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HomeMy WebLinkAbout34637-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUP~CY No: Z-33705 Date: 05/13/09 THIS CERTIFIES that the building NEW DWELLING Location of Property: 115 EAST SIDE AVE MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax b~ap No. 473889 Section 99 Block 3 I~)t 19 subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 19, 2007 pursuant to which Building Pe~qnit No. 32841-Z dated ~LARCH 26, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The'occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED FRONT PORCH, FIRST AND SECOND FLOOR DECKS, INDOOR SWIMMING POOL ENCLOSED TO CODE, AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA #5860 DATED 6/8/6. ·"ne certificate is issued to 343 EAST 18 LLC (OWNER) of the aforesaid building. SUFP~)LK COL~l~f DEPART~T OF ~]~%LTH AP~O~i%L R10-05-0201 03/30/09 E~.Rt-rKIC3%L C~KTIFIC3%TH NO. 3056256 02/05/09 ~L~ERS CERTIFICATION DATED 02/13/09 MIKE JACOBI PLUMBING TM rized Signature Rev. 1/81 BLDG. DEPT. TOWN OF SOUTWOtD Form No. 6 TOWN OF SOUTEIOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following; A. For new building or'new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. Final Approval fi'om Health Dept. of water supply and sewerage-disposal (8-9 form). 3. Approval of electrical installation from Board of Firo Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lea& 5. Commeroial building, industrial building, multiple rosideneas and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of properly showing all property lines, street~, building and.unusual natural or topographic features. 2. A properly completed application and consent to iuspeet signed by the applicant. If a Certificate of Ocoupaney is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Ocoupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Oate. pvll [o New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Owner or Owners of Property: ~q~ ~. }% Suffolk County Tax Map No 1000, Section Subdivision Permit No. ~ 2 ~ t./ I Date of Permit. Street Hamlet Fil~ Map.. ~t: Appli~t: ~ ~/% ~C l! Health Dept. Approval: S/~:~D/o Planning Board Approval: ~ Request for: Temporary Certificate Fee Submitted: $ Underwriters Approval: Final Certificate: ~ (check one) ToWn Hall, 53095 Main Road P.O. Boxtt79 Southold, New Yor~ 1 t971 Fax (5t6) 765-1823 Te{ephone (5t6) 765-t 802 (~FFICE OF THE BUILDING INSPECTOR ToWN OF SOUTHOLD cERTIFICATION BUitdttlg Permit No, JQ (pleaSe print) (please print I certify that the solder Used in the water ~uppl¥ system contains less than 2/10 of 1% lead. Sworn to before me this /3+~ day of W~aff~ Nota~,¥ PUbltc~ LINDA J COOPER NOTARY PUBLIO, State of New York NO, 01CO4822563, Suffolk Co~y Term Expires December 31, 2~'G,~ County BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by 343 EAST 18 LLC ANDREW LOWERY C-CAT CO. P.O. BOX 27 441 HAWTHORNE PL MATTITUCK, NY 11952, RIDGEWOOD, NJ 07450 Located at 115 EAST SIDE AVE MATTITUCK~ NY 11952 Application Number: 3056256 Certificate Number: 3056256 Section: Block: Lot: Building Permit: 0 BDC: ns11 a Residential occupancy, wherein the premises electrical system consisting of Described electrical devices and wiring, described below, located in/on the premises at: . Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, Pool/Spa, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 5th Day of February, 2009. Name QTY Rate Ratin~ Circuits Type Alarm and emergency equipment Sensor 3 0 0 Carbon Monoxide Sensor 6 0 0 Smoke Appliances and Accessories Air Conditioner 2 0 Above 1500 BTU Dish Washer 1 0 1.2 KW ExhaUst Fan 5 0 F.H.p Furnace I 0 Gas Hydro Massage Tub (Therapeutic) 1 0 Pump Motor 1 0 1 H.P Miscellaneous includes indoor pool and 50amp steam unit Panels 1 100 6 Service Service Disconnect: 1 200 cb ServicelPhase3w Service Rating200Amperes seal Continued on Next Page I of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of UDOn premises owned by Located at C-CAT CO. P.O. BOX 27 MATTITUCK, NY 11952, 115 EAST SIDE AVE MATTtTUCK, NY 11952 343 EAST 18 LLC ANDREW LOWERY 441 HAWTHORNE PL RIDGEWOOD, NJ 07450 Application Number: 3056256 Certificate Number: 3056256 Section: Block: Lot: Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system cons~sbng of electrica der ces and wiring, described below, located m/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, Pool/Spa, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, authority having jurisdiction, and found to Name QTY Wiring And Devices AFCI 3 0 Dimmer 22 0 Fixture 4 0 Fixture 79 0 GFCI Circuit Breaker 1 0 G'FCI Circuit Breaker 2 0 GFCl Circuit Breaker 2 0 GFCI Circuit Breaker 3 0 Outlet 83 0 Outlet 119 0 Receptacle 1 0 Receptacle 1 0 Receptacle 12 0 ReCeptacle 68 0 Switch 55 0 Department of State Code Enforcement and AdministratiOn, or other be in compliance therewith on the Sth Day of February, 2009. Rate Rating Circuits Type 120 V 40a pool 15a pool 20a 20a pool 20alaundry 30a Fluorescent Incandescent Fixture Gen, Purpose Appliance Dryer GFCl Gen, Purpose Gen, Purpose seal Continued on Next Page 2 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON SmREt=l ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by C-CAT CO. P.O. BOX 27 MATTITUCK NY 11952. 343 EAST 18 LLC ANDREW LOWERY 441 HAWTHORNE PL RIDGEWOOD. NJ 07450 Located at 115 EAST SIDE AVE MATTITUCK, NY 11952 Application Number: 3056256 Certificate Number: 3056256 Section: BlocK: Lot: Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, Pool/Spa, A visual ~nspechon of the premises electrical system, limited ro electrical devices and wiring to the extent detailed herein, was condugteO n acgoraance wire the reauirements of the applicable cooe and/or standard promulgated by the State of New York Department of State Code Enforcement ano Admmlstratmn. or other authority having jurisdiction, and found to be in comphance therewith on the 5th Day of FebruarT, 2009, Name QTY Rate Rating Circuits Type (Swimming Pool): This certificate covers compliance at the date of inspection only. Because of unusual environments ii is advisable to have frequent test and/or repairs made by a qualified person seal 3 of 3 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34637 Z Date APRIL 29, 2009 Permission is hereby 9ranted to: 343 EAST 18 LLC C/O LOWRY 441 HAWTHORNE PLACE RIDGEWOOD,NJ 07450 for : CONSTRUCTION OF NEW SFD AS APPLIED FOR PER DEC, TRUSTEES, ZBA & SCHD. THIS PERMIT REPLACES PERMIT#32841 at premises located at County Ta~ Map No. 473889 Section 099 pursuant to application dated APRIL Buildin9 Inspector to expire on OCTOBER 115 EAST SIDE AVE MATTITUCK Block 0003 Lot No. 019 29, 2009 and approved by the 29, 2010. Fee $ 1,838.00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32841 Z Date MARCH 26, 2007 Permission is hereby granted to: 343 EAST 18 LLC 441 HAWTHRONE PLACE RIDGEWOOD,NJ 07450 for : DEMOLITION OF AN EXISTING SINGLE FAMILY DWELLING AND CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER DEC, TRUSTEES, ZBA, & SCHD at premises located at 115 EAST SIDE AVE MATTITUCK County Tax Map No. 473889 Section 099 Block 0003 Lot No. 019 pursuant to application dated MARCH 19, 2007 and approved by the Building Inspector to expire on SEPTEMBER 26, 20~0~ Fees 2,425.20 Rev. 5/8/02 ORIGINAL TOWN OF SOUTHOLD BUILDING DEPARTMENT ~S'oOWN HALL UTIJOLB', NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ ~BUI~DING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Contact: Examined 3/O~ ~) Approved Disapproved a/c Expiration ,20 Mail to: InstPhone: APPLICATION FOR BUILDING PERMIT Date ., 20 INSTRUCTIONS a. This application MuST he c~mpletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises _~t13 E.~¢- 1% LLC... (As on the tax roll or latest deed) If applicant ~"~orporation, signature of duty authorized officer (Name and title of corporatd of'~cer) -- Builders License No. Plumbers License No. Electricians License No. Other Trade's License No· Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block ~ Lot / ~ Filed Map No. Lot 2. State existing use and occupancy of premises'and intended use and oc. cupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building_ ~ Addition Repair Removal ~ Demolition ~-/ Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars ~ Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~ [ Rear Height. ~ .).c/- Number of Stories Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Dimensions of entire new construction: Front Height Number of Stories Rear .D~tfi. 9. Size of lot: Front '7~3, ~b~ Rear 5-~/, 3- ~/ .Depth Rear 10. Date of Purchase ///Zt.o~"- Name of Former Owner 11. Zone or use district in which premises are situated ~_ - q D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NO 13. Will lot be re-graded? YES__ 14. Names of Owner of premises Name of Architect Name of Contractor excess NO NO )< Will fill be removed from premises? YES 3q'3 ~SVI~ Addreso ~ ~ PhoneNo. Address o 7~ Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES __ NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF /~c-I'~ ~ /_D~'r~ being duly swom, deposes and says that (s)he is the applicant (Name of individual signing ~6ntract) above named, (S)He is the ~Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this / ~ d.az~,f /t4 rX-v'~-A (---- ....Notary Public 20 0'? PATRICIA C. MOORE Notary Public, State of New York Suffolk County - No. 4861668 Commission Expires Juno 16, Signature of Appli~ 07/19/2006 12:11 6317659864 'APPIr. M..$ BOARD MEMBERS Ruth D. Olive, Chafi~oman Oerard P. Ooehrtnger James Dinizio, Michael A. Simon Leslie IC..anc$ Weisman PAGE 62 ;. South0ld Town Hall 53095 Main Road · P.O. Box 1179 $outhold, NY 11971-0959 Town Anocx/First Floor, Nortti Fork Bank 54375 Maio Road (at Youngs Avenue) $outhold, NY 11971 http://southoldtowrLnotth fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 * Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 6, 2006 ZB File NO, 5860 -Andrew Lowry, Managing Member, 343 East 18th LLC Property Location: 115 East Side Avenue, Maffituck CTM 99-3-19 .SEQRA DETERMINATION: The Zoning Board of Aopeals has visited the property under consideration in this application and datermine~ that this review falls under the Type II category of the State's List of Actions. without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION; The applicant's 21,279 square foot perca! is improved with en existing two-story frame house with garage and a two bedroom accessory cottage, as show~ on September 29, 2004 emended December 10, 2004 survey prepared by John C. Ehlers, Land Surveyor. F AP I ; Building Department's February t0, 2006 emended March 23, 2006 Notice of Disapproval, citing Section 100-244, in its denial of an application for · building permit to demolish an existing single family dwelling end construct a new single family dwelling, The reason stated by the Building Inspector in the denial is that the 'newly Constructed single-family dwelling will have a front yard setback of ,-/-23 feet.' EINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 25, 2006, at which time written end oral evidence were presented. Based upon all teefimony, documentation, personal inspection of the property, and other evidence, the Zoning Board find~ the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED; The applicant wishes to construct a new single family dwelling after demolishing the exiatfng two-stop/, single.famih/dwelling, measured et its closest poinls, 26'6' from the new deck, 23 feet to the circular steps), end 32 feet from the dwelling, to the front yard lot line at South Lagoon Lane. REASONS FOR_BOARD ACTION; On the basis of testimony presented, materials submitted and personal inspections, the Board makes the fotiowing findings: 1. Grant of tho variance wiJl not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant wishes to reconstruct the present dwelling, rather than to renovate the existing home which would squire significant financial expehoiture$. The proposed setback is from a private right-of-way (presently a grass path and driveway for access), ~afl~er than a public road. The right-of-way is accessible by only four owners 2. The benefit sought cannot be achieved by .SOme method, feasible for the applicant to pursue, other than an area variance. The property is uniquely shaped, in that it is very narrow (54 feet) along the west side along a dredged canal and with 73.95 feet along East Side Avenue to the east, and 174.22 feet in length along the northerly property line. 87/19/2885 12:11 6317859864 ZBA PAGE 83 Page 2 - June 6, 2006 2~ File No. 5860 - Andrew Low~y/343 E~st 18~h LLC CTM No. 9g~3-19 3. The vadanse granted herein is substantial The setback reduction Is the maximum that the Beard will grant. 4, The diff~ulty has been seE-created. 5. No evidence has been submitted to suggest that a vadanca in this residential community will have an adveree impact on the physical or environmental conditions in the neighborhood, 6, Grant of the requested relief is the m~nimum action neCessary and adequate to enable ~ applicant to enjoy the benefit of a setback in order to construct a new dwelling, while preserving and proteotlng the character of the neighborhood and the health, safeb/and welfare of the commune. RES_QLUTION OF THE BOARD: In considering all of the above factors and applying the balancing [est under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Olive, and duly carried, to GRANT the variance es applied for, as ellown on survey site map dated Beptember 29. 2004 amended 2-15-2006 by John C. Elllere, Land Surveyor and 5/19/2006 construction diagrams prepared by Pater B. Cooper & Associates, Any deviation from the variance given such as extensions, or den'lolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any curt'ant or future use, setback or other feature of the subject property that may violate the Zoning Code, offer than such uses, setbacks end other features as are expressly addressed in this action. Vote ef the Board_' Ayes: Members Olive (Chairwoman). Goehrlnger, Dlnlzio. Simon, and Weismen. This Ruth D. Olive 7/1~/06 - Approved for Filing James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0400C Date: February 9, 2009 THIS CERTIFIES that the demolish existing dwelling, abandon existing septic system, construct new dwelling, new sanitary system and associated improvements outside the Board of Trustees Wetland jurisdiction At 115 East Side Avenue, Mattituck, New York Suffolk County Tax Map # 99-3-19 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 10/11/05 pursuant to which Trustees Permit # 6239 Dated 11/16/05 and was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolish existing dwelling and abandon existing septic system, construct new dwelling, new sanitary system, and associated improvements outside the Board of Trustees Wetland jurisdiction The certificate is issued to 343E18, LLC c/o ANDREW LOWRY owner of the aforesaid property. Authorized Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ]INSULATION ,~ FINAL /~'t [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR ~r;~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~/~ ~ -'r~/'~ DAT~ ~/g- ~ 2 InSPeCTOR ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FINAL FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTIO# [ ] FIRE RESISTANT PENETRATION REMARKS: DATE '~-- ~'~- ~)~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION  [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~*--/"~---~ ~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~, [ ] FOUNDATION 2ND [ ] INSULATI~ [ ] FRAMING / STRAPPING [ ] FINAL~ [ ] FIREPLACE & CHIMNEY [ ] F.~IRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION ~/] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ~ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION ~~ STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~-~'~,, INSPECTOR ~'~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [~ FRAMING ~ [ ] ROUGH PLBG. [ ]INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUC'IION [ REMARKS: DATE / ~- - / r- 0 ~7' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDAT~~,,~ [ ] INSULATION [~)~ FRAMING ST~~~~ [ ]FINAL []FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~~~ ~ ~r TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ~ FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANTPENETRATION REMARKS: ~~ ~ ~ INSPECTOR~~ DATE, ~ ~7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~"'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PE#,- ,.ATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION REMARKS: DATE ~- ~'~'~- ' ~' - INSPECTOR--~'/~-- 03/19/2007 13:36 FAX 6312836136 EN-CONSULTANTS,INC. ~006 Board Of South,old 'Town Trustees soU ,O .D, YO. K pEP~h'iIT NO, (~2'~ ~ DAT~' ..~g~'~'"'~ ~' ~00 3~3E~8,~LC ............................................................................ ISSUED TO ........................................................ th; rtza tou ....... Pursuant to f~ prov~ cna of Chapter 6lB of ~e ~s of he Sta~ of New Y~ 18931 ~nd ~apfer ~ of the ~ws ~ · ~f~te of New York 19S2; an,~ the So,hold To~n O~mence t~led '.~U~TIN~ AND .I~E..P~CIN~. OF: I~ ~HD ON TO~N WATERS AND PUBLIC ~DS ~DS .UNDER TO~N ~A~RSp. =nd m a~c~dan~ w~{h 'the Resol~ion of ~e B~rd. adopted ~t a meeflng hel~ ~ ....~1~.~ ..... ~0~.~.__-.., a~d in cpnsider~tlon of the sum of ~.....~.~.~.~.~ ...... ~i~ ~3~8,~C .... ...................................................... r, m' .... , ~ituck ........ N.Y. and ,uNe~ fothe o~ ....................................... ~"~ .............. ; ......... ' ' Te~s and ~n&tlo,s hr~ed .o, the reve~ ~Ide .~reof. of ~uthold To~' Tru~ees authorizes and per~ ~6 followln9:. Wetland Pe~lt to ~emolish ~he e~istimg ~welli~g and a~a~on the exim~ing septic system,, ~ith ~h~ conditio~ that hayb~les and a ~ilt, fence be placed during constrnc~ion ~nd all a~ pitted on the pla:~s survty~a ~y~ohn .~1~ ~e ~gl~fin~ app~fJ~. IN ~I~ESS ~HER.E~, ~e s~id Board ~f T~te~ b~ ~ ~ ~rate Seal to be ~xed, e~ ~ese ~se~ ~ ..... the sald ~rd .as ~ f~is date. ~ su~%ed by a ~l~ of (~ ~ /~ -. ,. PERMIT NUMBER ~4738-03531/00001 rFACILITY/PROGRAM NUMBER(S) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PERMIT Under the Environmental Conservation Law EFFECTIVE DATE December 5, 2005 EXPIRATION DATE(S) December 4, 2010 TYPE OF PERMIT · New [] Renewal E] Modification [] Permit to Construct [] Permit to Operate [] Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certifica- tion [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO 348E18, LLC TELEPHONENUMBER (201)670-9472 ADDRESS OF PERMITTEE C/O Andrew Lowry, 441 Hawthorne Place, Ridgewood, NJ 07450 CONTACT PERSON FOR PERMITTED WORK En-Consultants, Inc., 1319 North Sea Road, Southampton, NY 11968 TELEPHONE NUMBER (631)283-6360 NAME AND ADDRESS OF PROJECT/FACILITY 348E18, LLC Property, 115 East Side Avenue, Mattituck, NY 11952 S.C.T.M. #1000-99-3-19 COUNTY Suffolk TOWN Southold WATERCOURSE NYTM COQRDINATES Canal off Mattituck Creek E: 706.1 N: 4543.2 DESCRIPTION OF AUTHORIZED ACTIVITY Abandon and fill existing septic system as per Suffolk County Department of Health Services requirements. All work is to be done in accordance with the attached plans stamped NYSDEC approved on December 1, 2005. Please note: The property landward of the 10 foot elevation contour, as shown on the survey prepared by John C. Ehlers Land Surveyor dated 09-29-2004 last revised 09-19-2005, is beyond Article 25 (Tidal Wetlands) jurisdiction. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 3 & 4) and any Special Conditions (see page 2) included as part of this permit. PERMIT ADMINISTRATOR: Mark Carrara, Deputy Permit Administrator AUTHORIZED SIGNATURE (KAF) I ADDRESS Region 1 Headquarters BId~l. ¢h~-0, SUNY, Stony Brook, NY 11790-2356 12/1/2005 Page 1 of 4 New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 · FAX: (631)444-0360 Website: www.dec.state.ny.us Denise M. Sheehan Acting Commissioner December 1,2005 Andrew Lowry, President 343E18, LLC 441 Hawthorne Place Ridgewood, NJ 07450 Re: Permit #1-4738-03531/00001 Dear Mr. Lowry: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621 ) we are enclosing your permit. Please read all conditions carefully. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, Agency Program Aide Enclosures CC: En-Consultants, Inc. MHP file NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER 1-4738-03531/00001 FACILITY/PROGRAM NUMBER(S) PERMIT Under the Environmental Conservation Law EFFECTIVE DATE December 5, 2005 EXPIRATION DATE(S) December 4, 2010 TYPE OF PERMIT · New [] Renewal [] Modification [] Permit to Construct [] Permit to Operate [] Article 15, Title 5: Protection of Waters [] Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certifica- tion [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Article 24: Freshwater Wetlands · Article 25: Tidal Wetlands [] Article 27, Title 7; 6NYCRR 360: Solid Waste Management [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, 19, 27, 37; 6NYCRR 380: Radiation Control PERMIT ISSUED TO 348E18, LLC TELEPHONE NUMBER (201)670-9472 ADDRESS OF PERMITTEE CIO Andrew Lowry, 441 Hawthorne Place, Ridgewood, NJ 07450 CONTACT PERSON FOR PERMITTED WORK Eh-Consultants, Inc., 1319 North Sea Road, Southampton, NY 11968 TELEPHONE NUMBER (631)283-6360 NAME AND ADDRESS OF PROJECT/FACILITY 348E18, LLC Property, 115 East Side Avenue, Mattituck, NY 11952 S.C.T.M. #1000-99-3-19 COUNTY Suffolk TOWN Southold WATERCOURSE NYTM COORDINATES Canal off Mattituck Creek E: 706.1 N: 4543.2 DESCRIPTION OF AUTHORIZED ACTIVITY Abandon and fill existing septic system as per Suffolk County Department of Health Services requirements. All work is to be done in accordance with the attached plans stamped NYSDEC approved on December 1, 2005. Please note: The property landward of the 10 foot elevation contour, as shown on the survey prepared by John C. Ehlers Land Surveyor dated 09-29-2004 last revised 09-19-2005, is beyond Article 25 (Tidal Wetlands) jurisdiction. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 3 & 4) and any Special Conditions (see page 2) included as part of this permit. PERMIT ADMINISTRATOR: Mark Carrara, Deput~' Permit Administrator AUTHORIZED SIGNATURE (KAF) ADDRESS Region 1 Headquarters Bldg. #40, SUNY, Ston~/Brook, NY 11790-2356 I DATE f__ 12/1/20O5 Page 1 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or protected buffer areas. 2. There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activity. 3. All fill shall consist of "clean" sand, gravel, or soil (not asphalt, flyash, broken concrete or demolition debris). 4. Necessary erosion control measures i.e., haybales, silt fencing, etc. are to be placed on the downslope edge of any disturbed area, This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good condition until thick vegetative cover is established. DEC PERMIT NUMBER Page 2 of 4 1-4738-03531/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permit'tee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's undertaking of activities or operation and maintenance of the facility or facilities authorized by the permit in compliance or non compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to complywith this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. GENERAL CONDITIONS General Condition 1: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401 (3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of all other permit types. Submission of apprications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1, SUNY BIdg ¢h40, Stony Brook NY 11790-2356 General Condition 4: Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621. The grounds for modification, suspension or revocation include: a) materially false or inaccurete statements in the permit application or supporting papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. DEC PERMIT NUMBER Page 3 of 4 1-4738-03531/00001 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION ADDITIONAL GENERAL CONDITIONS FOR ARTICLES 15 (TITLE 5), 24, 25, 34 AND 6NYCRR PART 608 ( TIDAL WETLANDS) If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Depadment of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watemourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended sol ids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Any material dredged in the conduct of the work herein permitted shall be removed evenly, without leaving large refuse piles, ridges across or along the bed of a waterway or floodplain, deposits within any regulatory floodway, or deep holes that may have a tendency to cause damage to navigable channels or to the banks of a waterway. There shall be no unreasonable interference with navigation by the work herein authorized. If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or flit and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or a[teretion. If granted under 6NYCRR Part 608, the NYS Department of Environmental Conservation hereby certifies that the subject project will not contravene effluent limitations or other limitations or standards under Sections 301,302,303, 306 and 307 of the Clean Water Act of 1977 (PL 95-217) provided that all of the conditions listed herein are met. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and, if required, a survey. All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or his agent as part of the permit application. Such approved plans were prepared by John C. Ehlers Land Surveyor on 9-29-2004 last revised on 09-19-2005. DEC PERMIT NUMBER Page 4 of 4 1-4738-03531/00001 Specifications for Icynene Insulation System Andrew Lowery Residence II. General A. The installation of the Icynene Insulation system shall be a Icynene Licensed Dealer, following all manufacturer guidelines, procedures, and specifications. B. The application of the Icynene system is to be used in conjunction with an air exchange system to provide controlled fresh air intake, as per specification guidelines. The system renders soffit vents and ridge vents not required, as previously designed. Application Procedures A. Icynene shall not be installed on the exterior of The building below grade, in contact with water, In service environments above 180 degrees F, or as an interior finish. B. Icynene shall be installed in all walls, and rafters, and in exterior cavities, including rim joists, vertically, overhead, or at an incline, as required. C. All new foundation sill plates and floor/wall junction plates to be installed with foam gaskets to prevent air leakage, or calking of joints o the interior of the building to be provided. D. Caulk all joints between adjactent exterior framing members, between multiple studs and at other critical locations where insulation is not possible. E. Drywall shall be provided over the insulation where exposed in all livable areas. F. All cleanouts and valves shall be identified in order to avid the installation of insulation at these locations. G. All plumbing stacks which penetrate exterior walls, ceilings, shall be cut to allow ½" space around the stack to permit the installation of insulation. H. All PVC or ABS pipe of (3) inches or less in diameter shall be braced every (3) feet to prevent excessive deflection by the expanding foam. I. Ail damper controls be identified in order to avoid the installation of insulation in these locations. J. All combustion appliances are provided with a venting relief switch or are uncoupled from the building envelope such that pressure imbalances across the envelope do not interfere with combustion and/or make-up air supply to the combustion chamber. K. Mechanical contractor to follow all codes to ensure no back draft of combustion appliances, With adequate air exchange. L. All new vertical wiring must be secured to the inside of studs every 3 feet. M. All ceiling fixtures to be installed using vapor barrier pans/boxes which are caulked with acoustical caulking material or ceiling fixtures to be sealed using suitable sprayed foam material prior to the installation of attic insulation. N. All TV, telephone, security system and intercoms to be mechanically fastened to the inside of studs every three feet for vertical runs, and 1 ½" from the gypsum board surface for all runs. ECCC of NEW YORK ANNUAL ENERGY CONSUMPTION COMPLIANCE Building Name: Icynene Building Date: May 16, 2008 Owner's Name: Lowry Residence Builder's Name: Property 5790 sq ft Weather Site: Address: Mattituck, NY 11952 File Name: Riverhead, NY Accent_GWebster_LowryR_5790_NY_lc¥.blg Annual Energy Consumption (MMBtu) ECCC of NY As Designed Heating: 149.9 124.8 Cooling: 19.2 10.0 Water Heating: 27.1 22.8 Lights and Appliances: 59.9 59.9 Photovoltaics: -0.0 -0.0 Totah 256.1 217.5 * This home MEETS the annual energy consumption requirements of Section 402 of the Energy Conservation Construction Code of New York based on 5324 heating degree-days. In fact, this home surpasses the requirements by 15.1%. ' Design consumption is based on the following: Heating: Fuel-fired air distribution, 96.0 kBtuh, 92.0 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 13.0 SEER. Cooling: Air conditioner, 30.0 kl~tuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. Window-to-Wall Area Ratio: 0.34 Blower door test: Htg: 0.10 Cig: 0.10 ACHnat In accordance with the IECC, building inputs such as setpoints, infiltration rates, and window shading may ha~;e been changed prior to calculating annual energy consumption. This report was generated using SEER 10 in the IECC Standard Design. REM/Design - Residential Energy Analysis Software v12.4 This information does not constitute any warranty of energy cost or savings. © 1985-2007 Architectural Energy Corporation, Boulder, Colorado. 2003 IECC ANNUAL ENERGY CONSUMPTION COMPLIANCE Building Name: Icynene Building Date: May 16, 2008 Owner's Name: Lowry Residence Builder's Name: Property 5790 sq ft Weather Site: Address: Mattituck, NY 11952 File Name: Icynene Inc. Riverhead, NY Accent GWebster LowryR 5790 NY Icy.big Annual Energy Consumption (MMBtu) 2003 IECC As Designed Heating: 149.9 124.8 Cooling: 19.2 10.0 Water Heating: 27.1 22.8 Lights and Appliances: 59.9 59.9 Photovoltaics: -0.0 -0.0 Total: 256.1 217.5 * This home MEETS the annual energy consumption requirements of Section 402 of the 2003 International Energy Conservation Code based on 5324 heating degree-days, In fact, this home surpasses the requirements by 15.1%. * Design consumption is based on the following: Heating: Fuel*fired air distribution, 96.0 kBtuh, 92.0 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 13.0 SEER. Cooling: Air conditioner, 30.0 kBtuh, 13.0 SEER, Water Heating: Conventional, Gas, 0.62 EF. Window-to-Wall Area Ratio: 0.34 Blower door test: Htg: 0.10 Cig: 0.10 ACHnat In accordance with the IECC, building inputs such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy consumption, This report was generated using SEER 10 in the IECC Standard Design. REM/Design - Residential Energy Analysis Software v12.4 This information does not constitute any warranty of energy cost or savings. © 1985-2007 Architectural Energy Corporation, Boulder, Colorado. ENERGY COSTAND FEATURE REPORT Building Name: Owner's Name: Prope~y Address: Icynene Building Lowry Residence 5790 sq ft Mattituck, NY 11952 Date: Builder's Name: Weather Site: File Name: May 16, 2008 Icynene Inc. Riverhead, NY Accent GWebsterLowryR_5790 NYIcy.blg Fiberglass Building Icynene Building DIFF % DIFF ANNUAL ENERGY COSTS Heating Cooling Water Heating Lights & Appliances Photovoltaics Service Charges $ 2782 $ 1448 $ 707 $ 564 $ 350 $ 349 $ 3012 $ 3012 $ -0 $ -0 $ 120 $ 120 1334 47.9% 143 20.2% 1 0.2% Total Average Monthly ENERGY FEATURES Ceiling w/Attic: Vaulted Ceiling: Above Grade Walls: Foundation Walls (Cond): Found. Walls (Uncond): Doom: Windows: Frame Floors: Slab Floors: Infiltration: Infilt. Measure: Mechanical Ventilation: Interior Mass: Mech Equip List: Programmable Thermostat: Ducts: Duct Leakage: Lights/Appliances: Active Solar: Photovoltaics: Sunspace: Notes: $ 6971 $ $ 581 $ R-30 Blown, Attic U=0.034 R-30, Vaulted U-0.054 2x6@16 R-13 Batt U=0.076 R-13, Batt R=13.0 None Steel-polystyrene U=0.341 Dbl/LoE/Arg-VinyLA U=0.300 R-19 Batt U-0.063 R-5 Perimeter U=0.118 Htg: 0.55 Cig: 0.55 ACHnat B©wer door test None None Heating: Fuel-fired air distribution, 110.0 kBtuh, 92.0 AFUE. Cooling: Air conditioner, 54.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. Heat=Yes; Cool=Yes R-4.0 Conditioned space 100.00 CFM @ 25 Pascals Defaults None None No 5493 458 $ 1477 21.2% $ 123 21.2% R-20 Attic,5.5"lcy U=0.057 R-20,Vault 5.5"1cy0 U=0.051 2x6@16 Icy R-13 U=0.O74 R-13, Icynene, Full0 R=13.0 R-20, Icynene U 0.052 Htg: 0.10 Cig: 0.10 ACHnat Heating: Fuel-fired air distribution, 80.0 kBtuh, 92.0 AFUE. Cooling: Air conditioner, 54.0 kBtuh, 13.0 SEER. Water Heating: Conventional, Gas, 0.62 EF. Where feature level varies in home, the dominant value is shown. Only changed features are shown for Bldg 2. REM/Design - Residential Energy Analysis Software v12.4 This information does not constitute any warranty of energy cost or savings. © 1985-2007 Architectural Energy Corporation, Boulder, Colorado. EQUIPMENT SIZING SUMMARY Building Name: Icynene Building Date: Owner's Name: Lowry Residence Builder's Name: Property 5790 sq ft Weather Site: Address: Mattituck, NY 11952 File Name: May 16, 2008 icynene Inc. Riverhead, NY Acce nt_GW ebster_LowryR_5790_NY_lcy.blg HEATING Calculated Peak Load (kBtu/hr) Oversize Factor (%) Fiberglass Building 98.6 100.0 HEATING EQUIPMENT CAPACITY (kBtu/hr) Required 98.6 Specified 110.0 Icynene Building 76.0 100,0 76.0 80.0 COOLING Calculated Peak Load (kBtu/hr) 61.0 48.2 Sensible 48.5 44.1 Latent 12.5 4.0 Oversize Factor (%) 100.0 100.0 COOLING EQUIPMENT CAPACITY (kBtu/hr) Required Total Specified Total 61.0 54.0 48.2 54.0 Required Sensible 48.50 44.12 Specified Sensible 37.80 d 37.80 d Required Latent 12.47 Specified Latent 16.20 Excess Latent Capacity 3.73 f Notes: d The sensible cooling capacity specified in the building file is less than the required capacity. f Generally, about half of any excess latent cooling capacity will be available to meet sensible load. 4.05 16.20 12.15 f REM/Design - Residential Energy Analysis Software v12.4 This information does not constitute any warranty of energy cost or savings. © 1985-2007 Architectural Energy Corporation, Boulder, Colorado. PERFORMANCE SUMMARY Date: Building Name: Owner's Name: Property Address: Icynene Building Lowry Residence 5790 sq ft Mattituck, NY 11952 Builder's Name: Weather Site: File Name: May 16, 2008 Icynene inc. Riverhead, NY Accent_GWebsterLowryR5790_NY_lcy.blg Annual Load (MMBtu/yr) Heating Cooling Water Heating Annual Consumption (MMBtu/yr) Heating Cooling Water Heating Lights & Appliances Photovoltaics Total Annual Energy Cost ($/yr) Heating Cooling Water Heating Lights & Appliances Photovoltaics Service Charges Total Design Loads (kBtu/hr) Space Heating Space Coo~ing Utility Rates: Electricity: Gas: NY- E (0.1716) NY -G- 1 .(535) Fiberglass Building Icynene Building 167.1 87.0 52.1 40.9 21.1 21.0 181.6 94.6 14.1 11.2 22.8 22.7 59.9 59.9 -0.0 -0.0 278.4 188.5 DIFF %DIFF 80.1 47.9% 11.2 21.5% 0.1 0.2% 87.1 47.9% 2.9 20.2% 0.1 0.2% 90.0 32.3% $ 2782 $ 1448 $ 1334 47.9% $ 707 $ 564 $ 143 20.2% $ 350 $ 349 $ 1 0.2% $ 3012 $ 3012 $ $ -0 $ -0 $ $ 120 $ 120 $ $ 6971 $ 5493 $ 1477 21.2% 98.6 76.0 61.0 48.2 22.6 22.9% 12.8 21.0% REM/Design - Residential Energy Analysis Software v12.4 This information does not constitute any warranty o1 energy cost or sawngs. © 1985 2007 Architectural Energy Corporation, Boulder, Colorado. SPECO FIRESTOPPING 07 84 O0 g?/~/g~ ~ Grace Construction Products Construction Products 1. Product Name RameSafe® Rrestop Sealants FlameSafe® Rrestop Mortar FlameSafe® ~restop Coatings FlameSafe~ ~restop Bags FfameSafe~ Rrestop Putties RomeSafe® ~restop Devices/Sleeves/Wrap Strips 2. Manufacturer Grace Construction Products 62 Wblftemore Avenue Cambridge, MA 02140 (866) 333-3SBM (3726) Fax: (888) 531-5192 www.greaeconstrudion.com 3. Product Description BASIC USE COMPOSITION & MATB~ALS RameSafe FS 1900 This high performance, elastomeric and intu- mescent sealant is a highcsolids, water based compound engineered to provide exceptional adhesive and elastomeric properties for the demanding firestop requirements of pipe, cable, sprinkler penetrations and construction joints in environments su~ected to frequent expansion and contradion, FS ]900 is highly intumescent, expanding to fill the void created by the melting and burning of polyvinyl chlo- ride (PVC), chlorinated polyvinyl chloride (O~VC), cc-PVC, insulated pipe and plastic coated cables, FS 1900 does not contain so!- vents, As a result, it is not toxic and cannot damage plastic pipes or cable jackets. RameSafe FS 1900 is used to seal openings in fire-rated structures where burning plastic pipe, insulated pipe or coated cables may compro- mise the rated system. It also can be used in bus and heating, ventilation and air condition- ing (HVAC) ducts and through-penetrations with metallic pipes and mixed penetrants. RameSafe FS ~200+ This elastomeric, endothermic sealant is designed for use in applications that do not require an aggressive intumescent sealant. A cost-effective, water based sealant, the FS 900+ hardens and cures to form a flexible shield against the spread of fite and smoke, it con be used for various construdion/archi- tedurd jdnt configurations - floor to floor, floor fo wall, head of wall and wall to wall concrete applications, as well as for several penetration types, FS 900+ Sealant has been tested and approved by Underwriters Laboratories for rated systems up to 4 hours, in accordance with UL 2079 and UL 1479. It is available in bath caulkable and self-leveling consistendes, FS ~0+ replaces the FS ~00 series sealants. RameSafe FS 3000 This wafer based, elastomeric coating is designed for spray applications onto construc- tion joints and curtain wall assemblies, FS 3000 cures fo a flexible membrane seal that is suit- able for interior environments, The coating has been tested to dynamic conditions in accor- dance with ASTM E1399 relating to seismic, wind sway and thermal expansion and contraction environments, 1he ease of application provides an efficient way to firestop. FlameSafe FS 3000 has been tested and approved for use in cur- tain wall construction and fire resistive joint applications. Fac curtain wall applications, o minimum 4" (102 mm) depth of mineral wool (4 pcf (64 kg/m;) density) is compressed a mini- mum 25% into the joint cavity. The coating is spray applied at o minimum 1/8" (3,2 mm) thickness (wet) over the surface of the mineral wool and overlapping a minimum of 1/2" (12,7 mm) onto the floor and wall surface, FlameSafe Bags This unique firestop product allows easy access to cables and cable trays for Through- penetrations in fire-rated floors and walls. RameSafe Bags are patented bags consisting of tightly woven, durable, coated doth, filled with a combination of mineral fibers, incom- bustible components, intumescent agents and special fire refardant additives. Unlike plastic covered pillows, RameSete Bags are coated and sealed, effedively encasing the fill material to provide a Iow-dust envirom merit, This feature makes them particularly suitable for deanrooms, hospitals, schools and applications with sensitive data and commu- nications equipment. FlameSate Sags allow for unlimited reentry. Easy to install, these durable firestop bags function through a unique 3-phase reaction to intumesce and seal out fire, smoke and toxic gasses, RameSate Ftllow (FSHL) FSPIL features a 4 pcf (64 kg/m~) density mineral wool compressed between 2 intumes- cent sheets which are encased in a durable polyethylene liner, ~qis pillow has been tested by Underwriters Laboratories and approved for several concrete floor, gypsum wallboard and concrete block wall assemblies, it can also be used for a maximum 4" (102 mm) EMT conduit sleeve with data communications cables or up to 24" x 5" (610 x 127 mm) center spine aluminum cable tray containing coaxial power cables, fiber optic cables and telecommunication cables. Available in 1", 2" and 4" (25.4, 51 and 102 mm) thickness, and installed into the opening, the FSPIL is a cost- effective, dean solution for firestoppiPg small power cables and data/tdecommunications . cables which require retrofit. RameSafe FSP 1000 Pully this easy-to-install, nonhardeblng cost-effeo- five firestop is approved for power and data communication cables. It is intumescent, expanding to arrest the spread of smoke, fire and toxic gasses in fire-rated walls, ceilings and floors. FSP 1000 Putty allows for easy re- entry, making it especially well-suited for applications in which penetrants change fre- quently, Best known for its ease of application and retrofit, FSP 1000 does not require tads. Simply hand pack the puffy info the opening. In retrofit applications, remove the putty, make the necessary cable changes and repack the opening with the same puffy. FlameSafe Mortar Seal BameSafe Mortar Seal is the most cost-effec- tive endothermic firestop material available for pro~ects with many large openings, It is a lightweight, Iow density product that is mixed with water to produce the proper consistency for pouring, pumping or troweling into the cavity, Common plaster machines may be used to mix and pump into large openings, Mortar Seal is a paintable, portland cement based product that does not shrink and, when cured, ensures a smoke-tight seal, it has a zero flamespread rating and does not con- tain solvents, asbestos or silicones. FlameSate Intumescent Sleeve (FSIS) FSIS is a firestop seal for PVC, ce-PVC CPVC, fiber reinforced plastic ~, polypropylene (f)P) and acrylcoitrile-butadiene-styrene (ABS) pipe and rigid nonmetallic conduit installa- tions, Easily installed without modification, steel baits or fasteners, the FSLS is an ideal approach for firestopping combustible pipes penetrating the uneven contours of concrete fluted deck assemblies and also eliminates SPECO FIRESTOPPING 07 84 O0 Grace Construction Products the need for collars or wrap strips. The FlameSafe Intumescent Sleeve easily wraps around pipes and is manufactured from a durable 28 gauge galvanized steel outer shell that is lined with a highly intumescent, mal- leable material, it is secured with either fiber- glass tape, pop rivets or hose damps around the pipe. When used in conjundico with the FS 900+ or FS 1900 caulk, it produces an immedi- ate smoke seal, The FlameSofe Intumescent Sleeve will firestop both sides when installed from either side in concrete walls or floors. Easily installed and cast-etfective, the sleeve also can be used in applications that require retrofit. The F[ameSafe Intumescent Sleeve intumesces in 2 stages, starting at 250 degrees F (121 degrees C) and continuing through the duration of the burning process. FSIS is available in sizes that can cover 2" - 8" (51 - 203 mm), the RameSafe Intumescent Sleeve con be easily modified fo accommo- date unique or nonstandard pipe sizes, The sleeve is sold in single units for easy ordering, storage and handling. FlameSafe Intumescent Wrap Strip (FSWS) FSWS is a highly flexible, resilient strip designed to firestop combustible penetrants in fire- rated walls and floors. Highly intumescent, the FSWS rapidly forms a dense char to prevent the spread of fire, smoke and toxic gasses when exposed to temperatures in excess of 250 degrees F (121 degrees C). The FSWS cam tinues fo expand up to 1000 degrees F (538 degrees C). Available in 12' (3.7 m) rolls, the RameSafe Wrap Strip is easy to cut and fabri- cate. The FiameSate Intumescent Wrap Strip (FSWS) is used fo firestop combustible pene- fronts such as PVC, cc-PVC, CPVC, FRPP and ABS pipe as well as insulated pipe. It has been tested and approved for use in concrete floors or walls as well as wood joist and wood chase wall floor/ceiling assemblies, Some applications, where annular space is restrict- ed, may require the use of the FlameSofe Restraining Collar with the wTap strip. FlameSate Cable Protedion Bedricd cables can be a major source of fuel for potential fires in the industrial and utility environment, Fiastios make excellent jacketing materials for electrical cables because of fhdr flexibility, chemical resistance, insulation resis- tance and dieledric properties. While plastics can be formulated to be fire resistant, they cannot be totally fireproof, Cables in trays or mounted on cable racks are configured per- fedly for the propagation of fire. These cables provide a source of fuel and the perfect spac- lpg for the necessary flow of oxygen, Tests show that even cables qualified or rated for fire resistance will propagate fire with sufficient airflow. The addition of industrial or utility contaminants such as paper pulp dust or coal dust adds to the dangers by providing fuel that is readily ignitable by welding sparks or even spontaneous combustion, FlameSate Cable Protection Products and Systems ore designed to limit the propagation of fire on electrical condudors such as cables in trays, loose cable bundles and other cable installations. For over 25 years, major utilities and corporations have made FlameSafe Cable Protection Products the industry standard, FlameSafe Cable Protection Products have evolved and changed to meet the needs of the industry that they serve, Today, BameSate stands alone as having the most complete systems for pro- teding cable installations, RameSate Rrestop Produds and Systems protect cable installa- tions where they pass through fire-rated walls and floors. SIZES Product ppckoge size varies with type of prod- uct, See manufadurer's catalog or product data sheets. LIMITAI1ONS Installations ore design dependent and must comply w~th fire tested assembly ddails pub- lished by the agency which conducted the fire test, Failure to comply with tested system ddails can result in failure under extreme conditions of fire exposure, 4. Technical Data APPLICABLE STANDARDS ASI'M International · ASTM E84 (UL 723) Standard Test Method for Surface Burning Charaderistics of Building Materials · ASFM EgO Standard Test Method for Laboratow Measurement of /~rborne Sound Transmission Loss of Building Partitions and Bements . ASTM El19 (UL 263) Standard Test Methods for Fire Tests of Building Construction and Materials · ASTM E814 (UL 1479/CAN4-S115M) Standard Test Method for Rre Tests of fhrough-panetration Fire Stops · ^STM E1399 JUL 2079) Standard Test Method for Cydic Movement and Measuring the Minimum and Maximum Joint Widths of Architedurd Joint Systems · ASTM E1966 (UL 2079) Standard Test Method for Bre-Resistive Joint Systems · ASTM E2307 Standard Test Method for Determining Fire Resistance of Perimeter Fire Barrier Systems Using Intermediate-Scale, Multi- Story Test Apparatus Institute of Bectitcd and Bedronics Engineers (IEEE) - IEEE 383 Vertical Cable Tray Rome Test Method for Bectrical Applications Factory Mutual (FM) - Approval Guide Underwriters Laboratories, Inc. (UL) . Refer to Listing Card Numbers Rl1636 and R14260 · Refer to the UL Rte Resistance Directow for spe- dfic numbered systems Underwriters' Laboratories of Canada, Ltd, (ULC) - Refer to Certification Listing Wamock Hersey (Inter-ek] - Refer to Certifica- tion Usting OMEGA Point laboratories APPROVALS City of New York, New York, Department of Buildings MEA 83-89-M, Vol. VI ME,& 83-89-M, Vol. V MEA 179-96-M, Vol, II MEA 41~0-M, Vol, II MEA 47-98-M, Vol. II MEA 189-99-M, Vol, II MEA 447-04-M MEA 448-04-M MEA 398-04-M ICC Evaluation Services · ESR-1043 PACKAGING See Table 1, FIRE PERFORMANCE AND RATINGS Hundreds of assembly fire ratings are available and vary depending on the spedfic predud and tested assembly, Consuff manufacturer's produd manual, website or the fire resistance design manual published by the testing agency. 5. Installation PREPARATORY WORK Handle and store product according to Grace recommendations. A~I contact surfaces must be free of loose dirt, scale, oil or other foreign materials. SPEC= FIRESTOPPING 07 84 O0 G~ace Construction Products TABLE 1 PRODUCT DATA Catalog No, Description Standard package FS 900+ Bastomeric Sealant UNis Weight, lb (kg) (Red) Caulk 10 oz (0.32 L) tube 12 11 (5.0) (Red/G~ay) Foil Pack 20,2 oz (0.53 L) 12 21 (9.5) (Red/G~ay) Caulk 31 oz (0,95 L) tube 6 18 (82) (Red/gay) Caulkable/trowelable 5 gal (19 L) pail 1 57 (25.9) (Red) Self-leveling 5 gal (19 L) pail 1 57 (25.9) FS 19g0 IntumescentJBastomeric Sealant Caulk tg.3 oz (032 L) tube 12 11 (5.0) Foil Pack 20,2 oz (0.53 L) 12 21 (9.5) Caulk 31 oz (0.95 L) tube 6 18 (8.2) Trowelable 1 gal (3.8 L) pail 4 48 (21.8) Trowelable 5 gal (19 L) pail 1 53 (24.1) FS Silicone Sealant Caulkab~e 5 gal (19 L) pail 1 55 (25) Self-leveling 5 gal (19 L) pail 1 55 (25) FS 3000 Bastorneric Coding Spray CoaTing 5 gal (19 L) pail 1 55 (25) FSP 1000 intumescent ~ffy Non-Hardening (red) 36 in~ (590 crn~) 6 14 (6,4) Nor~Herdening (red) 25 lb (11.4 kg) pail 1 27 (12.3) FSP 10/7 Intumescent Putty Pads Non-Hardening Box Pads 7 1/4" x 7 1/4" (178 x 178 mm) 20 11 (5) Non-Hardening Box Pads 8 1/4" x 8 1/4" (206 x 20~ mm) 20 15 (6.8) Ramesefe Bags FSB ~0 1/2" x 7" x 13 1/2" (13 x 178 x 343 mm) 20 12 (5.5) FSB 75 3/4" x 7" x 13 1/2" (19 x 178 x 343 mm) 35 35 (15.9) FSB 150 1 1/2" x 7" x 13 1/2" (38 x 178 x 343 mm) 20 36 (16.3) RameSafe Fi/Iow~ FSP~L1 6" x 9" × 1" (152 × 228 x 25 mm) 20 5 (2.3) FSP~L2 6" x 9" x 2" (152 x 228 x 51 mm) 20 7(32) FSPIL4 6" × 9" x 4~' (152 x 228 x 102 mm) 20 12 (5.4) ~re-RaTed Mortar FS Mortar Seal 2~ lb [~3 kg) dry mix bag 1 23 (10.4) FS Mortar Seal 22 lb (10 kg) dry mix bag 6 gd (23 L) pail 1 26 (11.8) Sleeves FSIS 200 2" (51 mm) 1 1/2" (38 mm) OD 6 10 (4.5) FSIS 300 3~ (76 mm) 1 1/2~' (38 mm) OD 6 12.8 (5,8) FS}S 400 4" (102 mm) 1 1/2" (38 mm) OD 6 15,6 (7,1) FSIS 600 6" (102 mm) 1 1/2" (38 mm) OD I 5 (2.3) FSIS 800 8" (102 mm) 1 5/8" (41 mm) OD 1 6 (2,7) METHODS Installation procedures and materials used vary according to the produd, the size of the opeP- lng being protected and the type of penetrant, Sealant material may be installed using a stan- dard or powered caulk gun or troweled into place using a mason's trowel or puTh/ knife. Some materials are installed with spray equip- ment, in many cases, there are temperature range recommendations. Complete installation recommendations are available from the manufacturer, See product data sheets or consult with technical support staff. BUILDING CODES Current data on building code requirements and product compliance may be obtained from the manufacturer's technical support spedalists, installation must comply with the requirements of applicable local, state and national code jurisdictions. 6. Availability & Cost AVAILABILIT~ FtameSafe products are available through authorized distributors. Contact manufacturer for more information. COST Budget installed cost information may be obtained from a local distributor or through the manufacturer. 7. Warranty All statements, technical information and rec- ommendations contained in the product doc- umentation are based on tests believed to be reliable. However, since the conditions of use and applications are beyond the manufacturer's control, the manufadurer shall not be liable for any damage direat or consequential, resulting from the use of these mderials or designs, The manufacturer's only warranty shall be to replace any of its prod- ucts found to be defective, SPECO FIRESTOPPING 07 84 O0 ~ace Construdion Produds 8. Maintenance FtameSafe applications are maintenance- free; however, installations should be periodi- cally inspected for acddental damage and repaired using the material required by the original approved design, 9. Technical Services The manufacturer provides toll-free technical support for all its produds, Call Technical Service at (866) 333-3SBM ¢726) for assistance in produd seledion and for detailed spedfi- cations and approvals, Tne manufacturer pro- vides engineering analyses for unique firestopping applications, including system design drawings suitable for submittals. Material Safety Data Sheets (MSDS) are also available, 10. Filing Systems · Reed ~rst Source · MANU.SPEC'~ · Sweet's Catalog Files · Additional product information is available from the manufadurer upon request, TABLE 1 PRODUCT DATA CONT. Catalog No, Description Standard package FS Intumescent Wrap Strip Unris Weight, lb (kg) FS Wrap Strip 12 x 1" x 1/4" (3658 x 254 x 6.4 mm) 2 (0.9) FS Wrap Strip 12 x 1 1/2" x 1J4" (3658 x 38.1 × 6.4 mm) 2.4 (1.1) FS Restraining Collar 25' x 1" (7620 x 25,4 mm) 3,5 (1,6) FS Restraining Collar 25' x 1 1/2" (7620 x 38 mm) 4 (1,8) RameSafe PVC pipe Seal Devices FSD 400 PVC pipe seal 4" max, OD 4 20 (9,~) ¢15 mm max, OD of pipe) FSD 600 PVC pipe seal 6" max, OD 2 ~ (6,3) (180 mm max. OD of pipe) FSD 800 PVC pipe seal 8" max. OD 9 (4.1) (240 mm max. OD of pipe) RameSafe Wrap Strip Devices (Reassembled) FSWSD Pipe seal 1 1/2" max, 1" - 150~' (48 mm max. OD of pipe) FSWSD Pipe seal 2" max. 1" - 200" (63 mm max, OD of pipe) FSWSD Pipe seal 3" max. 1" - 300" (90 mm max, OD of pipe) FSWSD Pipe seal 4" max, 1" - 400" (115 mm max. OD of pipe) FSWSD Pipe seal 1 1/2" max. 1 1/2" - 150" (48 mm max. OD of pipe) FSWSD Pipe seal 2" max. 1 1/2" - 200" (63 mm max. OD of pipe) FSWSD Pipe seal 3" mo;<, 11/2" - 300" (90 mm max. OD of pipe) FSWSD Pipe seal 4" max, I 1/2" - 4O0" (115 mm max. OD of pipe) 035 (0,18) 0.4O (0,]8) 0.75 ¢.34) ]2 (0.54) 0.40 (0.~8) 0.50 (0,23) 0.~ ¢,4 ~) ~.40 (0,63) Reed Construction Data W. R. GRACE MATERIAL SAFETY DATA SHEET Product Name: FlameSafe~ 900+ Fimstop Sealant MSDS ID Number: Z-01589 MSDS Date: 11/05/2002 SECTION I - CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: MSDS Number: Cancelled MSDS Number: MSDS Date: Chemical Family Name: Product Use: Chemical Formula: CAS # (Chemical Abstracts Service Number): Manufactured by: WR. Grace & Co.-Conn. 62 Whittemore Avenue Cambridge, MA 02140 In Case of Emergency Call: in USA: (617) 876-1400 FlameSafe® FS 900+ Firestop Sealant 7-01589 Z-01572 08/05/2003 Polyvinyl Acetate & Acrylic Latex Based Emulsion Elastomeric Acrylic Firestop Mixture-NA Mixture-NA Grace Canada, Inc. 294 Clements Road West Ajax, Ontario L1S 3C6 In Canada: (905) 683-8561 SECTION 2 - COMPOSITION/INFORMATION ON INGREDIENTS In~lredient CAS# Percent (max) 2-Propenoic acid, polymer. 052640-81-0 25-50 Aluminum oxide 001344-28-1 10-25 Ethylene Glycol 000107-21-1 < 1 Methenamine 000100-97-0 < 1 Phenol, isopropylated, phosphate (3:1) 068937-41-7 1-10 Phenol-formaldehyde polymer 009003-35-4 1-10 Triphenyl phosphate 000115-86-6 1-10 Wollastonite (Ca(SiO3)) 013983-17-0 1-10 Zinc borate 001332-07-6 1-10 SECTION 3 - HAZARDS IDENTIFICATION Emergency Overview: Caution! Causes mild to moderate eye irritation. Causes respiratory tract irritation. May be harmful if ingested. Harmful if absorbed through skin. May cause mutagenic effects. May cause reproductive effects. May cause teratogenic effects. HMIS Ratin.q: Health: Flammability: Reactivity: Personal Protective Equipment: Potential Health Effects: 2~ 0 0 B (See Section 8) Inhalation: Causes respiratory tract irritation. Prolonged inhalation may cause sensitization. Effects include: Nausea, sneezing, coughing, tightness of chest and wheezing. Hypersensitive individuals may experience allergic respiratory reaction. Eye Contact: Eye contact causes mild to moderate irritation. Skin Contact: Acute skin contact is not expected to cause irritation. Page I of 6 W. R, GRACE MATERIAL SAFETY DATA SHEET Product Name: FlameSafe~ 900+ Firestop Sealant MSDS ID Number: Z-01589 MSDS Date: 11/05/2002 Hypersensitive individuals may develop an allergic reaction resulting in dermatitis, rash or hives. Skin Absorption: Harmful if absorbed through the skin. Ingestion: Harmful if ingested. Reproductive and developmental effects have been reported for certain ingredients. Long-term repeated ingestion of small amounts of product may cause a decrease in red blood cells or liver and kidney damage. Ethylene glycol has been shown to produce teratogenic and developmental toxic effects in laboratory animals. Phenol-formaldehyde polymer has tested positive as a mutagen. SECTION 4 - FIRST AID MEASURES: Skin Contact: Wash with soap and water. If discomfort or irritation persists, consult a physician. Remove contaminated clothing and wash before reuse. Eye Contact: Flush eyes with water for at least 15 minutes while holding eyelids open. Get immediate medical attention. Ingestion: Do not induce vomiting. Never give anything by mouth to an unconscious person. If discomfort or irritation persists, consult a physician. Inhalation: If symptoms develop, get fresh air. If symptoms persist, consult a physician. If breathing has stopped, give artificial respiration then oxygen if needed. SECTION 5 - FIRE AND EXPLOSION HAZARD DATA Flash Point: >200°F/93°C Flash Point Method: Estimated Lower Explosion Limit: Not Available Upper Explosion Limit: Not Available Auto-Ignition Temperature: Not Available NFPA Ratinq: Health: 1 Flammability: 0 Reactivity: 0 Extinguishing Media: Product will not support combustion. Use alcohol foam, Carbon dioxide, dry chemical or water to treat surrounding fire. Special Fire Fighting Procedures: Wear self-contained breathing apparatus and complete personal protective equipment when potential for exposure to vapors or products of combustion exist. Isolate area and keep unnecessary people away. Unusual Fire and Explosion Hazards: During fire, oxides of nitrogen may be evolved. SECTION 6 - ACCIDENTAL RELEASE MEASURES: Spills/Leaks: Use proper personal protective equipment. Do not flush to sewer or allow to enter waterways. Keep unnecessary people away. SECTION 7 - HANDLING AND STORAGE Precautionary Measures: Avoid contact with eyes, skin and clothing. Do not take internally. Practice good personal hygiene to avoid ingestion. Use only with adequate ventilation. Wash clothing before reuse. FOR PROFESSIONAL USE ONLY. KEEP OUT OF CHILDREN'S REACH. Page 2 of 6 W, R. GRACE MATERIAL SAFETY DATA SHEET Product Name: FlameSafe~ 900+ Firestop Sealant MSDS ID Number: Z-01589 MSDS Date: 11/05/2002 SECTION 8 - EXPOSURE CONTROLS AND PERSONAL PROTECTIVE EC~UIPMENT EXPOSURE GUIDELINES (US) Ingredient ACGIH TLV OSHA PEL Other TWA STEL Ceiling TWA STEL Ceilin~l 2-Propenoic acid, polymer.. Aluminum oxide 10 rog/m3 TWA (as Al) total dust: 10 (The value is for total mg/m3 TWA; dust containing no respirable asbestos and < fTaction: 5 rn,~/m 3 TWA Ammonia 25 ppm TWA 35 ppm 35 ppm STEL STEL; 27 rn!]/m 3 STEL Ethylene Glycol C 100 rng/m3 (aerosol) Phenol, isopropylated, phosphate (3:1) Phenol-formaldehyde polymer Tryhenyl phosphate 3 rog/m3 TWA 3 m~/m3 TWA Wollastonite (Ca(SiO3)) Zinc borate *Contains formaldehyde below 0.1% threshold. Product is capable of releasin formaldehyde under certain conditions. Exposure during typical application is expected to be insignificant. Exposure to formaldehyde vapor is a potential concern if product is applied under confined space conditions. Consult appropriate exposure guidelines for formaldehyde. (OSHA: 0.75 ppm-TWA, 2.0 ppm - STEL, ACGIH 0.3 ppm Ceiling) EXPOSURE GUIDELINES (CANADA) Employers should consult local Provincial regulatory limits for exposure guidelines which may vary locally. Engineerinq Controls: Not generally required. Personal Protective Equipment: Respiratory Protection: Respiratory protection is not normally required. A NIOSH approved respirator for Formaldehyde vapor is required whenever exposures exceed regulatory limits. For additional information, refer to US OSHA Regulations 29 CFR 1910.§ 134. Skin Protection: Impervious (PVC, latex or nitrile) gloves should be worn anytime direct contact is possible. Eye Protection: Safety glasses or goggles should be worn. Work/Hygienic Practices: Use good personal hygiene practices. Use good personal hygiene practices. Wash thoroughly after handling. Prevent direct skin contact. SECTION 9 - PHYSICAL AND CHEMICAL PROPERTIES Physical State: Appearance/Odor: Odor Threshold: (ppm) pH: Vapor Pressure: (Mm Hg) Vapor Density: (Air = 1) Solubility In Water: Specific Gravity: (Water= 1) Evaporation Rate: (Butyl Acetate = 1) Boiling Point: Viscosity: Solid Red mastic. Mild latex odor. Not Available Unknown Greater than 1 Appreciable Not Available 1 >212OF/100°C Unknown Page 3 of 6 W. R. GRACE MATERIAL SAFETY DATA SHEET Product Name: FlameSafe~ 900+ Firestop Sealant MSDS ID Number: Z-01589 MSDS Date: 11/05/2002 Bulk Density: (Pounds/Cubic Foot)(Pcf) Not Applicable % Volatiles (gr/L): (70°F) (21°C) 5.4 g/I SECTION 10 - STABILITY AND REACTIVITY Chemical Stability: Stable Conditions To Avoid: None known for this product. Hazardous Polymerization: Will not polymerize. Hazardous Decomposition Carbon dioxide, Carbon monoxide and Low molecular weight Products: hydrocarbons. SECTION 11 - TOXICOLOGICAL INFORMATION InRmdient(No data unless listed.) CAS Number LD50 and LCS0 Triphenyl phosphate 000115-86-6 Oral LDS0 Rat: 3500 mg/kg; Oral LD50 Mouse: 1320 mg/kg; Carcinoqenicity: Ingredient IARC IARC IARC NTP NTP OSHA Group 1 Group 2A Group 2B Known Suspect 2-Propenoic acid, polymer.. No No No No No No Aluminum oxide No NO No No No No Phenol, isopropylated, phosphate (3:1) No No No No No No Phenol-formaldehyde polymer No No No NO No No Triphenyl phosphate No No No No NO NO Woliastonite (Ca(Si031) No No No No No No Zinc borate No No No No No No *Contains formaldehyde below 0.1% threshold. Product is capable of releasing formaldehyde under certain conditions. Exposures during typical applications are expected to be insignificant. Exposure to formaldehyde vapor is a potential concern if product is applied under confined space conditions. NTP: Suspect Carcinogen. IARC: Group 2A. OSHA: Potential Mutagenicity: Phenol-formaldehyde polymer in this product has tested positive as a mutagen. Teratogenicity: Ethylene glycol contained in this product has been shown to produce teratogenic effects in laboratory animals. Reproductive Toxicity: Reproductive effects have been reported for Phenol-formaldehyde polymer. SECTION 12 - ECOLOGICAL INFORMATION Environmental Fate: Ecotoxicity: No data available for product. No data available for product. SECTION 13 - DISPOSAL CONSIDERATIONS Waste Disposal Consult all regulations (federal, state, provincial, local) or a qualified waste Procedures: disposal firm when characterizing waste for disposal. According to EPA (40 CFR § 261), waste of this product is not defined as hazardous. Dispose of waste in accordance with all applicable regulations. SECTION 14 - TRANSPORTATION INFORMATION Proper Shipping Name: Not Applicable UN/NA Number: Not Applicable Domestic Hazard Class: Nonhazardous Surface Freight Classification: Compound, Fireproofing or Retardants Label/Placard Required: Not Applicable Flame. SECTION 15 - REGULATORY INFORMATION REGULATORY CHEMICAL LISTS: CERCLA (Comprehensive Response Compensation and Liability Act): Page 4 of 6 W. R. GRACE MATERIAL SAFETY DATA SHEET Product Name: FlameSafe~ 900+ Firestop Sealant MSDS ID Number: Z-01589 MSDS Date: 11/05/2002 (None present unless listed below) Chemical Name CAS # Wt % CERCLA RQ Zinc borate 001332-07-6 4 final RQ = 1000 pounds (454 kg) SARA Title III (Superfund Amendments and Reauthorization Act) SARA Section 312/Tier I & II Hazard Categories: Health Immediate (acute) Yes Health Delayed (chronic) Yes Flammable No Reactive No Pressure No 302 Reportable In,qredients (Identification Threshold 1%.): .Chemical Name CAS # Wt % SARA 302 TPq 313 Reportable Inqredients (Chemicals present below reportinq thresho!d are exempt): Chemical Name CAS # Wt % Acetaldehyde 000075-07-0 .0023075 Acrylamide 000079~06-1 .0013845 Acrylonitrile 000107-13-1 .0004615 Aluminum oxide 001344-28-1 15.41 Ammonia 007664-41-7 .129 Chlorothalonil 001897-45-6 .0404 Ethyl acrylate 000140-88-5 .003692 Ethylene Glycol 000107-21-1 .15 Formaldehyde 000050-00-0 .02789005 Glycol ethers RR-00067-9 .002 Methyl alcohol 000067-56-1 .002 Zinc Compounds RR-00578-7 4.0 National Volatile Orqanic Compound Emission Standards For Architectural Coatinqs: Volatile Organic Content: (gr/L) 5.4 g/I WHMIS Classification(s): D2 B This product has been classified in accordance with the hazard criteria of the Controlled Products Regulations (CPR). This MSDS contains all the information required by the CPR. State Requlatory Information: California Proposition 65: WARNING! This product contains substances known to the state of California to cause cancer, birth defects or other reproductive harm. Massachusetts Hazardous Substance List(Identification threshold 0.00t%(tppm)): Chemical Name CAS # Wt % Acetaldehyde 000075-07-0 .0023075 Acrylamide 000079-06-1 .0013845 Acrylonitrile 000107-13-1 .0004615 Ammonia 007664-41-7 .129 Chlorothalonil 001897-45-6 .0404 Ethyl acrylate 000140-88-5 .003692 Formaldehyde 000050-00-0 .02789005 New Jersey Hazardous Substance List(identification threshold (0.1%)): Chemical Name CAS # Aluminum oxide 001344-28-1 Ammonia 007664-41-7 Wt % 15.41 .129 Page 5 of 6 W. R. GRACE MATERIAL SAFETY DATA SHEET Product Name: FlameSafe~ 900+ Firestop Sealant MSDS ID Number: Z-01589 MSDS Date: 11/05/2002 Ethylene Glycol 000107-21-1 .15 Pennsylvania Hazardous Substance List(Identification threshold 0.01%): Chemical Name CAS # Wt % Formaldehyde 000050-00-0 .02789005 CHEMICAL INVENTORY STATUS: All chemicals in this product are listed or exempt from listing in the following countries: s CANADA EUROPE AUSTRALIA JAPAN TSCA DSL NDSL EINECS/ELINCS AICS ENCS Not Yes Not Not Not Determined Determined Determined Determined KOREA PHILIPPINES ECL PICCS Not Not Determined Determined SECTION 16 - OTHER INFORMATION Non-Hazardous In,qredient Disclosure: Chemical Name Water CAS Number 007732-18-5 Prepared by: Approved by: Approved Date: EH&S Depadment EH&S Depadment 08/05/2003 Disclaimer: "The data included herein are presented in accordance with various environment, health and safety regulations. It is the responsibility of a recipient of the data to remain currently informed on chemical hazard information, to design and update its own program and to comply with all national, federal, state and local laws and regulations applicable to safety, occupational health, right-to-know and environmental protection." Page 6 of 6 www, graceconsfrucfion.com P R O D U C T I N F O R M A T I O N FlameSafe® FS 900+ Sealant Elastomeric firestop Benefits · Underwriters Laboratories classified · Factory Mutual approved · Firestop systems listed for through-penetration and joint systems · Listed in systems with up to 4 bout fire rating · Tested to UL 1479 (ASTM E814), UL 2079 (ASTM E1966 and E1399), UL 723 (ASTM E84) · Sound transmission tested in accordance with ASTM E90 · Water-based, easy to use and clean up · Excellent adhesion to a variety of substrates and penetrants · No solvents~ silicones or outgassing · Elastomeric · Paintable · Caulkable/trowelable or self-leveling grades Description FlameSafe® FS 900+ Sealant is cost-effective, water-based and cures to form a flexible shield against the spread of fire and smoke. It is available in two grades: caulkable/trowelable (CG) and self-leveling (SL). FS 900+ does not contain solvents and, as a result, is not toxic and will not damage plastic pipes or cable jackets. FlameSafe FS (200+ Sealant Physical Properties Color Red or gray Weight 10.75 lbs/gal (1.3 kg/L) Storage and installation temperatures 40°F to 90°F (4°C to 32°C) Flame spread (UL 723/ASTM E84) 0 Smoke developed (UL 723/ASTM E84) 0 FS 900+ can be used in various penetrations and construction/ architectural joint configurations. Examples of listed systems inclode metallic and non-metallic pipes, cable and HVAC penetrations, concrete floor-to- floor, floor-to-wall and wall-to- wall applications, as well as for concrete, CMU and gypsum head of wall applications requiring dynamic joint movement. FS 900+ is a versatile, yet economical solution for a wide range of through-penetration and joint construction conditions. GRAGE Construction Products Application Guide Penetrations Metallic X Non-metallic X Cables X Cable trays Insulated X Misc. electrical X HVAC X Mixed X Joints X Perimeter Barrier (Curtain Wall) Applicable Standards FlamcSafe FS 900+ is listed by Underwriters Laboratories Inc. and by Underwriters' Laboratories of Canada for i, 2, 3 and 4 hour rated systems, in accordance with ASTM E814 (UL 1479/CAN 4-2115M), "Fire Tests of Through-Penetration Firestops" and UL 2079, "Standard for Fire Tests of Joint Systems." FS 900+ is Factory Mutual approved and approved by' the City of New York (MEA 41-00-M, Vol. Il). A. Min. 4,5 in. (114 mm) lightweight or normal weight concrete floor capable of a 3 hr rating B. Min. 4.5 in. (114 mm) lightweight or normal weight concrete or concrete masonry wall capable of a 3 hr rating. Max. joint separation between the wall and floor to be 3.5 in. (89 mm) C. Min. 4 in. 002 mm) thickness of mineral wool 4 pcf (64 kg/ma) compressed a rain, 42% into the floor/wall joint D. FlameSafe FS 900+ Sealant applied a rain, 0,25 in. (6.4 mm) depth ~roweled or poured into the joint and finished flush with the floor surface Tested to UL 2079 with a cyclic movement of 500 cycles @ 10 cycles/minute, Max, 30% total movement (compression and extension) Concrete Floor to Wall Joint - 3 Hour (UL FW-D-1024) A, FlameSafe FS 900+ applied a min. 0.5 in. (13 mm) thick flush with the ileal Apply a 0.375 in, (9,5 mm) bead at the point of contact B. Min. @5 in, (114 mm) concrete floor or wall C, Optional mineral wool or poly- urethane backing (backer rod] D. Max. 24 in, (610 mm) dia. steel or cast iron pipe Max, 6 in, (152 mm) dia, copper pipe of @eel conduit, Max. 4 in. (102 mm) dla, EMT Metallic Pipe Through Concrete Floor or Wall - 3 Hour (UL C-A J-1235) *Refer to UL designs for full system description. Availability FlameSafe FS 900+ Sealant is available through authorized Grace Construction Products distributors in the following quantities: Description Part No. Volume Std. Pk. Caulk Tubes Caulk Tube 26864 19 in.3 12 10.3 oz (305 mL) (Red) (312 cm3) Caulk Tube** 26865 57577 57 in.3 6 31 oz (0.92 L) (Red) (Gray) (934 cm3) Sausage Pack 32274 57579 37 in.3 12 20.2 oz (0.62 L) (Red) (Gray) (606 cm3) Poly Pails Caulkable/Trowelable 26869 57578 1,155in.3 1 5 gal (19.0 L) (Red) (Gray) (18,942 cm3) Self-leveling 26867 1,155 in.~ 1 5 gal (19.0 L) (Red) (18,942 cm3) ** For use with powered caulk gttu only. Call Grace Construction Products for cool recommendation. Installation All contact surfaces must be free of loose dirt, scale, oil or other foreign material. Installation of material may vary according to the size of the opening being protected and the type of penetrant. Installation temperature should be between 40°F to 90°F (4°C to 32°C). Material may be installed using a standard caulk gun or troweled into place using a mason's trowel or putty knife. The self-leveling grade can be poured into the opening, then troweled to a smuoth finish. FlameSafe FS 900+ dries quickly and in such a way that it can be painted and finished like the surrounding wall or floor. Maintenance Applications using FlameSafe FS 900+ are maintenance free, however, installations should be inspected periodically for accidental damage and repaired as per the original approved design. Warranty A]I statements, technical information and recommendations contained herein are based on tests we believe to be reliable. However, since thc conditions of use and application are beyond our control, Grace Construction Products shall not be liable for any damage, direct or conse- quential, resulting from the use of this material or design. Grace Construction Products' only warranty shall be to replace any of its products found to be defective. Technical Support Grace Construction Products provides technical support for all of its products, including FlameSafe FS 900+ Sealant. Call toll free at 866-333-3SBM (3726) for assistance in product selection and for detailed specifications and approvals. We provide engineering analysis for unique firestopping applications, including system design drawings suitable for submittals. Material Safety Data Sheets are also available. More information is available on our web site at www. graceconstruction.com. Product Estimating Guide for Through-Penetrations (Volume in cubic inches assuming 0.5 inch required depth) PIPE 0.54 0.68 0.84 1.05 1.32 1.66 1.90 2.38 2.88 3.50 4.00 4.50 5.56 6.63 8.63 10.75 12.75 14.00 18.00 I 18 Size of Round Opening (Inches) 2O 80.1 56.5 29.8 C~US ~® FC1A For technical assistance call toll free at 866-333-3SBM (3726). W. R. Grace & Co.-Conn. 62 Whittcmorc Avenue Cambridge, MA 02140 FS-140D Printed in USA 8/06 FMLII2.SM Construction Products 05/19/2008 14:56 FAX 831 924 4584 ACCENT RARDWOOD FLOORING Building Code Data Ic}*nene® Product Information Sheet - Spray Formulation ~002 2006 Code ICC · NER- 420 -n(c 2003 & 2006 -IECC 2003 & 2006 -2004 Supplement to the International Codes Product A_pprovals * 1TS / Warnock Hersey * 0NNCE Technical Data · Density (A$~'M [, · Air Permeance (AST~ E · Yapof Pcrmean,:e (AS~'M E 96} · Thermal Perfo~uance · Ha,ne Spread · Smoke Develol:meat (^STM · Oxygen Index · Unrented Attic · Water ~'op~es Food Source for Mold ~T~ · Fo~aldehyde · PBDE o.~ lb/ft' 0.0049L/s-lu: @75 Pa for 5.25 * 10 penns or 565 ag/(Pa.s.m~) @ 5" thick R-3.6 hr.ft~°F/BTU peri,ch ** < 20 (Class A, same as fiberglass) < 400 (code requirement minimum is <450) 23 (will uot sustain a flame) Yes Hydrophobic (c~$ists water intrusiou) No No No Notes: The air pem~caace for [cynene is: 0~(K)4~ liters of air/second at 5.25 ~achcs Thc air pcrmem.~ce for a bait of fiberglass is: 37.0000 liter8 of air/second at 6.00 inches The effective air ban-ici created by Icynene® insulation significantly m~aimizes heat loss / gain and the ,:onvec0vc moisture flow caused by air leakage. Conditioned air stays inside the building. An effcctivc buildiz~g envelope: design must deal with conductive, convection and radiant heat transfer. The attached document illustrates how an ale barrier and insulation material such as Icynene'~ can effectively climinat,' convection heat transfer and contzol conductive heat transfer with reduced R-value. Thc result is reduced energy consumptioJa and c~perating costs for the stl'uct~¢:. ICYNENE® - Spray Formula PRODUC,T SPECIFICATION ICYNENE,, . 1. PRODUCT NAME [cynene" and The Icynene Insulation System* am registered trademarks for polyicynene insulation manufactured by Icynene Inc. Icynene® spray formula is a 1/2 lb density frae rise. open celled material. 2. MANUFACTURER [cynene® is made on site from liquid components manufactured by lcynene Inc. Installation and on-site manufacturing is supplied by independent [cynene Licensed Dealers. 3. PRODUCT DESCRIPTION Icynene® insulates and air seals at the same time. its performance is less installation sensitive than factory manufactured insulation materials. It is an effective "breathing" air barrier that can adjust with the building to maintain a seal against energy-robbing air leakage for the life of the building. Convective air movement inside cavities is virtually eliminated, providing mom uniform temperatures throughout the bin[ding. The result is superior quality construction, with higher comfort levels and lower heating and cooling costs. Energy savings vary depending on bullthng design, location, etc. [cynene® is applied by spraying liquid components onto an open wall, crawl space or ceiling surface. There they expand IOO: 1 in just seconds to provide a flexible foam blanket of millions of tiny air cells, filling building cavities and sealing crocks and crevices in the process. It adheres to virtually all surfaces, sealing out air infiltration. Excess material is easily trimmed off, leaving a surface ready for drywall or other finish. 4. TECHNICAL DATA (Based on Corn Samples) Thermal Performance Thermal resistance R/in. (RsI/25mm) ASTM C518: R3.6 hr ftz °F/BTU Rsl 0.62 mz °C/W Average insulation contribution in stud wall: 2" x 4" -R13 2" x 6" = R20 The ]cynene Insulation System® provides mom effective performance than the equivalent R-value of air permeable insulation materials. Icynene® is not subject to loss of R-value due to aging. windy conditions, settling, convection or air infiltration; nor is it likely to be affected by moisture related conditions. A FACT SHEET with R-value data is available upon request. Air Permeance/Air Barrier/Air Seal The Icynene Insulation System® fills any shaped cavity, and adheres to all materials. creating assemblies with very low air permeance. No additional interior or exterior air infiltration protection is necessary Air permeability of core foam: ASTM E283 data O.OO49 L/S m2 @75 Pa for 5.25" 0.0080 L/S m~ @75 Pa for 3.25" in all buildings, adequate mechanical ventilation/air supply should be provided for optimum IAQ (Indoor Air Quality). See ASHRAE Guidelines. Water Vapor Permeance Icynene® is water vapor permeable and allows structural moisture to diffuse and dissipate. It will not entrap moisture in materials to which it is applied. Water vapor transmission properties: ASTM E96 data 16 perms 941 ng/(Paos.m~) @ 3" q6mm) thick 10 perms 565 ng/(Pa-s.m~) @ 5" 027mm) thick Because of its low air permeance, Icynene® is not infiltrated by moisture- laden air. Computer modeling of moisture movement in walls using a program (MOIST) developed by Doug Burch of the National Institute of Standards and Technology (NIST) suggested that a 1.0 perm rating was not required when Icynene® insulation was used, except in climates as cold or colder than Madison, Wisconsin {7500 Heating degree days). This conclusion was in general agreement with other computer modeling of moisture movement in building envelopes performed in Canada, In those situations that warrant a vapor barrier, the use of low vapor permeaNe paint on the interior drywall is adequate. Water Absorption Properties lcynene® is hydrophobic and does not exhibit capillary properties. It does not wick and is water repellent. Water can be forced into the foam under pressure because it is open celled. Water will drain by gravity rather than travel horizontally or vertically through the foam. Upon drying, thermal performance is fully restored. Acoustical Properties Performance in a 2"x4" wood stud wall: STC Sound Transmission Class - 37 Hz. Freq. 125 250 500 1000 2000 4000 ASTM Ego 19 30 31 42 38 46 NRC Noise ReducBon Coefficient - 70 Hz. Freq. 125 250 500 lO00 2000 4000 ASTM C423 .11 .43 .89 .72 .71 .67 Actual performance is superior than reported test results because of Icynene®'s ability to control air leakage. Burn Characteristics lcynene® will be consumed by flame, but will not sustain flame upon removal of the flame source. It leaves a charcoal residue. It will not melt or drip. It should be applied in accordance with applicable building codes. U.S.A, Specifications Surface Burning Characteristics of Icynene® ASTM E84 Flame Spread <20 Smoke Development <400 Fuel Contribution O Oxygen Index ASTM D2863 23% N.'d State Fire gas toxicity LCso-12 CANADA Soecificat:iq~ns Corner Wall Test CAN4-S102 FSC3 Flame Spread 510-530 Smoke Development 95-150 Electrical Wiring Icynene® has been evaluated with both 14/3 and 12/2 residential wiring (max. 122°F/50°C). It is chemically compatible with all electrical wiring coverings. Note: For any insulation of knob and tube wiring, please reference local dectrica[ code. Corrosion [cynene* did not cause corrosion when evaluated in contact with steel under 85% relative humidity conditions. Bacterial or Fungal Growth and Food Value Independent testing conducted by Texas Tech University has confirmed that lcynene® is not a source of food for mo[d; and as an air barrier; lcynene® reduces the airborne introduction of moisture, food. and mold spores into the building envelope. It has no food value for insects or rodents. Environmental / Health / Safety lcynene® contains no formaldehyde or volatile organic compounds. It has been thoroughly evaluated for in-situ emissions by industry and government experts. VOC emmissions are below 1/1OO of the safe concentration level within hours following the application of [cynene®. A 24 HR waiting period is recommended for highly sensitive people prior to occupancy Not intended for exterior use. Not to be installed within 2" (50 mm) of heat emitting devices, where the temperature is in excess of 2OO°F(93°C). 5. INSTALLATIONS The Icynene Insulation System® is installed by a network of Licensed Dealers, trained in the installation of lcynene®. Installation is generally independent of environmental conditions. It can be installed in hot, humid or freezing conditions. Surface preparation is generally not necessary Within minutes, the foaming process is complete. 6. AVAILABILITY Check regional yellow pages or contact Icynene Inc. at 8OO-758-7325 or our website at wwwicynene.com 7. WARRANTY WHEN INSTALLED PROPERLY IN ACCORDANCE WITH INSTRUCTIONS, THE COMPANY WARRANTS THAT THE PROPERTIES OF THE PRODUCT MEET PRODUCT SPECIFICATIONS AS OUTLINED IN THIS PRODUCT SPECIFICATION SHEET 8. TECHNICAL Icynene Licensed Dealers and icynene Inc. provide support on both technical and regulatory issues. Architectural specifications in CSI 3-Part format are available upon request. 9. RELATED REFERENCES All physical properties were determined through testing by accredited third party agencies. Icynene Inc. reserves the right to change specifications in its effort to enhance quality features. Please confirm that technical data literature is current. 10. PACKAGING AND STORAGE Packaging 55 U.S. gallon open top steel drums Component 'A' - 550 lb. per dram Base Seal* - Polyisocyanate MDI Component 'B' - 500 lb. per dram Gold Seal® - Resin Storage Component A should be protected from freezing. Component B can be frozen but must be protected from overheating (120°F/49°C) and prolonged storage above 1OO°F/38°C. Component B separates during storage and should be mixed thoroughly prior to use. 11. INSTALLATION SPECIFICATIONS Refer to the Icynene Installer's Manual for expanded information. ICYNENE,,,. The Iqnene Insulofion System® Healthier, Quieter, More Energy Efficien~ l~lephone: 905,363.4040 Toll Free: 800,758,7325 Facsimile: 905.363.0q02 Website: www.icynene.com E-mail: inquiry@icynene.com 7/03/PSA LEGACY REPORT NER-420 Re-Issued May I, 2003 ICC Evaluation Service, Inc. www.icc-es.org Bua~na.M~glmal O~,~ · 5360 W~man Mil Rind, ~, Cal~mia 90601 · (562) 699~43 Reg~nal Oflk:e · ~0 M~tdai' R~d, Suits A, Ba~n~ghem, Nabama 35213 · (205} 5~9.g~0 Regional Olfk~e · 4~51 West Reesmo~' Road, CounW Club Hils, I~ 60478 · (708) 799-23~5 Legacy Report on the 2000 International Building Code~ with 2002 Accumulative Supplement, the 2000 International Residential Code~ for One- and Two. Family Dwellings with 2002 Accumulative Supplement, the BOCA® National Building Code/1999, the 1999 Standard Building Code~, the 1997 Uniform Building CodsTM, and the International One and Two Family Dwelling Code~ 1998. ICYNENE INC. 5805 WHITTLE ROAD, SUITE 110 MISSISSAUGA, ONTARIO, CANADA L4Z 2J1 800.758.7325 www.lcynene.com Division 07-Thermal and Moisture Protection Section 07210 - Building Insulation 1.0 SUBJECT The Icynene Insulation System® 2.0 PROPERTY FOR WHICH EVALUATION IS SOUGHT 2.1 2.2 2.3 2.4 Surface Burning Characteristics Thermal Resistance Fire Resistance Rated Wall Assemblies, see Section 4.4 Attic and Crawl Space Installation, see Section 4.3 3.0 DESCRIPTION 3.1 General The Icynene Insulation Systen~) is a Iow-density, plastic foam that has an open-cell structure. The material is a two component system, spray-in-place vapor permeable product used to insulate the building envelope and air- seal areas such as plumbing and wiring penetrations, rim joists areas, window frames, overhangs, porch and garage ceilings and exterior walls. Upon completion of expansion, the open cells contain only air. The chemical reaction that occurs while Icynene Insulation System® is being applied takes place in seconds, with less than five minute curing time needed. After curing, the air-seal remains flexible. 3.2 Surface Burning Chara~eHstlcs When tested in accordance with ASTM E 84, The Icynene Insulation System® has been shown to have a flame-spread index (FSI) of less than 25 and a smoke- development index (SDI) of less than 450, when installed at a maximum thickness of 5.5 inches (140 mm) and a nominal density of 0.5 pcf +/- 10% (8 kg/m3). 3.3 Thermal Resistance The Icynene Insulation System® has a thermal resistance of 5.7 °F.ft2.hr/Btu when tested at a thickness of 1.6 inches (41 mm) in accordance with ASTM C 518 at a mean test temperature of 75 °F (24 4.0 INSTALLATION 4.1 General The Icynene Inc. The Icynene insulation System® Installers Manual, Copyright~ 2000 and this report shall be strictly adhered to and a copy of these instructions and this evaluation report shall be available at all times on the job site during installation. The instructions within this report govern if there are any conflicts between the manufacturer's instructions and this repod. 4.2 Application 4.2.1 General: The Icynene Insulation System® is applied using spray equipment specified bythe manufacturer at the construction site on vertical and horizontal substrates, and the underside of horizontal surfaces to fill gaps and cracks in building materials to create an air seal and to provide an insulating barrier. The Icynane Insulation System® shall not be used in areas which have a maximum service Copyright © 2003 Page 2 of 4 temperature greater than 180° F (82° C). The foam shall not be used In electrical outlet or junction boxes or in contact with rain or water. The Icynene Insulation System® shall be protected from the weather after application, 4.2.2 Maximum Thickneea: The Icynene Insulation System® shall not have a thickness exceeding 5.5 inches (140 mm) and shall have a nominal density of 0.5 pcf +/- 10% (8 kg/m3). A nominal thickness of 6 inches (152 mm) is permitted [n attics and crawl spaces described in section 4.3 below. 4.2.3 Licensed Dealers: The Icynene Insulation System® shall only be installed by licensed dealers. Licensed Dealers have been previously certified by Icynene Inc. to install the Icynene Insulation System®. The installer shall provide the building official with a fetter noting the installation was in accordance with the manufacturer's instruction and this evaluation report along with the date, address of installer, company's name, installer's name and certification number. 4.3 Thermal Barrier The Icynene Insulation System® shall be separated from the interior of the building by an approved thermal barrier of 0.5 inch (12.7 mm) gypsum wallboard or equivalent 15 minute thermal barrier complying with the applicable Code, except within an attic or crawl space see section 4.3.1 through 4.3.5 below: 4.3.1 Assembly No. 1, Attica and Crawl Spaces: The Icynene Insulation System® installed within attics or crawl spaces on the underside of the top of the space is permitted to be installed exposed in an attic or crawl space without a thermal barrier or ignition barrier under the following conditions: 4.3.1.1 4.3.1.2 4.3.1.3 4.3,1.4 4.3.1.5 Entry to the attic or cra,vi space is limited to service of utilities; There are no interconnected basement or attic areas; Air in the attic or crawl space is not circulated to other parts of the building; Ventilation of the attic or crawl space is provided in accordance with the applicable Code. The insulation shall be limited to a maximum nominal thickness of 6 inches (152 mm) and is installed on the underside of the top of the space, roof deck and ceiling joists and floor deck and floor joists and shall not be installed on vertical surfaces. 4,3.2 Assembly No. 2, Attics and Crawl Spaces: The Icynene Insulation System® installed within attics or crawl spaces on the underside of the top space and on vertical wall surfaces and the insulation is covered with FireFree 88 4.3.2.1 4.3.2,2 4.3.2.3 4.3.2.4 4.3.2.5 4.3.3 4.3.3.1 4.3.3.2 4.3.3.3 4.3.3.4 4.3.3.5 4.3.4 4.3.4.1 4.3.4.2 4.3.4.3 4.3.4.4 4.3.4,5 NER-420 is permitted to be installed exposed in an attic or crawl space without a thermal barrier or ignition barrier under the following conditions: Entry to the attic or crawl space is limited to service of utilities; There are no interconnected basement or attic areas; Air in the attic or crawl space is not circulated to other parts of the building; Ventilation of the attic or crawl space is provided in accordance with the applicable Code. The insulation shall be limited to a maximum nominal thickness of 6 inches (152 mm) and is installed on the underside of the top space and on vertical wall surfaces and the insulation is covered with FireFree 88 at an application rate of 1 gallon per 100 ft2. Assembly No, 3, Attics and Crawl Spaces: The Icynene Insulation System® is permitted to be installed within attics or crawl spaces, on the underside of the top of the space and on vertical wall surfaces with the insulation on the walls protected by an ignition barrier (see 4.3.5 below) and the insulation of the top space not covered, under the following conditions; Entry to the attic or crawl space is limited to service of utilities; There are no interconnected basement or attic areas; Air in the attic or crawl space is not circulated to other parts of the building; Ventilation of the attic or crawl space is provided in accordance with the applicable Cede. The insulation shall be limited to a maximum nominal thickness of 6 inches (152 mm). Assembly No. 4, Attics and Crawl Spaces: The Icynene Insulation System® is permitted to be installed within attics or crawl spaces, on vertical wall surfaces with the insulation on the walls protected by Fire Free 88, and the top of the space is net insulated, under the following conditions: Entry to the attic or crawl space is limited to service of utilities; There are no interconnected basement or attic areas; Air in the attic or crawl space is not circulated to other parts of the building; Ventilation of the attic or crawl space is provided in accordance with the applicable Code. The insulation shall be limited to a maximum nominal thickness of 6 inches (152 mm) and is covered with FireFree 88 at an application rate of 1 gallon per 100 ft2. Page 3 of 4 4.3.5 Assembly No. 6, Attics and Crawl Spaces: The Icynene Insulation System® installed within attics or crawl space where entry is made only for service of utilities an ignition barrier consisting of either a 1.5-inch-thick (38 mm) mineral fiber insulation, 0.25-inch-thick (6.4 mm) wood structural panel, particle board or hardboard, 0.375-inch-thick (9.5 mm) gypsum wallboard, corrosion-resistant steel having a base metal thickness of 0.016-inch (0.4 mm) or other approved material is installed in a manner that the foam plastic insulation is not exposed. The protection covering shall be consistent with the requirements for the type of construction required by the applicable Code. 4.4 Fire-Resistance Rated Wall Assemblies 4.4.1 One Hour Fire Resistance Rated Load Bearing Wood Stud Wall Assembly: Minimum 2x4 No. 2 Southern Pine (G = 0.55) spaced 16 inches (406.4 mm) on center with a base layer of % inch (12.7 mm) Wood fiber sound board on each face attached with 6d Box nails, 2 inches (50.8 mm) long spaced 24 inches (609.6 mm) o.c. along studs, second layer of 5/8 inch (15.88 mm) Type X Gypsum Wallboard on each face attached with 8d Box nails, 2-1/2 inches (63.5 mm) long spaced 7 inches (177.8 mm) o.c. along studs. The stud cavity is filled with 2 inches (50.8 mm) nominal thickness of Icynene Insulation. Allowable load of 1,805 pounds (8122.5 N) per stud, 78% design. 4.4.2 One Hour Fire Resistance Rated Load Bearing Wood Stud Wall Assembly: Minimum 2x4 No. 2 Southern Pine (G = 0.55) spaced 16 inches (406.4 mm) on center with two layer of % inch (12.7 mm) Type X Gypsum Wallboard on each face attached with 8d Box nails, 2-1/2 inches (63.5 mm) long spaced 7 inches (177.8 mm) o.c. along studs for face layer and 6d Cement Coated Box Nails, 2 inches 950.8 mm) long spaced 24 inches (609.6 mm) o.c. along studs, base layer. The stud cavity is filled with 2 inches (50.8 mm) nominal thickness of Icynene Insulation. Allowable load of 1,805 pounds (8122.5 N) per stud, 78% design. 4.4.3 One Hour Fire Resistance Rated Floor/Ceiling Assembly: Minimum 2x10 No.2 Douglas Fire wood joists spaced 24 inches (609.6 mm) on center, Bridging minimum lx3 Spruce. Floor decking is minimum ½ inch (12.7 mm) thick exterior grade plywood installed perpendicular to joists and fastened with 2 inch ring shank nails 6 inches (152.4 mm) at the joints and 12 inches (304.8 mm) on center at the intermediate joists. Plywood joints shall occur over Joists. Icynene Insulation is applied to the underside of the plywood deck and to sides of joists to a depth of 5 inches NER-420 (127 mm). Two layers of minimum 5/8 inch thick type FSW gypsum wallboard is attached perpendicular to the joists on the ceiling side of the assembly. The first layer is attached with 1-1/4 inch (31.75 mm) Type W dnjwall screws, spaced 24 inches (609.6 mm) on center. The second layer is applied perpendicular to the joists, offset 24 inches (609.6 mm) from the base layer. The second layer is attached with 2 inch (50.8 mm) Type S drywall screws spaced 12 inches (304.8 mm) on center. Additional fasteners are installed along the butt joints of the second layer, securing the two layers together. The fasteners are 1-1/2 inch (38.1 mm) Type G drywall screws and were placed 2 inches (50.8 mm) back from each end of the butt joint and spaced 121nches (304.8 mm) on center. The wallboard joints on the exposed side were treated with paper tape embedded in joint compound and topped with an added coat of compound. The fastener heads were coated with joint compound. 5.0 IDENTIFICATION All packages and containers of The Icynene Insulation Systern~ covered by this report shall be labeled with the manufacturer's name/and or trademark, address, the product name, the flames-spread index, the smoke- development index, the shelf life expiration date, the label of the quality control agency, Intartek Testing Services, NER-QA219 and this National Evaluation Service evaluation report number, NER-420. 6.0 EVIDENCE SUBMITTED 6.1 Manufacturer's descriptive literature, specifications, and installation instructions. 6.1.1 Icynene Inc. The Icynene Insulation System® Installer Manual, Copyright~ 2000. 6.1.2 Product Specification Icynene - Pour Formula, 11/2/PSB. 6.1.3 Product Specification Icynene Spray Formula, 11/2/PSA. 6.2 Test reports on surface burning characteristics under ASTM E 84, Wamock Hersey Professional Service Ltd., Report No. 7171, File NO. 03329-50296-C7-717700, July t 988, signed by Bob Davison, C.E.T Letter report on 5-1/2 inch thickness, February 21, 1989, signed by Bob Davison, C.E.T. 6.3 Test report on the Icynene Insulation Systern~ for SwRI Procedure 99-02, Crawl Space Exposure Evaluation, Omega Point Laboratories, Inc., Project Nos. 16600-111778, -111779,-111780,111781,-111861,-111862, August 1,2002, signed by Majid Mehrafza and William E. Fitch, P.E. 6.4 Engineering evaluation, Assessment of SwRI Procedure 99-02 Test Results, Koffel Page 4 of 4 Associates, Inc., KAl 02190-004, August 16, 2002, signed by Eric N, Mayt, P.E. and William E. Koffel, P.E, 6.5 Test report on Icynene Insulation System for determination of thermal insulating characteristics under ASTM D 518, National Research Council of Canada, Report No. CR 5506-6, February 22, 1998. 6.6 Test reports on fire resistance rated wall assemblies under ASTM E 119, Inchcape Testing Services NA, Inc., signed by R. Joseph Pearson and R. Davison: 6.6.1 One hour wall, wood studs 2x4 at 16 inches o.c. with 1 layer of % inch sound board on each side and 1 layer of 5/8 inch Type X gypsum wallboard on each side, Report No. 295-1358-96-01, November 11 & 12, 1996. 6.6.2 One hour wall, wood studs 2x4 at 16 inches o.c. with 2 layers of % inch Type X gypsum wallboard on each side, Report No. 295-1358- 96-02, November 21 1996. 6.7 Quality Assurance Program, Intartek Testing Services, March 05/01. 6.8 Test report on fire resistance rated floor/ceiling assembly under ASTM E 119, NGC Testing Services, Assignment K-743, Test NO. FC- 559, December 17, 2001, signed by Richard A. Costolnick and Robert J. Menchetti. 7.0 CONDITIONS OF USE The ICC-ES Subcommittee for National Evaluation Service finds that The Icynene Insulation System® as described in this report complies with or is a suitable alternate to that specified in the 2000 International Building Code~ with 2002 Accumulative Supplement, the 2000 International Residential Code~ for One- and Two-Family Dwellings with 2002 Accumulative Supplement, the BOCA® National Building Code/1999, the 1999 Standard Building Code~, the 1997 Uniform Building CodeTM, and the International One and Two Family Dwelling Code 1998 subject to the following conditions: 7.1 This Evaluation Report and the installation instructions, when required by the code official, shall be submitted at the time of permit application. 7.2 The Icynene Insulation System® shall be installed in accordance with the manufacturer's published installation instructions, this evaluation report and the applicable Code. 7,3 7.4 7.5 7.6 7,7 7.8 7.9 7.10 7.11 NER~20 The Icynene Insulation System® shall be separated from the interior of the building by an approved 15 minute thermal barrier see section 4.3 of this report. Exception: The Icynene Insulation System® installed in attics and crawl spaces may be exposed when installed in accordance with Section 4.3 above. The Icynene Insulation System® shall not exceed the thickness and density noted in section 4.2.2 of this roport, The Icynene Insulation System® shall not be deemed to add to the structural strength of any wall assembly or used as a nailing base. The Icynene Insulation System® has not been evaluated for use as a firestopping matedal or through-penetration system. Fire Resistance Rated Wall and Floor/Ceiling Assemblies are listed in Section 4.4 of this report. The Icynene Insulation System® is roquired to be protected from the weather after application, The Icynene Insulation System® shall be applied by contractors certified in accordance with section 4.2.3 of this report. The Icynene Insulation System® shall not be installed on the extedor of foundation walls or below floor slabs on ground. In jurisdictions that have adopted the Standard Building Code, the International One and Two Family Dwelling Code and the Intamational Residential Code when the Icynene Insulation System® is installed in buildings of wood construction the insulation shall not be installed on the extedor of foundation walls or below floor slabs on ground or In contact with the ground. The Icynene Insulation Systam® shall have a clearance above grade and exposed earth of 6 inches (152 mm) or greater. The Icynene Insulation System® has not been evaluated for use with exterior wails of buildings of noncombustible construction under 2603.5 International Building Code, 2603.6 Standard Building Code, 2603.6 BOCA National Building Code and 2602.5.2.2 Uniform Building Code. This report is subject to periodic re-examination. For information on the current status of this report, consult the ICC-ES website. Mr. Damon Rallis Building Permits Examiner Southold Town Hall 53095 Main Rd. P.O. Box 1179 Southold, NY 11971-1179 343 East 18 LLC Andrew Lowry 441 Hawthorne Place Ridgewood, NJ 07450 201-670-9472 Cell 201-960-7306 August 18, 2007 Dear Mr. Rallis: Re: 115 East Side Ave. Mattituck - Bilco Doors I am writing to confirm our discussion at the Building Department yesterday. You told me that Bilco doors are exempt from setback restrictions. That means that they can intrude into the setback area. Based on this information I am pouring the foundation of the home I am building to accommodate a Bilco door. If there is any question regarding this regulation please call me immediately as I am pouring the foundations early next week. Thanks for your time. Sincerely, Andrew Lowry PETER B. COOPER & ASSOCIATES Arc hiic c t s & La ndsc alc)¢ A r c hi t c c t s PETEll B. COOPER, May 19, 2008. Mr. Michael J. Verity, Building Inspector, Code Enforcement Building Department Town of Southold P.O. Box 11179 Southold, New York, N.Y. 11971-0959 Dear Mr. Verity: I am writing with regard to the Lowry Residence located at 115 East Side Avenue, Mattituck, N.Y. The purpose of this letter is to certify that I have reviewed and approved the calculations provided by Icynene Insulation System. The calculations provided by Icynene indicate that the insulation with the provided heating and air conditioning system surpasses the energy code requirement by 15.1%. I am personally familiar with the Isynene Insulation system, having installed it in my own house. This system meets the 2006 ICC Residential Code requirements and is endorsed by the Us Green Building Council and is certified by the Envirodesic Certification Program. LEED credits are provided by using this system. Attached are specifications to proper installation and application of the Icynene insulation system. Should any additional supporting materials be required, please do not hesitate to contact me. Regards, -20 FRANKLIN [URNPIKE. MAtIWAII, N.J. 07430 P}t 201-512 1146 FAX 201-512-9203 ...'..gUP-,VE'r' OF: PART OF: LOT 2 IH'AP OF= OLD MILL HAVEN C,O. FILED OCTOBER 2, Iq25 FILE No. 51TUATE.' 1'4A"rTITUC, K TOINN: ~UTHOLD 5~)FFOLK GOt)NTh', N'r' 5URYE'r'ED AMENDED 12-10-2004 SEPTIC AD[EEC 02-0q-2005, !NETLAND RE¥1SION PP--OPO~ED ACTIONS 0,~-12-2005, 0 12-:~0-2005, I-:~-2008, 01-11-200(2 1CT C,O',/ERA~E 02-15-2008, 02-10- .~:~FF:OLK COt. JNT'¢ TAX ~ IO00-q,::t-~-Iq SUFFOL'K COUNTY DEPARTMENT OF HEALTH SERVtCE$ PERMI~ FO~ APPROVAL OF CONSTRUCTION FOR A TOTAL~UM BEDROOMS ¢.i~ ~ ~PIRES THREE NOTES: · MONUMENT FOUND PROPC~ED HOUSE AND 2 PORCHES 2,~q~, EXISTIN® C, OTTA~E 800 S.F=. TOTAL LOT C..OVEF~A®E ~,,4q~ 5.F OR ~C, DHS REI=. # RIO - 05 - 0201 EXISTIN® CONTOUR - - 14 -- -- PROPOSEP C, ONTOUR ........ ~ ......... DEEP REFERENC, E LIBER 6562 PA®E Oq ELEVATIONS SHOP, IN REFERENCE N®VD Iq2q FISH FLOOD ZONE~ R. EFERENCE MAP D,f;'IO~COI4~, ® DATED MAT' 4, Iqqg, AREA TO TIE LINE IN DEED = 1~',~24 S.F. or' 0.41 ACRE AREA INOLUDIN~ IRP, E®ULAR CURVE5 : 21,2-/q 5.F. or 0.4q ACRE INELL AND SEPTIC LOC, ATION5 PER OINNER AND FIELD OB~ERVATION~ ®RAPHIC, SC, ALE I"= ~0' "$odth ® APPROVED IN ACCORDANCE WITH, BOAR~ OF REVIEW DETERMIN,~T)ON DATED ~z/j. /j(- ~, . ~'~ ® SEPTIC, DESI®N HOUSE COTTAGE GROUNOHATER EL-2 ~ SANITARY/HATES SUPPLY NOTES: 1. WATER SUPPLY LINE SHALL BE WATERPROOF SLEEVED FOR A DISTANCE OF EO PEET ON EACH SIOE OF THE CROSSINS POINT. THE SUPPLY LINE SHALL ALSO BE SET AT ELEVATION J2.S P~OVIOINS A MINIMUM VERTICAL SEPERATION OF t8" FROM tHE SANITARY LINE AT THE CROSSING POINT. 2. HATER LINE dOINTS SHALL SE AT LEAST TEN PEET FROM THE POINT N E JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver\pros\04\04-278.pro f::~RV15'r' OF PART OF: LOT 2 MAP OF OLD MILL HAVEN d,O. ~=IL,~:200TOBER 2, 1~125 FILE No. SITUATE: HATTITUOK tOl~N.- ~IJ2 5UFt=OLK C~IT~, NY 5t)RvE'r'Eo AHENI~tEO 12-10-2004 SEPTIC, APPEl2 O2-Oq-2OO5, O4-15-2OO5 ~ETLAND REVISION 06-2~-2005 PROP~O AGTION5 06-12-2005, O~1-1~1-2OO5 12-~0-2005, I-~-2006, 01-11-2006 LOT C, OVL~Cv]5 02-15-2006, 02-10-200-/ FOUNDATION LOC, ATION 0~-05-200-/ FINAL .~V~ Ol-12-20d;~l .~UFFOL< C,d~N'FI' TAX # IOOO~l~l-~-Iq 50FFOLK G~N~ ~. ~ ~TH ~V1~55 ~F, ~ ~lO - ~ - 0201 NOTE-5: · HONUH~NT [::~.'r'I,N~LLS IN~TALLE~ A~ ~' ~IA~R B~ ~' DEEP ~EP ~F~NGE LIB~ 6562 PA~ O~ FIRH FL~D ZOO5 ~5~N~E HAP ~IOD~I4D A~A TO TIE LI~ IN DEED = 1~,724 5.F. or O.41 A~A INGL~IN~ IR~LAR ~S = 212~ 5.F. ~F~,APHIC, 5CALF: I"= ~,O' N UO% '~ Lot I JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserverkl~OS~4\04-278C.pro SURVEY OF= PART OF LOT 2 MAP OF OLD MILL HAVEN CO. FILED OCTOBER 2, ICl25 FILE No. SITUATE: MA'FI'ITt)OK TOINN, 5OUTHOLD E~It=F:OLK COUNT'K, N'r' 5~RVE'r'ED Oq-2~t-2OO4 Ai'4ENDED 12-10-2OO4 5EPTIO ADDED O2-O~-2OO5, O4-15- ~TLA~ ~VISION ~OP~D A~TION5 12-~0-2005, I-~-2OO~, O1-11-2OO~ LOT ~E FOUNDATION LOCATION 0~-05-200~. ~FFOLK IO00-qq-~-I~ 005 1¢1-2OO5 007 NOTE~: · MONUI"IENT FOUND '"'~C, DH5 REF. # RIO - 0..5 - 0201 DEED REFEt~.ENC. E LIEDER ,e,5~,2 PA®E Oq ELEVATIONS, 5HOY, IN I:~.EFERENC, E N~VD Iq2q DATUM FIRH FLOOD ZONE5 P. EFEP-.ENC. E HAP E,610~-~014~ ® DATED h4AT 4, IClq~ AREA TO TIE LINE IN DEED = I-/,-/24 5.F. or O.41 AOP-.E Af~EA INC. LUDIN6 IRI~.E6ULAR CURVE5: 212-/q 5.F. o¢ O.4q ACP. E PIELL AND 5EPTIO LOCATION~ PER OPINER AND FIELD OB~EP. VATION¢ GRAPHIC 5GALE I"= ~O' I $ouf:.h N W E S JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC, NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver~pros\04\04-278C,pro .E:,t.)l~VE'r" OF: PART OF: LOT 2. HAP OF: OLD HILL HAVEN CO. FILED OCTOBER 2, Iq25 FILE No. SITUATE: PIATTITUC, K TOI,'~I: SObrl'HOLg SUFFOLK C, OIJN'I"'r', NY .SUP, VE'dED O~-2q-2OO4 AI"llENDED 12-10-2004 E~EPTIC ADI:;;'ED 02-0q-200.5, O4-1D-2OO5 I, NETLAN.D REVISION 06-2D-2005 PROPOSED ACTION5 06-12-2005, Oq-lq-2OO5 12-DO-2OO5, I-~-2006, O1-11-2OO6 LOT OOVERA6E 02-15-2006, O2-10-2OO-/ FOUNDATION LOOATION 0~-05-200-f FINAL .Gt.~VE'T' O1-12-2OOq, O~-O4-2OOq SUFFOLK E, OUN"I'~ TAX IO00-qq-B-Iq .SUFFOLK COUNTY' DEPT. OF HEALTH 5Et~.MIOE5 RHF. # RIO - 05 - 0201 TO: - NOTED: · MONUI"~NT FOUND I::;~.¥P, IELL5 INDTALLED AI;~E 8' DIAH~R BY ~' PEEP DEED ~FE~NOE LIBER 8532 PA~ oq FIRH FLOOD ZONE5 ~FE~NOE NAP ~61050014~ G DA~O HAY 4, Iqq8 A~A TO TIE LI~ IN ~EE~ = 1~,~24 5.F. on 0.41 AC~ A~A INCLUDIN~ IR~LA~ 0~5 = 21~q 5.F. o¢ 0.4q AC~ ®P-.APHIC DC, ALI= I"= DO' JOH~:)C. EHLERS LAND SURVEYOR · 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 j ~AD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\\Compaqserver~pros\04\04-278C.pro 10'-6" I'--4."1'-7"1'-4't 6'-2" ',% (~ 6' X 6" P,T, \VddP PdST 15'-8" 10'-6" 6'-6" ~ . 2'xlo'ol6'b,c ,. {2i 2' XIO' ~6 IvJlL PdLY'~Ik ¢l',J 4' flu_ ~¥/2'x 2'-¢ PE~I mqP'I~.t, UL / ~7/~'TJI~ ~'~' ,/I 4L5'; ]2'-4 6'_9u 20'-4" 'PET,~Lb dNA. lO 20! ¢" 14 ["2, r 1 22'-6" -1 r.~ II 7J8" TJI ~SO O l6" ¢¢ " ~ PR-~VIPE ~v~l I' 6sUmp PUI,4P. 'VJf. D(ACT L~TI~N I 5'.-(:," 20'-¢' ~'-0~ 10'-0" 77'-6'; 24'-0" I A EM:,ENT/FCUNpAT,ICN PLAN .flCALE. I/d" '~ ro" PROPOSED RESIDENCE FOR: MR. &MRS. LOWRY . tl~ EAST SIDE AVE SOUTHOLD, MATTITUCK NY BASEMENT / FOUNDATION PLAN JOB NO.: SCALE: 05 17 PETER B COOPER ~ASSOCIATES GENERAL'SPECIFICATIONS 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOV~ING CODES: UN,GEM CONSTRUCTION CODE OF NEW YORK, CURRENT THROUGH MAY 17, 20C4. INTERNATIONAL BUILDING CODE (IBC),20D0 NEW YORK EDITION INTERNATIONAL RESIDENTIAL CODE (IRC), 2000 NEW YORK EDITION INTERNATIONAL ENERGY CONSERVATION CODE 0ECC), 2000 EDITION NEC, 2002 EDITION, NATIONAL PLUMBING CODE, 2003 EDITION ALL LOCAL ORDANANCES, CODES, GOVERNMENTS AND AUTItOPd 111~S HAVING JURISDICTION 2. SITE ENGINEERING, WHERE KEQHIKED BY LOCAL BUILDING DEPARTMENT OR TOWN ENGINEER, BY OTHERS. 3. DO NOT SCALE DRAWINGS. 4. ALL DEviEIqSIONS SHOWN AS +~ ARE EXISTING DIMENSIONS AND/OR ARE BASED ON E~[STING ELEMENTS AND ARE APPKOX]MATE AND MUST BE VERIFIEO IN THE FIELD BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY AND ALL DISCREPANCIES PRIOR TO THE COMMENCEMENT OF WORK FOR CLARIFICATION AND/OR CORRECTIVE ACTION. PROCEDURE NOTES 1. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, COORDINATION, TOOLS, SUPERVISION, TRANSPORTATION EQUIPMENT, METHODS, SEQUENCES, PKOCEDURES, AND INSURANCE NECESSARY TO COMPLETE THE WOKIC THE CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR (1) YEAR FOLLOWING FINAL. CER'I'~tCATE OF OCCUPANCY AND REPAIR OR REPLACE ALL DETECTIVE WORK OR MATERIALS DURING THAT TERM WITHOUT FURTHER COMPENSATION. THE ARCHITECT HAS NO RESPONSIBILITY OR RELATIONSHIPS TO CONSTRUCTION OR WORKMANSHIP GUARANTEES. 2. THE CONTRACTOR SHALL VISIT THE SITE, FAMILIARlZR HIMSELF WITH ALL EXISTING AND LOCAL CONDITIONS AND CORP~LATE HIS OBSEKVATIONS WITH THE REQUIREMENTS OF THE PLANS AND SPECU~'tCATIONS. THE CONTRACTOR SHALL CAREFULLY STUDY THE DRAWINGS AND SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE FRO~ECT SITE PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE SAME. THE CONTRACTOR SHALL NO 1'1~ ¥ THE ARCHITECT IMMEDIATELY OF ANY AND ALL DISCREPANCIES, ERRORS, OMISSIONS PRIOR TO CONSTRUCTION FOR CERtifICATION AND/OK CHANGE AS REQUIItED. 3. THE GENERAL CONTRACTOR SHALL SUBMIT ALL REQUIRED PEKM1TS, ARRANGE FOR INSPECTIONS AND SECURE THE CERTIFICATE OF OCCUPANCY PRIOR TO FINAL PAYMENT. 4. THE CONTRACTOR AND ANY SUBCONTRACTORS DOING WORK UNDER THIS CONTRACT SHALL CARRY LIABILITY & PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS OF ANY KIND AND PROVIDE OWNER WlTH CERI'ItqCATES OF INSDRANCE. S. UNLESS OTHERWISE PKOVIDED IN THE DRAWINGS OR SPECIFICATIONS, ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S CURRENT INSTALLATION METHODS AND DETAILS AND SHALL INCLUDE ALL MATERIALS REQUIRED FOR COMPLETE INSTALLATION VvTIETHER SHOWN ON THE DRAWINGS OR SPECIFICATIONS OR NOT. NO "EXTRAS" WILL BE ALLOWED FOR SUCH MATERIALS. S. DURING CONSTRUCTION, THE CONTRACTOR IS TO PROVIDE ALL SHORING AND BRACING REQUIRED TO SUPPORT LOADS BEFORE AND SUPPORT MEMBERS ARE REMOVED. 7. PROVIDE ALL CUTTING AND PATCHING KEQLIIKED TO COMPLETE THE WORK. CUTTING CONDITIONS TO REMAIN. PATCIHNG OF EXISTING FLOORS, WALLS, AND CEILINGS WltERE KEQUIEED SHALL BE SMOOTH AND UNIPORM WITH EXISTING FINISHES. NEW FINISHED FLOOR AND SUB FLOOR COMBINATION MUST ALIGN WITH THE ELEVATION OF THE EXISTING ADJACENT FLOOR. 8. THE CONTRACTOR SHALL PROTECT EXISTING TEATDKES, DRIVEWAYS, LAWNS, LANDSCAPING AND INTERIOR CONDITIONS FROM UNNECESSARY DAMAGE. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL REPAIR OK RESTORE SUCH DAMAGE TO THE APPROVAL OF THE OWNER AT NO ADDITIONAL CHAKGE. 9. PREMISES SHALL BE KEPT BROOM CLEAN AT EACH DAY END, AND LEFT THOKOUGHEY CLEANED AND WASHED UPON COMPLETION. 10. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL DEBRIS, EQUIPMENT, TOOLS AND MATERIALS RESULTING FROM WORK. 11. THESE DRAWINGS ARE NOT INTENDED TO BE MACHINE ASSEMBLY OK SHOP DRAWINGS THAT DESCRIBE EVERY DETAIL, PROCEDURE AND MATERIAL OF CONSTRUCTION. ANY DIMENSIONS AND LOCATIONS INDICATED ON THE DRAVg[NGS 8HALL BE CONSIDERED REASONABLY CORRECT, BUT MAY BE SUB1ECT TO MODIFICATION NECESSARy OR DESIRABLE DURING CONSTRUCTION TO MEET UNFORESEEN OR OTHER CONDITIONS. 12. THE ARCHITECT DOES NOT HAVE CONSTRUCTION ADMINISTRATIVE RESPONSIBILITY UNLESS OTHERWISE AGREED IN A SEPARATE CONTRACT. THE ARCHI'I~CT IS NOT LIABLE FOR ANY DEVIATION FROM THESE DOCUMENT MADE WITHOUT HIS AUTHORIZATION. THE ARCHITECT IS NOT RESPONSIBLE FOR "iVIEANS AND METHODS" NOR IS NE RESPONSIBLE OR LIABLE FOR CLAIMS, LOSSES, SHITS OR LEGAL ACTIONS ARISING FROM PERFORMANCE OF WORK. 13. THE ARCHI rECT AS SLWIES NO RESPONSIBILITY FOR DAMP OR WET BASEMENTS OK CRAWL SPACES. 14. ALL WALLS APE DIMENSIONED TO NOMINAL THICKNESS. MBASUREM~NTS TAKEN TO STUD FACE TO STUD FACE FOR FRAMING DIMENSIONS. DO NOT SCALE DRAWINGS. USE MARKED OR COMPUTED DIMENSIONS. S1TEWORK 1. STRIP TOPSOIL FROM THE A!~EA OF CONSTRUCTION AND PILE FOR LATER USE IN ARF~B DIRECTED BY THE OWNER. REMOVE TREES, SHRUBS, AND GRASS AS REQUIRED FOR NEW CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER. OWNER SHALL COORDINATE THE REMOVAL / RELOCATION OF EXISTING PLANTINGS AS REQUIRED. 2. CONTRACTOR SHALL NOTIFY AND VERIFY WITH OWNER ALL TREES TO BE REMOVED PRIOR TO BEGINNING OF EXCAVATION. 3. GRADE AREAS AWAY FROM HOUSE IN OP, J~ER TO PROVIDE POSI'I1VE DRAINAGE. 4. GRADE AP~AS TO PREVENT DRAINAGE OF WATER ONTO ADJACENT PROPERTIES. fi. FOOTING DRAINS: PROVIDE FOOTING DRAIN OF 6" DIAMETER PEKFOHATED PVC WHERE NOTED OR REQDIRED. DRAINS SHALL BE LAID WITH 'A" JOINTS PROTECTED AT TOP WITH BUILDING pAPER, LAY DRAINS IN A MINIMUM 2" LEVELING BED OF %" CRUSHED STONE OR LIGHTWEIGHT AGGREGATE PITCHED 1/16" PER FOOT MINIMUM, CONNECTED TO TIGHT JOINT PI}E LEADING TO DRY WELL, SEWER OR OTHER OUTLET. COVER DRAINS WITH A IVENIMUM 8" GRAVEL OF ~" CRUSIIED STONE. TOP GRAVEL WITH A LAYER OF WATER FILTRATION MEMBRANE. CONCRETE 1. ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST REQUIKEMBNTS OF ACI 318. 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI., AT 28 DAYS UNLESS OTHERWISE NOTED. 3. CONCRETE IN THICKNESSES 8" OR LESS INCLUDING BUT NOT LIMITED TO FLOOR SLABS, WALKS, PATIOS, PADS, LANDINGS, ETC., SHALL HAVE A COMPRESSIVE STRENGTH OF 3,500 PSI AT 28 DAYS. 4. NO ADD MIXFlJRES ALLOWED WITHOUT ARCHITECTS APPROVAL. 5. REINFORCED MATERIALS; DEFORMED REINFORCING BARS CONFORMING TO ASTM A 615 GRADE 60. 6. WELDED WIRE FABRIC; 6 X 6 W 1A X 1.4 WWF AND PLACED 1" FROM THE TOP OF THE SLAB. 7. CONCRETE FINISHES: PROVIDE SMOOTH FINISH FOR ALL EXPOSED CONCRETE SURFACES THAT ARE TO RECEIVE COATING OR COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE. PATCH DETECTIVE ARFAS WITH CEMENT GROUT AND RUB SMOOTH. 8. CONCRETE SLABS SHALL HAVE A SMOOTH STEEL TOWEL FINISH WITH NO COURSE AGGREGATE OR TOWEL MARKS SHOWING. PLACE 'A" BY FULL DEPTH OF SLAB, WATERPROOF EXPANSION STRIPS AROUND PERIMETER OF SLABS AGAINST WALLS. FINISH SLABS SHALL BE UNIFORM IN TEXTURE AND APPEARANCE. EXPOSED CONCRETE WALLS SHALL HAVE A SMOOTH RUBBED FINISH UNIFORM IN TEXTLrR]3 AND APPEARANCE AND FREE OF FORM SEAMS MARKS. SNAP TIE HOLES SHALL BE FILLED WITH COLOR MATCHED GROUT AND RUBBED SMOOTH. 9. FOOTINGS AT DIFFERENT LEVELS SHALL BE STEPPED ON A SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. (245" MINIMUM). 10. ALL CONCRETE SLABS WITHIN THE BUILDING SHALL BE PLACED ON A MINIMUM 4" LAYER OF POROUS FILL AND VAPOK BARRIER. 11. ALL FOOTINGS sHALL REST ON VIRGIN UNDESTDKBED SOIL HAVEqG A MINIMUM BEARING CAPACIT~ OF 2,500 PSF AT A MINIMUM OF 8' - 6' BELOW GRADE. CARPENTRY 1. ALL FRAMING MEMBERS SHALL BE GOOD GRADE CONSTRUCTION LUMBER HAVING A MIN. BENDING STRESS OF 850 PSI, DOUGLAS FIR OR EQUAL. 2. DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING pARALLEL WITH FLOOR SPANS AND AROUND ALL FLOOR OPENINGS. DOUBLE R~FTERS AND CEILING JOISTS AROUND ALL SKYLIGHTS. TRIPLE ALL JOISTS BELOW BEARING PARtlrIONS. DOUBLE JOISTS UNDER BATHROOM AREAS. 8. WliERE JOIST AND BEAMS FROM FLUSH, PROVIDE TECO OR EQUAL METAL HANGERS AND CONNECTORS FOR 8UPPORT. 4. PROVIDE CROSS BRIDGING OR SOLID BLOCKING AT TItE CENTER SPAN OF 8' - 0" O.C. MAXIMUM, USE SOLID BLOCKING AT ENDS. R.EFEK TO MANUFACTURES SPECS FOR ENGINEERED LUMBER. 5. ALL FRAME AND MASONRY WALLS SItALL BE ADEQUATELY BRACED AND SHORED DURING CONSTRUCTION UNTIL FULLY AND PROPERLY TIED BACK AND SECURED. 6. KEEP WOOD FRAMING A MIN. OF 2" AWAY FROM FLUES, CHIMNEYS, AND FIREPLACES. 7. ALL HEADERS ABOVE WINDOWS SHALL BE A MINIMUM OF (2) 2" X 12"S UNLESS OTHERWISE INDICATED IN pLAN. 8. ANY WOOD FRAMING MEMBER ACTING AS A SLEEPER OR SILL SET ON CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. ALL WOOD WtUCH IS W1TIRN 6" TO GRADE OR EXPOSED TO WEATItEK CoNDmONS AS PER IBC SECTION R319, SHALL BE PRESSURE TREATED. FRAMIN~ - BASEMENT/COLDIvlNS 9. ANCHORAGE: ANCHOR BOLTS SRALL HAVE A IvflNIMUM DIAMETER OF ½" AND BE EMBEDDED IN FOUNDATION A MINIMUM DEPTIt OF 8" FOR POURED CONCRETE FOUNDATION WALLS AND 16" FOR GROUTED CONCRETE (SEE IBC). SPACING: BOLTS IN STIL~PS SHALL BE A MINIMUM OF TWO (2) PER PLATE, SPACED 12'.FROM EACH END PLATE AND A MAXIMUM OF 6' ON CENTER FOR 2-STORY BUILDINGS AND 4' ON CENTER FOR 1-STORY BUILDINGS. STRAPS: SHALL CONFORM TO ASTMA 153/30 GAUGE MTL/CLASS B.2 AND INSTALLED AS PEK IvIANUFACTUREK'S SPECS. 10. SILL PLATES: AT FOUNDATION SHALL BE (2) 2 X 6, pRESSURE TREATED WOOD AS DEFINED IN IBC. 11. LAPS - END JOINTS SHALL HAVE OVER LAPPING COIvlERS AND SHALL HAVE OFFSETS AT OVERLAPS OF IvIAX1MUM 48" (AS PER IBC). OTI-IBR REQUIREMENTS FOR PLATES INCLUDING TRI~ATMENT OVER OPENINGS AT BEARING POINT TO CONFORM TO IBC. 12. SILL SEALER: APPROVED TERMITE SHIELD OK BITUMINOUS SILL SEALER SHALL BE PROVIDED AT ALL FOUNDATION AS PEK IRC. 13. BEAM POCKETS, BEARING POINTS- BEAMS, GIRDERS OR OTHER LOADS SUPPORTED BY A COLUMN SItALL HAVE A BEARING OF AT LEAST 3" IN LENGTH MBASURED PARALLEL TO THE BEAM UPON SOLID MASONRY NOT LESS TITAN 4" IN THICIGNESS OK UPON A METAL BEARING PLATE OF ADEQUATE DESIGN AND DIMENSIONS AS PER IRC. 14. IDISTBEARING: MINIMUM 1-1/2" 15. COLUMNS: STEEL COLLrMNS SHALL BE TRANSFERRED DIRECTLY TO MASONRY WITH WELDED BOTTOM BEARING PLATES MINIMUM OF 3-1/2" X 3 W' BY ½" THICK WITH (2) W' DIAMETER ANCHOR BOLTS 12" DEEP. STEEL COLUMNS SHALL HAVE TOP BEARING PLATES MINIMUM OF 3 ½" X 3 W' X 'A" THICK. STEEL COLUMNS SHALL BE GALVANIZED OR SHALL HAVE A SHOP COAT OF RUST INttiE1TIVE PAINT. FLOOR/DECK FRAMINGIENGINEERED LUMBER 16. ALL GIRDERS AND BEAMS TO BE SIZED AND LOCATED AS PER PLAN WITH BLOCKING AT BEARING POINTS AS NOTED. WHERE NOT NOTED, PROVIDE (2) 2X4'S MINIMUM. 17. ALL COMPOSITE OR MULTIPLE MEMBER BEAMS & GIRDERS TO BE SPIKED WITH 10D NAILS ~ MIN. OF 12" O.C IN TWO ROWS, TOP AND BOTTOM. 18. ALL FLUSH GIRDERS TO BE HUNG WITH APPROVED HEAVY-DUTY SIMPSON STRONG TIES CONNECTORS- HUSTF, HLrrF OR EQUAL. INSTALL AS PER MANUFACTDKER SPECS W/16D X 2-1/2" NAILS. 19. SIMPSON HURRICANE TIBS SHALL BE PROVIDED AT ALL RAFTRRS TO PLATE CONNECTIONS. 20. FOR ALL DECK FRAMING, PROVIDE GALVANIZED SlMPSON" STRONG-liE" AT FLUSH CONNECTIONS - LU28, U210, LUS28 OR SIZED AS REQUIRE, OR EQUAL. INSTALL AS PER MANUFACTURER SPECS. PROVIDE MINIMUM 1 OD GALVANIZED NAILS AS PER MANUFACTLTRER TABLE. 21. DECK POST BASES TO PROVIDE SIMPSON CONNECTOR - CBSQ OR AB< ABA< OR ABE OK EQUAL, WITH 3" M1NIMUM SIDE COVER AS PEK SPECS. PROVIDE (2) 5/8' MIN. GALVANIZED BOLTS AS PER SPECS. 22. DECKING T~ BE PRE~SURE TREATED 5~4 X 6" DECKING ~PACED (~ MIN~MUM ~F ~8" C~NTINU~US~ FASTENED'w£H:t (2) 2~/2" STAINLESS STEEL SCREWS (~ 2 PER JOIST, COUNTERSINK. 23. PROVIDE ALUMINUM FLAStUNG AT LEDGER CONNECTIONS AS FER DECK DETAIL, BETWEEN LEDGER AND HOUSE RIM. 24. ALL DECK MATERIAL SHALL BE NATURALLY DURABLE OR PRESERVATIVE TREATED. 25. CONCRETE FOOTINGS SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 8,0000 PSI AT 28 DAYS AND SHALL BE PLACED AT A MINIMUM DEPTH OF 3'-6" BELOW GRADE ~ DECK LOCATION. ENGINEERED LUMBER 2E. ENGINERRED LUMBER SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANDFACTUKER'S RECCOMMENDATION AND REQLrlIIEMENTS 27. CONTRACTOR SHALL FURNISH AND INSTALL ENGINEERED LLTMBER AS PER THE MANUFACTUI~R SPECIFII~D ON THE CONSTRUCTION DRAWINGS AND SHALL BE SIZED AND LOCATED AS PER PLAN. SUBSTrrUTION OF ENGINEERED LUMBER SHALL NOT BE PERMITTED DNLESS APPROVED IN WRITING BY THE ARCtUTECT. 28. ALL ENGINEERED LUMBER SHALL BE INSTALLED AS PEK MANUFACTURER SPECIFICATIONS AS PEK GEORGIA PACIFIC OR TRUST JOIST. 29. FLOOR JOIST RIMS SHALL BE PROVIDED AS PER"FIBERSTRAND RIM BOARD" OR EQUAL. 30. DECK LEDGER TO BE INSTALLED WrrH APA RIM AND 2.4 GALV. OR STEEL WASHERS PEK SPACERS ~ FLASIBNG AS PER MANUFACTURER SPECS. 31. ENGINEERED LUMBER CONNECTION TO BE PROVIDED AS PER SIMPSON STRONGTIE, ITT SERIES FOR TOP MOUNT AND IC1T FOR FACT COUNT SIZED AND NAILED AS PER MANUFACTURER TABLE. 32. NO pENETRATIONS THROUGH MICROLAM BEAMS (LVL) WITHOUT ARCHITECT'S APPROVAL. 33. pENETRATION THROUGH W~B PERMITTED AS PEK CHART WITH DIAMETERS AS SPECIFIED. 34. BEARING ON WOOD COLUMNS FOR LVL MEMEERS TO FROVIDE VERTICAL PLATE CONNECTOR AS PER SIMPSON. 35. ENGINEERED LIJIviBER CANTILEVERS TO PROVIDE FHIERSTRAND RIM BOARD BLOCKING BO~rI SIDES 2' OUT AND 2' INSIDE BEARING WALL AND AS OTHERWISE SPEc~mD BY IVIANUFAC~ SPECS. 36. FIRE RATING FOR ENGINEERED LUMBER TO PROVIDE 25 GAUGE STEEL HAT CHANNELS AT FLOOR LOCATIONS WltERE ONE-HOUR ASSEMBLY IS REQUIRED FOR THE W 1 SERIES JOIST, AND AS PER MANUFACTURER SPECIFICATIONS OR WEB 37. SQUASH BLOCKS SHALL BE PROVIDED AT CONCENTRATED LOADS FOR CPI AND TJ1 JOISTS 38. BRIDGING REQUIRED ATLATERAL SPACE OF 8'-0". 39. NAILING OF SHEATHING TO Cpi $OISTS TO TOP FLANGES SHALL BE SPACED MINIMUM OF 4" TO 24" MAXIMLrM USING SD, 10D, 12D COMMON NAILS. IF MORE T'ItAN (1)ROW IS PROVIDED, OFFSET AT LEAST aA' AND STAGGER. 40. FOR ENGINEERED LUMBER CONNECTIONS 14 GAUGE STAPLES MAY BE SUBSTITUTED FOR 8D NAILS, MUST PENETRATE 1 ". 41. END BEARING LENGTHS IviENIWQM 1-3/4", INTERMEDIATE BEARING LENGTHS MINIMUM 3'-2" FOR ENGINEERED LUMBER. 42. BLOCKING TO BE FROVIDE]D AGAINST ROTATION AT ALL BEARING POINTS AND CANtilEVERS, 43. FLOOR SHF~TItlNG SHALL ~2OMPLY WITH STRUCTLrRAL PANEL REQUIE~EMENTS OF IRC SECTION R503' 44. NA1L SIZE AND SPACING SEIALL BE PROVIDED IRC SECTION K602.3 FOR SHEATItiNG. FLOOR SHEATHING SHALL BE GLUED AND SCREWED WITH 2-I/2~ SCRI{WS. 45. FLOOR SHEATHING EDGES ISHALL HAVE APPROVED TONGUE AND GROOVE JOINTS OR SUPPORTED BY STOCRING INSTALLED (IRC SECTION 1{508) 46. NOTCHING AND CUTTING OF FLOOR JOISTS SHALL NOT BE CLOSEK THAN 2" FROM TOP OR BOTTOM. (IRC SECT1ON R502.8) 47. NOTCHING OF FLOOR MEMIEERS SItALL BE LIMITED ON ENGINEERED LUMBER AS PER MANUFACTDBERS SPECS SUCH THAT THE INSIDE EDGE OF SUFFORTIN{G BEAM ADJACENT TO BEARING MEMBER SHALL BE UNCUT. WALL FRAMING 48. POSTS AND STUDS IN LOAD) BEARING WALLS AND PARTITIONS SHALL HAVE NOT LESS TI-IAN 3 STUDS AT CORNERS AT EACH CORNER. 49. DOUBLE TOP PLATE REQIB1RED ON ALL LOAD BEARING WALLS AND BOTTOM PLATE IvIIN1MUM 2" NOMINAL THIcg2qEss OR EQUAL TO WIDTH OF STUD. 50. ENDS OF WOOD BEAMS THaT REST ON GIRDERS SHALL BEAR MINIMUM OF 4" AND SUPPORTED WITH METAL HINGES, STIRRUPS. 51. MINIMIJM SUPPORT OF GIB-DERS ON CONCRETE IS 8" 52. ALL STUDS SHALL BE NOIVI]INAL 3" OK WIDER AND FRAMING SItALL BE NAILED AS PER IBC FOR PLATES. 5S. OVERLAP SEAMS SHALL BI~ A MINIMUM 48" FOR TOP PLATES. S4. LOAD BEARING WALLS SHALL BE SIZED AND SPACED AS PER PLAN. 55; FIRE BLOCK/NC SHALL BE ]PROVIDED TO ELIMINATE GAPS IN FRAMING BETWEEN FLOORS AND HORIZONTAL OFENINGS. 56. CUTTING OR NOTCHING OF I~EAMS AND HEADERS IS PROItlB1T~D. 57. CUTTING OR NOTCHING OF J~OISTS, RAFTERS, STI3DS SHALL BE LIMt'rED TO THE ALLOWANCES OUTLINED 1N SECTION 2803 OF THE IBC. }IVAC 1. MECHANICAL SYSTEMS SHALL BE DESIGNED, AND INSTALLED IN STRICT CONFORMANCE VvTrH SECTION N1103 AND CHAPTEK 13 OF THE INTERNATIONAL RESIDENTIAL CODE AND SHALL MEET THE MINIMUM EFFICmNCY REQUIREMENTS OF THE INTERNATIONAL ENERGY CONSERVATION CODE. 2. HEATING AND COOLING SYSTEMS SHALL BE DESIGNED, AND INSTALLED IN STRICT CONFORMANCE VvTrH CHAPTER 14 OF THE INTEBNATIONAL RESIDENTIAL CODE. 3. EXHAUST SYSTEMS SHALL BE DESIGNED, AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 15 OF THE INTERNATIONAL HESIDENTIAL CODE. 4. DUCT SYSTEMS SHALL BE DESIGNED, AND INSTALLED IN STRICT CONEOKMANCE ~grrH CHAPTER 16 OF THE INTERNATIONAL RESIDEiqTIAL CODE. 5. COMBUSTION AIR REQI~[REMENTS SHALL BE SHALL BE DESIGNED, AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 17 OF THE INTERNATIONAL RESIDENTIAL CODE. 6. CRIMNEYS AND VENTS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE !InfFH CHAPTER 18 OF THE INTERNATIONAL RESIDENTIAL CODE. 7. SPECIAL FUEL BURNING EQUIPMENT SHALL BE DESIGNED AND INSTALLED IN STRICT CONEOKMANCE WITH CHAPTER 19 OF THE INTERNATIONAL RESIDENTIAL CODE. 8. BOILER AND WATER HEATER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFOE-MANCE WITH CHAPTER 20 OF THE INTERNATIONAL RESIDENTIAL CODE. 0. HYDRONIC PIPING SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAlq~R 21 OF THE INTERNATIONAL RESIDENTIAL CODE. 10. SPECIAL PIPING AND STORAGE SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 22 OF THE INTERNATIONAL RESIDENTIAL;CODE. 11. SOLAR SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 2~ OF THE INTERNATIDNAL RESIDENTIAL CODE. 12. FUEL GAS SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 24 OF THE INTERNATIONAL RESIDENTIAL CODE AND TNE INTERNATIONAL FUEL GAS CODE AS IT GOVERNS SINGLE AND TWO FAMILy DWELLINGS. 13. PLUMBING SYSTEMS, GENERAL PLUMBING REQUIREMENTS,. PLUMBING FIXTURES, WATER HEATERS, WATER SUPPLY AND DISTRIBUTION SYSTEMS, SANITARY DRAINAGE SYSTEMS, VENTING SYSTEMS, AND PLUMBING TRAP SYSTEMS SHALL BE DESIGNED, INSTALLED AND TESTED IN STRICT CONFORMANCE WITH CHAPTERS 25 THROUGH 32 OF THE INTERNATIONAL RESIDENTIAL CODE. 14. KETEK TO CONSTRUCTION DRAWINGS FOR SCHEMATIC pLLrMBING RISER DIAGRAM. 15. ELECTRICAL SYSTEMS, LIGHTING SYSTEMS, ELECTRICAL EQUIPMENT AND COIVIFONENTS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTERS 33 THROUGH 42 OF TH~ INTERNATIONAL RESIDENTIAL CODE AND THE 2002 NATIONAL ELECTRIC CODE IS IT GOVERNS SINGLE AND TWO FAMILY DWELLINGS. 1S. FURNISH AND INSTALL EXHAUST FANS AS SHOWN ON THR CONSTRUCTIDN DRAWINGS. EXHAUST FANS SHALL PROVIDE A MINIMUM OF 50 CFM AND SHALL BE DIRECTLy DUCTED TO THE EXTERIOR. DO NOT PROCEED WiTH FRAMING UNTIL SURVEY OF FOUNDATION LOCATI~ HAS BEENAPPROVED. APPROVED AS NOTED DATE: u'~/'~/F- Bp.#~V/Z FEE: J¢ 5 NOTI~ BUrLDING D~PARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3, INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN O~ CONSTRUCTION ERRORS. RET~ '" ~TdRU WA~RR~ ,PURb, ,~ 'OSECTION4~I~ ' P' T ' 4BING ..... ~G WASTE 4,, ,iS NEED , ESTIN'a ~r..r,.,nE COVERIN{3 ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. COMpLyWFH CHAPTER "4~.' FLOOD DAMAGE' RREVENTION 8OU,"~OLD TOwN OODE. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S, DEC OCCUPANCYOR USEIS UNLAWFUL WITHOUTCERTIFICATE OFOCCUPANCY PLUMBER CERTIFtCA T/ON ON LEAD CON~ENT BEFORE CERTIFIC, ATE OF OCCUPANC~, $OLDERZlSEO IN WA TER 8 U?PL Y SYSTEM CANNOT EXCEED OF t UNBERWRRER$ CE~TIFICA'~ REQUIRED CERTIFICATION OF NAILING & CONNECI[ON8 PROPOSED RESIDENCE FOR: -MR. & MRS ANDREW LOWRY EAST SIDE AVE. SOUTHOLD, MATTITUCK NEW YORK NOTE: A1,L SITE ENGINEERING DONE BY OTHF, RS ROOF FRAMING 58. TRUSS ROOF DESIGN AS PER. ISC. 59. ALL ROOF MEMBERS AS PER FLAN-~IZE AND LOCATIONS, 60. PROVIDE SIMFSON SPRING TIE HURRICANE TIES AT ALL RAFTER TO PLATE CONNECTIONS g2-5 HI 61. ROOF DECKING AND SHEATHING SHALL CONSIST OF 5/8" PLYWOOD BOARDS AS PER SECTION. 62. NOTCHING, CUTTING PROI{1BIT~) AS PER NOTE 56. SHEATHING 63, ROOF SHEATHING EDGES S]HALL BE SUPPORTED BY STRUCTURAL MEMBERS OK BLOCI<ING AS REQUIRED BY IBC 64. NAILING OF SHEATHING WITH 8D COMMONS SHALL COMPLY WITH IBC SECITON R602.3. 65. ROOF NAILS SHALL BE NOI~-CORROSIVE GALVANIZED AS 8D COMMON. STRUCTUAL STEEL 1. DESIGN, FABRICATION AND E~,ECTION OF STRUCTUAL STEEL SHALL CONFORM TO AISC SPECS., LATEST ADDITION. 2. ALL BOLTS AND RIVETS TO BE ~A:" O.C., UNLESS OTHERWISE INDICATED. 3. ALL STEEL TO BEAR ON MASOHRY, NOT WOOD, UNLESS USED AS A FLITCH BEAM. 4. ALL LINTELS TO HAVE 8" BEA~dNG ON EACH END WITH ~ FOLLOWING SIZES FOR 4" THICK MASONRY: 4 X 31/2 X5/16" LMAX. M.O. 5'-0" 5 X 3 1/2 X5/16" LMAX. M.O. 6'-0" 6 X 3 1/2 XS/16MIN]M" LMA~C M.O. 7'-0" 5. WI-IERE BEAMS AND JOIST BE~AR ON MASONRY, PROVIDE A MINIMUM OF 2 COURSES OF SOLID BLOCK, OR 3 COURSES OF SOLID BRICK. GLAZING ~' 1. ALL WINDOWS SHALL BE INSIULATED GLAZING, WITH INSECT SCREENS, GRILLES AS INDICATED ON THE PLANS. COORDINATE WITH TH~ MANUFACTURERS RF~PRESENTATIVE AND CONTRACTOR FOR SPEACIALITY REQUIREMENTS. 2. ALL WINDOWS TO MEET SAFETY GLASS REQUIREMENTS AS PER THE LATEST EDITION OF THE IBC, IN pARTICULAR, SAFETY GLASS TO BE PROVIDED FOR WINDOWS OVER TUBS AND WINDOW SEATS, WHERE GLASS IS LESS THAN 18" ABOVE THE FINISHED FLOOR, GLAZING IN DOORS OR 'WITHIN 24" ARC OF A DOOR STIPULATED BY THIS CODE. ENERGY COMPLIANCE 1. BUILDING ENVELOFE SHOWN COMPLIES ~ IT MEETS THE FOLLOWING CRITEPJA: A. THERMAL ENVELOPE A. V~x]DOW AND DOOR AREA ISI L~S THAN 15% OF THE GROSS WALL AREA. B. CEILING INSULATION R- 30 IvI~NIMUM, C. WALLS INSULATION D. SV~INGING DOORS: ~ INFILTRATION RAT~ OF LESS THAN.5 (C.F~I.) PER SQUAREFOOT OF DOORAREA. E. CAULK AND WEATHER-STRIP OK GASKET ALL EXTERIOR JOINTS AROUND VgINDOWS, DOORS, UTILITY PENETRATIONS AND 1NTEREECTIONS OF WALLS, FLOORS AND ROOFS. 2. THE DESIGN OF LIGHTINGIEL~LDINO SYSTEMS SHALL COMPLY WITH THE LATEST EDITION OF THE INTERNATIONAL ENERGY CONSERVATION CODE IF NOT ]~NDICATED ON PLANS. 3. ENCLOSE ENTIRE Lr~NG ENVELOPE WITH A VAPOR BARRIER AND F~ERGLASS INS~ILATION OF THICKNESS INDICATED ON THE PLAN. PROVIDE SILL INSULATION, INSULATE ALL OVERHANGS. SMOHE DETECTORS 1. POWERED BY HOUSE CURRIEqT, HARDWIRED, INTERCONNECTED, ON SEPARATE CIRCUIT AND WITH BATTERY BACKUP. 2. INSTALL ONE DETECTOR ON EACH FLOOR NEAR TOP OF STAIR, IN EACH BEDROOM, ATTIC, AND BASEMENT. CARBON MONOXIDE DETECTORLq 3. POWERED BY HOUSE CURRE}NT, HARDWlKED, ON SEPARATE CIRCUIT AND WITH BATTERY BACKUP. 4. INSTALL ONE DETECTOR ON 1EACH FLOOR 1N A COMMON HALLWAY AND BASEMENT. I LIST OF DRAWINGS 'T-1 Scl A-1 A-2 A-3 A-4 .A-5 A-6 A-7 A-8 A-9 A-10 E-1 E-2 NOTES, LIGHT & VENTILATION CALCULATIONS SITE PLAN, ZONING FIRST FLOOR PLAN SECOND FLOOR PLAN ROOF FRAMING PLAN BASEMENT/FOUNDATION PLAN FRONT & LEFT SIDE ELEVATIONS . REAR & RIGHT SIDE ELEVATIONS SECTION A & B, PLUMBING RISER 'DIAGRAM DOOR & WINDOW SCHEDULE, NAILING SCHEDULE, CLIMATE & DESIGN CRITERIA NAIl ,lNG DETAILS POOL SPECIFICATIONS FIRST FLOOR ELECTRICAL PLAN 'SECOND FLOOR ELECTRICAL PLAN PROPOSED RESIDENCE FOR: MR. & MRS. LOWRY II'EAST SIDE AVE SOUTHOLD, MATTITUCK NY TITLE NOTES JOB NO.: 05 17 SCALE: AS NOTED DATE: :1 ~ ~' ?~ .~ UZ PETER B. COOPER & ASSOCIATES T-1 F-SLiP..VE"r' OF PAP-.T OF LOT 2 MAP OF. OLD MILL HAVEN CO. 51TUA I E, HA I I ITUC, K . TOIAtN, 50UTHOLP .GUFFOLK COUNT'F, NY AMENDED 12-10-2004 ' / ? ,h REP. # P40 - 05 - 0201 EX15TIN~ CONTOUR ..... 14 ...... PROPO'~EC) COHTOUR .......... ~F_4-_r .......... 6 EAST MAIN STREET N.Y.g. LIG. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-\Uce_server\c\pros\0474y27~}.pr6 PROPOSED RESIDENCE FOR: MR. & MRS ANDREW LOWRY EAST SIDE AVE. SOUTHOLD, MATTITUCK NEW YORK NOTE: ALL SITE ENGINEERING DONE BY OTI-IF, RS CONSTRUCTION DATA USE GROUP R-~ CONSTRUCTION CLASS FIRST FLOOR AREA SECOND FLOOR AREA UNPROTECTED TOTAL LIVING AREA ~ 42 ~ SF G~GE ~'~ SF BASEMENT VOLUME BUILDING HEIGHT LOADING DESIGN '~ ~, ~'~ (~ CF 5~ ~T FIRST FLOOR 40#LL + 15#DL = 55 PSF SECOND FLOOR 30#LL + 15#DL = 45 PSF ATTIC 20#LL + 10#DL = 30 PSF ROOF 30#LL + 17.5#DL = 47.5 PSF ALL CONC. MIN Fb = 3,500 PSF 'ZONING REOUIREM~NTS: ZONE: ACTUAL LOT ~.,o,¢0 _ .-.,~%~,~ ~=~.. ~j~A:21~'t9 S,~. REAR YARD SInE YAIU), \ . s~E YAh, n, \ _H'I~..¢' H P--5. PETER B. COOPER & ASSOCIATES SCALE: DHA~q BY: 77'-6" ffYPI~L) 10'-0" 2'XlO'~ 16' ~¢ (2).2" x ~o' FL // I .POOL #~00 ~6 ~ iff-O" ~/8' tvlL LIPP.. op~,q ~)T~O 117/8"TJ156o ~ 16' 0¢ 15c2" ~ 6" 1B'-O" 2"XlO' @16'd¢ =' 4." 22' 0" ~¢.~LE ,4'x4' 4'x4' 6APPLE 'nj ~ (2)15/4' X II 7/8' ~L fL ~ ~. (a) I S/.4' X , 7/8" ML FL .~ 5TtJP¥ 1%8" (2) I S/~' X II ?/a' ML FL ZIX8'¢ ]6' OE. 6'.-.6' 23'-0' D/4" X Ii 7/8" MLdPP-. (2) i ~/4" X, 7/8" k~L fl PR. OF CL~ ~ PLATFQI~ [ADB. COL ON 6' X 6' P.T. PO6T \V/IO' X lO' CAP a b~e [Pr'P) cji ) I zzg' c2 -7~~ 8'-6' ~ i0'-6" 2'...4.'l iT-i" 10,_0~ 77'-6" FI .bT FLO0 PI_AN ,._fiCA,LB I/A" = ro" 9'.-0" 24'-0" PROPOSED RESIDENCE FOR: MR. & MRS. L( I:LD EAST SIDE AVE SOUTHOLD, MATTITUCK NY & MRS. LO'WRY FIRST FLOOR PLAN' PETER B. COOPER & ASSOCIATES JOB NO.: 05 17 SCALE: AS NOTED DATE: 10 / 16 / 06 DRAWN BY: UZ 1 75'-0" 7'-6" W-8" 15'-6" 5'-9" 9'-9" // \J. FL~TCL4' '10'-6" 15,_7~ 4'-2" 7'-2" c~ 4" 8'-2' 4.' -' <117J8" PL FL 7c6' ~8'-0~ 4' I5'-8~ 6" 2'-0'2'~0' p~_cK I~EPP. dOM (2) 15'-2" 18'-0" 4" 15'-4" 6" 19,_10, 8'0' \~/ALL 17'-2' WALL I I 5'-6"4'-0" 4'-5" 10'~2" 12'-1' fl'-4' 7:2' 7'-2" 3'-0" 7'-6" 55'-0" X-fi' /OMO" W-4" 2'-,4" 75'-0" 8ECONP FLOOP-. PLAN PROPOSED RESIDENCE FOR: MR. & MRS. LOWRY 1',15' EAST SIDE AVE SOUTHOLD, MATTITUCK NY SECOND FLOOR PLAN PETER B. COOPER & ASSOCIATES JOB NO,: 05 17 SCALE: AS NOTED DATE: 10/16/06 DRAWN BY: UZ A-2 2' X I0' o¢ I6' 0.¢. 'X Il 7/8' J,4L P. JD(E 2"X10"~ ~EE \V,t LL T,¢ hub E.IP~P__ 'i--5/4' XI6' ML ,bUD P.I[~E J015T5 4'~4' -- 4' X 4" P¢,.bT T~ ,bU~ P. lP(E < 2' X 10' u~ 16' J.G. CL(FJdlST5 15/4' X II 7/8" btL P-JP(E 2" X IO" ¢ I6 " O.¢. O'L~ JS T5 · 2'X10'@16'¢.¢. .2'X, lO'¢I6"d¢. ~FF ' ~Fr ' · 1~/4"XII7/8" ML DP(E 2'XIO" Cr6"d.¢. 2"XI0"~ 4'44' P-.OOF FP--.AMIN( PLAN ,DC.ALE. I/4"= ro" PROPOSED RESIDENCE FOR: JOB NO.: 05 17 MR. & MRS. LOWRY so~: AS norm fl5 EAST SIDE AVE I SOUTHOLD, MATTITUCK lxP[ DATE: 10 / 16 / 06 ROOF FRAMING PLAN DRAWN BY: UZ ASSOCIATES ,T 77'-0" 1"~"- ¢"J'- 7'T- 4". 6'-2" 16' 5~UP ¢~N¢ REP. ON #4 ILEibAE,.5 EA \VAy cryp) /I ·/~~'~' --I 2'-6" ~'-2" h} (2) 2'X I0.' · P,.T: \Voop P~ST oN 42 DP ¢0N(. 2'X10'~16'0,¢. G'-8" I0'-6" 20'-4" 8'-4.' 15'-8" _>)2'XI2' ~< .- 2' XIO' ~ 16' 0.¢. (2) z' X ~o' # 10%" L ~ t~ ~ j ,, ,~/ 8'-W 8MI" ' ] ~ Y~LFL ~Va' ~ ~COLON ~'X~' ~4 ~ ~ WAy ~P) I II 7/8" TJI ~ ~ 16" ~C I . P~D[W~LabU~P - ~ ~ II i I - Fungi ~Y 5' ~7 2'-6"' ~UP FILL 6'-6" 22%" ,006 MIL POLY V~B. ON ,1. q'R~V'EL FILL I I i I 2'-o". 20'-9' 53'-0" 77'-6" PROPOSED RESIDENCE FOR: MR. & MRS. LOWRY Ll,~ EAST SIDE AVE SOUTHOLD, MATTITUCK NY BASEMENT / FOUNDATION PLAN bA.SEM g_NT /FoH N PATIRN PLAN ..,5CALk I/A" = ro" & ASSOCIATES JOB NO.: 05 17 SCALE: AS NOTED DATE: 10 / 16 / 06 DRAWN BY: UZ A-4 ~_ u. Lla. L Ii _L,. -, I 12 .(, ,/ 'T, e,, fb PETER B. COOPER & ASSOCIATES JOB NO,: SCALE: DATE: D RAV~N BY: 'lO '-IQ~ '7 h 1-' i1 PETER B. COOPER & ASSOCIATES 220 FRANKLIN TURNPIKE SCALE: DATE: D RA~ArN BY: ~' 12 L :i '.:. :C ~4F' pooL. Mechanical Requirements: *'PIease read and familiarize yoursei£ with the Plumbing ~ec~ion o£ l~c i~l~nual rn Plumbing: [] Pool is preiplumbed with all eyeb~l and suction fillings. On site plumber ~oy ovmer) must make ¢oonectlons betw, en pool and provided pool equipm*nt. AIl connections are PVC and 'Mil vary. dependent on location. Typical connections are schedule 89 PVC and range from 1' re 3" in diameter. Water fill: [] W' Cold Water fill line for pool (tempered water eon be provided but is not required). The fill line must be protected by backflow preventers as required by local codes. Fl Vah, e for water fill should be locmed wkhin poolroom so that operator can sec water level as IX>01 is being filled, Drain.' ~ The SwimEx comes with a 1 Vf' drain from the front of the pool v4th a shmoff valve. A floor drain or sump pump and pit must be provided for semi annual draining &the pool. Drain from peel is elevated approximately 3 V2" 15om floor. Fl Drain will have approximate flow orS0 GPM when pool is ~11. [] Ventilation and exhaust ~om pool roam. Small water area cxI~sed to air · eliminates need for large dehumidification systems. Typ'ieal water loss due to evar. or~tion is in the range of4-lbs./hour for a standard SwimEx pool. [] Sump P~imp: Plqmher will locate a sv~'np pump within pit area, com~e¢fio;-. means must be provided for (:Tzo p r_..d'.3 No.: ISSUED FOR: WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NOIES: THESE NOTES ARE ONLY TO ]BE KEFEKRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY 1) For all wall sheathing within 4' 0" of the comers, the 4' O"edge zone attachment reqnkemeuls shall be' used. 2) Tabulated 12" o.c. mdl spacing assumes sbeathing attached to stud framing members with G > 0.49. For fnraing members with < 0.42 < O < 0.49, the nail spacing shall be reduced to 6" n.c. ROOF SHEATHING REQUIREMENTS FOR WiND LOADS: NOTES: THESE NOTES AlEE ONLY TO BE REF~RKED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1) For roof sbealhing within 4' 0" of the padmeter edge of the roof, including 4' 0" on each side of the 2) Tabulated 12" o,c. nail spacing assumes skaflfing attacbed to rafter / truss framing members with G > 0.49. For framing members with < 0.42 < G < 0.49, the nail spacing shall be mduc~d to 6" o.c. 3T ....... ) abulatcd 4 o.c nmi spacing assumes sheathing o miler / tress fmnung members wilh G > 0.49. For limning members w th 0.42 < G < 0.49, the nail spacing shall be reduced to 3" o.c. CLIMATE AND GEORGRAPHIC DESIGN CRITERIA i DESIGN CRITERIA *' REF. TABLE 1~.6.2.1 (1) ROOF FRAMING: FLOOR FRAMING: WALL FRAMING: ROOF SHEATHING: CEILING SHEATHING: WALL SHEATHING: FLOOR SHEATHING: 6.o.%%,,..o.c. NOTES; SCALE: DATE: DRAWN BY: PETER B. COOPER & ASSOCIATES ~- 17' PETER B. COOPER & ASSOCIATES ~OB Nb.:' ~. r 17 sc~s: ~ Mcl~,- DATE: DRAWN BY; ISSUED FOR: 1. Decking is 2. Drawings for eons/ruction RECOMMENDED FLOORING: -CERAMIC TIL~ -WOOD -INDOOR/OUTDOOR CARPET -BLUE STON~/FLAGSTONE -ETC. NOT included with any conceptual use only drawings SUGGESTED MINIMUM SwimEx pools do not use as S~ MINIMUM 12.0 ft I~C0MMENDED 10.0 ft is possible 20.0 ft RECOMMENDED MINIMUM Please Note: If you have a minimum opening of 48" x 84" and a frame depth less than 3', without any obstructions on either side, I.e. hallways, corridors, walls, e/c,, you should not have any problems bringing in any of the pieces, Please call Swimex for more.details if you are working in a tight space, Note: 1. Decking is NOT included with any 2% Drawings for conceptual, use only construction drawings TOP FLOOR SwimEx pools do not use as NON-MECHANICAL SIDE MINIMUM 6"' ~ / / 12.0' suggested minimum · o-,, o.. FLOOR JOIST/ . . · ~ ° · .r'~'o for ~q~el 400 & 500 ~ .... ,0 ;.. · [67 3/4 for o~er models ~ .; .;' ..... ~ s~g[ested ~ ~ 4 ,, .~',, x DRAiN~SUMP/ FOUNDATION- WALL ~0UNDATION L4" REINFORCED CONCRETE OR SUITABLE FLOOR WALL FOR 425 LBS/SQFT LOAD (460 LBS/SQFT FOR MODEL 600) , * THIS DIMENSION MAY FLUCTUATE il/2 in. DUE TO FOAM PAD DENSITY AND/OR COMPRESSION. SWIMEX SUGGESTS FII.LING THE SWIMEX UNIT WITH WATER BEFORE TAKING FINAL MEASUREMENTS AND COMPLETING THE FINISHED FLOOR, 13'-3 41¸ a,-101' :x) Note: 1. Decking is NOT included with any SwimEx pools 2. Drawings for conceptual use. only do. not use as construe/ion drawings ACCESS NEEDED FOR ANNUAL ALL FLOOR JOISTS HAVE A RECOMMENDED MINIMUM OF SHAFT BEARING OF WITH 4"x4" SUPPORT BEAMS POSSIBLE ACCESS DOOR C 0 DRAIN VALVE L E R / IIEATER/PUMP/FILTER ONAL OZONATOR SLEEVE OR SUMP Note: 1. Decking is NOT included with any SwiraEx pools 2. Drawings for conceptual 'use only do not use as eons/ruction drawings ,, ' sWIMEx ROOM ' FLOOR LEVEL --4" REINi*ORCKD CONCRETE OR WITH MODELS SUITADI~ FLOOR FOR ~25 LBS/SQFT SHUT-OFF VALVE DRAIN LOAD (460 LBS/SQFT FOR MODEL 600) -tqEW OR EXISTING FOUNDATION WAI~ * THIS DIMENSION MAY FLUCTUATE il/2 in. DUE TO FOAM PAD DENSITY AND/OR COMPRESSION. SI~IMEX SUGGESTS FILLING THE SWIMEX'UNIT WITH WATER BEFORE TAKING FINAL MEASUREMENTS AND COMPLETING THE FINISHED FLOOR. NOTES, L THE TQLERANOE DF +/- 1/2' IS DUE TO THE CONPRESSIDN DF THE FOAM PADS. ~, THE PADDLEVHEEL NOTOR IS STANDARD DN THE RIOH~ HAND SIDE, LEFT SIDE IS pOSSIBLE IF SPECIFIED AT THE TIME DF ORDER, PVC DRIINAGE Threaded Fill Nozzle located I~- above Wa/ar-l/ac. H~rd Plumb with approved b&ck flow device. HEATER* I 1/2" PVC PIPE --..- s/4" m*s 1/3" P¥C ~ SI[IM~X recommends installation of additinn~1 shut-off valves at these loss/inns. Usle threaded pre if possible. Items suuppHed by .I~,MEX: healzr, fO/ar. pump, 4-re~u~..a.~lng I 1~2 ball valves, ~nd ~ 1-i/2 xl-l/i"xi" Tee fitting Hca/ar. Pmmp. and FO/Hr can be plumbed ~ith up to 50ft of ipe from ~ml~x. FIR~r s~st~m must be below water sure'ce of pool. Pipe lengths should be kept as short as possible and use 45' eEaows where poszlb]e 240 v[!] SINGLE~ 15A 15A 30A 40A MUST BE GFI GROUND FAULT INTERRUPTER) TYPE. ~-~ E-Stop Pushbutton Mushroom ALL CIRCUIT'BREAK~RS 120 VOLT OUTLETS GROUI~ID BUSS SWIMOMETER * CONTROU,,~R BOX* 240 V T1TeT3 GNDc ©© GNDo FAST SLOW STARTSTOP UNDER WATER ~OHTS* OZONATOR A TI~RR OR S~ITCR MAY BE /INSTALLED FOR pUMP OPERATION FRONT GRATE* I HAND RAILS* FILTER* IGRATE* PUMP* 0 ,NJ ~ HEATER* NO. 8 wm~ SWIMMER CONTROL BUTTONS* AIR HOSES* TO RF~R ShUT-OFF SYSTEM* S S S T T L 0 A 0 P R W T - OAS HEATER USES 15 AMP GFI BREAEER * - ITEMS SUPPLIED BY SWIMEX, [] IMPORTANT NOTE: INCOMING VOLTAGE MUST BE BETWEEN 230V-240V (SEE SECT, l.l OF ELECTRICAL SECTION IN THE ASSEMBLY MANUAL owimo3c 5 hp ELECTRICAL DIAGRAM-T PETER B. COOPER & ASSOCIATES' SCALE: I.~. It,. ~6, DRAWN BY: OF= PART OF= LOT 2 OF. OLD MILL HAVEN CO. 105' cRAPHIC I"= DO' N TEST HOLE HICHAEL HAPE5 P.E, LICENSE NO. ' 0501 JOI-LN C. EHLERS LAND 6 EAST MAIN STREET N.Y.fl. LIC, NO, 50.202 PROPOSED RESIDENCE FOR: MR. & MRS ANDREW LOWRY EAST SIDE AVE. SOUTHOLD, MATTITUCK NEW YORK NOTE: AI,L SITE ENGINEERING DONE BY OTHERS r CONSTRUCTION DATA USE GROUP R-~ CONSTRUCTION CLASS FIRST FLOOR AREA 5B/ UNPROTECTED l~C~ SF SECOND FLOOR AREA ~¢ SF TOTAL LIVING AREA ~ J ~~ SF SAS~s~rr I ~ 8 ~ SF SUILDZ~G ~SIG~T ~ F~ FIRST FLOOR 40#LL + 15#DL = 55 PSF SECOND FLOOR 30#LL + 15#DL 45 PSF ATTIC 20#LL + 10#DL 30 PSF ROOF 30#LL + 17.5#DL = 47.5 PSF ALL CONC. MIN Fb = 3,500 PSF ZONIMG REOUIREMENT$: ' Iz0m~: ACTUAL L0T CP~ ~ ~L~ EX~S'HNG PROPOSED [REQUIP~D [MPE~%qOUS'COVEP. AGE ' I,.. \ JOB NO.: SCALE: DATE: BY: ISSUED FOR: A~ PETER B. COOPER & ASSOCIATES #O2619~ GENERAL'SPEUI~ICATIONS 1. ALL WORK SHALL COMPLY WITH ~ LATEST EDITION OF THE FOLLOWING CODES: UNIFOI~M CONSTRUCTION CODE GE NEW YORI~ CURILENT THROUGH MAY I7, 2004. ]iNTERNATIONAL BUILDING CODE 0BC), 2000 NEW~ YORK ED1TION INTERNATIONAL RESIDENTIAL CODE (IRC), 2000 ~W YORK EDITION ]iNTERNATIONAL ENERGY CONSERVATION CODE 0ECC), 2000 EDITION NEC, 2002EDITION, NATIONAL PLUMBINO CODE, ~003ED1TION PROCEDUP~ NOTES 1. THE GENERAL CONTRACTOR SI~4LL FURNISH ALL LABOR, MATERIALS, COORDINATION, TOOLS, SUPERVISION, TRANSPORTATION EQUIPMENT, METHODS, SEQUENCES, PROCEDURES, AND INSURANCE NECESSARY TO COMPLETE THE WORIC THE CONTRACTOR SHALL GUARANIE£ ALL WORKMANSHIP AND MATERIALS FOR (1) YEAR FOLLOWING FINAL. CER'r~JCATE OF OCCUPANCY AND REPAIR OR REPLACE ALL DEFECTIVE WORK OR MATERIALS DURING THAT TERM WITHOUT FURTHER COMPENSATION. THE ARCHITECT HAS NO RESPONSIBILITY OR RELATIONSHIPS TO CONSTRUCTION OR WORKMANSHIP GUAKA~'ri/£S. 2. THE CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH ALL EXISTING AND LOCAL CONDITIONS AND CORRELATE HIS OBSERVATIONS WITH THE REQUniEMENTS OF THE PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL CARIIFULLY STUDY THE DRAWINGS AND SHALL VERIFY ALL EXISTING CoNDmONS ~ DEvI~qsiONS AT TH~ PRO~ECT SITE PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE SAM~. THE CONTE~CTOR SHALL NO i'I~Y THE ARCHH'gCT IMMEDIATELY OF ANY AND ALL DISCREPANCIES, ERRORS, OMISSIONS PRIOR TO CONSTRUCTION FOR CEklI~iCATION AND/OR CHANGE AS RF, QUIRBD. 3. THE GENERAL CONTRACTOR SHALL SUBMIT ALL REQUIRED PERMITS, ARRANGE FOR INSPECTIONS AND SECURE THE CERTIFICATE OF OCCUPANCY PRIOR TO FlNAL PAYMENT, 4. THE CONTRACTOR AND ~ SUBCONTRACTORS DOING WORK UNDER THIS CONTRACT SHALL CARRY LIABILITY & PROPERTY DAMAGE INSURANCE AGAINST ACCIDENTS OF ANY KIND AND PROVIDE OWNER ~ CERrIFiCATES OF INSUR.4NCE. 5. UNLESS OTHERWISE PROVIDED IN THE DRAWINGS OR SPECIFICATIONS, ALL MATERIALS SHALL BE INSTALLED IN STRICT ' ACCORDANCE WITH TH~ MANUFACTURER'S CUP, KENT INSTALLATION METHODS AND DETAILS AND SHALL INCLUDE ALL MATERIALS REQUIRED FOR COMPLETE INSTALLATION WtiF, THER SHOWN ON THE DRAWINGS OR SPECIFICATIONS OR NOT. NO "EXTRAS" WILL BE ALLOWED FOR SUCH MATERIALS. 6. DURING CONSTRUCTION, THE CONTRACTOR IS TO PROVIDE ALL SHORING AND BRACING REQUIRED TO SUPPORT LOADS BEFORE AND SUPPORT MEMBERS ARE REMOVED. 7. PROVIDE ALL CUTTING AND PATCHING REQU1KED TO COMPLETE THE WORK. CUTHNG CONDITIONS TO REMAIN. PATCHING OF EXISTING FLOOI~, WALLS, AND CEILINGS WHERE REQUIRED SHALL BE SMOOTH AND UNIFORM WITH E~STING FINISHES. NEW FINISHED FLOOR AND SUE FLOOR COMBINATION MUST ALIGN WITH THE ELEVATION OF THE EXISTING ADIACENT FLOOR- 8. THE CONTRACTO~t SHALL PROTECT EXISTING FEATURES, DRIVEWAYS, LAWNS, LANDSCAPING AND INTERIOR CONDITIONS FROM UNNECESSARY DAMAGE. UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL REPAIR OR RESTORE SUCH DAMAGE TO THE APPROVAL OF THE OWNER AT NO ADDITIONAL CHARGE. 9. PREMISES SI-I~LL BE KEPT BROOM CLEAN AT EACH DAY END, AND LEFT THOROUGHLY CLEANED AND WASHED UPON COMPLETION. 10. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL DEBRIS, EQUIPMENT, TOOLS AND MATERIALS RESULTING FROM WORIC 11. THESE DRAWINGS ARE NOT INTENDED TO BE MACHINE ASSEMELY OR SHOP DRAWINGS THAT DESCRIBE EVERY DETAIL, PROCEDURE AND MATERIAL OF CONSTRUCTION. ANY DIMENSIONS AND LOCATIONS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED REASONABLY COKI~CT, BUT MAY BE SUHIECT TO MODIFICATION NECESSARY OR DESIRABLE DURING CONSTRUCTION TO MEET UNFORESEEN OR OTHER CONDITIONS. 12. THE ABCHITECT DOES NOT HAVE CONSTRUCTION ADMINISTRATIVE RESPONSIBILITy UNLESS OTBERWIEE AGREED IN A SEPARATE CONTEACT. THE ARCHITECT IS NOT LIABLE FOR ANY DEVIATION FROM THESE DOCUMENT MADE wrrHouT His AUTHORIZATION. THE ARCHr rP, CT IS NOT RESPONSIBLE FOR "IVIEANS AND METHODS" NOR IS HE RESPONSIBLE OR LIABLE FOR CLAIMS, LOSSES, SHITS OR LEGAL ACTIONS ARISING FROM PERFORMANCE OF WORK. 13. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR DAMP OR WET BASEMENTS OR CRAWL SPACES. 14. ALL WALLS ARE DIMENSIONED TO NOMINAL THICKNESS. MEASURI3MENTS TAKEN TO STUD FACE TO STUD FACE FOR FRAMING DIMENSIONS. DO NOT SCALE DRAWINGS. USE MARKED OK COMPUTED DIMENSIONS. SITEWORK 1. STRIP TOPSOIL FROM TH~ AREA OF CONSTRUCTION AND PILE FOR LATER USE IN AREAS DIRECTED BY THE OWNER. REMOVE TREES, SHEUBS, AND GRASS AS REQUIRED FOR NEW CONSTRUCTION, UNLESS OTHI~WISE DIRECTED BY TI~ OWNER. OWNER SHALL COORDINATE THE REMOVAL / RELOCATION OF EXISTING PLANTINGS AS REQUIRED. 2. CONTRACTOR SHALL NOTIFY AND VERIFY WITH OWNER ALL TREES TO BE REMOVED PRIOR TO BEGINNING OF EXCAVATION. 3. GRADE AREAS AWAY FROM MOUSE IN ORDER TO PROVIDE POSITIVE DRAINAGE. 4. GRADE AREAS TO pREVENT DRAINAGE OF WATER ONTO ADJACENT PROPERTIES. S. FOOTING DRAINS: PROVIDE FOOTING DP, AIN OF 6" DIAMETER pERFORATED PVC WHERE NOTED OR KEQUIl~D. DRAINS SHALL BE LAID WHH ½" JOINTS PROTECTED AT TOP WITH BUILDING PAPER, LAY DRAINS IN A MINIMUM 2" LEVELING BED OF aA" CRUSHED STONE OR LIGHTWEIGHT AGGREGATE P1TCHED 1/16" PER FOOT MINIMUM, CONNECTED TO TIGHT JOINT PIFE LEADING TO DRY WELL, SEWER OR OTHER OUTLET. COVER DRAINS WITH A MINIMUM S" GRAVEL OF aA" CRUSHED STONE. TOP GRAVEL WITH A LAYER OF WATER FILTRATION MEMBRANE. CONCRETE 1, ALL CONCRETE WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF AC1318. 2. CONCRETE SHALL HAVE A IVIINIMUIvI COMPRESSIVE STRENGTH OF 3,000 PSL, AT 28 DAYS UNLESS OTHERWISE NOTED. 3. CONCRETE IN THICKi~ESSES 8" OR LESS INCLUDING BUT NOT LIMITED TO FLOOR SLABS, WALK~, PATIOS, PADS, LANDINGS, ETC., SHALL HAVE A COMPRESSIVE STRENGTH OF 3,500 PS1 AT 28 DAYS. 4. NO ADD MIXTURES ALLOWED WIIHOUT ARCHI'I'bb'~S APPROVAL. $. REINFORCED MATERIALS; DEFORMED REINFORCING BAR8 CONFORMING TO ASTM A 615 GRADE 60. 6. W~LDED ~ FABRIC; 6 X 6 W 1,4 X 1.4 WWF AND PLACED 1" FROM TH~ TOP OF THE SLAB. 7. CONCRETE FINISHES: PROVIDE SMOOTH FINISH FOR ALL EXPOSED CONCRETE SURFACES THAT ARE TO RECEIVE COATING OR COVERING MATERIAL APPLIED DIRECTLY TO CONCRETE. PATCH DEFECTIVE AREAS WITH CEMENT GROUT AND RUB SMOOTH. 8. CONCRETE SLABS SHALL HAVE A SMOOTH STEEL TOWEL FINISH WITH NO COURSE AGGREGATE OR TOWEL MARKS SHOWING. PLACE ½" BY FULL DEPTH OF SLAB, WATERPROOF EXPANSION STRIPS AROUND PERIMETER OF SLABS AGAINST WALLS. FINISH SLABS SHALL BE UNIFORM IN TEXTURE AND APPEARANCE. EXPOSED CONCRETE WALLS SHALL HAVE A SMOOTH RUBBED FINISH UNIFORM IN TEXTUR~ AND APPEAEANCE AND FREE OF FORM SEAMS MARKS. SHAP TIE HOLES SHALL BE FILLED WHH COLOR MATCHED GROUT AND RUBBED SMOOTH. 9. FOOTINGS AT DIFFERENT LEVELS SHALL BE STEPPED ON A SLOPE OF 1 VERTICAL TO 2 HORIZONTAL. (24S" MINIMUM). 10. ALL CONCRETE SLABS V~iTHIN THE BUILDING SHALL BE PLACED ON A MINIMUM 4" LAYER OF POROUS FILL AND VAPOR BARIIIER. 11. ALL FOOTINGS SHALL REST ON VIRGIN UNDESTUKBED SOIL HAVING A MINIMUM BEARING CAPACITY OF 2,500 PSF AT A MINIMUM OF 3' - 6' BELOW GRADE. CARPENTRY 1. ALL FRAMING MEMEERE SHALL BE GOOD GRADE CONSTRUCTION LLYMBER HAVING A MIN. BENDING STRESS OF 850 DOUGMS ~ OR EQU~. 2. DO~LE JOISTS ~ER ~L P~T~ONS R~G P~LEL ~ ~OOR SPaS ~ ~O~ ~L ~OOR OP~GS. DO~LE ~RS ~ CE~G JOISTS ~O~ ~L SK~IGHTS. ~LE ~L JOIS~ BELOW BErG P~IIHONS. DO~LE JOISTS ~EK BA~OOM 3. ~ ]GILT ~ B~S ~OM FLUSH, PRO~E ~CO OR ~U~ ~T~ ~GE~ ~ CO~CTO~ FOR S~POKT. 4. PRO~E CROSS B~G~G OR SOL~ BLOC~G AT T~ ~ER SP~ OF 8' - 0" O.C. ~, USE SOL~ BLOC~G AT ~F~ TO ~AC~S SPECS FOR ~G~E~D L~E~ 5. ~L F~ ~ ~SO~Y W~LS S~L BE ~EQUA~LY B~C~ ~ SHOED D~G CONS~U~ON ~'r~ ~LY PROPE~Y ~D BACK ~ S~D. 6. ~EP WOOD F~G A ~. OF'2" AWAY ~OM ~S, C~Y~ ~ ~PM~S. 7. ~L ~E~ ~O~ ~OWS S~L BE A ~ OF (2) 2" X 12"S ~ESS O~R~E ~ICA~ ~ P~. 8. ~ WOOD F~G ~EK AC~G AS A SLEEPER OR S~L SET ON CONC~ OR ~Y ~L BE P~S~VA~ ~A~D. ~L WOOD ~CH IS ~ 6" TO G~E OR E~OSED TO ~A~ CO~ONS ~ PER ~C ~ON ~ 19, S~L BE P~S~ ~A~. FRAMING - BASEMENT/COLUMNS 9. ANCHORAGE: ANCHOR BOLTS SHALL HAVE A MINIMUM DIAIvIETER OF W' AND BE EMBEDDED IN FOUNDATION A MINIMUM DEPTH OF 8" FOR POURED CONCRETE FOUNDATION WALLS AND 16" FOR GROUTED CONCRETE (SEE IBC). SPACING: BOLTS IN STRAPS SHALL BE A MINIMUM OF TWO (2) PER pLATE, SPACED 12' FROM EACH END PLATE AND A MAXIMUM OF 6' ON CENTER FOR 2-STORY BUILDINGS AND 4' ON CEN1zR FOR 1-STORY BUILDINGS. STRAPS: SHALL CONFORM TO ASTMA 1S3/30 GAUGE MTL/CLASS B.2 AND INSTALLED AS PER MANUFACTURER'S SPECS. 10. SILL PLATES: AT FOUNDATION SHALL BE (2) 2 X 6, PRESSURE TREATED WOOD AS DEFINED IN IBC. 11. LAPS - END JOINTS SHALL HAVE OVER LAPPING COMERS AND SHALL HAVE OFFSETS AT OVERLAPS OF IvL42~VIDM 48" (AS PER IBC). OTHER REQUIREMENTS FOR PLATES INCLUDING TREATMENT OVER OPENINGS AT BEARING POINT TO CONFORM TO IBC. 12. SILL SEALER: APPROVED TERMITE SItI~LD OR BITLrMINOUS SILL SEALER SHALL BE PROVIDED AT ALL FOUNDATION AS PER IRC. 13. BEAM POCKETS, BEARING POINTS- BEAMS, GIRDERS OR OTHER LOADS SUPPORTED BY A COLUMN SHALL HAVE A BEARING OF AT LEAST 3" IN LENGTH MEASURED PARALLEL TO THE BEAM UPON SOLID MASONRY NOT LESS THAN 4" IN THICKNESS OR UPON A METAL BEARING PLATE OF ADEQUATE I~ESION AND DIMENSIONS AS PER IRC. 14. JOIST BEARING: MINIMUM 1-1/2" 15. COLUMNS: STEEL COLUMNS SHALL BE TIO3qSFERI~ED DIRIICTLY TO MASONRY WITH WELDED BOTTOM BEARING PLATES MINIMUM OF 3-1/2" X 3 ½" BY ½" THICK WITH (2) ½" DIAM~TERANCHOR BOLTS 12" DEEP. STEEL COLUMNS SHALL HAVE TOP BEARING PLATES MINIMUM OF 3 ½" X 3 ½" X ½" THICK. STEEL COLUMNS SHALL BE GALVANLZED OR SHALL HAVE A SHOP COAT OF RUST INHIBrI1VE PAINT. FLOOR/DECK FRAMING/ENGINEERED LUMBER 16. ALL GIRDERS AND BEAMS TO BE SIZED AND LOCATED AS PER PLAN WITH BLOCKING AT BEARING POINTS AS NOTED. WHERE NOT NOTED, PROVIDE (2) 2X4'S MINIMUM~ 17. ALL COMPOSrrI~ OR MULTIPLE MEMBER BEAMS & GIRDERS TO BE SPIY~D WITH 10D NAILS ~ MIN. OF 12" O.C. IN TWO ROWS, TOP AND BOTTOM. 18. ALL ELUSH GB~DERS TO BE HUNG WrJlt APPROVED HEAVY-DUTY SIMPSON STRONG TIES CONNECTORS - HUSTF, HUTI~ OR EQUAL. INSTALL AS PER MANUFACTURER SPECS W/161) X 2-1/2" NAILS. 19. SIMPSON HURRICANE TIES SHALL BE PROVIDED AT ALL RAIrI~RS TO PLATE CONNECTIONS. 20. FORALLDECKFRAM~NG~PR~VIDE~ALVAN~z~DS~MPS~N"~TR~NG~TIE~ATFLUSHC~NNECTI~NS~LU28~U2~LUS28OR SIZED AS REQUIRE, OR EQUAL. INSTALL AS PER MANUFACTURER SPECS~ PROVIDE MINIMUM 10D GALVANIZED NAILS AS PER IVlANU~ACTUI~R TABLE. 21. DECK POST BASES TO pROVIDE SIMPSON CONNECTOR - CBSQ OR AB< ABA< OR ABE OR EQUAL, WITH 3" MINIMUM SIDE COVER AS PER SPECS. PROVIDE (2) 5/8' MIN. GALVANIZED BOLTS AS PER SPECS. 22. DECK~NGT~BEPRE~SURETREATED$/4X6"DECKINGSPACED(~MIN~MUM~F~/8"C~NTINU~U~FASTENEDW~TH(2)2-~/2" STAINLESS STEEL SCREWS ~ 2 FER IOIST, COUNTERSINI~ 23. PROVIDE ALUMINUM ELASHING AT LEDGER CONNECTIONS AS PER DECK DETAIL, BETWEEN LEDGER AND HOUSE RIM. 24. ALL DECK MATERIAL SHALL BE NATURALLY DURABLE OR PRESERVATIV~ TREATED. 25. CONCRETE FOOTINGS SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3,0000 PSI AT 28 DAYS AND SHALL BE PLACED AT A MINIMUM DEPTH OF 3'-6" BELOW GRADE (~ DECK LOCATION. ENGINEERED LUMBER 26. ENG1NERRED LDMBER SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S KECCOMMENDATION AND REQUIREMENTS 27. CONTRACTOR SHALL FURNISH AND INSTAI,L ENGINEERED LUMBER AS PER ~ MANUFACTLrP~R SPEcIPIISD ON THE CONSTRUCTION DRAWINGS AND SHALL BE SIZRD AND LOCATED AS PER PLAN. SUBS'ri i'OTION OF ENGINEERED LLrMBEK SHALL NOT BE PERMITTED UNLESS APPROVED IN WRITING BY THE ARCB1TECT. 28. ALL ENGINEERED LUMBER SHALL BE INSTALLED AS PER MANUFACTURER SPECIFICATIONS AS PER GEORGIA PACIFIC OR TRUST JOIST. 29. FLOOR JOIET RIMS SHALL BE PROVIDED AS PER "FHIERSTRAND IBM BOARD" OR EQUAL. 30. DECK LEDGER TO BE INSTALLED WITH APA RIM AND 2.4 GALV. OR STEEL WASHERS PER SPACERS WITH FLASHING AS PER MANUFACTURER SPECS. 31. ENGINEERED LUMBER CONNECTION TO BE PROVIDED AS PER SIMPSON STRONGTnS, ITT SERIES FOR TOP MOUNT AND ICIT FOR FACT COUNT SIZED AND NAILED AS PER MANUFACTURER TABLE. 32. NO pENETRATIONS THROUGH MICROLAM BEAMS (LVL) WITIiOUT ARCH r J~CT'S APPROVAL. 33. PENETRATION THROUGH WEB PERMITTED AS PER CHART WITH DIAMETERS AS SPECIIqBD. 34, BEARING ON WOOD COLUMNS FOR LVL MEMEERS TO PROVIDE VERTICAL PLATE CONNECTOR AS FER SIMPSON. 3S. ENGINEERED LUMBER CANTILEVERS TO PROVIDE FIBERSTRAND RIM BOARD BLOCKING BOTH SIDES 2' OUT AND 2' INSIDE BEARING WALL AND AS OTHERWISE SPEcIIqED BY MANUFACTURER SPECS. 36. FISE RATIF!G FOR ENGINEERED LUMBER TO PROVIDE 25 GAUGE STEEL HAT CHANNELS AT FLOOR LOCATIONS WHERE ONE-HOUR ASSEMBLY IS REQUIRED FOR THE W1 SERIES JOIST, AND AS PER MANUFACTURER SPECIFICATIONS OR WEB S'i'L~ENERS. 37. SQUASH BLOCKS SHALL ~BE PROVIDED AT CONCSIgTRATED LOADS FOR UPI AND TI1 JOISTS 38. BRIDGING REQUIRED AT LAThE, AL SPACE OF 8'-0", 39. NA1LING OF SHEATHING TO UP1 JOISTS TO TOP FLANGES SHALL BE SPACED MINIMUM OF 4" TO 24" MAXIMUM USING SD., 10D, 12D COMMON NAILS. IF MORE THAN (1) ROW IS PROVIDED, OFFSET AT LEAST aA' AND STAGGER- 40. FOR ENGINEERED LUMBER CONNECTIONS 14 GAUGE STAPLES MAY BE SUESTITL1TED FOR 8D NAILS, MUST PENETRATE 1". 41. t~qD BEARING LENGTHS MINIMUM 1-3/4", INTERMEDIATE BF~d~ING LENGTHS MIN1MUM 3'-2" FOR ENGINEERED LUMBEP~ 42. BLOCKING TO BE PROVIDED AGAINST ROTATION AT ALL BEARING POINTS AND CANTILEVEIIS. 43, ELOOR SHFATHING SHALL COMPLY V/I rn STRUCTURAL PAIqEL REQHIRI3MENTS OF 1RC SECTION RS03. 44. NAIL SIZF, AND SPACIN~ SHALL BE PROVIDED IRC SECTION R602.3 FOR SHEATHING. ELOOR SHEATHING SHALL BE GLUED AND SCREWED WITH 2-1/2" SCREWS. 45. FLOOR SHEATHING EDGES SHALL HAVE APPROVED TONGUE AND GROOVE $OINTS OK SUPPORTED BY STOCKING INSTALLED (IRC SECTION 4& NOTCHING AND CUTTIINO OF FLOOR $OISTS SHALL NOT BE CLOSER THAN 2" FROM TOP OR BoTroM. 0RC SECTION P,~02.8) 47. NOTCHING OF FLOOR h4IEMEERS SHALL BE LIMIT~D ON ENGINF-ERED LUMBER AS PER MANUFACTIIRERS SPECS SUCH THAT THE INSIDE EDGE OF SUPPORTING BEAM ADJACENT TO BEARING MEMBER SHALL BE UNCUT. WALL FRAMING 48. POSTS AND STUDS IN LOAD BEAKING WALLS AND PARTITIONS SHALL HAVE NOT LESS THAN 3 STUDS AT CORIqE-RS AT EACH CORNER. 49. DOUBLE TOP PLATE KEOUIEED ON ALL LOAD BF-ARING WALLS AND BOTTOM PLATE MINIMUM 2" NOMINAL THICKNESS OR EQUAL TO WIDTH OF STUD. SO. ENDS OF WOOD BEAMSI THAT REST ON GIRDERS SHALL BEAR MINIMUM OF 4" AND SUPPORTED WITH METAL HINGES, STIRRUPS. 5L MINIMUM SUPPORT OF GIBDERS ON CONCRETE IS 3" 52. ALL STUDS SHALL BE NOMINAL 3" OR WIDER AND FRAMING SHALL BE NAILED AS PER IBC FOR PLATES. 53. OVERLAP SEAMS SHALL BE A MINIMUM 48" FOKTOP PLATES. 54. LOAD BEARING WALLS SHALL BE SIZED AND SPACED AS PER PLAN. 55. FIRE BLOCKING SHALL BE PROVIDED TO ELIMINATE GAPS IN FRAMING BETWEEN FLOORS AND HORIZONTAL OPENINGS. 56. CUTTING OR NOTCHING OF BEAMS AND HEADERS IS PROHIEH'P,D. 57. CUTTING OR NOTCHING OF JOISTS, RAFTERS, STUDS SHALL BE LEvlr rED TO THE ALLOWANCES OUTLINED IN SECTION 2803 OF THE IBC. ROOF FRAMEqG 58. TRUSS ROOF DESIGN AS PER IEC. 59. ALL ROOF MEMEERS A~ PER PLaN-SIZE AND LOCATIONS. 60. PROVIDE SIMPSON SPPJ1NG TIE HURRICANE TIES AT ALL RAFTER TO PLATE CONNECTIONS g2.S HI 61. ROOF DECKING AND SI~EATHINO SHALL CONSIST OF ~/8" PLYWOOD BOARDS AS PER SECTION. NOTCHING, CUTTING p~OBIEITED AS PER NOTE 5& SHEATHING 63. ROOF SHEATHING EDGIES SHALL BE SUFFORTED BY STRUCTURAL MEMEERS OR BLOCKING AS REQUIRED BY IBC. 64. NAILING OF SHEATHING W1TH 8D COMMONS SHALL COMPLY WHH IRC SECTION R6023. 65. ROOF NAILS SHALL BE NON-CORROSIVE GALVAN~ZRD AS 8D COMMON. STRUCTUAL STEEL 1. DESIGN, FABRICATION AND ERECTION OF STRUCTUAL STEEL SHALL CONFORM TO AISC SPECS., LATEST ADDITION. 2. ALL BOLTS AND RIVETS TO BE aA:" O.C., UNLESS OTHERWISE INDICATED. 3. ALL STEEL TO BEAR ON MASONRY, NOT WOOD, UNLESS USED AS A FLITCH BEAIvL 4. ALL LINTELS TO HAVE 8" BEARING ON EACH END WITH THE FOLLOWING SIZES FOR 4" THICK MASONRY: 4 X 3 1/2 X5/16" LMA~ M.O. 5'-0" 5 X 31/2 X5/16" LMA1C M.O. 6'-0" 6 X 3 1/2 X 5/16MINIM" L MAX. M.O. 7'-O" 5. WHERE BEAMS AND JOIST BEAR ON MASONRY, PROVIDE A MINIMUM OF 2 COURSES OF SOLID BLOCK, OR 3 COURSES OF SOI~ID BRICK. 1. ALL WINDOWS SHALL BE ]INSULATED GLAZING, WITH INSECT SCRF~NS, ORILLES AS INDICATED ON THE PLANS. COORDINATE WITH THE MANUFACTTR~R~ REPRESENTATIVE AND CONTRACTOR EOR SPEACIALITY REQUIREMENTS. 2. ALL WINDOWS TO MEET SAFETY OLASS REQUIREMENTS AS PER THE LATEST EDITION OF THE IBC, IN PARTICULAR, SAFETY GLASS TO BE PROVIDED FOR WINDOWS OVER TUBS ~ WINDOW SEATS, WBFAIE GLASS IS LESS THAN 18" ABOVE THE HNIEI-IBD FLOOR, GLAZING IN DOORS OR WITHIN 24" ARC OF A DOOR STIPULATED BY THIS CODE. ENERGY COMPLIANCE 1. BUILDING ENVELOPE SHo~rN COMPLIES WHEN IT MEETS THE FOLLOV~]NG CRITERIA: A. TI-~ILMAL ENVELOPE A. WINDOW AND DOOR AK~A IS LESS THAN 15% OF ~ GROSS WALL AREA, B. CEILING INSULATION R- 30 MINIMUM, C. WALLS INSULATION R-13 MINIMUIVL D. SWINGINH DOORE: ~ INFILTRATION RATE OF LESS THAN .5 (C.FJvl.) PER SQUARE FOOT OF DOOR AREA. E. CAHLK AND WEATRER-STRIP OR GASKET ALL EXTERIOR JOINTS AROUND WINDOWS, DOORS, UTILITY PENETRATIONS AND INTEREECTIONS OF WALLS, FLOORS AND ROOFS. 2. THE DESIGN OF LIGHTING/BUILDING SYSTEMS SHALL COMPLY WITH THE LATEST EDITION OF ~ INTEENATIONAL ENERGY CONSERVATION CODE IF NOT INDICATED ON PI~.NS. 3. ENCLOSE ~N'I'IF~ LIVING ENVELOPE WiTH A VAPOR BARRIER AND FIBERGLASS INSULATION OF THICKNESS INDICATED ON ~ PLAN, PROVIDE SILL INSULATION, INSULATE ALL OVERHANGS. SMOKE DETECTORS 1. FOWERED BY HOUSE CURRENT, HARDWIRED, INTERCONNECTED, ON SEPARATE CIRCUIT AIqD WITH BATTERY BACKUP. 2. INSTALL ONE DETECTOR ON EACH FLOOR NEAR TOP OF STAIR, IN EACH BEDROOM, ATTIC, AND BASEMENT. CARBON MONOXIDE DETECTORS 3. POWERED BY HOUSE CURRENT, HARDWIRED, ON SEPARATE CIRCUIT AND WITIt BATTERY BACKUP. 4. INSTALL ONE DETECTOR ON EACH FLOOR IN A COMMON HALLWAY AND BASEMENT. RVAC 1. MECHANICAL SYSTEMS SHALL BE DESIGNED, AND INSTALLED IN STRICT CONEORMANCE WITH SECTION N1103 AND CHAPTER 13 OF THE INTEENATIONAL RESIDENTIAL CODE AND SHALL IviBET THE MINIMUM EFFICIENCY REQUIREiviENTS OF THE INTERIqATIONAL ENERGY CONSERVATION CODE. 2. HEATING AND COOLING SYSTEMS SHALL BE DESIGNED, AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 14 OF TH~ INTERNATIONAL RESIDENTIAL CODE. 3. EXHAUST SYSTEMS SHALL BE DESIGNED, AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 15 OF THE INTERNATIONAL RESIDtLNTIAL CODE. 4. DUCT SYSTEMS SHALL BE DESIGNED, AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 16 OF TEE INTERNATIONAL RESIDENTIAL CODE. 5. COMBUSTION AIR REQUIREMENTS SHALL BE SHALL BE DESIGNED, AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 17 OF TH~ INTERNATIONAL RESIDENTIAL CODE. 6. CHIMNEYS AND VENTS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE'WITH CHAFrER 18 OF THE INTERNATIONAL RESIDENTIAL CODE. 7. SPECIAL FUEL BURNING EQUIPMENT SHALL BE DESIGNED AND INSTALLED IN STRICT CONFOP, MANCE WITH CHAPTER 19 OF TRE INTERNATIONAL RESIDHNTIAL CODE. 8. BOILER AND WATER HEATER SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 20 OF TI~ INTERNATIONAL RESIDENTIAL CODE. 9. HYDRONIC PIPING SYSTEMS SHALL BE DESIGNED AND INSTAr Lg.D IN STRICT CONFORMANCE Wrrlt CHAPTER 21 OF TH~ INTERNATIONAL RESIDENTIAL CODE. 10. SPECIAL PIPING AND STORAGE SYSTEMS SHALL BE DESIGHED AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 22 OF THE INTERNATIONAL RESIDENTIAL(CODE. 11. SOLAR SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAFI'ER 23 OF THE INTERNATIONAL RESIDENTIAL CODE. 12. FUEL GAS SYSTEMS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTER 24 OF TEE INTERNATIONAL RESIDENTIAL CODE AND THE INTERNATIONAL FUEL GAS CODE AS 1T GOVERNS SINGLE AND TWO FAMILY DWELLINGS. 13. PLUMBING SYSTEMS, GENERAL PLUMBING REQIHREaMENTS, PLUMBING FIXTURES, WATM HEATERS, WATER SUPPLY AND DISTI~BUTION SYSTEMS, SAHITARY DRAINAGE SYSTEMS, VENTING SYSTEMS, AND pLUMBING TRAP SYSTEM8 SHALL BE DESIGNED, INSTALLED AND TESTED IN STRICT CONFOE~IAHCE WITH CHAFI~RS 25 THROUGH 32 OF THE EqTERNAT1ONAL RESIDENTIAL CODE. 14. REFER TO CONSTRUCTION DRAWINGS FOR SCHEMATIC PLUMBING RISER DIAGRAM, 15. ELECTRICAL SYSTEMS, LIGHTING SYSTEMS, ELECTRICAL EQUIPMENT AND COMPONENTS SHALL BE DESIGNED AND INSTALLED IN STRICT CONFORMANCE WITH CHAPTERS 33 THROUGH 42 OF TH~ INTERNATIONAL RESIDENTIAL CODE AND THE 2002 NATIONAL ELECTRIC CODE IS IT GOVERNS SINGLE AND TWO FAMILY DWELLINGS. 16, FURNISH AND INSTALL EXIqAUST FANS AS SHOWN ON TI-IR CONSTRUCTION DRAWIHGS. EXHAUST FANS SHALL PROVIDE A MINIMUM OF SO CFM AND SHALL BE DIRECTLY DUCTED TO THE EXTERIOR. PROPOSED RESIDENCE FOR: MR. & MRS ANDREW LOWRY It EAST SIDE AVE. SOUTHOLD, MATTITUCK NEW YORK NOTE: AI,L SITE ENGINEERING DONE BY OTHERS LIST OF DRAWINGS 'T-1 S:I A-1 A.2 A-3 A-4 A-6 A-7 A-8 A:9 A-10 E-1 E-2 NOTES, LIGHT & VENTILATION CALCULATIONS SITE PLAN, ZO qING FIRST FLOOR PLAN SECOND FLOOR PLAN ROOF FRAMING PLAN BASEMENT/FOUNDATION PLAN FRONT & LEFT SIDE ELEVATION S · REAR & RIGHT SIDE ELEVATIONS SECTION A & B, PLUMBING RISER 'DIAGRAM DOOR & WINDOW SCHEDULE, NAILING SCHEDULE, CLIMATE & DESIGN CRITERIA NAII,ING DETAILS POOL SPECIFICATIONS FIRST FLOOR ELECTRICAL PLAN 'SECOND FLOOR ELECTRICAL PLAN PROPOSED RESIDENCE FOR: JOB NO.: 05 17 MR: & MRS. LOWRY As.m' D 116EAST SIDE AVE SOUTHOLD, MATTITUCK NY DATE: J O~i:~, .~ ~ ~ TITLE DRAWN BY: UZ NOTES ISSUED FOR: PETER B. COOPER & ASSOCIATES MAHWAH, NJ 07430 T-1 77%" t-r'm~c~) 10'-0" 3'-6"4/-00 .. 2'X10'816'0¢ ~ o~VN T~ OEC~ __ (2).2"X I0" iq_ 2"XlO" C~ 16' Od I -o I // 18'-0" {2) I ~/4' X II 7J8' blL j=L 4'X4' LHPP. i2 %" j, oPol,q // , 7/8" TJI 56O ~e16" O¢ 18'-0" (2) 15/4' X II 7/8' lolL fL 1~7/8'T. 5TUPY 1~'-8" 8'8'¢~ (2) I ~/,4" X II ~'/8' M L fL POOL #400 05 POOL~ 5 Vz:l' X 17/8' ML f'L · 4"x 4' 4'x4' .2"X8'@ 16' 0.¢. 6'X6 P q 22,_0, PP. CAPE 5" CRt~VN oN iN'rc_~o~ OF CLq' @ PLATFOP..M __ 8' X 8" PAII'JTEO CC_PAP. F~L:E COL Oi'J 6' X 6" P.'E POST \V/lo" x it CAP a b.~,E gyP) 10'-6" ~2'-4' 1 5'-6" 2'-4" J J 33'-0" i2'-1" 77'-6" 10'-0" · 2'-4" 9'-0" ' 4. 24-'-0" 9'-0" FI F_LOOP.. PLAN ¢ALE. I/Z[ = r0" 2'-4" oROPOSED RESIDENCE FOR: WRY FIRST FLOOR PLAN .lOB NO.: 05 17 SCALE: AS NOTED DATE: 10 / 16 / 06 DRAWN BY: ISSI.YED FOR: UZ & ASSOCIATES ~-13~146N107~3AOx 201- 512-9203 75,_0,~ // 5TLIOY F~TC~ 16'_2' p[cF. 13'-2" I ~/4'X II 7/~' MLflPP- 18'-0" M~TEP- I?,EPI~ 00~ (I) 14' o' VOL¢i 18'-0" 3:6" . ¢'-0" FLAT c'LQ 10'-6" '15'-7" 4.// FL&T CL~.~, i%~,T ¢ (,7~8' PL FL 10'-2" 12c1" G'-fl" 2C0"2'-0' ~;-PNONI (2) FL~T ¢~ 15'4." 35'-0" 75'-0" I9'-10, 8'0" WALL 17,_2,~ DEPl2-,.EOM (~) \VALL 10'-10" .bE¢ONP FLOOm. pLAN 5CALl:::. I/d''= J'O" PROPOSED RESIDENCE FOR: JOB NO.: 05 17 MR. & MRS. LOWRY SC~E: AS ~0~ I:~ EAST SIDE AVE SOUTHOLD, MATTITUCKNY DATE: 10 / 16 / 06 SECOND FLOOR PLAN DRAWN BY: UZ ISSUED FOR: & ASSOCIATES KI4 EE \¥ALL T,¢ '×I,5'NIL 4'X4' 'JOIST6 4~4' -- 4' x 4" P¢STT.¢ 5UI~ P. lPqE 2" X I0" @ 16' 0.6. ¢1..~ JST5 tN · · ,. 2' XlO' ~ 16" ¢.C. ,. 2'Xlo" @16" ¢.6 ~ ~Y"T P-.AfT / 1~/~4'X117/8' IL ,. 2"XlO' @16' ~.¢. '@ 1,5" ~,¢, 2'XIO"~ PROPOSED RESIDENCE FOR: MR. & MRS. LOWRY [1~ EAST SIDE AVE SOUTHOLD, MATTITUCK NY ROOF FRAMING PLAN p-.OOF FIZAMINF__L PLAN 5CALl::. I/J,''= ro" & ASSOCIATES JOB NO.: 05 17 SCALE: AS NOTED DATE: 10 / 16 / 06 DRAWN BY: UZ A-3 77'-0" 2"X lO' ¢ 16" 0,¢. lY-8' 10'-6" 20'-4" 6'-6" 8" 5'-0" 24'-2' 8'-4" lY-8" ~ I ~'-~o" - II DETAII._5 oN A- lO 20'-4" I I b~EMEt, iT 8'o" OLqflT /I' ¢O~J¢ 51_AI~ W/ 6 X61O/IO \~ \¥/ 22'-6" -- (5) I S/4" X lI 7/8' ~L DI~PP[9 8'-11' 8'-11' 'ELFL J ~ I 5 V2' $ .3TL COL ON 24' X 24' X 12' PP ¢Oi~C fOd'r'( NV/ (2) //4 EEbAE..5 ~A \VAY [['f'P) il7/8'TJl56O@16'0¢ I]- Jd PRdVDE \VELL 8 SUMP PLIMR ~/I.~. EXACT LdCATId~ J 5dUP BU.- I I · 2'-6" 8'-6' 10'-6" 2,_6, OE ~UALA~JE k'I~ONEy ~VJi'IPd~V \V~-i i hk.bPP~&lrt¢sl02 l:ot 4'--5" 12'-4" 5'-6" I 20'-9" 3Y-O' 10'-0" 77'-6" 24'-0" 9'.-0" J, 2'-4." Ah bA6EMENT/FouNpATION PLAN 5¢ALE:- I/,d" = ro" PROPOSED RESIDENCE FOR: JOB NO.: 05 17 MR. & MRS. LOWRY [[~ EAST SIDE AVE SCALE: AS NOTED SOUTHOLD, MATTITUCK NY DATE: 10 / 16 / 06 BASEMENT / FOUNDATION PLAN DRAWN BY: UZ ISSUED FOR: PETER B. COOPER & ASSOCIATES NYRA a~026'~80 N.TRA #i2111 CLA g4~77 A-4 12 lC. '1 i-J, L¢,__'- r4 ii 'T.o, Fp bI 10 PETER B. COOPER & ASSOCIATES JOB NO.: SCALE: DATE: D P, AVCN BY: ISSUED FOR: .1 t.I I'- :¢' ,pL..- JOB NO.: DATE: ISSUED FO~ & ASSOCIATES 'M I i I oH Mechanical Requirements: *"PI.."~se rea,:{ and familiarize yourself with the Plu~blng seo~on o£ t~e M~nual [] Plumbing: D Pool is pre-plumbed with all eyeball and suction fillings. On site plum. bar (by om~er) .mint make connections b~tween pool and provided pool equlpm*nt, All corm¢cuons are PVC and will vary dependent on location. Typical connections are schedule 89 PVC and range from I" lo 3" in diameter. [] Water filh [] ~" Cokt Water fill linc for pool (teml:ered wa~er cae be provided but is not -"e, qufr~). The fill llne must be protected by backflow preventers as requited by local codes. r'l Valve fnr water fill should be locmed withiit poolroom so ti!at operator eau sec water lever as pool is being filled. O Drain; r'm The SwirmSx comes with a 1 Y;" drain from the front of the pool vdch a shutoff valve. A floor drain or sump pump and pit must be provided for semi annual draining of the pool. Drain [rom pool is elevated approximately 3 Va" from floor. ~ Drain ~viI[ have approxlnmte flow of 80 GPM when pool is f~.ll F,J Ventilation and exhaust fi.om poet room. Small water area exposed to air ' eliminates need for large dehumidificelioa systems. Typical ,,','amc loss due to eVaFOration is in lhe range of 4-lbs,i hoar for a standard SwimEx pool. [] 8 ump-P~mp; Pl'qmher will locate a munp pump within pi[ area, emme~do;,, means must bo provided for .3'OB NO.: DATE: DRAWN BY: ISSUED FOR: C26190 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING AT PANEL NAIL SPACING AT INTERMEDIATE NOTES: THESE NOTES ARE DNLY TO BE I~ERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1) For all wall sheathing within 4' 0" ~f the comers, thc 4' O"edge zone attachment requirements shall be' used. 2) Tabalal~d 12" o.c. nail spacing a~sumes sheathing attached to stud framing members with G > 0.49. For framing members with < 0.d2 < G < 0.49. the nail spacing shall be reduced to 6" o.c. ROOF SHEATHING REQUIREMENTS FOR WiND LOADS: NOTES: THESE NOTES P,R]E ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLy, 1) For roof sheathing within 4' 0" of the p~rimeter edge of the roof, including 4' 0" on each aid'~ of the roof paak, the 4' 0" perimeter edge zone attachments required shall be used 2) Tabulated 12" o.c. nail spacing assumes sheathing attached to rafter / tress framing members with G > 0.49. For fmmthg members with < 0.42 < G < 0.49, the nail spacing shall ha reduced to 6" o c 3) Tabulated 4" o c. nml spacing assumes sheathing to taller / truss framing members with G > 0.49. For framing members with 0.42 < G < 0.49. thc nail spacing shall be reduced to 3" o,c. CLIMATE AND GEORGRAPHIC DESIEIN CRITERIA DESIGN CRITERIA REF. TABLE 1609.6.2.1 (1) ROOF FRAMING: FLOOR FRAMING: WALL FRAMING: NAIL ROOF SHEATHING: CEILING SHEATHING: WALL SHEATHING: FLOOR SHEATHING: NOTES: THESE NOTES ARE ONLy TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES 2) When wall sbeathing is continuous over connected members, the tsbulated mtmber of nails shall be permitted to be reduced to 1 - 16d na/I per foot. PETER B. COOPER & ASSOCIATES, JOB NO.: SCALE: DA.ts: D~ BY: ISSUED FOR: JOB Nb.: DATE: DRAWN BY: ISSUED FOR: PETER B. COOPER & ASSOCIATES 220 FRANKLIN TURNPIKE 1. Decking is 2. Drawings for construction RECOMMENDED FLOORING: -CERAMIC TILE -WOOD -INDOOR/OUTDOOB CARPET -BLUE STONE/FLAGSTONE -ETC. NOT included with any conceptual use only drawings SUGGESTED MINIMUM SwimEx pools do not use as 0II RECOMMENDED MINIMUM 10.0 ft is possible ~ 20.0 ft . RECOMMENDED ! MINIMUM Please Note: Iff have minimum of 4S' §4" and frame less you a depth than 3', any obstructions on either side. I.e. hallways, corridors walls etc. you should not have any problems ibringing in any of the pieces. Please call Swimex for more.details if you are working in a tight space. Note: 1. Decking is NOT included with any SwimEx pools 2. Drawings for conceptual use 'only do. not use as construction drawings ACCESS NEEDED FOR ANNUAL ALL FLOOR JOISTS HAVE A RECOMMENDED MINIMUM MAINTENANCE OF SHAFT BEARING OF 2"x6" WITH 4"x4" SUPPORT BEAMS ACCESS DOOR M~IN VALVE L E R 2x6 OPTIONAL 0ZONATOR / IIEATER/PUMP/F~TER CZONATOR SLEEVE ' DRAIN OR SUMP pvc DRAINAGE FOE POOL -DPAINACE SUMP Nozzle loealed approved back I 1/2' PVC - TO PUMP--~- I 1/2#FEMM~ 1-1/2' FEMALE THRFAD PUMP* 1/2' mc 1/2' PVC PIPE --m.- 3/4' I~ Heater. Pump, and Filter can be plumbed with up to 50fl of ipe from ~ Filter system must be below water sure'ce of pool. Pipe lenarths should be kept as short Note: 1. Decking is NOT included with any 2. Drawings for conceptual, use only construction drawings SwimEx pools do not use as TOP NON-MECHANICAL FLOOR SIDE MINIMUM 6"' ' FOUNDATION i /4" REINFORCED CONCRETE OR SUITABI~ FLOOR WALL FOR 425 LBS/SQFT LOAD (460 LBS/SQFT FOR MODEL 600) [] * / / r 112'0' suggested minimum I · :..... /I/I// 7/I .. .... o. ~/2"x. 6,.. FLOOR ~OIST/ o '0' r,~ ~voo~ ~ '0 °*' ~ 2"x 6" ~ ' ' · ' *.: ° H~ADER m '.0' o ~.~ ~. ~ .... '.;' ~57 3/4" ~ ~ "'' ''[ el 400 & 500 ~ '' ,;.:[.. f~r mol · ~ ,. . [67 3/4 for o~er model. "'. MEC~ICAL ~ ' ~ '. · · .....; ~EA y ,'~ / D~IN ~, m ... ~ .. .,.~'.; 4.0' ~ ". ·. = s~ggested ~ [' · j.~.. ~ ~ ~ ... '"' ~ ~%'2 ~ .... ' :'~'"'"~ .................................. ' F0~ P~ '. "~' ~ ~ ' '.~','~" ~ D~IN/S~P FOUNDATION , * THIS DIMENSION MAY FLUCTUATE il/2 in. DUE TO FOAM PAD DENSITY AND/OR COMPRESSION. SWIMEX SUGGESTS FIlLING THE SWIMEX UNIT ~ITH WATER BEFORE TAKING FINAL MEASUREMENTS AI~ COMPLETING THE FINISHED FLOOR. Note: 1. Decking is NOT included with any 2. Drawings for conceptual 'use only construction drawings SwimEx pools do not use as · FLOOR LEVEL~:.~ff /l]' ' ~*" 'r ' [~' ~ ' ACCESS DOOR II I~ ~i~ ~ -- ~ NEW OR 1 / I l m~ Il Il ~ ~ . . ~ ~?~. ~ ~,'. MAIN MODEL~ EEINi~ORCED CONCRETE OR WITH SUITABLE FLOOR FOR 4E5 LES/SQFT SHUT-OFF VALVE DRAIN LOAD (460 I~S/SQFT FOR MODEL 600) '-'NEW OR EKISTING FOUNDATION WALL * THIS DIMENSION MAY FLUCTUATE ±1/2 in. DUE TO FOAM PAD DENSITY AND/OR COMPRESSION. ~WlMEX SUGGESTS FIllING THE SWlMEX'UNIT WITH WATER BEFORE TAKING FINAL MEASUREMENTS AND COMPLETING THE FINISHED FLOOR. I ~-~ E-Stop Pushbutton 240 ALL CIRCUIT BREAIaeRS Mushroom MUST BE GFI GROUND FAULT INTERRI~TER) TYPE. WATER A TUi~R OR SFITCH MAY BE /INSTAI.T.~D FOR pUMP OPERATION FRONT GRATE* GROUND RUSS [ HAND RAILS* S~IMOHETEE ~ I [ REAR GRATE* C QNTROI.I,P.R .BOX* ][ ~ O O · 0 ?.J,, ,OTOE w - GAS HEATER USES 15 AMP GFI BREAE~R * - ITEMS SUPPLIED BY SWIMEX, [] IMPORTANT NOTE: INCOMING VOLTAGE MUST BE BETWI~EN 230¥-240V (SEE SECT. 1.1 OF ELECTRICAL SECTION IN THE ASSEMBLY MANUAL 5 hp ELECTRICAL DIAGRAM-T i3'-4' PROVIDED ~tlTH POOL NOTES, 1, THE TOLERANCE OF +/- 112' IS DUE TO THE COMPRESSION OF THE FOAM PADS, 8, THE PADDLE.HEEL MOTOR IS STANDARD BN THE PETER B. COOPER & ASSOCIATES' JOB NO.: ~' 19 scaR: Ae DATE: DRAWN BY: ISSUED FOR: hlYRA #028190 fi q FIE. bT FLO01:2. ELEC'TP-.ICAL PLAN ..SCALe. F4"= W" Eloctrical Requirements: ~ ~FCi Bre~e~ ~ be p~o~ded by cle~ici~ ~ PMdl~whccl Con,oiler: 7.SHp Pools 60.~mp 208/240V Sh~c'Ph~c (&andardMofds ~0 & 5 Hp Pools 40 ~p 208~40V Single Phase (~tandardModels 400 &'5009 ~ Hea~er:30Amp208/240VSinglePhas~ ~ ~p: 15 Amp 208/240V Single Ph~6 ~* Pump ~d H~at~ can be put on a diner and r~ g hfs p~ day. (by o~e ~ Must provide ~b ~1 wi~ appropriam OFCI br~akem tbr ~quipment ' *~Ple~sc refer to Elcctri~l 8che~mtio la E~dctdcal s~ti~n oCMa~dal ~ V~able ~ced ~nffoll~ t~es 220/240Volt s~gle phase in ~d ~n~er~ to 3 pkase ~ Electrician, in accordance with 1~ and na~onM el~ffjc ~des, m~ make ~] ~ Connecfio~ to be made dealing wi~ ~e Sw~x ~ ~om ~hc brewer p~el the v~iab]e s~ed ~ntro[ler, ~n~oller to gearmotor, bre~or panel to hc~r, bre~eipm~cl Io pump. ~ese must ~ done on s~e by an ~lcctriclan provided Co~uit ne~ed ~m V~i~le ~p[~d Controll~ Io poo[zoo~ n~ front of~ol for S~mOmder. Conduit must be abl~ to [et a 7/8" d[~e~ come.or p~s ~ough. The localio~ of the S~mOmcter must be 5' away f~m ~ pool ~d should be de~ed by ~e end user of tho ~[. (SwimOme~r Dime~i~s 7-1/8' ~ Other Equipment Coasideratioes: ~ Optional SwimEx egu ipmepl: *Please refer to O~er Equi~m~nt Asse~bli~s~efion of the M~ual ~ Unde~ater~ts, ll0Vo]tp[ugln~[ton~xm, lc~s~deofpooL Provide . ~ Ozonator, 110V plug in u~t. Should be ~ecled t~ugh same line ~ Pmnp ~ J~ Option: ~ Air Blower: 110/220Volt aon~olled ~ ES Combo air switch conffoHer ~rovidc~ wi~ option). ElocUtion m~t wire [p eonffo~er and ~ ~rce wey mot~d v~ve: 110Volt to 24 Volt t~ough ASV C~mb~ ~r condo]let. Elcc~eim ~res 110Voh ~ consol[er ~d makes 3 wi~ conn~ion to motoffzed valve. (V~ve, mo~or, controller and 3 wire pmvldcd) PROPOSED RESIDENCE FOR: JOB NO.: 05 17 MR. & MRS. LOWRY SC=E: AS NOTED 26 EAST SIDE AVE SOUTHOLD, MAI'I'I'I'UCK NY DATE: 10 '¢~fC,, - O FIRST FLOOR ELECTRICAL PLAN DRAWN BY: UZ ISSUED FOR: PETER B. COOPER & ASSOCIATES _1 l I I_ I ...SECONP FLOOI::a I::: L.F=.CTI:ZICAL PLAN bCALE. I/,4" = ro" PROPOSED RESIDENCE FOR: WRY EAST SIDE AVE LSOUfHOLD, MATTITUCK NY SECOND FLOOR ELECTRICAL PLAN JOB NO.: 05 17 SCALE: AS NOTED DATE: ~ ~6,- o¢ DRAWN BY: UZ ISSUED FOR: PETER B. COOPER & ASSOCIATES E-2