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HomeMy WebLinkAbout0941DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 25.40-2-13,14 & 16 BOX 10 0��•. rr � G i i j �o l., Nof T IN . �rIV, Nor ., �14 1 4 0��•. rr ■' IN ,r . �. INN.A. k4J6, 0��•. PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL ulease print or tvDe PCHD Permit # Well Location: Street Address: Town/Village Tax Grid # �-oHOQ ��1V� FATt6R-60H Mapg-5•40Block fL Lot(s)ISAI Well Owner: Name: hftf -h Uo j Address: J�)Si Sw ��5r i� f � 1 PEi� S X3021 Use of Well: 7C Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought 5-�r gpm # People Served Est. of Daily Usage 4-00 gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No X Is well located in a realty subdivision? ...................................... ............................... Yes A No Name of subdivision PVrHNM i'e�g Lot No. `560 -•'351 Water Well Contractor: G Address: Is Public Water Supply available to site? .................................. ............................... Yes No )C, Name of Public Water Supply: —' Town/Village Distance to property from nearest water main: •- Proposed well location & sources of contamination to be provided on separate shee plan. Date: 1� 0 0 Applicant Signature: PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water well driller certified by Putnam County. G---- Date of Issue z Permit Issuing Official: • . — � Date of Expiratio O Title: Permit is Non- raps r le White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 VMNAM AUNTY HEALS ®EPT J 1 Geneva Road (845) 278 6130 O F Brewster NY 10509 �(% Dat � j 1 Received of The Sum Of Dol ars $ e For, ',ze;�.1� r Cash Check O ; Credit Gard gy ;- �ta`�ry r -- 7 ,Y PUTNAM COUNTY DEPARTMENT OF HEALTH -DIVISION -OF ENVIRONMENTAL HEALTH SERVICES CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE TREATMENT SYSTEM PCHD CONSTRUCTION PERMIT # ' c '- Located at +21 HO MGM Town or Village Owner /Applicant Name XF-" Formerly C ri H66J WK',0 Tax Map G� Subdivision Name Pi4TT15H Block Lot Subd. Lot # �501 X 15 11 I °) Mailing Address P. 'D° wt, 1_12 CA�44L_ Hew ' 0m- Zip I° 'II. Date Construction Permit Issued by PCHD Separate Sewerage System built by 041 vvl 0)�- mypN a4i - �- dt'1be Address Pag ''1 11y, 1 t1l) Consisting of b4Q Gallon Septic Tank and Other Requirements: Water Supply: Public Supply From Address RE. X Private Supply Drilled by � G�' �' i � � �� '� 'L Address 10T4 Building Typed 1 Has erosion control been completed? _ Number of Bedrooms 1� Has garbage grinder been installed? .1 1­; H9 I certify that the system(s), as listed, serving the above premises were constructed essentially as shown on the as- built plans (copies of which are attached), in accordance with the issued PCHD Construction Permit and approved plans and the standards, rules and regulatigns of the Putnam Count!hDeyartment of Health. Date: �l �� �'� Certified by JJ, )1 ,/ " P.E. R.A. Oign Professional) Address U6 t ti� � � � 1 oq � C, License # Any person occupying premises served by the above system(s) shall promptly take such action as may be necessary to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewage treatment system shall become null and void as soon as a public sanitary sewer becomes available and the approval of the private water supply shall become null and void when a public water supply becomes available. Such approvals are subject to modification or change when, in the judgment of the Public Health Director, such revocation, modifi atio r change is-necessary. Title: `�iEl Date: White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Desi ro ssional Form CC -97 February 2, 2005 Putnam County Health Department 1 Geneva Road Brewster, NY 10509 ATT: William Hedges Harry W. Nichols Jr., P.E. Patterson Park - Suite 106 2050 Route 22 Brewster; NY- 10509 Tel: (845) 2794003 Fax: (845) 2794567 Email: hnengineer@aol.com RE: Individual SSTS Compliance - Decolores Construction 42 Homer Drive Patterson, NY T.M. # 25.40 -2 -13 Dear Mr. Hedges: Enclosed are the following: 1. - Five -(5) prints -of Drawing S -1, "As- Built Plan ", dated 01/13/05. 2:.' "Ceitificate of Construction Compliance for ewage Disposal System , dated 02/02/05. 3. Three (3) copies of "Guarantee of Subsurface Sewage Disposal System ", dated 02/02/05. 4. Well Log, dated 01/25/05. 5. Water Test, dated 01/31/05. 6. E -911 address verification form. Kindly process the enclosed at your earliest convenience. Very truly yours, Harry ' cho Jr., P. E. HWN:gav 02- 047.00 Jan 21 05 01:32p TOWN OF PRTTERSO .845- 878 -2019 p.2 J,AN -19 -2005 03:11 PM HARRY W NICHOLS 914 279 4567 p•02 w-- _.- .r.... - _........ . -... d .. - - °BRUCE -PL f aY _ _ jYb�1C Flfftfk OWG01w/ x•• / ..w••_A/�fiP0�0if rl�i�.. �l0iii.[LfOI.. .. PAW _. _ .• _.._.... -_ - _ DEpA 1 T RTM OF ' FfMTH , . •.._ . . "_. :... _ .. .__::r•... I ojocra •Road- • __ . . 8rows1cr, Now Yolk 10509 •„ • .... .. .. •- YnSrnrulli KWU palm -etso tapi4! t'rt•�sst . . .. ►+ �. �, a, �f� ..�fel » :- isss...wtcai�trs•�su ,RZprgrn -eons .. ._..... ..•. ._•, .r •. •r .' _..� Efrtrrurr�. &.-(9�g31r•�a�, ►►ua.a p:anc -son R.�0�4M•(i/� - ' E911 A1)1)P aR,9'VFRTFTQAn0N FQEM OWtYERSX0Z -, ����kH Carl i 1GS'1oM ^_ TAX' bap WJMFI (Signature) _.. Th'e Putnam County Depar==t of health will not issue a --Cciflficate, of r . Constructi n Complisuce•unl6s the above form i& completed; i.e., it Ieggl Z91t addlrss is,pi4Igued W . s4 aj(horind town official. Thts.tccm is to ba submitted "- _ . ^ 'with the application for it Certificate of Comtroettou Cowgsue& - YML E��IR�NMENI�LSERVlCES ��� xear ��ree� Yor/��own-Heigb N_y. 10598 (914) 245-2800 Albert H. Padnvani, Director LAB #: 9.500124 CLIENT #: 58176 NON STAT PROC PAGE: .1 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DECOLORES CONSTRUCTION 26 DECOLORES DRIVE CARMEL, NY 10512 DATE/TIME TAKEN: 01/22/05 09:30 DATE/TIME REC'D: 01/22/05 10:40 REPORT DATE: 01/31/05 PHONE: (845)-225-0650 Lhf% SAMPLING SITE: 42 HOMER DRIVE. PUTNAM �4�f��� SAMPLE TvPE--, POTAA|F ' : KITCHEN TAP COL'D BY*'-8ILL BiPIPPO NOTES ... : ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ DATE FLAG PROCEDURE ��� TYPE ..g POTABLE: ��� PRESERVATlVESk NONE TEMPERATURE..: COLIFORM METH: N/A ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ RESULT NORMAL - RANGE PUTNAM CNTY PROFILE 01/22/05 MF T. COLIFORM ABSENT /100 ML ABSENT 01/22/05 LEAD (INS) <1 ppb 0-15 ppb 01/22/05 NITRATE NITROG 3.64 MG/1 0 - 10 01/22/05 NITRITE NITROG <0.01 MG/L N/A 01/22/05 IRON (Fe) 0.135 MG/L. 0-0.3 mg/l 01/22/05 MANGANESE (Mn) <0.01 MG/L 0-0.3 Mg/1 01/22/05 SODIUM (Na) 302 MG/L. N/A 01/22/05 pH 6.0 UNITS 6.5-8.5 01/22/05 HARDNESS,TOTAL 200 MG/L. N/A 01/22/05 ALKALINITY (AS 48.0 MG/L N/A 01/22/05 ' TURBIDITY (TUR <1 NTU --{)-5 NTU ' COMMENTS: BACT THESE RESULTS INDICATE THAT THE WATE AS NOT) OF A SATISFACTORY SANITARY QUALITY ACCORDI?��ir!HE NEW YORK STATE AND EPA FEDERAL DRINKING WATER STANDARDS, FOR THE PARAMETERS TESTED, AT THE TIME OF COLLECTION,, Pb/Cu LEAD limits for p EPA Lead & Copper than 10% of their than 15 ppb and a treatment must be potentia1. ublic schools are set at 15 ppb. Rule for Public Systems requires that no more distribution points have a LEAD value of more COPPER value of 1.3 mg/L, else water undertaken to reduce the waters corrosive Fe/Mn If both iron and manganese are present, their total value combined shall not exceed 0.5 mg/L. Na No limits for Sodium are proscribed. Suggested guidelines state that for people on a sodium restricted diet,the water should contain no more than 20 mg/L of Sodium. For those on a moderately restricted diet, a maximum of 270 mg/L of Sodium METHOD 1008 9003 9052 9162 9002 9002 9002 9043 9001 - - '----'— - - - � YML ENVIRONMENTAL SERVICES 321 Kear Street ~ _ y _ ktgWa,"eights, My. 195fo_ (914) 245-2800 ` Albert H. Padovani, Director . ' LAB #: 9.500124 CLIENT #: 58176 NON STAT PROC PAGE: 2 DECOLORES CONSTRUCTION DATE/TIME TAKEN: 01/22/05 09:30 26 DECOLORES DRIVE DATE/TIME REC'D: 01/22/05 10:40 CARMEL, NY 10512 REPORT DATE: 01/31/05 PHONE: (845)-225-0650 Om05 SAMPLING SITE: 42 HOMER DRIVE, PUTNAM V&W-��4 SAMPLE TYPE..: POTABLE : KITCHEN TAP PRESERVATIVES, NONE COL'D BY: BILL DiPIPPO TEMPERATURE..: NOTES...: COLIFORM METHr N/A DATE FLAG PROCEDURE RESULT NORMAL - RANGE METHOD is suggested. pH pH SCALE IN WATER RANGES FROM 1-14. MEASUREMENT OF pH IS ONE OF THE IMPORTANT AND FREQUENTLY USED TESTS IN WATER CHEMISTRY. WATER WITH A LOW pH MIGHT BE CORROSIVE TO METAL PIPES AND FIXTURES. THE NORMAL RANGE OF pH IS 6.5 TO 8.5. Hd TOTAL HARDNESS IS DEFINED AS THE SUM OF THE CALCIUM & MAGNESIUM CONCENTRATION, BOTH EXPRESSED AS CALCIUM CARBONATE, IN MG/L. THE HARDNESS MAY RANGE FROM 0 TO HUNDREDS OF MG/L, DEPENDS ON THE SOURCE AND TREATMENT TO WHICH THE WATER HAS BEEN SUBJECTED. SOFT WATER: 0-70 MG/L VERY HARD WATER: ABOVE 300 MG/L ' - MODERAi1E[Y- HARD- WATER T-700140'MG/L- MG7U &MILZfGRAM-PERZITEF--'-- —' HARD WATER: 140-300 MG/L (1 grain/gallon = 17.2 MG/L) SUBMITTED BY: Nx Albert H. Pa 49 vani, M,.kT(—A�-C—P� Difectar ELAP# 10323 PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES WELL COMPLETION REPORT Well Location Street Address: On Town/Village: Tax Grid # Map ;�5L' Block 2-, Lot(s) Well Owner: Name:: Address: left? Use of Well: 1- primary 2-secondary Residential Public Supply Air cond/heat pump Irrigation Business Farm Test/monitoring Other(specify) Industrial Institutional Standby Drilling Equipment Rotary Cable percussion -X Compressed air percussion Other (specify) Well Type Screened Open end casing X Open hole in bedrock Other Casing Details Total length ft. Length below grade %© ft. Diameter in. Weight per foot _,?ff_lb /ft. Materials: _.,YSteel _ Plastic _ Other Joints: _ Welded >r Threaded _ Other Seal: X Cement grout _ Bentonite Other Drive shoe: X Yes _ No Liner: Yes AC No Screen Details Wellv,Yield Test Diameter (in) Slot Size Length(ft) Depth to Screen (ft) Developed? First Yes No Hours Hours � Yield gpm Second _ Bailed _ Pumped I Compressed Air Depth' Data _...._ -, Measure from land surface- static (specify ft) During yield test(ft) Depth of completed well in feet Well Log If more detailed information descriptions or sieve analyses are available, please attach. Depth From Surface Water Bearing Well Diameter(in) Formation Description ft. ft. Land Surface - Rc NFL f C 1¢ If yield was tested at different depths during drilling, list: Feet Gallons Per Minute Pump /Storage Tank Information ` Pump Type �_ . Capacity jZn ... Depth i 56 Model US4 Z Voltage.-230. HP '/y Tank Type W, o4 Volume 7,11 j Date Well Complyt�ed Putnam County Certification No. Wr Date of Report � Well Driller (signature) NOTE: Exact location of well with distances to at least two permanent landmarks to be provide a separate shejl/plan. Well Driller's Name Address: Signature: Date: White copy: HD File; Yellow copy - Building Inspector; Pink copy - caner; Orange copy - Well driller Form WC -97 -PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF. ENVIRONMENTAL HEALTH SERVICES GUARANTEE OF SUBSURFACE SEWAGE TREATMENT SYSTEM Owner or Purchaser of Building Tax Map Block Lot Building Constructed by 4T_ Kk'145 Location - Street TownNillage Subdivision Name Building Type.' Subdivision Lot # I represent that I am wholly" and completely responsible for the location, workmanship, material, constractiorr and"drainage of the sewage - reatment system serving the'above- described property, and that is has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his successors, heirs or assigns, to place in good operating condition._ any parr-of said 't)�stern constructed by me which fails- to operate fora period of two years immediately following the date of approval of the "Certificate of Construction Compliance" for the sewage treatment system, or any repairs made by me to such system,..except where the failure to operate properly is caused by. the willful or negligent act of the occupant of the building utilizing th.e system. The undersigned further agrees to accept as conclusive the determination of the Public Health Director of the Putnam County Department of Health as to whether or not thefailure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system.. Dated: Month Day 2 Year Signature: uv Title: - ' � -" General Contractor (Owner) = �ignature � . PE Loy. -y,ZG5 . C.GAj 'rT"k. 0�_7—ioy Corporation Name (if corporation) Address: Pe- c c iZES P 12IQG- State A- 21V%tL. Zip i 4 '7 i 'L PE 6 L.1 Corporation Name (if corporation) Address: Pe 99-1\J6 State C,'1VM6L iJ`✓ Zip 1��.IL Form GS -97 .... :4 . . .- ._ =sue.' .'.0 ,_:.i .. 1 ... �c(5T WELL L'4 6T SsTS HCts ?. 5ST5 f H& AF-R. \\ pR1 VE J t i I I f I i �I I� o�} it i� I DIMENSION CHART (in feet � I Number i i� i; { I� (i y j it i� ii if 1 IS 23 2 6z 62 3 G4 62 4 6G Gt 5 69 6z G 27 al 7 104 (00 8 103 101 9 1,02 102 10 27 22 11 32 21 1 37 z1 13 42 23 i i� i; { I� (i y j it i� ii if i'. i, HOMER.... O O to N 25* 1+'40" W, 4. am DRIVE 160.00, G-x I ST. WELL Ic I inz X13 0 ryp) G04CH 5 zo. 0 7. 4 N 25* 1+'40" W, 4. am DRIVE 160.00, 120-00, Ic I inz X13 0 ryp) G04CH 5 zo. 0 121 4 Ili 1 le (o — MI ZlElf 4"o soo FV r- yr) (T i.eox (rye) A 41' S.Ub P.Jc 'D E C k la CAL 0� ,EX PAN 510 N AREA o tF am as 120-00, SITE LOCY SCALE: I PROPERTY SHOWN ON' TAX MAP: Z5.40-2-1 PROJECT: .AS-BU I A'? Uld'%lk d791,0d PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CONSTRUCTION PERMIT FOR SEWA TREATMENT SYSTEM PERMIT # U S' 0 Z- �' <�� ° Located at -f Z- Y w, r' r brLve- Subdivision name ilf u, , � 4 � Subd. Lot # 3 r 1 Date Subdivision Approved oZct 3 / Owner /Applicant Name 1C «q to l igow n)ti� Mailing Address �, 6 4 R6 h 2-93 r� Amount of Fee Enclosed -' Town or Village P12 J�' r, 6") Tax Map l(;'�,-1b Block 2— Lot J-5,1-4 ke Renewal Revision Date of Previous Approval / 1 Q 'Z Zip l d 3`12 j Building Type �, �h a Lot Area U No. of Bedrooms 3 Design Flow GPD CeaCy Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage -System to consist of 1. U !1 d gallon septic tank and 3 av / , r . Other Requirements: To be constructed by ]� 6D Address Water Supply: Public Supply From Address or: Private Supply Drilled by 1 J3 Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. n Signed: i P.E. R.A. Date Z Address `44 �'6 l� -1a i? e-•- Aj- Y. License # s4l 2A APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Approved oved for dis harge of domestic sanitary sewage only. sy: -� Title: Date:�''�� White copy - HD File; Yellow copy - Building Inspector; Pink copy,_ Owner; Orange copy - De Prof ssional Form CP -97 i All PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL w +a2— please print or type PCHD Permit # Well Location: Street Ad ess: Town/V.iR g'e Tax Grid # -'2- N, }av e- �a cwr Map-,-�„S%,48 Block '2- Lot(s)11,14,R Well Owner: Name: GAddress: co �S�ti `�S , P,O , 13ak 9-�7 3 Use of Well: /Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought i;- gpm # People Served �;-- Est. of Daily Usage O gal. Reason for Replace Existing Supply Test/Observation 'X Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type _j/ Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No t/ Is well located in a realty subdivision? ...................................... ............................... Yes v No Name of subdivision ru +Ka w, L.« k e- Lot No. Water Well Contractor: T B D Address: Is Public Water Supply available to site? .................................. ............................... Yes No Name of Public Water Supply: Town/Village Distance to property from nearest water main: AIA Proposed well location & sources of contamination to b provided on separate sheet/plan. Date: J-14 —U Z Applicant Signature. PERMIT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that'within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED_FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water well driller certified by Putnam County. Date of Issue o ` Permi Date of ExpiraWn.. Title: Permit is Non-TranOerraNie White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 } DINING ROOK � KIiCNEN ?- 14 AS TER BEDROOM � �i ~� LIVING ROOM 14' -1' X 13' -G' �.'-� 1<'- G'X13' -Ol UP I f I - I•\ r PUTNAM t011mw IDEPARTMT 01P HEAT42 Q' 1 HOUSE PLANS APPROVED FOR BEDROOM COUNT ONLY, EDROOMS Aignature & Title -- - room Harry W. Nichols Jr., P.E. F79 TAT] Patterson Park, Suite 106 2050 Route 22 _ Brewster, NY 10509 whq" Telephone (845) 2794003 Fax (845) 2794567 Date: — �-4 —6 Z To: Job No.: Project STS Attention: cf�p.�.��, Gentlemen: We enclose (" copies of v"�B/W Prints Reproducibles Reports Tracings Specifications Memorandum Copy of letter Description: Revision/Date No. �yrr lJG ��cJ T-J G r - - .2-ee- -6 Z Sent Via: I/ Our Messenger' Blueprinter Your Messenger Hand Delivery Copy to First Class Mail Special Delivery Ve s truly yours, Harry W. Nichols Jr., P.E. PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES APPLICATION TO CONSTRUCT A WATER WELL please paint or type PCHD Pemnt -# Well Location: Street Address: Town/Village Tax Grid # 1- y0i�1);Gl— p�-1V � p� ��-LJ Map j.540 Block 2.. Lot(s)IS Al Well Owner: Name: MAP CLoiw Address: sw q sv Ar_— Use of Well: X Residential Public Supply Air /Cond/Heat Pump Irrigation 1- primary Business Farm Test/Monitoring Other (specify) 2- secondary Industrial Institutional Standby Amount of Use Yield Sought ' gpm # People Served Est. of Daily Usage 400 gal. Reason for Replace Existing Supply Test/Observation Additional Supply Drilling New Supply (new dwelling) Deepen Existing Well Detailed Reason for Drilling Well Type Drilled Driven Gravel Other Is well site subject to flooding? ................................................. ............................... Yes No X Is well located in a realty subdivision? ...................................... ............................... Yes X No Name of subdivision P.5-HmA L'e<g Lot No. '�60 `Iqk Water Well Contractor: r"$'0 Address: Is Public Water Supply available to site? .................................. ............................... Yes No Name of Public Water Supply: "- Town/Village Distance to property from nearest water main: -- Proposed well location & sources of contamination to be provided on separate hee plan. Date: _ �' 0 Applicant Signature: PERNUT TO CONSTRUCT A WATER WELL This permit to construct one water well as set forth above, is granted under provisions of Article 10 of the Putnam County Sanitary Code and Subpart 5 -2 of Part 5 of the New York State Sanitary Code and provided that within thirty (30) days of the completion of water well construction, the applicant or their designated representative shall: 1) Pump the well until the water is clear. 2) Disinfect the well in accordance with the requirements of the Putnam County Health Department. 3) Submit a Well Completion Report on a form provided by the Putnam County Health Department. During all well drilling operations,, the applicant and/or well driller shall take appropriate action to assure that any and all water and waste products from such well drilling operations be contained on this property and in such a manner as not to degrade or otherwise contaminate surface or groundwater. APPROVED. FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the well has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Well to be constructed by a water well driller certified by Putnam County. �--� Date of Issue O Permit Issuing Official: Date of Expirati Title: �0 Permit is Non-Tran#r0961C White copy - HD file; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Well driller Form WP -97 6 PUTNAM COUNTY DEPARTMENT OF IEA.r("Iff HOUSE PLANS APPROVED- FOR BEDROOM COUNT ONLY; -tLBEDROOMS V209M Harry W. Nichols Jr., P.E. Patterson Park, Suite 106 2050 Route 22 Brewster, NY 10509 Telephone (845) 2794003 Fax (845) 2794567 November 6, 2001 Mr. William Hedges Putnam County Health Department One Geneva Road Brewster, New York 10509 Re: Individual SSDS-Clohessy Repair/Replacement 42 Homer Drive Town of Patterson Dear Bill: Enclosed are the following: 1. Five (5) prims of Drawing SS-1, "Pro posed SSDS,"dated 11/6/01. "Sli6rt EAF," dated 11/6/01. 3. "Application for Approval of Plans for a Wastewater Disposal System." 4. "Construction Permit for Sewage Disposal System," dated 11/6101. 5. "Design Data Sheet." 6. "Letter of Authorization." 7. Two (2) copies of Residence Floor Plan(s). 8. Review Fee in the amount of $100.00. We would appreciate your review, approval and issuance of the Permit at your earliest convenience. Very truly yours, Harry W. Jr., P.E. HVVN:JM.jm 01-079.00 Nicho 14-14.1 W95S —Trxt 12 PROJECT I.D. NUMBER 817:20 SEQ R State Environmental Quality Review SHORT ENVIRONMENTAL.ASSESSMENT.. FORM For UN1.18T8p ACTIONS Only PART I— PROJECT INFORMATION (ro be completed by Applicant or Prolect sponaorf • 1. APPLICANT /SPONSOR � M� c�� 2. PROJECT NAME D A� J. PROJECT LOCATIOtk, ... ' 1 =1�}'� i' HAIN\ PPS Municipal .f county 4. PRECISE LOCATION (Strict eddress i+i1d road Intl 40tl."s, 06Wnant WxUnw A ate., or Provlds map) ....... S. a PROPOSED ACTiOW . mi�,ll,, ❑ Now ❑ Expansion 1�LModlllaatloNaltaratton 6. DESCRIBE PROJECT BRIEFLY. 7. AMOUNT OF LAND AFFECTED: O : ?Q► Initwy aam UIUrn#tsly aana e. W PROPOSED ACTION COMPLY WITH ID IN0 ZONINO OR OTHER MONO LAND USE RESTRICTIONS? gYes ❑ No II N% d6wbe brtelly ` v. T IS PRESENT LAND USE IN VKWITY OF PROJECT? . -u InO04. * -. _.__. _ .Gonunarofai _ -. -- -0- Aprbultun ParWForNtlOpen apaw ❑ Other Dswibx 10. DOES ACTION INVOLVE A FERW APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER WARNMENTAL AGENCY (FEDERAL, STATE OR LOCAQ? C3 Yes bNo U M Wt apanaM er►d wautlappcovate I t . DOES ANY ASPECT OF TH6 ACTION HAVE A WRRENTLY VAUD PERMIT OR APPROVAL? ❑ Yes MNo . U Tea► IW Wendy name and pe' I/aMmal 12. AS A RESULT- DF:PROPdBED ACf10N.WILL E�WMG PERMIT/APPROVAL A WRE MODIFIGATIOW ❑ Ya C�No I OERTIFyWT THE INFORMATION PROVIDED ABOVE W TRUE TO THE BEST OF MY KNOWLEDGE ADDUcanUa name: �'�•�� y.l �j � �� P� ��J ��E�..... • Cafe: j� - � - i? j D�►sa Signature: 9 /• If the action Is In the Coastal Area, and you are a state agency, complete the . Coastal Assessment Form before proceeding with this assessment . PUTNAM COUNTY DEPARTMENT OF HEALTH DngSION,,OFXNWRONMENTAL HEALTH.SERVICES _ _. _ • APPLICATION FOR APPROVAL OF PLANS FOR _ _.._. _.__�...__ _ A WASTEWATER TREATMENT SYSTEM` 1. Name and address of appcant; Rte PJ �, A_ADk 2. Name of project: -1�titQ 1 3.' Location TNV - "* pNT -ewcoH . 4. Design Professfonal:'�w °ivt 5. Address:S� Ty 6. Drainage Basin: 7. Type of Pr egt; i Privatelesidential Food Service Commercial Apartments.... _ .. _ Institutional _ Mobile Home Park - Office Building Realty Subdivision Other (specify) 8. Is this project subject t4 State,Enyironm.ontal Quality Review (SEQR) ?. Type .Status (check oAe) ...................... .......................:....... IType.I Exempt Type II Unlisted 9. Is a Draft Environmental Impact Statement (DEIS) required? ...................... 'r 0 10. Has DEIS been completed and found acceptable by Lead Agency? ...............-�'� 11. Name of Lead.Ageney 12. -Is this project lif an area under the control of local planning,-zoning, or other,. , officials, ordlnances? ::::...:::::::.:.:....:....:..:.,.............,......... .,.........,....,.............. -- .__._.__ 13. If so, have plans been submitted to'such authorities? ::.::.:: ...� :.......:.:................ 14. Has preliminary, pp ;oval beeii;granted by sue .authorities ?. Date granted: wN 15. Type of Sewage_Treatmeat System Discharge... ..... :�..'..:.': surface water groundwater 16. If surface water ¢ischarga, what is.thaltream• class designation? ..:::.:...:...:....: 1.s1� 17. Waters index number ( surface):::.........:': :::.:::.:..........:.:.:...:: :::.....,...................... ly 18. Is project located near a public water supply system? ....... .........................:..... iy 19. If yes, name ofwater sitpFly° `'' ` Distance to water supply 20. Is ro ect site near•' ublic sew e:collection or treatment system? ........:...:..: 0 21. Name of sewage system Distance to sewage system RIP 22. Date test holes observed 23. Name of Health Inspector -- 24. Project design flow(gallons per day) ................. . ......................................... :.... 25. Is State Pollutant Discharge Elimination System (SPDES) Permit required ?... rS ¢ 26. Has SPDES'Applicatibn been subm'itted to'local DEC office? .: ...... . ....... ............. __ DESCRIBE: 7 33. Is there a locai master plan on,filo.with the ToWnor,Village? ................ 34. Are community, water and/or sewef.'* facilities planned to be developed within 15 yeus in o odjacont to projcc t'slO ...................................................... ...... -9c) 35. Are any sewage treatment areas in excess of 15% sl9pe? ...... .............. . 36. Tax Map ID Number ............ mapL5tblock f, Lot ► i4l 4 37. Approved plans are to be returned to ..... Applicant'. Design Professional be sent to the,D;pvunen% and need not be'sent In duplicate 'to the DEP, although-the project may require DEP approval of the SSTS prior to final approval by the Department.. ,Projects within the watershed "may ako'. require DEP.revie.w and approval of other' a3ip'C'03 of 'a project, such as 3tormwatci.plan*3_or'thc; creation of impervious surfaces, and the.p p9J;qappl1cmt should obtain the appro p d 1 e foi r mi such c "activities from DEP and submit those f6h-113 to DEP forreviewand approval... `F the application is signed by a person other than the.. applicant shown in Item -1-A" e application cation Must )e accompanied by-a Letter"6f Authorization (Form LA-97). Failure to comply. with this provision ,' nay be grounds for tlie.rejection-of any subrhissiofi.'.1 ...... . hereby affirm, Un der P in alty ofp irJury, that Infor M-ad -on pro ilded"on this f orm .is true to the best of my,, �nowledgeiand bellif. False statements made herein "'are punishable as a Class A misdemeanor pursuant -to n Sectlon:210.45 of the hndl haw. 7 GNA TURES & OF FICUL WIZES..: lading Address:­ .............................. too ....... S 2 L 27. e M etland? Is any portion ofthtt c.0,4 cated'Withina designated Town or. Stat , pioJ 0 N t-* 28. Wetlands ID 91 29. Is Wetlands Permit .................. Has application been made to Town or Local DEC office? ....... 30. Does project.require a DEC Stream Disturban�e..Permit? ................................... . 31. Is or was project site used f6i agricultural activity involving ap p lidation of _ .. pesticides to 6r*c-hu_'& other- c*r'op',s',­s­ol1d or hazardous waste disposal, landfilling,. 'Sludge application or. lniid-uisi-ikiil' activity? ...... Yes/No ND, 32. Is project located' within 1;000 .feet existing or abandoned landfill, hazardous..waste. site, .Sglt.sto'ck,pile, landfill, sludge disposal- site or any other potentially known source of contamination? ................................ Yes/No DESCRIBE: 7 33. Is there a locai master plan on,filo.with the ToWnor,Village? ................ 34. Are community, water and/or sewef.'* facilities planned to be developed within 15 yeus in o odjacont to projcc t'slO ...................................................... ...... -9c) 35. Are any sewage treatment areas in excess of 15% sl9pe? ...... .............. . 36. Tax Map ID Number ............ mapL5tblock f, Lot ► i4l 4 37. Approved plans are to be returned to ..... Applicant'. Design Professional be sent to the,D;pvunen% and need not be'sent In duplicate 'to the DEP, although-the project may require DEP approval of the SSTS prior to final approval by the Department.. ,Projects within the watershed "may ako'. require DEP.revie.w and approval of other' a3ip'C'03 of 'a project, such as 3tormwatci.plan*3_or'thc; creation of impervious surfaces, and the.p p9J;qappl1cmt should obtain the appro p d 1 e foi r mi such c "activities from DEP and submit those f6h-113 to DEP forreviewand approval... `F the application is signed by a person other than the.. applicant shown in Item -1-A" e application cation Must )e accompanied by-a Letter"6f Authorization (Form LA-97). Failure to comply. with this provision ,' nay be grounds for tlie.rejection-of any subrhissiofi.'.1 ...... . hereby affirm, Un der P in alty ofp irJury, that Infor M-ad -on pro ilded"on this f orm .is true to the best of my,, �nowledgeiand bellif. False statements made herein "'are punishable as a Class A misdemeanor pursuant -to n Sectlon:210.45 of the hndl haw. 7 GNA TURES & OF FICUL WIZES..: lading Address:­ .............................. too ....... S PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES ....DESIGN DATA SHEET - SUBSURFACE SEWAGE TREATMENT SYSTEM Owner -� ffiML4N9.-FT _CI-04 r_j2`f Address 1bSi 'S,W*, i2.45T" A ie Apr $14 Located at (Street) 4, �oHe�- PE1*-4F_ Tax Mai)2-SAQ Block Lot (indic-'Ave nearest cross street) Municipality Watershed.. -SOIL PERCOLATION TEST DATA Date of Pre - soaking Date of Percolation Test 01 NOTES: - 1. ' Tests to be repeated at same depth until approximately equal percolation rates areobtained at each percolation test hole. (i.e. s I min for 1-30 min/inch, :5 2 min for 31-60 min/inch) All data to be - submitted for reividw. 2. Depth measurements to be made from top of hole. Form DD-97 . . . .... . ... ........... . .... .... .... . ...... . . .. ...... "'::':` Depth to Water From Ground W Va er:. Level Percolation: : Hole oJ Run N6` ... T�tue t .... .... ....... ... . X.M. Time (T '&h es f Stop J Dro In Inces Rate .0. 2 1 S 4 5 2 .3 4 5 2 3 4 5 NOTES: - 1. ' Tests to be repeated at same depth until approximately equal percolation rates areobtained at each percolation test hole. (i.e. s I min for 1-30 min/inch, :5 2 min for 31-60 min/inch) All data to be - submitted for reividw. 2. Depth measurements to be made from top of hole. Form DD-97 WFO�4iii Indicate level at which groundwater is encountered N© . Indicate level at which mottling is observed NIA L Indicate level to which water level rises after being encountered 1 ,4A Deep hole observations made by: Date f ;VGA �l 4 , Design Professional Name: MAW W b Mjt�� V V Address: ;. �Q Signature Design Yrot-essional's ,eal NiCyQ� 5 LU z N W No. 56124 . TEST PIT DATA z DESCRIPTIONO F SOILS ENCOUNTERED IN TEST HOLES DEPTH HOLE -NO. HOLE NO. HOLE NO. G.L. _ 0.5' _ inn jih�il, 1.0' r 1.51' Newd 2.0, 2.5' PvCC' 3.0' 3.5' 4.0' 5.0'. 5.5' 6.0' 6.5' 7.0' 8.0' 8.5' 9.0' 0.5' 10.0' WFO�4iii Indicate level at which groundwater is encountered N© . Indicate level at which mottling is observed NIA L Indicate level to which water level rises after being encountered 1 ,4A Deep hole observations made by: Date f ;VGA �l 4 , Design Professional Name: MAW W b Mjt�� V V Address: ;. �Q Signature Design Yrot-essional's ,eal NiCyQ� 5 LU z N W No. 56124 . ........ ... . PUTNAM COUNTY DEPARTMENT OF HEA...T ._ - DIVISION OE ENVIRONMENTAL HEALTH SERVICES LETTER OF AUTHORIZATION RE: Property of Located at T/V ? � H . Tax Map # �5' 4 Block Lot ............... .. ........... . .............. ..... Subdivision.8 f._... ... -H N .... n;51�- 351..... Subdivision Lot # Filed Map # Date Filed i Gentlemen: This letter is to authorize 3 l Ltd O L,6 ' a duly licensed Professional Engineer %`, or Registered Architect to apply for the required wastewater treatment and/or water supply permit(s) to serve the above -noted property in accordance with the standards, rules or regulations as promulgated by the Public Health Director of the Putnam County Health Department, and to sign all necessary papers'on my behalf in connection with this matter "and to supervise the' co ' nstruction of said wastewater tretment and/or water supply systems in conformity with the provisios -of Article '145 and/or i47 of the Education Law, the Public-Health Law,.and the.P.utnam.�C,o„�r Sapitary,code. wIcHO�s �+� Very truly yours, Countersigne ,-• z w Signed: P.E., R.A.., # (1 (Owner fProperty)% J No. 56124 Mailing Address s 1 t`,. �— g Mailin Address:'- 1�61 5\%) „1 1,5 State HY Zip I 5 D State FLAD }�'11� Zip Telephone:..... ��' �' "..� ©� ...Telephone :. ...... Form LA -97 _.__.. _ .�_ lc� calf �'Ud G � _ � y -p — / ` s . � -� --� •- ____�._- _.____._.__.. el PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES CONSTRUCTION PERMIT FOR SEWAGE TREATMENT SYSTEM PERMIT # Located at Subdivision name ��� j� �- Subd. Lot # Date Subdivision Approved Town or Village PAS - ,5C)H Tax MapP5,40 Block `4- Lot V ilk Renewal Revision Owner /Applicant Name MAP-4P4 CL-0I E66Y Date of Previous Approval Mailing Address A61 45w 11-6 TIA Mei PEM%9-*E P1 H6� ) Ro P-10A Zip �J Amount of Fee Enclosed 0 o ee Building Type iZ -N Dr--H Lot Area 0, V5 No. of Bedrooms �- Design Flow GPD 400 Fill Section Only Depth Volume PCHD NOTIFICATION IS REQUIRED WHEN FILL IS COMPLETED Separate Sewerage System tem to consist of - flw-H- -N ioQ* gallon septic tank and 400 LP Other Requirements: I't1ell*A"' VP /f'I �`�I `�^'► f> S 4 � � a�� t �-'-� i y � � i 2 U rd CX To be constructed by i BID Address Water Supply: Public Supply From Address _ or: Private Supply Drilled by Address I represent that I am wholly and completely responsible for the design and location of the proposed system(s) and that the separate sewage treatment system described above will be constructed as shown on the approved amendment thereto and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and that on completion thereof a "Certificate of Construction Compliance" satisfactory to the Public Health Director will be submitted to the Department, and a written guarantee will be furnished the owner, his successors, heirs or assigns by the builder, that said builder will place in good operating condition any part of said sewage treatment system during the period of two (2) years immediately following the date of the issuance of the approval of the Certificate of Construction Compliance of the original system or any repairs thereto. Signed: Address P.E. R.A. Date i DSO License # _ s APPROVED FOR CONSTRUCTION: This approval expires two years from the date issued unless construction of the sewage treatment system has been completed and inspected by the PCHD and is revocable for cause or may be amended or modified when considered necessary by the Public Health Director. Any revision or alteration of the approved plan requires a new permit. Approved for rg mestic sanitary sewage only. By: Title: ;' Date: Q 2 White copy - HD File; Yellow copy - Building Inspector; Pink copy - Owner; Orange copy - Design P ofessi al Form CP -97 F 40' E t. -to" W �X1571N�� �,x� \HOME; I GrJ N i5• flMo i I;X1571u I u ca-- „H. VACANIT n PECOP• ' '6 BR' v �rJ RESIDENCE \ \\ \\� 4 wwo M. Gvit- (tyf F.F. $.F..SBfo•00 q'.46 .1000 yAL• — 6 4.- 5 100 .rt,k�lvac�. F•- -�� -a � PxP- t_-1 N m Yq1 7 t I GrJ N i5• flMo i I;X1571u I u ca-- „H. VACANIT ? 7o z A C �� N m Yq1 xQi PETER C. ALEXANDERSON County Executive �w �j04 DEPARTMENT OF HEALTH Division Of Environmental .Health Services 110 Old Route Six Center, Carmel, New York 10512 (914) 225-0310 June 21, 1988 Laurent Engineers Haviland Drive Patterson, New.York 12,563 attn: Harry Nichols Re: Application of David Gilmore, Property of Mildred & Carmelo DeGrande Homer Drive, (T) Patterson TM 20 -2 -4 & 5 Lots #3504 -, 3511 incl. Dear Mr. Nichols: ENID L. CARRUTH, M.P.H. Public Health Director JOHN SIMMONS, M.D. Deputy Commissioner JOHN KARELL Jr., P.E. Director The preliminary review and field inspection of the above mentioned site relative to obtaining a construction permit for a sewage disposal system and individual water supply, has been completed. -- Based - on`th "e�riforma`tion- submitted to date, the plans are not approveable for the following reasons: 1. The well located across Homer Road to the Southeast is considered in Direct Line of Drainage. Therefore a minimum seperation distance of 200 ft. to the proposed sewage disposal system must be maintained. 2. The slope in the area of the proposed sewage disposal system, and the - necessary 100% expansion area appears to exceed 25%. If you have any questions concerning this matter, please contact me at your convenience. Very truly yours, _ Willoiam Hedges Sr. Environmental Health Tech. WH /jp cc: David Gilmore, 2 Clark Place, Mahopac, NY 10541 BI (T) Patterson EC JK 1 STATE OF NEW YORK DEPARTMENT OF STATE 41 STATE STREET ALBANY, NY 1 223 1 -0001 GEORGE E. PATAKI GOVERNOR January 24, 2003 Mr. Alan Harmon Excel Homes, Inc. . RR #2, Box 683 Liverpool, PA 17045 VIA FACSUvHLE TRANSMITTAL RANDY A. DANIELS SECRETARY OF STATE RE: M.0497- 02-073 System approval - CONDITIONAL Dear Mr. Harmon: Issued herewith, in response to your October 31,2002 application for approval of a Detached One- and Two - Family Dwellings and Multiple Single- Family Dwellings (Townhouses) System of Models is Factory Manufactured Building Approval designatedIVI 0497 =02 -073; as authorized under Part 1281 of the Uniform Fire Prevention and Building Code. Buildings manufactured under'this approval are limited to installation on sites meeting the following criteria: 1. The Seismic Design Category as determined by geographic location and soil Site Class is limited as follows:: Seismic ]Design Category A, B, C for Detached One - and Two- Family Dwellings.. Supplemental Conditions of Approval In addition, the conditions under which system approval is granted are: 1.The manufacturer is to submit to the Division a duplicate of the permit set for each dwelling to be installed. in New York State. Each permit set is to be sealed and signed by an architect or engineer registered in New York State and is to bear that architect or engineer's certification that "the plans and specifications of the permit set are derived from and.consistent with the plans and specifications associated with this approval on file with the Division and this conditional :approval letter." The certifying architect or engineer may not be affiliated or associated with the manufacturer's quality assurance agency. The following are specific requirements regarding the contents of the permit set. 1.1. A set of drawings comprising at a minimum: 1.1.1 Cover sheet which contains information on: - Project location Design criteria: listing of applicable design loads such as Ground Snow Load, Seismic Design Category, Wind Speed, Live Loads, Dead Loads, etc. - Applicable building codes and design specifications - Energy code information: statement by professional of compliance with Energy Conservation Construction Code of New York State, 2002 Edition. Method of compliance and pertinent documentation shall be provided. WWW. DOS. STATE. NY. US E-MAIL: INFO @DOS. STATE. NY. US ACC.cLEU ­ER Mr. Alan Harmon V January 24, 2003 ` Page #2 - Occupancy classification - Construction type- classification - General notes - Index of drawings - Manufacturer's title block - Certification, by design professional, of derivation from approved system set drawings and this conditional approval letter 1. 1.2 Elevations 1. 1.3 Floor plans which convey the information on: - Required and provided light, ventilation, egress, window and door schedules - Unambiguous identification of structural members - Smoke detectors and, GFCI Interrupt protection 1.1..4 Foundation plan 1. 1.5 Building cross section with information on: - Building integration (module connections) details - Location of required fire stopping - Roof truss bracing and structural connections 1. 1.6 Roof system - Special requirements addressed (such as sliding, drifting or unbalanced snow load conditions) 1.1.7 Non - typical details (such as prow roof, cantilever beams, etc.) 1.2 Summary of references to system for, selection of structural members. 1.3 Each page of drawings and calculations should be signed, sealed, and dated by New York- State registered design professional. 2. The manufacturer will submit. a weekly report summarizing (listing) all permit sets with information about project location, production serial number, and NYS insignia number. 3.The manufacturer will promptly address the deficiencies of submittals. 4. The lsystem conditional approval is subject to termination upon evaluation of compliance with the provisiur�s of the-U,►ifor Code.--- 5. The Division will conduct quality control review of permit set submittals to evaluate compliance with the above conditions and with the provisions of the Residential Code ofNew York State. Deficiencies will be reported to Manufacturer name and are to be promptly addressed. The approval is indicated by the New York State Department of State "Stamp of Approval' placed on the accompanying set of plans and by the, qualifying letter dated January 27, 2003 A copy of the first two pages of this letter shall accompany each set of plans submitted for a building permit and be deemed a duplicate original. el, George E. Clark, Jr. Director Division of Code Enforcement and Administration Enclosure cc: PFS Corporation ._ 02073CAL.wpd I a w REScheck Compliance Certificate New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc Data filename: E:\REScheck \Q2021918.rck Permit Number Checked By/Date TITLE: Q2021918 . MODULARS BY McGLASSON/ DECOLORES CONST LLC - AG COUNTY: Putnam STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non - Electric DATE: 06/18/03 COMPLIANCE: Passes Maximum UA = 266 Your Home UA = 248 6.8% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U- Factor jk"� Ceiling 1: Flat Ceiling or Scissor Truss 1375 30.0 0.0 48 Wall 1: Wood Frame, 16" o.c. 1240 19.0 0.0 62 Window 1: Vinyl Frame:Double Pane with Low -E 151 0.360 54 Door 1: Solid 22 0.140 3 Door 2: Glass 40 0.390 16 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1375 19.0 0.0 65 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer `G.t/C. lofi � Date ��� 1-03 T REScheck Inspection Checklist.. New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release lc DATE: 06/18/03 TITLE: 02021918 MODULARS BY McGLASSON/ DECOLORES CONST LLC AG Bldg: Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -30.0 cavity insulation I Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation Comments: Windows: 1. Window 1: Vinyl Framebouble Pane with Low -E, U- factor: 0.360 For windows without labeled U- factors, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No I Comments: Doors: 1. Door 1: Solid, U- factor: 0.140 Comments: . 2. Door 2: Glass, U- factor: 0.390 Comments: Floors: 1. moor is Ail -Wood Joist /lruss:CJvef Unconditioned space, R49.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed wi a 3" clearance from insulation. ,ea9aoea a� , Vapor Retarder: 41 Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors.a�ti Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installari"r,2n cc, , F 11 5 Materials and equipment must be identified so that compliance can be determined. '' yv „oti� Manufacturer manuals for all installed heating and cooling equipment and service water heati- p A '?OF $' % equipment must be provided. Insulation R- values and glazing U- factors must be clearly marked on the building plans 6I :specifi 4 2004 Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R -8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R -4. [ ] Supply ducts in unconditioned spaces must be insulated to R -8. [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R -2. l r � Insulation is not required on return ducts in basements. Duct Construction: -I- "All joints; seams; and connections must be securely fastened with welds, gaskets, mastics` --' (adhesives), mastic -plus- embedded - fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate . electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non - combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State , the Residential Code of New York State or the New York City Building Code , as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is. part of a circulating system Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: L J I All heateu'swu'Tiliilng pools iA.ust , have an OlLou heater 3iv3tcu'aud' require 'fi cover 'unless- over /201//0 of the heating energy is from non - depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 T or chilled fluids below 55 OF must be insulated to levels in Table 2. � c} V MAY se.im� 2®04 Table]: Minimum Insulation Thickness for Circulating Hot Water Pipes. ' Insulation Thickness in Inches by Pipe Sizes Heated Water Non- Circulating Runouts Circulating Mains and Runouts Temperature ( F) Up to 1,, Up to 1.25" 1.5" to 2.0" Over 2" 170 -180 0.5 1.0 1.5 2.0 140 -160 0.5 0.5 .1.0 1.5 100 -130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation _Thickness for HVAC Pipes. NOTES TO FIELD (Building Department Use Only) 4 R awo t 6� +d�a'O OFES5�0'� Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range F 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low Pressure/Temperature 201 -250 1.0 1.5 1.5 2.0 Low Temperature 120 -200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40 -55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 4 R awo t 6� +d�a'O OFES5�0'� CODES AND REGULATI ❑NS NERGY CONS CONSTRUCTION CCME- CIRtRFM EDtTHEN NATIONAL ELECTRICAL CODE NIFORN FIRE PREVENTION • RLOG CODE -CURRENT EDITION LOADS DETERMINED PER COMFY PER NY CODES THE ATTACHED HEC/RES ENERGY COMPLIANCE REPORT COMPLIANCE WITH THE ENERGY COME. 'E LOCATION- PATTERSON JNTY- PUTNAM - 2021916 SN- INSTALLED R- VALUES 3F- M LLS- 19 w /HOUSE WRAP OORS- R -19 ON BITE BY BUILBER DESIGN CRITERIA ION LOADS THIS BUILDING 13 CONSTRUCTED TO WITH STAND THE FOLLOWING LOADS G SO_PSF_N _ 20'PSF ! LIVE LOAD O PSF OR ACTUAL WEIGHT - DEAD LOAD WAI, S WIND LOAD OD MPH, 239 PSF, EXPOSURE 'C SEISMIC CATA9)RY 'C' FLOORS 40 PSF : LL (NON- SLEEPING AREAS) 30 PSF LL (SLEEPING AREAS) ID PSF OR ACTUAL WEIGHT - DEAD LBO NEER OF FLOORS mJ THIS PLAN - 1 CONSTRUCTION TYPE OOD FRAME UNPROTECTED' TIGHT OF THREE STORIES ABOVE A BASEMENT, :LLAR, OR FINISHED GRADE, USE GR O UP CLASSIFICATION BOCA R -3 CABO R -4 RCNYS VB OCCUPANCY ONE AND TWO FAMILY DWELLINGS AT-s !AM ERICA AMERICA'S HOME BUILDER A DIVISI ❑N OF EXCEL HOMES HENRY S.T, AVIS, PA, 17721 PH, (570) 753 -3700 WWW,AVISAN)ERICA.COM GENERAL NOTES a V ACO SPECIFICATIONS ARE THE PRO Z I TRUCT ON HALL — —I U tf CONSTRUCTION USE F THESE SD RAW- SMALL BE XTHE OWUOOZPro USC fi TKSE OOVDGS VITIWf 71E � Q pa CON AS A ma- CWiRACTDIC IN Ni Iu Q6 SUPPLYING A BURMAM COMPONENT TO A 'GOO RAL RLDEW THE SPECIFICATIONS ENCLOSED ARE FIR Q 8 fAD.DGi TIE PROMM USE OF OR MANI/ACTIRED BUILDDG NAiRCTOR OBPLLT[ RmDIG PR&ECT RESIGN X DECK Or POROES, ETO SWILL BE IN m/ERS, ALL e.. N 'O••F ' 'OFSITE', Oi.'SY SUNDER• SHALL RE THE THE GENERAL NifRACTUAL I> p R NOT BE SCALED FNR DDENSROIAI NEFdONCE. ALL D NOTES SDPERCEDE ANT SIGN REFERENCES. BE Lg SHALL BE LOCATED Q ¢ $ AND�THUM PAM LAKLS UL46LL FLOW KITCHEN SDK A ➢DITmML 7NOD PARTY LADEL G EACH H®tLE FOR NEW JERSEY. ADDIRONL STATE TALLER IN EACH MODULE FSR MASS AM RHODE ISLAND. )K 6� MODELS RANCH A CRAWL PACE. IBOT FULL JAG IT TWO A SIX NEIDULFS, PLACED ON EITHER A CRAWL SPACE OR A i11L &1SEIEIff F01lDATIOI JJJ Z T -RANCH A FOUR TO SIX H®ULE, SINGLE LEVEL HOE, PLACED IN EITHER A CRAWL , E A A FL BASEMENT FOBOATE N SPACE O UL 'JAI k S )K BI- LEVEL' T - LEVEL A S/EAE LEVEL MY COSSTOG IF TVO TO SIX NOOLES. PLACED ON A FULL LLSEKOVT FOS®ATDDL WITH A SPLIT ENTRY. FRONT MODULE NAY OVERHANG FOUNDATION 24' MAX SPLIT LEVEL Z - A FOR m SDI MOXSE. TWO LEVEL HOE, PLACED OI A HALF ]!ASCENT AND HALF CRAWL SPACE FOUNDATION VITH A SPLIT STAIR SONIC THE LPPER LEVEL. NO BASEMENT. LEVELS HAY HAVE EITHER A 41-P OR A 4'-P i ~ ELEVATION DIFFERENCE CAPE COD E 0 LL A TWO TO SO HOLE RANCH NOEL WITH AN OPTIONAL OiDMS1ED UVIR RDM PITCH RUF SYSTEM WHICH NAY OGODE A FULL LED DWER. THIS AREA MAT ' BE SITE FINISHED ri REDDER OR BY HOE OWNER FOR ADDITIONAL REDRID6 TWO STORY HOE, PLACED ON EITFER A CRAWL SPACE OR A FULL FOUNDATION DUPLEX W A TWO, FOR, SR SIX HOILLE LFDT OTMED TO BE A TWO FANLY DWELLING DUPLEX NAT BE RANCH, BILEVEL OR TWO STORY AID PLACED d A CRAVL SPACE OR FULL FMKMTLOL W T A v! W 3IE DENOTES MODEL TYPE \ \ / E3 DRAWING INDEX F' U R DESCRIPTION F " DOC ........ �4•i 4 41 L:1M, BA 4 RB CONNECTION All gL.11 '4C1,y'-S P 06/19/03 I A� MAYi -,p D20P19LDC ® 7t" 1 & -� 0,666, -o 1 r SHEET Set are C071313t ant W : NY NS+ s 1 is & dONDITIONAL LETTER ___ M❑DULARS BY McGLASS ❑N /DEC ❑L❑RES C❑NST LLC sn' -n• V R SN- /QN- 2021918/NY 'OTES 1.2x6 'EXT WALLS @ 16' O.C. /2x3 MARR WALLS @ 16' O.C. JUNC BOX FOR 2. 8'-0' CLG HT. SITE INSTALLED 3. 2x10 SPF #2 FLOOR JOISTS • @ 16' O.C. WP-GFI 4. ROOF SYSTEM TO BE 16' O.C.(UFP DESIGN) 5.7 -D DOUBLE HUNG WINDOWS ( #1= 24210, #2 =2842, #3 =3048, #4 =2852, #11= 2858C)(SEE PAGE #9) S. CLG BEAM OVER DR /KIT /LR TO BE, 2 -1 1 /2'x16'x36'- O'M,L, (6.2.13) 7. CLG BEAM OVER MARRIAGE WALL T BE, 2 -2x8 SPF #2 UNLESS NOTED OTHERWISE. 3. FOR HEADERS, SEE EXCEL HOMES CALC:S MANUAL PAGES 8.1.9 9. STRAP ALL TRUSSES /RAFTERS TO WALL STUDS & WALL STUDS TO FLOOR w/ 1 1/2'x26 GAUGE STEEL STRAPS 0. MIN. R -19 FLOOR INSULATION REQUIRED PER N,Y.S.E,C.C. ).BASED ON 100 MPH WIND LOAD 2. SITE LOCATION, PATTERSON, NYI PUTNAM COUNTY) 50 PSF SNOW LOAD FROM THE I R.R.#2 BOX 683 LIVERPOOL, PA 17045 (717) 444 -3395 Z FAX (717) 444 -7577 T B'WW.EXCELMOMES.COM K FOR ON- SPOTLIGHT w W ~ W � J a 4 a ❑ W U W W J W J W 3 F- U W N a C3 ❑ W o! 0. a- 0 l7 s � a M W W z a z = ❑ J U J w U3q =v Jv M LO Lr) �(L Pq N M U ' U 5W O- Z 0 wx¢x NHQt� n3 J3 W J WfW .0 UpU agiq Up Q r U U �( 0! J ¢ U Q FOR ON- J SPOTLIGHT ¢-w,Z, m., :t 276 50 CHERRY HILL 4 H 0 i a 0 0 i a z > A 20 z °a 1/4' =1' -0' DATA PLATE, STATE VP O L PFS LABEL LOC'N O GFI r.� 0 HDR, 3 -2x6 SPF #2 F l HDR- 3 SPF #2 VC 1230 VAL 37 2430 3015 2730 • E 10' -4' ' F VEIIT 4' -11' 2430 1 1 10' -10' 8' -4' SIT �S^p SB 36 DV O O B27 (U N 12' -li' EF 3/4 x BATH #2 BATH #1 o STUDOR VENT I j m BEDROOM #3 ij a III ? c F 131.66 SO FT • O1 I I o '-2 ❑ 3' -0 Z 10.53 LIGHT REO'D m I Irl f ^ 11.69 LIGHT PROV'D 'o. KITCHEN AF DI4MS31 ROOM WN p. M c I .5.82 VENT PROV'D _ 140.031 T E L 11.27 LIGHT 9 RE OD �' 5.63 VENT REIYD ' -7 12 31.30 WG4T PROV'D I 1 1539 VENT PROV'D > CL - 00 Q > n ❑E FaG, r D i AC/DC I ACC I _ _ _ SEE NOTE #6 ®I PAN I HALL \�\ i LIN M �� Ac /DC \ / 1 ® w ` R2'x "30� Y 1 -CLEAR J F\ \� ❑F IT 3'- D; S €C7 OMIT 3' -1 EF -_ - -_ -_ ELE E E ® ❑ Cl �L WALL GY LG L VA4l [GYP ❑ DROI x qC /DC AC /DC 8 VIBE T N 4' -7' 1 3' -0' �4' -5' 12' -6 1/2' u CLO CLO D d- - - - CLO SPF#2 EACH A,; m UUNC BOX IN EACH UNIT �BSNT ADD'L LOLLY FOR S➢ CEO:. REG, 1 / \ ZE LIVING ROOM } BEDROOM #1 FJ 218.70 SO FT 169.00 SO FT E 1/44'�p. 17.50 LIGHT REWD 13.52 LIGHT REO'D BEDROOM #2 1DN txCw 8.75 VENT RE09 i 676 VENT READ CTN R ILING BY BUILDER 35.04 LIGHT PROV'D , ON 23.38 LIGHT PROV'D 145LI O� 1164 LIGHT REQ'D T E "P R APPLICAIBIUWANM f�l�'f1�lENT OF HEALTH 1L64 VENT PROV'D SB2 VENT REO'D r .-. o I (11 37-34' HAN 23.38 LIGHT PROV'D L L 11.64 VENT PROV'D i M ^ Q ^ g <m HOUSE PLANS APPROVED FOR 0 BEDROOM COUNT ONLY, 2 AFT FOYER G1 NEW t B�� tip* VPM I " = 0 0 3 -2x6 S #2 13' -0' HDR. 3-2x6 SPF #2 ❑ o N HDR- 3 -2x6 SPF #2 j HDR- 3 -2x6 S 36 1/2'x36 1/2' RS7. ITE ICTURE VINOOV AB[NE O3 3 3 O3 O3 �/ 'p0 d10� 13' -10' 6' -s 1/2' 29' 1/2' YA ?nni 'OTES 1.2x6 'EXT WALLS @ 16' O.C. /2x3 MARR WALLS @ 16' O.C. JUNC BOX FOR 2. 8'-0' CLG HT. SITE INSTALLED 3. 2x10 SPF #2 FLOOR JOISTS • @ 16' O.C. WP-GFI 4. ROOF SYSTEM TO BE 16' O.C.(UFP DESIGN) 5.7 -D DOUBLE HUNG WINDOWS ( #1= 24210, #2 =2842, #3 =3048, #4 =2852, #11= 2858C)(SEE PAGE #9) S. CLG BEAM OVER DR /KIT /LR TO BE, 2 -1 1 /2'x16'x36'- O'M,L, (6.2.13) 7. CLG BEAM OVER MARRIAGE WALL T BE, 2 -2x8 SPF #2 UNLESS NOTED OTHERWISE. 3. FOR HEADERS, SEE EXCEL HOMES CALC:S MANUAL PAGES 8.1.9 9. STRAP ALL TRUSSES /RAFTERS TO WALL STUDS & WALL STUDS TO FLOOR w/ 1 1/2'x26 GAUGE STEEL STRAPS 0. MIN. R -19 FLOOR INSULATION REQUIRED PER N,Y.S.E,C.C. ).BASED ON 100 MPH WIND LOAD 2. SITE LOCATION, PATTERSON, NYI PUTNAM COUNTY) 50 PSF SNOW LOAD FROM THE I R.R.#2 BOX 683 LIVERPOOL, PA 17045 (717) 444 -3395 Z FAX (717) 444 -7577 T B'WW.EXCELMOMES.COM K FOR ON- SPOTLIGHT w W ~ W � J a 4 a ❑ W U W W J W J W 3 F- U W N a C3 ❑ W o! 0. a- 0 l7 s � a M W W z a z = ❑ J U J w U3q =v Jv M LO Lr) �(L Pq N M U ' U 5W O- Z 0 wx¢x NHQt� n3 J3 W J WfW .0 UpU agiq Up Q r U U �( 0! J ¢ U Q FOR ON- J SPOTLIGHT ¢-w,Z, m., :t 276 50 CHERRY HILL 4 H 0 i a 0 0 i a z > A 20 z °a 1/4' =1' -0' ❑DULARS BY McGLASS ❑N /DECOL❑RES C❑NST LLC SN- 1 i { i i E -RIDGE VENT I + "—REM SHINGLES�� i 1111 or , ■ � 11 1■ 1 Bill 1oil-IN Mu- 1 mma BOOM SRI IN ! Amlk� 'U � 0444 -3395 45 DRAWN BY- Z FAX (717) 444 -7577 AG I — REVISIDNSICHG I FROM THE INSIDE OUT WWW.EXCELHOMES.COM s i i /QN- 202191 FRONT ELEVATION N h aW O aO 2 Z as K h J u 4 Ao A LE- I /4' =1' -0' K NO, rono+o+o f MODULARS BY McGLASS ❑N /DEC❑LORES C❑NST LLC SN- /QN- 2021918/NY % % ROOF SHINGLES � O Ll I m I 1 W J .j wp•m• FINISHED GRADE VARIES f I R.R. BOX 6 1 � LIVERPOOL, OL, PA 177 045 exc U (717) 444 -3395 _Z FAX (717) 444 -7577 FROM THE INSIDE ;OUT tY".EXCELHOMES.COM , .t I i pN T-a ° } APL 'Vqi r n �r AG REAR ELEVATION J U or 2 U� G 0 a i i a x R �. 4 Bo _. ._.._. ._._ I n ?0?191R I❑DULARS BY McGLASS ❑N /DEC ❑L❑RES C❑NST LLC excel R.R. BOX 6 LIVERPOOL, PA 177 045 U (7f7) 444 -3395 Z_ FAX (7f7) 444 -7577 FROM THE INSIDE OUT "W.EXCELHOMES.COM SN- /QN- 2021918/NY ti4 alt p5 Vkty � � , P t o- _u U LJ yl' 1•� LEFT ELEVATI ❑N W J U N O Z W N p� O O F O S a Q� K W a 4Co A 1/4' =1' -0' KK NT nana+oin MQDULARS BY'McGLASS ❑N /DEC ❑L❑RES C❑NST LLC VENT FROM THE 1 a i i 12 1� 5 •I)., ,4` .`� •�'VF N' R.R. #2 BOX 683 LIVERPOOL, PA 17045 U (717) 444 -3395 Z_ PAX (717) 444 -7577 T WWW EXCELHOMES. COM AG SN- /QN- 2021918/NY w a u 0 r r 0 N pW_ yG G Or 2 a N (04 4 D' RIGHT ELEVATI ❑N 06/16/2003 1/4'-1' -0' N DISK NO Q2021918 ❑DULARS BY McGLASS ❑N /DEC❑LORES CONST LLC FIBERGLASS (CLASS C) SHINGLES OVER e15 BUILDING PAPER 2x6 SUB - FASCIA 4 DRIP EDGE ALUM FACI VENTED VINYL SDFFI AIR FLOW VINYL 'J' CHANNEL 2.6 SPF42 L /6' Cr EXTERDIR SIDING 4/4 VINYL 7/16' OSB EXT SHEATHING DBL 240 PERIMETER BANDS 2x8 TREATED SILL PLATE CON -SITE BY BUILDER) 2 -10d NAILS a 16' O.C. EACH SIDE (7N -SITE) - 2x4 CENT. 2x6 CONT. 5 2x2 GER C 7/16' D& L SHEATHING CEILING BEAN 2 -2x:3 S•PFe2 STD. (SEE FLOOR PLAN FOR �IDD'L SPANS) R -30 INSULATION VAPOR BARRIER TOWARD CO4DITIONED SPACE ! -19 WALL INSULATION 1/2' DRYWALL / /VAPOR BARRIER 2.10 SPFl2 FLOOR JOIST a 16' O.C. YW DZL SHEATNI)& R -19 INSULATION ON -SITE. BY BUILDER , 4- 3/8'x4' LAG BOLTS PER COLUMN (ON -SITE BY BUILDER) H — 12 COURSE IV CHU WALL EXPANSION JOINT (TYP.) 4' C. SLAB • /NIKE MESH 12'.28'x28' CONC. FTG, IN RIDGE PREMANUFACTURED TRUSSES SPACED AT 16, 6C. (SEE TRUSS DETAIL '03LT276 -5M') 5/8' DRYWALL ` 2 -2x3 TOP PLATE V2' DRYWALL TINT -I LEIAD BEARING PARTITIONS 2x3 STUD GRADE a 16' ELC, BLOCKING e 1/2' 1101-TS • /WASHERS e 48' OLC. (ON -SITE BY BUILDER) 4 -2x10 SYP42 CENTER FLOOR GIRDER 3 1/2' MIN. DL4 STL COLUMN (REFER TO FOUNDATION FOR FASTENING TO FOOTING L FLR. GIRDER) 6 ML, POLYETHENE VAPOR BARRIER �cel 7R.O BOX 617 LIVERPOOL, PA 17045 V ( 7) 444-3395 _Z FAX (717) 444 -7577 FROM THE INSIDE OUT www.EXCELIIOMES.CON SN- /QN- 2021918/NY s, •qr.i t0 '4 r AROF .:0 t� 1 4� _lm a to Manufactured BuBiing Only SITE WORK BY OTHER. r- 1/2' CONC. PARGING COVER V /BITUMOUS COATING rc a i 5276TF a R - M4 BAR CONTINUOUS J 6 U 5A$ CROSS- SECTION DETAIL CUT THRU BR #1 /DIN ,IN BY, CHECKED BY. DATE. DDC 04/27/2004 SCALE: 1 /4' =V_O. ISIONS. ➢ISK NOb .. -- nanpic)m M❑DULARS BY McGLASS ❑N /DEC ❑L❑RES C❑NST LLC STD. ROOF BRG. & MATING LINE DETAILS ROOF ANCHORAGE TO MATING WALL .+. c. trAP uamwItEt •1w'- na mnw a«, SHEATHING BAND INSTALLED w/ 8d NAILS @ 4' G.C. ONE ROW INTO SILL PLATE L ONE ROW INTO PERIMETER O IDEVALL 6d NAIL TOE NAILED @ l6' D.C. OUBLE 2x PERIMETER BAND ILL PLATE MODULE TO SILL CONNECTION TOW NAIL BOTTOM PLATE TO POST w/ (1) 16D NAIL EACH SIDE (2 NAILS PER KING TOW NAIL KNEE WALL BOTTOM PLA' BOTTOM CHORD w/ CATHEDRAL TRI BOTTOM PLA TRUSS KING PE 2X ROOF BEAM -/ I I I \--2X ROOF BEAM mrt. STD. TRUSS TO WALL ANCHORAGE w wa w+ rem MARRIAGE WALL 1/2' THROUGH BOLTS w/ NUTS L WASHERS @ 4' -0' ac. SHIM ANY VOIDS BEFDRE BOLTING MULTIPLE 2x CENTER BEAM MODULE TO MODULE CONNECTION SN- /QN- 2021918/NY .-u rw aa+u ao+ mw G1LV. tim ifW �M'OC RIDGE VENT INSTALLED PER EDGE VENT MANUFACTURER'S INSTALLATION INSTRUCTIONS (3) 16D NAILS PER TRUSS SPACING TRUSS HEADER 2X DROP -DJ EDGE RAIL TRUSS TOP CHORD DROP -IN SECTI 2x2 LEDGER DROP -IN RIDGE SECTION WALL ROTATE OF BEANS w/ (2) IOD NAILS 16D NAILS @ THROUGH SHEATHING EACH SIDE OF 2X OVERHANG BLOCK @ EACH TRUSS ER ROWS). DDS BEF13RE 2x6 SUB FASCI BEAMS FACTORY ATTACHED LEW"...n' .� OVERHANG TRINGER - ATTACH THROUGH SHEATHING TO EAC STU') / (2) 16D NAILS SIDEVALL Sir• .,� H TRUSS CONNECTION @ CENTER PAP 't0 CHORD SHEATHIN 0 �'"' 4't''E;• FOLDING OVERHANG DETAI tstI VI Y P _ ; BOX LIVWRPO OL, PA 1 17 045 C❑NNECTI ❑N DETAILS ERPO7 (717) 444-3395 DRAWN BY CHECKED BY, DATE. U DDC 04/27/2004 Z FAX (717) 444 -7577 REVISIONS. 1 FROM THE INSIDE OUT WWW.EXCELHOMES.COM W U N 0 i. ad N Wp_L O g� S a ffi N J S B$j 1/4' =1' -0' -1 ;0 Ill Z M O rn O h ` � Q N 1 y >C Z� H v0 W V 0' Z7 C D TI frl M t:j frl D_ r Job Tmss Truss Type Qty Ply EXCEL HOMES 22056 HM367001 HINGED MONO 1 1 03 LT276 -5M DSN BY M.SNIDER Universal Forest Praducls, Inc.. 13 and Rapids, MI 49505 4.201 SR1 s Nov 16 2000 w i ek Indusbrea, Inc. Mon Mar 17 16:41:06 2003 Page 1 37.0 1.3.7.8 3-7-0 10." -Plate slotdhection a S.OD 12 8E111 as 1� +1 Conn. 375(b) All. Spacing 1.0-0 a1n LOADING (psf) ya - TCLL 90.0 J�1 5.5 q 3 4 10 uer. �- 9CLL 0.00 15x7 n BEHIIA , Con>SaRI 2 BCDL 20.0 44= 2203 2) All. Spacing 14-0 1.5h0 II LOADING (psf) am6 11/21f1.1/2 -DADO TCLL 67.5 10 _ 6 TCDL 15.0 1$0 3.7.0 i3.7 -8 (NO SPLITS WITHIN 12- OF BEARING) BCLL 15.0 BCDL 15.0 CANT 2 -1-0 10-0-6 Plate Offsets 1D-1 -2 0.33 0-2 -1 :)FO 0.0.6 5V- 0-11 0.1 -2 Z-74 D-&1 , 8:0.3.5 0.14 LOADING (psf) SPACING 2-0-0 CSI DEFL In (loc) Udell PLATES GRIP TCLL 45.0 Plates Increase 1.15 TC 0.79 Vert(LL) -0.41 8-9 -387 M1120 1971144 TCDL 10.0 Lumber Increase 1.15 BC 0.74 VergTL) -0.62 8.9 >308 mills 1411138 BCLL 10.0 Rep Stress Ina YES WB 0.75 Hora(TL) 0.03 8 Na BCDL 10.0 Code BOGVAN5195 (Mabix) 1st LC LL Min Wall - 240 _ . _ . .... Weight 62[b-_._._ LUMBER -- - BRACING TOP CHORD 2 X 4 SPF No.2 - Except- TOP CHORD Sheathed or 340-7 oc puNns, except end veNcals. 4-6 2 X 6 SPF No.2 BOT CHORD Rigid calling directly applied or 4.7 -11 oc bracing. BOT CHORD 2 X 4 SYP DSS WEBS 2 Rows at 1/3 pis 3.8 WEBS 2 X 3 SPF Stud *Except' leadp Design Cftd-* 3A 2 X4 SPF No.3, 8-112 X 4 SPF 2100E 1.8E Code _ASC y.yp - Grw d Snrertaad - (45 pd @ 24- urs) (675 psf ®16• ore) (90 Pd 0 1r o2) ' REACTIONS (1b/sim) 1 =10451 03-8.8- 1024/Mechanical_7 wdmI u,a.r.,,�rd sa,«tmd- Nr.ss_prr�;4'ac)nose col @.te•�Ic�19�5 1 , 2). 7mbri(loadcase 2) enoaLoad Espuasa caepay 8 (Partially ahaessm Max Uplift 1=-545(load case 2), 6= 810(load rase 2) Expmue Factor (G) - 1.0. Therms Faa (Ct)-1.0, anpurarca Factor (0.1.0 Max Gmv 1 =1045(load ease 1), 8=1024(lood case 1) This destgnliee been s.ymd sepamay for bas-d& ucaa,ad kegs. FORCES (Ib) - First Load Case Only TOP CHORD 1-2--2307,2-3--2199,34=,547.4.5=-564,54--128,6-7=42,&11-526 BOT CHORD 1- 10=2014, 9.10=2014, 8.1=2014 WEBS 3- 8= 209,34. 1675,511- 637,2- 10-'98 NOTES ( 6-10) 1) This suss has been designed for this loads generated by 120 mph winds at 30 R above ground level located 1 ml from the hurricane oceardine. ASCE 7 -98 components and cladding external pressure coefficients for the exterior (2) zone and 6.0 psf top dxxd and 6.0 psf bottom chord dead load are being used. The design assumes occupancy category 11, termhl exposure C and internal pressure coefedant Condition 1. If end vertcab exist, the left Is exposed and the "Is not exposed. H cantilevers exist, the left is exposed and the fight is not exposed. If porches exist they are not exposed to wind. The lumber DOL Increase is 1.60, and the plate grip Increase Is 1.33 2) Ali plates are M1120 plates unless otherwise indicated. 3) NOTE NOT USED 4) Provide *.of New j- mechanical connection (by others) of thus to bearing plate capable of hdthstanding 545 m uplift at joint 1 . and 810 lb uplift at joint 8. 5) This truss has been designed with ANSVTPI 1 -1995 criteria. a �h 6) Thus members shag not be cut, drilled, diced, notched or otherwise altered without written approval of to design engineer. 7) Provisions must be made to prevent lateral movement of the top chord during bur sportation. Extreme care must be ublbgd rotating to top chord into place. 8) Take precaution to keep the Chords in plane, any herding or twisting of the hkVe plate roust be repaired before the building is put Into service. 9) This buss has been designed to meet a 45.0 PSF Pg Snow Zone and was docked for an unbalanced load of 1725 PSF per 7-96. Ce =1.0 C1=1 Al =1.0. 10) This bu has been been designed to meet 2000 IBC, Section 2308.10.7.1;2000 IRC R802.10. ss NE ® WARNING - Verify design parameters and READ NOTES Dn O m Fo eat Plea ."11-7534 2eo1 EAST BELTUNE Rio• R10Neplei,'0 161 FA x(816}36 GRAND RAPIDS. L449505 5 This desipn Is based may upon paanala , mess, and is for an kadt a la"V owpon era to be hafe9ad and waded vertically. Appi aEmy a design paemataa ad prow lnmporation a karnpahent b rapas0®y a G&dbq resigner -nor trhaa designs. enNi9 dhoah 6 ra tarsal sailor alnaNdugl v2D mareas oay. Addtiona Iartporary badr,p b Wee dabNy euarp arnokrnbrn h tie re:9aarowy a tie aaaa. AdditlaW palanw brachp a tie o.erm amrmae b w reeyonst,"Ily of one building designer. For 91iad pildaxa a9adhp tabhalioRVaaly rovraa, storage, delivery, section and tramp. armal OST-08 Wally Standard. DS849 Bradnp Spedfiardn, ad HIa.91 Hadin9 hataling and eredrp Recormnnddbn -UM. Iran T- Plata W8ax4 583 D•Onofib Delve, Madison. WI 53719 KOO J: laic Y cues 2002 .Iktivasd Faeel he. 0 Z m ? __._... .. B I it b NOTE: ADJUSTMENTS MADE FOR CODE COMPLIANCE AND PRODUCTION CAPABILITY DO NOT SCALE THIS DRAWING, PHOTOCOPIES ARE NOT TO SCALE x M❑DULARS BY McGLASS ❑N /DEC ❑L❑RES C❑NST LLC 1 I ----------------------- ----- - - - - -- ----- - - - - -- --------------'-------------------------- ----=------------ - - - - -- -------------- - - - - - U 11LR—r 1AuILEvER ) ---------------------- i 13' -10' 6-5 1/2' 29' -8 1/2' SN- /QN- 2021918/NY Sn' —n• 6'- O'CMAX) ' 2;�SSILL PLATE -- -- -- ----— ---------------------------------.------------------------ r 1/2' DIAL x18—' — ANCH—OR — B— OLTS — --- -- INTERGRAL PILASTERS.OR EQUAL REQUIRED @ IV -0' I (ANCHOR STRAPS REQUIRED FOR RI) O.C. WHEN BACKFILL EXCEEDS 4'-0' IN HEIGHT I (SEE CODE AUTHORITY FOR LOCAL REQUIREMENTS) I I I i I I I I I I I I I I1I � I 1 I I I I I I � I I � I I I I I 26' -7' 13' -8' ADD LOLLY COLUMN I ADD LOLLY COLUMN I D DIMENSION HOLD DIMENSION I 4' -9' 4-8' 4-8' 4-8' 4' -B' 6-6' 6' -5' 4' -6' 4' -7' 4' -7' I c - -� c - --1 c - -, c - --I r, I c - -, c- - I I I I I I 1- ! I- I 1 -! - -i - - -- - - - -- -! - -I- -! - -! -i- 1 I -!---j 1 1 _ i _ —_I i_ —_T— i I I I I I I - L -_J L - -J L--j' L L L- J :L - -J L L I S6 ` I NOTES, ' _ _ 1). THIS HAVE TO BE APPROVED BY A PROFESSIONAL ENGINEER OR A REGISTERED AARCHITE T. I 23 ALL CONSTRUCTION AND MATERIALS BELOW THE BOTTOM OF THE FLOOR JOISTS IS THE RESPONSIBILITY OF EXCEL HOMES' BUILDER, FOUNDATIIIN WALL, FOOTER, LOLLY COLUMNS L PADS ARE ALL TO BE DETERMINED ON -SITE IN ACCORDANCE WITH LOCAL CODES L CONDITIONS i I I 3) REINFM ED MASOORY UNIT REQUIRED AT CENTER BEARING LOCATIONS, I 41 LGLLY CGLIDDNS ARE TO BE SPACED ACCORDING TO SPAN SCHEDULE BASED ON TYPE OF HOUSE, LOCAL SNOW LOAD L WIDTH OF UNIT. ADD'L COLUMNS MAY BE REQ'D L ARE NOTED ON, FLOOR PLAN LOLLY COLUMN SPACING IS BASED ON 1/2'x6'x12' STEEL PLATE BETWEEN COLUMN L CENTER BEAN IS 5, FOUNDATION 1 IN ACCORDANCE �/ALL LUNIT�S,EALLOWING 6) FOUNDATION SIZES REFLECT WOOD VOQ➢ DIMENSIONS � MODULAR SHEATHING AND SIDING TO OVERHANG THE FOUNDATION. IF STYROFOAM IS USED I FOUNDATION MAY BE INCREASED IN LENGTH AND WIDTH TO ACCOMODATE. 7) FLGOR PERIMETER BANDS TD BE ATTACHED TO SILL PLATE • /16d NAILS AT 16. O.C. I 8) INSTALLATION of WASHER, DRYER AND/OR WATER HEATER IN BASEMENT PER STATE AND i LOCAL CODES IS THE RESPONSIBILITY 13F EXCEL HOMES' BUILDER. 9) SMOKE DETECTORS IN BASEMENT SHALL BE THE RESPONSIBILITY OF THE BUILDER TO , PROVIDE AND INSTALL (COD. WERE IN BSMT BY EXCEL HOMES, INC) I I 30+ CRAWL SPACE FOUNDATION REQUIRES A MINIMUM 18'x24' ACCESS OPENING; INSECT L RODENT PROP 1 CROSS VENTS WITHIN 3' OF CORNERS AND PROVIDE 1/150 OF FLOOR AREA WITH VENTILATIOL I ili SEE EXCEL HONES' SUBMISSION SET PAGE B6 FOR ADDITIONAL NOTES AND DETAILS. I HOLD THIS SECTION L---- -- ------ -- --- -- -- -- -- 4' =0' LOWER— J exco R BOX 6 LIVERPOOL, , 17 OL, PA 1704: (717) 444 -3395 �� Z FAX (717) 444 -7577 FROM THE INSIDE .OUT WWW.EXCELHOMES.COA �6'L tab VFW + J �PtyN ra�?Ia ` r yo . ;Ding Only WORK BY OTHER I � O f N w 3 w 7� A F❑UNDATI ❑N PLAN 04/21/04 16d8 1 02021918 KEY NOM. TYPE ROUGH 1 MANJF. I'LIGHT' : "VENP I "SP Rl' FT" "SOJ02MS63.75 I SIZE ± _ WT POCKET OPENNG I A 3088 CS210 381/2'X8212' THERMATRU 19.28 21.8 W$L4_ CORE 81 314" OlfiSVV. FIOT. i NT. POCKET B1YB41? 1 i 61 1? MARK W B 2888 CS208 3412'x827? THERMATRU i 5.1 i 17633 19.5 (37" OPPOSRE HALF MME CORE 81 314" OUTSW. HGT. t -. N 2058 NT. POCKET 4WX8410 ' 1 351? %821? CHALLENGER 20.3 -.. _._.. -- - -I - SPLIT JAMB �O _ �__ 5488 - - -� i C5210 � 877/4''X821? 7HERMATRU 33.5 38.5 0.14 - TI�RMA -TRU x11314(IXIISWING) I C 2868 FIRE RATED 33 12 'X82 t? CHALLENGER 1 19.2 0.14 STEEL JAMB I , P 2868 FRENCV}NOOD SGD 72'X87 ANDER 23.78 C 3088 FIRE RATED 36 1 ?x82 i? CHALLENGER I i 22.1 0.14 SPLIT JAMB I ' - ' I EVERESTS.G.Q 1 591lrXW EVEREST 2508 C -- 3068 _- FIRE RATED 37 1 ?x82 t? _._.. NGER CHALLE _._ �..___. 21.5 -_ 0.14 -_ EVEREST 31.3 9TEELJAMB D8 EVEREST S.G.Q 71 1 ?x60" 15.89 D 2888 TNT. PASSAGE 34 1/0'x821? I i 08 34 1? (MARR. WALL) 1 EVERESTS.G.D. 1 951 ?x80' EVEREST 41.73 21.19 531 0.38 t DD 5468 IM. DBL DOOR 6Tx821? EVERESTS.G. 10012.87 EVEREST 48.95 23.54 69.2 0.39 57 t? (MARR. WALL) S 4088 I 491/4.821? E 2988 IM. PASSAGE 32 1/1Nw irz I (B7 ON MNYL) 32 7? (MARR WALL) 57 WIOT4MARRAGE 1 EE 5068 IM. DBL DOOR 63'X521? RRORED 491/4"x87 ' _ _ 831? MARK WALL ____ -____ _.. -._ I 5G' WIDt}NMRPoAGE T 6088 PAM 6088 72.87 I ANGER ! 21.92 78.11 10 0.33 i 274 F 2088 IM. PASSAGE 28 1/451821? i M V2- MARR WA i ' TT 6065 DOLIBLE SWING PATIO 72'x80' ANDER. 2122 3358 I 0.33 i U 6068 FF 4068 WT. DBL DOOR 51'X821? 40 0.39 364.75 57 1? MARK W I ' V 6088 SNBNG PATIO 71 7/2.80 MALTA 25.34 16.38 40 0.39 31875 G 1888 IM. PASSAGE 1 20 1/4'x821? W SORB IM. SL8JIN0 81 1/4.83 t-- 201? (MARK. WALL) - 87 ON 41y; � __ , GG 3088 IM. DSL DOOR 39'XS21? 1 _--i- 391? (MARK WALL I X BO68 4_IM. SLANG 73 1/4.531? H 2888 IM. B4FOLD 321/4''X82 t? -- _ 327? (MARK WAW. I I Y 3088 HH 5068 WT BI -FOLDS 6TxS2 UZ 1 114" MOTH44ARFUAGE 621/4' (MARR. WALL) 1 2068 IM. DBL DOOR 26 1/4 "x821? 75'x82117 281? (MARK WALL) Z • ZE" BOBB em. Sr M.W. SWING PATIO 1 71 314 87 71314 w _ MW i 2378 I MW 21.92 14.7 16.11 11 9068 IM.84FOLOS 57x821? CC 501/4" (MARR. WALL) llERIv1A1RU SWWG�51/Tx821? 7HRERMATRU : 19.56 19.28 43.2 0.38 241.5 PATIO DOOR 1 J - 3088 CS210 53 V2'x82 t? THERMATRU 1.7 19.28 30.7 0.28 21.25 SGL SIDELITE 813/r OUTSW. MGT. 1 TFERMA'OBLSWING 751/4"x021? I TW7ERMAT_RU 19.58 1 38.52 43.1 1 0.39 1 2M.5 I 1 DOOR NO SCREEN AVAILABLE)___ K 3088 CS210 681 ?x821? THERMATRU ! 3.4 1828 29.2 0.28 42.5 DBL SIMUTE Bt 31r OIJTSW. HOT. WT-RANSOM 88 V7,xw _ L�- 3058 WT. POCKET 77x841? 73Irr MARK WALL (37" OPPOSITE HALF I � � I KEY NOM. i 7YPE ROUGH I MANUR LIGHT' VEND 'SP .1 "S0. FT" I 1 AA I86B ± _ WT POCKET 18517T-MARR. M 2688 NT. POCKET B1YB41? 1 i 61 1? MARK W (37" OPPOSRE HALF t -. N 2058 NT. POCKET 4WX8410 ' 1 t- - - -- - - --{ _ 491? (MARK WALL)_.. (25'OPPOSREHAIF -.. _._.. -- - -I - - �O _ �__ 5488 - - -� i C5210 � 877/4''X821? 7HERMATRU 33.5 38.5 0.14 - TI�RMA -TRU x11314(IXIISWING) I D13L EM INSLL , P 2868 FRENCV}NOOD SGD 72'X87 ANDER 23.78 1,L 40 0.33 297.25 FWG BOBB ' 05 5068 EVERESTS.G.Q 1 591lrXW EVEREST 2508 13.24 33.1 0.39 EVEREST 31.3 D8 8068 EVEREST S.G.Q 71 1 ?x60" 15.89 40 0.39 381.25 08 BOBS 1 EVERESTS.G.D. 1 951 ?x80' EVEREST 41.73 21.19 531 0.38 1 09 om EVERESTS.G. 10012.87 EVEREST 48.95 23.54 69.2 0.39 S 4088 1 IM. SLIDING 491/4.821? _ -. -- (B7 ON MNYL) 57 WIOT4MARRAGE JM RRORED 491/4"x87 ' _ _ ____ -____ _.. -._ I 5G' WIDt}NMRPoAGE T 6088 PAM 6088 72.87 I ANGER ! 21.92 78.11 10 0.33 i 274 SWM PATIO ' TT 6065 DOLIBLE SWING PATIO 72'x80' ANDER. 2122 3358 10 0.33 i U 6068 WOODVIEW SGD 71 1 ?X8) 1? MALTA 30.78 16.07 40 0.39 364.75 ' V 6088 SNBNG PATIO 71 7/2.80 MALTA 25.34 16.38 40 0.39 31875 W SORB IM. SL8JIN0 81 1/4.83 t-- 87 ON 41y; __ , _ -.. ST WIDTLMMMAGE -_ _--i- I X BO68 4_IM. SLANG 73 1/4.531? - -- - r BY ON VINYL 7r WIDTH44MRIAGE -- - -- I Y 3088 Nf. PASSAGE I 38 114'X82 1? _ I 114" MOTH44ARFUAGE _ YY 8088 Nf. OS-L, 75'x82117 Z • ZE" BOBB em. Sr M.W. SWING PATIO 1 71 314 87 71314 w _ MW i 2378 I MW 21.92 14.7 16.11 39.9 39.9 _0.38___2%r.2 . 038 I 2714 CC 8080 llERIv1A1RU SWWG�51/Tx821? 7HRERMATRU : 19.56 19.28 43.2 0.38 241.5 PATIO DOOR 1 _� JJ MM 1 TFERMA'OBLSWING 751/4"x021? I TW7ERMAT_RU 19.58 1 38.52 43.1 1 0.39 1 2M.5 I 1 DOOR NO SCREEN AVAILABLE)___ V! y PQOF6 . R'A's" 4-2004 { ( � 1o11D u 1464 14711 �fm4V_ stpa tovoC D Oft DILTMlI11B T61m AT 6MAp R. 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