r a I 04 15'— .1/4+ irlhw` 00 a+c STUDIO 51' i 145 SF 12 —9 1 % -,✓ i A Ile '' L 8'-9 1 /4" ✓ 6IV LK IN CLOSET , It . "I ORGOM 145 SF 128 - ROOM I MASTER BEDCLOSET n� i 050 SF r 70 $ ,. i O ! ss jo - - 4 1-6 SEAT} -' `:. . 101NVIUamIaLeft LPT14 LPT20 LPT36 LPT52 LPT86 A LPT119 IB I a � ir_ C I 16 Lt. Ai MAY 8 2008 ►.. Y , B OF ITHi --, A 5.5 -9 62. LMT20 LMT36 LMT52 LMT86 \J C -►I 9.3 LPT7aL E LPT2 4-- B LMT20H L. I E C B Tank Capacity Drawdown In Gallons Prechg. Dimensions in Inches Dinection Connecti Weight Model in Gallons 20-40 PSI 30-50 PSI 40-60 PSI Pure A B C D E In Pounds LPT2 2 0.7 0.6 - 20 PSI 12-9/16 ---. 8-3/8 --- 3/4 NPTM 5.0 LPT5 5 1.6 1.4 -- 20 PSI 14-3/4 --- 11-3/8 --- 314 NPTM 9.0 LPT7 7 2.5. 2.1 --- 20 PSI 21-1/8 --- 11-3/8 314 NPTM 14.0 LPT14 14 5.2 4.3 3.7 38 PSI 24-3/4 2-1/4 . 15-3/8 --- 1" NPTF 25.5 LPT20 20' 7.4 6.2 5.4 38 PSI 32-3/4 2-1/4 15-3/8 --- 1" NPTF 30.0 LPT36 36 13.3 .11.1 9.7 38 PSI 32-3/8 2-1/4 20 --- 1" NPTF 43.5 LPT52 52 19.2 16.1 14 38 PSI 38-5/8 2-1/4: 23-3/8 --- 1A/4" NPTF 75.0 I LPT86 86 31.8 26.7 23.2 38 PSI 58-3/4 2-1/4 23-3/8 --- 1-1/4" NPTF 103.0 1 LPT119 119 44 37 32 38 PSI 61-1/4 2-1/2 26 --- 1-1/4" NPTF 164.0 1 LPT7H 7 2.5 2.1 - 20 PSI ' 12-1/2 21-1/8 11-3/6 12-1/2 3/4 NPTM 14.5 LPT20H 20 7.4 6.2 5.4 38 PSI 17-3/8 27-1/8 15-3/8 14 1" NPTF 29.0 LMT20 20 7.4 6.2 5.4 . 27 PSI 32-3/4 2-1/4 15-3/8 --- 1" NPTF 33.0 LMT36 36 13.3 11.1 9.7 27 PSI 32-3/8 2-1/4 20 --- 1" NPTF 47.5 LMT52 52 19.2 16.1 14 .27 PSI 38-5/8 2-1/4 23-3/8 --- 171/4" NPTF 79.5 LMT86 86 31.8 26.7 23.2 27 PSI 58-3/4 2-1/4 23-3/8 --- 1-1/4" NPTF 108.0 1 LMT20H 20 7.4 6.2 5.4 27 PSI 17-1/2- 31-3/8 15-3/8 14 1" NPTF 33.5 Piping Draining for servicing or for Winter PVC pipe is shown in the illustrations, but copper or galvanized steel pipe may be used if desired. All piping must.be clean and free of all foreign matter. ALL JOINTS AND CONNECTIONS IN THE SYSTEM MUST BE AIRTIGHT. A pin -hole leak will prevent proper operation of system (this is the most common problem). Use thread compound on all threads unless specified otherwise: The system should be drained before it is disconnected for servicing, or if it is inoperative for an extended period of time, or if it is in danger of freezing. To Drain: • Follow the instructions in your pump installation manual to drain the PUMP. • Open tank drain cock to drain tank. • Drain all piping to a point 3 feet below ground level. 5 1 Instructions Water 7I��� , 11�b.C: - 2 Wire Plus Ground 00, WS201, WS2657, WS202, WS2031 WS2254 rsible Well Pump - MATERIALS NEEDED checked against the actual electrical + A CAUTION Using the . Electrical cable Hose clamps Splice Kit Pipe Fittings supply. Check your power source, Check electrical supply for correct submersible pump uto clean the well will void the warranty. 1-1/4" Schedule 80 1-1/4" Check Valve fusing, wire size, and adequate INSIDE DIAMETER OF THE WELL _ pipe grounding and transformer size. The well casing must be 4" inside Ground wire Pressure Tank CONTROL BOX diameter or larger. The well should be This two wire submersible pump does straight so the pump is not damaged TOOLS NEEDED not require a control box. during installation. _ I Hacksaw Ohmmeter Screwdriver Propane torch INSTALLATION DEPTH I Pliers Plastic tape Determine the maximum depth of the well and the drawdown level at the I Hammer. Knife or Round file - 12 Pipe wrenches 1400' Cord 2 Wire Plus Ground`. pump's maximum capacity. _ Wire cutters Ismail weiqht No Control Box To Determine your Well Depth Tie a small, heavy weight to the end of Mire strippers ITripod Required a cord (make sure the cord is at least +Adjustable wrench Pipe clamps and (pulley r 350 ft. long). Lower this weight into the L (medium - large) well until it reaches the bottom. c� Figure 2 Take up any slack and mark the string. n UnoaCking When unpacking the unit, inspect CONDITION OF THE,WATER � at round level. Pull the strip from g g the well and measure from the weight . carefully for any damage that may have This pump is designed to pump cold groundwater that does not contain air to our mark. This is the de th of our. y p y occurred during transit. or gases. If the ground water is not cold well. Subtract 10 ft. from your well. depth. ' Before you Beain (86°F/300C) or contains air or gases, you See chart A to'be sure your new pump i To save possible added expense and can expect less performance and shorter rated for this depth. extra trips, observe and complete as pump life. Drawdown'is the lowest water level in many of the following precautions and CONDITION OF THE WELL the well after the pump is turned on. If pre -installation procedures as possible . The well should not contain sand and you knoW'the drawdown, the pumppi _ before beginning the installation, it should enough water flow to supply be set 20 feet, below this level. Howevei Li IMPORTANT PRECAUTIONS the pump. Clean out any sand or other the bottom of the motor should be a ai cc ELECTRICAL SUPPLY foreign matter with a test pump before,,.,.,,, least ten feet from the top of the well frn The motor voltage and phase indicated installing your new submersible pump. screen (See Figure 3). on the motor nameplate should be PUMP SIZE PERFORMANCE CHART A Pumping Depth in Feet - Capacities in Gallons per Minute at 40 PSI (Pressure per square inch) Model;' HP GPM ' 40 60 100 125 150 175 I206 250 300 350 WS200 1�1/2 HP, 10 GPM 120 11.5'10.6 9.5 180 8.7 7.3 6.0 4.0 WS201 1112 HP 10 GPM 111.5 110.6 9.5 18.7 17.3 6.0 4.0 1 ' WS2057 11/2 HP 16 GPM 111.2 110.3 19.3 18.6 17.7 16.3 14.5 12.0 I I I J WS202 1314 HP 10 GPM 13.1 113.8 112.5 112.0 111.4 110.8 110.0 19.2 18.3 16.9 14.1 + I WS203 I 1 HP 110 GPM 113.4 112.9 112.5 112.0 111.6 111.0 110.0 19.5 17.8 15.9 13.5 1 WS2254 11 HP 126 GPM 127.9 124.9 122.9 118.9 114.9 14.9 1 I I I NOTE: Pump capacity in GPM should equal the total number of water fixtures in the home. If you have 3 bathroom fixtures'x 2 bathrooms, plus 3 fixtures in the kitchen and 1 outside fixture, the total fixture count is 10. Your pump should provide 10 GPM per the chart above. Typical 3 - 4 bedroom homes require 8 -12 GPM. Toll Free Help Line: 1-800-345-9422 HEALTH Your Partner for a Healthy Community. Environmental Health Division 401 Harris B. Dates Drive, Ithaca, NY 14850 (607) 274-6688; Fax (607) 274-6695 CERTIFICATE OF COMPLETION OF SEWAGE TREATMENT SYSTEM Date: 04/09/2008 i Owner's Name: SUSAN PERRI & NATHANIEL GREENSPUN Property Location: BOSTWICK RD (Town) (Village) (City): Town Of (6) Ithaca Tax Map Number: 32.-2-3.22 Design Basis: 225 gallons per day Equivalent to: 3 bedrooms Construction Type: New Sewage System D o. dL APR 1 4 M TOWN OF ITHACA BUILDING/ZONING The individual onsite sewage treatment system installed at the above noted premises has been constructed in general conformity with the requirements of the Tompkins County Health Department and as described on the Permit to Construct a Sewage Treatment System. Slg4ee I P CC: Ithaca, Town Of (6) CEO To help extend the useful life of your sewage treatment system, the septic tank should be pumped every 2 to 4 years depending upon the amount of solids such as greases, soap scum, toilet wastes, and other solid materials discharged to the tank. When combined depth of sludge and scum in the tank equals or exceeds 1/4 of the total liquid depth, pumping is necessary. Checking the scum and sludge depth should be performed by a professional or someone familiar with septic tanks. Tanks are best pumped in the spring or summer as they adjust more readily in warm weather. Inlet and outlet baffles in the tank should be checked at the time of pumping. A list of authorized pumpers may be obtained from the Health Department. It will be to your advantage to insist on a fixed cost for pumping or at least to obtain a definite maximum estimate before engaging a septic tank pumper. Normal use of household detergents and chemicals will not harm your system. Do not discard non -household substances into your system, such as motor oil, antifreeze, etc. This is illegal, will contaminate ground water and will ruin your system. Contact the Tompkins County Solid Waste Division for information on discarding or recycling toxic chemicals not intended for your sewage system. If repairs or replacement of the system become necessary, a new permit from the Health Department will be required. If triangulation distances to the septic tank and distributions boxes could be obtained, they will be noted on the back of this sheet. These measurements will help find the tank pumping, and the distribution box should the system need troubleshooting in the event of failure or poor performance. CompCertXl. rpt i O 9 E- v TOWN OF ITHACA 18 21 215 North Tioga Street, Ithaca, N.Y. 14850 �W°¢ www.town.ithaca.ny.us TOWN CLERK 273-1721 HIGHWAY (Roads, Parks, Trails, Water &Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 BUILDING AND ZONING 273-1783 FAX (607) 273-1704 March 31, 2008 Susan Perri & Nathaniel Greenspun 601 N. Tioga Street Ithaca, NY 14850 -RE: Buildinv Permit Application Dear Susan Perri & Nathaniel Greenspun: I have completed a review of the plans submitted to obtain a building permit. In evaluating your plan using the Residential Code of New York and the Town of Ithaca Code I have found that the following information is either deficient or missing and must be provided before a building permit can be issued. 1) One of the bedrooms on the second floor, shown on sheet A-2, does not have an egress window as required in Section 310 of the Residential Code of New York. At least one egress window must be provided in each sleeping room. 2) You supplied information from the Tompkins County Health Department that indicates that a well and septic system will be installed on the site, however, there was no plumbing information provided in the plans. Because the Town of Ithaca Code Enforcement Officer must do the plumbing inspection for this project all plumbing information must be part of the building permit plan. Your plumbing plans must at a minimum include the depth of the trench from the well and septic tank to the structure; a schematic of the house interior plumbing; and the size of the vent pipe plus the number of fixtures that will be attached to it. 3) There was no electrical information provided in the plan. At a minimum your plan must include the location of all stairway lighting, smoke detector placement and size and type of exterior lighting planned. The exterior lighting requirement is because the Town has a local lighting law that limits exterior light fixtures to 60-watts or shielded units. 4) The plan calls for a root cellar as part of the foundation, however, there was no information on the first floor framing plan indicating how the access to the root cellar will be designed. This is a critical design feature because the plan is for an open span structure and the house will be raised above the ground several inches. 5) The Uniform Fire Prevention and Building Code of New York require compliance with the Energy Code for all new construction and additions. Your plan did not include an Energy Conservation plan in the form of a ResCheck or Prescriptive Method worksheet. You can find the guidance information for =compliance with the -Energy -Code -of -New York -by -visiting -the website www.dos.state.nv.us/code/eneravcode/nvenerLvcode.htm or from our office. 6) There is neither a note on the plan nor a cross-section showing the rise and run of the stairway leading to the second story. Section 311 of the Residential Code requires that the stairway, handrail and any required guards meet minimum standards. The only way to verify that these minimum standards will be met is for the information to be clearly indicated on the plan. Once this information has been submitted and reviewed your building permit will be issued, should you have any questions, please feel free to call me. Sincerely yours, Steven Williams Code Enforcement Officer cc: Herb Engman — Town Supervisor Form # 1 Residential Code of New York PLAN REVIEW ?trtr'i f Owner: AN Ort&AS�UtA Reviewed by: Location: `T Z9 S iC lF` KJ Date: 3 % - �ZO aS( Building Type: (t� One Family () Two Family ( ) Townhouse Type of Work: ( ) Existing Building q) New Construction Table R301.2 (1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Ground Wind Seismic SUBJECT TO DAMAGE FROM Winter Ice Shield Flood Air Snow Speed Design Design Underlayment Hazards Freezing Load (MPH) Category Weathering Frost Termite Decay Temp Required Index Depth Plan Review Form #1 applies to ALL buildings regulated by the Residential Code of New York. Forms #2, 3W,3M and 3S are specific to the type of construction material used for the structural components of the building. Form #4 is for use with ALL ROOF COVERINGS. Check off each applicable form that was used: [ ] Form #1 PLAN REVIEW FORM - MASTER [ ] Form #2 PLAN REVIEW FORM - FOUNDATIONS [ ] Form #3W PLAN REVIEW FORM - WOOD FRAME CONSTRUCTION ( ] Form #3S PLAN REVIEW FORM - STEEL FRAME CONSTRUCTION [ ] Form #3M PLAN REVIEW FORM - MASONRY OR CONCRETE CONSTRUCTION [ ] Form #4 PLAN REVIEW FORM - ROOF COVERINGS Form #1 (12/27/06) Date Complete (Initial) Page ] of 8 D ITEM CODE SECTION REQUIRED ACTUAL 1 NYRC Limitation R101.2 Detached 1- or 2- Family Townhouses 3story, separate egress State Agency regulation R101.2.1 Community residence Hospice Conversion to B&B AJ701 2 Building Height Specific limitations based Number of Stories on material Wood Tab R602.3(5) 2x6 allows 3 stories Steel R505.1.1 2 stories max ICF Foundations R404.4.1 2 stories max 3 Design and Load Limitations Tab R301.2(1) Checklist pg. 1 Wind R301.2.1 110 MPH Seismic R301.2.2 Category D1 Snow R301.2.3 Over 70 psf ground snow Live Load Tab R301.5 4 Location on Lot R302 > 3' from lot line - (1 hr.) 5 Light and Ventilation R303 Habitable Light R303.1 8% of floor area Habitable Ventilation R303.1 4% of floor area Stairway Illumination R303.4 Artificial light req'd Complete the following worksheet to verify light and ventilation requirements Form #1 (12/27/06) Page 2 of 8 i ,I Room Floor Area (Floor) (Square Feet) G- �arrA SU ITEM 6 a Room Area Habitable room Other rooms Ceiling Height Habitable j Other rooms 7 Glazing Safety Glazing Locations Skylights/Sloped Glazing 8 Garage - Attached i i 1 9 Emergency Escape and Rescue I Openings Minimum Opening Area Opening Height Opening Width i Form #1 (12/27/06) I Light Light Ventilation Ventilation (Required) (Actual) (Required) (Actual) 1q,6q, �-C 9 G, I -L 6 CODE SECTION REQUIRED ACTUAL R304.1 Min. 120 SF ( 1 room) R304.2 70 SF other rooms ��►`, R304.3 7' min. dimension R305.1 7'-6" in. min. (Ao.,JoAc—, 7' min. R308 A�up I _ R308.4 ^� R308.6 R309 R309.1 3/4 hr. self -closing door R309.2.1 3/4 hr. wall '" ^' JA Exception One layer 5/8" type X R309.2.2 One layer 5/8" type X R310 R310.1.1 5.7sgft/5.0sgft R310.1.2 24 in (Net Clear) R310.1.3 20 in (Net Clear) Page 3 of 8 U ITEM CODE SECTION REQUIRED ACTUAL 10 Exits Doors R311.4.1 Min. 1 per dwelling unit Door type and size R311.4.2 3 ft / 6 ft 8 in side -hinged Landing R311.4.3 11 Stairs Under stair protection R311.2.2 %" gyp. If enclosed Width - Minimum R311.5.1 36 in. Headroom R311.5.2 6 ft. 8 in. height M)'5is Ng Tread depth R311.5.3 9 in. ti✓��r bra Riser Height 8 114 in Landing R311.5.4 Spiral R311.5.8.1 NP as only mean of egress from a story 12 Handrails/Railings When Required R311.5.6 4 or more risers Height R311.5.6.1 Min 34 in./ Max 38 in. Continuity R311.5.6.2 Guards R312 Where Required R312.1 Surfaces raised 30" Height Min. 36" Openings limitation R312.2 4" sphere 6" triangle exception 4 318" stair exception 13 Smoke Alarms R313.1 Inside, outside, and each level. Interconnected and hard wired Automatic Sprinkler Systems R313.3 3 stories CO alarms required R313.4 If CO source exists Locations -Story with sleeping Story with CO source 14 Foam Plastic Insulation R314 Form #1 (12/27/06) Page 4 of 8 4 ITEM CODE SECTION REQUIRED 15 Wall and Ceiling Finishes Flame Spread Classification R315.1 not greater than 200 Interior Coverings R702 Tables Based on material used Plaster R702.1(1) to (3) Gypsum R702.3.5 Exterior siding R703 Based on material used Coverings Tables R703.4 and R703.5.2 16 Dwelling Separation R317 Two-family - Required R317.1 1 hr min Sprinkler Exception Y. Fir min I Townhobses, separate bldgs. R317.2 Exterior wall Each 1 hr min Exception: Common Wall 2 hr min Parapet Walls R317.2.2 and 1 hr min R317.2.3 Structural R321.2.4 Independent 17 Protection of the Structure Decay and rotting R319 Termites R320 9 Exterior Windows and R613 Glass Doors Performance R613.2 Testing/Labeling R613.3 Wind-borne Debris R613.4 Same Req. R613.6 (613.4 all glazing) (613.6 mullioned glass) Anchorage R613.5 Mullions R613.6 18 Fireplaces and Stoves Chapter 10 Masonry Fireplaces R1003 Factory -Built Fireplaces R1004 Exterior Air Supply R1005 Form #1 (12/27/06) ACTUAL F Page 5 of 8 0 ITEM CODE SECTION REQUIRED J ACTUAL 19 Chimneys and Gas Vents Chapters 10, 18, and 24 Masonry Chimneys R1001 Factory -built Chimneys R1002 Draft M 1801.2 Fire Blocking M1801.9 R602.8 _ M1801.11 Multiple -Appliance Venting 20 Plumbing R306, R307 N61 groy2e� Chapt. 25 - 32 Fixtures Required R306 Fixture Spacing R307.1 Figure 307.2 Waste Type/approval R306.3 & P2602 Water Source/approval R306.4 & P2602 Anti -scald Devices P2802.2 21 Electrical Requirements Chapters 33 thru 42 Receptacle Placement E3801.2.1 12 ft. max GFCI and Arc Fault E3802 GFCI 9 locations Arc Fault for bedrooms Switch Locations E3803 1 per habitable room & bathrooms Form #1 (12/27/06) Page 6 of 8 ITEM 22 Energy Compliance Climate Zone Heating Degree Days Building Envelope Fenestration U-factor Skylight U-factor Glazing SHGC Ceiling R-value Wood wall,R-value Floor R-value Basement wall R-value Slab R-value, depth Crawlspace Energy Code alternative CODE SECTION REQUIRED Chapter 11 Table N1101.2 Table N1102.1 ECCNY Chap 4 .60 Not required 10 cont./l3 cavity Ventilate .OR Insulate Res Check compliance Documentation for verification ACTUAL 74 COMMENTS OR QUESTIONS: t4a ,•j J�,0e. BR nf Z rri P{AN ��n! C,� G f! rGSS Wit��Ot�i 1 n� flppe! I U ' �• I 1V c,A Urfl C'11c-MA4iC, Iev ti 5 e IS� I ov r �*'f�'V►i U {Aft S �ou5 C.cs o L4 A r Cj • I S�� r C'�'o SS �e„ ► hn,'� S S 5 r� S . Form #1 (12/27/06) Page 7 of 8 Form# 2 Owner: Reviewed by: Location: Date: Residential Code of New York FOUNDATION PLAN REVIEW -ITEM CODE SECTION ---REQUIRED ACTUAL 1 Foundations R401 Soil Test R401.3 Poor or unkown soil Presumptive Soil Bearing Table R401.4.1 Materials R402 Wood R402.1 Concrete strength Table 402.2 Severe weathering 2 Footings R403 Minimum size R403.1.1 6" thickness 2" projection Minimum Width Table 403.1 Seismic if D1 or D2 R403.1.2 and .3 Depth R403.1.4 Tab 301.21(1) Slope of Footing R403.1.5 Top & bottom level Step Footing Fig R403.1.5 If bottom > 1:10 On or Adjacent to Slopes R403.1.7 Shallow Frost -protected R403.3 Form #2 (12/27/06) Page I of 2 ITEM 3 Foundation Walls Design required? Prescriptive allowed, laterally supported top & bottom CODE SECTION REQUIRED R404 R404.1.3 High groundwater No lateral support Soil class Max wall height Unbalanced backfi)l Plain conic or masonry Tab R404.1.1(1) Reinforced Tab R404.1.1(2)-(4) Wood Foundation R404.2 Drainage R405 Waterproofing, Dampproofing R406 Under -floor Spaces R408 Ventilation R408.1 Concrete Slabs R506 Form #2 (12/27/06) ACTUAL Page 2 of 2 w Form # 3-W Owner: Reviewed by: Location: Date: Residential Code of New York WOOD FRAME CONSTRUCTION PLAN REVIEW ITEM CODE SECTION REQUIRED ACTUAL 1 Wood Floor Framing Section 502 Joist material Chapter 5 Size and spacing Minimum live loads Table 301.5 Sleeping 30 psf Other rooms 40 psf Decks 40 psf Footnote h Attic, fixed stair 30 psf Floor Framing Materials Dimension Lumber 502.1 Species and Grade Pressure treated R319 I -joist, Glue lam Manufact'r Instr'ns Designed system Trusses R502.11 Certificate Floor Joist Spans Sleeping 30 Ibs Table R502.3.1(1) Living areas 40 Ibs Table R502.3.1(2) 10 psf Dead Load Limit R502.3 Girder Spans Tables R502.5.1(1) through R502.5.1(2) Joist Framing Details Min. Bearing R502.6 Min 1 V on wood 3" on conc/masonry Lateral restraint R502.7 Block at ends Joist> 1x12 Bridging @ 8' Drilling/Notching Fig. R502.8 Fasteners R502.9 Table R602.3(1). Floor openings R502.10 Header span > 4' Double header & trimmer Header span > 6' Hangers for header Tail joist > 12' Framing anchor or ledger Floor Sheathing R503 Panel spans Tab R503.2.1.1(1) Form #3W (12/27/06) Page 1 of 4 r ITEM CODE SECTION REQUIRED ACTUAL 2 Wood Wall Framing Section 602 Stud material Chapter 6 Size and spacing Framing Materials Dimension Lumber 602.2 Min #3, stud grade Top plate R602.3.2 Doubled, overlap corners Stagger joints 24" Notching R602.6.1 Strap if 50% cut, or cover with structural panel Bearing Wall Stud Spacing R602.3.1 Up to 10' length Table R602.3(5) �c4.jro rA Over 10' length Table R602.3.1 Interior bearing wall studs R602.4 Same as exterior Fasteners Tables R602.3(1) through R602.3(4) Drilling and Notching R602.6 Headers - Span Tables R602.7 Exterior bearing Tab R502.5(1) Interior bearing Tab R 502.5(2) Box header span Tab R602.7.2 Fig. R602.7.2 Bracing R602.10 Braced Wall Lines R602.10.1 Panels within 12 '/2' Max 4' offset Spacing R602.10.1 Lines 35' O.C. max Braced Wall Panels R602.10.3 Amount Tab 602.10.1 Continuous Sheathing R602.10.5 Method 3 panels Tab R602.10.5 Seismic Design R602.11 Seismic D1 Wall sheathing Structural panels Tab R602.3(3) Form OW (12/27/06) Page12 of 4 ITEM 3 Fireblocking Required for Concealed Locations Fireblocking Materials Solid blocking Panels, min. thickness Batts, blankets Chimney fireblocking Fireplace fireblocking ITEM 4 Roof/Ceiling Framing Chapter 8 Design and construction Prescriptive Designed Truss construction Framing Details Ridge support Joist/Rafter connection Ceiling joists connection Ceiling joist lapped Min. Bearing Drilling/Notching Lateral restraint Openings Form #3W (12/27/06) CODE SECTION REQUIRED R602.8 1. Wall cavities 1.1. At floor and ceiling 1.2 Horizontally 10' 2. Soffits and drop ceilings 3. Top & bottom of stairs 4. Floor, ceiling penetrations 5. Chimneys see R1001.16 R602.8.1 Nominal 2" Based on material Secured in place R 1001-.-16 ------ ---- -Noncom bustible- R1003.13 CODE SECTION REQUIRED Section 802 Rafter material Size and spacing Joist material Size and spacing Table 301.2(1) Ground snow load R802.2 Fig R606.10(1), (2) and (3) AFPA/NDS and ASCE 7 R802.10 R802.3 Ridge board or gusset Tab R802.5.1(9) R802.3.1 Continuous wall tie R802.3.2 R802.6 Min 1 '/2" on wood 3" on conc/masonry R802.7 R802.8 >2x10 Block at bearing >2x12 Bridging @ 8' R802.9 Header span > 4' Double header & trimmer Header span > 6' Hangers for header Tail joist > 12 Framing anchor or ledger ACTUAL ACTUAL Page 3 of 4 ITEM CODE SECTION I REQUIRED ACTUAL Allowable Ceiling Spans R802.4 Without storage Tab 802.4(1) With limited storage Tab 802.4(2) With fixed stair Tab 502.3.1(1) Allowable Rafter Spans Roof live load Tab 802.5.1(1) Tab 802.5.1(2) 30 lb Snow load Tab 802.5.1(3) Tab 802.5.1(4) 50 lb Snow load Tab 802.5.1(5) Tab 802.5.1(6) 70 lb Snow load Tab 802.5.1(7) Tab 802.5.1(8) Form OW (12/27/06) Page 4 of 4 400 series hilt -Wash Double -Hung Windows ersen®I'�U"A Tilt -Wash Window Opening Specifications Clear Opening in,Full.OpenPosition ;F r ,• y.::,:.:"5) .•tea.+ .�`� i `° " •, -- :.: „ Crack Open g t.;, Yto Top -Of: Inside, M Overall I Unit .) Complete opening specification Unit Clear Opg.,, .: : width I Height• Glass , ;' „ Vent Sash Only. Vent `• SiUfStop' , Area tables for all Cottage style L- Nii. Sq Ft. ,(m2) Inches' imm) Inches (mm) ,Sq. Ft. ( (rri2)' Lineal'Fti( (mm) ", Sq. Ft. '(m2j` Inches (mm) Sq. Ft. ;(m2)' ; and reverse Cottage style 1W2856"; 6.27 (.583) 291%;' 30'/a' (768) 11 i 11.22 {1'.042)' = 18' 9" (5715) 6.30 ,(.585) , I61/Z (418) r16.08' (1,G94) units are available online at andersenwindows.com. -T1428510?F,{ 6.69 (.622) ' 29 t/e"' ,(759), > (759) 32'/; (819) ' 11.97. (1.112)„ 19' 5" (5918) '' 6.71 - (.623j 1 12'/Z' (317) ,'17M (1,580):.; From the home page, •CW2862*A 710 (,660) ',291Ja" `'(759) ' 34'/4" (870) = 12.72, (1:182)''j 20' 1" (6121) ;:,7.13 (.662j,u 8'/z' (215) ' 17.95'' (1.668j." select the following links: PRODUCT INDEX FOR 'tW2872*.•' 8.35 (.776) ;:29"r/a"' - (759). 40'/a° (1022) j 14.98_ •(1.392)'4 22' 1" (6731) j 8.38 • (.779)'j 10'/e"' (260)'•; 20.75 (1.930)I PROFESSIONALS -e *2816*` 8.77 (.814) j,29?/g";,-(759)" 421/4' (1073) 1532�,(1.460), 22'9" (6934) 1,8.80 (817) f 61/e"•(159r#.,21.69,.,;(2.010),;; 400 Series Tilt -Wash 1''TW210210, 3.15 (.293) j 31 z/s" (809)„[ 14 1/,' (362) `; 5.62 (.522)' 13' 11" (4242) `''„3.18., (.295):;3 481/z' (1231) 9:12"'' (.847)_•; Double -Hunt Wtpdo ywit)32, i 3.59 (.334) ; 311/g '," (809),? 161/a" (412) j 6.42, (.596j, i 14' 7" (4445) 3.62 '(336) ; 44'/,' (1130) 10.11- (.939) 'l then click on the For Professionals tab. �1010gQ 4.04 (.375) i 3V/8'-: (809)' 181/4* (463) j 7,231 . (.672)'; 15'3" (4648) 1.4.06 (.377).'i 401/2' (1028) .11;30'.(1.031)_ 3 TW2103A4 4.48 (.416) :,31.1/a:,. , (SD9) 201/a" (514) i';8.03 '.(346) '. 15' 11" (4852) %, If51•: (.419): 361/2' (926) 12.09 (1123), i TW21042r1 4.92 1.457) 31761*,,;:(809)„ 221/," (565) j, 8.84 (.821) 16' 7" (5055) ,,,4.95 ,(A60)'-I 321/2" (825) 13.08,"(1,215)'' ;TW?1fl46:q 5.36 (.498) €317/6',, (809) 24 1/4" (616) j 9.64:, .(.896) i 17'3" (5258) ( 5.39, (.501) 281/z" (723) ; 14.07 (1.307)'? �':TW2i0410,* 5.81 (.540) ° 311/e (809)' 26'/; (666) 10:45'-'-' (.971)' 17' 11' (5461) ? 5:83 :(:542) F 24 1/," (622) `15.05 '(1.396)�j f. TW21052',j 6.25 (.581) 31-7/6",' (809) 281/4" (717) 11'.25 (1.045) 18' 7" (5664) 6,28 J.583)i;l 201/2" (520) 16.04 ,(1.490j !W21056r1 6.69 (.622) .317/8' (809) 301/a" (768) 12.06 '(1.120) 19'3" (5867) [ 6:72 (,62,4) 16 1/," (418) 17.03' (1c587) 3, (Y1la�2f0510 7.14 (.663) r 31?/8" (809)•` 321/e (819) j 12.86:,(1.195)'; 19' 11" (6071) 1 7.16 (.665):,' 121/2" (317) 18.02 `(1.674) •; 1W?.1662tl :... 7.58 ' (.704) 317/a" ' (809) 341/a' (870) !'13.67(1:270), ' 20, 7" (6274) : 7.60 (.706):( 8'/2" (215) ; 19.01„(1.766)'` ,'RN21072"', 8.91 (.828) ` 31 %" ", .(810);; 40 114" (1022) 16.08 (1.492) 22' 7" (6883) ,8.94. (.831)_A 101/a"•' (260)".21.99 „12.040y,-? TW21076* 9.35 (.869) 31 %', (810)r' 42 1/a (1073) i'16.90_: (•1.570)} 23' 3" (7087) (. 9.38--(.872);;( 61/a"*• (159p",22.98" (2:130) •T '?'iNt3Ti21O,,j 3.35 (.311) y,33.1/i, ,'(860)'; 14'/a" (362) 1 6.01_ (.558);• 14' 5" (4394) 1 3:3V,(.314)-',j 481/z" (1231) y •9.63.^ (.895) y TW3032 3.82 (.355) ?'33'/80 (860) ' 161/4" (412) '' 6,87 ' (.638) 15' 1" (4597) 1 3.85 (358); 'i 44 1/z" (1130) 10.67 . (.991j:.; TV3036 ,,j 4.29 (.399) ,-33?/8"?'"'. i8607 181/4" (463) ;' 7.73 (,718) ;: 15' 9" (4801) 4:32 (401).; 40'/z" (1028) ; 11.72 "(1.089) ; :iTW3D314; 4.76 (.442) 1 331/e" ,' (860) •; 20'/a" (514) 1, 8.59j, (398)f� 16' 5" (5004) (.'4.79',(.445),; 361/z (926) 1.12.76 (1,185) (fTW30.2'±j (f¢¢'1W3046*"} 5.23 (.486) 33'ja (860)� 221/4" (565) 9.45 : (.878) ', 17' 1" (5207) ;-5.26 (.489)`l 321/2" (825) "13.81' (1283). # 5.70 (.530) 331/a",� ,(860),: 24 1/," (616) ', 10.31 (.958) 17'9" (5410) f,'5.73', (.532)'? 281/2" (723) 14.85 (1.380);. TW30410�j 6.17 (.573) j 33?/g',. ,"(860) . 26 1/4" (666) } 11:17„,;(1.038), S 18' 5" (5614) 3:;6.20,•:(.576)' „ 24 1/z (622) ; 15.90 (1.477)'-:j ,'IW3652ti 6.64 (.617) j 33,1J8 . (860)• 281/q (717) ? 12.03:z_(1:118) ' 19' 1" (5817) 1 6.67 `(.620) 201/z" (520) _-16.95, ,(1.575) �..TW30561 '1 7.11 (.661) .33 %' (860)'= 301/4" (768) 112.89 (1.198)1'; 19' 9" (6020) r� M4 . (.663).,, 16112" (418) 17.99 T30510k1 7.58 (704) 331/1,";':;,,`(860j 32 1/4" (819) j 1335 (127:7)"-; MY (6223) {, 7;61: (,707):A 121/2" (317) : 19:04< „(1,671) (1.769) t �TW3062-4 8.05 (.748) _ ;:33,,1Jg" ' (860), ` 34 1/," (870) 1 14.61_ (1.357),r' 21' 1" (6426) 1::8.08 1 (.751)'4 8'/Z" (215) '; 20.08 (1.865) [�.TW3OV2* tj 9.47 (.880) ,`33?/s"' (860)" 401/4" (1022) 117.20 (1.598)"= 23' 1" (7036) i 9.50 ,(;882) "i 10'/a"" (260)"1.23.22, (2,160); 2*3f)76*'„( 9.94 (.923) 33 r/�'.., (860) • 421/4" (1073) „18.06 (1.678)xt_ 23' 9" (7239) ,:9.97 , (,926) f 61/4"*- (159r* 24.27, �:(225) ,TW34210A 3.74 (.347) ,'371/8",-. ,'(962) _ 14 1/4" (362) 3;I'6r79' :.(.631)'', 15, 5" (4699) [-'178: (351); i 481/2" (1231) i.10,65t•`(.989) ;1W3432 :. 4.27 (.397) ) 3Tz/s (962) t( 16 1/," (412) I; 7.76' '(.721)';' 16' 1' (4902) j,4.30 '(.39ff1 441/2" (1130) r11.81 (1'.097):'; "„ lY{3436...1 4.80 (.446j 37.1/a':_. (962) ' 18'/4 (463) (�8.73 '> (811)i 1 16' 9" (5105) { r4t83 ,(.449) 401/2" (1028) 12.97 ,,(1.205) " TW343f(f 5.32 (.494) a371Je"', (962), 20 1/," (514) 9:70 '(:901), : 17'5" (5309) 'If5:35.. (A97), ; 361/2" (926) ; 14.12; (1312) TW3442;'''zf 5.85 (.543) ( 37 7/g"; ,,(962)-; 22'/a' (565) 1.10:67 _ (.991);,,; 18' 1" (5512) ! 5.88,:,(.546)'1 321/2" (825) 1.15.28' (1.420),. TW3446" `,) 6.37 (.592) ?.371/s` ',. (962) ' 241j4" (616) 1,11.64,,(1.081):V 18' 9" (5715) 8.41"- (,596). 281/2" (723) ?.16.43:,(1.526)• •r 'TW34410"� 6.90 (.641) t 371/8' (962) _ 261/4" (666) ; 12.61 :(1.172)" 19' 5" (5918) .'•,'16.93' (.644),;1 241/,' (622) 17.59,:,(1.634) . roTW3452*' j 7.43 (.690) i.371Jg".%' (962) : 281/," (717) ; 13:58 (1.262) 20' 1" (6121) ?,7,46.=:.(.643):1 201/2" (520) � 18.75::: (1.742)_ ; TW3456f' j 7.95 (.739) ; 31_ 1/84, : (962) m 30114' (768) 114.55 -,(1.352)' i 20' 9" (6325) j 7.98.' (.742), ) 16'/z" (418) : 19,90 (1:849) _4. f°'*34510a 8.48 (.788) 37,%" „(962)'' 321/a" (819) 1.15.53 (1.443), i 21' 5" (6528) 1 8.51 (.791),l 12112" (317) ;2f061', (1.957) 1W3462'• ' 9.01 (.837) '.37,7/60;n¢(962) 34 1/," (870) k 16:50 (1,533) ', 21' 1" (6731) P 9.04 (.840) 81/2" (215) 22.22 , (2.064), ? F:' W472!,l 10.59 (.984) i372/8"' (962)_ 401/a" (1022) 19.42.,-.(1.804)',' 24'1" (7340) j10.62':"(.986) ? 10'/<"' (260M* , 25.69 (2.390) ITTW3476!'„{ 11.11 (1.032) q37?/8',. (962),`• 421Id (1073) 120.38 (1.893)'- 24' 9" (7544) '11,14_(1.035) ! 6'/a" (159)•-"26.85: (2,490) KTVW210 ; 4.14 (.385) ; 411/8' (1064) 14 1/4" (362) ! .7.56 ... (302) ; - 16' 5" (5004) ` 4,:17-. j:387)„ 481/" (1231) ` 11.68""'(1'.085) 1w3832 ,j 4.72 (.439) 43.1/e"-r{(1064); 16'/a' (412) 1.118:64 " (:803) °; 17' 1" (5207) ,'M6 (.442)'"''', 441/2" (1130) 12.94 "'(1'.202) 11TW3836"„1 5.30 (.492) ;i411'/b" <(1064j 18'/4" (463) 1,9.72 „ (.903) i 17' 9" (5410) j".5.34 �(•496) i 40'/z" (1028) 1'14.21 "(1:320) ,; IW38310"1 5.88 (.546) '41?/e":'.;_(1064);r 20 1/4' (514) 1-10.81-(1.004); i I8' 5" (5614) 2 5.92' (.550)' 361/a (926) ; 15.48;•;(1.438) -TW3842" ; 6.47 (.601) ' 41 1/g" "(1064), 22 1/," (565) , 11'.89 (1,105) 19' 1" (5817) 6.50, (.604)s; k 32 1/2" (825) "16:755;�(1.556) .,,TW3846' ;, 7.05 (.655) - 41'/8"."(1064). - 24 1/4' (616) 1112.97 : (1.205)„3 19' 9" (6020) :," 7.08,;'j.658)' 128'/2" (723) p 18.61 (1.673) :2 TW38410t 7.63 (.709) (40/87 (1064):i 26114" (666) 114.05, (1305)- 20' 5" (6223) j 7.66--(.712),) 241/2" (622) j19.2&.',(1.791)4j TW3852`;.=; 8.21 (.763) 1,41 %"' (1064) - 28 1/ (717) (,15.14 ,(1.407} ? 21' 1" (6426) , 8.25 (.766)') 20 1/," (520) 20.55 (1.909) ,1*3856*;, 8.79 (.817) '41 r/a" ',(1064) . 301/4" (768) 1.46.22 '(Si507J', 21' 9" (6629) '8.83 ,(,820) 161/2" (418) , 21.62 2009) #"N3510*s 9.37 (.871) 4%1064; 321/a" (819) ?'17.30 (.67) 22'5" 2 , (2A,14)� , &748 2!` 9.96 (.925) ( 41 (1064), ', 34 1/4' (870) j 18,38 ',(1;708) . ; 23' 1" (7036) 9;99 (.928),"! 81/z (215) ' 24.35.:.1(2.262) t!,TW3872*�( 11.70 (1.087) :411/e" f,(1,064) •40'/a' (1022) 121.64 (2.010)",; 25'1" (7645) 111;73,(1.090)' 101/4" (260p* 28.16;;(2.260) , , 1 T6Y3876' 12.29 (1,141) q 41 '/6",,.;(1064) 42 1/4" (1073) e,22.72 25' 9" (7849) `12.32 (4.144). j 6'/4"** (159)": 29.43 '(2.730):,, .(2,111) • These units meet or exceed the following dimensions: Clear Operable Area of 5.7 sq. ft.. Clear Openable Width of 20" and Clear Operable Height of 24". • • Floor to sill heights are calculated based upon a structural header height of 6'-10 1/2" except for 7'5' and 7'9" units which are calculated using an 8' header height. Updated 1/08 WINDOWS"DOORS j series Tilt -Wash Double -Hung Windows eiSerl. Tilt -Wash Window Opening Specifications Clear Opening in full'Openpos'rtion °- "' Top of Su6floor Clack Openin to Top of Inside Overall Unit Complete opening specification k Unit' Clear Opg:, Width "'p ": Height ', ' Glass, Vent Sash Only Vent Siil Stop Area tables for all C ottage style No: Sq. Ft.'" (m?L Inches.- mm)::'inches frn .Sq. L Ft. ' (m2) Lineal Ft. (mm) So. Ft. (in,), Inches (mm) Sq. Ft. (m2); '` and reverse Cottage style . .. - ..: ,• units are available online j TW18230 1.77 (.164) 177Jx" ' *:,4) " 14 1/4" (362) 2.90 ,. (269) 10' 5" (3175) , 1,78 (165) 481/2" (1231) 5.53 ,(,514) at andersenwindows.com. 1W1832• .. 2.02 (.188) , 17,1/1,"-: 101:.(454):--°, 161/4" (412) 3.32 (.308) 11' 1" (3378) 2.03, (.189)"'. 441/2" (1130) 6:14 : (.570) From the home page, TWI836� 2.26 (.210) 1T'/e" (454J 18 1/G" (463) I, V4, (.347) 11' 9" (3581) 2.28 (.212) 40 1/2' (1028) ' 6.74• (.626j select the following links: ' PRODUCT INDEX FOR TWIS310 2.51 L233) 17 1/x" ' (454) . 20 1/,' (514) 4,15 (.386) 12' 5" (3785) 2,53 (.235) 36'/z" (926) 7.34 (02) PROFESSIONALS --� ' IW1842 2.76 (.256) ;, 1711Jg" , (454) 22 1/4" (565) `. 4,57' (A25) _ 13' 1" (3988) ' *2.78 (.258) _ 32'/2" (825) 7.94 (.737) 400 Series Tilt -Wash 1WI846 3.01 (.280) 177/e" (454),, 241/4" (616) '" 4.98 (.4631 13'9" (4191) 3.02 (.281) 28 1/2" (723) 8:54 (.793)',: Double -Hung indow, 1 TWI8410---• • 3.26 (.303) 47''/a"" - (454) •, 261J<" (666) 6` 5.40 (,502) � 14' 5" (4394) 3.27 (.304) 24' /2" (622) 9.14 (.849), then click on the For Professionals tab. 3.51 (.326) 171/e" ,' (454) 28 1/4" (717) 5,81 . (546) 15' 1" (4597) 3.52 (327) 20 1/2" (520) 9.74 (.905) );TW185b. ' 3,75 (.349) "1Yr/x" (454) , 301/s' (768) :` 6.23 ,(479) 15' 9" (4801) 3.77 (350) i 16 1/2" (418) 10.3T 56IT . p TWI 185 0 4.00 (.372) 17. 7/g" " (454) ,' 32 1/4" (819) 6,65 (.618) 16' 5" (5004) 402 (.373).1 12 1/2" (317) "10.94 (1,016) , If TTWI862 4.25 (.395) 17;1/e" : (454) ! 34 1/4" (870) 7.06' (.656) 17' 1" (5207) 4.26 (,396) • 8 1/2" (215) 11':54 . (1.072) TWI872 5.00 (.464) "':171/8" (454)"•` 401/4" (1022) 8.32' (.773) 19' 1" (5816) 5,63 L467) 101/a'** (260)'* 13.35 (1.240) M876 5.24 (.487) „177/6" (454)' 42'/ (1073)' 8:74, (.812) 19'9" (6020) 5.27, ,(490) 61/;'** (159p* 13.95 (1,30) 2.16 (.201) •217fB' (556) 14 1/4" (362) -3.68, '(.342)" 11' 5" (3480) :2.18'_;;(:203) 481/2" (1231) 6.56 (.609)2; �TW26210 I 7W2632 2.47 (.229) 211/e" •(556) 16 1/4" (412) ,.4,21 (391J`. 12' 1" (3683) 2:48 1.230). 441/2" (1130) 7,27 (.675)=, 7W2036 277 (.257) 21 7/x" (556)' 18 1/4" (463) ' 4.73, (.439) .; 12' 9" (3886) 2 79 (:259) 40 '12 (1028) __7;98,,,',(.742j' WO:0 0 ` 3.07 (.285) - 21 7/e" (556) . 201/4" (514) 5.26 -„ (.489) 13' 5" (4090) ' 3.09 (.287) ; 36 1/2" (926) 869 (,808) TW2042 3.38 (.314) . 211/e" (556)-' 22 1/4" (565) 5.79 (,538) 14' 1" (4293) 3,40 (.316) 32 1/z" (825) , 9,41 (.874) (TW2046 3.68 (.342) i,217Je' (556), 24'/4" (616) 6.31 .(,586) 14'9" (4496) 3,70 (.344) ' 281/7' (724) , 10.12 (.940) TW20410 3.99 (.371) 217Je" (556) 26'/4" (666) .' 6:84' (.635) 15' 5" (4699) .4.00' (.372) 24 1/2" (622) 10.83 (1.006) riW'2052' T 4.29 (.399) 217/y"' (556), 28'/4" (717) •,7.37 (,685) 16' 1" (4902) _4-31_ '(.400i 201/2" (5201 11.54 (1.072) € IW2056 4.59 (.427) ; 217184. •(556) 30 1/4" (768) - 7.89 (.733),, 16' 9" (5105) 4.61 (A28) .. 16 1/2" (418) 12-25 (1.138) = t i TW20510 4.90 (.455) . 21 718" .(556) 321/4" (819) 8.42 (.782) 17' 5" (5309) .• 492 (•457)- 12 1/2' (317) 12.96 (1204) TW2062 - m 5.20 (.483) - 21 7/e" (556) ' 34'/4" (870) 8,95, (.831) 18' 1" (5512) 5.22 (,485)-: 81/2" -(215) 13.68 ,(1.271) IW2072'" 6.11- (.568) 21 7/e' (556)-' 401/4" (1022) 10.54 (A79) 20' 1" (6121) .' 6.14 (,571);' 101/4" (260N* .15.82' (1.470) TW2078*„ 6.42 (.596) 21 (556) 42'/a' (1073) 11.06 (1A27) . 20' 9" (6325) 6,45 .(.599j` 6114"*" (159p' 16.53 11.540) TW24210 2.56 (.238) 25 7/e" (657) 14 114" (362) 4,46 (.414) 12' 5" (3785) 258 •(.240) 48 1/2" (1231) 7.58 (,704) _• iW2432' 2.92 (.271) 25"7/e' (657) 16 1/4" (412) "5.09 ,(A73) i 13' 1" (3988) ,2,94,, (,273) ' 44'/z" (1130) '8.40 (.781)', IV2438 3.28 (.305) 251/g" (657). 18 1/4" (463) 573 (.532)' 13'9" (4191) ,3,30 (.307) 40 1/2" (1028) , 9.23 (,857) TW2430 3.64 (.338) 25 7f8" (657)•,' 20 1/4" 1514) 6.37, '(.592) 14' 5" (4394) `, 3.66 (.340) i 36 1/2" (926) 10.05 "(.934) TW2442 . 4.00 (.372) 25 7(e, (fi57),,.. 22'/4" (565) T.Ol • (.651) 15' i" (4597) 4.02 (,373) 32'Jz" (825) 10.87 (1.010) TW2446 4.36 (.405) i 25 r/s',. 0•(657) 24 1/4" (616) .7,65 (311), 15' 9" (4801) 4.38 (407) 28 1/2" (723) 11,70 _ (1.087) r TW24410 4.71 (.438) 25 7/e"• ``'(657) 261/4" (666) 8.28 (369), ' 16' 5" (5004) :4.74 (.440) 24 1/z" (622) 12.52 (1,163) a`TW2452 5.07 (A71) ; 25 tfe" (657) . 28 (717) 8.92 (.829)" 17' 1" (5207) ? 510 (,474) 201/2" (520) 13.34 (1.240) IW2456 5.43 1.505) 257/8' (657) 3 301/a' (768) 9.56 (.888) IT 9" (5410) 5,46' (,507)_,: 16 1/2" (418) (f316) . '4,1_wa4610+1k 579 (.538) 257f," (657)• 32114" (819) (,947). IF 5' (5614) 5.81 121/z" ,'14,17' (317) 14.99 (1.392) ' ;,10.20 ,(:540) y'TW2462" 6.15 (.571) 257/9" (657), 34'/4" (870) 10,84 (1.007) ! 19' 1" (5817) 6.17 -(.573), 81/2" (215) 15.81 (1.469) i TW2472'" ,; 7.23 (.672) , 257fa" (657) 40'/4" (1022) : 12,76 (1.185),i 21' 1" (6426) 7.26 -(,675) 101/4"** (260f* 18.28 (1.700) TW2476* •,? 7.59 (.705) ; 251/8" (657) , 42 1/4" (1073) ! 13.40' '•(1'.245), 21' 9" (6629) ;.,7.62 (.708) 61/4"** (159)"' 19.11 (1.780) W26210 2.76 (.256) 271/6" (708):, 14'J4" (362) 4.84"(.450) 12' 11" (3937) 2:78 (,258),: 48112" (1231) 8.09 (752) ` 1•TW2632;1 3.14 1.292) 277Jx" (708).r 161J4" (412) - 5.54' •(.515) 13' 7" (4140) 3,17' (.295) 441/2" (1130) 8.97 (.833) TW2636 ' 3.53 (.328) 27 7/e"' '(708) 18 1/4" (463) ' ,6,23 (b79), 14' 3" (4343) 3.55 (7330) 40 1/2" (1028) 9.85 (.915) (• IW26310 3.92 (.364) 27 7/8' (708) ; 201/4" (514) i 6,92 (.643); � 14' 11" (4547) ;• 3.94 (:366) 36'/a° (926) 10,73 (.997), B TW2642 -,� 4.30 (.399) 27 7/d' ' (708) , 22 1/4" (565) - 7,62 (.708) '', 15' 7" (4750) - '4.33 (.402) : 32 '/z" (825) 41.61 , (1.079J TM646:. 4.69 (.436) 277/e" (708) . 241/4" (616) 8.31' (.772)' 16'3" (4953) 4.71 (,438)i 28'/z" (723) ; 12.49 (11.160) iW26410 5.08 (.472) 277Jx" '(708); 261J4" (666) '9M (,837) 16' 11" (5156) 5.10 (.474)" 241/?' (622) 13.36 (1.241) , ).TW2652: 5.47 (.508) 27 zfe .. (708) 28'/4" (717) : 9.70 , (,901) " 17' 7" (5359) 5,49 (.510) 20'/z" (520) 1424 (1,323) •j TTW26°6- 5.85 (.544) 2T..%"; '.(708)' 301/4" (768) 10,39 (:963) 18'3" (5563) '' 5.88 (:546) 161/2" (418) 15.12 (1.405) g PTVr"26510* 6.24 (.580) 277Je'- (708) 321 " /4 (819) 11.09 (1A30) 18' 11" (5766) .. 6.26 (,582) u 12 1/2" (317) 016.00: (1.486) ' TW26621 6.63 (.616) ; 27 tfe" (708) 34'/4" (870) 1178 . (1.094) [' 19' 7" (5969) ' 6.65 (.618) 81/2" (215) 16.88 (1.568) PTW2672' 7.79 (.724) 27 %e" (708); 40 '/4" (1022),<13.86 (1.288)', 21'7" (6578) ."7.82 (727) 101/4"*' (260p* 19.52 (1.810) t'TW2676* . 8.18 (.760) 277/6 , (708) 421/4" (1073) ' 14,56 (1.353) { 22'3" (6782) 8.21 (.763) 61/4"*' (159)" 20.40 (1,890) ; s.TW282lO 295 (.274) 291/5" (759) 141/4" (362) 5.23 (.486)' 13'5" (4090) 2.98 (.277).;' 481/z" (1231) - 8.6,1 ('800) ` I'TW2832 , 3.37 (.313) 29 %" (759); ' 16 1/4" (412) 5.98 (:556) . 14' 1" (4293) 3.39, (.315) 44 1/z' (1130) 9.54 (,886) - TW21 3.7$ (.351) , 29?/e" (759): i 18'J4" (463) . 6,73 (,625)'i 14' 9" (4496) 3.81; :(:354) 40'/z" (1028) 10,47 (-973) i ''IW28314 i 4.20 (.390) 297fx" .(759) ' 201/4" (514) 7.48 (.695) 15' 5" (4699) ' 4.22 (.392) . 361/z° (926) 11.41 (1,060) i TW2842 4.61 (.428) 297J8" '(759)-, 221/4" (565) 8.23 (.765) 16' 1" (4902) 4.64 (A31) ; 32 1/2" (825) 12.34 (1.146) ! TW2846 "j 5.03 (.467) "29'/y" (759);l 24'/4" (616) ' 9.98 (.834) : 16'9" (5105) ,', 5.05 (A69) : 28'h" (723) ", 1128 (1.234) ?TW28410,4. 5.44 (.505) ,297/8" (759): 261/4" (666) ' 9.73 (.904) ` 1T5" (5309) .5.47 (,508) 241/2" (622) 14.21 (1,320)'t M.F8 'z 1 5.86 (.544) 291/," (759) ' 28 1/4" (717) . 10,48 _ ' (.974) IF 1" (55121 , '5.88 (.546)'.. 20 1/z" (520) _ 15.14 :(i.407)••� Standard 5'-9" height units have Cottage style sash (e.g. top sash shorter than bottom sash.) Units with equal sash can be ordered by description. Opening specifications for these sash units are denoted by adding an "E" to unit codes above. * These units meet or exceed the following dimensions: Clear Openable Area of 5.7 sq. ft., Clear Openable Width of 20" and Clear Openable Height of 24". *' Floor to sill heights are calculated based upon a structural header height of 6'-10 1/2" except for 7'5" and 7'9" units which are calculated using an 8' header height. Opening specifications will change when using OP50 sill stop. Updated 1/08 400 Series Gliding Window Opening Specifications a Unit' ti G82 i G33 4 036, 635 G42 G43, 6444 0541. i G636° " G65*' Clear' Opening in Full Open Position Clearpg: Width Depth ` Glass.. Sq.Ft. (m3) inches (mm) ,'inches (mm) ( Sq. Ft. ,'(m2) 1.70 (.158) s 149/32 (363) 17'/6" (435) 2;5, .(•232) 3.00 (.279) 149/32' (363)% 30'/a" (765) 4,7 (.437)' 3.58 (.333) 149/324 (363) 361/s" (918) 5.7 (.530) t 4.19 (.388) 14 9/35" (363) 42'/a" (1070) 6.8' (.632)", 5.40 (.502) 149/3i". (363) 54'/a' (1375) -8,9, „(,827) 2.40 (.223) . 209/" '(5J5) 17'/e" (435) 3.6 (.334) 4.40 (.409) 209/;" (515) 30'/e" (765) ,;7.0 (.650) 5,10 (.474) . 20%" (515)•••. 36'(g' (9191 .;8.5 • (.790) . 6.00 (.557) 209/32" (515) 42i/a' (1070) 10.0 (.929) 7.62 (.708) 209/32" .(515) 541/," (1375) .13.1 ' (1.217) 5.50 (.511) '269/32" (668), 301/," (765) 9.2 ,,,,(.855)"; 6.60 (.613) 26%2'' „(668) 36'/s" (918) 1U :.,(Lbt(I) 7.70 (.715) - 269/32" (668): 42'A" (1070) : 13.3 ;(1.236) 9.90 (.920) , 269/,2 (668):• 54'/," (1375) ',17.4 .. (1,617) . 6.75 (.627) 32 %2" 020) 30'/a' (765) 11.5 ' (1.068) . 8.10 (.753) 329/32° .,,(820) . 361/6" (918) • 14.0 :(1.301)__ 9.44 (.877) 32.9/32" (820), • 421/e" (1070) , 16.6 (1.542) ; 12.13 (1.127) .32%2" (820) a 541/6" (1375) 21:7•" (2.016) Andersen. ,Vv Top of Subfloor Crack Opening to Top of Inside Overall Unit • .Vent Sash Only ' ` " Vent Sill Stop Area Lineai'R., ' (mm) • `Sq. Ft. (m2) inches (mm) Sq. Ft. (m2) 10' 1" (3073) 130 (.158) '. 629/,," (1589) 5,45^ (.506) 13'4" (4064) 3.00- (.279) 499/is" (1259) 8163 (.802) 14' 10" (4521) 3.58 (.333) i 439/1a' (1107) 10.10 (.938)' 164" (4978) 4.18 (.388) 379/1," (954) 11,57 (1.075) 19'4" (5893) 5,40 (.502) 259/,6" (649) 14.50-(L, 47) 12'1" (3683) s.2.40 (.223) 629/1," (1589) 7.30` (,678) 15' 4" (4674) 4.40 (.409) 499/16" (1259) 11.57 (1.075) , 16' 10" (5131) 5.10 (.474) 439/16" (1107) 13.54 (1,258) 18'4" (5588) 6.00 (.557) 379/,6° (954) M50 (1.440) 21' 4" (6502) 7.62, ',(,701§) ; 251/16" (649) 19.44 ,(lM6) 1T 4" (5283) < MO (,511)499/16" (1259) .14.50 =(1:347) 18, 10" (5740) 6,60 (.613) 439/,a' (1107) - 1697" (L577) 20' 4" (6198) 7.70 (715)' 37 9/ta' (954) ; '19.44 (1.806) 23'4" (7112) '• 9.90 (.920) 259/l6" (649) 24,38 (2.265), 19'4" (5893) 6,75 (,627) 499/16" (1259) 17.44 (1.620) 20' 10" (6350) 8.10„ (753) 439/1r," (1107) 20.41,-(1.8961' 22' 4" (6807) ; 9.44 (,877) 37 9/1s' (954) `, 23.38 (2.172) 25' 4" (7722) 12.13 (1,127) 25 9/la' (649) , .29.32 (2,724) z ' These units meet or exceed the following dimensions: Clear Open able Area of 5.7 sq. ft., Clear Operable Width of 20" and Clear Operable Height of 24". Note: Floor to sill heights are calculated based upon a structural header height of 6-10 1/2". Updated 1/08 Frenchwood' Hinged Patio Door - Inswing Opening Specifications w....... _ .....,....: '-y Maximum Clear Opening 'Overall,llnit Unit 1clear, Opg. Width - 90 Width,- Full' " Height ;r',< ;3 Glass- .,;-, p Vent ` <.• • ; .; :- Area i= ' " NG. a„'"$µ., Sq.•Ft';:(m') Inches : (mm)'I Inches .(mmj" Inches'_ (mm) Sq: Ft.: (m?}`;•< Sq. Ft. (m3} ; Sq. Ft.' :(mz)_ _ 2768 " !1- 12.98 (1.206) ',24 3J;5".,(630);+ 26' (660) '.15'1%a" J1911) ` 8.32 (.773) 12.98,..(1:206)1ti 16.63 (1.545) 296$_. g:•. 14.02 (1,303) 2613/tfi (681j"" 28" (711) :,75:?/a ,(1911)., 9.20 (.855) '.,14.02 (1,303) 17.74 (1.648) 316$;� 16.11 (1.497) ;,3013J,8" (783) 32" (813) 75lf1 `(1911) ; 10.96 (1.018) ; 16.11' •(1.497) ( 19.95 (1.853) 416$APJI'j 21.43 (1.991) =;41'..` (1039) E 43 z/e (1112) i 75^/4'.: (1911), 11.68 (1.085)21.43 (1.991) 26.50 (2.462) i 168APJPq..,1 21.43 (1.991) "191'/6" (505)"r 21 1/18" (535) 753/4" (1911)' 11.68 (1.085) 21.43, .(1.991) 26.50 (2.462) �506$.:; 12.98 (1.206) ' 24 „1/,5=.;(630). 26" (660) 75,1/4" (1911), 16.64 (1.546) 12.98;"1 (L206) y 32.71 (3.039) 15068AP/0 j 27.30 (2.536) 52 `/a '(1327) 55 '/e" (1400) j 75,i/4,."(1911) 1 16.64 (1.546) '; 27.30 (2,536) ? 32.71 (3.039) x 27.30 (2.536) .,25"r/z" (647)? 26 ii/a' (678) 75'/4'. ;(1911)' 16.64 (1.546) 27.30 (1.536)', 32.71 (3.039) [5068AP'PA 5468'. 14.02 (1.303) 26"3fls (681) ; 28" (711) : 751/a' (1911) ' 18.39 (1.708) ,14.02 , (1.303), j 34.92 (3.244) 5,4601'/F��',j 29.39 (2.730) j'561/4' <(1429)'' 59 1/e (1502) 75 •/a" (1911) ` 18.39 (1.708) ? 29.39 -(2:730) 34.92 (3.244) t54680/PA'> 29.39 (2.730) !127,=J21 (698)., 2811/," (729) i75''(q (1911).`; 18.39 (1.708) ?,29.39 (1730)',;• 34.92 (3.244) 6068% 16.11 (1.497) <,•3011/16,(783), 32" (813) 75'/4"" (1911). 21.92 (2.036) ` lfial (1.497) ; 39.34 (3.655) 6068APJPA," 33.58 (3.120) j' 4 //z' (1632) . 67 1/8 (1705) 75 1/4* '(1911)! 21.92 (2.036) 33,58 '(3.120) ; 39.34 (3.655) 6068AP/PA;4 3158 (3.120) 1-311/2. (800) ; 3211/,," (830) ¢75//a" (1911)'a 21.92 (2.036) ;;33.58'(3.120)':tl 39.34 (3.655) : •, (," 14.02 (1.303) ; 2613/16% (681)^g 28" (711) ; 75'�a' `(1911){ 27.60 (2.564) . 14102. (1,303) ' 52.52 (4.879) L8068 068,;4jg•,,j 16.11 (1.497) j:3013/;6".;(783) ? 32" (813) ;.75 (1911) 32.88 (3.055) 16.11 .(1.497) j 59.14 (5.494) 27611""1rr'q 13.48 (1.252) • 24.13/,6' (630).# 26' (660) -,78 %'_(1984);, 8.69 (.807) " 13.48 .(1.252): 17.21 (1.599) (1296611 '''�':,�::j 14.55 (1.352) ; 2613(;6" (681)�': 28" (711) , 781/8'`(1984),1 9.61 (.893) "14,55 (1,352)!�;, 18.36 (1.706) 3161`1..: ' 16.72 (1.553) E.30'P/161,:•(783),j 32' (813) - 78 //e '(1984)- 11.45 (1.064) 16.72, °(11553) 1 20.64 (1.918) t,41611APJPA1 22.24 (2.066) �;41" ' (1039) 43 z/B (1112) �'78'/e (1984); 12.20 (1.133) ?'22.24 '(2066)„ 27.46 (2.551) j4161YAP/,f*1 22.24 (2.066) ', 197/e" (505) 21 1/,6 (535) 78'!/a';,(1984)'„ 12.20 (1.133) ; 2224 (2066) '„ 27.46 (2.551) 59611;` 13.48 (1.252) i 24 13Is" (630) ', 26" (660) ;'781/8'' (1984)) 17.38 (1.615) '.. 13.48 _ (1.252); ( 33.89 (3.148) t%61,10/4' 28.34 (2.633) j 52J/4",sj1327) 55 '/a' (1400) _781fs" (1984)"d 17.38 (1.615) .,28.34'-(2.633) = 33.89 (3.148) k0611APJPa'1 28.34 (2.633) ' 251/2- ' (647) ' 26 11/16" (678) i;.78'1/8" (1984)•` 17.38 (1.615) '28,34, (2.633) ' 33.89 (3.148) }'54611 14.55 (1.352); 26'3f;6'. (681)'k 28" (660) 781/a4-'(1984)4' 19.22 (1.786) " 14.55 '(1.352) 36.18 (3.361) �5461:1APf.PA{ 30.51 (2.834) e'561/a (1429) 59 1/e (1502) ;78'fe. (1984)°, 19.22 (1.786) ;,'30.51; ,(2.834).i 36.18 (3.361) 54614APJPA 30.51 (2.834) `:27:/z" (698) ' 28 111,e (729) ;;781/s" (1984)" 19.22 (1.786) i'30.51 (2.834)„ 36.18 (3.361) [60611 •". °"'''i 16.72 (1.553) 1 30'1/,6" .(783)? 32" (813) °'78'1/6"• (1984)� 22.91 (2.128) :` 1632. (1,553), 40.76 (3.787) 6061'W?,PAq 34.86 (3.239) i,641/z'-(1632) ; 67 1/8 (1705) 781/e i (1984) • 22.91 (2.128) . 34:86 (3.239) 40.76 (3.787) r6061jV/PA.j 34.86 (3.239) i:31''/p" (800) 3211/1e" (830) 1-78 (1984):; 22.91 (2128) 34.86 (3.239).i 40.76 (3.787) 1080611;, ,';;,.: 14.55 (1.352) '2613/;e" (681)'` 28' (660) 781/B";'(198.4)"; 28.83 (2.678) 14'.55 '(1.352); 54.43 (5.057) 9A611`'- 16.72 (1.553) ; 30.11/18: - (783) i 32" (813) ;,78 1/6 (1984) i 34.36 (3.192) 16.72 ,(1i553) 61.30 (5.695) 15.73 (1,461) 2411&* (630)' 26' (660) 1,911/4* .(2318)1 10.41 (.967) ;'15,73,-(1,461)"•, 19.98 (1.856) 2980; xiE.:- 17.00 (1.579) 26'13/fE (681),: 28" (711) 911/4" .(2318) 11.52 (1.070) 17:00' (1.579),',! 21.31 (1.980) >3180;;2Fir 19.54 (1.815) .30.13/, :(783).1 32" (813) (2318)", 13.72 (1.275) 19.54T (1.815) i 23.96 (2.226) , 86AP./PA�j 25.98 (2.414) �'41"..' 1•' (1039)' 43 '/s (1112) j:911/a; •(2318) ^ 14.62 p.358) i'_25.98 (2:414) ;� 31.83 (2.957) 4180AP/Pk',j 25.98 (2.414) 1'191?/s . (505),? 21 1&" (535) '91,1/4" ,(2318) 14.62 (1.358) 25,98 (2.414) 31.83 (2.957) - 080 7=1 15.73 (1.461) 24;i3/;6" (636)"'• 26" (660) , 91 `/4"' .(2318j 20.82 (1.934) ...15.73,,' (1,461)_:j 39.30 (3.651) z5Q80AP/PA„X 33.11 (3.076) :'52 /4", (1327) 55 1/e (1400) 1.911/4'. (2318)1 20.82 (1.934) PP33.11' (3.076 139.30 (3.651) '5680AP/PA°j 33.11 (3.076) '125,1/Z:'�'(647) 1 26 11/0" (678) )'911/4' '(2318)' 20.82 (1.934) 33.11, (3.076)-4 39.30 (3.651) 5480 ;;•(,`j 17.00 (1.579) `^26i3/;6" (681)',` 28" (660) ,91"/a" (2318). 23.03 (2.140) _ 17.00.(1,579),' 41.95 (3.897) 5480APJPA 35.64 (3.311) € 561/,'_ _(1429) ! 59 '/6 (1502) Y91 /a",. (23I8)s 23.03 (2.140) lr'35.64 :"(3.311)'! 41.95 (3.897) 5480AP/P91j 35.64 (3.311) ;171/2' "(698) = 28 11/,a" (729) '91'/a (2318):' 23.03 (2.140) ;35.64,;(3.311jz( 41.95 (3.897) 6080, 19.54 (1.815) 3013/1v (783), : 32" (813) 911/44 :(2318);° 27.44 (2.549) •, 1954. ;(1.815)`-, 47.25 (4.390) .�`.':I 6080APfPA:�'I 40.71 (3.782) j 64 =/z' ;(1632) 67 '/a" (1705) P91'/4" '(2318), 27.44 (2.549) 40.71 (3.782)„ 47.25 (4.390) ,6080APJ 40.71 (3.782) 31 1/z" (800) 32 i11,e (830) ; 91' 1/4 (231W 27.44 (2.549) ' 40 Zi;;.(3:782) ;j 47.25 (4.390) 8080''C'" 17.00 (1.579) 26;13/is".' (681)19 28" (660) ..91%/ (2318) 34.55 (3.210) 17.M,,(1.579);i 63109 (5.861) 9080, ,,;;;;;I 19.54 (1.815) a.30e3/ie". (783)`-( 32" (813) ,.911/4'. '(2318)' 41.16 (3.824) 19.54 (1.815) ( 71.05 (6.601) Passive panel in closed position. dWINDOWS-DOORS. Updated 1/08 ANDOL H WELL A PUMP CO. 09C . 41. Gulf Hill Road, P.O. Box 131 McLean, New York 13102 607-838-3550 �t WELL DRILLING CONTRACT Dated: � r �` � �DEC#1 i MAR 2 12008 ! By and Between RANDOLPH WELL & PUMP CO. INC. with the address of 41 Gulf Hill Road, P.O. Box 131, McLean, New York 13102, hereinafter "Randolph" and with the address of Phone 1 3"19 •-Dv5'i hereinafter "Owners", It is agreed as follows: 1. Premises. The Owners hereby represent that they own the premises located at V-1>`=''��`'�� cb ��- +G4`ti hereinafter "premises" and have full authority to contract for the services provided herein. ii 2. The Owners hereby hire Randolph and Randolph hereby agrees to provide all equipment and services necessary to drill a well for the purpose of locating a supply of water to the premises. 3. Contract Price. The Owners shall pay Randolph at the following rate: a.: Casing required �3D-0 0 per foot. b. No casing required required j per foot. c. Drive shoe and well seal d. Minimum drilling charge a 0 i7 e. Grouting 4. Representations and Warranties. a. The Owners represent to Randolph and acknowledge that Randolph relies thereon in rendering the services herein that they constitute all the Owners of the subject premises. b. Randolph represents and warrants that it shall render services in a diligent and workmanlike manner. c; Randolph makes no warranty nor representation as to the amount of or quality of water obtained as a result of its services. d. Randolph shall drill at the following described location:�� e. Randolph must enter the premises to render services as provided herein and in connection therewith it shall not be liable for any damages to the premises resulting therefrom. S. Time of Pa went: Owners shall a Randolph within ( 'n �� L � Y pay P days of being presented a bill for services,in accordance with the termshereof. In the event the Owners do not make payment according to the terms herein`, interest shall accrue on thn unpaid balance at the rate of one and one-half percent (1Yelo) per month. Further, in the event Randolph has to consultor hire an attorney for collection on this contract, Owners shall be responsible for all reasonable attomeys' fees, actual dispersements and costs incurred in connection therewith. 6. Entire Agreement. This contract represents the entire agreement of the parties: 7. Binding Effect. This contract shall be binding on and inure. -to the parties, their heirs, successors and/or assigns. Dated: gy. RANDOLPH WELL & PUMP CO. INC. Owner Dated* Owner SCHEDULE A • i SEWAGE TREATMENT SYSTEM. CONSTRUCTION PERMIT 2 12008 TOMPKINS COUNTY HEALTH DEPARTMENT f ;, 401 Harris B. Dates Drive, Ithaca, NY 14850-1386 (607)274-6688 Fax (607)27i4-6695' ::,;, � � s�f ;; , •:, "' nN n Your partner for a healthy community. _.._. For: ��sArJ IRRi Permit# S Pa( -6 r Location: � pE��i'1�.1f�.i< _. 7 PPb �Tax Map #: G— �• ='��'� �®�� Permit valid for design flow not in excess of ),�� gallons per day ( 3 bedroom house or equivalent). qREY wATiR crJ-y Valid for inclusion of garbage grinder wastes Yes No _NL. Toilet volume per flush Qigk gallons. P p A',T 06,6A "V '50a Based on the application information provided, and in accordance with the provisions of the County Sanitary Code, you are hereby Tpjt47E granted permission to construct a sewage treatment system at the above location. Significant changes could invalidate the permit. This permit is valid for two years from date of issue. Permit may be renewed for a period of two more years, or transferred to another person, if application is made prior to expiration. Inspector: -&A) Date: / l��Ci� 1 J4 goo SKETCH FOR APPROVED DESIGN OF SEWAGE TREATMENT SYSTEM See attached specifications for construction and information on approved materials. No variation in location, construction, specifications, and details or approved material types can be made without prior approval by the Tompkins County Health Department. All household liquid wastes including bathroom, kitchen and laundry wastes must be disposed of through this installation. Roof leaders, cellar or footing drains must be entirely separate from the sewage system. The system must be inspected by the Health Department before covering. A minimum of 5 gallons of water must be available at the distribution box at the time of the final inspection. Minimum lot size required for this sewage system is Q r)k AC PE usable area which can contain a ) 60 feet diameter circle. Lot size may NOT be reduced below this minimum without Health Department approval. tom- r '`P,E i IR twa o PR II / 64NOT� L , rZot&,Y 60 FWT b grZ �'t�T��R - - i Mf\ of I Xk L�- Page 4a E�—>i �17� f. T` Ito P01100 Ours_ P OLT�fr• r I�nK / 1 f T 1 Nit n�G J� V l NevL cI I�}flT�r. �F-f.- � -t1fl�C� c�t� i�► s -.,r000 , poirril i o U6TtifeKR .04 CONSTRUCTION AND MATERIALS SPECIFICATIONS Building Sewer 4-inch diameter rigid pipe (i.e., cast iron or schedule 40 ASTM plastic) meeting the requirements of the State Uniform Fire Prevention and Building Code (9NYCRR, Parts 903 through 907 inclusive, and Part 1250). Minimum grade 1/4-inch per foot. At least one clean out must be provided. The same material used through the wall should extend over disturbed ground. Lighter weight rigid pipe may be used over undisturbed ground. Minimum distance to all water sources — 50 feet. Septic Tank Water tight concrete, unless otherwise specified by the Health Department. Minimum distanct to house — 10 feet. Minimum distance to all water sources — 50 feet. Minumum liquid depth — 30 inches. Minimum distance between inlet and outlet — 6 feet. Liquid depth 30-48 inches requires an opening at least 12 inches in the shortest dimension. Depths greater than 48 inches requires an opening at least 20 in the shortest dimension. Inlet and outlet baffles shall extend 12 inches and 14 inches respectively, below the liquid level in tanks, 40+ inches. Tanks must be placed on a 3-inch bed of sand or pea gravel, or a 5-inch bed of aggregate (stone 3/4-1 1/2 inches in diameter). Tank covers should be buried, or lockable to prevent unauthorized entry. Dual compartment tanks or 2 tanks in series shall have the first tank or compartment accounting for 60-75% total liquid volume required. Total Tank Volume I rl 00 Sewer from Tank to Disposal Area gallons. Dual compartment or Series: Yes -L- No 4-inch diameter rigid pipe meeting the same requirements as the building sewer. Water tight joints (rubber gaskets or solvent welded) are required from outlet of the septic tank over disturbed earth to solid earth. The sewer line must be well supported to prevent settling. Lighter weight rigid pipe may be used over undisturbed ground. Minimum grade 1/8-inch per foot. Distribution Box(es) Number Needed: 1 0 3 Number of Outlets: DB 1 4 D B 2 DB3 Outlets must be at the same level and 2 inches below inlet and 1 inch above the box floor. Box cover must be no more than 12 inches below final grade. The box must be set on a 12-inch bed of sand or pea gravel. 12 inches of aggregate (stone 3/4-1 1/2 inches in diameter) may be used as bedding if speed levelers are used on all outlets. A baffle is required on the inlet when the slope of the sewer from the tank to the box exceeds 1/2 inch per foot. Dosing/Pressure Distribution Dosing Required: Y Siphon Dosing: Yes No Pressure Dosing: Yes No Pressure Distribution: Yes No Pressure dosing and pressure distribution requires use of a pump (see attached spec sheets). Sewage Treatment (see attached spec sheet) Minimum distance to all water sources — 100 feet. Increased distance required Subsurface Treatment Absorption Field Absorption bed _ Seepage Pit Other Yes v° No If yes, distance in feet Alternative Treatment Raised Absorptio Field Sand Filter Mound Other . Page 3a t HEALTH Your Partner for a Healthy Community ENVIRONMENTAL HEALTH DIVISION 401 Harris B. Dates Drive, Ithaca, NY 14850 (607) 274-6688; Fax (607) 274-6695 SEPARATION DISTANCES FROM WASTEWATER SYSTEM COMPONENTS SYSTEM WELL TO STREAM, DWELLING PROPERTY DRAINAGE COMPONENTS OR LAKE LINE DITCH SUCTION LINE WATERCOURSE (ALSO STORM OR WETLAND SEWER) (C) 25' if cast iron 3' (except at House Sewer pipe, otherwise 25' , house . 10' 20' 50' 'connection) Septic Tank; 50' 50' 10, 10, 20' Pump Chamber Effluent Line to Pump or 50' 50' 10, 10, 20' Distribution Box I' Distribution Box 100' (a) 100, 20' 10, 20' Absorption 100' (a) 100, 20' 10, 20' Field I' Seepage Pit 150' (a) 100, 20' 10, l 20' I Raised Absorption or 100'(a) 100, 20' 10, 20' Mound System (b) & (d) Composter 50' 50, 20' 10, 20' Sand Filter 100' (a) 100, 20' 10, 20' Shallow 100' (a) 100, 20' 20' 20' Trenches Backfill (6' soil perimeter around 100' (a) 100, 20' 10, 20' downstream trenches) (e) (a) When a sewage treatment system is located upgrade and in the general path of drainage to a well, the separation distance is 200'. (b) Measured from the toe of the fill. (c) Mean high water mark. (d) Includes mound system following a sand filter. (e) Measured from the end of the backfill. No parking areas, roads, driveways, structures, or impermeable surfaces shall be placed over, or within ten feet uphill or sidehill of, or twenty feet downhill of, a sewage system's soil absorption or fill areas. F:\EH\ENSNARE\SEWAGE\Forms\2008 Septic Distance.doc 12/2007 r 11ER+�tt1111►E [>,�'Y�i�*iM�L �t11' HEALTH Your Pawner for a Healthy Communiry ENVIRONMENTAL HEALTH DIVISION (607) 274-6688 Sand Filter Schematic — Not a Permit Name: SUsAu Location:Tax Map #:-, - -t Sand Filter Length: �{ # of top distributor pipes: Width: Dosed? Y 0. (Y Centers); # of bottom collector pipes: I See permit, downstream specification sheet, dosing sheet (if applicable) for more information. 1.5 1 3-� PERMEABLE GEOTE%nLE I OR EOUNAIENT 4"-6" aggregate (gravel, or stone'/4" -.1 %, " TOPSOIL —(MOEE diameter). 4" perforated pipe in gravel —1/16" 20 xr per foot grade. 0 qa° v 'vodov o D� ! a ea�o�o `�s, e eWsDessd AppaovEo sArrD �� xr 24" filter sand. Effective size 0.25-1.0 mm. ES o 2ti-1.o rnm . uc s +.o Uniformity cooefficient <4.0. See Sand Source • ; 224• 1� . ... .. �Ro�Oti ., •119•-114• STONE OR GRAVEL , v spps W4 V1) ,; �vI vO;* V4 t7Y a0 V4o VdiI+• LEGTORv,kV44VVgvddeV r�[�4 vwVnppoA VV4V pe v dson eee.v dbjbpVAdbRvGAeTEb o e: o�QpoacD OvVVd` eDsr1/�n x r�_ s fI1 3" layer. `pea gravel" (1/8"-1/4" stone or gravel) between sand and lower stone layer. 4"-6" aggregate layer. 4" perforated pipe(s) in stone. Outlet to downstream system —see separate specifications. Pipe grade 1/16" per foot in filter — minimum 1 /8' per foot outside filter to NOTE:A SINGLE UtNT EH GULLLCTUR MAY tlE UStU WKI:N 1 nt yy downstream system. FILTER WIDTH DOES NOT EXCEED 12 FEET. „ii71 Cer GROUND WATER 24" is required from bottom of sando rocctured rock where a groundwater drinking source can be developed within 500' of the system. Otherwise 12" separation to rock is required. IF I Cross Section View From septic tank or dosing chamber Designer: q,. . Sand filter schematic 1-05-01 12 Feet Wide Sand Filter 4 inch diameter perforated pip - • 3 feet centers I I1.5 Feet from edge of filter Top View Date: To downstream "ern :a-H-off, re 10 Your Partner for a Healthy Community Environmental Health Division 401 Harris B. Dates Drive, Ithaca, NY 14850 (607) 274-6688; Fax (607) 274-6695 SOURCES OF SAND FILTER TREATMENT MEDIUM (FILTER SAND) The facilities listed below have demonstrated the ability to provide filter sand that meets the specifications of Part 75-A of the New York State Sanitary Code and is acceptable for use in sand filter sewage system installations. The listing does not guarantee they will continue to provide approved sand in the future. This listing is not an endorsement or recommendation. It is made available for the convenience of contractors and homeowners. Other sources may be used to provide filter sand if an analysis of the sand, provided prior to construction, indicated the sand meets the following specifications: • The sand must be clean and coarse. • All material must pass through a 1/4 inch sieve. • The 10% effective grain size must be between 0.25 mm and 1.0 mm. • The uniformity coefficient (the ratio of grain size that is 60% finer than itself to the size which has 10% finer than itself) must be 4.0 or less. An independent laboratory capable of completing the sieve analysis must perform the analysis. It is the responsibility of the person installing the sand filter to use materials that meet the above specifications. Locations where sand may be available: Angelo's Sand & Gravel 226 Cecil A. Malone Drive Ithaca, NY 14850 (607) 273-1535 Pit Location: Route 34/96, Hillview Road RMS Gravel, Inc. P.O. Box 455, Mott Road Dryden, NY 13053 (607) 844-8196 Fax: (607) 844-3752 University Sand and Gravel Co., Inc. 13 Perkins Road Brooktondale, NY 14817 (607) 539-7105 F:\EH\EHSHARE\SEWAGE\Sand Sources.doc 5/2007 M\'K\NS COUNjY �0 ' ENS M PRE • et tot pl,CAVV`J `� 14550 FILAR 4 �' Imo` G PASAND t Er,,rIRlout �D-SDt�66gg MFpLLp �/ lIR1SB 601)2 '(s1� -% qOt � l�CxS TI LpW POO fax Map dsoil with a es D ,��, M'S saturateleast 18 mch the MppW1B S t °f in sib depth °f at cent Yeac a to pWl'1S �� Destgnet least s>x WV,,,assure a tirenc vantitY . °f e gasp°s t 20 feet D when at vtded to ated 4 be tea at leas Co`ant`I e: tl filter uent sh be pT ed you the s Tesf� ches still be locae kms e d effl sail all u the Yen ties all oftb Tomb inaS T1am { San -able' design . men eac VI dra W 1 dispersal situ petmeahes shall beo foot wide ttibuflott Tr and A rticle 20 {eet fTam s subs' plat t° eab a sOt1' Tien L• f°Y tNv Yess e dts , Code e In es, lAcation ed to to SOW ent soil sim pette 1.2 gal !da`J���O feet fOr otk State San t fcom prop f the s sterfl is ueXists 5° wall contact on Tate of how 31V l4ev, Y located 10 f ee butian boX °his w ,trench y teshoclt ate stye applica for gravit9 l5-p,000 Shall be the distri anon on 'as 0 milu eg and an 6p feet is m part Wenches . fi11 area' filter to it+fO'cca modif ed of 1.6 th of flow) uiTevo p, rate oot dep dest� not exceed re4 around th toe °f the back ifon the sanheets fat °re Feet ercolazo one f (g5% °f aratio all direcnonsd from the ex cation t shall with a mm llectot Vkl; l l nenchesn on '1 se Beet rneas`u ev of flte sO1id o spectfi ^ FeetbY sand films multipl cb �d Tneeet lr (bac,wate sources' o f l� lbw oe p wit and add otPnnt (at tOF�' dJ/` drainagdtMe Ada d 1t p0 feet fro �� slope foot Refer t Feet, S°i1 fo Sanitaril code- d ll0,0S, allel ave of 1is chp es and we ches sh b °f t Trench' /' ditch a men x be a lri Length i4e shaL !1` 4etrenches bet Of tenches - �' 6' dIt" d° N'0`tn" edbuildingpaP '' \ �'' esigt'Flow (�,pD)• eotexttleO'er aggregate D Perm at 4g 1 0 a'$t str Or cove= and Seed grto e$a`C .washed B ! :,::tip 01 wateC of rcetteh to tpe� .yZj = h S9stem Tenc �\a1'." haw pbsomp .Oa r '� ` °gifted s CCo�s1 SectiOri of ,—'—. , _ fmcao\e S I7' _> TOWN OF ITHACA 4,� 1821 215 N. Tioga Street, Ithaca, N.Y. 14850 �w 11° www.town.ithacamy.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water &Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 March 31, 2008 Re: Stormwater Inspection Report for 429 Bostwick Rd Dear Ms. Perri and Mr. Greenspun: An initial stormwater inspection has been completed for your site. Attached is a Stormwater Inspection Report for your project. The Town will be completing weekly inspections to check the erosion and sediment control on your site. If we find any problems, we will send you a report listing the deficiencies. Please address the comments within one week of receiving the report. Failure to maintain sediment and erosion control can result in the Town of Ithaca withholding building related permits and inspections and/ or issuing fines. Please let me know if you have any questions about the comments on the report. Sincerely, Kristin Taylor Civil Engineer hWatershed Plan\Stormwater Inspection Form Cover Letter.doc KTaylor Page 1 3/31/2008 OF 17; TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. .I , 05 Project Name/Location: 4 Inspection Date: 3-3 1 - 0 Inspection Type: P, Initial Inspection Stormwater Plan Type: [3 Simple Plan ❑ Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)' ❑ Existing Project ❑ Final Inspection- site completely stabilized. "Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures m d +% cc .3 Control Measure a y ) 0 Comments -a a °' M Z a Z M Silt Fence Stabilized Construction Entrance Rock Check Dams Riprap Outlet Protection Inlet Protection Erosion Control Mat Seed & Mulch Stockpiles Other X %X4-e.r).d 30" - �Jcw 41 Permanent Stormwater Management Measures Stormwater °' a� u m z Management a. w Comments Measure •Cc c a ZM Zd Detention Pond I I I Infiltration Swales Rain Garden Other YES NO Is there an increase in water turbidity? X Is there oil residue or floating substances in the water? >< Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? ,, Is work outside the limits of the approved plans? X_ Is there an increase of sediment tracking onto roads? •, Did inspector notify the onsite Contractor about problems? X GENERAL COMMENTS Inspector Name: Title:"w") Inspector's SignatureDate: m Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. -- Inspectors Contact Information (email or phone)�;,s, ? t OF IT�9C� TOWN OF ITHACA- STORMWATER MANAGEME RA..- RAM /$ OF IT�\ 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • w w. ,wn itf*ac ny.us !' 1821 - Simple Erosion. and Sediment Cbntro dn1y The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requ ev�vn�e S, and/or contractors to complete a Simple Erosion & Sediment Control Plan for small projects that do not require I St rmwater Pollution Prevention Plan (SWPPP). The purpose of the "Simple Plan" is to ensure that proper erosion control measures will be implemented during your project to prevent pollutants and sediment from entering our streams, wetlands, and Cayuga Lake. Type of Land DeveloprQtD Activity: Building Construction M Excavation or Filling❑ Utility Work ❑ Other❑ Brief Description .of Project: I�e�r Si d hVff e CWS+0A( cnn Ork- 42r�51 P�tWCL J?4. Contact Person Name:�SGtN����i Owner/Developer Name: Contact Person Phone: �� Owner/Developer Address Total Area of Land Disturbance (square feet) 2-000 Total Volume Soil Excavation/Fill (cubic yards) 0 Street Address/Location of Project: Tax Parcel Number: ('W64 wdl my &rW'nspurl U0 1 Owner/Developer Phone No.: 01 ✓6-0'(YJ Owner/Developer Email: NA Contractor Name: Same (6ww 0 v i 14-) Contractor Phone No.: Contractor Email: Required Submittals: LI/Description of existing site conditions either in a narrative or shown on a drawing. Note adjacent areas in relation to potential erosion and sediment control problems including sloped areas and locations of on -site and off -site streams, nds, and wetland areas. Drawing showing the total site area or parcel. Include delineation of areas to be disturbed and location of erosion and /dimecontrol practices. nt t of erosion and sediment control practices to be implemented, including maintenance procedures and re -vegetation plan. Erosion and sediment control practices include but are not limited to silt fence, rock check dams, slope stabilization, and seeding and mulching. See back of form for tips on erosion and sediment control practices. Developer and Contractor Certification: "I certify under penalty of law that I understand and agree to comply with the terms and conditions of the submitted Simple Erosion and Sediment Control Plan. I also understand that it is unlawful for any person to cause or contribute to a violation of wa ality stan " Owner/Develop +gnature Date Print Name otractor6ignatureCDate Print Name OFFICE USE ONLY Reviewed by Engineering Department: ' Z,fi'o Initials Date 4 AO. - Erosion Control practices shall be installed prior to the beginning of land disturbance. A preconstruction Erosion Control inspection bj the Town of Ithaca is required to ensure that erosion control practices have been installed correctly. Regular erosion control inspections by the Town of Ithaca are required and will continue throughout the construction process until the site is completely stabilized and re -vegetated. In case of deficiencies, inspection report comments will be emailed or mailed to the Owner/Developer and the Contractor. These comments shall be addressed within 7 days to avoid penalty. Erosion Control Tips: • Stabilize access points by installing a gravel construction entrance to prevent off -site sediment tracking. • Prevent erosion by placing silt fence along the contour of the land to prevent sediment from washing off the site. Silt fence should be toed -in to the ground 6 inches and stakes should be stapled to the downhill side of the silt fence. • Stabilize all soils, including stockpiles that are temporarily exposed. Place silt fence around stockpiles to limit sediment migration. • Use inlet protection to prevent sediment from entering all storm drains that receive runoff from the disturbed areas. • Seed and mulch all bare areas that have not been worked on in 14 days, including stockpiles. • Place rock check dams in ditches or other waterways to prevent erosion and limit sedimentation. Do not place silt fence in areas of concentrated flow such as ditches and waterways. • Use erosion control blanket on steep slopes and in disturbed ditches to limit erosion. • The final inspection will occur when permanent vegetative cover is established on the entire site and the entire site is stabilized. For more information on erosion and sediment control practices, pick up a packet on Erosion and Sediment Control at the Town of Ithaca Town Hall or check out the following websites: www.town.ithaca.nv.us httr)://www.dec.nv.gov/chemical/8694.html u� -4 O— N� ,60'Cly (d Ol di,°t•SGG Ir IV Armys" MAL f� r — �^ �{ •Lo • N arm•rr r �$ a �� gym• !�'7�'^f ` � _ � � . aw• w m � ..k °°' raga TO f solo Jaw 4p it 'o ma'Pm09 —x mmpmq ow. mw — It .C°'L9C1 M „[balm N or C 17 l lye j �u lie - siock-p, - sn, f z 0 of d�S ioaricel areas -� fie, �Oie�( �� C^ 75 MUd pler-t6WMfiOn , �Q�w�jodpPp /'� = , W .ear LAW .,5 96SIml IOD R mRa R[ I!W 4741 1 ,o ,t Nji ATfi1:L 44E - OnPP^_.CE SY , va A "�.A -Tam N4 TD M rL�"L-ate � ~ � e •D?[M fT..0' > Aryl B p AR0.L27.70' G4-N ='40- E 12Z00• Z- ' N 00's7b0' R 23 r - 52E5' S AI O Ov4 �7T ' j t'ODM.e BRuSMr _ PARM B + ) AREA - 49.70 ACRES NET TO RTL 1w .--,gym �A TC.• � .12,t..SL� � ' � $ r sires �.Oj L."770N NAP C NO SCAU7 aaap+� - Isi-ances �Tatm � P.EF$R ATE MAPS 1.) SURVEY LAP ENTITLED 15UlNEY k4P Na 433 AND Ra 435 BOSTWICK RIAO_,• DATED AUGUST 27• 1992 Sr T:G MRLER P.C. 2) DMIZM 'PARCELS TO BE CMETEO Br BOSTWICK LLC 447M . li/li/2003 BY T.C. Y6UER. P.C. 1) EM UM LINOS AT NO,'415 BOSTWICK RIX- DATED 12/16/19W LAST REMM 5/30/2007 BY HORARO SCNUMM P.E , LS. .4.) ENTITLED 'JAMS TO BE CO MEO BY PMEY PRpMIES LLC- O(TED 9/9/2002 BY ROBERT RIMLER LS. CUMFICATE OF APPROVAL •en.,., 4 w..A� a,.. r n.. rR� H Y M SW r nl,0y Y WY� Otl qq.r� Iw.� �rW rY Iw 6��. Lf. ,► LItilf�O pY i MAR 21 2008 TOMPKINS COUNTY HIGHWAY DEPARTMENT `' s 170 Bostwick Road, Ithaca, NY 14850 " TT' Tel: (607) 274 0300 Fax: (607) 272-8489 PERM 170-6/20 (7/03) O py DRIVEWAY PERMIT 1 r, PERMIT #: „�Di� - L1 PERMIT DATE: WORK LOCATION: TOWN: 1.0"l- CR #: TAX MAP #: 32-2- 3: 2 - STREET ADDRESS: �i7�S�ln `" / y ..°, PIPE LENGTH REQUESTED (minimum 30' - maximum 40') LONGER CULVERTS REQUIRE THE APPROVAL OF THE HIGHWAY MANAGER: 3 o /=; , NOTE: IF DRIVEWAY PAVING IS PERFORMED IN CONJUNCTION WITH THIS DRIVEWAY CONSTRUCTION PERMIT, OR WITHIN 90 DAYS OF ISSUANCE, SEPARATE PAVING PERMIT FEE WILL BE WAIVED. NAME(S): I�GL�`L� GY�C{IS�ULi� MAILING ADDRESS: bU l N . T'o pot �t PHONE NUMBER: 2 �3 ; �6 C44- S-�'c..aC.c� THE PROPERTY OWNER AND CONTRACTOR ASSUME ALL RESPONSIBILITY TO REPAIR OR MODIFY THE DRIVEWAY INSTALLATION IF NOT CONFORMING TO HIGHWAY DEPARTMENT SPECIFICATIONS. A CERTIFICATE OF COMPLETION WILL BE ISSUED TO INDICATE SATISFACTORY CONFORMANCE. BY SIGNING BELOW, THE PROPERTY OWNER ACKNOWLEDGES RESPONSIBILITY FOR FUTURE MAINTENANCE OF THE SUBJECT INSTALLATION. LIKEWISE, THE PROPERTY OWNER RECOGNIZES THE TOMPKINS COUNTY HIGHWAY DIVISION RETAINS RIGHT-OF-WAY TO PERFORM MAINTENANCE OF THE DRIVEWAY AS IT DEEMS NECESSARY IN THE INTERESTS OF THE'PUBLIC. THE COUNTY MAY CLEAN, REPLACE, OR UPGRADE THE CULVERT(S) OR GROUND SURFACE(S) PLACED IN THIS INSTALLATION AT ITS OWN EXPENSE DURING RECONSTRUCTION / REHABILITATION OF THE HIGHWAY. PROPERTY OWNER'S SIGNATUR&--- DATE: J PERMIT FEE: $100.00 FEE RECEIVED BY: (CHECKS AND MONEY ORDERS ARE TO BE MADE PAYABLE TO: TOMPKINS COUNTY.) Rev 08/17/05 COPY Page 1 of 4 CONTRACTOR INFORMATION: O j COMPANY NAME: �� ,f� CONTACT NAME: PHONE NUMBER: CELL NUMBER: FAX NUMBER: ADDRESS:, INSURANCE CERTIFICATE SUBMITTED?: POLICY NUMBER: $lM General Liability PERFORMANCE BOND SUBMITTED?: BOND NUMBER: $1,000 Per Job I HEREBY CERTIFY, BY SIGNATURE BELOW, THAT I CAN AND WILL OBTAIN PROOF OF THE INSURANCE COVERAGE AND PERFORMANCE BOND REQUIRED BY THE COUNTY OF TOMPKINS FOR THIS PERMIT CONTRACTOR SHALL PERFORM WORK WITHOUT INTERRUPTION AND IN ACCORDANCE WITH ATTACHED DRIVEWAY CONSTRUCTION DRAWINGS AND SPECIFICATIONS, AND IN CONFORMANCE WITH ATTACHED TERMS & CONDITIONS AND ALL OTHER APPLICABLE REQUIREMENTS. NOTIFICATION MUST BE GIVEN TO THE COUNTY HIGHWAY 48 HOURS PRIOR TO COMMENCEMENT OF WORK. FINAL INSPECTION TO BE MADE BY COUNTY HIGHWAY WITHIN 48 HOURS AFTER NOTIFICATION BY CONTRACTOR OF WORK COMPLETION. ALL FINAL INSPECTIONS WILL ONLY BE PERFORMED DURING NORMAL COUNTY WORK HOURS. CONTRACTOR'S SIGNATURE: SITE INSPECTION: SATISFACTORY, no improvement required. INITIAL: FRONT AND END VIEW PHOTOGRAPHS ON FILE. DATE: UNSATISFACTORY, the following required: DATE: HIGHWAY MANAGER (OR DESIGNEE): DATE: REFERENCE: PERMIT #: PROPERTY OWNER: WORK LOCATION: CERTIFICATE OF COMPLETION AS OF THE DATE BELOW, THE TOMPKINS COUNTY HIGHWAY DEPARTMENT CERTIFIES THAT THE DRIVEWAY WORK DESCRIBED HEREIN APPEARS TO BE COMPLETE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS INCLUDED IN THIS PERMIT AND REPAIRS .OR MODIFICATIONS ARE NOT REQUIRED. HIGHWAY MANAGER (OR DESIGNEE): DATE: Rev 10/04/05 Page 2 of 4 U .A CONTRACTOR INFORMATION: • ;:' u '► °COONNTACi NAME: , COMPANY NAME: ` � j- ;',} .:. PHONE NUMBER: CELL CELL NUMBER: FAX NUMBER: ADDRESS: %, U y� I Vl � AN /Y /� INSURANCE CERTIFICATE SUBMITITD?: POLICY NUMBER: /44 P Z S S 3 1 b qv3 ez $1M General Liability RMANCE BOND SUBMITTED?: BOND NUMBER: PERFORM $1,000 Per Job I HEREBY CERTIFY, BY SIGNATURE BELOW, THAT I CAN AND WILL OBTAIN PROOF OF THE INSURANCE COVERAGE AND PERFORMANCE BOND REQUIRED BY THE COUNTY OF TOMPKINS FOR THIS PERMIT. CONTRACTOR SHALL PERFORM WORK WITHOUT INTERRUPTION AND IN ACCORDANCE WITH ATTACHED DRIVEWAY CONSTRUCTION DRAWINGS AND SPECIFICATIONS, AND IN CONFORMANCE WITH ATTACHED TERMS & CONDITIONS AND ALL OTHER APPLICABLE REQUIREMENTS. NOTIFICATION MUST BE GIVEN TO THE COUNTY HIGHWAY 48 HOURS PRIOR TO COMMENCEMENT OF WORK. FINAL INSPECTION TO BE MADE BY COUNTY HIGHWAY WITHIN 48 HOURS AFTER NOTIFICATION BY CONTRACTOR OF WORK COMPLETION. ALL FINAL INSPECTIONS WILL ONLY BE PERFORMED DURING NORMAL COUNTY WORK HOURS. CONTRACTOR'S SIGNATURE: DATE: ---------------------------------------------------------------------- SITE IN&PECI'ION: �^ SATISFACTORY, n improvement required. INITIAL: FRONT AND END VIEW PHOTOGRAPHS ON FILE. DATE: UNSATISFACTORY, the following required: j HIGHWAY MANAGER (OR DESIGNEE): d REFERENCE: PERMIT #: oo o U ^ oc PROPERTY OWNER: WORK LOCATION: ��STG�) �C i�0 '4` (i DATE: 7` Z I— O 8 H Pl(ttt, 6K6zH9Fk-` H- CERTIFICATE OF COMPLETION AS OF THE DATE BELOW, THE TOMPKINS COUNTY HIGHWAY DEPARTMENT CERTIFIES THAT THE DRIVEWAY WORK DESCRIBED HEREIN APPEARS TO BE C MPLETE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS INCLUDE IN THI PE IT AND REPAIRS OR MODIFICATIONS ARE NOT REQUIRED. HIGHWAY MANAGER (OR DESIGNEE): , DATE: U Rev10/04/05 Page 2of4 O SITE DATA: (see ditch cross-section, site plan sketch, and ditch profile on rear) 1. Visibility: COPY Satisfactory' ; meets sight distance requirement for prevailing speed. >- Unsatisfactory , requires the following action: 1. Clear obstruction for required sight distance. 2. Relocate driveway entrance. 3. Warning sign required (complete #5). 2. Diameter Determination: 1. Culvert diameter upstream /? o inches 2. Culvert diameter downstream S; 0 inches 3. Driveway culvert diameter required: plastic /?,0 inches / metal /,?. 0 inches 3. Length Determination: 1. Drive skewed to road _ yes +ono 2. Gradient at edge of shoulder: a. flat b. moderate ;,� c. steep 3. Driveway culvert length required D,:� feet 4. Backfill Re uirements:_ —Crushed limestone 5. Warning Sign Requirement: Driveway warning sign(s) Type Number 1 2 6. Driveway Surface Pavement: Pavedrl' �^.7uJH��?o1i�Jc s io�i� f 7. Site reviewed by: %;_ Date: 4i o�' Remarks: ** ATTACHAPPENDMA ** F:COMMON/DRIVEWAY - ENTRANCE PERMIT Rev 08/17/05 Page 3 of 4 NO WORK SHALL BEGIN UNTIL A CURRENT CERTIFICATE OF INSURANCE AND A $1,00 n 'BOND (OR"CERTIFIED BANK CHECK OR LETTER OF CREDIT) IS ON FILE, AND PAGE 2 HAS BEEN -COMPLETED AND RETURNED TO THE TOMPKINS COUNTY HIGHWAY DEPARTMENT. CULVERT INSTALLATION DIMENSIONS / SPECIFICATIONS: PARAMETERS A, B, A(S), B(S), C, D, & ID ARE GIVEN BY THE HIGHWAY DEPARTMENT. INLET A EOP, center line of culvert 12 in MINIMUM COVER C o I+ —ID CULVERTINLET C = inlet invert ID = interior culvert diameter Cexisiting 12= .1in. ID = /?, in. IF METAL A Crequired — 0, v in. .-.Lower C 3, t9 in. IF HO PLASTIC Crequired = 3 YD in. ..Lower C 7 in. Ditch line MUST be cleaned out and lowered to specified invert (Crequired) 10 feet upstream from inlet. OUTLET CULVERT OUTLET D = outlet invert EOP fired runoff to road shoulder �he ditch hackslope Dexisitiag= � ;-i.Q In. IF METAL IF HO PLASTIC D Drequired = -30,6 ill• Drequired = 3 iQ in. .%Lower D 2,0 in. :. Lower D 41 in. Ditch line MUST be cleaned out and lowered to specified invert (Drequired) 10 feet downstream from outlet. Plan View A, B = distance from E.O.P. (edge of pavement) to center of culvert skewed culvert A(S) = distance from E.O.P. to culvert inlet (if skewed) �J B(S) = distance from E.O.P. to culvert outlet (if skewed) B(S) ACS) } Edge of Pavement B = ;'f:' ft. centerline of highway A(S) _ . ; Z2 ft. (if applicable) B(S) _ ` ft. (if applicable) The ends of the culvert pipe MUST either have standard end sections, or a 12 on V slope (30 degrees), using crusher run limestone. Rev 08/17/05 Page 4 of 4 Affidavit of Exemption to Show Specific Proof of Workers' Compensation Insurance'. j • Coverage for a 1, 2, 3 or 4 Family, Owner -occupied Residences 2 12003, "This form cannot be used to waive the workers' compensation rights or obligations of an"iarly *� sxI;:; A ViI F ,/ZC�rii.�� Under penalty of perjury, I certify that I am the owner of the 1, 2, 3 or 4 family, owner occupied residence" (including condominiums) listed on the building permit that I am applying for, and I am not required to show specific proof of workers' compensation insurance coverage for such residence because (please check the appropriate box): I am performing all the work for which the building permit was issued. ❑ I am not hiring, paying or compensating in any way, the individual(s) that is(are) performing all the work for which the building permit was issued or helping me perform such work. ❑ I have a homeowner's insurance policy that is currently in effect and covers the property listed on the attached building permit AND am hiring or paying individuals a total of less than 40 hours per week (aggregate hours for all paid individuals on the jobsite) for which the building permit was issued. I also agree to either: ♦ acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit if I need to hire or pay individuals a total of 40 hours or more per week (aggregate hours for all paid individuals on the jobsite) for work indicated on the building permit, or if appropriate, file a WC/DB-100 exemption form; OR ♦. have the general contractor, performing the work on the 1, 2, 3 or 4 family, owner -occupied residence (including condominiums) listed on the building permit that I am applying for, provide appropriate proof of workers' compensation coverage or proof of exemption from that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit if the project takes a total of 40 hours or more per week (aggregate hours for all paid individuals on the jobsite) for work indicated on the building permit. � 5 /0 (Signature o`I`Homeo�Ker) / (Dr 4e Signed) Na Lek aan< -KV1 (Homeowner's Name Printed) Property Address that requires the building permit: $1K+AXL . &ad _FAX -PU(JA 32.2 — 3 Q � Home Telephone Number W-7 -2�7 9 — 904-1 Sworn to before me. this 1'dday of vvto (C U er or ary nbUc)v PAULEM NEILSEN Notary Public, State of New Nbrk No. 01 NE6156809 Clualified In Tioga County j,-� ,—CiiMM[P. aA1L Once notarized, this Form BP-1 serves as an exemption for both workers' compensation and disability benefits insurance coverage. BM (9-0.7) NY-WCB LAWS OF NEW YORK,1998 CHAPTER 439 The general municipal law is amended by adding a new section 125 to read as follows: 125. ISSUANCE OF BUILDING PERMITS. NO CITY, TOWN OR VILLAGE SHALL ISSUE A BUILDING PERMIT WITHOUT OBTAINING FROM THE PERMIT APPLICANT EITHER: L . PROOF DULY SUBSCRIBED THAT WORKERS' COMPENSATION INSURANCE AND DISABILITY BENEFITS COVERAGE ISSUED BY AN INSURANCE CARRIER IN A FORM SATISFACTORY TO THE CHAIR OF THE WORKERS' COMPENSATION BOARD AS PROVIDED FOR IN SECTION FIFTY-SEVEN OF THE WORKERS' COMPENSATION LAW IS EFFECTIVE; OR 2. AN AFFIDAVIT THAT SUCH PERMIT APPLICANT HAS NOT ENGAGED AN EMPLOYER OR ANY EMPLOYEES AS THOSE TERMS ARE DEFINED IN SECTION TWO OF THE WORKERS' COMPENSATION LAW TO PERFORM. WORK RELATING TO SUCH BUILDING PERMIT. Implementing Section 125 of the.General Municipal Law 1. General Contractors — Business, Owners and Certain Homeowners For.businesses and certain homeowners listed as the general contractors on building permits, proof that they are in compliance with Section 57 of the Workers' Compensation Law (WCL) is ONE of the following forms that indicate that they are:, 4 insured (C-105.2 or U-26.3), ♦ a Board -approved self -insured employer (SI-12), or ♦ are exempt (WC/DB-100), under the mandatory coverage provisions of the WCL. Any residence that is not a 1, 2, 3 or 4 Family, Owner -occupied Residence is considered a business (income or potential income property) and must prove compliance by filing one of the above forms. 2. Owner -occupied Residences For homeowners of a 1, 2, 3 or 4 Family, Owner -occupied Residence, proof of their exemption from the mandatory coverage provisions of the Workers' Compensation Law when applying for a building permit is to file Form BP-1. ♦ Form BP-1 shall be filed if the homeowner of a 1, 2,3 or 4 Family., Owner -occupied Residence is listed as the general contractor on the building permit, and the homeowner: 0 is performing all the work for which the building permit was issued him/herself, 0 is not hiring, paying or compensating in any way, the individual(s) that is(are) performing all the work for which the building permit was issued.or helping the homeowner perform such work, or 0 has a homeowner's insurance policy that is currently in effect and covers the property for which the building permit was issued AND the homeowner is hiring or paying individuals a total of less than 40 hours per week (aggregate hours for all paid individuals on the jobsite) for the work for which the building permit was issued. If the homeowner of a 1, 2, 3 or 4 Family, Owner -occupied Residence is hiring or paying individuals'a total of 40 hours or MORE in any week (aggregate hours for all paid individuals on the jobsite) for the work for which the building permit was issued, then the homeowner may not file the "Affidavit of Exemption" Form BP-1, but shall either: 0 acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit (Form C-105.2 or Form U-26.3), OR Wq*I gr`,114121"1 "1In 11. 0 Aos've ithea general�conti~o'l�erforming the work on the 1, 2, 3 or 4 family, owner -occupied residence X do�iniiJuns fisted onthe building permit, provide appropriate proof ofworkers'compensation ve%age,.or,. proo&of exem, opmjom that coverage on forms approved by the Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit. BP-1 (9-07) Reverse www.wcb.state.ny.us 00 k d- N 1 Ln �Q 9 OFFS O V U �� N � "N1��S1T 4&5� 109NA�p NSW Y00� '1.Z'i"IZiiv r „ PRESSER 5' _B t -r., 6 ATNRO°M tog SF MOpR°0M `� 43 SF `r t r; 10 15 � (3N1 E S O1 � R-10S' 3 tt RPDtPsj �� OR �` PCS� REFS REFER �° 1HpCK Ss t CC�CRETE � XtMU � "010A MA t gR� E �` KITCHEN t CEt-PR °� fig? SF �N1N0 R0°M CH gtp SF FRIDGE 13'' 2'-0 t 3 �4„ 118' .5 SCALE' 1 4 � J CP D O Dw 00 0 6' -0" P Is 4 0 0 � � N CD CO c4 Dp,TE REV pEg�R1P��ON 212g�0a 0 CD ,--- 1�Z�E". 1ST FAR p`PN YB �Rp,W14 BY' D BY., JER CHE�KE FS NpTEfl SCP�E. SHEET NVMgER. A r A FLOOR TOPPING USED IN RADIENT 2x12 @ 2'-0" O.C. PT ZONES AND FOR THERMAL MASS ENGINEERING SHALL BE AT A MAXIMUM 109 SOUTH ALBANY STREET 1 1 /2" OF LIGHT WEIGHT MIX CONCRETE -� r r r- 7 ITHACA �YORK 14"oPH I 2119WITH A DENSITY OF 110 PCF. J L-- J - - -- LJ - J'll � �0 W, 08.354,6 P.� Z W _M I I I I I I I I I I I I I I I U) W O I I I I I I I I I I I I I I I ry U-) J J I I L� - L J I- L- 1 I I I I I I I I I I I I I I I W I. I I 3 1/2"x 11 7/8" PARALAMOf WOLMANIZED LEVEL 2 p Z OR (3) 2x12 PT W m c6 TYP. BOTH SIDES I I I I I I I I I I I I I I I Ncu REV DESCRIPTION DATE 0 CD 2/29/08 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �IJ I I TITLE: J J 1ST FLR FRAMING 3 1 /2"x 11 7/8" PARALAM WOLMANIZED LEVEL 2 BLOCKING 3 BAYS EACH END OR (3) 2x12 PT - - 3 1 2"x 11. 7 8"- PARALAM WOLMANIZED -LEVEL 2 - - - --- - - - - ' - OR (4) 2x12 PT DRAWN BY: YB TYP. BOTH SIDES CHECKED BY: JER SCALE: AS NOTED MAXIMUM OF 1 1/2" OF LIGHTWEIGHT CONCRETE, DENSITY = 110 PCF ON FLOOR SHEET NUMBER: 1 ST FLR FRAMING PLAN & N C 7 (3) 11 7/8" LVL 2x12 @ 2'-0" O.C. SPF NO. 2 6x6 SPF NO. 2 OR BETTER OR BETTER TYP. / 1 l � I I I I I I I I I I I I I I I (2) 9.5" LVL I I I I I I I I I I I I I I I HEADER W/(3) 2X6 JACK STUDS EA. END 1 O 3 2x6 JACK STUDS - 2x6 @ 2'-0" O.C. STUD WALL 1 { { I I I I I I I I I I I I SPF NO.2 OR BETTER I I I I I I I I I I 1 I I I I (3) 2x8 HEADER W/(2) JACK STUDS AND (1) FULL STUD EA. END - NOTES: 1. ALL HEADERS SHALL BE (3) 2x6 W/(2) JACK STUDS AND (1) FULL STUD EA. END UNLESS NOTED OTHERWISE 2. WALL SHEATHING SHALL BE 1 /2" 2ND FLR FRAMING PLAN ON gcAi F• 1 /a" = 1,-n-' ENGINEERING 109 SOUTH ALBANY STREET ITHACA, NEW YORK 14850 PH: 607-277-1118 FAX: 607-277-2119 Z --- ui Cn W Lo Z °O O W ui N � (D Z W m cu v Ca CV REV DESCRIPTION DATE 0 CD 2/29/08 TITLE: 2ND FLR FRAMING DRAWN BY: YB CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: e% ^ Image Mate Online - Printer Friendly Report Page 1 of 2 Property Description Report For: 441 Bostwick Rd, Municipality of Ithaca A A No Photo Available Land Assessment: Total Acreage/Size: Deed Book: Grid East: Area Living Area: Second Story Area: Additional Story Area: Finished Basement: Structure Building Style: Bedrooms: Fireplaces: Porch Type: Basement Garage Cap: Overall Condition: Year Built: Owners 2008 - $68,700 2007 - $68,700 58.47 47454 825685 Status: Roll Section: Swis: Muni: Tax Map ID# 1 SBL: Site: Property Class: Zoning Code: Neighborhood Code: Total Assessment: School District: Deed Page: Grid North: 0 sq. ft. First StoryArea: 0 sq. ft. Half StoryArea: 0 sq. ft. 314 StoryArea: 0 sq. ft. Number of Stories: Bathrooms (Full - Half) 0 Kitchens: 0 Basement Type: Porch Area: 0 Attached Garage Cap: Overall Grade: Active Taxable 503089 Ithaca 32.-2-3.22 RES 1 312 - Vac w/impry 30010 2008 - $80,000 2007 - $80,000 Ithaca 6001 881391 0 sq. ft. 0 sq. ft. 0 sq. ft. 0 0 - 0 0 N/A 0.00 0.00 sq. ft. http://asmsdg2.tompkins-co.org/report.aspx?file=http://asmsdg2.tompkins-co.org/images/no... 4/1 /2008 Image Mate Online - Printer Friendly Report Page 2 of 2 Name Tom Greenspun Barbara Gizewski Nathaniel Greenspun Sales Address Gizewski, Barbara 441 Bostwick Rd Ithaca NY,14850 Gizewski, Barbara 441 Bostwick Rd Ithaca NY,14850 Gizewski, Barbara 441 Bostwick Rd Ithaca NY,14850 Date Price Prop. Class Valid Arms Length Deed Book Page Prior Owner 6/20/2005 $1 312 - Vac 0 N 47454 6001 Bostwick w/impry Llc, Additional parcels involved in above sale: 503089 - 32.-2-3.5 Utilities Sewer Type: Utilities: Fuel Type: Private Electric Water Supply: Heat Type: Central Air: Private No http://asmsdg2.tompkins-co.org/report.aspx?file=http://asmsdg2.tompkins-co.org/images/no... 4/1 /2008 � gn) :.0 I:T ..r 3 TOWN OF'ITHACA STORMWATER MANAGEME M. 215 North Tioga-,Street •. Ithaca, NY 14850- • 607 273 1747wn ithaca,ny us �`a - r .1821 dimple ,,Erosion and,..Sed[m" ernt C6mr , „Y,.. „7a 8R '_,a' �` k,I k 4 y � ' s3 - '";��'".n' .:il•�.-� '�`���e4�,?".:.--`r"�;a+„s. The Town of Ithaca Stormwater Mana ement & Erosion and Sediment �`- 9 Law requ �,nr�iFe �y and/or contractors to complete a Simple'Erosfon & •Seo- --J - )jects: that do not require ' ° I' St rmwater PollutionrPrevention Plan (SWPPP). The purpo: are that proper erosion cohtrol"measures will be implei erif 'duringp j prevent � " , ` ' your`" ro'ect to r p 2q Bring our streams, wetland's, and Cayuga Lake. �onstruction. Erosion Control lnspect�ions . QpS an Erosion Contr Ireportwillbe . QP .. ..... Type of Land Developrpe91-l4ctivity: Building Construction MExcavation ol-r1116ggo Utility Work ❑ Other❑ Brief Description .of Project: Rew s'riGe- �r�e CM.siYUC+-OY) 04- 4z, -3t „wa i, �' I C4Lil Pax Contact'Person Name:&(�SaVJR6Tri Owner/Developer Name: �;(G�+"1�i►����'i,t Contact Person Phone: - Owner/Developer Address: (*,)01 k°T19ga Sf- Total Area of Land Disturbance (square feet) 2.000 0tal Volume Soil' Excavation/Fill (cubic yards) 0 Street Address/Location of Project: �2 7FS-i�viCic I Tax Parcel Number: II r /U � i4g6o Owner/Developer Phone No.: 3%rl _2�0T Owner/Developer Email: Contractor Name: i` (owned to �) Contractor Phone No.: Contractor Email: Required Submittals: (Description of existing site conditions either in a narrative or shown on arydrawing. Note adjacent areas in relation to potential erosion and sediment control problems including sloped areas and locations of on -site and off -site streams, nds, and wetland areas. Drawing showing the total site area or parcel. Include delineation - .. p of areas to be disturbed and location of erosion and - 1 ent{control,practfces - - Ltst of erosion antlaedfinentcontrol practfcdb�to be implemented, including.maintenance'procedures and re-ve `etation = ' 9.. " plan: Erosion and sediment control practices include but are.: ,ot limited to silt':fence, rock:check dams,,'slope stabilization; and s'eedfng and mulchinga See back of form for'tfps on erosion'and sediment control practices: 1 v Developer and ,ContractorCertification .;:. . `!I:certrfy,under penalty.of law.that I understantl and agree to comply with the terms and conditions of the submitted Simple., E`rosfon"and Sedimen`t'Control Plan; l also anderstand that it is.unlawful for any person'to cause or.eontribute to awiolation, of wa ality star }}} > r Owner/Develop griature ..P ri"ame Contractor gignature Date Print Name �e 10, h NATNAMa GREENSPUN 474546-Ml No. 32-2-3.22 N 5VW26' E M43* I L JNAP (NO S �iit C c nC� i�'i vY1 S 4 it s7a3m)i ' Iard J 1 1G1�15 1`UiGi�'tS �1 ewaR ) tcs,nno Lor 701 . ,DT A 1 12pp �ur .I m WI a� PARM A e a v AR& - 10m AdiFS NET TO Ra �6` ;yl �� � O s, , 1 -jar„ 1 11006f ! lUt91' E M JAI -- 14J b 'dlBl liElD- 0 N S 1 wl Iw *Do= ! d'i161i a PAS B / 1 ARM J9.70 AMS IE7'1D RQ Ig L-J .N rwi e AWNIMWO Q,.N 33734Y E 12LWO N 6PQV0' ■ s h y W CEmIFlGlE OF APPROVAL hw�wti+.rrr rwe 0 io Gib - aoms I ht-e I yWO o-yi R I I V� 75 I prb N I .1III 'OF 17' A- 9a TOWN OF ITHACA 18 21 4� 215 N. Tioga Street, Ithaca, N.Y. 14850 • �� `�� www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water &Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 March 31, 2008 Re: Stormwater Inspection Report for 429 Bostwick Rd I� Dear Ms. Perri and Mr. Greenspun: I An initial stormwater inspection has been completed for your site. Attached is a Stormwater Inspection Report for your project. The Town will be completing weekly inspections to check the erosion and sediment control on your site. If we find any problems, we will send you a report listing the deficiencies. E Please address the comments within one week of receiving the report. Failure to maintain sediment and erosion control can result in the Town of Ithaca withholding building related permits and inspections and/ or issuing fines. Please let me know if you have any questions about the comments on the report. Sincerely, Kristin Taylor Civil Engineer i I:\Watershed Plan\Stormwater Inspection Form Cover Letter.doc KTaylor Page 1 3/31/2008 OF IT�9 OF `IT> TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM %04�� 77 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us 1821 Stormwater Inspection Form `_ O The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. 11 Project Name/Location: Z'7 OS Inspection Date: d 3 o Inspection Type: % Initial Inspection Stormwater Plan Type: C5 Simple Plan ❑ Routine Weekly Inspection ❑. Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑ Existing Project ❑ Final Inspection- site completely stabilized 'Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures cc 73 • Control Measure N Comments .o = — -a d 'M o a a Z2 Z Silt Fence Stabilized Construction Fx�ev�d "' 30r Entrance Rock Check Dams Riprap Outlet Protection Inlet Protection Erosion Control Mat Seed & Mulch Stockpiles 0 Other X x I I '-6, Z) Pr/0 �Z, �.to C. t VV)"I C, ASAP 4A SGdS r Permanent Stormwater Management Measures Y m � m Stormwater' Comments Management u, Measure c a a zg za Detention Pond Infiltration Swales Rain Garden Other YES NO Is there an increase in water turbidity? Is there oil residue or floating substances in the water?_ Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? x Is work outside the limits of the approved plans? Y, Is there an increase of sediment tracking onto roads? *4 Did inspector notify the onsite Contractor about problems? x_ GENERAL COMMENTS r Inspector Name: ' Title: C' �'� d J Inspector's Signature: . � Date: 3— OY Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. 40. U Inspecto'r's Contact Information (email or phone) Tom, I 10 °F1T��a TOWN OF ITHACA 1-ie21 '� 215 N. Tioga Street, Ithaca, N.Y. 14850 www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC W __.'.._' 0-,1 - Ti1c Water&Sewer)-273-1656 ENGINEERING 273-1747 l GCi S�i1U Nrl v2 w4 DATE: May 1, 2008 V14Q,4, ur wIP s RE: Notice of DeficiE . fh �� � tip v�G PROJECT: 429 Bostwick R� 9�,✓� �� h TO: Nathaniel Greel 601 North Tiog� G v v n 0-� C4 l Ithaca, NY 14i � 4 Attached are the current Please note that there are erosion and sediment control deficiencies on your site. Please correct these deficiencies within 10 days to avoid penalties. The Town will continue to monitor your site and send you Stormwater Inspection Forms. Continuous violations of your erosion and sediment control can result in the Town withholding building -related permits and inspections for your site and/or fines of up to $1,000 per day or imprisonment of up to 15 days. These fines are detailed in the Town's Stormwater Ordinance. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. Attached: Stormwater Inspection Report(s) Dated 4/25/2008 cc. project file SIGNED// Notice Transmittal Form 11 OF ITx /f oi Ca-9( `. flau _J6 5:� ' OF Jr TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us (-0� 1821 Stormwater Inspection Form ,The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a ;qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example linspection form. Project Name/Location: 11 �� �J&'7VvlC% W Inspection Date: ( 2 5 Inspection Type: ❑ Initial Inspection Stormwater Plan Type: ,g- Simple Plan Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑ Existing Project ❑ Final Inspection- site completely stabilized *Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures m Control Measure 3 N Comments rr r — d W._ 4.. C, a zn Za Silt Fence X Stabilized Construction Entrance k Rock Check Dams Riprap Outlet Protection Inlet Protection Erosion Control Mat jC Seed & Mulch X Stockpiles � x . Other k IF rvo 5ro'�)V i%T-olZF f1jo2p roP Rn. — N® "Go / V-"Duct$ iro"EYW5 -Th &1 r-, v i�Al@o Permanent Stormwater Management Measures m m u � Stormwater Comments Management ) a Measure Q u C z z Detention Pond xI Infiltration Swales N Rain Garden X Other YES NO Is there an increase in water turbidity? Is there oil residue or floating substances in the water? A Is construction impacting the adjacent property? lowk— Is excess dust causing a disturbance to surrounding area? 2� Is work outside the limits of the approved plans? �— Is there an increase of sediment tracking onto roads? K Did inspector notify the onsite Contractor about problems? 1K GENERAL COMMENTS s Inspector Name: A),F J5, 1-10,(LA 1 Title: [rvlr- T-ALCIA Inspector's Signature: � n_ Date: y JV67) 0� Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) • • °FI� TOWN OF ITHACA p C1 E" 9 a2--� 215 N. Tioga Street, Ithaca, N.Y..14850 �4, ��¢� www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273 -1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: 05/16/2008 RE: Stormwater Inspection Report PROJECT: 429 Bostwick Road TO: Susan Perry 601 N. Tioga Street Ithaca, NY 14850 As we discussed yesterday, there are some stormwater and erosion control deficiencies on your site, and after working with you, you now have a plan of action. I have attached the current Stormwater Inspection Report for your reference. Hopefully we cleared up any misunderstandings yesterday, but if not, please call me at the above numbers. The Town will continue to monitor your site and send you Stormwater Inspection Forms. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. Attached: Stormwater Inspection Report(s) Dated cc. project file, SIGNED Deficiencies Transmittal Form • OF I7')�9C� (ii/10-4-' TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: Inspection Date: Inspection Type: ❑ Initial Inspection Stormwater Plan Type: 9 Simple Plan Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑Existing Project ❑ Final Inspection- site completely stabilized *Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures d .. � c m .c Control Measure N Comments Cr ,.. a -tea y -to o a a Z2 za Silt Fence Stabilized Construction C malt rip �rO ,yip �e�D_C/TC`- Entrance ar f0 `road- dam]"WCd -Ao G(retLt 5-1 ne- /F Rock Check Dams Riprap Outlet Protection d a Inlet Protection f Erosion Control Mat Seed & Mulch S-e-eo VvujG4-,,— vi-eS{ S` X.(` ► V �! �O �2.� i/► / SfDC�. i� Stockpiles /� S1.10ad be_ Ma Ic Gee of 4'r>y� �c b Other c _ . % Permanent Stormwater Management Measures W Stormwater' C M � c M Management Q w _g Measure a•°i •E �- a a zM zoa Detention Pond Infiltration Swales Rain Garden Other (� Is there an increase in water turbidity? Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS YES Comments NO _X X &JA0% -h 060 r a',d -,aAU • 0 Ck ` a7a-c %J 0 5 -' c_a a-px-"- 611�-. w; ` p Ins ector Name: 1 �� �71-A 70t ((g r Inspector's Signature: Qualified Professional Engineer Name (Full SWPPPs Only): /1 Title: (i%V � � F/qf Date: Qualified Professional Engineer Signature: Date: I certify'under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system • designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) I v Is OF ITq lwh� 17 ROCK OUTLET PROTECTION TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Purpose: Rock outlet protection is a section or apron of rock protection placed at the outlet end of a culvert or channel. The purpose of rock outlet protection is to prevent erosion of the downstream channel by reducing water velocity. Design Criteria: • The,design of rock outlet protection depends on location. Rock outlet protection is not sufficient for steep slopes since water can re -concentrate and increase velocity downstream. In this case, rock lining of the entire channel may be required: • The outlet protection shall not have a significant slope along its length. • There should be no overfall at the end of the outfall protection. The elevation at the downstream end of the apron shall be equal to the elevation of the receiving channel or adjacent ground. • There should be no bends in the outlet protection alignment. • Outlet protection material may be rock riprap, grouted riprap, or gabions. • Rock riprap should be a well -graded mixture of stone size, the majority of which shall be 9-inch diameter or larger. • Rock riprap thickness should be 1.5 times the largest stone size. • A filter shall be placed between the riprap and the underlying soil surface to prevent movement of soil through the riprap. The filter can either be a gravel layer or a plastic filter cloth. • The minimum length of outlet protection shall be 10 times the pipe diameter in feet. The following table gives examples: Pipe Diameter (feet) Rock outlet protection length (ft) 1 ft (12-inch) 10 ft 1.5 ft (18-inch) 15 ft 2 ft (24-inch) 20 ft 2.5 ft (30-inch) 25 ft 3 ft (36-inch) 30 ft 4 ft (48-inch) 40 ft Please consult the New York State Standards and Specifications for Erosion and Sediment Control for more detailed specifications °FIT TOWN OF ITHACA E-, a -� -- 215 N. Tioga Street, Ithaca, N.Y. 14850 18 21 www.town.ithaca.ny.us • TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273 -1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 • • DATE RE PROJECT 6/11 /2008 Stormwater Inspection Report 429 Bostwick Road TO: Susan Perry 601 North Tioga Street Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site and found sediment and erosion control deficiencies. Attached is the current Stormwater Inspection Report for your project. Please correct these deficiencies. The Town will continue to monitor your site and send you Stormwater Inspection Forms. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. Attached: Stormwater Inspection Report(s) Dated 6/5/2008 cc. project file Notice of Deficiencies 6.11.2008 0�..t OF IT1,4C, H � TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form F. y 18� 21 �NINWK, : S�'W yri The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: t� ) q Inspection Date:, / "�� / 0 '7 G Inspection Type: ❑ Initial inspection Stormwater Plan Type: Simple Plan B Routine Weekly Inspection ri Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑ Existing Project ❑ Final Inspection- site completely stabilized 'Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures d Control Measure Cr w d 0 Comments .. a a ZM Za Silt Fence Stabilized Construction Entrance Rock Check Dams Riprap Outlet Protection Ix I Inlet Protection Erosion Control Mat I ix Seed & MulchC�c%l (.;,�r � / A �� Stockpiles '."�G1f tJl Other Permanent Stormwater Management Measures Stormwater Comments Management' Cr M Measure a 0 W z a zM • Detention Pond �( Infiltration Swales. Rain Garden Other YES NO Is there an increase in water turbidity? X Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS ate(Tku • JA� 1AW 0-1(L/-°P-CA S dam.. COO�- Inspector Name: 1 ` � f V 1"m CA r1 Title: 1:—�n o I vi Oerl n G) v4eryl Inspector's Signature: Y.X . S Ji�VAANV-P Date: l 1 i d ooU , Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate„and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law: Inspector's Contact Information (email or phone) +()LAJ IJ r �w �f •R4 �� OF IT TOWN OF ITHACA �9 � v 82�- - 215 N. Tioga Street, Ithaca, N.Y. 14850 �4, �04 www.town.ithaca.ny.us • TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: 6/19/2008 RE: Stormwater Inspection Report • PROJECT: 429 Bostwick Road TO: Susan Perry 609 North Tioga Street Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site and found sediment and erosion control deficiencies. Attached is the current Stormwater Inspection Report for your project. Please correct these deficiencies. The Town will continue to monitor your site and send you Stormwater Inspection Forms. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. Attached: Stormwater Inspection Report(s) Dated 6/18/2008 cc. project file -- SW SIGNED First Notice of Deficiencies 6.18.08 f TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector, The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: IV 1 Inspection Date: ( ! 1 7/ Gg A Inspection Type: ❑ Initial Inspection Stormwater Plan Type: [Simple Plan []' Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑ Existing Project ❑ Final Inspection- site completely stabilized 'Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures d Control Measure 0 Comments N ._) .. a a zn Z Silt Fence Stabilized Construction X Entrance / \ Rock Check Dams Riprap Outlet Protection Inlet Protection Erosion Control Mat Seed & Mulch � r / 'Stockpiles Other Permanent Stormwater Management Measures_° . ► W Stormwater Management N g Comments Measure W V o a a zg za 40 Detention Pond Infiltration Swales Rain Garden Other YES NO Is there an increase in water turbidity? Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS • . �/ Mt . Inspector Name. `�' ' L '� I _ � Title. 7976 2 Inspector's Signature: Date: Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed!;to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons • who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) �yOFIT o� a TOWN OF ITHACA �y F r YE - 215 N. Tioga Street, Ithaca, N.Y. 14850 ��w -iowww.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, WaterBSewer) 273-1656 ENGINEERING 273 -1747 PLANNING 273-1747 ZONING 273 -1763 FAX (607) 273-1704 DATE: 7/7/2008 RE: Stormwater Inspection Report PROJECT: 429 Bostwick Road TO: ���e���� t`�`� sk The Town of Ithaca has recently conducted a stormwater inspection on your site. Attached are the latest Stormwater Inspection Reports for your project. Everything looks good. The Town will continue to monitor your site and send you Stormwater Inspection Forms. • The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. 0 Attached: Stormwater Inspection Report(s) Dated 6/26/08 and 7/3/2008 cc. project file First Notice of Deficiencies } r TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: ` - ` 9015T w rG K 2d , Inspection Date: /Z% i Inspection Type: ❑ Initial Inspection Routine Weekly Inspection ❑ Rain Event Inspection (>0.5 inches) ❑ Winter Shut Down Inspection ❑ Final Inspection- site completely stabilized Temporary Erosion & Sediment Control Measures m cc 3 Control Measure d v � y _ zg ZQ Silt Fence / Stabilized Construction J Entrance Rock Check Dams Riprap Outlet Protection Inlet Protection Erosion Control Mat Seed & Mulch • Stockpiles Other Stormwater Plan Type: [3 Simple Plan ❑ Basic SWPPP ❑ Full SWPPP Comments Permanent Stormwater Management Measures - m d � � m Stormwater Management rr -r Measure a 9 c C Z z° Detention Pond Infiltration Swales / Rain Garden / Other YES Is there an increase in water turbidity? Is there oil residue. or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? GENERAL COMMENTS 6 as kc c o to Comments NO 7 Inspect or's Signature: Date: (,/Z� �� Q I certify under penalty of law that this document ayl'd all attachments were prepared under My direction and supervision in accordance with a systen. designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persori`1�, who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true,` accurate, and complete. 1 am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) or 74ACA OF TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 a 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: / A' 6051 liV i LIB-• Inspection Date: Inspection Type: ❑ Initial Inspection Stormwater Plan Type: 9 Simple Plan S Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑ Existing Project ❑ Final Inspection- site completely stabilized *Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures m m Control Measure IRD y m Cr .. a Q Z � Z< Silt Fence Stabilized Construction �( Entrance Rock Check Dams Riprap Outlet Protection X Inlet Protection Erosion Control Mat Seed & Mulch �( Stockpiles Other `/ r Permanent Stormwater Management Measures d � m Stormwater `d Management '� M 2 Comments Measure m n. 0. a z 2 z< Detention Pond Infiltration Swales Rain Garden Other YES NO 'is there an increase in water turbidity? p Is there oil residue or floating substances in the water?Is construction impacting the adjacent property?_ Is excess dust causing a disturbance to surrounding area? _ _ Is work outside the limits of the approved plans?_ Is there an increase of sediment tracking onto roads? Did inspector notify the onsite Contractor about problems? �C GENERAL COMMENTS .Inspector Name: V�- P,1 Srk LA YVIOI n Title: rio) ri ee r 1 h n Inspector's Signature: 1VVV0t 1,- Date: 1' / Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the. person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete, l am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) J ow V7 .i . '1. • �c �1 OF ITS Y �A18R� TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: 419 &s'rPwcx Inspection Date: l i Inspection Type: ❑ Initial Inspection Stormwater Plan Type: 0 Simple Plan Routine Weekly Inspection ❑ Basic SWPPP Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑ Existing Project ❑ Final Inspection- site completely stabilized *Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures m m c m Control Measure M cc m M y ..,a a z2 zoa Silt Fence Stabilized Construction Entrance Rock Check Dams Riprap Outlet Protection Inlet Protection Erosion Control Mat Seed & Mulch Stockpiles Other x Comments Permanent Stormwater Management Measures m Stormwatercc Management Cr C ) 4) cc Comments Measure 44) c a a z za Detention Pond Infiltration Swales M Rain Garden u Other YES NO Is there an increase in water turbidity? Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS 0. —,:;� S(-�E Gcon Inspector Name: ��C t �" Title: Inspector's Signature: Date: . t t Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: IN I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system •designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. (/ Inspector's Contact Information (email or phone) \(;W "� yr �� I �p( 1 OFIr TOWN OF ITHACA Ar �9 O � � y 82;- 215 N. Tioga Street, Ithaca, N.Y. 14850 w ,04 www.town.ithaca.ny.us • TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273 -1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: 7/22/2008 RE: Stormwater Inspection Report PROJECT: 429 Bostwick Road TO: Susan Perry 609 North Tioga Street Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site. Thank you for maintaining your sediment and erosion control and correcting any deficiencies on your site. Attached is the current Stormwater Inspection Report for your information. The Town will continue to monitor your site and send you Stormwater Inspection Forms. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. Attached: Stormwater Inspection Report(s) Dated July 18 and 21, 2008 cc. project file Stormwater Inspection Transmittal Form SIGNED Kristin Taylor h04 OF ITx9C, 9 1" °�M;901 TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. q�2Project Name/Location: Inspection Date: Inspection Type: ❑ Initial Inspection Stormwater Plan Type: .Simple Plan Routine Weekly Inspection ❑ Basic SWPPP Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑ Existing Project ❑ Final Inspection- site completely stabilized *Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures m d Control Measure a m M rn a zM Z Silt Fence X Stabilized Construction Entrance Rock Check Dams Riprap Outlet Protection Inlet Protection X Erosion Control Mat Seed & Mulch Stockpiles �^ Other \ Comments Permanent Stormwater Management Measures Y ' a m Stormwater Management Measure -a 3 CD S 4. CL Q z * Z Q Detention Pond Infiltration Swales Rain Garden ,Other YES Is there an increase in water turbidity? Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS Comments Inspector Name: �,�\ �� `') i'vl-cL !� Title: Eno te`I° �rLoi Inspector's Signature: �.( Date: -7l I � / G (1 Qualified Professional Engineer me (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. is [3 S Inspector's Contact Information (email or phone) —row AM 0F ITOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: k' Inspection Date: % 110 Inspection Type: ❑ Initial Inspection Stormwater Plan Type: E] Simple Plan © Routine Weekly Inspection ❑ Basic SWPPP ® Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection ❑ Final Inspection- site completely stabilized Temporary Erosion & Sediment Control Measures o Control Measure c Comments a z2 Z4 Silt Fence Stabilized Construction Entrance Rock Check Dams Riprap Outlet Protection Inlet Protection Erosion Control Mat Seed & Mulch Stockpiles k X Ilk k X X Other 11 Permanent Stormwater Management Measures Stormwater' as � m Z Management Measure a d' o o a a z za Detention Pond Infiltration Swales IX Rain Garden Other YES Is there an increase in water turbidity? Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? GENERAL COMMENTS Comments ND Inspector's Date: Signature 112, Q . 1 certify under penalty of law that this d4ment and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) Tw A • is q OFF17,�\ TOWN OF ITHACA O(lL�ii1\qC1 F v 182i 215 N. Tioga Street, Ithaca, N.Y. 14850 �4,w �o¢ www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: 7/30/08 RE: Stormwater Inspection Report PROJECT: Cornell REM Project TO: Bernd Blossey bb22acornell.edu CC: Linda Aarisma Ima25(a)cornell.edu The Town of Ithaca has recently conducted a stormwater inspection on your site. Thank you for maintaining your sediment and erosion control and correcting any deficiencies on your site. Attached is the current Stormwater Inspection Report for your information. The Town will continue to monitor your site and send you Stormwater Inspection Forms. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. Attached: Stormwater Inspection Report(s) Dated cc. project file SIGNED Stormwater Inspection Transmittal Form AAOF IT ._...__...._—. __ —.. ---._.... ............ ift TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 - • www.town.ithaca.ny.us. Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections-by=the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection -fora.. --Project-Name/L-ocation-- i- ` r -� �— I - -- - -' J E` Inspection Date: Inspection Type: ❑ Initial Inspection. Stormwater Plan Type: �[✓] Simple Plan 03'Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection ❑ Final Inspection- site completely stabilized . Temporary Erosion & Sediment Control Measures Control Measure cc H s " a v a zoo Z1 'Slit Fence Stabilized Construction v' . Entrance Rock Check Dams V Riprap Outlet Protection Inlet Protection Erosion Control Mat Seed & Mulch (i • Stockpiles L/ Comments Other Permanent Stormwater Management Measures"' - — — - d m c d Stormwater c Co.. Comments Management d c �.. o. Measure .S o rL a z� za —Detention-Pond �-- Infiltration-Swales_.. Rain Garden �- Other YES NO Is there an increase, in water turbidity? v Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? GENERAL COMMENTS ' �- Inspector's Signature: _ - I certify under penalty of law that this document and all a chmenfs'we?g1?' repared designed to assure that qualified personnel properly gattlered and evaluated the in who manage the system, or those persons directly responsible for gathering inform true, accurate, and complete. I am aware that false statements made herein are pu the Penal Law. Inspector's Contact Information (email or phone) • my direction a d supervision in accordance with a syst� ion submitted. Based on my inquiry of the person or persons the information is, to the best of my knowledge and belief; )le as a Class A misdemeanor pursuant to Section 210.45 of IF r lyOF17, TOWN OF ITHACA • rezl -� 215 N. Tioga Street, Ithaca, N.Y. 14850 w j0 www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: 7/30/08 RE: Stormwater Inspection Report �10 PROJECT: 429 Bostwick Rd TO: Susan Perri 601 N. Tioga St Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site. Thank you for maintaining your sediment and erosion control and correcting any deficiencies on your site. Attached is the current Stormwater Inspection Report for your information. The Town will continue to monitor your site and send you Stormwater Inspection Forms. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. Attached: Stormwater Inspection Report(s) Dated cc. project file S I G N E / Stormwater Inspection Transmittal Form 1 TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street a Ithaca, NY 14850 a 607-273-1147 - • www.town.ithaca.ny.us. Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections -by --the Town . of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection -form. ,2 ( - �. ---- -- - --ProjectName/Location:-__.. _. ._ __ _.. ._.......__ . Inspection Date: 3 Inspection Type: ❑ Initial Inspection. Stormwater Plan Type: ["Simple Plan ❑�,. Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection ❑ Final Inspection- site completely stabilized Temporary Erosion & Sediment Control Measures � d Control Measure NC ccComments m c �. fl, Silt Fence Stabilized Construction Entrance Rock Check Dams Riprap Outlet Protection Inlet Protection Erosion Control Mat Seed & Mulch Stockpiles Other 111 ------------ Permanent Stormwater Management Measures — a>! Stormwater *' � Management a .. to. Comments Measure 'a 'V o a • a z2 za Detention-P-ond Infiltration Swales Rain Garden �- other YES NO Is there an increase in water turbidity?_ Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? GENERAL COMMENTS • ;' Inspector's Signature: . ��' � � � �_. Date: I certify, under penalty of law that this docu ent and all attachni -A were prepared under my dire4ion and m supervision in accordance with a syste designed to assure that qualified personnel Wperly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief; true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.Z of the Penal Law. Inspector's Contact Information (email or phone) i� oq9 TOWN OF ITHACA V-821-`� 215 N. Tioga Street, Ithaca, N.Y. 14850 L it �o www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273 -1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: August 12, 2008 RE: Stormwater Inspection Report PROJECT: 429 Bostwick Road TO: Susan Perry 609 North Tioga Street Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site. Thank you for maintaining your sediment and erosion control and correcting any deficiencies on your site. Attached is the current Stormwater Inspection Report for your information. The Town will continue to monitor your site and send you Stormwater Inspection Forms. • The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. • Attached: Stormwater Inspection Report(s) Dated August 7, 2008 cc. project file SIGNED Kristin Taylor. Stormwater Inspection Transmittal Form O.F.1AP41i. F' 9 TOWN OF ITHACA-. STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 _ • www.town.ithaca.ny.us. Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections,by=the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection -form. Inspection Date: Inspection Type: ❑ Initial Inspection Routine Weekly Inspection Rain Event Inspection (>0.5 inches) ❑ Winter Shut Down Inspection ❑ Final Inspection- site completely stabilized: Temporary Erosion & Sediment Control Measures d d C d • Control Measure C c ._ a z zo Silt Fence \ Stabilized Construction . Entrance Rock Check Dams \ / Riprap Outlet Protection Inlet Protection X Erosion Control Mat �( Seed & Mulch \, • Stockpiles Stormwater Plan Type:. ® Simple Plan ❑ Basic SWPPP ❑ Full SWPPP Comments Other Permanent Stormwater Management Measures, d � m Stormwater Management '� w $1 Comments Measure a S. z a za • Detention -Pond YES NO Is there an increase in water turbidity? x Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? --X— Is excess dust causing a disturbance to surrounding area? �e- Is work outside the limits of the approved plans? >4 Is there an increase of sediment tracking onto roads? X GENERAL COMMENTS t-oo pod J Inspector's Signature: Date: / t/ o I certify under penalty of law that this nent and all attachments were prepared under my direction and supervision in accordance with a systs designed to assure that qualified personh6l properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) To w vA O; T-4.A- 6 C�- O, OF `T TOWN OF ITHACA 215 N. Tioga Street, Ithaca, N.Y. 14850 www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273 -1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: August 21, 2008 RE: Stormwater Inspection Report PROJECT: 429 Bostwick Road TO: Susan Perry 609 North Tioga Street Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site. Thank you for maintaining your sediment and erosion control and correcting any deficiencies on your site. Attached is the current Stormwater Inspection Report for your information. The Town will continue to monitor your site and send you Stormwater Inspection Forms. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. Attached: Stormwater Inspection Report(s) Dated August 15, 2008 cc. project file Stormwater Inspection Transmittal Form SIGNED Kristin Taylor. F/1; IT�90 9 • • • 4 TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: Inspection Date: Inspection Type: ❑ Initial Inspection Stormwater Plan Type: /%Simple Plan [a Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)" ❑ Existing Project ❑ Final Inspection- site completely stabilized 'Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures d d Control Measure m M N .r a a z2 zoa Silt Fence Stabilized Construction Entrance Rock Check Dams Riprap Outlet Protection Inlet Protection \� Erosion Control Mat Seed & Mulch Stockpiles Other Comments Permanent Stormwater Management Measures m 0 N Stormwatercc Management Q a u, ;; cc g 'a Measure Q 13 ) . ° C z Detention Pond U Infiltration Swales Rain Garden A Other YES Is there an increase in water turbidity? Is there oil residue or floating substances in the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS Comments NO/ Inspector Name: C-- Icy i� (-� Title: IEAJG (AJ Inspector's Signature: �JL�-., �C Date://sf68 � v Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: • • I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons • who manage the system, or those persons directly responsible for gathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) Tow P3 0 l74-)q-c* • 6& 272 6076 town of ithaca public wo o414 OF ITO� A7'SR 02:05:41 p.m. 09-03-2008 9110 TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca, NY 14850 • 607-273-1147 a www.town.ithacamy.us Stormwater Inspection Form OF J?� 1 o �n 118 21 The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by fire property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a Qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. B@low is an example inspection form. Project Name/Location: '7 l Inspection pate: C0109 Inspection Type: ❑ Initial Inspection Stormwater Plan Type: N Simple Plan t" Routine Weekly inspection ❑ Basic SWPPP Rain Event Inspection (>0.6 inches) ❑ Full SWPPP Winter Shut Down Inspection (Monthly)' ❑ Exfstirtg Project Final Inspection- site completely stabilized `Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sedimert Control Measures 0 Control Measure g • g Silt Fence y Stabilized Construction �( Entrance Rock Check Dams Riprap outlet Protection y Inlet Protection Erosion Control Mat Seed & Mulch X Stockpiles Other �11 Comments 1 60i 272 6076 town of Ithaca public wo Permanent Stormwater Management Measures Stormwater Management Measure Detention Pond Infiltration Swales Rani Garden Other F X 02:06:03 p.m - 09-03-2008 Comments YES NO Is there an Increase in water turbidity? X Is there otl residue or floating substances In the water? Is construction impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? _Y Is work outside the ilmits of the approved plans? Is there an increase of sediment tracking onto roads? —� Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS Inspector Name: rGtiG) Tide: Inspector's Signature: �. -�1 - z Date: Qualified Profession I Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the Information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible forgathering information, the information is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone) -:�7 7-3— !7 417 • x °F'r TOWN OF ITHACA -e�"- 215 N. Tioga Street, Ithaca, N.Y. 14850 • E'TV Q www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273 -1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: September 4, 2008 RE: Stormwater Inspection Report PROJECT: 429 Bostwick Road TO: Susan Perry 609 North Tioga Street Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site. Thank you for maintaining your sediment and erosion control and correcting any deficiencies on your site. Attached is the current Stormwater Inspection Report for your information. The Town will continue to monitor your site and send you Stormwater Inspection Forms. • The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. • SIGNED Kristin Taylor. Attached: Stormwater Inspection Report(s) Dated September 3, 2008 Stormwater Inspection Transmittal Form 11:00:45 a.rn. 09-09-2008 13 116 ' 607 272 6076 town of ithaca public wo OF IT4 OF x I~O TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM r'�y� 215 North Tiogs Street • Ithaca, NY 148M • 607-273-1747 • www.tow Jthaca.ny.us F+ y 821 Stormwater inspection Form p YO; i The Town of Ithaca Stormwater Management S Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative: A Full Stormwater Pollution Prevention Pian (SWPPP) requires weekly inspections by a qualified inspector. The weekly inspection forms must be submitted to the Town of Ithaca. Below is an example inspection form. Project Name/Location: Inspection Date: g,�611 ' Inspection Type: ❑ Initial Inspection Stormwater Plan Type: Simple Plan Routine Weekly Inspection 98asic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down inspection (Monthly)' ❑ Existing Project ❑ Final Inspection- site completely stabilized 'Winter Shut Down requires complete site stabilization and approval from the Town or Ithaca Engineering Department Temporary Erosion & Sediment Control Measures e a Control Measure a • Silt Fence t Stabilized Construction / Entrance jf Rock Check Dams Riprap Outlet Protection J Inlet Protection ` Erosion Control Mat ./ Seed & Mulch Stockpiles l �r Other is Comments ' 607 272 6076 town of ithaca public wo 11:01 :08 a.m. 09-09-2008 14116 Permanent Storrnwater Management Measures Stormwater Comments Managemient t: _ Measure ` z z • Detention Pond Infiltration Swales Raln Gard&i Other 9 1X YES NO Is there an increase in water turbidity? V Is there oil residue or floating substances in the water? X Is construction impacting the adjacent property? —�— Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads?_ Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS • Inspector Name: C-ro.- Title: v5dq, Z: f % l Inspector's Signature: j�.�� Date: Qualified Profession�i Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penally of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons I who manage the system, or those persona directly responsible for gathering information, the information Is, to the best of my knowiedge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law, Inspector's Contact Information (email or phone) .�7317�/� • o F`r TOWN OF ITHACA 'i 215 N. Tioga Street , ;ez� Ithaca, N.Y. 14850 4 www. town.ithaca.ny.us w.town.ithaca.ny.us • TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: September 11, 2008 RE: Stormwater Inspection Report PROJECT: 429 Bostwick Road TO: Susan Perry 609 North Tioga Street Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site. Thank you for maintaining your sediment and erosion control and correcting any deficiencies on your site. Attached is the current Stormwater Inspection Report for your information. The Town will continue to monitor your site and send you Stormwater Inspection Forms. The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. SIGNED Kristin Taylor Attached: Stormwater Inspection Report(s) Dated September 9, 2008 Stormwater Inspection Transmittal Form a V OF IT TOWN OF ITHACA M 215 N. Tioga Street, Ithaca, N.Y. 14850 �41 y��� www.town.ithaca.ny.us TOWN CLERK 273-1721 PUBLIC WORKS (Roads, Parks, Trails, Water&Sewer) 273-1656 ENGINEERING 273-1747 PLANNING 273-1747 ZONING 273-1783 FAX (607) 273-1704 DATE: September 18, 2008 RE: Stormwater Inspection Report PROJECT: 429 Bostwick Road TO: Susan Perry 609 North Tioga Street Ithaca, NY 14850 The Town of Ithaca has recently conducted a stormwater inspection on your site. Thank you for maintaining your sediment and erosion control and correcting any deficiencies on your site. Attached is the current Stormwater Inspection Report for your information. The Town will continue to monitor your site and send you Stormwater Inspection Forms. • The Town of Ithaca's Stormwater Local Law is available for your review and reference on the Town's website, www.town.ithaca.nv.us. If you have any questions, you can contact the Engineering Department at 273-1747. • SIGNED Kristin Taylor. Attached: Stormwater Inspection Report(s) Dated September 16, 2008 Stormwater Inspection Transmittal Form 08:40:16 a.m. 09-16-2008 5112 607 ?.72 6076 town of ithaca public wo :. � �`Ov'. - CO—' F' TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street • Ithaca,NY14850 a 607-273-1747 a www.town.ithaca.ny.us Stormwater Inspection Form The Town of Ithaca Stormwater Management 6 Erosion and Sediment Control Law requires inspections for sites with sormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly Inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly Inspection forms must be submitted to the Town of Ithaca . Below is an'example Inspection form. Project Namell-ocation: —1-la9 0 ,1' Inspection Date: ? ly Inspection Type: Initial Inspection Stormwater Plan Type: ❑ Simple Plan Routine Weekly Inspection ❑ Bask: SWPPP Rain Event Inspection (>0.5 inches) ❑ Full SWPPP Winter Shut Down Inspection (Monthly)' ❑ Existing Project Final Inspection- site completely stabilized 'Winter Shut town requires complete site stabilizalion and approval from the Town of Ithaca Engineering Department Temporary Erosion S Sediment Control Measures Control Measure Slit Fence Stabilized Construction �c Entrance Rode Check Dams Rtprap Outlet Protection }� Inlet Protection Erosion Control Mat Seed $ Mulch Stockpiles Other 0 Comments J 607 272 6076 town of ithaca public wo 08:41:19 a.m- 09-16-2008 4 _ Permanent Stomrwater Management Measures Storrs mater Comments Management Measure Detention Pond Infiltration Swales a/ Ralh Garden Other YES NO Is there an increase In water turbidity? Is there all residue or floating substances In the water? Is construction Impacting the adjacent property? Is excess dust causing a disturbance to surrounding area? V/ Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? Did inspector notify the onsits Contractor about problems? GENERAL COMMENTS Inspector Name:�Gi j Title: Inspector's Signature: ` r ���2'�"'�f Date: Qualified Professional Engineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of taw that this document and ail attachments were prepared under my direction and supervision In accordance with a system designed to assure that qualified personnel property gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering Information, the information Is, to the best of my knowledge and befid. true, Accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact information (email or phone)_ Z?--5' 8 /12 OF ITN i TOWN OF ITHACA- STORMWATER MANAGEMENT PROGRAM 215 North Tioga Street a Ithaca, NY 14850 • 607-273-1747 • www.town.ithaca.ny.us Stormwater Inspection Form 3ni- lisF W yo-�) The Town of Ithaca Stormwater Management & Erosion and Sediment Control Law requires inspections for sites with stormwater management plans. A Simple Erosion & Sediment Control Plan requires regular inspections by the Town of Ithaca. A Basic Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by the property owners or representative. A Full Stormwater Pollution Prevention Plan (SWPPP) requires weekly inspections by a qualified inspector. The weekly. inspection forms must be.submitted.to the Town -of Ithaca: Below is'an'exairple . inspection form. - Project Name/Location: -7% /�d5fw%G� JeCl Inspection Date: _*—W/15 1 Inspection Type: ❑ Initial Inspection Stormwater Plan Type: 9Simpie Plan Routine Weekly Inspection ❑ Basic SWPPP ❑ Rain Event Inspection (>0.5 inches) ❑ Full SWPPP ❑ Winter Shut Down Inspection (Monthly)* ❑ Existing Project ❑ Final Inspection- site completely stabilized 'Winter Shut Down requires complete site stabilization and approval from the Town of Ithaca Engineering Department Temporary Erosion & Sediment Control Measures m u m Control Measure � e a Z; 4 Z 2� Silt Fence Stabilized Construction x Entrance Rock Check Dams X Riprap Outlet Protection x Inlet Protection X Erosion Control Mat X Seed & Mulch K Stockpiles Other Comments Permanent Storica erDMana ement Measures Pe mg 3 — Stormwater Management Measure Detention Pond Infiltration Swales 4 A C A 3 d z1 z F Comments Rain Garden ...... _.... - Other YES NO. Is there an increase in water turbidity? X Is there oil residue or floating substances in the water? �C Is construction impacting the adjacent property? X Is excess dust causing a disturbance to surrounding area? Is work outside the limits of the approved plans? Is there an increase of sediment tracking onto roads? �C _ Did inspector notify the onsite Contractor about problems? GENERAL COMMENTS Inspector Name: �i�Cl`�/C//! Title: Inspector's Signature: ���i/ : Date: Qualified Profession ngineer Name (Full SWPPPs Only): Qualified Professional Engineer Signature: Date: I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering information, the information Is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that false statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. Inspector's Contact Information (email or phone)_ 174�'7__ DOUBLE 2x8 SPF NO. 2 OR BETTER ii �i II i II i L II II IL {I II I II II -- II 2x8 BLOCKING TYP.- TT I I I I I I I I I I I 37 II II II II IL- -------------------- ------- ------------ . II II II II II - - Fl _ _j II II II II II II II n �_ II 7 — — --- ALL MEMBERS SHOWN ARE 2x8 SPF NO. 2 OR BETTER 2ND FLR CEILING FRAMING PLAN ® N SCALE: 1/4=.1'-O' ENGINEERING 109 SOUTH ALBANY STREET ITHACA, NEW YOPK 14850 PII: 607--"' 7-277-2119 '""ryt�. I%J P to z W 0 C!� W o Lo z OO z Wui Y O U_ � � N (n z O W M v rn ca REV DESCRIPTION DATE 0 CD 2129108 TITLE: 2ND FLR CEILING DRAWN BY: YB CHECKED BY: JER SCALE: AS NOTED SHEET NUMBER: AV\ I