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HomeMy WebLinkAbout30681-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31398 Date: 01/07/06 THIS CERTIFIES that the building ALTERATION & ADDITION Location of Property: 1100 WATERS EDGE WAY SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 4 Lot 13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 1, 2004 pursuant to which Building Permit No. 30681-Z dated OCTOBER 4, 2004 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 ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to LEONARD D. & PATRICIA RYAN-EPIFANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2275 12/02/05 PLUMBERS CERTIFICATION DATED 12/29/05 BURTS RELIABLE, INC. uthorized Signature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUP CYC T "�'i"QLD This application must be filled in by typewriter or ink and submitted to the Building Depa men witj1_ XDi o 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. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(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 2/10 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, 1957)non-conforming uses,or buildings and"pre-existing"land 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$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 Date. .1 — .1e2- p(o New Construction: Old or Pre-existing Building: Vl-' (check one) Location of Property: (" b 0 l tl A 19.2%!E D f..F (JA S D 0 T A o /� . House No. Street Hamlet Owner or Owners of Property: g o g a a bEp_FA u r> P412 t�;4_ a2 AN _55A1 Zda2n Suffolk County Tax Map No 1000, Section N $ff q Block 8 $ Lot f3 Subdivision Filed Map. Lot: Permit No. 3 0(o I`Z Date of Permit. 10 Applicant: 4bomg Ab XPi rg d 0 Health Dept. Approval: Underwriters Approval: Planning Board Approval: C 5 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5_O 0 "z!nr&A Applicant Signature Ca 339 SUFFOLK ( BUREAU or E L E C T R I C A L I N S P E C T O R S, i n C. 40 Nottingham Drive, NY 11953 Telephone:1 631 495 8136 ■ Fax:1631 980 6455 ■ E-Mail: SBEI1@hotmaii.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Avey Electric Rough In Inspection Date: 1/28/2005 Final Inspection Date: 12/2/2005 Application N°: 2275 Certificate N°: 2275 i Suffolk County Tax Map N°: Building Permit N°: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below and installed by the Applicant named above, and located at the premise of: Owner: Epifano Address: 1100 Watersedge Way, Southold, NY 11971 Address of Inspection Site: 1100 Watersedge Way, Southold, NY 11971 X Residential X Indoors Basement Service Shed Commercial X Outdoors X Ist Floor Pool Other: New X Renovation X 2nd Floor Hot tub X Addition Survey Attic Garage Inventory 200 OH Service 10 Oil Heat 50 Duplex Recpt 3 Ceiling Fix HID Fix Service 30 Time Clock 31 Switches 4 Wall Fix 5 Smoke Det 40 Ckt Main Panel Hot Water 8 GFCI Recpt 31 Recessed Fix 1 Co Det Sub- Panel GFCI Breaker Single Recpt 3 Fluorescent Fix Pump Disconnects 1 Dryer Recpt Range Recpt 1 A/C Blower Emergency Fix Transformers 2 Exhaust Fan 3 Appliance 1 A/C Cond Exit Fix Twist Lock TVSS Heat Pump Electric Heat Pool Luminaire Other Equipment: The electrical work and/or equipment described above were inspected and appear to be in compliance with € local, state and national electrical code requirements and this office. Applicant: Avey Electric License No: 2069-ME Inspected by: Ge rdi Date Certifiate Date: 12/11/2005 Signature: DEC 205 7owi Hall, 53095 Main l3o3d w 2 Fax (516; 765 1E3 P. O. Box 1179 Telephone (516) 7G5 18)Q Southold, New York 11971 1i S;� OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N Date: cZ Building Permit No. O v L Owner: G&Alelyd E0'1:�100 4 (please print) 30161- , ,al�aaew LCA -s10&/-X0 lr/� Plumber: IStJf�5 JOC (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. % �" (plum ens signature) Sworn to before me this ag74x day of VJO_cu vbe-r 202.� Notary Public, SoA01l< County BERNADETTE L.TAPLIN NOTARY PUBLIC X4844893 State of New York Residing in Suffolk CountY Commission r;a:rs: - II Oq 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. 30681 Z Date OCTOBER 4, 2004 Permission is hereby granted to: LEONARD D EPIFANO 1100 WATERSEDGE WAY SOUTHOLD,NY 11971 for ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA #5557 & FEMA REGULATIONS; FLOOD PMT INCLUDED at premises located at 1100 WATERS EDGE WAY SOUTHOLD County Tax Map No. 473889 Section 088 Block 0004 Lot No. 013 pursuant to application dated OCTOBER 1, 2004 and approved by the Building Inspector to expire on APRIL 4, 2006 . Fee $ 590 . 50 Authorized Signature ORIGINAL Rev. 5/8/02 �gUFFO(,�c APPEALS BOARD MEMBERS;_ O Southold Town Hall Ruth D. Oliva, Chairwoman �� � 53095 Main Road ..Gerard P. Goehringer ` P.O. Box 1179 Lydia A. Tortora - Southold,NY 11971-0959 Vincent Orlando �' 0! Tel. (631) 765-1809 James Dinizio, Jr. �Ql l�t '�� Fax (631) 765-9064 http://southoldtown.nortbfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 2, 2004 Application No. 5557—L. EPIFANO and P. RYAN Property Location: 1100WatersEdge Way, Southold CTM Parcel Id: 88-4- I3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines 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 applicants' 22,172+- sq. ft. parcel has 129.25 ft. frontage along Watersedge Way and 193.44 feet along Gin Lane in Southold. The parcel is improved with a one-story frame dwelling as shown on the February 2, 2004 survey prepared by Barrett, Bonacci & VanWeele, P.C.,wlth two front lot lines, with the dwelling presently 38.5 feet from Gin Lane and 46.7 feet from Watersedge Way. BASIS OF APPLICATION: Building Department's May 24, 2004, Notice of Disapproval, citing Code Section 100-244 in its denial of a building permit application concerning proposed additions and alterations, for the reason that the addition(s) will be less than 35 feet from the front lot line along Gin Lane. FINDINGS OF FACT The Zoning Board of Appeals held a public heating orf this application on July 15, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal Inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct additions, on an angle, resulting in a 29.8+-ft. setback to the front lot line along Gin Lane as shown on the 4/30/04 diagrams prepared by Penny Lumber and the applicant's undated site diagram of the proposed new setbacks, 29.8 feet from Gin lane and 42.7 feet from Watersedge Way. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The requested setback is minimal and will maintain the same angle of the building. Page 2—August 2,2004 2:BA No.5557—L.Eplfano and P.Ryan CTM 88.4-12 2. The difficulty is not self-created. This lot has two front yards and the code requires more restrictive yard setbacks. The house was also not built square to the property lines and therefore any construction on the subject portion of this house would decrease the non- conforming and remaining conforming front yard setbacks. 3. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicants to pursue, other than an area variance because the applicants wish to expand the house outward instead of upward to avoid having to climb stairs. 4. The variance granted herein is not substantial it will represents an approximately reduction from the required front yard set of6'h. U 5. No evidence was submitted during the hearing or in the written record to indicate that the grant.of the variance will have an adverse effect or impact on physical or environmental condition3 in the neighborhood or district. 6. Grant of the relief requested is the minimum necessary and adequate the enable the applicant to enjoy the benefit of addition(s) while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member DinIzIo, seconded by Chairwoman Oliva, and duty carried, to GRANT the variance as applied for, as shown-on the 4/30/04 diagrams prepared by Penny Lumber and the applicant's undated site diagram (outlining the proposed new construction area setbacks from Gin Lane(and from all other property lines). This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (' U." Ruth D. Oliva, Chairwoman 8/ /04 Approved for Filing Penny Lumber PO 1440 Mattituck,NY 11952 (631)298-8559 re. Epifano Residence 1100 Watersedge Way Southold,NY To Whom It May Concern: On plans submitted for additions/alterations for above name mentioned,please add the following changes: 1). Existing foundation to be brought up to code in regards to flood zoning(if not already). a). Foundation Slab to be at grade b). flood vents to be installed in place of existing vents(1) 8x16 for every 200 s.f. Total qty.: (5) 2). Door way between Bedroom and Den to be omitted and left open as an archway opening. 3). Room labeled as Den to be called Sitting Room. 520 J JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298,5506 To: Town of Southold Re: Strapping Inspection q� L ' Lenny Epifiano 1100 Waters Edge Rd. Southold, NY 11971 Permit#30681z To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. OF 14Eby.O ¢}' +�, �ytySDEF9��q,�, Si cerely fli � W my _ d' ,L J s J. er ki P.E. 9�FE INP , _. V TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL /&-� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE / NT oT INSPECTOR �lj holy OF SOUT��6 yCOUNfI`� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUND TION 1 ST [ ] ROUGH PLBG. [ IF NDATION 2ND [ ] INSULATION [ FRAMIN TRAPPING ] FINAL [ ] FIREPLAC NEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �J INSPECTOR 111 pf SO(lry¢o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION l - _ REMARKS: 01 DATE �� �? �5 INSPECTOR ' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ]=SULATION PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY Q[ ] FIRE SAFETY INSPECTION REMARKS: ��� -r � DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [✓]ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [/I FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE/SAFETY.INSPECTION REMARKS: DATE ©S� INSPECTOR 30 76S-1802 BUILDING DEPT. INSPECTION 01-4cK) FOtJNDPA �ON IST [ ] ROUGH PLBG. [ FO DATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:-f �-� DATE / 6 INSPECTOR 16 e — ;. �P—sL— / TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNERSTREET ��`� VILLAGE DISTRICT SUB. LOT �Z /�. . � fX ✓V� LF. .O'Z.r^ ;.'OCIn TI. L� � FORM R OWNER N d E ACREAGE S W TYPE OF BUILDING r RES: , ' b SEAS. VL. FARM COMM. IND. CB. MISC. LAND IMP. TOTAL DATE REMARKS �- f r .' 7- 00 O f . 00 00 ✓ S 0 !/-D 3L51r 430 z 1300 Z O 0 0-0 - AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Farm Acre Value Per Acre Value 1 ,� Tillable 1 -- — — Tillable 2 Tillable 3 Wcodlond Swampland Brushland v House Plot Tota l e,. ■■■■■■■■■■■■■ ■ ■■■■■■■ ■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■ ■■■■■■i■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ Bldg. .. ExtensionExtension Basement Floors Extension Ext. Walls W06 6 ®�j�, Porch Attic Porch Rooms Ist Floor Breezeway PatioRooms 2nd _ Floor GarageAO v 13 0 Driveway ® �— Penny Lumber PO 1440 Mattituck,NY 11952 (631) 298-8559 re. Epifano Residence 1100 Watersedge Way Southold,NY To Whom It May Concern: On plans submitted for additionstalterations for above name mentioned,please add the following changes: 1).Existing foundation to be brought up to code in regards to flood zoning(if not already). a). Foundation Slab to be at grade b). flood vents to be installed in place of existing vents(1) 8x16 for every 200 s.f. Total qty.: (5) 2). Door way between Bedroom and Den to be omitted and left open as an archway opening. 3). Room labeled as Den to be called Sitting Room. NEW YO APPEALS BOARD MEMBERS �o�gUFFO(/r Ha CO Southold Town Hall Ruth D. Oliva, Chairwoman 53095 Main Road Gerard P. Goehringer : P.O. Box 1179 Lydia A. Tortora - • Southold,NY 11971-0959 Vincent Orland_o d ! Tel. (631) 765-1809 Fax (631)765-9064 I AUG - 4 20 http://southoldtown.northfork.net BOARD OF APPEALS - TOWN OF SOUTHOLD — — FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 2, 2004 Application No. 5557— L. EPIFANO and P. RYAN Property Location: 1100 Waters Edge Way, Southold CTM Parcel Id: 88-4-)t V3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines 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 applicants' 22,172+- sq. ft. parcel has 129.25 ft. frontage along Watersedge Way and 193.44 feet along Gin Lane in Southold. The parcel is improved with a one-story frame dwelling as shown on the February 2, 2004 survey prepared by Barrett, Bonacci & VanWeele, P.C., with two front lot lines, with the dwelling presently 38.5 feet from Gin Lane and 46.7 feet from Watersedge Way. BASIS OF APPLICATION: Building Department's May 24, 2004, Notice of Disapproval, citing Code Section 100-244 in its denial of a building permit application concerning proposed additions and alterations, for the reason that the addition(s) will be less than 35 feet from the front lot line along Gin Lane. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 15, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicants wish to construct additions, on an angle, resulting in a 29.8+-ft. setback to the front lot line along Gin Lane as shown on the 4/30/04 diagrams prepared by Penny Lumber and the applicant's undated site diagram of the proposed new setbacks, 29.8 feet from Gin lane and 42.7 feet from Watersedge Way. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the relief requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The requested setback is minimal and will maintain the same angle of the building. Page 2—August 2,2004 ZBA No.5557—L.Epirano and P.Ryan CTM 88-4-12 2. The difficulty is not self-created. This lot has two front yards and the code requires more restrictive yard setbacks. The house was also not built square to the property lines and therefore any construction on the subject portion of this house would decrease the non- conforming and remaining conforming front yard setbacks. 3. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicants to pursue, other than an area variance because the applicants wish to expand the house outward instead of upward to avoid having to climb stairs. 4. The variance granted herein is not substantial it will represents an approximately 5.4 ft reduction from the required front yard set of 35 ft. 5. No evidence was submitted during the hearing or in the written record to indicate that the grant of the variance will have an adverse effect or impact on physical or environmental conditions in the neighborhood or district. 6. Grant of the relief requested is the minimum necessary and adequate the enable the applicant to enjoy the benefit of addition(s) while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried, to GRANT the variance as applied for, as shown on the 4/30/04 diagrams prepared by Penny Lumber and the applicant's undated site diagram (outlining the proposed new construction area setbacks from Gin Lane (and from all other property lines). This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5- Ruth D. Oliva, Chairwoman 8/ /04 Approved for Filing I I`/ '`" 'fin.n Ilall. 53114c Mary 1TJfNTH T. TERRY r = 'r �`� P.o. nnx 1174 TOWN CLERK �;. Suulhold. Ncxx ..✓ iC��" �.; Fax tS 161 765•IRZ I+tGISTRAR OF VITA.STATIS11CS MARRIAGE OF•FICI:A Tcicphonc 15161 761,. REconuS MANAGEMENT OFFICER FREEDOM of INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under ttte Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development Permit /(pplication" ( FOP(93) 1 , and ',"Certificate of Compliance f¢r Oevellcpment in Special Flood Hazard Area (C/C(93)) . BLLa GEr . TOA::OF SOTR I OLD �h Southold Town Clerk August 25 , 1993 APPLICATIC>N M PAGE I of 4 ` TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if uo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Appliaut hereby gives consent to the Local Administrator or his/her represoatative to make inasouable inspections required to verify compliance. 8. 4 THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENT$TO THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE . (APPLICANTS SIGNATURE)_ DATE /SECCION 2: PROPOSED DEVELOP ENT (Tobe completed by APPLICANTI NAME ADDRESS TELEPHONE APPLICANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the applicatioa, please provide enough information to easily identify the project location- Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest inlusecting road or well-known landmark A sketch aaacbed to this application showing the projca location would be hclphd. - FDP(93) APPLICATION PAGE 2OFd DESCRIPTION OF WORK (Check all appGcabic boxes): n STRIIt'Tf IRAt pEVELOPMENT - ACTIVITY STRUCTURE TYPE O New Structure O Residential (1-4 Family) O Addition O Residential (More than 4 Family) O Alteration O Non-residential (Floodproofmg? O Yes) O Relocation O Combined Use (Residential & Commeraal) O Demdutioo' ' P 0 Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fd1 O Mining 0 Drilling 0 Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) j O Roa h, Street or Bridge Construction i O Svisioo (New or Expansion) Jd In dual Water or Sewer System G Other (Please Specify) Alter completing SECTION 2, APPLICANT should submit form to Local Administrator for review. SECTION ]• FLOODPLAIN DETERMIN)I_TION (To be completed by LOCAL ADDIIMSTRATORI The proposcd development is located on FIRM Passel No. Dated - The Proposed Development: O Is KI located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAW DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation al the site is: Ft. NGVD (MSL) O Unavailable O The proposed development is located in a floodway. FBFM Panel No, Dated O Scc Section A for additional insvumoos SIGNED DATE r i r APPLICATION 4 PAGE l OF 4 SECTION 4 ADDITIONAL-INFQRMAT1ON REQUIRED(To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the appbcadon ran be processed: O A site plan showing the location of all cnstiog structures, water bodies, adjacent roads, lot dimensions and proposed development. Cl Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures,proposed elevation of lowest floor(including basement), lypns of water resistant materials used below the first floor,details of floodproofmg of utilities located below the first Boor and details of enclosures below the fust floor. Also O Subdivision or other development plans(If the subdivision or other development --steeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the anent of watercourse relocation and/or landform alterations- 0 lterationsO Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofng protection level (non-residemial only) Pt:NGVD (MSL). For floodproofed structures, ippljwot must attach certification from registered engineer or - architect. / O Certification from a'regsstercd cogincer that the proposed ache. t in a regulatory floodway will not result in grly increase in the height of the 100-year flood. A copy of all data and calculations supporting this fording must also be submitted. O Other. SECTION 5• PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A.O Is B. O Is not in conformance with provisions of Local Law if 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE ff BOX A is checked, the Local Administrator may issue a Devolopmcot Permit upon payment of designated fee. If BQK 6 is checked, the Local Administrator w 11 provide a writico summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION N PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? O Yes O No Hearing date: F3 Yes 9 Ne Cooditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued) — — — The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Bcensed land surveyor (or attach a certification to this appBcation). Complete 1 or 2 below. 1. Actual(As-Built)Elevation of the top of the lowest Boor,including basement (j_n Coastal High Hazard Areas bottom of lowest structural member of the lowest Boor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Butt) Elevation of floodproofng protection is FT. NOVD (MSL). NOTA Any work performed prior to submittal//of the above information is at the risk pf the Appl,'!cant. SECTION 7• COMPLLANCE ACTION (To be comolcted by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based oo inspection of the project to ensure compbance with the communitys local law for flood damage prevention. INSPtcnoNS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES (I NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTIFICATE OF OMPLIANCE(To be completed by LOCAL AD hiINISTRATO R) Certificate of Compliance issued: DATE: BY: /Attachment B CERTIAICATEI'FECORPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (0A4qsTR WIST RETAIN THIS CERTIFICATE—) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑E7CISTING BUILDING ❑ VACANT LAND J THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF — LOCAL LAW #^, 19, SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_1 AS MODIFIED BY VARJANCE # DATED SIGNED: DATED: CIC (93) S 52'5.50" E 125.00' i m'. i m mac" 3 a _.__.._...29.8_ 10.0 a ......_..... 0 Z m � 's n r w M a D st Z mz "----2-6.5.............. s W .'v + Mo iJ w x,75 Pip r)rp O N 6fi: H W PIERSE�GE Q W EPIFANO RESIDENCE Fp 250' BARRETT BONARVEY Y. VAN B CC QWEELE, P.C. SCALE: 1' 175A COMMERECE DR., HAUPPAUGE, NY S (631) 435-1111 DATED: 02-02-2004 ' 1 4 2W4 S 52'5'50" E 125.00' e: i n d .o P,RCN 3 .___.._...29.8_ CP EO o ............ 10.0 Z N q A A 1� M a N D 1 $ N Z mZ _._._._265..........."- s 1 U 1 cµ�ll pEEq�O9,F t 1 �, w 11g.2b S'f N bfii4�� `�,I ^ \ f Lu Lu VISE,) r � 2f W PSE EPIFANO RESIDENCE Z ' ORIGINAL SURVEY BY:BARSC ALE. 1„ = Z0. 175A CTT BONACCI R. VAN NEEIE, P.C. 175A COMMERE1) DR., 1111 OGE, NY (531) 2-02-11 DATED: 02-02-2004 v � 420 Permit Number REScbeck Compliance Certificate Checked Bymate New York State Energy Conservation Construction Code REScheckScftware Version 3.5 Release le Data filename: C:\Program Files\CheddRESchedMTlFANO.Tdc PROJECT TITLE:ADDITION/RENOVATION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE:05/03/04 F,,. Nri1+y I DATE OF PLANS:05/2004 �cP{ cry 09,F PROJECT DESCRIPTION: Gf EPWANO RESIDENCE r Q 1100 WATERSEDGE WAY SOUTHOLD,NY COMPLIANCE:Passes . Maximum UA=279 Your Home UA-271 2.9%Better Than Code(UA) Gross Glazing Area or Cavity Cort. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 430 38.0 0.0 13 Ceiling 2:Cathedral Ceiling(no attic) 1457 38.0 0.0 39 Wall 1:Wood Frame, 16"o.c. 1046 15.0 0.0 64 Window 1: Wood Fmme:Doubde Pane with Low-E 154 0.330 51 Door 1:Glass 41 0.330 14 Door 2:Glass 19 0.370 7 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 1887 21.0 0.0 83 COMPLIANCE STATEMENT: The proposed budding represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systema have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief;and professional judgment,such plans or specifications aro in compliance with this Code. DaI(-J -04 RESicheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoflware Version 3.5 Release le DATE:05/03/04 PROJECT TITLE: ADDITION/RENOVATION Bldg. I Dept. I Use I I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: [ 1 I 2. Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity insulation I Comments: I I Above-Grade watts: [ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: I Windows:- 1. indows:1. Window 1:Wood Fraine:Double Pane with Low E,U-tactor:0.330 For windows without labeled U-factors,describe features: I #Panes Frame Type Thermal Break?[ ]Yes I ]No Comments: I I gym: [ ] I 1. Door 1: Glass,U-factor.0.330 Comments: [ 1 I 2. Door 2:Glass,U-factor:0.370 I Comments: I Floors: [ ] I 1. Floor 1: All-Wood JoisVfmss:Over Unconditioned Space,R-21.0 cavity insulation Comments: I Air Leakage: [ 1 I Joints,penetabons,and all other such openings in the building envelope that are sources of air leakage most be sealed [ 1 I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If ran-IC rated,the fixture must be installed with a 3"clearance from insulation. 1 Vapor Retarder, I 1 I Required on the warm-in-winter side of all non-vested framed ceilings,walls,and floors. I I Materials Identiticatlon: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 I Materials and equipment must be identified so that compliance can be determined. [ ] INiatuffacturer manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. I 1 I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I I Dart Insulation: [ 1 I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. ] I Return ducts in unconditioned attics or outside the building must be insulmod to R-4. [ 1 4 Supply ducts in unconditioned spaces must be insulated to R-8. I 1 I Return ducts in unconditioned spaces(accept basements)must be insulated to R-2. Insulation is not required on return ducts in basements. I Duct Construction: [ ] I All joy,seams,and connections must be securely fastened with welds,gaskets,mastics (adhesives),mastic-plus-embedded fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ 1 I Duds shall be supported every 10 fleet or in accords=with the mamrfacturer's instructions. [ ] I Cooling duds with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ ) I The HVAC system must provide a means for balancing air and water systems. I I Temperature Controls: [ ] I Each dwelling unit has at two one thermostat capable of automatically adjusting the space temperature set point of the largest zone. I I Electric System: [ ] iSeparate electric meters are required for each dwelling unit. i I Fireplaces: [ 1 I Fireplaces must be installed with tight fitting non-combust0he fireplace doors. I 1 I Fireplaces must be provided with a source of combustion air,as required by tbre Fireplace construction provisions of the Building Code of New York State,the Residential Code ofNew York State or the New York City Building Code,as applicable. I Service Water Healing: [ ] I Water heaters with vertical pipe rises must have a beat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. I 1 i Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot wafer Systems: I 1 I Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is fiom nondepletable sources. Pool pumps require a time clock. I Healing and Cooling Piping rnmlation: [ I I HVAC piping conveying fluids above 105 IF or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Mudnuon Inaularian T hicbsess for Cb=la ing Hot Wa&v Pipes Insulation Thidmess in Inches by Pipe Sizes Heated Water Non-Circulating 1ZAw0ns Circulating Mains and Rnnouts Temoeratmm(FI UD to I" Un to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimae InardMion T kkwaa for MVAC Pipes Fluid Temp. Insulation Thidmess in Incbes by Pine Sizes Pima¢System TV= Rang„ 2"Runts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pmssarelfemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) s r FLOOD ZONE CONSTRUCTION AS PER N.Y.S. RES. CODE 8321 . FLOOD VENT BLOCK OR POURED INSTALLATION INSTRUCTIONS 16-1/4'ROUGH OPENING EXTERIOR INTERIOq ILTERNATE STR DOOR r UPPER STRAPS LOCATIONS ON 51 5 REMOVED •• • BEHIND WALL 5-1/4 OPFN •, PLTERNATE SLOE STRAPS .,cin BEHIND WALL 2 pr- ]'a 15-1/4' OPEN ROUGH 8-1/4' MGH% OPENING L 16-1 C WDE OPENING 3-s,' EN OPEN GP RARE a 15-I/4'OPEN DOOR OPEN OOR SHOWN OPEN •• • BOTTOM MAPS IN FRAME BEHIND WALLAU- STRAPS W BEHIND WALL 12 AND CAN BE BRONEN OFT MAX r AT SATS TO AWO •• i F EXTERIOR VIEW OBSTRUCRONS FINAL SIDE SECTION VIEW 1, propose a CLEAN 16-1/4' she by B-1/4' high rough opoin,,far scan vent (1 black wide n 1 block high) with the botlam of the hole no are than 12'above flrdsluM Sade. 2. Measure woes thickna.and band(mare than 90')4 straw at nearest Blot to the measurement tram poinfetl end. 3. Renave door farm frame. (tum uPild.dean, rotate bottom of door outwrd ond slide out of •lots) 4. Insert las straps into two tap aefi of alate In frame/ram roar. After pushing teeth through raw at alit•. ONLY RUSd STRAPS ONE COCK NTO FRONT SOTS. Straps should hove bent lege painting up. S. Caulk may be opened behlne(rant frame flangz. Tit}roma so top Wass eta wall opening first with step legs going behind wall will opening. Push frame into opeNng w front Range h fight to foca of well. 6. Raaah through forme opeNrM ask Install two bent straps through two bottom sefs of slot.In frame, trapping will between front flange anal bent ahaµ Saheaae ons .tripe tight Frame shavld be flush to Will foca and secure. 7. Check that frena la sauare and.Mata are.1. of aeerp4 mortar and W. a. Install dear into frome,by grasping battam of door (with pamtio pIm)and front (with smaller spheres)facing W Side door Into frame much that metal pine an loch elle elide Into abfs on slaws of heme. 4t the dam slide dam # tohosing the path of the seta, until they are at the bottom of We slits in The dfir les. 9. let the bottmn of the dam ga ao that the door rotatam dawn into the Kama. Check that door M iotched on bath sides, r 1.1 B1PINARY A.This Sedum Ineluda hart smeary wasawn irw easnaisMrg M the feleming: L Fleepl V•rAw 1.2 QUALITY A UIPANCE A,Cordons W applicebe BOCA,SACCI,ICBG,and ICC sew for brio•a11c Head vaming regArlaWA.. PART 2-PRODUCTS 2.1 FLOOD YeNT6 A. Canal:Pnevid..iww..m r;eeMng tao."single hall and thea 1.helght v.ht aeitivAWo y(need a b rall.Ys urbW.a.d lrtra ferew e,foundation mal.. e.mfinlN al Clowning.Ability w Pau ebyeta up W 3 Ieehw(TO win m diameter. C.Sla:DAWlgmed W fit daadnga in 0adh1M,nas"aonsWctieri. I.oingl.1I.Ight: Ib n 6 Trahe.(400 is 200 mw). 2.Oelbi•Haight:Me w 14 Inches(400 X 400 stint 0.Ada.,Vern,and LAhvr MaWrlal:Saints.missal,Types 316,fermad Aad welded cpnsvuetlds E.V.rst:Pivoting,.dld Insulated ries,paferal ed Pima•far v.milalon,rssswabie. L Pr Moa NemiiIRloN, 114 fresh(6 aN•Opera perrefAlonu Angles:BO sal(. in.(0.032 aq mJ, dwble, 100.q. In.(0.064 u(.•.). I Fy..baa Macri whi Aagl.200.q Is,(OAM wan m),doubh:400.q.Try(0.736•q mi). 3.Leuv.N:Autewtfc v.LftMth n ehv.N with bre"OPpr .ter. 4.Vein OPWAI.SSASG nae M.asw vee can rising and falling marl F. Irrfairtlon ArroFmers,61anl.a Nott WaP.,tour Tom,sash veent.No IrWAlaion Co.Flalntrrhwhe.teal.:R.gmvea thin blew W stomas resat PI N.Prodaola:Subject W comislmca with f•CFhir.e.rd.,provtw Of 'F L Meet VENT maurwtal by final VENT,We. W F PART 3•E>®DITION W t 3.1 ROOD VENT ��" y.i A.Cb 4l: Inal l need v.rR1 in seaerciaa.with Ya/aebH4 IraYuetl prie.tr,massa T7 Inchon.neve grads,be boasa,er veal. S.kistW arm..ingl•hagM need v.m far.very 200.q ft.a•neb.ssd ' C.Install ora will height flped vent has,.very 400.q ft.of•rolm..tl D.Adjust reed vets fa praPs, ga.ralen. Penny Lumber PO 1440 Mattituck,NY 11952 (631)298-8559 re. Epifmo Residence 1100 Watersedge Way Southold, NY To Whom It May Concern: On plans submitted for additions/alterations for above name mentioned, please add the following changes: 1). Existing foundation to be brought up to code in regards to flood zoning(if not already). a). Foundation Slab to be at grade b). flood vents to be installed in place of existing vents(1) 8x16 for every 200 s.f. Total qty.: (5) 2). Door way between Bedroom and Den to be omitted and left open as an archway opening. 3). Room labeled as Den to be called Sitting Room. XF t 5 2004 U M 1 VI t FIELD ION REPORT DATE CO FOUNDATION(1ST) -------- FOUNDATION(2ND) _ C 0I Jill, Jillx d , 0 ROUGH FRAM MG& d y PLUMBING cot (b �y INSULATION PER N.Y. r STATE ENERGY CODE O i FINAL ADDIITONAL COMMENTS fla Z � m z yt`5 yo y 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 B ,71 approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. '�o b Check-_-y Septic Form N.Y.S.D.E.C. Trustees Examined /0 20-IDY Contact: Approved /0-/ 20 0 Mail to: Disapproved a/c &kA1AWNAo@4 (//V ,20 /.:. — t Phone��� `/ Expiration � At)( ,L* APPLICATION FOR BUILDING PERMIT i - - --- -� �T. Date 5' al4 20 0 - INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 sl I 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'tu 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 authorizedinspectors on premises and in building for necessary inspections. (Signature o(a plicant n if a corporation) 3oS ��+� NRvaN LRN:✓ (Mailing addrss of a plicant) 'iy ll9 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder t�Wn1 £2 Name of owner of premises Pp121ciR RVA#U - EptF&IJO + l-Eelv4a , (As onthe tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) '/Builders License No. Plumbers License No. 3519 Electricians License No. 2 0 4 9 — £ Other Trade's License No. 1. Location of land on which proposed work will be done: 1 /00 WAlE2SfhGe A� Soca?Ftc�b House Number Street Hamlet County Tax Map No. 1000 Section 99 Block '- Lot f Subdivision -?�Ay H A u FA) Filed Map No. A 4l0 Lot �(N t me) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy PR i n A 2 4 a bS tib P Pc >: 3. Nature of work(check which applicable): New Building Addition_le!�_Alteration Repair Removal Demolition Other Work ,r (Description) 4. Estimated Cost /01's-d-r0 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 s7 Rear -45-7 Depth o2 Y Height Number of Stories Dimensions of sane structure with alterations or additions: Front �� s S`7 Depth `' � ' opHeight 1 er ' Number of Stories -1 �$. Dimensions of entire new construction: Front J-7Rear -S7 Depth y� Height - Ig Number of Stories i 9. Size of lot: Front_ I 9. .2S Rear / 25'. 0 Depth�jo 43. 4 y L53 /&0 8 10. Date of Purchase Name of Former Owner h A f;L�j 21A " 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 ✓ Will excess fill be removed from premises? YES_NO 3nS (any MAVE" t� 14. Names of Owner of premises Cn j r&No Address , ,�, I e Phone No. q&S'- /1174 " Name of Architect M i K£ 14&N a Address Phone No 2!119- S S-S 9 Name of Contractor Dam W fi c i Address S o.n,. /D Phone No. - / . 15 a. Is this property within 100 feet of a tidal wetland o?-al freshwater wetland? * ES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE EQUIRED. 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) SS: COUNTY /� OF ) T R-re-.c i.s V N - FP 1 FR N r-1 being duly sworn, deposes and says that(s)he is the applicant (Name of individual sigWng contr t) above named,,, (S)He is the b UU N C_ (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 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 t before me this a day of ,(_Q 220P� "r""�, L ems-U110tary Public Sigitari of App)ca yf JOYCE M.WILKINS Notary Public,State of New York No.4952246,Suffolk County Term Expires June 12, a1 fj p7 • l�•I J 1 L 11.i`7�7: 1t.L�-1 {-DD—�.I ITST—T'�L;t►T'l a Applicant Date. Owners Name:, Reviewed: Architect Date Cagitneer: Submitted: SCTM #: �uaD District: 1 0 Section: block: I,ot: �J? /o/ Project Subdivision Location: h4.��`_7 Name: 1 A Single& separate Required J r ccrttfcation: (Yes/Nol Req. �� Req. Zoning oisvicl: � 11,0('Sim Ty )_Acuial: a a 702 1 vA,towage C: 'Z.Nroposed�) Req Roq• / Req. (rroM Yu •d Pmpo (Side Yard Proposed:_� I (Rear Yard ,9 001 Pro ftsed•"� Project Description: J"�i, .cAA& . _ ... . . ... .... AGENCMERMITS Permit . NO YM Number Suffolk County Health�ept.� New York State. D. E.C. Town Trustees ~` Town Zonwg Board approval: .54 s� Town Planning Board approval: l Flood Plane Elevation??? Flood Zone: Notes . Q Lye . -- TIA Certifications indicated hereon Signify that this plat of the hereon described property is a true and correct representation of o recent survey made and plotted under my direction in accordance with the existing Code of Practice for Land Surveyors by the New York State Association of Professional Land Surveyors. Said certifications shall run only to the person for whom the survey is prepared and on their behalf to the title company, governmental agency and lending institution listed hereon. This certification is only for the lands described nereon, it's not a certification of title, zoning or freedom from encumberances. Certifications ore not transferable to additional institutions or subsequent owners. LOT LOT 13 36 S 52005'50" E 125.00' HEDGE MONUMENT FOUND 1 I I 1 LOT 12 O 17 I 1 LOT W 37 Z FUEL JI T N" 1 0 WI SCEP MAS. r STORY R I ^� Z , FRAMING GARAGE ONGREI£ ', OWSVIAG0 v d o. No. < \ M A,r rl .m ANDD y /n nl � \ Iv1 Z ° Y ? d O O 2 2 'r tt m y U Z 1 g 25 o N g6'4993�Rs�� MONUMENT A� FOUND r NOTE: AT THE TIME OF FIELD SURVEY, THERE WAS APPROXIMATELY 2" LM: SURVEY OF SNOW ON THE GROUND, THEREFORE SOME SURFACE FEATURES VIEW: SURVEY MAY NOT HAVE BEEN VISIBLE AND WERE NOT LOCATED. The offsets or dimensions shown from the structures to the property lines are for a specific purpose and use and therefore ore not intended to guide in the erection of fences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface Conditions not shown. Easements, Rights-of-Way of Record, if any, not shown. Property corner monuments were not placed as o part of this survey. Barrett, Bonacci & Van Weele, P.C. UNAV T)N TO T At S A r N JR ADDITION TO 0 A F ,1Vc r IS A CIVIL ENGINEERS/SURVEYORS/PLANNERS VIOLAIJON 0r st:Cnoi ,�c, or 175A Commerce Drive,Hauppauge,NY 11788 NEW YORK SrArt eau na !.'AW TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com ®2004 B.B.V.,P.C. /� LOT: 12 BLOCK: --- REVISIONS: _ �'""` ,/• MAP OF: BAY HAVEN FILED: JANUARY_ 22, 1959 NO. 2910 CO. SUFFOLK _ SITUATED: SOUTHOLD _TOWN_OF SOUTHOLD "OPIES ol- TI,6 SURVEY m,a i0T CERTIFIED 70: L TITLE NO.: BEARING. THE LAND SR UVti YOR'S EMEii?S3LL SEAL ANCr -i1,;NA l'VRE SHA:.L. IN CT FE C::N FdI`E:ft'l? TO b- A TRUC AND VH(_I4% ( PY. LEONARD D. EPIFANO JOB No.: A040072 PATRICIA RYAN—EPIFANO — ---�-- DATE: FEBRUARY 2, 2004 DR. C.A.G CH. W.J.8 SCALE: 1" 30' DIST. 1000 SEC. 88 BLK. 4 LOT 13 -� I Certifications indicated hereon signify that this plot of the hereon described property is a true and correct representation of a recent survey made and plotted under my direction in accordance with the existing Code of Practice for Land Surveyors by the New York State Association of Professional Land Surveyors. Said certifications shall run only to the person for whom the survey is prepared and on their behalf to the title company, governmental agency and lending institution listed hereon. This certification is only for the lands described hereon, it's not a certification of title, zoning or freedom from encumberances. Certifications ore not transferable to additional institutions or subsequent owners. +8.22 799 LOT LOT +8.2 + ].5 13 + 6.9 +6.4 36 S 52005'50 to E 125.00' HEDGE an +8.10 7.84 so MONUMENT 7.6 FOUND +8.2 +5.9 +6.3 +8.02 771 i 1 5.9 I 5.9 LOT � +8.5 OD +8.1 12 IO 6.3 +800 ],78`fy + �y +7.4 6.01 0) I + f LOT W +a.3 +8.0 37 Z + 7.3 Q +7.89 7.63 J I 1DNK 71 O W I M„5 P 60 1 . +I P� 5ZE 1 'R +8.1 8.1 N 1 MORE GPRP 6 v O N FRAMING co ,a5 OHCRE E 7.02 r 38.8' 7.9 0YJ6\-1'100 \ 26.s• M o t O-e,. 9 2O +7.66 NFF to BP oW G e 6.2 ^ ' N � 75 a \ + ' 1 ; , - 8.2 Z K N Q0 +7.21 6.89 O; Z +].4 a tP tt m 5.5 J U Z I +7.7 OU ' 4.65 I � f eee/28.25 4.92 6.62 5.13 + 4.63 + 6.96 „ W 5.44 + 4.68 6.57 7.3 6roahr 30 3.38 �+► +4.94 N wY MONUMENT 6.39 FOUND +5.85 C)Ge�wG +6.24 V4 POT iV+` +6.64 LM: SURVEY ELEVATIONS REFER TO NOV DATUM VIEW: SURVEY Tho offsets or dimensions shown from the structures to the property lines are for o specific purpose and use and therefore are not intended to guide in the erection of fences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface Conditions not shown. Easements, Rights-of-Way of Record, it any, not shown. Property corner monuments were not placed as o parr of this survey. Barrett, Bonacci & Van Weele, P.C. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A CIVIL ENGINEERS/SURVEYORS/PLANNERS VIOLA nON OF SECTION 7209 OF 175A Commerce Drive,HaUPPauHe,NY 11788 NEW YORK STATE EDUCA ON LAW TEL 631/435-1111 FAX 631/435-1022 www,bbvpc.com 02004 B.B.V.,P.C. LOT: 12 _ BLOCK: --- REVISIONS: A MAP OF: BY HAVEN �__ J TOPOGRAPHIC WFhXY 9/1/04 <AM) FILED: JANUARY 22, 1959 NO. 2910 CO. SUFFOLK SITUATED: SOUTHOLD. TOWN OF SOUTHOLD COPIES of THIS LAND MAP NOT EMBOSG THE LAND SURVEYOR'S EMBOSSED SF_AL. AND SIGNATURE SHALL NOT 8E CONSIDERED TO TOPOGRAPHIC BE A IRUF. AND VALID COPY. SURVEY Joe No.: Aoao07z DATE: FEBRUARY 2, 2004 DR. C.A.G CH. W.J.B SCALE: 1" = 30' DIST. 1000 SEC. 88 BILK. 4 LOT 13 L:\DaO4\AO40072\dwg\A040072.dwg, Model,09/28/2004 10:02:41 AM, Barrett,Bonacci&Van Weele, P.C.,A.M. N �' f 42004 SURVEY OF PROPERTY AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-M-04-13 SCALE- 1'=30' F SOT DECEMBER 6, 2004 �` , Ste• !OT COQ h 1 � [,y CN- .0 0 „ sem es 0 1 �gJ 6 s .'j, s 110 a �9?► �EOF NE7yY ��� '?92$• 9� SNS.MET2 O,Q•F AREA=22, 127 SQ. FT. ZIP * � LOT NUMBERS REFER TO 'MAP OF BAY HAVEN" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON JANUARY 22, 1959 �0. 49618 AS FILE NO. 2910. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLAT70N 6ECONIC U YORS, ELEVATIONS ARE REFERENCED TO N.G. V.D. OF SEC77ON 7209OF THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC7701V 7209—SUSDIWSION 2. ALL CER77FICA77ONS P.0. BOX 909 N= MONUMENT HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY F •= PIPE SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIONAIURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 F04-319 - - - - - _ ---------_ a __ ____ LIyiD_YEU __ x 10•_0" �5'-4" , 12'' 4" o w L CONSTRUCTION SHALL 1 _ --------------- E TTHEREOUIREMENTSOFT,HE 1 - - - - - DES OF NEW YORK STATE.-",` S1= 2 > ---- I\ ----------1 CD COs m a. I _ v� •� z o > SEE c1 '-t ,jII q a 4 o m o In CERTIFICATION OF F --------- NAILING Co ouGc( q UNS -- - -------------;---------------------- -- ---1 ' _ I a i�ax7-i4 wl _ _ _ (� Z } FW 511 GREED fl❑EH OIRDFB + J PROVIDE ----------------- . _______ 'iEONE PEEP UNDER �IRUI[R I-- Z } VIE - SF LRu55 SCCPGV AMENDMENT LU z NEW FOUNDATION: -1350 S.F. ` LU IJ�Lt1111-] PP ��, - OCCUPANCY OR Lu U) J VENTS: 7 MIN . FLOOD E _ „i U:,E IS 11NLHV'VFUL F- -r Z o LLI E... E 1 ' A � h T CERTIFIC IT U c Q PROVIDE CORD PIER IONUNDERA OIRDME ? PFovE SE cont. PIER UNDER GIRD&: N �� ` iii VIF - SEE LRD55 °ELIUN AMENDMENT -- ---- -- '� VIE - SLL DRO«" SCD¶DN AMENDMENT °; .�" PANCY L CCU o 0- I B - - - - - �_ — < I I� B 0 LL CD 2 -7" -- _ -- 1 -10" COIAPLY WITH ALL CODES OF NEW YOM K STA-E & TOWN COD S - -------------------- ---- - - -- --- -- -- -- -------- ---- -- - - --- -------- - 4 J N A. REOUiPE CONDITIONS �, ; �sssZ P�I'-OLD'OWNZBA w �, =_SOUTNOL.TOWN PLANNING SO AR "i uuE l PROVED CONC DEEP UNDER GIRDER "1 EEEEE S01L: OWN TRUSTEES x J VI F. - OEE CROSS S-CTION AMEN DIUFNT i 1 Q w ^, I N.Y.S.DEC -------- ------ ---------------------------------------- Evl _ _ _ 0 O 811511 GIRDER 91 - 1" : FLOOD ZONE A COMPLY WITH CHAPTER '46" FLOOD DAMAGE PREVENTION 0 ✓ SOUTHOLD TOWN CODE. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED �\ TESTING BEFORE COVERIN EXISTING CRAWL SPACE -- ' LIE Jf w - - --------------- L V EXISTING PLUMBERCERTIFICATI --------------------- GARAGE ON LEAD EF ' CERTIFICATEOF °' ------------- I � I � FOUNDATION CSOLDERUSEDINWAT � -- — - r D� C /o AT — w DATE• �d B.P( ----- "((� FEE: r90. cV BY: ' Z NOTIFY BUILDING DEPARTMENT A O 765.1602 8 AM TO 4 PM FOR THE I O FOLLOWING INSPECTIONS: R 1. FOUNDATION - TWO REQUIRED bz, _ FOR POURED CONCRETE III v N ----_--- _ - 2. ROUGH - FRAMING & PLUMBING 3. INSULATION �, ,,"-` -- ----------------- 4. FINAL - CONSTRUCTION MUST Q EXITING CRAWL SPACE ,,,? tP BE COMPLETE FOR C.O. Iry.1, c� ;{ 1 r ¢ ALL-CONSTRUCTION_ SHALL MEET E 1 �' REQUIREMENTS OF THE CODES OF _ - - / YORK STATE. NOT RESPONSIBLE R el - ...� ------- ,•---- --------------- -- -------------------- ----------------------1. ,., J%�® ' DESIGN WITH CONSTRUCTION ERR $� 1 120PI - -------- DO NOT FOUNDAT101�! f� LAI�J FFOUNDATI = Y r-12- OF FOUNDATIOI. _ ' N c21 - - -- — - - -- �1, PT IFF HAS BEENAPPRuvRS 2Gewl 1� _ _ EP w, n ARINP �1l UNDERWAITERSCERTIFICAt T� IE1'II�E A RDI F, S116 AECUTAED uo�p I rUt � AMENDMENT r7 (3j 41n PT UIPPFP p 10 IIIA, lWL NEED VI IF.- - q wP )IA FP RFoCAUpFLOOD VENTS TO REPLACE ST& ED nc THE TOWN CODE. Q Z A S !1! o � a of u O [UiJ O ❑ 7 } 0Lli U � � 0 CJ Z D JNw 6WI) aOoP _ - -W'l Q Of yL Z O F-- F- Z O < Q< O p 0- W o m o Y � U m � m F m N O� a LL Y R:] K Y 6 N SII Z M Dull e 1 04 t l4-F IIH fI-1 l q C l i W U « 1 j 1. FLOOR PLAN ,r - ORIGINAL LAYOUT 4 � o 0 x ❑ W W a a 8' 0" z 10'_0.. 35.-6.• 12 4,• s g' 7'-11" 10._1„ 6,-3" a o a N II O _U _ 14 11 I-3N°11-7/8 LVI IITALf1 1L COIIIMB I V N TO I FIT _ _ nu nI- IT i- 1-8m o m o 0 LAUNDIXY ROO(uf '� _ _ - ' -- - - - -' - 6ATH �I � � I , �-I I ( _ z ,,II � � � � � . �w,l •' I - I� I � _16-ANYI_;, I'll; _ 1 z Q O LU T 1111U A51 LLJ Io RZ rI n ',TF IFF � W Z TOer W � p F ZT3 w J W U) of rz 0 ®r DEN �' zLLJ DINING ��I - ,• - // �� 0 Q Q O AREA 1?ti. I- EJt '� (/D N a owoo I � T GREAT m m TO ROOM m ao TJ 0 10'-0•. 22, 4,. .n 12'-6" 2v _ - - - - - - - - - - - - - Y n � ro _ WALK-III o P-,N N--- CLOSET EXISTING BEDROOM 1D Pnsr 4 ----- (MADE LARGER) _fUDbF _ _ _ _ _ _ _ __ _ _ LL _ -voS - - r( 1-:J4_-I41 iLn�srl sir ArE ocR__.� Y o TO POLL - - - - POS K Y m ATHE RAL RIDUE qq F pNp TO I� CEILINI� Z W _(c) KITCHEN I SOUMU 'NALL z TOiH SHEaw//N Bs - - _ N, - I I/,. souuu RUA�aa tae cT11U, a,ll,'oc E - II II ' ,l�• 2LITu—IJ - - _ i � '0I I OM-NL,OOCIVFITEPOOR UIEFOP ❑URUOIO"M TY PANTRY c' sET 6T, 3' " i MIN DOOR I EXISTING 2—D STEEL JAMO LL GARAGE N Ln � y CuIIJET Hr'Aorn - - - - - - - - - - e 0�' w I�IIIIIIIiO '� IINFPI I ��III I P Vel O] HALT! l Qd i� - EXISTING _ w SUNROOM EXISTING BEDROOM t,.o OTrel ausTb r7"i TO RIfJpT 1 u� Lf NOTE- WHOLE HOUSE TO HAVE HEW Io®s -- COVERED PORCH CEILING AND ROOF SYSTEM FLOOR PLAN - -- a r LL i - (_) zxe rlrpore - - - O ��e sill uNu� 1J' G" 22 6" 6� G. 2'-(3" lz• D• a 2 Q 2 J W a N II O _V V O CD m m z_ 2 Z J W 20 O U ❑ ❑ z Q 0LLI U � < � (Dz W00 J 6) Lu W U)Rk � - Q (if of0 LLJ z0 �- � 0 < < U 0wo O W o 12 Q r m O i m Y m U m I-3/0IA I%1I RIfJUF F- m a LL - L ,/.i xir vL RIL6E Y w �- 12 \ © K Y q ZN M (O 2 4-3/4 \ Ln \ U - z 12 =r 0 ,� RF-..- ROOF LAYOUT 0 W (7 Q a Z Q x J r'IObF JFLT - V W o 0 o a J V O ' ,IN] ',FIFF L1 Pllni U o m Z O Z 111 BIIJI&.F BID QW RI TIFII 1, Q F iTPH41 F lnnRNb �,-e:9�to .9 0IS O ISfI -FIT Ir,, ILP.NLIII /AP'I'A - - ^4 PIIAP TII 1 AUT --- "— t ME IF-NI FIP tfn SHEP MIfl4 i 11, TIIHf,-TTI IlC7 �I � Cz "FIT Ill, PFI, III III ellVll w co LIJ _j U` _ J Lu ( I .1 11 t I=ur wL '_ lily QLuNO Ti 'VFIl. - IL�LL- T vn E _r nvFR'E o W1 1/1 1 LLn _ aI TITu- _L = Q LI I'r'�L leo m B�aI,F La II� _ _ I�- T 11 _ ` RI � ua�Llauau I- Q Q . �SF _� — - F IFnL P - IJ F- LL co w - - Sao F."�w _ - w' I In a1)d7 LLJ O - - DUE TU FLGOI RL ATIUN .F'EOBIFCMCIVrS iPlrfp'_ u) oo --- - - ' GIPDEP. Tu BI[ N tFI3 rl BE °Wsll -m� 'III (AS MUCH f PUSF) NAnI F1OOF JOISTS I- f Pl Alt dLOPE"IH"PLRFuL)TI`ITCIIJUI)FAIN ' ^°" � L] TFII1F HIFIF ED III osI rT ,EFI "Int P'I mdn v v Y ',uPF I: PLUMBING SCHEMAIIC T .PUM I_, J, In FN TWA HiJnP IVI olGOEr (^I r-= 'I I ' IVI oIF IrP - Y ___F -r - F" CUFIL WAU 'L trl ltIt "I An ;TFfI iJI LIMI �- f4 UCI. OP VL op SLAB TO BE AT aILVUE LLA I ro LIEMFPFOVF F` _ (Al PER rLa9p COPC IEJWF'LMLNIS) �- N Q r M LID IL lb'YH" CONI FIG IKL, ULLIC Fli SECTION A— A o N NOTE: 1 z � m ALTERNATIVE FOR STEEL COLUMNS PIT"-F vF'II z° (DUE TO FLOOD ELEVATIONS) MAY USE REINFORCED 16"X8" L°'I'4° `.TFFI BI'^'*' CONIC . BLOCK FOR POSTS W/ 7� - - 32"X24"X12" CONC. FOOTING �T W/ REB AR -I �I PI.BVII t I I..P VFHT / IPI:LII All ALL '9 LI%EL. `i - can �JIIAr. -Tt En L) / I -1"i II lil rO� Ill l ( 11 f 11f 11 f It 11 1 i� � _ -I.. ---- - � L.-- �-, , �i ) -' t (j..� ( 1 ( Tri ;� )f�, I r _ I � I� �I� I ( I (� .,.,,�,,.� OFF J G -� U1A El _ .,� W 1 - I _ I ;r�fsac�v''a;� ,� 1 0 L'_.r,' ATF' l - — �� � � ' I.r �•E ^I^ ��y qq (8 :11 wnq � Fi I' Iwn wP L rjr -T�'f'i I VL i�lij' fP1l A1C 'III Nc I' sof 1I'iNdi'i3ii11' 1' ( lV 1 (1 I I I L L ld1 � ) r 1 lI r r L I M I L r L L r r III 1 L --T XSTJ ITL - Ifl , L I >�; �I , I I, � i fes( ,. 1 ,U (�C1f, 1;1,1 I'dlf��l,., I i. 1�1T,� U I , �I S1flI L IIT1 ?, Aft R"I mI^m A uc I -- O FIFFI ',oLtlnul rT SECTION B AMI NDMENT CHANGE 0 FOUNDATION ELEVATIONS FOR FOUNDATION w Lo ADJUSTED TO MEET FLOOD CODE REQUIREMENTS 0 Q S W � O N II O ❑ N c o zM m uJ / 2 O Q IA A A A A X _ - --_ - - - Wuj Z �I r� I rA�_ / 7rSAXXXXXaXXS[ XF �� - -- — -- -- -�� h � L � f ! f l l l I�� -- - — A J -A`A� n P. n iC n -„ It W" A A 0. — __ - - — —_ — _ — Q O �I lTT TTYIrl � YT l� TT11 T`flV lel ^ - - � -- _ _ - - - o � LL O I FEEN I I I I Q r I I I Q '- - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' 'T W r - - - - - - - - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - - - - - - - - - - - - _- - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - Q FRONT W � Zm p H Z M (O i z 01 v I I II II I I ` - - - - - - - - - - - - - - - - - - -I�- - - - - 1 - - - - - - - - - - - - - - o REAR W a a Q i W N II p CJ V N � M O 1} c7 m m Z 5 Z W � U Q O m O ❑ } OO < < WUz W 0 J W W Q � � O w LL - _ EL o pyo [El-- _ - - -- - - Q - - m I I UY in Q M � T � X a LL - - - - = I - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - � Y C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 LEFT 3 zm 0 rn Z C� m Ln m z u I r _ _ _ __ - _ - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - _ - - - - - _ _ _ _ - - - - - - _ _ _ RIGHT ID W � a a 2 a x J W o � Q N V N � r � z Z WINDOW DOOR SCHEDULE EXPOSURECATAGORY: C MEAN ROOF HEIGHT: 14'-8" LIVING SPACE(EXT. WALLS DOORS / WINDOWSY. ALTERNATIVE FOR OPENING PROTECTION _O W W - - - TABLE 1609.1.4 0z EGRESS GLAZING UNIT AREA MIN D.P. MIN.D.P. E— MANUFACTURE CATALOGUE NUMBER DESCRIPTION S. SF U-VALUE S.F. QTY ZONE4 ZONES UNIT D.P. NOTES WINDBGRNE DEBRIS PROTECTION FASTENING Q Z Q } SCHEDULE FOR WOOD STRUCTURAL PANELS of W —I Z ANDERSEN CW24 CASEMENT 6.8 144 0.33 18.8 3 35 40 50 I UNFFTO BE RELOCATED FROM EXISTING BLDG FASMEH ;PACWG (MLHES) W O z ANDERSEN LW 13 CASEMENT 4.9 5 2 033 ]1 2 35 45 20 1 UNIT To BE RELOCATED FROM E)(ISTIING BLDG. FASTNER PANEL SPAN 2 FEET<PANEL 4 FEET<PANEL 6 FEET<PANEL -J W TYPE <2 FEET SPAN<4 FEET SPAN<fi FEET SPAN<8 FEET Q �' Q 2112"N6 _ C36-AN351-AN351-CI65ET UP W00CI SCREWS 16 16 12 9 z O } (— ANDERSEN C16 CASEMENT 8.5 92 033 12D 2 40 40 50 0S dk9 O z Q 0 AN351 AWNING 15 4.0 0.33 5.8 2 45 45 50 ANN i6 i6 16 12 � LL m Ll C26-2 CASEMENT B.5 104 0.33 240 1 35 50 ]UNIT TO BE RELOCATED FROM f%IS1lING BLDG WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM p LUE-L O p W co PANEL SPAN OF 8 DEET SHALL BE PERMITTED FOR OPENING PROTECTION INNFWG60611 GMD[NG DOOR 153 24.9 0.33 h0.8 1 35 40ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. 5118 2/8%6/8 PREHUNG DOOR ll.8 9.8 0.37 18.8 1 40 65 - — - - (REFER TO SECTION 1609.1.4, 1609.5.5 AND TABLE 1609.1.4) p Y n U D? � m F N m r y) N F T � I x X Q LL Y a o o r x w m � z m O cv Z M WIND- BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANELh ���v�.i MULTIPLE SECTION ASSEMBLY: `o FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS iI li \l 1/4" THICK BOLTS @ 7 OC ( MAXIMUM MEAN ROOF HEIGHT: 35') II II A SHUTTER ASSEMBLY SHUTTER ASSEMBLYN.T,;, - w N.T.S. A. IoI- U FOR PANEL SPANS: v I , .1T FOR PANEL SPANS: 4' OR WIDER SPAN 0 < 4'0 WIDE SPAN 32" APA SPAN—RATED 48 24 SHEATHING GRADE PLl'W000 23/32"(OVERLAP ARoAPA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD „ 23 / / uND OPENINGS 4r') O (OVERLAP AROUND OPENINGS 4") I , iI wl 4 O 2%4 STRONG-BACKS @ 24" OC ASSEMBLY_ ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ ASSEMBLY: �,/ #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I). PREASSEMBLE PLYWOOD TO 2x4'5: 10 (w/ WASHERS) GALVINIZED OR ��. wUcEgc�q "• J WOOD SCREW @ 16” O.C. STAINLESS STEEL WOOD SCREW @ 12" O.C. 2) ATTACHING STRUCTURAL PANEL FASIEN TO BUILDING w/ \. °i O ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: \\ #10 (w/ WASHERS) GALVINIZED OR STAINLESS SIEEI_ #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) WOOD SCREW @ 16" O.C. MACHINE BOLT @ 12" O.C. \ ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) MACHINE DOLT @ 12" O.C. Irm 0 (1 W Wf7 Q a t WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWINAPPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION. FOLLOW MANUFACTURE-16 RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM U J G o Q PLIFT LOAD CAPACITY. 'm II o _n KING STUDS / / \ (D UG RD'D m ENOWALL CRIPPLE SLID fl WALL STUD �� J1\ Q LU ° RIDGE A DDI TOM PLgTE ��� / �/ an U ¢ LEDGER ❑ O) ❑ p smewqu / \ HEADER — —O 7 \\ / opue tT�olsr �j\:�, 4 ///�`• / JACK STUDS \\)) RAFTER V AAA, FLOOR USP NUMBER pEBCRIPTIGN APPLICATION Z 1ST Ap56 HOLD DOWN CONNECT TO 1510E OF ALL CORNERS \ V Q .VICHOR TO GONDATION WI ANCHOR BOLTS \ CONNECT TO I SIDE OF ALL CORNERS ON LOCATION USPNUMRER DESCRIPTION APPLICATION LOCATION URP NUMBER DESCRIPTION .MPLICATION V � HOLD DOWN BOTH NOT PLATE OF IND FLOOR ANOTUP RAFTER 512E USPNUMRER OESCRIPLON 2N0 AOB6 ALL OPENINGS LBTA12 1414"x12'20ga STRAP APPLYTO EACH JACK STUD ROOF LST.L4 1AWA24"2Gga STRAPAPPLYG RIDGETOEACHI RAFTER -- - APPLICATION BATH/SPA TUBS TO HAVC-q DCUBLE FLOOR JOISTS UNOERFOH ADDED SUPPORT Q W W ANCHOR PLATES OF IST FLOOR CONNECTTHROUGH _2W2x9_ L526 iSga SLOPE HANGER APPLY TO EACH RAFTEF%LEOG6R JOISTDIRECTIONWITH 2 JOISTS UNDERWALL �fJ /Qp THE FLOORS TDEAOHOR GONNTIIREAROJ. ALL OPENINGS RT3 OR RP TYOOWN ANCHOR APPLV TO EACH CRIPPLE STUD _ _ SUPPORTEACHWALL RNNIN6 PARALLEL WItH TI IS FLOOR W V Z 2%ID L5210 iSa SLOPEH - - FOR JOISTNOT DIRECTLY UNDER PARgLI EL WALLS PROVIDE Q R/1Fr — U) w BLOCKING aCpq"OC J wq LSTUo J W VENTHRT SELECTE ADAusr Q O / VENTS SELECTED ADD LOCATED BY CONTRACTOR \ O W F METAL srRAP CRICKET AT TOP SIDE OF \ �� z Z Q =) CHIMNEY \ VENTILATION CHANNEL ( \� Q O RIMBOARD (J RAFTER / AS REQUIRED \\, Q LL SILL PLATE(S) :WALL SHEATHING -� RAFTERS MAINTAIN VA\ \V A`/�� U) • - -- 3IOEWALLFLASIHING VEMILATION FOUNDATION - " TOP PLATE WOODJD15T--� �� �V JA� V O W C:) - - - FINISH WALL AND MOISTURE V �� � -LOCKING \ / BARRIERTO LAP FLASHING Tv: i A -2xA LEDGER BLOCKING STAPPIO BE ATTACI'IEDTO WALL STUDS®43'CC � ,i;rT AT WALL-MAIMAIIJ GAP ATTIC SHALL BE PRONDEO WITIHA 3450FFIi,IDIST "'D�� .� ASCII WINOOWIDOOR OPENING JACK ALLEN i/ \,\ IT ORJOISTOEPTH USP NUMBER DESCRIPTION APPLICATION �' f1� / BETWEEN R'AL I.FINISH AND WALL STUD MINIMUM.ITFREE VENTILATINGAREA -_ _ —FASCIA \\ \�� IWI GO -Q / - ! ROOFING TO AVOID SOAKING NOTLESSTIiAN 1/.SGOF TFIE AREA OF L -DOTTER �1.((J��. \ p INSTALL SHALL BE E MENTD COVERED WITH ALL ROSI NGS WOOD GIRDER d"-N" LET AIN i-1IA'x[A"2Uge STRAP ANDJALKGN05 :9 SHALLpECOVCHED WITH CORROSION- OWN SCREENED VENT ON ALL PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH h1EBH COOTS 6OFFIi/EK PLYWOOD INSTALL 4'0"OL. Y/ FLASHINGTOFORM CIHANNE LEGATION USPNUMRER PERCEPTSI APPLICATION OPENINGS OF$INCI I IN DIMENSION �'� ANISE AS TO MAINTAIN AIR -- — - SOFFITED EAVE e"-u" LSTA30 IDUE. IS,. STRAP ANO JncK sruos ,�_\� CONNECT To N ✓ GAP TO PREVENT CAPILLARY 4'-6'RAFTER RT1G 10di4"x1 Bga TYOGN HOR Y N ON ALL CPGNINGS CAM I RAFTER ACTION (J m INSTALLA'0"OC / \ 6'-12"RAFTER RT20 21-116"x2G9a WHICH HOR CONNECT I"O ROOF VENTILATION / PROVIOEBLOCKING BETWEEN JGETS THAT ARE SPICES AND � 1:'-I6" LSTA3G 1-i14'x36'laU8 STRAP ANBJACK STUDS EACH MFTEfl OVER BEARING WAILS ANOHGADERS ~ N m NA U PBNwGs \ ',\\� KEEP reooFING NAILS our — 60FFTED EAVE DETAIL INS FLODRWALL OF FLASKIN - 6 c M \ ROOFING LAPS BASE \ �— FLASHINCHES \ x RAFTER BASE FLASHING WRAPS CORNERS, \�\ UNDER SHINGLES ATy; RIDGEQAPOFSAEI AV/ pIDE561NCHG5 MIDLMS / SHINGLES AT BPGE MIN 41NCHE5 MATERIAL ALROORNG � AILEp TO SHEATHING THROUGHVENT K rT G WDODJOIST S l{I m TOP PLATE /� / \ } N" � 2 tsr.FLopR WALL SIDE WALL FL,4SI-IINCx \ GIROEILHEADER �II1 SLAPPING TO BE ATTACHED TO WALL SNOS 94FUQ AND ALL WINDQWNOOR OPENING JACK STUDS METAL PLASHING AT ALL EAVES SIEEGI WALL STUD O W000 JOIST \ .YY Z m AND RAKES-PROACE HEMMED NEALE SO FLOOR JOIST DEPT I UBP NUMBER OEBCRIPTION APPLICATIONRAFTERS INBTALL4'D"O C AS TO FORM DRAINAGE CHANNELS AND \ P.-Ill LSTA36 1-114'x36"1 STRnP AND JACK STUDS PREVENT CAPILLARY ACTICN LOOALON USP NUMBER DESCRIPTION APPLICATION�IDOWN AJNCIK� Nla TC/WALL SFTHA SIDOPLATE ANCA�DNNECT—OVER - CONGO RI DOE TO SOL PEO AIR PASSAGE ALLOW PRE THE PROPER STEEL - ON ALL OPENINGS R TO PLATE OVER RI DOE FOLDS 112E ALL JOISTS CONNECTED TO A FWSO II FACER TO UP SUPPORTED WITH NBTALL 4'6'O O. MSTA48 1-1I6'x4S"16ga STMP ANO JACK STUDS IF ABLE,ED FIRJOI6TS APRp%. 1%"H6HER THAN IVC HEADERS ON ALL OPENINGS TO ALLOW FOR SHRINKAGE ARFDUCG BLIMP OUTS A DBL BILL IR LD T W / f—` TERMRE SHIELD SILL GASKET ' sueFLoaR / GASKET E -WOOD JOI6T9 TVP CONE FOUNDATION CONE SLAB DAMPPROOF EXTERIOR 6MIL POLY GRANULAR FILL / / o -:e =xB CONTNQCpS WOep PLATE {U EMIL POLY ON=RICR / 'r -- COLTEA TO STEEL GEIM WITH STEEL COLUMN ROOFJAGH II2 " DIA BOLTS n 46'o c. STAG 4 CONC SLAG II `\ COMPACT FILL " STEEL aEAM U ROOFING LAPS; 4"uIH"x 8" AT e A �q Il FLASHING AT TCP AND BOTfOM1 V KEYWAY FOOTING is �"n �- GONG RG (� HdxS ALIIARE WASHERS SIpES AND TO, PLQT6'fl IrEW ° rl r 4 PLDPS6B OR OPCB3 �- DRAIN TILE . CT' 'e ANCHOR BOLT C FOUNDATION CONNECTION; '18 UTAAM SPACING Lr FLASHING LAPS _ • " — 31iBLEST UT LU NLF yga;T�;Fr.`•hit \ �"' 6•' MUT PLATE TO r A REINFORCING BAR FOLV S"OIAAN \ ]2'OC STEEL NG AT D01'OM �- CRAWL SPACE OR FOUNDATION\ to KIPS J TYPICALCONC FOUNDATION APPLY PILASTERS SILL PLATE tOR FOUNTIN --y5^OC WHERE NEEDED FOR STRUCTURAL GRACING MIN IF STEEL COLUMN ANCHDREO TO 30x36"OWGONC FTG CRAWL SPACE OR POENOALON TYPICAL BE.QI"I DETAIL r� L O,r AIR BOTTOM PLATE TO FOUNDATION ,/ EL STEEL / BOTTOM BEARING —� ROOF JACKS < VENTS DETAIL fSLAD�ON-GRADEI ` 2 2' CDNC ALAN / / I �_ Supt-LOOK r ' L 3 q p DOOR FRAME �— x 6x61011 o wwM GDG�AGE �— COMPACT FILL R USE 2X8 JOIST { 4"SLAB FOR 3LOCKOUT —C W/6X6 WHM v - SLOPE STEEL BEAM GRAOF -"�,. 'a '6%6W WM�� _ ire 3111 OF 0 � '.°°m °A•V.'DRIVEWAYy PRD TO BE APROXNI2 AI L-NO AND T@t' NOTCH JOISTAND ADJUST HEIGHT 'BEAMS OF N.O.WDGPLATE G NEEDED( n 1' BEAMS - A r OR HIGHER THAN _ _ _ 4_ _4 A T-III I LET- STEEL BEAM TO ALLOW FCR SHRINKAGE 12. n <I n IF REQUIRED VIDE STRAPPING TO KEEP,IOISTS AI IGNEO MIN. 6 Acld A qn'e A < A NOTCHPOEIOF BEAM _I� -yy, �I� _ ° .G lyREINFORCING BAR , eA o °a 111111 r-6UBFLDOR REINFORCING BAR ° DRAIN TILE it SHLETMETINOERREAMAT POINT x/ — 12" \ OF CONTAC4ETEORCONE BLOCK OINT �U JJI ^ r V• U JOIST s .\ TYPICAL BOND MONOLITHIC FOUNDATION REINFORCE WITH(2)K4 REINFORCING EARN THICKEN SLABS DC-NEATHHEARING WALLS AND COLUMNS ` SHIMS TOL �— NEELBEAM REINFORCE FOOTING WITH(2)#4 BE \ TMINIMUNFACEf-OR WOOD REAM GARAGE DOOR BLOCKOUT PLATE(BOLTED TO ROAD) BEAM v_ O W D D_ 0 KE WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGSw 0 USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY EDUPI u o U_ A'MAX .dA \ KING STUDS { O HE a j z 2m A"GIA MAXI MUMEd �^ - �`$ 1 LRIPPLEGTUD CLIMATIC & GEOGRAPHIC (DESIGN CRITERIA a r a RAFTER RQUINDFROST LWTTGGR icE9HIEL0 U Q LEDGER J \ \ GSNOW SPEED pE516N WEATHERING LINE TERMITE pECAYN ONGERLAYMENTFLOOp (T3 O RIDGE HEADER -1 _ Pr J �� ; LOp (MNI pEPTN MOOEgATE SUGHT TNAZ0.Rp6I6 LB6 120 SEVE 3Fi O �T HEAVY r1AFTER �_� y JACKSTUDG VI z a i vvV�' p W RAFTER-TO-LEDGER CONNECTION i-- U RIDGE-TO-RAFT ER CONNECTION LEDGER TO BE CONNECTED TO RL Dc USING 112^DIA BOLTSAt6'ac wl, WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: < W Z RAFTGR612E USP NUMBER DESCRIPTION APPLICATION LOCATION UBP NUMBER DESCRIPTION APPLICATION t) Waess olM1erwrsenoletl,all hemnrp rnalalal fu pa lH AS prusure freafea 1pmher cq LOCATION UBP NUMBER DESCRIPTION APPLICATION 2x62x6 L526 iBgaSLOPE HANGER AnPLYTO EACHRAr-TFRILEODER ALL OPENINGS L8TAI2 1-061'x12"ID All ratleneF:,ban _� STAIR RAILING \ _ Ge STtuP APPLY TG Enr-HJACK SmU g,ra ana nnen,ram ne pamnra�a^r,G•rrlrs;,Ieel W T100i L6TAGA 1-111'rA"Z➢ga.STRAP APPLY OVER RIDGE TO EACH RAFTER( 2XID L5210 iRpa 61 OPEHANGER APP(VTO EACHRAFTERIIFDtiER ALI OPENINGSRr3OR RTi TVDOWNgNCFIOR APPLVTOEACHCRIVPLE STUD 1-- U)zLLrmnra mr ana wi,m In aE hmwa or a^mored In EeEn p^9l PiEr.nm wa,bEm ana J W O cnaars nn conarafe plena snau he anaborea vele lannnatlms'11141 "1 W UJ I..cnnvele wmrammlrnllm IZR IE 17 leen andmr Id,wlm A,x anen.. Q 2 1-11D SPACE pmpera ere MINIMUM 3) Pos osuppompg grMae shell peandro2aln^mlmmum l'1'e12 ii T'1110 oncrala \ O W P _ to^bey u,aa nrnrmmm uz"ara.T'mn6 Snorer hwowlw waane�ena nam.Fnnrm�seall HANDAIL RS RAFTERrER fl — p=3anolow grace O Z Z 7)Q RAFTER T� /\ -�1 AI DEuklolsLsmrreve blodAnger R'Ooc F <LL O ) 5) Hmr ealg Snell ho lnslallaabo. thebudal,ana Cd,or La,Jn6 do IF.dlhd,1mc:)q 0 EL ana nmrlM1eleagerLeagormbnfastErmd-a m talldmg AU1,2"diid bolt—OvA,hars (III\V^IO POET -c-tsPIICoc W O TO PLATE /- / 6 Coorsels TOP PLATE ) plcs mall lrEnminlmunr R"nhove grate fnr glrtler suPP^a BALUSTERS ATf11RE lobe WppoFGwllM1 nangnmaoa anunors.Eacn Juld Shall ala^R-IJI d `+✓' RIM/OELH JOISTT _ loglyderN rFT^/ �\ R) Caveretl Ro^ls shall heasssmbletl Soo nncnoretl pre samernannar asalyplrml nmlJmp OPEN BAWETER ATTACHED TO WALL WALL STUG 'J WgLL 6TUU Q \\ o \\\ Cr \ 1 � HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION �\ ALL HANDRAILS srTnLLBE cprvnlvupusrnEr-uu LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USPNUMBER DESCRIPTION APPLIOACGN ,1 N OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DC-6LRIPTION APPLICATION --- -- -- —--- CONNc'LTEACH ro RAFTEMPLATE RTfE TYDOWNANEOR U SHALL NOT BE LESSTHAN I-IMP NOR MORE THAN z^Iry e"-6'RgFrER RTtp ip-va^e16ya-rvuOwN ANCIVOR CONNEci rO RARERTOPLATE _ POST-TO-DECK CONNECTION NAILING SCHEDULE D m EACH RAFTER LONNEc.T1!E F' N T CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL PLATEWALL EPTW STUD PLATE ANCHOR USE MIN (2)112"DIA GALV BOLTS WITH WASHERS AND NUTS N N PROVIDE AN EQUIVALENT GRIPPING SURFACE C' IX RAFTER RT2p 21-116"e20ga TYDOWN ANCHOR LONNECi TO PLATES i0 EAC11GND O S+ r EACH RnFTER JOINTllEECRIPTION a,NAIL NAIL G NOI EB fM0 \ / SPACINx q MAX \ \ �� STRUCTURAL PgNEL 6a ARrNFCM5BCSIR 3tl LL A'DIA GIROERIHEADER O GIRDEwHEAGER —p / ROOF FRAMING: K r n JOIMDESCRIPTION NAIL NAIL NOTES S W m q Or, SPACING F„ Z JOIST J�.I PGBT/COW MN " a RAFTER TO E'WALL 1.CGMAAON EACH Atl COMMON RAi TER q / \ POSTICO UMN 'J iOP PLATE WALL q� ISE-NAIL O N II CRLINGUEST R'WALL TIP!COMMON EACH Z v OE NAIL CEILING JOI PLATE 10 AS PER TABLE dMON 1pGlr FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SEC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3i EACH FACE POST-TO-GIRDER/HEADER CONNECTION GVLR PARTITION GFCM-SBC LAP NAIL IACATION USPNUMBGR RF DA APPLICATION COLLAR DE ASPERIABLE34 EACH FACE SPLICED JOISTS OVER HEADER/GIRDER n:dsoTlD COWMN PBEg4IPBSEaa/KCA4 POST DA ArvcIeOR PPLY Tio EgcN cowMN ro RAF HER LOOM-sec END NAIL DECK/PORCH RAILING BLOCKING EACH TOE LOCATION UGP NUMBER D--ELRIPTON APPLILgT ON 9v650LID LOWMN PB566I PBBE66I KC66 POST LAP ANCHOR PPLY OEACH COI UMN POST-TO-GIRDER/HEADER CONNECTION TQRA6TER 2-Ed COMMON ENO NAIL HOLLOW COW MN SIMPSON STRRIl2 HC ANCHOR PPLYTO FACN LOWMN RIM1190ARG - .IDISTTOGIRDERIHEADER RTfO TYpOWN ANCHOR CONNELTTOEALH JO IST USEMING)112"CIA GALV BOLTS ROIWASHERS AND NUTS 2-IEd COMMON EACH END HERAFTER END J E j WALL FRAMING: 11NDI5TI1RESED 501E GIRDS / JOINT DESCRIPTION NAIL All LAY PLASTIC BASE DIRECTLY ON _ Ory SFACIrvD Nines UNDISTUBBED SOIL(Oi,GANILS REMOVED) TOP PLATE TO LEVEL BASE 1 IDP PLATE 2-ICI CO1dMGN PER FACE NML WOCO JOIST FIT CONSTRUCTION THE AND PLUMB `- OOT W BRALETUBE TDP PLATES AT .ISEUTI -1Htl COMMON JOINTS FACE \� All \ FILL AS PER IAANUFACNRES'INBTRUCTION6 N SITUOTO N' EA SIDE NAIL u LEDGER J'^J / ® �ry GIRDEOODT ER -EJ \ CONCRETE PIE? STUp 2'Itia COLIMON 2a F CE V WOOD JOIST `I(Dy)I \ II al= _ 91� _ HHE To OF' WOOD JOIST VIII IIII-III-III-III,'-III- nV HEADER ifitl CGpAMON .1G' B` A � . ' lLLDNG- G` .0 r TOP6 D OR BpTTOM 2-IfiUC O - PETITE TG sru6 a- ' P� 16a c61 oN - R46 STUD - NnI r q FLUSH JOISTS WITH HEADER/GIRDER uDTTOM PBAND,- F-LDOR JOIST,BANG JOIST,b ifid COMIF CEILING JOIST TO BLDG. CONNECTION ALUOISTS CONNECTED TO A n USH HEADER TO BE SUPPORTED WITH HEADER/GIROER-TO-POST CONNECTION END JOIsr GRemcKlNc 9 rER FACE IL w y.] LEDGER TO BE CONNECTED TO BLDG USING 112"DIA BOLTS AIB WITH WASHERS THE PROPER STEEL CONNECTOR DI5TGRBE� / POOR SOIL ^" ki IF ABLE,SET FIR JOISTS APRO% 1/q"HIGHER THAN LVL HEADERS LAVA-6'LAYEROF CRASH ED STONE OR LOCATION USP' DESCRIPTION APPLICATION Ir. rplf / -LJ TO ALLOW FOR SHRIIJKAGE GRAVEL (2)DEIIN]BRAD. WEM DOST/SO ANCHOR gPPLYTOEALH PIER / LEVEL ANO COh1PALTBYHAND 3)BEAMS PAU660R WE66 POST/BEAM ANCHOR APPLYID EACHPIER _ LEVPLABTIC BASE ON COMPACTED GRAVEL V � ry' FCi FLASHING OF SIDING EEEEA FIT CONSTRUCTION DECK FRAMING, 'A7.1A �•� FIT COYBTRULTION NBE AND PLUMB O TOP PIECE OF BIDING ANU ! NAILLAPPED OVERFIRETCONTIN MNBRACETUBEJOINT DESCRIPTION/A 1 1 FILL AS PERMANIIFACTlIRG6'INSTRUCTIONS PIECE OF SIDING BELOW JOIE BEO qd SILL TOP PLATE OR GIRDERAIL _ BRIDGING Ad COMMONNAT 112"DIALAG BOLTS WI WASHERS 1= =III_= F =1- = -11= ' 2- CONNECTEDTOSLOG P THAT CNG NAIL ®16'OG -III-III-III=III-III=III=III=III-III= OST BLOCKING NDE END NAIL 2-ptl COMMON WOOD JOIST TO JOIST BLOCKINOPL EACH TAF. FLECKING �'� SILL OR TOP PLATE 3-ifitl COMMON TRIP BLOCK NAIL \\� CON[. PIER FOOTING FLOOR FRAMING \ LEDGER SEACE ( 2v JO STS BIGFOOT SYSTEFIS FaoiING FORM p.� ^ �' TO BEAM 3-Ifie COMMON ACH 1- JOIST NAIL 12'K12"x12" INACCORDANCE WITH SECTION ICA 11 OF TY.S RESIDENTIAL CODE TMS DESIGN CONCRETG FOOTING JOIST ON LEpGER 3-RA COMMON PER TIME BLOCHIAD FOR�� WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE ANOTHEAIATERIAL OFFERE015 " TO BENN JOIST NAIL JOIST HANGER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT •. BANG JOIST PER END LAG BOLiS PRESCRIBED IN THE CODE. - j LODE ST 3-111COMMON JOIST NAIL I I IE DIVISION OF COOL ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT RIM JOISTIBD' ! ACCEPTABLE FOR USE IN N Y.SBASEDUPON ICBOEVALUATION SERVICE REPORT DgORJOI6i TO yfba COMMON PLR TOE NAIL SPLICED JOISTS OVER HEADER/GIRDER EREPEEADD SUBJELTTO THE CONDITIONS THEREIN DECK POST FTG. CONNECTION SILL OR TO PLATE FGD( ✓ PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION UEP NUMBER pESCRIPTION APPLICATION ❑EC WPORCH LEDGER CONNECTION USE WITH ana TYDOWN ANCHQPS axa POST PHUA4 GR ruEu POST 1 BEW Arvc4laa pPPLvrD Ewcn FOORNG 6X6 POST PAU66 OR WE66 POST/REAM ANCHOR APPLY TO EACH FOOTING U- Q WED O Q a o a x ad o � Q NAILING SCHEDULE o E A WIND FRAMING NOTES PLAN CONTENTS: 0 0 GrEN^R" 'L NOTES 1).RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING: OCCUPANCY CLASSIFICATION M 1-114"x 20 gauge arra shall be attached to each pair.{afters in accordance to table 34. NAIL NAIL R3 RESIDENTIAL o Whena collar lie is used in leu of nitre shop,the number l0tl common nails required JOINT DESCRIPTION OTV SPACING NOTES BWLDING USE RESIDENTIAL DWELLING [9 m n each end of the collar he need not exceed the tabulated number of ed nails In the strap RAFTER TO 8'WALL 3Ad COMMON EACI I BUILDING HEIGHT 19'-11-1/4" - Z Z CONSTRUCTION NOTES: TOP PLATE 10'WALL 4-etl COMMON RAFTER TOE-NAIL 2< J W 1) The mfnpnall.n wiNm This sal olconseuchon dowrtienls IS'related t°basic design 2).RAFTER-TO-WALL ASSEMBLY TOTAL SD. FT. OF CONSTRUCTION )BST S.F. intent and framing details They are intended as a construction aid,ria a substitute Lateral framing and shear wall co eadyin.for rafter,ceding or vu's to to late shall be en CEILING JOIST B'W 1LL&Btl COMM EACH p Q top TOE-NAIL PRESCRIPTIVE AS PER N,Y,S, RESIDENTIAL CONSTRUCTION CODE AND ❑ W O ❑ for general) accepted good produce and compliance wile current New York accordance table 33 When a rafter.truss d°not fall in line with studs below, TO PLATE 10'WALL 4-Bit COMMON JOIST DESIGN CRITERIA y p goo building 1995 SBC HIGH WIND EDITION WOOD FRAME C0N5TRUCTI0N MANUAL Slate building codes.The General Contractor is responsible for providing standard or trusses seal)be attached m the wall lop plate and the wall top plate seal)be attached to CEILING JOIST TO AS PER TATEACHCH FACEonclr°dmn delalls and procedures to ensure a professionallyfinished,structurally to to the Wall stud with uplift c.nnsdmns Roofs overhanging the rake side ofIre building PARALLEL RAFTER WFCM- P NAIL FRAMING ELEM NT5 AS PE FLOOR PLANS CR0SS SECTION AND GENERAL NOTES..antl and.mWinmmof completed product shall be connected wllh uplift connec,ions in am.rdance with lahle33c CEILING JOIST LAPS AS PER TACH FACE EXT. BALCONIES 60 2) The General Contractor is responsible for ensuring that all work and construction 3,.WALL-TO-WALL ASSEMBLY OVER PARTITION WFCM- P NAIL DECKS 40 Z }meals wedded federal,stale,county and local codes,ordinances and regulations,etc Wall studs above and studs below a floor level shall be attached with uplift connections In COLLAR TIE AS PER TACH FACE ATTICS w/o STORAGE 10 O W Q TO RAFTER WPCM- D NAILThesecodes amto 6e c.nsitleretl as part of the speclRcahons for[his building and accrdancewith[able3.36 When wall studs above do not fall m Ilne with studs below,the ATTICS w/ STORAGE20 Ushould be adhered to even if In vananca with the plan studs shall be allached to a common member in the floor assembly with uplift connectors In BLOCKING H TOE DESIGN LOAD CALCULATIONS 2-bd CO !LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45 Q Z W }accordance with table 33. TO RAFTER D NAIL ROOMS (OTHER THAN SLEEPING-) 4pW Z (DO NOT SCALE DRAWINGS)ns shall take denloversaled tlrawins 4)_WALL ASSEMBLY TO FOUNDATION TO BOARDRAFTER 2-t9d COCH ENDROOMS (SLEEPING)TO RAFTER D NAIL 30 W Q connectedt the foundation, ill late or bottom plate wishu lift First wall studs shall beshallhave o is p p p STAIRS (- CA 4) The designer has ria been engaged for rnnslmrlinn supervision and assumes no connectors Steel h5I ache off s,in concrete WALL FRAMING: 4O J W W J resporeadmity for emmuchon coordinating with these plans,nor responsibility for foundation and slab-on-rade,151nchas in masonry block foundations,or lapped under GAURDRAILS (ANY DIRECTION) 200 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 336 When steel straps are lapped under the JOINT DESCRIPTION STV SPACING NOTES EXPOSURE CATAGORY C NAIL Q _ precaullons and programs in connection with the work Them are no warranties,fora bottom plate,3 inch square washes shall he used with the maker bolls.Anchor boll W TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION Z it- anchor ~ specific use.xpressed orimplied in the use of lheseplans. anchor isle are so betlaad redbetween&1 inches ce to hestable 32eln of a sill late andel 2-161 COMMON !ROOF - FOUNDATION) Z anchor bolls are t°be spaced between 6-12 inches from the end of a sill plate and all TDP PLATE FOOT SEE NOTE 1 DETAIL PAGE 4 GF_NERAL NOTE PAGE Q Q Q O 5) R.ferNthe Windowand Door schedule forextenor openings comers. TOP PLATES AT r-1fid COMMON JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE AGE E- < 0 INTERSECTIONS EA.SIDE NAIL EGRESS SEE FLOOR PLANS_AND WINDOW SCHEDULE 6) The General CDLu 0oristo ensure that masonry orpmfabaded fireplaces meals 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Sym, d O or exceeds manufacture's speci6ca9ons and applicable codes Type exlenor shear walls with a minimum of]116 inch wood structural panel on the exterior STUD 2-16d COMMON O C. NAIL FIRE PROTECTION W O attached with Bit common nails at 6"°c at Oe panel edges and l2".co la the held,and !SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS 7) The General Peninsular is to consult with the owner for all built-in items 112 inch gypsum wallboard on the interior attached with ad cooler nails at 7"one at panel HEADER TO 16"O a FACE Q �- such as bookcas,seshelving,pantry,.1 data trims,etc edges and 70"°c In the field shall he In accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION in table 315a-b TOP OR BOTTOM I-16dCOMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHi 3.5 RELEASE I an 8).Wind load equirernmerhall be taken into account during construction PLATE TO STUD _d-16d COMMON PER 2.5 STUD NAIL O O 6) TYPE II ora lm ORSHEARWALLCONNECmentsTIONS BOTTOM PLATE TO' -' FOUNDATION NATES; Type 11 exlenorshealwelis shall meet the requirements eftable 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST,2-1fid COMMON PER FACE NAIL length adjustment factors In table 316 FOOT SEE NOTE 1,2 1) The GenmalGontradorand Mason toreviewplans,elevations,details and notes t. END JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Y dD ae determine Intended heights offinishad floors)above typical grade 7).INTERIOR SHEARWALL CONNECTIONS FLOOR FRAMING: U °? GROUNp WIND SESMIC FROST Allowable sidewall lengths provided in table 314 shall be permitted to be incmasetl when IWINTER ICESHIELD FLOOD °p 2) All footlngs to rest on undisturbed(,,in)sell interior shassmads are used.Sheathing and connections shall be in accordance wllh JOINT DESCRIPTION NAIL NAIL NOTES SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGNUNDERLAYMENT ra DTY SPACING LOAD (MPH CATEGORY DEPTH HAZARDS rn 4V 2442 and 224 respectively. ) TEMP. REQUIRED h ra 3) Provide ll2'expansl.nlomt material between cencrete.talis and abutting JOIST TO, PER To concrete or masonry walls In exterior unhealed lnled.r areas. 4-BRIDGING it WMMOIN MODERATE SLIGHT TO ���� Q m ry 9 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS. SILL,TOP PLATE OR GIRDER JOIST NAIL M16 LHS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 °l� �( 4) Any new concrete..Its being attached to mdotm,concrete strudure shall with Headtabler e 35 Wind..dhe girder connections ill plates shot be have steel commerers in aWW,m twit table BTOJJOI ST 2-9d COMMON END NAIL EACH --TOE u haloslalledw8h#4m-bar,18"Iongatl2"oc Use approved epoxy forinstallati.n 35 BLOCKING EACH TIDE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 2-fid COMMON Y 5) Unless 4 inch trek sand all gravel fill with Bo wasbe mesh reinforcing Concrete lobe TO JOIST END NAIL poured on 41nch thick sand orgavelfelwith 6x6 wire meshrelnfmcin Interior slabs D) em a rid RALo beneABSEMBLP SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 6 O 9 Wheredontoptubeusemorstouduralboom,NemRersachedeither chriftr-tumid BLOCKING TO: 3-16dCOMMOIN EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES O y w to be minimum 3-1l2 inch thick. anchored on n coiling bet afthe one committees Connections shvs o the hope a each caller-be be SILL OR EDGER S PLATE CLOCK NAIL 4'PERIMETER EDGE ZONE Bd COMMON @ 6"O C Bit COMMON @ 6"0 C. SEE NOTES 1,3 = '3 rO along reopen ceiling par[of the building.Conneki.ns to the ridge and wall shall be be LEDGER STRIP EACH FACE W_ W ao fi).Crawl spaces to be provided with a mmlmum 18"x24"access opening Install one attached With the above requirements TO BEAM 3-16d GOMM08N JOIST NAIL INTERIOR ZONE ed COMMON 6"O C ed COMMON 12"O C SEE NOTES 1 (BOTH FIELDS) Z tip 8x16 cast iron foundation vent for every 150 sq.ft .f area @ @ K JOIST ON LEDGER PER TOE NOTE 2 FOR PANEL FIELD O N ]) Damppmaf exten.roffountlaBon with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TDBEAM 3-ed COMMON JOIST NAIL GABLE ENO WALL RAKE AND RAKE TRUSS Btl COMMON(a}4"O.0 6d COMMON@4"OC SEE NOTES:1,3 Z .- NYS Resllentialloream6.n Code AUmll paydbylenefilm shall be applied over Ij_Unlese oterwise notetl,allfaming ma[enal[.be#1 ACO preesuretraaledlumber BAND JOIST PER thebelow rade porkon of exledorwalls prior la backfillin, AR fasteners,hangers and anchors to be galvanizes orslainless END steel TO JOIST 3-16d COMMDIN ,101ST NAIL NOTES BAND JOIST TO PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 8).Drainage as per sedlon R405.l N.Y.$ Residential Cons[mdion Code 2) Girders concrete oidn to be belled tore di post owithpt washers and nuts 2-15d COMMOVN Girders on concrete iers shall be anchored with proper steel connectors anchored SILL OR TDP PLATE FOOT SEE NOTE 1 P P P the Fmmo perimeter re edge zone n artort of the penmeuiredsh ll the root including feet on each side o(teroof peak, FRAMING NOTES Imo°nnaralewimamimmumvz"diax7"mnsanchor b.uwunwa.nersand nuts ROOF SHEATiING: me4toot p.rlmaleredsa�.neanaanm.nl.regmred.nanreused 1) All firemipg techniques and methods as prescriptive design of 1995 SBC High Wind 3) Postssupp.mog girders shall be anchored to a l2"x12"x12"thick c,randle fuming JOINT DESCRIPTION NA NAIL 2 Tabulated 12 inch o c nail spacing assumes sheathing attached 10 rafter/truss framing members with G>0.49 A Edition Wood Forming ConsWdion Manual Use a minimum l/2"dla x P'loo nchm bolt with washem and nuts Footings be 311 Of, SPACING gmembers With W g a g AS PER TABLE 3 ie For framing G<049,Ili.nail spacing shall be reduced 1.fi Inches o.c below grade Parches with covered mots shall have 12"ilia.concrete piers for the,niters STRUCTURAL PANEL tl 2) Unless otherwise noted,all(raming and structural wood ma[enalmbe#2+BTR WFCM-BBC 3) Tabulated 4inch.c nail spacing assumes sheathing to rattail truss framingmembers with G>g49.For Douglas Fir. 4),Deck bore to have blocking at 8'0 o.c CEILING SHEATHING: framing members wish 0 A2<G<B49,the nail spamng shall be reduced to 3 inches o c 3)Floors,Walls,ca0mgs and afters to be.pewit at 16 inches o.c.unless noted 5) A minimum of 10 inch flashing shall be Installed between the building and ledger NAIL NAIL On olherwrse Ledgertobefastened tobuilding with 112"tlia bolls with washers and nuts JOINT DESCRIPTION QTY SPACINJG ��II where needed. GVPBUM 7• Dc ELDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �1 w 4)-Unless otherwise noted.all bean^,wall headers to he(2)2x10#2+BTR.Doug.Fit Sd COOLERS 1II Basing wall headers to bay.ZDack studs aad(2)full length studs an each side.fail WALLBOARD 10"OC FFIELD SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTGRMEDIATE F'i fi).Conrsete peers shall be a minimum 6"shove grade. AT PANEL EDGES SUPPORTS IN THE PgNEL FIELD NOTES ' openings LVL headers to have(3)jadwludsand(2)fulllenglhsWdsoneachsideof WALL SHEATHING: z openings Bearing wall window sills shall also have(2)Window sill plates for 2x4 wall 7 All mals he he rePP g ortedwith reasons and emblem Each Joist shall also be anchomd WEDGE ZONE Bit COMMON 6"OC Bd COMMON 12"0C SEE NOTES 1,3 LB0TI E S) W openings between 4'1 and 610 and 2x6 wall openings between 511 and e'9 Provide fico to girder(.) JOINT DESCRIPTION NAIL NAIIIL @ @ NOTE.2 FOR PXrjfli ply and blocking where applicable. QTY SPACf.ING INTERIOR ZONE Btl COMMON @ 6"O.G. Bd COMMON Q 12"O.0 SEE',O7Er3'[ r C7 5) All Rush eamslheaders to be installed with hem dui B) Covered Roofs shall be assembled and anchored the same manner as a typical building STRUCTURAL AS PER TAABLE 39 PANELS Bit Wi--SBC NOTES ar 2 P heavy ygalvinlzed hangers and , °nnnorswnpreapp"`able'.aRc.^nee°ng;.iat. PLUMBING NOTES 7/16'OSB 3"00 EEDGE C� fi Double up Foothil is under walls that ran PLYWOOD 6d COMMON 6"OC.FFIELD THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTE N 151 6 l0 1 .All water C drainage and venlln (°be Ins1a d C8 ..nm._i p I parallel the floorlolst and under bathtubs. ) supply, g g Ile as par V.B Residenllal W N an pl m have ceramic Ill`installed shall be verified for proper load capacity unless noted Construction Code GYPSUM 7" 0 C.IEDGE 1 lA0 Q on plans WALLBOARD Sit COOLERS t0"OG FIELD 1) Fur wall sheathing withmbfeel.l the comers,the4 foot edge zone attachment requlremensSC, all ,.1, R] 2).Verify septic system With the Engineer for Suffolk County Heath Department approval. be used. ', ]) er.111 head.,..Its in9oor,oists at 8'8 a Use sodtl blodking In Roorfolsts FLOOR SHEATHING: ,"1 ,� under all baadnq walls 3) IF wall siLds,plates or joists are cul out during installation for any plumbing related work, NAIL NAILL 2) Tabdaletl 12 inch o.c.nail spacing assumes sheathing allached to stud IammB members wltq',c, h V the JOINT DESCRIPTION G>049 For framing members withDA2<Gq the nail spacings shall be reduced to 6 inches prole codeendmaracingantl reconPlates t.protectand maximum secummhole See Verify With the QTY SPACItlNG `y,` � • W B) Provide Insulation bafFles at`ave vents behveen rafters Install daft blocking as slate code and manufactures recommendation for maximum M1ae Sze and spadn9 permlltetl. STRUCTURAL PANELS 6"OC EDGE 3) For exterior panel siding,galvanized box nails shall be ermllled to be substituted for common calls nettled VVIR LESS ed COMMON 12"O.CFFIELD p O HVAC SYSTEM NOTES x 9).Unless otherwise noted,all roofs and walls to have a minimum l2"thick,4-ply Fir 1) Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: I IA�� LEGEND..r�r � ID COX clever sheathing grado plywood Plywood to cover over plates and headers requirements W 10) Unless tervnse noted use 314"thick TdG PTS Rr or Advanleoh Iwo.d sublioor THESE NOTES ARE ONLY TO BE REFERRED TOO IF p r1 2) HVAC subcontractor is to fully coordinate all system data and requirements wile the MENTIONED IN SCHEDULE NOTES ONLY. I adhered with PL400 adhesive and screwed 1.Roorfoists.Finished floorm be mssalled q NEW WALLS � over outdo r as per manufacture's lnstmclm e; equipment supplier r 9 nailed n conceder one rer ad ime the panesede wallshheatng EXISTING WALLS r, 11).All bothr..on wells to have LIZ thick maielure-resicant sheetrock decade wags and 3) enderVAG and own ctort.provldeRnal system layout drawing and submit rtto the General nailed 6"3'on-teras the pael nel edewalltainming Contractor and owner for final review ands rowel shnailedreforms,macer theepanm nts for obtain Nigher - wdmgsand overfurnace tohave 518"tick type-x sheetrock All other parts of building ! pip c shear capacRes,nailing requirements for structural WALLS TO BE REMOVED C _ _ _ - _ ] to have regglar 112"sheetrock.All walls to be taped and finished. ELECTRICAL-NOTES: members shall be doubled,or alternate wnnecters, such as shear plates,shall be used 1.maintain load path 12).Ail roofwithapitch less Ilia^e a12 pshallbe Iaslalledwith an Ice d Water banterer 1).All electrical 1.be Installed as per IN VS Residential G.nstrllctr.n Code tomhapprdown type equal.Flat roots shall he applied with a Fiberglas base sheet With an EPDM 2) When the tabulated is be rnuous s shot connected torah down type material over 2).All electrical work shall be approved by a quallfietl W,tlenxrrter membem,lhe tabulated number of nails shall be permitted t°be reduced tot-IGo nail per feat 13).All sill plaits and wood in coaled with concrete ci ,.pressure treated eq plates l0 of Install Smoke detectors and Carbon Monowde detectors throughout as per section R3fl be Installed wish afoam sill gasket and cop-r-lex tennila shield or approved equal. °f NY 5 ResidenVal Construction Code, Tom LL 0 W 3 a