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Home My WebLink About37031-Z S�pF�IK Town of Southold Annex 2/13/2013 �Q� aGy�1 P.O.Box 1179 54375 Main Road oy �4v� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36142 Date: 2/13/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 895 Leeton Dr, Southold, SCTM#: 473889 See/Block/Lot: 59.4-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/10/2012 pursuant to which Building Permit No. 37031 dated 3/1/2012 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 first floor deck, pergola, covered entry, second floor deck and second floor covered porch. The certificate is issued to Keating,David&Keating,Mary (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37031 1/3/13 PLUMBERS CERTIFICATION DATED 12/19/12 Cutc gue East Plumbing&Heating t oriz d Si ture SUFF�� TOWN OF SOUTHOLD rein BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37031 Date: 3/1/2012 Permission is hereby granted to: Keating, David & Keating, Mary 65 Kensington Rd Garden City, NY 11530 To: demolish & reconstruct, make additions to an existing dwelling as applied for; flood. permit included At premises located at: 895 Leeton Dr, Southold SCTM # 473889 Sec/Block/Lot# 59.-1-11 Pursuant to application dated 2/10/2012 and approved by the Building Inspector. To expire on 8/3112013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,610.00 CO -ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $1,760.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. 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: Ar 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. 2. Final Approval from Health Dept.of water supply and sewerage-digposai(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. "Sworn statement from plumber certifying that the solder used.in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building,multiple residences 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, IM) non-conforming uses,or buildings and"pre-existing"hind uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling S50.00, Swimming pool $50.00,Accessory building-$50.00,Additions.to accessory building$50.00,Businesses$50.00: 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$_25 4. Updated Certificate'of Occ -pancy- $50.00 5. Temporary Certificate of ccupancy -Residential $15.00,Commercial$15.00 Date. / New Construction: Old or Pre-existing Building:' (check one) Location of Property: � �/� o�I )/21 (�C �o OT[wo House No. Street Hamlet Owner or Owners of Property: e [11(� Suffolk County Tax Map No'1000, Sectional Block . I Lot Subdivision Filed Map. \\ Lot: Permit No. Date of Permit. Applicant: DV Health Dept.Approval: Underwriters Approval: Planning Board Approval: v7 . Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Q 1 Applicant Signature pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.rich ert(a_town.southo Id.ny.us Southold,NY 11971-0959 olyOn% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Keating Address: 895 Leeton Dr City: Southold St: NY Zip: 11971 Building Permit#: 37031 Section: 59 Block: 1 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Devaney Electric License No: 4144-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat 1-oil Duplec Recpt 46 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 34 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 1 Pumps Transformer Appliances N45 Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures �] TVSS Other Equipment: 200a service, 3-combination smoke/co detectors, 3-paddle fans, 1-hydro-massagE tub,2-exhaust fans,2ft of lighting track, 1-gas fire place Notes: Inspector Signature: Date: Jan 3 2013 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1$02 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 cDUNTY,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. s+ Owner: (Please t) Plumbent-1 LL G I �8�� fiC� (,' 5 (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 0f 1%. lead. p (Plumbers Signature) Sworn to before me this I l day of 20 l a- CONNIE D. BUNCH Notary Public,State of New York No. 0j SU69 6505® Qualified in Suffolk County commission Expires April 14, Notary Public, County j OF SOUT,yOIo 3703 c0UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .. FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING ' [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL_(ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -I_- - (t7Z- _ 4 -f DATE * INSPECTOR ✓`�:��- �o��pE SOplyo`o courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ O NDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: —6;=�� DATE INSPECTOR J pf SO(/Ty� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. Gj [ ] FO NDATION [ ] INSULATION FRAMING / S RAPPING [ ] FINAL S [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: •�� DATE INSPECTOR courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) e REMARKS: Gr DATE Y INSPECTOR v2 r4f SOpT�o`o co TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOU DATION 1 ST [ ROUGH.PLBG. [ IF UNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ' CEO C7-,C—f 7D DATE / INSPECTOR OF SOUr�,o! TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECT11 N [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ : INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL) REMARKS: --L<-i DATE INSPECTOR 32c) > OF SO o�yCo�'N� TOWN OF SOUTHOLD BUILDING'.DEPT. 765-1802 INSPECTION: [ ] FOUNDATION 1ST [ ]-ROUGH P [ ] FOUNDATION 2ND [ ] IN ATION. [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE RKS: DATE INSPECTOR- OF SOpT�olo eou N� TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION .1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) OTELECTRICAL (FINAL) REMARKS: DATE ] 1 INSPECTOR�t b John Cronin, P.E. P.O.Box 130 Shelter Island,NY 11964-0130 Voice: 631-252-1167 Email: capticcpe@optimum.net February 8, 2013 Nancy Dwyer Design Consulting, Inc. Southold, NY 11971 Re: Keating Residence Leeton Drive Southold, NY SCTM 1000-59-01-11 Dear Ms. Dwyer: This letter reflects my considered opinion as a NYS licensed professional engineer. The property in question is a 20000 square foot site consisting largely of sandy,vegetated soil and of relatively flat topography. Less than 2000 square feet of the site are impervious due to a residential structure (which includes two 8'-0"diameter x 4'-0"deep drywells intended to capture, contain, and recharge runoff). Given the topography and site soils, storm water runoff from a 2" rainfall (i.e., 10 year storm event) should be able to be contained, stored, and recharged on site as infiltration rates are estimated at approximately 1.1" per hour(medium sand at no more than 4%slope). Please feel free to contact me with any further questions. Ve 't /y you , Jo n C. ro in, Jr., P.E. FEB 11 2013 BLDG.DEPT. ' TOWN OF SOUTNOL,__ 17f)z [c 1 t o • • • � • I 1. PLUMING low—, 7M --- WA .. INSULATION PER N.Y. STATE ENERGY • 1 PF t / ADDITIONAL • t I. !0 :TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board.of-Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. , Check Septic Form N.Y.S.D.E.C. Trustees J Flood Permit Examined C 20� D E C E Storm-Water Assessment Form Contact: Approved 20_1,�, F E B 10 2012 Mail to: 06 i u l bwgy Disapproved a/c OF DEPT. TOWN SOUTHOLD Phone: Expiration 20_ — Building Inspector APPLICATION FOR BUILDING PERMIT . . Date 2010 INSTRUCTIONS a.This application MUST be completely 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,if a 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 �7 .t0'W1 a V A ZGZ (As oh the tax roll or test deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) 'ders License No. .hers License No. -tricians License No. Trade's License No: 1. Location of land on which proposed work will be done: L)40 House Number Street Hamlet County Tax Map No. 1000 Section Block I Lot I. I . Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and int ded use and occupancy of proposed construction: a. Existing use and occupancy S i Z ra,wt, �t 2 S�o�U r¢Slc�,tti b. Intended use and occupancy 9d o-e., (� � o'V` o�e a, 3. Nature of work(check which applicable):New Building Addition C. Alteration Repair Removal Demolition Other Work � (Description) 4. Estimated Cost tj Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front oZ `f Rear o� �- h Depth 3Z Height a " ��_Number of Stories Dimensions of same structure with alterations or additions: Front �-o Rear Depth f �- h -Height_�9'=,3 h t Number of Stories 8. Dimensions of entire new construction: Front I�a �p " Rear (Q FS Depth T r r a- (9 air Height c � - Number of Stories + �� s 9. Size of lot:Front too Rear Lae` Depth .?O D 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are.situated 12. Does proposed,construction violate.any zoning law, ordinance or regulation?YES NO 13. Will lot be re.-graded?.YES NO�WiII excess fill be.removed from premises? YES NO�� 14.Names of Owner of.pre ises_�X47 is Address . Phone No. Name of Architect Omrili Address SW 4e v Phone No Name of Contractor ,,j0TUI C. ak(K _ Address - Se)L41-Lo I I Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES N� * 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. 18. Are there any,covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 6NQ�� W qty, being duly sworn, deposes and says that(s)he is'the applicant (Name of individual signing ontract)above named, CONNIE D.BUNCH Q 51 Notary Public,State of New`fork (S)He is the No.01 BU6185050 (Contractor,Agent,Corporate Officer,etc.) Qualffied in S o ounl Commission Expires April 14,2�a of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this applicatiu that all statements contained in this application are true 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 'aI� day of L 0 20�� Id Notary Public Si atukqyAppli64it Town of Southold Erosion, Sedimentation & Storm Water Run-off ASSESSMENT FORM PROPERTY LOCATION: =T.N * THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 01 I(604 1 (/ STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN Districat on -ore tt— oTt CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain Ali Stonn-Water Run-Off (Include Total Area of all Parcels located within r� Generated by a Two(2')Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S.F. `Acm) (This Rem will include all tun-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? (S.F.fAtres) impervious surfaces.) Z Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION Dtm,vweAd&b"Pages No.d4 Drainage Structures indicating Size&Location?This — ❑ Item shall include all Proposed Grade Changes and ey" .-� �5 Slopes Controlitng Surface Water Flow. I,� 3 Does the Site Plan and/or Survey describe the erosion f — 9 V�.,, Yu w -0(�,JLL1&-V- and sediment oontml practices that will be used to J control site erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any land Filling,Grading or Excavation where there is a change to the Natural a Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the a Site? Is this Project within the Trustees jurisdiction General DEC sWPPPReauhemems: orwithin One Hundred(1W)feetof a Wetland or Submission of a SWPPP is required for all Constntction activities Involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 'T Will there be Site preparation on F�dsting Grade Slopes are part of o larger common ies I that will ultimately disturb f l s more aces of land; which Exceed Fifteen(15)feet of%focal Rise to a Including Construction activities imroitring soil disitabartces of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has detemdned that a SPDES perrrdt Is required for stone water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES Genera Permit 8 Will Driveways,Parldng Areas or other Impervious for Storm Water Discharges from Construction aativtty-Permit No.GP-040-M.) Surfaces be Sloped to Direct Stomt-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the Not.The NO]shall be into and/or In the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2 The SWPPP shall describe the erosion and sedimerd control practices and where 9 Will this Project Require the Placement of Material, required.post-construction storm water management practices that will be used andtor Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with go terms and conditions of this permiL In addition,the SWPPP shall Area?(this item coal NOTlsauae the hrsmu0w,of Ddve*W AProns.) El identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Che*Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site dishabanee Is between 5.0W S.F.&1 Acre io am, a StormaWater,Grading,Drainage&Erosion Control Plan Is Required Me that knot shall be prepared by i qualified Design ProfessionalterM Licensed in New Ydutc Southold and Must be Submitted for Review Prior to Issuands of Buildi Town ttmt Is knowledgeable In the principles and practices of Storm Water ManagemertL (NOTE: A(Deck Mark �hd W e complete App oom) toll and/orAr�uerforeadrQuestionts STATE OF NEW YOM Notary Public,State of New York COUNTY OF...........................................SS No.01 BU6185050 Qualified in Suffolk Counts f,4 That I ..... CIS...... ....being duly sworn,deposes and says tsilat lie/s a is rthe appnllicarint f Pe�mut, (Name o indrviduai slgnirg meM) Andthat he/she is the ..................................'✓...; SI �.......... ................................................................................................. (Owrb�!C,artrardoi:Agent,Cosp«ate oHtosr,etc.) Owner and/or representative of the O mer or Owners,and is duly authorized to perforce or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work wilt be performed in the manner set ford;in the application filed heremith. Sworn Lob re me this; ..,20.1c), Notary Public. ....4..... i� ?: ?`P..... ........................�...... ............... ..... . . ............... ..orApp�t FORM - 06110 'haw;z HallAniacr. x jt 5,.375 Main Road lekphoee(631)765-1302 �s ;� ax(F3E)? a Z P.O.�axii79 c r4 8 .]ichettGWrt.Sl3UDd.€"(Y.ufi 1301tlold,1V Y 1197 1'JDqs9 SING DEPART TOWN 0F S01 %o1,D APPLICATION FOR ELECTRICALaPE�TI�fV REQUESTED BY: _,�) I G��,e�_T 2 u'c`ne irate: Oolxlpat7y Name: � �� eL n• - _._._..,.......____._-_._,.,._,.�. Name-, ' Address: p_ a 1e C' �t'e - 11733 Phone± No.: S 16 q q3 r y 3 i 3 JOBSI`I-E INFORMATION- ("Indicates regt-til•A,d stiforTl:°�tlorl) *jtlal'1'PE'.: _ _�c�Q-t Yl q C�.1� �2✓lC�' . .. Address: g q �e-,e r, S�,r V1 A/.\/..._... Cross Street: _._... *P1110ne No'.- Permit No.: -- Tax-Map District: '1000 _ :�ec4ion:�.� ©Cock: - - ---- - - ) Lc�� 13R1tF DESCRIPTION OF WORK (Pleas Print Clear oy) 'UT GNP Ifle ase Clrcle Ali That a4ppiy) fls job ready for tnspect16n: YES 0 e Rough In Final - *Do-ycucreed a Temp Certificate: ES No Tamp Information.(If needed) *Service Size: I Phase . OPhase 100 150 00 -300 350 400 Other New Service: RL-canned Underground Number of Meters Change of Servlc;e: ,., �brhd6d ddlticnli Information: Pffli= IaUE�lVi'i'P�Pk�p�.iGATION B Request for lnspedon Force :OWNER STREET VILLAGE DISTRICT SUB. LOT _ - - 40A FORMER OWNER - N ACREAGE 0 iZl _ o` —; ;' TYPE OF BU I LDING ... ... _- _-6. �Y iZ RES. SEAS. VL. / FARM COMM. I IND. I 01 CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS . 3 2 " es AN0-0 (/ �/ /✓V V Y W ` 't) Oq ft�G `< A NEWNORdV1AL �.. :..—BELOW ABOVE FRONTAGE ON WATER Farm Acre _ . Value Per Acre Value FRONTAGE ON ROAD Ti:Ildble. 1 Ti liable 2 67Z - DOCK Tillable, 3 Woodland ,Swampland hla f3r.Usv►,d ' r f lowse Plot - ' Toto E) 0 TOWN OF SOUTHOLD PROPERTY RECORD CARD OUVNER STREET VILLAGE DIST. SUB. LOT Laf In 1--1 FO:Rm OW Ejk N E'I ino a ACR. Qs � 7 S W TYPE OF B ILDING Alez- RES. SEAS: VL. FARM COMM. CB. MICS. Mkt. Value [ N+D IMP. TOTAL DATE REMARKS 119 sr �? l v 0 40 — m a�Lf i41—6/)P7, � � Is dos 6P � .�►z� rcp�.ces I�P��a��o �5105 U-4- _1A$ 41ctr-c--S PIP I gltz7 /z 27 5- sez Tillable FRONTAGE ON WATER FRONTAGE ON ROAD �' Woodland Meadowlamd DEPTH House Plot BULKHEAD To'taI a r owns Owosso MEMO MEN ' v wYr5_ < ,••�.t,_ .- T.n S 986..r2*iF:?t- t d+'.4' r's 2 <.- i■■■■ii■■i■!:_,■■■■■■i■■■i■■i■■■■■ ��ylilll 'l� "` i„iti iiiei , � iy ■ Interior Finish �v , ,., ... ; .r x_ o ,. 1■■■■■■■■■■t■■■III■■�!�■■■■■■■■■■■■■ 1■■■■■■■■■■■■■■III■liiiii■■■■■■■■■■■■ i • Woodstove John Cronin, P.E. P.O.Box 130 Shelter Island, NY 11964-0130 Voice. 631-252-1167 Email. capticcpe@optimum.net March 5,2012 1 F Town of Southold Att.:Building Department 54375 Main Road MAR - 5 2012 Southold,NY 11971 Re: Existing Septic System for 895 Leeton Drive, Southold BLDG.DEPT. TOWN OF SOUTHOLD To Whom It May Concern: I have reviewed information provided to me by Morris Cesspool Service,Inc.and its president,Douglas A.Morns, concerning the cited septic system. It is my understanding Morris uncovered the system for inspection on February 28,2012. Mr.Morris reported that there are three(3)3'x 8'diameter pools,each having an approximate capacity of 1000 gallons. All three(3)pools were found to be constructed of cesspool block and reportedly showed no visible signs of settling,shifting or collapse. My analysis indicates that the existing leaching pool surface area,as well as the pools'total volume,would equate to at least the minimum requirements currently necessary to receive flow of household wastewater from a residential building of up to four(4)bedrooms. The Morris inspection was limited to the installed structure and did not include nor does it address the plumbing and service lines within or leaving the building. My report here,as well as my analysis to support the system's effectiveness,is not a guarantee of future effectiveness for wastewater treatment and/or system integrity or function. If replacement of,or upgrades to,the septic system are contemplated in the future,it is recommended that a conventional precast septic tank and leaching pool(s)be installed in accordance with applicable Suffolk County Department of Health Services standards. Please contact me if you have questions or require additional clarification of this report. Very ours, ;D f Nepy Jo C. Cronin, r.,P.E., SECB, CBIE �' a N York State Licensed Professional En jeer r- .,^ �® 08&2 A A��FESSION�`� U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency Expires March 31,2012 NuUonn|Flood Insurance Program Important: Read the�instructions on pages 1-9. A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. CompAhVNAIC,,Nu 'be""' A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) 1000-59-01-11 A4. Building Use(e.g,Residential,Non'Rauidnntia|.Addition,Accessory, )RESIDENTIAL As. Lat.41 DEG 04MIN 10.6SEC Long.72DEG27MIN24SEC Horizontal Datum: [] m*D1S2r @D NAo18D3 *6. 8ttac at least o photographs nf the building if the Certificate is being used to obtain flood insurance. AI Building Diagram Number Z 88. For o building with ocoawlmpoceorandouum(s): A9. For a building with on attached garage: o) Square footage n[crawlspumeorenxlooum(s) 1539 uqft n) Square footage n[attached garage oqft b) No.of permanent flood openings in the coamlspoceo, b) No.of permanentflood openings in the attached garage anclusu,a(s)within 1'n foot above adjacent grade 8 within 1.o foot above adjacent grade u) Total net area of flood openings ioA8.b 1024 uoin n) Total net area ny flood openings inA9.b _____ oqin d) Engineered flood openings? 0Yun [] No d) Engineered flood openings? []' Yes [] No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bl.NFIP Community Name&Community Number B2.County Name B3.State B4.Map/Panel Number B5.Sufffix B6.FIRM Index B7.FIRM Panel B8.Flood B9.Base F��Sibvabon(s)(Zone 86103CO154 H Date Effective/Revised Date Zone(s) AO,use base flood depth) 1310. Indicate the source of the Base Flood Elevation(8FE)data or base flood depth entered in Item Bl [] F|8Pmfi|e OQ FIRM [] Community Determined [] Other(Describe)_ a11. Indicate elevation datum used for BFEin Item B9: []NGVo19uV 0 w/VD1888 [] Other(Describe) 1313. Is,the building located ino Coastal Barrier Resources System(C8 area or Otherwise Protected Area(OPA)? [] Yes. Q0 No Designation Date [] CBRG [] OPA Cl. SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Building elevations are based on: [] Construction Drawings. [] Building Under Construction* N Finished Construction *A new Elevation Codifiuutewill bo required when construction ur the building iscomplete. C2. Elevations—Zones A1`A3V.AE.AH.A(with BFE).VE.Vl-V30.V(with BFE).AR,ARIA,AR6AE.AR/Al-A30.*R/AH.ARIAO. Complete Items C2.o'h below according m the building diagram npunifindin Item AJ. Use the same datum ou the oFE. Benchmark Utilized Vertical Datum &AVD 88 Conversion/Comments Check the measurement used. ' o) Top of bottom floor(including basement,crawlspooe.o,enclosure floor)§.g [g feet []meters(Puerto Rico only) b) Top of the next higher floor 14.4 QQfeot []meters(Puerto Rico only) c) Bottom nf the lowest horizontal structural member 0/Zones only) ~_ El feet O meters(Puerto Rico only) d> *ttuuhud'gomga(top ofslab) ~— []1eut []meters(Puerto Rico only) o} Lowest elevation m machinery n,equipme,ptservicing the building 24.1 feet []meters(Puerto Rico only) (Describe type of equipment and location i Comments) � � umve�m�uce,�(nn/uh��Qmd�nm�bn building �1 QQ*eot El ' g) Highest adjacent(finiuhod)grade next hob�i/ding(MpG) 6.1 0fm,m []meters(Puerto Rico only) Lowest adjacent gradeaulowest elevation o[deck or stairs,including 0 feet []meters(Puerto Rico only) � IMP611TAN"f. In these spaces,copy the corresponding information from Section A. or.,nsuran C mpany,,., Building Street Address(including Apt.,t4nit,Suite,and/or Bldg,No.)or P.O.Route and Box No. P Nu a,,, oi SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insuranceogent/company and(3)building owner. Comments Signature Date 12/20/2012 EI Check here if attachments SECTION pqawfww—t!�!�FORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO BFE),complete Items El-E5. If the Certificate is intended to support oLOMA or LOMR-F request,complete Sections A,B, and C. For Items E1'�use natural grade,if available. Check the measurement used. |n Puerto Rico only,enter meters. s1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or belowtha highest adjacent grade(M8G)and the lowest adjacent grade(U\G). o>Top oy bottom floor(including basement,comWopone.nr enclosure)|n El feet El meters []above o,[]below the HAG. b)Top of bottom floor(including basement,cnuwlspomu,or enclosure)is __—_`----- []*oeL []meters []above or[] below the LAG. E2. For Building Diagrams6-g with permanent flood openings provided in Section a Items 8 and/or 9(see pages 8-Sof|nstrucUono).the next higher floor (elevation C2.bin the diagrams)o[the building io ----~--__ []feet []metano []above n, []below the HAG. E3. Att,xmou garage(top of slab)io []feet El meters []above o, []below the HAG. E4. Top o[platform of machinery and/or equipment servicing the building io _—__`---- [I feet []metam []above o,[]below the HAG. E5. Zone ADonly: |fno flood depth number ia available,is the top of the bottom floor elevated in accordance with the communitys floodplain management ordinance? []Yao [] No [] Unknown. The local official moxu'cartify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without oFEMA,issuauo,community-issued BFE) or Zone AO must sign here. The statements k,Sections A'B,and E are correct bm the best ufmyknowledge. Property Owner's or Owner's Authorized Representative's Name Address city State ZIP Code Signature Date Telephone Comments F1 Check here if attachments SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sedriorig A,B.C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8 and G9. G1.[] The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who io authorized by law bm certify elevation information. (indicate the source and date n[the elevation data in the Comments area bokom) G2.[] A community official completed Section s for building located in Zone*(withuuuu FEMA~issuod or community-issued BFE)u,Zone AO. G3.[] The following inmnnuuivn</tamsa4-Ge>is provided for community nnuup/uin management purposes. G6. Date,Certificate Of Compliance/Occupancy Issued G4.Permit Number G5. Date Permit Issued G7. This permit has been issued for: []New Construction []Substantial Improvement Gu. Elevation vf as-built lowest floor(including basement)of the building:_----`_--- []feet []meters(PF)Datum _____ 89. BFEnr(in Zone AO)depth of flooding at the building site: ' -- []ooeu []meters(PR).Datum G10.Comn«unitys design flood elevation ___`__- Oxoet O meters(Pp)Datum ____ Building Photographs See Instrmkr F-frr %tern A6. torsurance Company Use: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Number 895 LEETON DRIVE any NAIL Number City So State NY ZIP Code 11971 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." if submitting more photographs than will fit on this page, use the Continuation Page, following. 4, � .. tval�jrllrt f N11 i 4 a j W FAT 7 yr III r Building Photographs ContinuatiolA Page For Insurance Company Use: Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 895 LEETON DRIVE City SOUTHOLD State NY ZIP Code 11971 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View", and, if required, "Right Side View" and "Left Side View." r— � - i y. �ua r , ss. oF so�ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �coUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 21, 2012 David Keating 65 Kensington Rd Garden City, NY 11530 Re: 895 Leeton Dr, Southold, NY TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Csertif_icate of Occupar�cy:� W *Note: We need a final 9wQtion Certificate d letter from Engineer regarding Run-Off Control Application for Certificate of-Oi✓cup y"(Enclosed)m:m+..'. :s__wv m,+. lectrical Underwriters Certificate. (contact your electrician) ' A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT : 37031 — Demo/Reconstruction r :.1 v .LEE" TON -Owe•, ' x-s�Iy,f , � � • T �fu.13C � i R ` tort A/.L%WOMt D9LMMT%ON OR 4 Tl�-�c/�/7�-r ✓/. ��j__irtV'��/ THISSU:.YEYJSAY70LATL0 OF L ,• '• EECTION 7.0 OF THE NEW YO S_TATE (j I I�`r• }\ - jf 4DUCA*ION LAW. COFItS CK 4V15 SU.YE7 MAP NO 7 AEAIING AHE LA D$j rlT.a.•:U7:D"iC`L OR •`� L ISn`1 nC'nZ-f ` E.YROSS.D S'.M SNAu T;:�T C FONSIDEM :. GN 53�0�5 �� , f to Of YAJD r U.CZ*C. i VALL` GUARA!•TC.S.nc/!CPT D;,z". ,..RIM ` ONLY7..5�..f.:l;l.,,JM iNc SURYET V •� //� f IS PRE:AILL'.A C,O. ItS C:i ALF TO THE `J``�/� T'C.' �N FEEIi COh17AxT..i:.raG:A.ch/l1L AG!tiCYf'r IENDD:G I. T:TUIlJf4 LSI.D HALON. TO THE ASS:.w^.E''S OF fYI LEKMtKa HLSTL- ��EI rUTION.GUARAHIF+'S A.;E NO 7 iRANSFElA :';•zy TO AO7.TIONAI INSTIIUTIOIiS OR +� j /�LLF A/o r "CLENTR,rgG DR/vE " / '✓a c � •� ram^ �: / T��.:/ �= C� � N 9ti SURVEY OF PROPERTY v .�ti a AA T SO UTHOLD �pry� TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. rill), 1000-59-01 11 so- 1'=30' o MARCH 19, 2007 MARCH 11, 2011 (M.H.W., SEP71C & FLOOD ZONES) C QP d v cRq (�f ,1j0 'f nS/ � 4h ,�kh ;V�Gy�; i O. h - Q. f/./: �O'i�1d t4' f yQ CFO <we O S ?oo r- 1 stR� p9h � .op+ --• ---- yio I / 0 ✓i` �q op, e`Q 0'PE` hl° y 4� ., AREA=20,000 80. FT. � � 4�v�i� s,y �`N,Y �`Ll �NO. 49618 ANY AL7ERA770N OR ADD1770N TO THIS SURVEY IS A WOLA77ON ECON/C EYDRS, P.C. OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS ELEVA TONS REFERENCED TO N.A. V.D. '88. (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR I^LOOD ZONE FROM FIRM MAP NUMBER 3610JC0154H 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON• .>EPTEMBER 25, 2009 SOUTHOLD, N. Y. 11971 ��-131 ��. N SURVEY OF PROPERTY +�o A T SO UTHOLD o o�� TOWN OF SO UTHOLD 00 SUFFOLK COUNTY, N. Y. �� oo• 1000-59-01-11 \Fµ s� ti0 SCALE: . 1'-SCALE: ` �,p,\ A� MARCH 19, 2007 Y APRIL 5, 2012 (foundation) �o�eP pv G;?4k s boo ,�j 10 CLP- .yh GO�OJo`ppP -00<1 5 moo? \ba s� •�, c��Z ti/ os , F. O 10 O tiRR� i •00+ A� `�O� Lei` e�e� 2012 BLDG.DEPT. TOWN OF SOUTHOLD -9�� ,�o�ti� � P� goo• . F O. Y c� • ARE _ A 20,000 SCE. FT. L/C. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY /S A WOLAT70N ECON/C S EYORSP.C. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS. ELEVATIONS ARE REFERENCED -TQ N.A.V.O. 188 (631) 765-5020 FAX (631) 765-1797 HEREON'ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF FLOOD ZONES FROM FIRM,36103CO154 H P.O. BOX 909 SAID MAP.:OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SEPT. 25, 2009 1230 •TRA VELER STREET O l —131 WHOSE SIGNATURE APPEARS HEREON. $DUTHOL D, N. Y. 11971 r REScheck Software Version 4.4.2 Compliance Certificate Project Title: Keating Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 18% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Leeton Drive Nancy Dwyer Design Consulting Southold,NY Southold,NY of. • - - pmg@g Mwaf .®- • Compliance:3.1%Better Than Code Maximum UA:425 Your UA:412 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Grossont. G lazing: UA Assemblyor Perimeter LI-Factor Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1449 30.0 0.0 48 Wall 1:Wood Frame,16"o.c. 2602 15.0 0.0 164 Window 1:Vinyl Frame:Double Pane with Low-E 273 0.320 87 Door 1:Glass 195 0.310 60 Ceiling 1:Flat Ceiling or Scissor Truss 1500 30.0 0.0 53 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.2 and to compl ith the mandatorytiquirements listed in the REScheck Inspection Checklist. C n nat F:-- J1411 Name-Title Si nature Date' OF N yp Y09 NER C�O� 1' f 822" ��c9 Project Title: Keating Residence Report date:02/07/12 Data filename: C:\Users\nancy\Documents\keating res.rck Page 1 of 4 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/doorjambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayediblown insulation extends behind piping and wiring. M Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Project Title: Keating Residence Report date: 02/07/12 Data filename:C:\Users\nancy\Documents\keating res.rck Page 2 of 4 Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ci Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Project Title: Keating Residence Report date: 02/07/12 Data filename: C:\Users\nancy\Documents\keating res.rck Page 3 of 4 (� Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Li Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: Keating Residence Report date: 02/07/12 Data filename:C:\Users\nancy\Documents\keating res.rck Page 4 of 4 2010 New' York Energy 3 Conservation Construction Code Certificate atto Rat e Ceiling/Roof 30.00 Wall 15.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): ®.. . r Window 0.32 Door 0.31 NA o .. . eclw. Heating System: Cooling System: Water Heater: Name: Date: Comments: KEATI NG RETAIN STORM WATER RUNOFF o o w PURSUANT TO CHAPTER 236 N NEW CONSTRUCTION Q O OF THE TOWN CODE. w z N o J APPROVED AS NOTED w Q = z DATE /Z B.P.# lu \ z - FEE: ��_BY w _ NOTIFY BUILDING DEPARTMENT AT o o m 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS' \ 1. FOUNDATION -TWO REQUIRED / FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING. STRAPPING, ELECTRICAL&CAUL)ONG 3. INSULATION 4. FINAL-CONSTRUCTION &ELEC7 )chk1-- Zi MUST BE COMPLETE FOR C 0 ,/ o ALL CONSTRUCTION SHALL MEET JHC } REQUIREMENTS OF 1 HE CODES o-VW-0 EXISTINGexlsnNG cIa FWG80G8 G14 YORKSTATE NOTRESPONSIEi.E--Fog DESIGN OR CONSTRUCTION ERbk5 o -'�5 o O FLOOD ZON, — .. .. CO"MFLY WITH CfI P-TER 148 .. ._ —� FLOOD U,ARIAGE' PRUVENTIO"1 SOUTFtOc, c►' NOOE _ PLUMBER CERTIFICATION W \ ON LEAD CONTENT BEFORE z CERTIFICATE OF OCCUPANCY w z EXISTING C) EXISTING F�(ISTING, LN H, CW345 CM45 SOLDER USED IN WATER � 0Ln 0 SUPPLY SYSTEM CANNOT U- o EXCEED 2110OF 1%LEAD. Q PLUMBING .• •. ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING FLOAT SLOTS I I , RODENT SCRI=EN "- SMART VENT FLOOD VENT MODEL# 1540-51 1; MAXIMUM A� Y� 12 ABOVE FINISHED GRADE • OR WATER FACING ELEVATION ° ` :m ' UNLAWFUL. z M i *u 4" = 1 '-0" SCALE i sTl .:wT CERTIFICATE G) � O C) (f) > � >- Lo Ow � U U z t zzom Z � = wI-- � O S Cr PAGE: ® 05822� . ! r 4 r : y, N Z _ 0 0cz Q 0 W Z N J _z J W / JLL 11 11 IT \� / — C125 E-: -u L C14 C145 C145 P4045 C145 } C \o C C135 W FWGGOG5 �\ FWGGOG,5 FN?13168 FWG80G8 U Z W Z 0_ V J ~ W - _ rrR/�/ Q V z0� Qo wo U — z_ � DECKSIDE ELEVATION °' 4" = ) '-0" 5CALE LU <9 �O � C) (f) � � >-- OW � Uvz , zzom Lu � O (!) a. ()F PAGE: 04. NEW CONSTRUCTION N N C z Q � N > Z p uj I I O Z W LtJ — Ed I U Q \/ C14 CW 145 I CW 145 I I I C24 i \ O I O � I s N N j Z I y L c o o � O o O FWGGOGB C145 J (n - I OUTLINE OF EXISTING EXTERIOR WALL* ROOFLINE I TO BE REMOVED ILJ U z uw z IC o L wo CL/ C Q U o w z � NEW CONSTRUCTION 0 n W BACK ELEVATION -- --- ---------------------------------- 411 = I I-011 SCALE OIJI I.I IVC OF CJ(15111V1i ROOFLINE TO BE REMOVED U - I EXISTING Z t\ Lu DO ( ) 1�^ u/ C14 O W EXISTING EXISTING U U G zzom - 0 �0 -.— —.—�— - z _ w e- Co PAGE: SIDE ELEVATION .,c� �R 16° = P-O°5CAIF PROV. EPDXIED#4 STEEL PEBAR VERT. @ 12"O.C. INTO EXISTING FOUNDATION WALL* NEW WALL ABUTTING (TYPICAL ALL AREAS) NOTE: - _ _ __ N PROVIDE HYDROSTATIC FLOOD i OPENINGS @ I SQ. INCH PER EXISTING FOUNDATION WALLS I SQ. FOOT OF FLOOR AREA. TO BE REMOVED WHERE INDICATED 13-s^ z N USE SMART VENT", SEE L EXISTING CHIMNEYg p — FOOTING MANUFACTURER SPECIFICATIONS p _/_ — IL/ N 71 Q O N -tit- PROVIDE l III 51MP50N PHD5 I HOLDDOWN (fYP. 2) j•: EXISTING GIRDER AND JOISTS ANCHORS AT ALL CORNERS U TO REMAIN; SUPPORT AND I NSOVLATION3O THROUGHOUT z m PA15E TO MEET FEMA ELEVATIONS Lu w EXISTING F.J. -I ^.TO REMAIN 8" DIAMETER ANCHOR BOLTS o cn c W/ 7" MIN. DEPTH @ 48"O.C. SONOTUBE FOR ON FOOTING 2"X 10" IF I :'.• I W/ MIN. 3'X3"x8'WASHER @ PLATE TO REMAIN; RAISE GIRDER —III @ I6" O.C. PROVIDE POST BETWEEN Ia "NOTE: EXISTING 0-3" ( Q. I HEIGHT FROM SLAB TO J0115T5; O RAISE TO MEET FEMA 6-0--� � REQUIREMENTS +/-3-0" S 5_0° 6_4 Q ... 3 2' COLUMN BURIED IN p > z 0 2'-0"X 2'-0"X 1'-0"POURED w III CONCRETE FOOTING LOCATED FROM HEADER POSTS ABOVE O —1 i .b: I O Q x < ... N 2! N III 4" P. CONC. SLAB ON 8" POURED CONCRETE o PROVIDE NEW BLOCK ON •.. I I FOUNDATION WALLW/ v I I � COMPACTED FILL EXISTING FOUNDATION WALLS TO MATCH HEIGHT OF NEW-, 1'-4"X 8" J. FTG.; PROV. NEW SILL PLATE W/ANCHOR BOLTS '-a: 2-#4 REBAR IN FOOTING III (TYPICAL ALL AREAS) 3- 2"X 1011 I LL! _ 2"X 1 O" F J �� DAMP PROOF PERIMETER U � N DGE @ 16" O.C. OF FOUNDATION WALL Z o Q I I h I (TYPICAL ALL NEW AREAS) Q z O r OSD II"IIIl(I'l Nm � I Q �o II I II.I.II.DOUBLE J0I5T5 UNDER GI 2"X IO" F.J. ALL PARTITIONS RUNNIN p @ I G" O.C. PARALLEL(TYP. ALL ARFAr4" P. CONC. SLA ON Q COMPACTED FILL w Q o - ll o — W � PROVIDE R 30� x , V b ° ( INSULATION 4. I cV dU ti 2"X 10" ACQ LEDGER BOLTED I ; I L N TO HOUSE FRAME WITH 5" FOUNDATION WALL LEGEND: 3 2" COLUMN BURIED IN I I 3- 2"X 8"ACQ GIRDER m "LEDGERLOK"SCREWS @ I G"O.C.; HANG D.J. FROM LEDGERWIIII 2'-0"X 2'-0"X 1'-0"POURED • _ � S M 50N 28 CONNECTORTH W LLING TO REMADATION IN CONCRETE FOOTING (fYP.ALL) :A_ I� TYPICAL ALL LEDGE R LOCATIONS N 2 ------ WALL TO BE REMOVED PROVIDE BEAM POCKET IN � III 10,�„ FOUNDATION WALL;51ZE 2"X 10" F J. cl, EXISTING BLOCK WALL TO AS REQUIRED t TAR BOTH @ 16" O.C. ENDS (fYP. ALL AREAS) I I G'-G 112" G�-2 1/2� BUILD I UP DDGHTO; NEW SILL 9'8" t ANCHOR BOLTS ' F '�2"X 8" ACQ GIRDED — — - ,�.:... a : b.::, o-• ..• _ �_ : 8" POURED CONCRETE U — {- FOUNDATION WALL Z IEDGER b LEDGER— .J L .J o — — WITH P-4"X 8"FOOTING — 0� N LEDGER7 PROVIDE 5IMP50N LGUM2G-2 Q v W T-9 112" 5'-1" T-s ii2" CONNECTOR BOLTED TO FOUNDATION o J �/ WITH TITEN HD 8".X 4" BOLTS x 0 uu 20'-8" N o Q 1 Z Lo 00 >- Oz � 0 x — G" 9-o u2° a-G u2° e�-G 112" a-G 112" 9'-0 112" G"X G" P05T ON 12" z z m 50NOTU15E W/POURED U Q CONCRETE FOOTING Z 6) _ 3- 2 X S ACQ GIRDER F F b 2-O X 2'-011 X I 1_011J. LL1(TYPICAL ALL FOOTINGS) Q OUTLINE OF DECK ABOVE; PROVIDE I"X 10" RIM BOARD CONTINUOUSLY AROUND k y On, 7;Af `F PAGE: FOOTING f RAM E PLAN °�005822� / �v�ICF.,nO.t� i 4" = 1 '-0" SCALE - — NEW CONSTRUCTION I � � v z N Nr l O w O p N STRUCTURE O O N 0 REMAIN AS ltXI5TING UTILITY ROOM W2 Q Z i GREAT ROOM = - MECHANICALS RELOCATED - DCI5TING TO REMAIN UNCHANGED N p FROM BASEMENT O m ~ S t W - O -In Q lu N INSULATED,FPSC m OUTLINE OF EXISTING 30G8 W/DOOR SWEEP CATHEDRAL5PACE o • NOTE: FIT z EX151TNG WINDOWS TO °P III _ REMAIN; RAISE TO NEW 3- 9 2' LVL HEADER; III j Q HEADER HEIGHT OF FLUSH TO JOISTS, c\ III J p G'-8" ABOVE FLOOR PARTIALLY DROPPED m = nl�J INTO ROOM E I -N - -_- -----� ------ I LO cv ------4 266 i > 1 17-0° P F R I I-a \ I a I I 1 RIDGE dU LEP, ANTRI� o --__ I I a /\ POST H ADER,i \\ CLOSEf _ ---I I > z ul p ISLAND II 01A KY 20�' 2GG8 WRAP FI oL a 2468 mVl AN; COLUMN BUILTTO o -- -�2Tlo6a r r - - E WA 1 I CLOSET +� O o�° MATCH KITCHEN `�j` (l,g FL OR ----- i i ---- = N @ O �Oo EXPANDED KITCHEN i i i I ------� �- I 2GG8 2668 cn 7-9" CEILING HEIGHT I J 2 6 ------ �-I ------ + I N z 11 RIB I S DDLE I ENTRY BATH l N -AN I I s( KELOGATED R/F XX 0 I I I J I I I _J I WATER N I I /I I\ I I ----------------J FACING Qo �o I t\ /I I I -------------- W D1 5'-a' BEDROOM U _ I z 7�i - --- - 11.1s 5Q.FT. 5/ Z O Z 2- I I g LVL HEADER17 � � FLUSH TO JOISTS, 9.8% ENT W 9.8%VENT 11- Q z a PARTIALLY DROPPED 1 �j o O Ul � I 230 TJI 9 2' F.J. - O WALL LEGEND: � Icn- @ 16" O.G. —� PROVIDER 30 g z ALIGN CEILING DOUBLE JOISTS UNDER INSULATION 0 �, ALL PARTITIONS RUNNING WI N @� WI WALL TO REMAIN p Lu o PARALLEL(Tl P. ALL AREAS) COVERED ENTRY Z w W3 ugIII U ------ WALL TO BE REMOVED O0 z = AZEK BEADBOARD 13,_5„ ______ (- SECTION LIVING ROOM D2 CEILING MATERIAL D3 secnoN Lu opC A J I II 7'-9" CEILING HEIGHT G. J A NEW CONSTRUCTION -{N� 2"X 4" FRAME R-1 5 1N5LUATION Q W/ I LAYER 5i PLYWOOD b I I USE SIMPSON HU SERIES a =�N " CONNECTOR TO CEILING N = SHEATHING t I LAYER,2' GYPSUM 6?I II JOISTS @ FLUSH HEADER BOARD ON INTERIOR W3 4... EDGE OF SECOND 2' X 8" C.J. 230 TJI 9 2° F.J. FLOOR ABA 2"X 4"STUD FRAME 16" O.G. (I I @ 16" O.C. WITH I LAYER 2' GYP5UM BOARD ON EACH 51DE; USE MOISTURE RESISTANT BOARD IN ALL KITCHEN, BATH * MUDROOM AREAS IIID2 PERGOLA TO RECI ONED7 IR�BOARD ON ALL AREAS FI REPLACE; D2 STYLE T.B.D D2 - HEADER NOTES: U 2 = PROVIDE 2-9 2" LVL HEADERS - I I8' LVL HEADERABOVE Z ABOVE ALL WINDOWS* DOORS UNLESS OTHERWISE NOTED 2O$, 'ALL NEW WINDOW HEADER HEIGHTS — 11 Inw TO BE 0-8"ABOVE FLOOR Z 8"SQUARE PERMACAST „j = 2"X 8" PERGOLA W COLUMN �- (TYPICALAL� o CR055 BEAM5 --I DECK Q ( Q >- 4"X 6" DECK BOARDS g O Lu <9 = Lo w zzom 4"X 4" POSTS, 2"X 2" ro _0 o u BALUSTERS WITH TOP#- BOTTOM RAIL5 Lu F- CONTINUOUSLY AROUND DOWN O OFF 5 LANDING PAGE: fit_ •7-�� 6 IF R5T F LOOK LAYOUT �o • , h 4 - 1 O SCALE5 Z N NEW CONSTRUCTION 0 0 2W Oz N o J (� � Q z Lu Z Q F-- � t� m (V V V DECK 2'-8" PLATE HEIGHT EXISTING OPEN TO BELOW .0 ° UNFINISHED ° ku ATTIC = CLOSET FL INSULATED DOOR a o WITH SWEEP o O s O 8— -u 6 a cn O INSTALL VINYL PAN UNDER N III LAUNDRY W/ FLOOR DRAIN II_j 1 i�\\ - 20 6 ° >i H ALL LI EN � _LN5111ATE_WALI�_-- -' oc _ POST CARRIED -AR6IJNDrtAUNDKY-- �� 'gyp ��-II W FROM ABOVE 11 .0 = DOWN - -- J O26684 2668 2668 ii i LU N BEDROOM UPPER CA INETSABO EX15TINGTO REMAIN UNCHANGED O m --\� a , _ -� 1 Lu o = DRYE CLOSET R II N -261 II 2668 2668 (� ~ --- O - I II W g------ I Q/ II Q Lu II la la ® 2668 CLOSET i OO �--- -------- ------JI Q _ BEDROOM �L Z PROVIDE FLASHING OVER ---�==-- ----- - 745°.F-r• S/D O ROOFING MEMBRANE U v 98% ITT b U I -O UP WALL I: ROOF AREA p 92 2"X 1 O" C.J. p= 3 I.. I @ I G" O.C. M RB WALL LEGEND: 3-14 X 7 4 LVL HEADER s DD N O TREAT FOR EXTEMOR ELEMENTS - - - - -- ------ -- ----i BATH WRAP FINISH I WALL TO REMAIN U I 0 w4 wMEMBRANE ROOFING Z I PROVIDE FRAMELESS OVER4"SHEATHING ON I D3 i GLASS SHOWER a� 13'-5° ______ WALL TO BE REMOVED ENCLOSURE�DOOR W I W8 W I JOISTS BELOW I NEW MASTER BEDROOM --- NYL PAN; NEW CONSTRUCTION 5i COVERED DECK I 36"HIGH FLOO AL ° 2"X 4" FRAME R 15 INSLUATION 4 X 6 DECKING OVER - 234 SQ.PT. S/D I o - W/ I LAYERg PLYWOOD U — ROOFING MEMBRANE 17.5%UGNT ® KNEE WALL z 9.8%VENT I SHEATHING I LAYER2' GYPSUM _ w BOARD ON INTERIOR L TEMPERED 2"X 4"STUD FRAME 2"X 2" BALUSTERS W/ I 12' PITCH 2"X 1 O" C.J. � WITH I LAYER 2' GYPSUM TOP* BOTTOM RAILS Io,�„ 13, BOARD ON EACH SIDE; USE J- CONTINUOUSLY AROUND I @ 16" O.C. W2 MOISTURE FE515TANT BOARD IN ALL KITCHEN, BATH * MUDROOM AREAS W2 * USE WONDERBOARD ON ALL AREAS z Lo Ln _ 8"SQUARE PERMACAST 14-4 TO RECIEVE TILE O LLJ U' COLUMN W2 U U Z HEADER NOTES Z Z m s s 15 a PROVIDE 2-5 2' LVL HEADERS J ABOVE ALL WINDOWS* DOORS Q O UNLESS OTHERWISE NOTED zo'-e" *ALL NEW WINDOW HEADER HEIGHTS W TO BE 0-8" ABOVE FLOOR C O F= r � SECOND FLOOR LAYOUT :lk :3l'�,z , " = P-O" SCALE PAGE: 0�8221 vJm�iN / \ z / \ L O w OL 0 N O N � New Drywell - - z I8'-0" 0 x 4'-0" deep .— . — . — . — . . — . — . — . — . — .— . — .— . — .- / O \ \ � w cl (s) om � Z Q z � EXTEND EXISTING CHIMNEY u'S t CHASE AS REQUIRED sz o . — .— . — .J 12 c z � 10 p i - O O PROVIDE FLASHING t CRICKET d J to 00 AT CHIMNEY INTERSECTION I O a15TING RIDGE TO REMAIN X NEW RAFTERS CONTINUED UP 10 7FJ FROM EXISTING RIDGETO NEW 3' Y 14" 1 A Rir)(,FW/ TT I 12 51MP50N C520 CONNECTOR 3 r— P05T CARRIED I (TYP. ALL RAFTERS) TH RU TO FOOT GS U z Z c9 Q J P� I LL_I �N (� 0 17, Lu Q 14 O o- 2"X 10" R.R 91�1 Q O @ I G" O.C. N I LU L 312 � � . — .— . — .— . — . — . .— .— . DZ 0 DO 12 x 31 �Z N � Z w O U' U ON W ARCHITECTURAL ASPHALT -+ 12 ROOFING WITH 1 5# FELT > v 3 r— N O J N OVER 8" CDX PLYWOOD _ Q WITH ICE t WEATHERSHEILD RUNOFF CALCULATIONS: @ PERIMETERS t VALE , I G I I x . l G7 x 7.5 = 2,019 gallons @ X I Ou R.R. Z (� Requires (2) 8'-0" x 4-0" rings (or equal) — 2"X 10" R.R. W Z @ I G" O.G. \� 2 O}- WE 3 vUZ , New Drywell - 8'-0" 0 x 4'-0" deep � zoo / Lu \ ROOF PLAN o \ " = 1 '-0" SCALE OFAfFp I� I. PAGE: .off 0582z1 !, 0 G� I a"X 14" LVL RIDGE W/ 5IMP50N C520 CONNECTOR APPROX. RIDGE (TYP. ALL RAFTERS) •• .• .. .. 2-2' C.B.TH RU G.J. t R.R. 12 (TYPICAL EACH) 16 O.C. 3 SIMPSON H7 3-12"X 7 4' LVL HEADER; �0"R� @ CONNECTOR TREAT FOR EXTERIOR ELEMENTS I 2 X R 30 INSULATION FASCIA WITH VENTED --- SECOND FLOOR CEILING WRAP FINISH 2"X 8" C.J./C.T. @ I G"O.C. SOFFIT O O w SECOND FLOOR WINDOW HEADERS BLOCKING U N 0 (f� Q - Z PROVIDE FLASHING OVER •• • 41) ROOFING MEMBRANE MASTER BEDR CAM 2"X 4" INTERIOR z z P-O" UP WALL 4- ROOF AREA STUD PARTITIONIII j" U Q } 2"X 4"STUD WALL @ o (n C) m SEE DETAIL"A" CONTINUOUS SOLID R-30 INSULATION I G" O.C. W/ R-15 INSULATION SECOND FLOOR BLOCKING B' CDX PLYWD. SHEATHING ° 2 CJ I G OC 230 TJI 9 2" F.J. @ I G"O.C. W/'TYVEK' HOUSE WRAP; HARDY FIRST FLOOR CEILING PLANK SIDING OR APP. EQ. FIRST FLOOR WINDOW HEADERS 4-92' LVL FLUSH HEADER USE 51MP50N HU SERES H r- � CONNECTOR TO CEILING AZEK BEADBOAKD N 2- 14"X 92' LVL HEADER JOISTS @ FLUSH HEADER CEILING MATERIAL 0 PROVIDE 5IMP50N C520 F STRAPPING ABOVE ALL NEW WINDOWS * EXTERIOR DOORS LIVING ROOM > z +� L NOTE: 2"X 4"STUD WALL @ ALIGN FINISH FLOOR HEIGHTS o O I G" O.C. W/ R-15 INSULATION NEW WITH EXISTING i O ELEVATED FIRST FLOOR HEIGHT �" CDX PLYWD. SHEATHING 4" PLYWOOD SUBFLOOR 2 J O W/ 'TYVEK' HOUSE WRAP; HARDY „ PLANK SIDING OR APP. EQ. 2 X I O F.J. @ 16 O.G. MW R-30 INSULATION 2"X 10" ACQ D.J. @ 16"O.C. ° 3- 2"X 8" ACQ GIRDER m 2- 2"X G"ACQ SILL PLATE ORIGINAL FLOOR HEIGHT OVER TERJMITE SHEILD BASEMENT OVER SILL SEAL; UNFINISHED/ UNHABITABILE 3 2' LALLY COLUMN BURIED IN PROV. H4 CONNECTOR ---/ PROVIDE SIMPSON C520 2'-0"X 2'-011'X 1'-0"POURED U--1 N W/ LPT4 CONNECTORS CONCRETE FOOTING (fYP.ALL) G"X G" POSTS = N U m - z N 8" 03 DIAMETER ANCHOR BOLTS W W/ 7" MIN. DEPTH @ 48"O.C. z0 W/ MIN. 3"X3"x8°WASHER @ PLATE ►- Lu 0 CL/ C) AB SERIES EXISTING GRADE CONNECTOR Q 8" POURED CONCRETE -�lFOUNDATION WALL W/ 4" POURED CONCRETE _ I'-4"X 8" d. FTG.; PROV. z O a 2-#4 REBAR IN FOOTING SLAB ON COMPACTED FILL 1 2"SONOTUBE W/POUPFD ° ~ m Q O (TYPICAL ALL AREAS) 2ON REET-0"OOTIINI� LLJ .. V FOOTING DEPTH (TYPICAL ALL FOOTINGS) BUILDING SECTION "All 1 '-0" SCALE 4 WINDOW AND DOOR SCHEDULE - HOUSE t GARAGE - ---- -- -- - - ---- -- -- -- - - - ! ------- - - I - - ------------- --- - - - --- - - `9:WS-' s I ` �1,;' ..9 6,,c DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WI C145 CASEMENT G.I G.G 10 5 25.9 -34.7 40 5 W2 C 1 4 CASEMENT 5.5 5.9 10 5 25.0 -34.7 40 5 TEMPERED ON STAIRS / \ WEATHERING SEVERE W3 CW345 CASEMENT 7.5 24.0 50 5 23.2 -29.3 40 2 U - MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(lbsf) FROST LINE DEPTH 3'-0" W4 CW145 CASEMENT 7.5 8.0 10 5 25.9 -34.7 40 2 z EXTERIOR BALCONIES GO TERMITE MODERATE TO HEAVY W5 C 1 25 CASEMENT 3 3.2 10 4 25.9 28.1 40 2 TEMPERED IN SHOWER ff^^ G) DECKS 40 DECAY SLIGHT TO MODERATE WG C24 CASEMENT 5.5 1 1.8 20 4 24.7 -2G.9 40 1 TEMPERED ON STAIRSCLV - ATTICS WITHOUT STORAGE 30 W7 C 1 35 CASEMENT 4.G 4.9 1 O 4 25.9 -28.1 40 1 z WINTER DESIGN TEMP. I I W 9 70 1 7 50 20 4 24 ATTICS WITH STORAGE 40 ICE SHIELD UNDER.- . 2G. - AS PER MANUFACTURER'S W8 P4045 PICTURE 14. J ROOMS(OTHERTHAN SLEEPING ROOMS) 40 - ,__�___ -� D O LAYMENT REQUIRED SPECIFICATIONS/STATE CODE D 1 FWH31 GB FRENCH WD.HINGED I G.1 I 1 0.9G 20 4 24.7 -2G.9 40 1 SLEEPING ROOMS 30 FLOOD HAZARDS (f) 1 D2 FWG0008 FRENCH WD.GLIDER 14.72 23.78 50 4 23.2 -25.4 40 4 z Ln CRITERIA FOR CALCULATION OF DEAD LOAD D3 FWG80G8 FRENCH WD.GLIDER 21.00 34.30 50 4 23.2 -25.4 40 2 LL_I , ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. TABLE R30 I .G _.._ _.. ----- - - - j .._. .. _.___..__.__ _ �__ _.,_._.__- .. , ..w.___. ._ ALL WINDOWS TO BEANIDERSEN,400 SERIES CASEMENTS,UNLESS OTHERWISE SPECIFIED _ __-----__,.___.___._-__-__.- _-_ _.. _ __ --.-__________.. _______-- Z z o m ARCHITECTURAL GRAPHIC STANDARDS WINDOWS TO BE WHITE EXTERIOR,PINE INTERIOR;WHITE CLASSIC SERIES HARDWARE;PROVIDE TRUSCENE INSECT SCREENS FOR ALL WINDOWS ALLOWABLE DEFLECTION OF STRUCTU PAL MEMEBERS SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS,BOTH NEW#EXISTING WINDOWS;PERMANENT EXTERIOR,REMOVABLE INTERIOR v O SNOW STRUCTURAL MEMBER ALLOWABLE DEFLECTION -- -------- - --- GROU ND SNOW LOAD 45 Ibs. Rafters havincj slopes greater L/1 80 _____ _. _... __-. _ ..._ � 1 CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. than 3/1 2 with no finished cellln - -- - - -- O SEISMIC attached to rafters COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER t E MEETS NY STATE EGRESS REQUIREMENTS FOR TABLE SACE. CUSTOMIGRILLESP SEE ELEVATIONS C B Interior walls t-partitions H/180 - - - - - - - TABLE R301.2 (2)NEW YORK DESIGN ATEGORY STATE BUILDING CODE. Floors t plastered cellln s L/3G0 WIND All other structural memeber5 U240 WALL OPENINGS INCLUDIING WINDOWS AND DOORS SHALL BE PROTECTED WITH KEMOVEABLE 5/8'WOOD STRUCTURAL PANELS FOR SPANS UP TO 8'-O'SHALL BE 2 1/2'-#8 AT 1 2'O/C. TABLE 301.2.1.2 FASTENERS WIND SPEED 1 20 mph Exterior walls with la5ter or H/3GO WITH MAXIMUM OF 8'-O'SPAN. FASTENERS FOR SPANS UP TO G'-O'SHALL BE 2 112-#8 WOOD SCREWS AT I G'O/C EXPOSURE CATEGORY B stucco finish -. _._.._ _ _____ --------____ 1 .. . . dAZ ;3; Q ------ - i - - - - - - Exterior walls- wind loads with U240 PAGE brittle finishes ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED - Exterior walls - wend loads with UI 20 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. All EXTERIOR - - - - - - - = - - - - --- -- flexible finishes RE�RTO SECTION R 609EI I4 FOR ALTERNATIVE OPENING PROTECT ION.NEW STATE_ _RESIDENTIAL CONSTRUCTION CODE. I ! �QA� U,�j82n� DETAIL DIAGRAM I INSTALLATION INSTRUCTIONS MODEL 1540-510 Smart VENT DUAL FUNCTION FLOOD AND VENTILATION VENT Smart VENT & DETAILS z 877-441-8368 877-441-8368 MODEL 1540-510 www.smartvent.com I G 1/4"R/o - www.smartvent.com DUEL FUNCTION FLOW.MD VENTILATION VENT STRAP SLOTS USE TWD TOP l� AND TWD BOTTOM I INSTALLATIONINSTRUCfIONS c17 N BEHIND THE RODENT SCREEN,LOUVERS AUTOMATICALLY OPEN AND CL05E WITH 1. Remove vent door from vent fame.(rum upside down,rotate bottom of door outward and glide out) O W 8 1/4" TEMPERATURE.NO ELEC KaTI'IS NEEDED py g ^, p g( g) ,^ ^I Lu li 2.Prepare a CLEAN 16.25"wide b 8.25"hi rough opening(approx.1 block wide X 1 block high)for each vent Enslee the bottom of die V_)I `V R/o rough opening is no mom then 12"above the finished grade. O 1' 3.Apply a bead of polyurethane caulk around the back of the Range on the vat fame.(FIG.2) Q Z N [) GAULR LOCATION 4. Bad the 4 steel shape to the thickness of the wall measuring fora the end with the teeth see STRAP DETAIL 8" SQUARE PERMACAST (F ANGO S.Ineed the top straps into the top two strap slots about two dicks. C) COLUMN 6. Insert the vat fame in the cut opening.The bent chap ads go in than up behind the inside ofthe wall. o e 4 Push the frame tight against the face of the wall.Ensure tire flame is flush and square in the opening.(FIG.3) IoAT 7.Reach through the vat opening and dick the two straps in while holding the front of the vat against the wall face.The sharp paint of the straps should not aktmd past the font of the vat face.Install the two remaining bottom straps. (� °�� 8.Re-check that fame is square and slot are clear of debris,and caulk. Z ROOF MEMBRANE FIGURE 1 9.Install the door into fame by grasping the bottom of door(with Boat pins down)and font(small semen in font).Slide door into fame J U N D ERIAYM ENT STRAPS INSTALLED 2 O J LU and rotate until it is latebed. II II TOP TWO ON BOTTOM �y I , \ 2- 2 X 4 END RIM VENT 10.To open the door insert two credit cords into the Boat slot as shown in the diagram.This will unlatch the door for removal and cleaning. n�// V /- DOOR �r Q (n 1) CD DETAILED SPECIFICATIONS: 4" BEDMOULD �"X G DECKING MATERIAL-TYPE 316 STAINLESS STEEL 4 VENT STRAPS OPERATION FLOOD:AUTOMATIC NON-POWERED ACTIVATION AND OPERATION I"X 3"SLEEPERS FIG RE 7T�FRAME v n VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED "x FASCIA; EXTEND 3u n a OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG.FULLY CLOSED AT 35 DEG. NO POWER REQUIRED 4 SHEATHING 12-MAX FROM NSTALLATION: 2' BELOW FACE OF SOFFIT FINAL GRADE 4a SECURED W/4 STAINLESS STEEL STRAPS SUPPLIED FIGURE 3 a HYDROSTATIC RELIEF:20D Sq. Ft per Vent q p� �I-� ��- 11 l lJi\l.i J VENTILATION: 51 Sq.Ft per Vent NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION CONTINUOUS 2" STRIP VENT �7� REQUIREMENTS FLOOD:MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS BY CORA OR APPROVED EQ. DECK JOISTS/CEILING JOISTS I ,- aTF°-®�era COLORS: EXTERISTAINLOR POWDER C) EXTERIOR POWDER COATED WHITE.TAN.GRAY,AND RUST (AVAILABLE) _ STRAP DETAIL. 80° �1 `;° gin° ZI Smart VENT. 2"X 3" BLOCKING TEETH RUST CLICK IN TIGHT TO INSURE m DUAL FUNTTON FLOOD SECURE INSTALLATION. "°°°° 877-441 8368 AND VENTUATTON VFNr MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SEC FORTH BY: 0 BEND PAST 90'FOR5 NG WAW.SMMIVENT COM MODN].1 Sbo-31a BACK ,,, FEMA,NF[P,ICC,&ASCE � } Ix FREIZE BOARD DRYWALL CEILING SUPPORTIVE DOCUMENTS,TB 1-93,44CFR 60.3C 5 ASCE 24-98 I Soo-5 I O ( x� ICC EVALUATION#NER-624 � j Z 4-3 i N � � FREIZE BOARD OVER I X 2 o O CONTINUOUS BLOCKING M i o LIVING ROOM RAFTER NOTCHED RAFTER RAFTER RIDGE RAFTER RIDGE TOP PLATE TOP PLATE —O WALL STUD W WALL STUD U z TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION W^ Z � ) O V J ~ LU C) DETAIL "A" 0 2ND.FLOOR WALL STUD KING STUDS W SCALE: 2' = I'-O" LZ_�� O WOOD JOIST ( WOOD JOIST 2ND. FLOOR PLATE CRIPPLE STUD 1— CL SUBFLOOR 0 BLOCKING JOIST HANGER RIM BOARD HEADER -0 LUCL GIRDER/F FADER ]ST.FLOOR TOP PLATES JACK STUDS WOOD GIRDER WOOD JOIST I ST FLOOR WALL STUD JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDEMEADER TYPICAL HEADER CONNECTION GENERAL WIND PROTECTION CONNECTION NOTES TYPICAL MULTI-STORY CONNECTIONS Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 and 2001 SBC High Wind Edition Wood Frame Construction METALHOLD- Fasteners and Connectors for Wood Frame Construction BOTTOM PLATE O DOWN STRAP SUB FLOOR 38-I Gd SINKER WALL STUD DOUBLE JOIST NAILS AS PER 3-2"X4"WD STUD I . A continuous load path between footings, foundations walls, floors, studs and BOTTOM PLATE IST.FLOOR WALL STUD MANUFACTURER BATHTUB —@ CORNERTYP. roof framing shall be provided. DOUBLE JOIST pRat 2"x4"SILL 1ST.FLOOR PLATE PLATE SUBFLOOK U — 2. Approved connectors, anchors and other fastening RIM BOARD devices not included in RIM JOIST TYP. Z 40 _ the Standard Building Code, Table 230G, I Shall be installed in accordance with DOUBLE JOIST FOR NOWBFAP.ING WALLS DBL SILL PLATE manufacturer's recommendations. DOUBLE SILL PLATE r � DOUBLE JOIST FOR UNDER A BATHTUB ANCHOR BOLT (1)k4 P.EBAR IN V FOUNDATION WALL SHEAR CONE-MIN. 3. Metal plates, connectors, screws bolts, and nails exposed direct) to the 12"LENGTH W Z I' ' p y PROVIDE I/2"SPACING 30"MIN. FOUNDATION weather or subject to salt corrosion in costal areas, shall be Stainless steel or BETWEEN THE END STUD REBAR LENGTH WALL TYP. _I OTHER STUDS hot dipped cjalvanized. AND THE FOR ALLOW NG 1/2"MIN. O CONNECT CORNER STUD SILL GAStKET HOLDDOWN INSTALLATION TO TRANSFER SHEAR I ST.FLOOR TO FOUNDATION CONNECTIONS FROM CORNER Q ,^ 4. Where windows and doors interrupt wood structural panel sheathing and ® FASTEN WITH TERMITE SHIELD COMMON NAILS) 1GG"O.C. z siding, framing anchors or connectors shall be provided at the top and bottom METAL HOLD-DOWN O LU of cripple studs, header Studs, and at least one stud at each side of o enin DBLRLAPJ SILL JOINTS) ® ENDWALL WIND RESISTANT CONSTRUCTION CONNECTORS U U Z pp p 9• (TO OVERLAPJOIN7S) SIDEWALL Z z 5. Ridge straps shall be attached to each pair of opposing FOUNDATION WALL rafters except where SHEAR WAI_LCORNER CONNECTION CONNECTION LOCATION: PART NUMBER: NOTES: pJ ('n collar ties of I xG or 2x4 lumber is located in upper third of attic Space and RIDGE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS Q �_ O attach to each pair of rafters. z = G. Uplift connectors shall be provided at each rafter bearing. sill PLATES To FOUNDATION ANCHORING RAFTER TO-WALL H7 APPLY TO EACH RAFTER W F— RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER ) 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' 0 of exterior corners. CONSTRUCTION DETAILS 4 WIND LOAD PATH CONNECTION DETAILS PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD NOT TO SCALE 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the 2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD foundation with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x ()F t�E6 y HEADER-TO-JACK STUD C520 12" APPLY TO EACH JACK STUD 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 G� inches of each end of each late. Anchor bolts shall have a minimum embedment CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD p ��;° .tag&3 : �- of 7 inches in concrete/masonry foundations. Anchor bolts shall be located ' h ro� SHEAR WALL HOLDDOWN ANCHOR SSTB I G APPLY TO EACH 51DEWALL END within 12 inches of corners and at s acre not exceecImcj 4 feet on center. g A IST. FLOOR UNDER SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE PAGE: (USE WITH 3" SQUARE WASHERS) t.. USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. 058212 FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. y OFESStO OO g N z o ON Lu � O N � 30'-4 - _0 Z � lu w p � �DECK m OPEN TO BELOW GREAT ROOM m CLOSET o s � � > z L m c N UP DOWN L O Zzzzz O CLOSET CLOSET J O o CLOSET MASTER BEDROOM O ( N BATH CO- BEDROOM m BEDROOM KITCHEN - - W ENTRY N U z 0 o w z _ O_ W. ui ui \/ 1 ® o EEI- �4�_�0�� 9,_�„ Q 000 o w -- 7r==771 O Q O LLJ DECK DECK U - z � DOWN O Ln �-- O z <9 Uv � zoo FIRST FLOOK EXISTING SECOND FLOOR EXISTING o0 " - 1 '-0" SCALE " = 1 '-0" SCALE 4 - 4 OF N'rhy op + ! t� ' ', ► F PAGE: 10 z Lu NEW CONSTRUCTION z w N w z N Q g LL n N J — = Z � H p > STRUCTURE O W2 0� O� O Q N z R1 MAIN AS VISITING UTILITY ROOM I w GREAT ROOM c� Q EXISTING TO REMAIN UNCHANGED U MECHANICALS RELOCATEDoz - Z - p FROM BASEMENT = O z o m ~O w w u� z O - = O N � � N o m INSULATED, FPSC OUTLINE OF EXISTING a v CATHEDRAL SPACE 3068 W/DOOR SWEEP , -d _ Na00 * NOTE: = E 15ITNG WINDOWS TO Iu IT ni ~ REMAIN; RAISE TO NEW 4- 1 I Z' HEADER; UP HEADE uP HEADER HEIGHT OF FLUSH TO JOISTS, 0-8" ABOVE FLOOR PARTIALLY DROPPED I m = INTO ROOM _ k D L—O——E T 2i6 AN-Ir CL05rbUF D ISLAND A TR 2 2GG8 24 IVl AN;�_ I I N SNp� CLOSET oN czO�E L OOF I I nD I I N ----- 2GG8 2GG5EXPANDED KITCHEN I r — T-9" CEILING HEIGHT _ 2V/ E ------ -------- cJ� z N I I Q DI � STHENTRYI 1 RIF WFAACTIENRG �II IIi txWo H =�J>1N --- RELOCATED I (Dn ILJ DI O BEDROOM I � U O Z 2- I I8" LVL HEADER SAD L1J J 17.5%LIGHT "") �`�----�' FLUSH TO JOISTS, s.8%ve"r 'L p z U Q PARTIALLY DROPPED -' U III 230 TJI 9 2' F.J. o _ WALL LEGEND: ~ @ 1 6" O.G. PROVIDE>F-30 p = 11J z ALIGN CEILING DOUBLE JOISTS UNDER INSULATION O - Q WALL TO REMAIN p ALL PARTITIONS RUNNING wl cal WI z Lu O PARALLEL(TYP. ALL AREAS) I COVERED ENTRY 0 w3 AZEK BEADBOARD (o ------ WALL TO BE REMOVED SECTION = LIVING ROOM CEILING MATERIAL D3 secnoN W O A �Nil 7'-9" CEILING HEIGHT D2 � A NEW CONSTRUCTION � 'L =,Nw 2"X 4" FRAME K-15 1N5LUATION _ < W/ I LAYER 5i PLYWOOD b J 9 USE SIMPSON HU SERIES w a III CONNECTOKTO CEILING N = SHEATHING It I LAYER 2" GYPSUM FLUSH JOISTS @ HEADER BOARD ON INTERIOR w3 EDGE OF SECOND 2"X 4" STUD FRAME "X 8" C.J. 230 TJI 9;' F.J. FLOOR ABOVE 16" O.C. III @ 16" O.C. I WITH I LAYER 2' GYPSUM III •• BOARD ON EACH SIDE; USE MOISTURE RESISTANT BOARD IN ALL KITCHEN, BATH It MUDROOM AREAS III D2 PERGOLA I• USE WON DEKBOAKD ON ALL AREAS - TO RECIEVE TILE FI REPLACE; D2 STYLE T.B.D D2 . HEADER NOTES: " ' U - 2- 1 18' LVL HEADER ABOVE Etz PROVDDE 2-9 2 LVL HEADERS WINDOWS A DOORSUNLESS OTHERWISE NOTED•• *ALL NEW WINDOW HEADER HEIGHTSlu TO BE 0-8"ABOVE FLOOR 8" SQUARE PEKMACA5TW 2"X 8" PERGOLA W COLUMN (TYPICAL AW o . CROSS BEAMS -J DECK = Q __.____ 0 cfJ r I' r. : '' Ln Lu �o 4"X G" DECK BOARDS Ij i� U z ... x 7 4"X 4" POSTS, 2"X 2" m `J BALUSTERS WITH "--- TOP* BOTTOM RAILS Lu CONTINUOUSLY AROUND DOWN - - C) O 0 N, a fop D E h+l, LANDING ' } i m PAGE: F I RST F LO O R LAYOUT � � 4" = 1 '—O" SCALE ' DETAIL DIAGRAM INSTALLATION INSTRUCTIONS z MODEL 1540-510 Smart VENT DUAL FUNCTION FLOOD AND VENTILATION VENT Smart VENT & DETAILS 877-441-8368 877-441-8368 MODEL 1540-510 lu www.smartvent.com I G 1/4" R/0 www.smartvent.com DUEL FUNCTION FLOQP.AM VENTILATION VENT 5TRAP 5LOT5 USE TWO TOP AND TWO BOTTOM INSTALLATION INSTRUCTIONS Z BEHIND THE RODENT SCREEN,LOWERS AUTOMATICALLY OPEN AND CI_O5E WITH 1. Remove vent door from vent fiame.(Tom upside down,rotate bottom of door outward and slide out) W Q u�I 4n TEMPERATURE.NO ELECTRICITY 6 NEEDED 2.Prepare a CLEAN 1625"wide by 8.25"high rough opening(appro 1 block wide X 1 block high)for each vent Ensure the bottom ofthe Q F— N C 8 I/411 �0HE rough opening is no more than 12"above the finished grade. O O N 3.Apply a bead ofpolyumthurle caulk around the back ofthe flange on the vent fame.(FIG.2) O N Q CAULK LOCATION 4. Bend the 4 steel straps to the thickness ofthe wall measuring from the and with the bwffi ace STRAP DETAIL —1If (FlANGD 5.Insert the top straps into the top two strop slots about two clicks. U_ Q (V Z 6. Insert the vent fame in the cut opening.The bent strap ends go in then up behind the inside ofthe wall. ° Push the fame tight against the face ofthe wall.Ensure the fame is flush and square in the opening.(FIG.3) FLOAT SLOTS 7.Reach through the vent opening and click the two straps in while holding the font ofthe vent against the wall face.The sharp point ofthe straps should not extend past the font ofthe vent face.Install the two remaining bottom straps. (� S.Recheck that fame is square and slots are clear ofdebris,and caulk. Z FIGURE 1 9.Install the door into frame by grasping the bottom of door(with float pins down)and front(small screen in font).Slide door into fame J w STRAPS IN N BOLO 2 ON and rotate until it is latohed. TOP TWO ON BOTTOM � Q < � \ VENT ,% -ii 10.To open the door insert two credit cards into the float slots w drown in the diagram.This will unlatch the door for removal and cleaning, Q Q /�- DOOR �r DETAILED SPECIFICATIONS: MATERIAL:TYPE 316 STAINLESS STEEL VENT 5TRAPS OPERATION FLOOD:AUTOMATIC NON—POWERED ACTIVATION AND OPERATION FRAME VENT REMAINS CLOSED AND LOCKED UNTIL ACTIVATED FIGURE 2 o ° ° v OPERATION AIR:AUTOMATIC LOUVERS FULLY OPEN AT 75 DEC. FULLY CLOSED AT 35 DEC.NO POWER PEOUIRED 12'MAX FROM INSTALLATION: FINAL GRADE Qa SECURED W/4 STAINLESS STEEL STRAPS SUPPLIED FFIGURE HYDROSTATIC RELIEF: 200 Sq. Ft per Vent 1 VRE 3 VENTILATION: 51 Sq. Ft per Vent NOTE:VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION " REQUIREMENTS FLOOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS COLORS: STAINLESS (STANDARD) —1 vrHr ra„ r v EXTERIOR POWDER COATED WHITE.TAN,GRAY,AND RUST (AVAILABLE) STRAP DETAIL. I 80° N 's u ---1 Smart VEIN. TEETH MUST CLICK IN TIGHT TO INSURE DUAL FUNCTION FLOOD SECURE INSTALLATION. �^�^^ 877-441 8368 AND VENTILATION VENT MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: BEACD PA5T 90•FOR SP NG M1W.SMMIVEM.COM MODEL.1540-510 b FEMA,NFIP,ICC,&ASCE } — 540-5 I O SUPPORTIVE DOCUMENTS,TB 1-93,44CFR 60.3(CX5),ASCE 24-95 �. ICC EVALUATION 9 NER-624 or (-) Q Ao- O O O(o j APPROX. RIDGE W U z SECOND FLOOR CEILING LLJ CEILING z O SECOND FLOOR WINDOW HEADERS �W// Q D/ Q Q 11_1 z � o Q o IL1 ,> SECOND FLOOR . •• SECOND FLOOR FIRSTFLOORCEILING FIRST FLOOR WINDOW HEADERS in N NEW 2- 2"X G"ACQ SILL PLATE t TERIMITE 5HEILD OVER SILL SEAL; PROVIDE 51MP50N C520 W/ LPT4 CONNECTORS *ANCHOR BOLTS U — ELEVATION 14-ELEVATED FIRST FLOOR HEIGHT z •. FIRST FLOOR FINISHED HEIGHT R/,^,// — Z EXISTING ELEVATION HEIGHT- W �- ELEVATION I I -EXISTING FIRST FLOOR INFORMATION TAKEN FROM SURVEY PREPARED BY EXISTING FIRST FLOOR STRUCTURE; JOHN METZGER, --------------- --TEMPORARILY SUPPORT AND LIFE � PECONIC SURVEYORS,5OUTHOLD 2 4 2012 Z DATED MARCH 2O07 It UPDATED FEB Lu MARCH 201 1 EXISTING FOUNDATION U ( Z WALL TO REMAIN — SMART VENT FLOOD VENT UN,DEP1- z z m MODEL# 1540-5 1 1; MAXIMUM � TO`Jdl�Dr SOUTHOLD J 12"ABOVE FINISHED GRADE q NEW SLAB -� LLJ II_EXISTING GRADE -_ v IY15TING SLAB O 8" POURED CONCRETE (n FOUNDATION WALLW/ 'r - j FOOTING DEPTH P-4"X 8" d. FTG.; PROV. 0am� � 2-#4 REBAR IN FOOTING OF (TYPICAL ALL NEW AREAS) t , I �, WALL SECTION �( ��"O C�r�22� ,��`' PAGE: 4" = I '-O" SCALE