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HomeMy WebLinkAbout41935-Z 4�gUFFQt,�Co� Town of Southold 10/17/2017 P.O.Box 1179 0 53095 Main Rd 4, a4�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39295 Date: 10/17/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 555 Windy Pt Ln., Southold SCTM#: 473889 Sec/Block/Lot: 87.4-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/29/2017 pursuant to which Building Permit No. 41935 dated 8/29/2017 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: RAISE EXISTING DWELLING AS APPLIED FOR The certificate is issued to Kirsch,Charles of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 17-46480 10-06-2017 PLUMBERS CERTIFICATION DATED uth ed Signature o�SUFFnc�cvTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41935 Date: 8/29/2017 Permission is hereby granted to: Kirsch, Charles 44 Kathwood Rd Yonkers, NY 10710 To: Raise an existing dwelling as applied for per Trustee approval with flood permit. ,Replaces BP#39910 At premises located at: 555 Windy Pt Ln., Southold SCTM # 473889 Sec/Block/Lot# 87.4-9 Pursuant to application dated 8/29/2017 and approved by the Building Inspector. To expire on 2/28/2019. Fees: PERMIT RENEWAL $100.00 $100.00 ding In ector o�SnFFot TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT V* TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39910 Date: 6/29/2015 Permission is hereby granted to: Kirsch, Charles & Kirsch, Mary 44 Kathwood Rd Yonkers, NY 10710 To: Raise an existing dwelling as applied for per Trustee approval with flood permit. At premises located at: 555 Windy Pt Ln,Southold SCTM # 473889 Sec/Block/Lot# 87.4-9 Pursuant to application dated 6/15/2015 and approved by the Building Inspector. To expire on 12/28/2016. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 Flood Permit $100.00 CO -ALTERATION TO DWELLING $50.00 Total: $350.00 ector i Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. ��%f 7 New Construction: Old or Pre-existing Building: (check one) Location of Property: .��5 ,yam Ae i �•f�/i 2 , 5 o v!�t ol.�, ; / /l� 7� House No. Street liamlet Owner or Owners of Property: Cry,*k L e.s /�, s y /Vj/� ,IQ y t1i je S L Ii</ e- ti e S,4 G c-,9L Suffolk County Tax Map No 1000, Section / Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ r Applicant Signature Certificate of Compliance ......................................................................... . . ........................................... .... ............... .................. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .......................................................................................... .............................................................................................. CERTIFIES THAT Upon the application of Upon premises owned by All About You Electric Kirsch Residence 269 Stewart Avenue 555 Windy Point Lane Bethpage , NY 11714 Southold , NY 11971 Located at: 555 Windy Point Lane , Southold , NY 11971 Application Number#: 17-46480 Certificate#: 17-46480 Electrical License#: 44944-ME Section: Block: Lot: Building Permit#: Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Service Equipment/2 Exterior Outlets A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 6th day of October 2017 Name QTY GFI Receptacle, 15 Amp, 120 V 2 Meter- 200 Amp, 240V 1 Service Disconnect- 200 Amp, 240V 1 Power Panel -200 Amp, 240V 1 Service Feeder- 200 Amp, 240V 1 Electrical Inspector: Anthony Giordano ppll..uurp���s'''. ��APPRO D Z r ���Ouuunmma�a�`\� This certificate is not valid unless raised seal is present. , � OF SOpr�ol - L � 's courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION IS [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING EMARKS: �✓ l 1 vjiA i EA wv -6r �1� WI Wive"o I nt P6J- DATE INSPECTO pF SOU coum,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC ICAL (FINAL) REMARKS: pick f i S ` co 0 I INSPECTOR DATE S IN S C OR SOLA UIyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRS / STRAPPING [ ] FINAL [ ] FIREPLACE && CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE y INSPECTOR pF SO�lyo i O coumv, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION FRAMING / STRAPPING FINAL a ammnol✓ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R ICS: lix(i e t 4f v DATE fl / -7-- INSPECTOR li r 1 .• i 0. • • On � • 1 I. �.... Ila d� II � IN5TJL,ATION PEA N.Y. STATE ENEPGy cbDr, ICT MAI - ,I.� MON e��Y ., ,! " ,��� .l►u. �.� 1. n, � � �t���► ,. -.���� '�'�;�.' �i� ff M�Mlm WI mqw,R ` u coil INIADNEMINIIIII-Ms O r h r 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 L4 �r - 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees �1 `f. � I- �� J C.O.Application Flood Permit Examined ,20 Single&Separate r Storm-Water Assessment Form 12-- 5 Contact: 6 A A:?i,,e S %t✓/,Ps G h Approved 20 BLDG DEPT Mail to: T04YfV Of SOUT1401 p Disapproved a/c Phone: Expiration ,20 j Bui mg pector APPLICATION FOR BUI ING PERMIT 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.-Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. r� i �C,¢>•de�,X� i _50 A Y (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder DWNP- R Name of owner of premises G.h►aj' L<'s f4kRV ellvscN e ff#;,4ak'1JVc SJ9re-do0,4 V (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. _�r 4r, 7 /4 Plumbers License No. r-,' Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: _ House Number Street Hamlet County Tax Map No. 1000 Section :3 ] ' ' `81'ock'' '�` `� � tF .,,r";Ti p` Lot (� ..`a i4_ ) .I tf.T� .i' 4':.(l.L�i'ttJ.'�L•:} I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy h S I j7 e_,v -7' 1 �- b. Intended use and occupancy R z ,v 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work !?oj, s, e• /4 v 6- (Description) 4. Estimated Cost / 00 Fee r n'I (To be paid on filing this application) 5. If dwelling, number of dwelling units i �Iftinber'o�d'�elling units on each floor �✓%pt If garage, number of cars /V/4 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structure , if any: Fronta- -L/ , Rear Depth 4/j 5 Height ,_. / /�o3 umber of Stories Dimensions of same structure with alterations or,'additions: Front / Rear -I Depth �� �`f Height of Number of Stories l 8. Dimensions of entire new construction: Front f✓. y Rear y 41 / Depth Height & '/y Number of Stories / 9. Size of lot: Front_—_L' Rear ___-J, Depth l `1'D . 4o 1 10. Date of Purchase 1,0 1 P 9 w Name of Former Owner 14 z IV jQ S G h 11. Zone or use district in which premises are situated �12 Alp ' e- 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO Nell-a 01V 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO ---.s 14.Names of Owner of premises it 5 C!% Address_ !:s 3'0,ry Dy/ P7- Phone No. �f/`! S"1`!' 17 3 V Name of Architect Te, JJ c c,f-fu&-"c f- Address is op Vii-Ig Afs i,fu Phoneplgd `.3/ - (�.Sc - �to to Name of Contractors R& C N u —IIr-,v Address .Z Phone No. :5-14 V4s -- 7 V eePa,?i P>1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) cc..� SS: COUNTY OF 61K ) C 4 # R 1,@ S / / S G 1ti being duly sworn, deposes and says that(s)he is the applicant (Name of individualsigningcontract)above named, V (S)He is the W NL K (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 _�day of �u ne, 20 L. DWYER --�� Notary Pub i NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2�j 7`4�� All, I`Vt��M Vfll N�4�1 MNZM P111 f4lll�1! .rz- All ).......... BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8604 DATE: MAY 20, 2015 �.R 0 ISSUED TO: CHARLES KIRSCH,MARY, KIRS 2111 & KATHERINE SACCAMAN PROPERTY ADDRESS: 555 WINDY POINT LANE, SOUTHOLD SCTM# 87-4-9 7.4 AUTHORIZATION to the prc�vi�ionsi of Chapter 275�of-the Town'Coide Ofthe Town 4'S6uthof&hndm acco�aance with the Resolution' oftfi&'Boa4of Tr`uistees'ado��ted at the tyfe6ting held on Ma'�',10,*2-615,and in consideration of application fee in the sum of$250.00 paid by Mqb�Kii��61i,diatles Kirsch' Kaifie'rine 6 Saccamano and subject to the Terrns and Conditions as stated in the Resolution,the Southold Town Board of Trusteei"6thoriz6s and permits the following:,'' Wetland Permit to raise'the existing one-story-�/-1,43-si; ft. dwelling onto a pier q. system foundation using CMU,blocks'stacikeif ont6 -poured concrete footing; construct .?, � "N 11 1 V.t, �_, 11 , -:-q, -j ­ -". '�. j" 1, 1 - I - 4, new 5'x6' egress platform and stairs to-grade on northerly side; existing'44-�"x5 outdoor shower to remain; raise existing+/-204sq.ft. southerly deck and install new foundation and S6D ;6ris'undern' eatk Along with a new,staircasewith handrails to M grade; and install gutters to leaders to di-ywf.Jls,to.contaiq runoff,,q4d,as,depicted on the site plan prepared by Todd O'Connell,AIA, last dated April 2,2015 and stamped approved on May 20, 2015. IN WITNESS WHEREOF,the,said;Board ofTrustees hereby causes its Corporate Seal-to�be affixed, and these presents lto be subscribed b wniaj ority of the said Board as,of this-date. Y, SV CIO n AX r F -C L/c 125 Michael J.Domino,President �0��0� `���riy®lam Town Hall Annex John M.Bredemeyer III,Vice President 54375 Route 25 P.O.Box 1179 Charles J. Sanders IF Southold,New York 11971 CA ZINC Glenn Goldsmith ® �� Telephone(631) 765-1892 A.Nicholas Kru ski ® Fax(631) 765-6641 p lyC�(J��,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1398C N. Date: October 2, 2017 0 THIS CERTIFIES that the raising of the existing one-story+/-1,013sq. ft. dwelling onto a pier system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5'x6' egress platform and stairs to grade on northerly side; existing+/-5'x5' outdoor shower to remain; raise existingt+/-204sq. ft. southerly deck and install new foundation and supports underneath along with a new staircase with handrails to grade; and install gutters to leaders to drywells to contain runoff; At 555 Windy Point Lane, Southold Suffolk County Tax Map #1000-87-4-9 Conform§ to the application for a Trustees Permit heretofore filed in this office Dated March 23, 2015 pursuant to which Trustees Wetland Permit#8604 Dated May 20, 2015,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for raising of the existing one-story+/-1,013 sq. ft. dwelling onto a pier system foundation using CMU blocks stacked onto a poured concrete footing; construct new 5'x6' egress platform and stairs to grade on northerly side-, existing+/- 5'x5' outdoor shower to remain; raise existing+/-204sq. ft. southerly deck and install new foundation and supports underneath along with a new staircase with handrails to grade; and install gutters to leaders to dMyells to contain runoff. The certificate is issued to CHARLES KIRSCH. MARY KIRSCH &KATHERINE SACCAMANO owners of the aforesaid property. Lau Authorized Signature . T. TERRY 1�1= ' -< I >+•n Iltrll. S lllu5 A1�� H ►► '-OWN CLERK ~ , 1 ,,', .�`' Sumillolrl Ytirk 1 1 ItEc;IS'rRAR OF VITAL STAT1511C5 ti+�r'4C� �' Fox (S 101 MARRIAcr OFFICIiR _ / `dO Tcicrl"rnc 1511+1 7(r1. 1 RECORDS MANAGEMENT OI�FICE:R /Ol - .l 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 the Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit Xpplication" (FDP(93) ) , and Certificate of Compliance fir Development in .( J IJ Special Flood Hazard Area [CIC(93)] . Bi`-iii. DEFT TOW;a OF SOU-MOLD AJ'udth T. Terr Y Southold Town Clerk August 25, 1993 1 APPLICATION PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. 1 ' SECTION I 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 no 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 r egulalory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNONVLEDGE,TRUE AND ACCURATE. ._ (APPLICANTS SIGNATURE) �_� DATE �P' h ' 1-S �SECTTON 2: PROPOSED DEVELOP.-F.'1ENT (T.be completed by APPLICAfr'T1 NAME AD D R ESS TELEPHONE A-P P LI CANE C 61�LPS l��f'tSGi. �S .0 5" N BUI 0RG C"an l Aha/v.- P"'.rC Pak' ENGINEER r4 A i7' e G ��0v D alvNe- Azo J�Do l�eieRAn'S r,�L /��G �. w,4�✓ PROJECT LOCATION: To ovoid delay in proecasing the applicatioa, please provide coougb information to easily identify the project locadon- Provide the street address, tot number or legal description (attach) and, outside urban areas, the distance to the nearest intcrsectiag road or well-known landmark A sketch attacbcd to this application sbowing the project location would be hclpful. GA lI of OF / htS 12,0 oT4C S o v'T�o L �� C b5 S W rte► ✓.caw iry Co V N I `I I A-V rn A P 4� 10 f7 0 5 a 67/ i 0 0) —7 �j �C o�l�J o 1V FDP(93) APPLICATION PAGE 20Fd DESCRIPTION OF WORK (Check A applicable boxes) A_ STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure f Rf esidendal (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) El'A'Itcratioa ❑ Noo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition, P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECTS %G o te B. OTHER DEVELOPMENT ACTIVITIES: D Fill 0 Mining O Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) j O Roafii, Street or Bridge Construction } / ❑ Svision (New or Expansion) i ❑ I dual'Water of Sewer System O"Otber (Please Specify) R A 1 S i IV A o u 5 � After completing SECTION 2, APPLICANT should submit form to Local Administrator for review- SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIRM Panel No. Dated —46-- /=S^ The Proposed Development: ❑ Is MQS located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). Is located in a Special Flood Hazard Arca. FIRM zone dcsipation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ❑ Tbc proposed devclopmenl is located in a floodway. FBFM Pancl No Datcd ❑ Scc Sccuon 4 for a'dedinoonal inslruclions Cid SIGNED_ &� F1`�� DATE le APPLICATION 4 PAGE ] OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCALADMiNIST'RATnR) The applicant must submit the documents checked below before the appbcadon can be processed. ❑ A site plan sbowing the location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and spccificatioru,including where applicabie: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development axceeds 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 extent of watercourse relocation and/or landform alterations_ ❑ Top of now fill cicvation Ft. NGVD (MSL). Ft:NGVD O Floodprooftng protection leve) (non-residential only) (MSL). For floodproofed stntctures,/uppUcaut must attach certification from registered engineer or - architect. ❑ Certification from a-reg stored engineer that the proposed acd,vit�in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION (To be completed by LQCAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B. ❑ Is not in conformance with provisions of Local Law i , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Admiaistrator may issue a Development Permit upon payment of designated (cc. If BOX B is checked, the Local Administralor will provrdc a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals • APPLICATION W PAGE 4 OF 4 APPEALS. Appealed to Board of Appcals9 O Ycs O No Hearing date: Appeals --- Conditions 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 eogineer or a licensed land surveyor (or attach a certificadon to this application). Complete 1 or 2 below_ 1. Actual (As-Built)Elevation of the top of the lowest floor,including basement(in Coastal Hieh Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL). NOT Any work performed prior to submi(tal/of the above information is at the is 'f the Appl,?cant. �" ,f If SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as appficable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION $ CERTIFICATE OF COMPLIANCE(To be- completed by LOCAL ADMINISTRATOR) Certificate of Compliance Issued: DATE: BY: Attachment B / // % SAMPf E / CERTI�jICATE PF COMPLIANCE for Development in a Special Flood Hazard Area 1 I I ,f I ♦r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (n3AgN,MR MI-IST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. S–.�.� w 'N cp �/ Po o N i 4V @. PERMIT DATE 5.v'r � 0LD , N icf'7I OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILD IN G s-.r5- �,►� ,� y a o iN a Ate— p1W,9TING BUILDING 5 f a v L N i i 9 7 O VACANT LAND ' 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_, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C /C ( 93) U S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date- November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al Building Owner's Name Policy Number. MR CHARLES KIRSCH A2. Building Street Address(including Apt, Unit, Suite, and/or Bldg No)or P 0. Route and Company NAIC Number. Box No. 555 WINDY POINT LANE City State ZIP Code SOUTHOLD New York 11971 A3 Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description, etc) 1000-87-04-09 A4 Building Use(e g , Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5 Latitude/Longitude. Lat 41 02 21 N Long 72 25 26.7 W Horizontal Datum ❑ NAD 1927 ❑x NAD 1983 A6 Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7 Building Diagram Number 5 A8 For a building with a crawlspace or enclosure(s) 2Dc[�:�Vm ❑a) Square footage of crawlspace or enclosure(s) sq ftDb) Number of permanent flood openings in the crawlspace or enclosure(s)within 1 0 fo ve ac Tnt gra 2 c) Total net area of flood openings in A8.b 0 00 sq in V 1, 99 d) Engineered flood openings? ❑Yes ❑x No BUILDING DI'Tae A9 For a building with an attached garage* TONNN OF SOL7HOLD a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9 b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 131 NFIP Community Name&Community Number B2. County Name B3. State SOUTHOLD, TOWN OF 360813 SUFFOLK New York B4 Map/Panel 'B5 Suffix B6 FIRM Index B7 FIRM Panel B8 Flood B9 Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO166 H 09-25-2009 AE EL 6 B10 Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11 Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source. B12 Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes 0 No Designation Date ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg No)or P 0 Routp and Box No Policy Number 555 WINDY POINT LANE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1 Building elevations are based on ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete C2 Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30, V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters Benchmark Utilized Vertical Datum NAVD Indicate elevation datum used for the elevations in items a)through h)below , ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source- Datum ther/SourceDatum used for budding elevations must be the same as that used for the BFE Check the measurement used a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 11.20 ❑x feet ❑ meters b) Top of the next higher floor ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 11.20 Z feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 3.50 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 3.70 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including feet 3.40 x meters structural support ❑ ❑ SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information 1 certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S Code, Section 1001 Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes 0 No ❑Check here if attachments Certifier's Name License Number JOHN T. METZGER 49618 Title OWNER 3 , Company Name r �a PECONIC SURVEYORS PC i; } f Address 1230 TRAVELERS STREET , City State ZIP Code a,� SOUTHOLD New York 11971 Signature Date Telephone Ext 06-15-2017 (631)765-5020 Copy II ges of this Elevation if a and all attachments for(1)community official, (2)insurance agent/company,and(3)budding owner. Comments(including type of equipment and location, per C2(e), if applicable) HOT WATER HEATER AT EL 11.2/OTHER EQUIPMENT ABOVE 11 2 FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 2 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt, Unit, Suite, and/or Bldg No.)or P 0 Route and Box No. Policy Number. 555 WINDY POINT LANE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5 If the Certificate is intended to supporta LOMA or LOMR-F request, complete Sections A, B,and C For Items E1—E4, use natural grade, if available Check the measurement used In Puerto Rico only, enter meters. E1 Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG E2 For Budding Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2 b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4 Top of platform of machinery and/or equipment servicing the budding is ❑feet ❑meters ❑above or ❑below the HAG E5 Zone AO only. If no flood depth number,is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and are correct to the best of my knowledge Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date, November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg No)or P.O Royle and Box No Policy Number. 555 WINDY POINT LANE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)'and sign below. Check the measurement used in Items G8—G10 In Puerto Rico only, enter meters. G1 ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information:(Indicate the source and date of the elevation data in the Comments area below) G2 ❑ A community official completed Section E for a building located in Zone A(without.a FEMA-issued or community-issued BFE) or Zone AO G3 ❑ The following information (Items G4—G10)is provided for community floodplain management purposes G4. Permit Number G5 Date Permit Issued G6 Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8 Elevation of as-built lowest floor(including basement) of the building, ❑ feet ❑ meters Datum G9 BFE or(in Zone AO)depth of flooding at the budding site ❑ feet ❑ meters Datum G10 Community's design flood elevation. ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.0 Route and Box No Policy Number. 555 WINDY POINT LANE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below Identify all photographs with. date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. "111"I i N Y s @p ff / zF/�% wiZ'�z c./ , ft°r iii ,,•4C1. _ l viflwyy v�/y/i /, Mr. f x Photo Four Photo Four Caption Clear PhotoPqur FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Rote and Box No Policy Number. 555 WINDY POINT LANE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and"Rear View", and, if required, "Right Side View"and "Left Side View" When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. * Photo Two Photo Two Caption CIlear.Pho o,Two FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ` ELEVATION CERTIFICATE See Instructions for Item A6. ` Expiration Date*November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number 0 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View",and,if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page,use the Continuation Page. / t Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 Scott A. Russell SUPERVISOR co M(AN AcG IENUEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEIN YORK 11971 % Town of So u th o l d JUN 16 2015 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TIRS PROJECT INVOLVE ANY OF THE FOL LOWING: Yes No (CHECK ALL THAT APPL n ❑Q A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑(7� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [0❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [ ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[a F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT.- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District NA]NE: �h/a 4 s I 25 G 07 04 09 "ntl Section Block Lot Contact Information ftmtu�_� 7 ****FOR BUILDING DEPARTMENT USE ONLY*Y'**5 344 /Q � DLe ) rhhp6"ne Mmhrl <Reviewed By: Date: f -1 [5 - 6 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 5_ S W1 1,1 L,)y Pa j M T I l/,f j F Approved for processing Building Permit. 1-1 Stormwater Management Control Plan Not Required. 19 Stormwater Management Control Plan is Required. 11 ju (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 CHAPTER n (Property Owner,Design Professional,Agent,Contractor,Other) �� 0"" b�SV�fr CHAPTER 236 g� Stormwater Management Control Plan CHECK LIST NAME 0"RL.ES klizisr-4) Section Block Lot 5 S M C P -Plan Requirements Provide ONE copy of the Building Permit Application P1 e p„n Date. r - * The applicant must provide a Complete Explanation and/or Reason for not providing 91 .49 73+1 d.Z2 - )y ��13t� all Information that has been Required by the following Checklist Signa W rc Telephone!`umber 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUST If You answered No or NA to any Item, Please Provide Justification Here, show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ©�0 b. Total Site Acreage. ®00 c. Existing-Natural & Man Made Features within 500 L.F. 15 v 55 of the Site Boundary as required by§236-17(C)(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. FY-1 I 0 e. Limits of Clearing & Area of Proposed Land Disturbance. 00 f. Existing & Proposed Contours of the Site (Minimum Z Intervals) 000 LIQT g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. �0 DRAINAGE INSPECTIONS ARE REQUIRED h. Spot Grades & Finish Floor Elevations for all existing& Contact TOS Engineering at 765-1560 before proposed structures. Backfill,OR Provide Engineer's Certification 1. Location of proposed Swimming Pool and discharge ring. that the drainagg has been installed to Code. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). ®00 1. Location of proposed concrete washout area(s). ®00 M. Location of all proposed erosion&sediment control measures. EXI== O ROLS, 2. Stormwater Management Control Plan must include Calculations showing Shall include but not be limited to: that the stormwater improvements are sized to capture,store,and infiltrate A well maintained Construction Entrance, on-site the run-off from all impervious surfaces generated by a two(21 inch 0 Wire Backed Silt Fencing,stabilization & rainfall/storm event Seeding of exposed and/or inactive soils 3. Details&Sectional Drawings for Stormwater practices are required for approval. , , ,� r -n Items requiring details shall include but not be limited to. I', It`-, I1 a. Erosion & Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drams,etc.) i d. Leaching Structures (e. . infiltration basins,swales,etc) **** FOR ENGINE RI G DEPA USE ONLY**** Additional Information is Req fired. �Ol'IiIMF) Reviewed& Stormwater Management Control Plan is Not Complete. Approved By- — — — — — — — — — — — — — — — — — — — — — — — / Stormwater Management Control Plan is Complete. Date. pj z�j s, SMCP has been approved by the Engineering Department. FORM # SWCP Check List -TOS MAY 2014 �o sUFFq k CHAPTER 236 00. STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST N �? DATE: APPLICANT: (Property Owner.Design Professional,Agent,ent,Contractor,Other) ,0 NAME: r s 6h '0� yam` S C T M #: 1000 $-7 Telephone Number: 9/ 5/ 9 7-7,Zi414 District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all information Required by this Checklist if it has not been provided, 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries 00 b. Total Site Acreage. 00 c. Existing-Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. 0OV mono& c(gig a,tJ f. Existing& Proposed Contours of the Site Winimum2'Intervals) g. Location of all existing& proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. =IF-r7 j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). 0O 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. 00� b. Construction Entrance &Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00ffz d. Leaching Structures (e.g. infiltration basins,swales,etc.) 00 FORM "' SWCP Check List-TOS JAN 2014 y� fly opo Town Hall Annex 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 G aeax(631)765-y5 Southold,NY 1197I-0959 O • �� roQet.richertcr town southol ny us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: L Name: License No.: _ Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) 'Name: Address: 1 Cross Street: Phone No.: _ 'ermit No.: s -ax-Map District: 1000 _ Section: Block: 0.&1 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) j u ,? ✓®cam )lease Circle All That Apply) s job ready for inspection: YES/ NO Rough In Final )o.you need a Temp Certificate: YES! NO - ,mp Information (if.needed) ier%ice Size: 1 Phas 3Phase 100 150 200 300 I �� J r 350 4 Ojer lew Service: Re=connect Underground Number of Meters Change of Service ' rh1 �, 3 Iditionai Information: PAYMENT' )UE WITH APPLICATION 82=i2equest for inspection Form - � I v� December 7,2016 Building Permit #39910...........Kirsch............555 Windy Point Lane Southold,NY Kirsch P.O. Box 668 Mattituck, NY 11952 1 am writing to request a building permit extension, since the work is taking longer to complete. D ( �COdG Sincerely, y DEC - 7 2016 9 LDING DEPT, TOWN OF SOUTSOLD Charles Kirsch M ,DNG D J+ I€ D o O p 11 00 Z p R ti "az lilt, 1[[ t EL 4.2' W.M. ` j• II i b 7026J. QTR°�4 E oho -0. TOPSOIL 0' POLE d I STORAGE roNG j�o� EL. 4.cp ' • � o�� / �o�� 04 s5. I� 6 I a js !� 1•F / Q sR o!y O E DH H i \ V- Z 3.3' DW ZONE AES/ 0 24.4 EL3.0' 3.5' CONC „ t 0 0 n WASNCj c: FRS yp�SE � Or. m' TEST HALE V z ` =�.5 , �} m EL 3 "= F.F. r, O o N I O v 6.3 �. , a X � 'EpCZp7 r��j a `" 36 EL . I ll n n 3.5' EC 4 e h I I ' {o-15{aA Kcs o DW f�RRQ v I LOPL` A o y IIIA 1 TO A Il;i r z ?' EL 4.0' MNwm Sig EL 5 0 w a ;�1' /S � TiI m 4 2x;1Lp��'tLI ll rn hlf}"rJi� Y / TEST HOLE DATA McDON0412 1i4CfENCE AREA = !01212 Sq.F1. / DARK BROWN LOAM OL !1 COAD BROWN SANDY CLAY CL • � � � ,, n mart e ',,,E�� �-'y �� nm n DRAINAGE CALCULATIONS f 3.2' R �tAI � WATER IN BROWN SANDY CLAY CL HOUSE - 1013 SQ.FT �.%r• DRIVEWAY: 800 SO.FT. 1013 * 1 x 0.17 = 172 CU.FT WATER IN BROWN SILTY SAND SM 172/22.3 r 7.7 VF 10' PROVIDE 4- DWS s'� x 2' DR n 2, WATER IN PALE BROWRNE SAND S I 1I ` kf' DRIVEWAY z IE Cx ' S'Ii;,Il 800 x 0.5 x 0.17 = 68 cu.ft. 1 68/22.3 - 3 VF 17' �! � PRt VIDE I DW 6'0 x3' DP- 1NO7E W SURFACE WATER ENCOUNTERED 3.2'BELOW m lE� JAN. 30, 2015 o�I�sUFF04/r CHAPTER 236 COMPLIANCE DATE: 1/22/15 JOHN T. METZGER o''� STORMWATER MANAGEMENT CONTROL PLAN nPPLicarrr: CHARLES KIRSCH N.Y.S. LIC. NO. 49618 qw? G Standard SlOcmwaler DBIaiIS PECONIC SURVEYORS, P.C. o '� 1000-87-04-09 (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 y o S.C,T.M.#: —555 WINDY POINT LANE 1230 TRA VEL ER STREET Drawl ng .# SMCP PADDREss SOUTHOLD, N.Y. SOUTHOLD, N.Y. 11971 EFFECTIVE:9/17/13 ELEVATIONS & CONTOUR LINES REFRENCED TO N.A.V.D. SURVEY OF PROPERTY FLOOD ZONES FROM FIRM 36103CO166H AT BA YVIEW TOWN OF SO UTHOLD SUFFOLK COUNTY, NY 1000-87-04-09 SCALE: 1'-30' MAY 20, 2014 S.R.F. �O EL 4.2' W.M. F ICD .2' o � 102 6'9, ��RT IQpAo Z u. POLE -p 1 7 P. 16 coN� EL. 6'3, O hh' SHo`f p EL v- 3.3' ZONE AE c z CIV 0 24.4' EL EL. 6 3.0 3.5' CA STORY FR- 1{OUSE N TEST HOLE U z 71. EL 3.4' O J Qf D F.F. EL. 6�,0' Rp ` p m 0' Hr 12 Q 3 EL � p EL. 3.6' Z - -- 3.5' -DECK y ,o TEST HOLE DATA V N = McDONALD GEOSCIENCE CD O04/29114 EL. co O� 3.8' co sn DARK BROWN LOAM OL p ELo' / gU�k�d MNWM // // BROWN SANDY CLAY CL EL, 4.2 // 32' 41' //. / � r� //.// WATER IN BROWN SANDY CLAY CL 8' �Fj �Fj• �' WATER IN BROWN SILTY SAND SM 10, WATER IN PALE BROWN FINE SAND SP dg �7 o NOTE: WATER ENCOUNTERED 3.2' BELOW SURFACE u ® = MONUMENT Pf f� AREA=10 212 SO. Fr. ,s N.Y.S LIC. NO. 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION ECONIC U EYORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. 611 765-5020 FAX 631 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET 14—0�ry WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 i '! THIS 15 AN ARCHITECTS PLOT PLAN AND 15 j I \65Co FEMA ZONE' SUBJECT TO VERIFICATION BY A LICENSED AE-6 ; AOPC DD O'EONNPC SURVEYOR. INFORMATION OBTAINED FROM ! 1 \$O SURVEY PREPARED BY: TODDO'GONNELL,AIA JOHN T. METZ6ER- PEGONIG SURVEYORS, P.G. I \ _ 1230 TRAVELER STREET, SOUTHOLD, NY ","I 72DOVeteransMemorialHigNway mm} { Surte112Q' , - P: 631-1615-5020 F: 631-'I65-17qfiI 1 `�Haupjiauge Nl(1,778$w I SHED71 \�?69 "F;(63i•)650;66674:.!' REMOVE EXI5TIN6 HOOD 1 EXISTING STAIR AND PROVIDE INEW SHOWER E6RE58 STAIR,PLATFi,;RM STALL TO AND HANDRAIL]AND REMAIN ON GUARDRAIL COMPLY 1,11TH GRADE ° -- PSE6 REGUIREMENTS,,AND l r i 027935 CONFORM WITH TOWN OF ZON I NC INFORMATION SOUTHOLD 2e.1oD GODS SECTION / 4-c2 TOWN OF SOUTHOLD -150 s«.FT. _,� / v , 0 5ECTION:81 BLOCK: 04 LOT(5): 04 j 3 0 RAI5E klU / FEMA FLOOD ZONE (AE-EL-6) 1 EXI5TIN6 I FIRST FLOOR- (U ZONE: R-40 (I ACRE) REQUIRED EXISTING PROPOSED STRAP EX. LOT AREA 40,000 50.FT. 10,212 SQ.FT. EXI5TIN6T<iNK AS PER NO. 5 - NO CHANCE EXISTING-NON-CONFORMING PROPANE / RAISE EXI5TIN6 / u/ 55 / � (a lu LOT WIDTH 150 FT 102.6Q FT EXI5TIN6- NO GHAN6E EXI5TIN6-NON-CONFORMING FEMA I STORY j DECK- 1204 EXISTING- NO CHANCE LOT DEPTH 175 FT 1x0.61 FT 6UIDELINE5 ON I / FRAME / 50.FT.-ALL EXI5TIN6 / J f; \ Z — FRONT YARD 50 FT. 55.4 FT EXI5TIN6- NO CHANCE {, SLrAB 1 /RESIDENCE DEEMING,ETG.GKINr7I ALTo / / LLI Z < r REAR YARD 50 FT. 48'-6 " EXI5TIN6G- NO CHANCE EXI5TIN6-NON-CONFORMIN © REMAIN-WITHOUT 5/8 � CRENAE-DECK REAR YARD TO DECK 3Q'-544•" EXISTING- NO GHANOE EXISTING-NON-CONFORMING CT / (� J REMAIN IN EXACT / SIDE YARD (MIN) 15 FT. 3 FT. EXI5TIN6- NO CHANCE EXI5TIN6-NON-CONFORMING 1 CONDITION AND/` SIDE YARD TO DECK 10'-644" EXI5TIN6- NO GHAN&E EXI5TIN6-NON-CONFORMING d` /�/ FOOTPRINT 2 SIDE YARD (ACC) 35 FT. 281-58/4" EXI5TIN6- NO CHANGE EXISTING-NON-CONFORMING i 2$,$3 /�� / ,tj O Z LIVABLE FLOOR AREA 550 50. FT. 1,013 SQ.FT. EXI5TIN6- NO CHAN6E ry i �� 'I 1 ■�. OL Q LOT COVERAGE 20 % 12.01 % EXI5TIN6- NO GHAN6E i DECK o BUILDING HEIGHT 35 FT. 11'-6144 20'-644° co !- NUMBER OF STORIES 1 21/2 11/2 EXI5TIN6- NO CHANCE 1 4 -Zi 9 1 I / 1 Apo I ,d� tt z 1 � 0 0 C P-1 N FLOT PLAN ¢�� - o � SCALE: I" = 20'-0" O 0 0 McDONALD GEOSCMVCE Box 1000-Southold,New York 11971 .(631)765-3677 TEST HOLE DATA SHEET Name: Kirsch Surveyor: Location: Southold Tax Map Number: 1000-87-4-9 Project Description: Res Date: 4/29/14 3:15PM Dark brown loam OL Brown sandy clay CL -------- 3.2' Water in brown sandy clay CL -------- 8' s Water in brown silty sand SM ' ------- 10' Water in pale brown fine sand SP 17' Comments: Water encountered 3.2' below surface Test hole_boring. . .$400.00 ; N ry ' 1 1 h1 T A oaoa a a o If e e aw EL S.R.F. 00A 4.2' �// ss�• �!f jai !f 43�03� �0M. CIA- • ti Rr Q• O/ a=aa a a 70 / Ro�Q � f a a oda � s •.. u. POLE f" A TOPSOIL - 3 STORAGE r EL.. �63� ti. C •� � \ ham. �•`� �'' � :`i4 SHOWER / p� / , EL-. DW / V- \ 3.3DW ' ZONEE\/ � �Jp' 'I' 2k.4 EL �- ^ �I !!j r 93 3.5' CONC y WASH �• to �� �` S (A FRS O .R E "` z a ®TEST HALE Lv v Z Z . EL 3.4 F.F. FL' J ; y i °� t n EL. 36'DW ��+ A rR 50-1 3.5' DW SES CYSly F O 04 f EL, o S IF ELD �• R-4 vas LL5 4.0. v6,' MA0 #4,rAw*N A 9 k. MHWM SEE `�"t4"ir7 fl EL EV F� ti spp�yy QQd�i� 4 4.2' $i ��yy��y A dig FR 9 ja m ° t 110t be limited tw. WIM eff aantained C stnuction Ent �D $ Z90 ,, m a. 90M! av��� '+ 5 e lir ac6d-Sift Fencing stabiiizati n 11 � � APPROVA OF STORi`6 WATER ANYAGEM ng of exposed and/or inactive CONTROL -Town pteQ X36 pia w Date: 11^MIN � 0"MIN 00 MAgMQEMNCTWM ARE RWM.M* TEST HOLE DATA contact'TOS Engineering at 765-1560 be$gf-e / McDONALD GEOSCIENCE Backfill,OR Provide Engineer's i fiCa$ion 04/29/14 AREA = 10,212 Sq.F1. that the draigap has been instaiie g ®de. / DARK BROWN LOAM OL 41 �R ROAD / BROWN SANDY CLAY CL 3@ ? jyi Nm n DRAINAGE CALCULATIONS 32' o if, HOUSE - 1013 SO.FT X/. WATER IN BROWN SANDY CLAY CL { F DRIVEWAY: 800 SO.FT. � 1013 x I x 0.17 - 172 CU.FT WATER IN BROWN SILTY SAND SM 172/22.3 = 7.7 VF 10' i9) yu'la� PROVIDE 4� DWs 6'0 x 2' DP. tai 1¢� "'�� " . ' WATER IN PALE BROWN FINE SANDS DRI VEW 800 x 0.5 0.17 - 68 cull. C�) FoR GRAY& 68/22. 3 VF 17' 1 �„ :;moi DW 6'0 x3' DP. NOTE: WATER ENCOUNTERED 3.2'BELOW SURFACE m DW JAN. 30, 2015 VFP04,j- CHAPTER 236 COMPLIANCE DATE: 1/22/15 JOHN T. METZGER o ch o STORMWATER MANAGEMENT CONTROL PLAN APPLICANT: CHARLES KIRSCH N.Y.S. LIC. NO. 49618 R Standard Stormx�ater Details PECONIC SURVEYORS, P.C. o 1000-87-04-09 (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 s.c,T,M.#: 1230 TRAVELER STREET 0� Drawing # : SMCP PROPERTY 555 WINDY POINT LANE SOUTHOLD, N.Y. 11971 EFFECTIVE:9/17/13 ,sDDxsss: SOUTHOLD, N.Y. L GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERALFIREPLAGE ASPHALT ROOF SHINGLES NYS ENERGY CODE COMPLIANCE CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R105.2 AIR LEAKAGE: MINIMUt`1 DESIGN DEAD LOADS" AS PER ASCE 7-05 TABLE: N1102.1(I) r: ,•~ CONSTRUCTION, AIA DOCUMENT-201 TO BE AS, INDICATED ON DRAWINGS. OF THE RESIDENTIAL CODE OF N.Y.5. -JOINTS, PENETRATIONS, AND ALL LOAD 4/87 SHALL APPLY. THE GONTRAGTOR PROVIDE OUTSIDE COMBUSTION AIR ALL SLOPED ROOF SHINGLES SHALL OTHER SUCH OPENINGS IN THE COMPONENT INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH 51L>E: BE GAF-CLA55-A ASPHALT ROOF BUILDINGS ENVELOPE THAT ARZE am >& OGGUPANGY. SUBSTITUTIONS SHOULD FOR A TOTAL REGOVERY GAPAGITY SHINGLES OR APPROVED EQUAL. SOURCES OF AIR LEAKAGE MUST BE G E I L I N G S MAXIMUM MINIMUM --roan O'CONNELL P.A PCHlT "eCT P. C. NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM SHINGLES SHALL BE APPLIED OVER SEALED. GYPSUM BOARD 0/2-In.) 7.o CLIMATE ZONE FENESTRATION SKYLIGHT CEILING WALL MA55 WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE AUTHORIZATION BY THE ARGHITEGT. 20 GFM INFILTRATION THROUGH THE IS# ASPHALT FELT WITH -RECESSED LIGHTS MUST BE TYPE IG -- - U-FACTOR U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE � DEPTH WALL R-�/ALUE THE PREMISES SHALL BE KEPT GYPSUi`1 BO�',RD (585-in) C1.0 _ , FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER RATED AND INSTALLED WITH NO 70pD 4 CUNNEt,L,AIA 10 CONT. OR 10 CONT. OR REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, PENETRATIONS, OR TYPE IG OR NON-IG SUSPENDED -?EFI_ CHANNEL SYSTEM 2.0 4 0.35 0.6 38 13 5/10 Iq 10 / 2FT. , AT THE COMPLETION OF WORK, THE DOORS TO GONFORM TO NYS ENERGY VALLEYS AND FLASHING. ROOFING RATED INSTALLED INSIDE AN - V E R I N G S, ROOF, AND WALL 13 CAVITY 13 CAVITY 12o0.Vet�rans Memorial Highway GONTRAGTOR SHALL REMOVE ALL CONSERVATION CODE. FIREBOX TO B:: GONTRAGTOR TO PROVIDE ALL APPROPRIATE AIR-TIGHT ASSEMBLY G-�� Suite 120 WA5TE MATERIALS, TOOLS, RUBBISH, COMPLETELY LINED WITH FIREBRICK. FLASHING NECESSARY FOR A WITH 0.5" CLEARANCE FROM ASPHALT S_,INOLE5 2.0 Hauppauge,NY 71788 ETC., GLEAN GLA55 AND LEAVE WORK PROVIDE MIN. 8" FIREPLAGE WALL WATERTIGHT, WEATHERPROOF JOB. GOMBU5TIBLE MATERIALS AND 3" GYP5UN' SFI1'1ATHING, 1/2-in. 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE THIGKNES5 WITH 4" NON COMBUSTIBLE ROOFING IS TO BE APPLIED IN STRICT GLEARANGE FROM INSULATION PLYNCOD 'aer 1/2-1n.) 1.6 F{631}650-6667. SPECIFIED. THE CONTRACTOR SHALL FIRE5TOPING BETWEEN COMBUSTIBLE ACCORDANCE WITH THE --- RIGID INSULATION, I/2-ln. 0.75 ZON�NC7 ���O�M�T�O� °. . C(516)65$-0325 ' CARRY WORKMAN'S COMPENSATION WOOD FRAME CONSTRUGTION. MANUFACTURES SPEGIFIGATIONS. VAPOR RETARDER: AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR -REQUIRED ON THE WARM-IN-WINTER SINGLE--PL" SHEET WATERPROOFING MEMBRANE 0.7 TOWN OF SOUTHOLD ALL SHALL GOMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR SIDE OF ALL NON-VENTED '-RAMED T rT ;� _V •. ',�. BITUMINOUS, SMOOTH SURFACE SEGTION:87 BLOCK: 04 LOT(S): 09 =�'•�fi'.o .;� `+g' ,;r LOCAL CODES AND ORD INANGE5. THE INSTALL TWO LAYERS OF TROWELED OWNER'S APPROVAL, PRIOR TO CEILINGS, WALLS, AND FLOORS. WATERf'ROC�FINS MEMBRANE 1.5 FEMA FLOOD ZONE (AE-EL-6) CONTRACTOR SHOULD FULLY ON FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. TH15 15 AN ARCHITECTS PLOT PLAN AND 15 GUARANTEE HIS WORK AND THE WORK 5.5.C. 153 TYPE-1) MEMBRANE TO BE MATERIALS IDENTIFICATION: F I.. O o R S AND FLOOR F II N I S H E S LANE. R-40 n ACRE) REQUIRED EXISTING PROPOSED SUBJECT TO VERIFICATION BY A LICENSED - OF H15 5UBCONTRAGTORS FOR A CONTINUOUS FROM TOP OF INSULATION -MATERIALS AND EQUIPMENT MUST BE LOT AREA 40,000 SOFT. 10,212 SQ.FT. EXISTING- NO GHANOE EXISTING-NON-GONFORMIN6 SURVEYOR. INFORMATION OBTAINED FROM PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS INSTALLED IN ACCORDANCE WITH THE CERAMIC OR QUARRY TILE (3/4-InJ 16.0 LOT WIDTH 150 FT 102.69 FT EXI5TIN6- NO CHANGE EXI5TIN6-NON-CONFORMING SURVEY PREPARED BY: COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL MANUFACTURER'S INSTALLATION ON I/2-In. MORTAR BED JOHN T. VELE ER- PEGOSONIC SURVEYORS, P.G. LOT DEPTH 1"15 FT 190.61 FT EXISTING- NO CHANGE 1230 TRAVELER STREET, 50UTHOLD, NY 11971 OTHERWISE SPECIFIED. ALL WORK FACED FIBREGLA55 BATT INSULATION INSTRUCTIONS. HARDWOOD FLOORING, 7/7-1n. 4.0 FRONT YARD 50 FT. 55.4 FT EXISTING- NO GHAN&E P: 631-165-5010 F: 631-165-1"14i"1 SHALL BE PERFORMED IN LINOLEUM OR ASPHALT TILE, I/4-In. I.O REAR YARD 50 FT. 48'-bs/e" EXISTING- NO CHANGE EXISTING-NON-CONFORMING BY JOHN MANVILLE OR APPROVED -MATERIALS AND EQUIPMENT MUST REAR YARD TO DECK S9'-5Y4" EXISTING- NO CHANGE EXISTING-NON-GONFORMIN6 $ a ACCORDANCE WITH GOOD BUILDING FIREBLOGKING EQUAL, FOIL TO BE PLACED TOWARD IDENTIFIED 50 THAT THE COMPLIANCE ,- PRACTICES. THE GONTRAGTOR SHALL FIREBLOGKING SHALL BE PROVIDED, SUBFLOORING, 3/4-in. 3.0 SIDE YARD (MIN) 15 FT. 3 FT. EXI5TIN6- NO GHAN&E EXISTING-NON-CONFORMING AS, PER SECTION R502.13 OF THE WARM SIDE. PROVIDE 11/2 RIGID GAN BE DETERMINED. INDEMNIFY AND HOLD HARMLESS THE FOAM INSULATION ON ALL EXTERIOR -MANUFACTURER MANUALS FOR ALL SIDE YARD TO DECK 10'-E�'4" EXISTING- NO CHANGE EXISTING-NON-GONFORMIN6 FLOORS, W:'�OD JOIST (no taster) 12-in. I6-in. �.',' �' ` • p SIDE YARD (A66) 35 FT. 28'-55/4" EXISTING- NO GHANOE EXISTING-NON-CONFORMING OWNER, ARCHITECT, AND THEIR RESIDENTIAL GODS OF NEW YORK FOUNDATION WALL5 FROM FOOTING INSTALLED HEATING AND COOLING JOIST �,IZES (InJ O.G. O.G. AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALED To 6"BELOW FINISHED GRADE UNLESS EQUIPMENT AND SERVICE WATER -- LIVABLE FLOOR AREA 850 5Q. FT. 1,013 SOFT. EXISTING- NO GHANOE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL 2x6 6 5 LOT COVERAGE 20 AS, 12.0-1 % EXI5TIN6- NO GHAN6E F OTHERWISE SPECIFIED. CARE SHOULD HEATING EQUIPMENT MUST BE LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). E PROVIDED. 2x8 6 6 BUILD�NS HEIGHT 35 FT. 17'-E>l'4" 20'-bY?- I BE TAKEN NOT TO DAMAGE NUMPIER OF STORIES 2 I/2 I I/2 EXISTING- NO CHANGE ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIREBLOGKING IN FOUNDATION WATERPROOFING. -INSULATION R-VALUES AND GLAZING S 6 ((1 RESULTING FROM THE PERFORMANCE CONGEALED SPAGE5 OF STUD WALLS U-FACTORS MUST BE CLEARLY 2x o , 6 OF THE WORK PROVIDED THAT ANY AND.PARTITIONS, INCLUDING FURRED 2�c12 g 7 I ��`3$ spy ZONE 1" GLASS WINDOWS AND DOORS MARKED ON THE BUILDING PLANS OR SUCH CLAIM, DAMAGE, L055 OR 5PAGE5 AT THE GEILING AND FLOOR TO BE INSTALLED AS, PER SPECIFICATIONS. F FAME PART I T I O N 5 EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL 1 ` N SEGTIONR308 OF THE RESIDENTIAL WOOD OR STEEL STUDS, I/2-In. GYP. BOTH 5dDE5 8.0 `� l! � 0 BODILY INJURY, SICKNESS, DISEASE FURRED 5PAGE5 SHALL AL50 BE GODS OF N.Y.S. ALL GLA55 15 TO BE DUCT INSULATION: Z - OR DEATH OR TO INJURY TO OR FIREBLOGKED AT INTERVALS NOT INSULATED LOW-E UNLE55 OTHERWISE -SUPPLY DUCTS IN UNGONDITIONED FRAME WALLS NORTH 1 `� DESTRUCTION OF TANGIBLE PROPERT'( EXCEEDING 10 FEET. SPECIFIED. GLA55 SUBCONTRACTOR ATTICS OR OUTSIDE THE BUILDING EXTER.,OR 3rUD WALLS: SHED (OTHER THAN THE WORK ITSELF SHALL NOT INSTALL GLASS UNTIL MUST BE INSULATED TO R-8. INCLUDING THE L055 OR USE PLUMBING PROPER GLEARANGES ARE -RETURN DUCTS IN UNGONDI'rIONED 2x4 ® 16-in., 5/8-in. GYPSUM, 11.0 1 `���� Z In CONTRACTOR SHALL INSTALL WATER INSULATED, 3/8-In. SIDING RESULTING THEREFROM). (B) IS PROVIDED. ALL SLIDING GLA55 ATTICS OR OUTSIDE THE BUILDING v CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS DOORS, SKYLIGHTS AND/OR WINDOWS MUST BE INSULATED TO R-4. 2x6 Is 16-In., 5/8-In. GYPSUM, I ` Z NEGLIGENT ACT OR OMIS51ON OF THE INDICATED. PROVIDE HOT AND GOLD AS REQUIRED BY CODE, SHALL BE -SUPPLY DUCTS IN UNGONDITIONED INSULATED, 12.0 / 3/8-1n. SIDING CONTRACTOR ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. INSULATED TEMPERED GLASS. ALL SPACES MU57 BE INSULATED TO R-8. ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE GLA55 DOORS AND WINDOWS SHALL -RETURN DUCTS IN UNCONDITIONED EXTERIOR SiiUD WALLS WITH BRICK VENEER. 48.0 I _ _ �= v a oWz~`"W EMPLOYED BY ANY OF THEM, OR CLEANOUT5 AT ALL CHANGES OF BE INSTALLED IN STRICT SPAGE5 (EXCEPT BASEMENTS) MU5T WEIGHTS O` '-IA50NARY INCLUDE MOTAR BUTT NOT PLASTER. FOR ANYONE FOR WHOSE ACTS ANY OF DIRECTION AND AT BASE OF ACCORDANCE WITH THE BE INSULATED TO R-2. PLASTER, /Zr t_- 5 lb/ft2 FOR EACH FACE PLA�5TERED. VALUES REMOVE EXISTIN&WOOD 0 1 EXISTING / Q N°CJ-T d v VERTICAL WASTES. USE 4" CAST IROI ; r• GIVEN REP AVERAGES. IN SOME GASSES THERE ISA a =u,o-� W STAIR ANV PROVIDE NEW SHOVER r W F m O V O W LU THEM MAY BE LIABLE REGARDLESS MANUFAGTURES SPECIFIGATTONS. ALL -IN5ULAT1ON I5 NOT REOUIRED ON E6REs5 srAIR,PLATFORM I STALL TO D-°o <�o, OF WHETHER OR NOT IT IS CAUSED IN THROUGH FOUNDATION WALL PITCH= WINDOWS ARE TO BE CAULKED AND RETURN DUGT5 IN BASEMENTS. GONSIDERflr3_E RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. AND HANDRAIL AND Q REMAIN ON / ,n N~ a o vu } MIN. I/8" PER FOOT. TRAP/WASTE &UARDRAIL COMPLY WITH W 1 &R-ACE / <z~cn�0 p PART BY A PARTY INDEMNIFIED SEALED AS PER N.Y.5. ENERGY PSE6 REQUIREMENTS AND O a HEREUNDER. ALL MATERIALS, 51ZF-5 FOR FIXTURES SHALL BE AS CONSERVATION GODS REQUIREMENTS. DUCT CONSTRUCTION: CONFORM WITH TOWN OF = I / ��N°w o o z 1A'- W ASSEMBLIES, AND METHOD OF FOLLOWS: PROVIDE FLASHING PANS UNDER ALL -ALL JOINTS, 5EAM5, AND ALLOWABLC ?�=FLEGTION OF STRUCTURAL MEMBERS* AS PER SOUTHOLD CODE SECTION o W Q o DISH WASHER I I/2" TABLE R3C'11 OF THE RESIDENTIAL CODE OF NEW YORK 26.104-C,2 CONSTRUCTION INCLUDING BUT NOT SLIDER, DOORS, AND WINDOWS WITHIN CONNEGTION5 MUST BE SEGURELY _. -t5O SOFT. 5'-10" /0 w* cn'30 W° = O LIMITED TO FORM-WORK, KITCHEN SINK I I/2" A 6 OF AN EXTERIOR SURFACE. ALL FASTENED WITH WELDS, GASKETS, LAVATORY I I/4" STRUCTURAL MEMBER ALLOWABLE N. _~ < '~°°m F .` BLOCK-WORK, FRAMING, NAILING, DEFLECTION 3.0' P'`" �p / o W?° Q w o°`�' EXTERIOR DOORS ARE TO BE FULLY MASTICS (ADHESIVES), r,' ;, RAISE <� ��=z� PLACING OF CONCRETE, ETC. ARE TO SHOWER 2 WEATHER-STRIPPED. PROVIDE ALL MASTIC-PLUS-EMBEDDED-FABRIC, OR - i ;r '%;, .i' ;; :r, Ex1sTIN6 N ,� Q Q 4 ° .I RAFTE''<S f AVINCG SLOPES GREATER THAN .,,/12 L/180 Wf",�;:�''.•'i ; ..'. ,� FIRST FLOOR- / <w W p °° o BE CAREFULLY SUPERVISED BY THE TOILET 3 SCREENS AND HARDWARE AS TAPES. DUGT TAPE 15 NOT CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN REQUIRED. ALL GLASS 15 TO BE FREE PERMITTED. WITH NC' FINISHED GEILING ATTACHED TO ';' ! * IOIs SQ.FT. Z >> z "� IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" OF SCRATCHES AND IMPERFECTIONS EXCEPTION: CONTINUOUSLY FIELDED RAFTE�:S STRAP EX. ' ` f°,' ! C),3 a ° N° PROPANE '` '';%,'f ! f IU f SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE AND GUARANTEED BY THE AND LOCKING-TYPE LONG TUDINAL INTERIOR 1^_ALLS AND PARTITIONS H/180 TANK AS PER NO. 555 / ` RAISE EXISTING E�� AND GOOD PRACTICE. DEVIATIONS FROSTPROOF HOSE-BIBS AS FEMA j�; I STORY DECK- t 204 jl w N W w Q 0 MANUFACTURER # oR A PERIOD OF NO JOINTS AND SEAMS ON DUGT5 FLoo�:�5 AND PLASTERED CEILINGS L/360 GUIDELINES ON 1 ,�A, FRANrE r 5Q•Fr:AI-L EXISTING 3` / �/ w W F�u v a N FROM THE DRAWINGS AND INDICATED ON PLANS WITH EASILY LESS THAN 5 YEARS. ALL WINDOWS TO OPERATING AT LESS THAN 2" w. NEW i RE51 ENGEf' DEGKIN6MATERIAL, 0' Qo>�,=o SPECIFICATIONS WILL NOT BE ACCESSIBLE DRAIN DRAIN-GOCKS. BE ANDERSEN UNLESS INDIGATED (500 PA.) g ALL OTHER STRUCTURAL MEMBERS L/240 FRAMING,ETC.ro SLAB 1 !� ,;,,, ,�, :�/" � W H ,P`',�' ' '/ ✓ REMAIN-WITHOUT PERMITTED WITHOUT WRITTEN THE WATER SUPPLY AND SEWAGE OTHERWISE. -DUCTS SHALL BE 5UPPORTEE) EVERY EXTER;l2R �1.�LL5 WITH PLASTER OR STUGGC"i FINISH H/360 Nm °z lA /,�' `�� CHANGE-DECK TO / z P i-')v,-� P z O AUTHORIZATION OF THE ARGHITEGT. DISPOSAL SYSTEM SHALL COMPLY TO r� r ! l0 FEET OR IN ACCORDANCE WITH THE EXTERIOR �:ALLS - WIND LOADS WITH BRITTLE L/240 i 5/. '��� REMAIN IN EXACT u V W O v p Z IGABLE COUNTY -- FINISH~S �✓ ,!/.°� y 4 CONDITION AND L/) , 0 a THE CONTRACTOR SHALL SE THE ADPL PAINTING AND S;AINING MANUFACTURERS INSTRUCTIONS. RESPONSIBLE FOR THE SHOP DEPARTMENT OF HEALTH STANDARDS - 4 �� FOOTPRINT ,^ °<n(z Q a THE FOLLO:^lING ! INCLUDED FOR THE -COOLING DUGT5 WITH EXT)=RIGOR a 1 0 s -<z 3 o EXTER'OR ,^ACLS WIND LOADS WITH FLEXIBLE L/120 x$,53 0 «► DRAWINGS WHICH MAY BE NEEDED. AND REGULATIONS. APPROVAL OF GONVENIENGE OF THE PAINTING INSULATION MUST BE COVERED WITH A FINISI- S -r-K:• ALL DIMENSIONS AND CONDITIONS ALL PLUMBING MUST BE OBTAINED CONTRACTORS AND ONLY AS AN VAPOR RETARDER. DECK , N 2 ARE TO BE FIELD VERIFIED. FROM APPROPRIATE LOCAL INDICATION OT THE TYPES OF PAINTS -AIR FILTERS ARE REQUIRED IN THE NOTE: J_=SPAN LENGTH, H=SPAN HEIGHTco CONTRACTOR TO REMOVE $ AUTHORITIES PRIOR TO CONGEALMENT. REQUIRED FOR VARIOUS SURFACES. IT RETURN AIR SYSTEM. a. THE WINE, LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 �10'-6y4" ?2'4" Z Z Z Z Z RELOCATE AS, REQUIRED ALL PRIOR TO ORDERING, CONTRACTOR 15 THE INTENT OF THESE -THE HVAG SYSTEM MUST PROVIDE A TIMF'5 THIS COMPONENT AND CLADDING LOADS FOR THE EXISTING WORK WHICH INTERFERES SHALL SUPPLY GUTS OF FIXTURES FOR PURFF'o5i:5 OF THE DETERMINING DEFLECTION LIMITS HEREIN 1 / SPEG I F I GATI ONe TO PROVIDE A MEANS FOR BALANCING AIR AND WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT GOMPLETE FINISH. ALL PAINTED WATER SYSTEMS. -- I SITE WORK THAT THE OWNER CHANGES, THE SURFAGE5 MUST BE FULLY COVEREDCOMPLIES9 o 0 THIS PROJECT WITH THE CONTRACTOR SHALL CREDIT THE -= I D E: Z STAKEOUT 15 TO BE PERFORMED BY A IN A UNIFORM MANNER TO BE TEMPERATURE CONTROLS: 2010 RESIDENTIAL GC�DE OF NEW 9 j E.p OWNER FOR THE FULL LICENSED SURVEYOR. STAKING AND ACCEPTABLE. -EAGH DWELLING UNIT HAS AT LEAST NOT YORK STATE SUBCONTRACTORS COST FOR THE THE PLUMBING SYSTEM SHALL BE INSTALLED 1 � �' FfE_: .,,,�� � BY: LAYOUT ARE TO ESTABLISH ALL LINES INTERIOR WOOD SURFAGE5-APPLY TO ONE THERMOSTAT CAPABLE OF IN AGGORD.4NGE WITH THE REQUIREMENTS OF AND BENCHMARKS. VERIFY ALL GIVEN! CHANGED UNIT. LIGHTLY SANDED SURFAGE5, WALL5, AUTOMATICALLY ADJUSTING THE / +0 iFY BUILD;NG DEPA,rIIMENT AT kk GS. IN CASE OF DOORS, FRAMES, TRIM, AND BASES, SPACE TEMPERATURE SET POINT OF GHAPTER5�25-32 OF THE RESIDENTIAL GOD1E NOTE: GOLD ROOF SNOW LOADS 17' 6x-1802 8 AM TO 4 PM1 FOR THE Q DATA ON DRAWN OF NEW YC TRK STATE. FOUNDATIONS CHAPTER 4 DES15N AS, PER ASCE -f 05 I i FOLLO,NING INSPECTIONS: _ o DI5GREPANCY, RECEIVE HVAC ONE GOAT WOOD FILLER OR STAIN THE LARGEST ZONE. _ SYSTEM TO BE DESIGNED BY OTHER!— THE MEGHA,NIGAL SYSTEMS SHALL BE IG 1 � CLARIFICATION FROM ARCHITECT AND TWO COAT5 MGKLUSKY'S INSTALLED IN ACCORDANCE WITH THE BASED UPON PRESUMPTIVE LOAD , I. FOUNDATION - TL^JO REQUIRED PROVIDE PROPER SUPPLY To ALL EGGSHELL FINISH NON-YELLOWING ELECTRIC, SYSTEMS: SLOPE GS GSL LIVE LOBI; �p ��GU �cI ' PRIOR TO PROCEEDING. EXCAVATE ROOMS CONFORM WITH ALL STATE REQUIREMENTS OF CHAPTERS 12-23 OF THE BEARING VALUES OF SANDY GRAVEL 3:12 I.O X (20 PSF) 20 PSI- ��,�-� ��4j• FOR POURED CONCRETE � p Q AND BAGK FILL FOR WORK INDIGATED POLYURETHANE. -SEPARATE ELECTRIC METERS ARE RESIDENTIAL CODE OF NEW YORK STATE. AND/OR GRAVEL AT 2000 LB5 PER 2. ROUGH - FRAMIi'JG & PLUMgjNG Z W ON DRAWINGS. STOCKPILE TOPSOIL AND LOGAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT REQUIRED FOR EACH DWELI-INS UNIT. SQUARE FOOT. CONTRACTOR TO (O.q4) X (20 PSF 1� PSF 1 4:12 3. INSULATION '- $ 4 THE FUEL 6,66 SYSTEM SHALL BE INSTALLED CONSULT ENGINEER IF DIFFERENT SOIL 5:12 O.Q X 20 PSF) 18 PSF' / 4, Fln� OBTAINED FROM STRIPPING DRIVEWAY PRIMER AND TWO GOATS FLAT PAINT. IN AGCORDANC.E WITH THE REQUIREMENTS OF AND BUILDING SITE. STOCKPILE ALL EXTERIOR WOOD SURFAGE5- TWO FIREPLACES: MATERIALS ARE FOUND UPON ( !ON .AL CONSTRUCTION O(d MUST '- ~ CHAPTER 2'�4 OF THE RESIDENTIAL GORE G� 6:12 (0.82) X (20 PSF) 16 PSF � �� BE COMPLETE FOR C.O. EXCAVATED MATERIAL. NEW AND GOATS EXTERIOR GRADE STAIN. -FIREPLACES MUST BE INS'FALLED NEW YORK STATE. EXCAVATION OR TESL HOLE, FOR (074) X (20 PSF) IS PSF 1 �rj° i AL Q , EXISTING BACK FILL MATERIAL AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM WITH TIGHT FITTING NO --- ALTERNATIVE FOOTING ANMD 7'12 ' /oj REQUIREMENTS SHALL MEET THE p 0 TOPSOIL ARE TO BE FREE OF WEEDS, JOISTS, RAFTERS AND STUDS SHALL ONE GOAT ZING GHROMATE AND TWO FIREPLACE DOORS FOUNDATION WALL DESIGN 8°12 0.67 X 20 PSF) I3 PSF O -{ MENTS OF THE CODES OF NEW v v v U v Z TREE ROOTS ROCKS AND DEBRIS. BE GONSTRUGTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. -FIREPLACES MUST BE PROVIDED NOTE: 0:1 (0.6) X (20 PSF) 12 PSF DESIGN STATE. NOT RESPONSIBLE FOR ALL SURPLUS MATERIAL THAT 15 FIR-50UTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST WITH A SOURCE OR COMBUSTION AIR, PROVIDE WOOD "•RUCTURAL PANELS WITHA MINIMUM THIGKNE55 OF 7/16" ANDA 10:12 j (0.58) X (20 PSF) !2 PSF (I DESIGN OR CONSTRUCTION ERRORS. L UNSUITABLE FOR BAGK FILL MATERIAIL WOOD SILLS AND WOOD IN GONTAGT QUALITY PITTSBURGH, PRATT a AS REQUIRED BY THE FIREPLACE MAXIMUM SPAN C%F 8'-O" FOR OPENING PROTECTION IN ONE AND TWO STORY FRAMED 11:12 0.52 X (20 PSF) 10 P5F OCCUPANCY OR ' SHALL BE REMOVED FROM THE SITE. WITH MASONRY SHALL BE AGO. ALL LAMBERT, DUTCH BOY. CABOTS, CONSTRUCTION PROVISIONS OF THE BUILDING5. PANE-5 TO BE PRECUT TO GOV_R THE GLAZED OPENINGS WITH ATTACH 12:12 0.44 X (20 PSF) a PSF � `9 `� m O Q PROTECT ALL TREES WITHIN EIGHT EXTERIOR SHEATHING SHALL BE 1/2 MGKLU5KY5, OR APPROVED EQUAL. BUILDING CODE OF NEW YORK STATE, MENT HARDW/ARE. ATT/-CHMENT HARDWARE TO BE IN COMPLIANCE WITH TABLE USE IS UNLAWFUL _ FEET OF THE BUILDING. PROPER GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE THE RESIDENTIAL CODE OF NEW YORK R301.2.1.2 OF THE: NEW YORK STATE BUILDNO GORE. (SEE BELOW) WITHOUT CERTIFICATE APPROVALS MUST BE OBTAINED SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS STATE OR THE NEW YORK CITY WARM ROOF SNOW LOADS BEFORE COVERING ANY EXGAVATED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS BUILDING CODE, AS, APPLICABLE. == # WORK. BE COVERED WITH "TYVEK" HOUSE APPROVAL. TABLE R", 5C,,,'I .2.1 .2 : NIND50RNE DEBRIS PROTECTION FASTENING AS PER ASCE 7-OS 0,r (�F OCCUPANCY WRAP OR APPROVED EQUAL. BLOCK SERVICE WATER HEATING: SCHEDULE 'O!�1. WOOD STRUCTURAL PANELS SLOPE GS GSL LIVE LOAD I`� CONCRETE BLOCK STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD -WATER HEATERS WITH VERTICAL - (0.85) X (20 PSF) I7 PSF ALL GONGRETE BLOCK 15 TO HAVE AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.3.2. PIPE RISERS MUST HAVE A HEAT TRAP FASTENER 5PACING 3:12 _ SCALE: I" = 20'-O" "OUR-O-WALL" REINFORCING EVERY PLYWOOD. PROVIDE SOLID BLOCKING- THROUGHR7O2.3.6 OF THE ON BOTH THE INLET AND THE OUTLET 4:12 (0.8) X (20 P5F) 16 PSF_ 4 FASTEN ER TYPE 4 FOOT 6 FOOTCa : , _ ,' , ,_s r 1 t'r� THIRD COURSE. FILL TROP COURSE AND DIAGONAL BRACING OF FLOOR RESIDENTIAL CODE OF N.Y.S. GYPSUM UNLESS THE WATER HEATER HAS AN 5:12 (0.74) X (20 PSF) IS PSf' t SOLID. MORTAR MIX TO BE ONE PART JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE INTEGRAL HEAT TRAP OR I5 PART OF PANEL SPAN < PANEL SPAN < PANEL �� ; ,4� ^ 1 1 DES OF 1-I--I SPAN f NE�� 6:12 (0.67) X (20 PSF) 13 PSF bra : "' avi ° \' CODES < < 6 FOOT < 8 FOOT '' arm E - PORTLAND GEMENT, ONE PART LIME SOLID BLOGKINS UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM A CIRCULATING SYSTEM. _4 FOOT _ - 7:12 (0.6) X (20 PSF) 12 PSF �;'�., �"?�,��`���G`� AS REQU,R� . ' .,}., ' �r�is OF PUTTY, AND SIX PARTS SAND, OR ONE UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" -INSULATE CIRGULATING HOT WATER 2-I/2" #6 h'OOD SCREWS 16" 12" q° 8.12 _ .=r.,,.• (0.56) X (2o PSF) I I PSF �a� �f :r+':y°�' 1� ' �'T Zl <n, , ` 111 PART MASONRY GEMENT AND THREE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE PIPES TO THE LEVELS ON TABLE I. 2-I/2�� #8 WOOD SCREWS IC" IC" I2" x:12 (0,51) X (20 PSF) 10 PSF p'7 �o r� `" 1� V z _ PARTS SAND. AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. 3 CONCRETE END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES CIRCULATING HOT WATER SYSTEMS: 10:12 (0.48) X (20 PSF) 10 P51 " :"� UUIh' Li' ; 777, -. ;�,,� Z NO CONCRETE OR MASONRY WORK CORNERS. WHERE FLUSH FRAMING SHALL BE TAPED AND RECEIVE THREE -INSULATE GIRCULATINS HOT WATER 11:12 (0.44) X (20 PSF) cl PSF lu lu A OGGUR5, USE MIN. 16GA SHEET METAL GOATS OF JOINT COMPOUND. ALLOW PIPES TO THE LEVELS ON TABLE 1. �r ^- _ V, SHALL BE DONE DURING II 12:12 (0.38) X (20 PSF) 8 PSF •_,_. � � ,.�;:.5:� � t- SHALL OF 40 DEGREES F. JOIST HANGERS BY TECO OR 24 HOURS TO DRY BETWEEN GOATS. TABLE ir`INIMUM INSULATION 7HIGKNE55 FOR CIRCULATING HOT WATER PIPES � - Z AND FALLING. NO CONCRETE SHALL APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. HEATING AND COOLING PIPING INSULATION THICKNESS IN INCHES BY PIPE SIZES DON FROZEN SURFAGE5. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON INSULATION: WALL KEY O z BE PLACE is CONCRETE SHALL BE AIR ENTRAINED., SHALL BE MINIMUM 2/2X6 UNLE55 ALL OUTSIDE CORNERS AND AROUND -HVAC PIPING CONVEYING FLUIDS HEATED WATER NON-CIRCULATING RUNO'JTS CIRCULATING MAINS AND RUNOUTS = _ = EXIST TO BE REMOVED TOTAL AIR CONTENT (PERCENT BY NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. ABOVE 105OF OR CHILLED FLUIDS TEMPERATURE (F UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" CLIMATIC AND OEOORAPHIG DESION CRITERIA 0 0 � VOLUME OF CONCRETE) SHALL NOT BIE FOR STUDS, JOISTS AND BEAMS SHALL BELOW 55°F MUST BE INSULATED TO 170-180 0.5 1.0 1.5 2.0 LESS THAN 5% OR MORE THAN 7% BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL THE LEVELS IN TABLE 2. TABLE RSO .2(I) NYS RESIDENTIAL GODS w EXIST TO REMAIN � � Z � W FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 140-160 0.5 0.5 1.0 1.5 GROUND SNOW LOAD 20 PSF ADDITIVES SHALL BE ALLOWED LENGTH. SEE NAILING SCHEDULE WHICH NATIONAL ELECTRICAL GODS AND ALL NOTES: 100-130 O.5 0.5 0.5 _1.0 CEILING LIVE LOAD 20 P5F NEW WOOD FRAME CNST x 0 WITHOUT WRITTEN PERMISSION OF THE REFERS TO NEW YORK STATE CODE STATE, LOCAL, AND UTILITY COMPANY 1. OBTAIN ALL PERMITS PRIOR TO SECOND FLOOR LIVE LOAD 30 PSF In (n ARCHITECT ALL CONCRETE 15 TO BE _ MIN. 3,500 P.S.I. AT 28 DAYS 4 4,000 R.306 4 R.3o7 CODES AND REGULATIONS. ALL THE START OF WORK. FIRST FLOOR LIVE LOAD 40 PSF '�* ' NEW POURED GONCRETE U1 CIRCUITS SHALL BE MINIMUM 15 AMP. WIND SPEED 110 MPH O �,L � OU P51 FOR GARAGE SLAB. PROVIDE ALL NOTE: POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THIGKNES5 FOR HVAC PIPES 4"x4" POST UNLESS OTHERWISE SLEEVES AND FOUNDATION VENTS AS, THIS BUILDING HAS BEEN DF-51ONED �5 AWG. CONVENIENCE OUTLETS SHALL WITH ROD 6 SHELF, ALL LINEN SEISMIC DESIGN CATEGORY $ ® NOTED Z REQUIRED BY NY5 GODS. UNLE55 PER THE AMERICAN FOREST AND BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED W'TH 5 ,, E WEATHER INDEX SEVERE INDICATED, ALL FOUNDATION PIPING SYSTE, FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPS SIZE _ � 3 PAPER ASSOCIATION (AFsPA) WOOD FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. FR05T LINE DEPTH _ 3 FEET HOLD DOWN AS NOTED FOOTINGS ARE TO BE A MIN. 8" DEEP AND FRAME CONSTRUCTION MANUAL ALL SWITCHED TO BE LOCATED 36" TYPES RANGE (F) 2" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" PROJECTING 6 ON EACH 51DE OF TH1E HEATING SYSTDAS TERMITE MODERATE TO HEAVY HARD WIRED SMOKE D FOUNDATION WALL. PROVIDE TWO #4 FOR ONE AND TWO-FAMILY ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BA5E MOLDING _�. DECAY SLIGHT TO MODERATE DETECTOR W/ BATTERY DWELLINGS (ANSI/AF$FA WFCM-2001) OTHERWISE INDIGATED. SUPPLY TO MATCH EXISTING LOW PRE55UR1 /TEP-IPERATURE 201-250 1.0 1.5 1.5 2.0 DEFORMED BARS CONTINUOS IN THE WINTER DESIGN TEMPERATURE II° FOOTING. ALL 4" THICK CONCRETE RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 BAGK-UP � � w NOTE: ALL NON-ENGINEERED LUMBER. FIXTURES. 4. ALL BATHROOM FIXTURE-5 AND ICE SHIELD UNDERLAYMENT REQUIRED YES, ® 80 CFM FAN TO EXTERIOR is m SLABS TO HAVE 6X6 10/10 WELDED STEAM GONDE:t'ySATE � O � WIRE REINFORCING. ANCHOR BOLTS IN TO BE DOUGLAS FIR #2 OR BETTER FAUCETS To BE SUPPLIED PY OWNER FLOOD HAZZARDS AE-EL 6 Z z AND INSTALLED BY CONTRACTOR (FEED WATER,' ANY I O I.O I.5 2.0 HARD WIRED CARBON MONOXIDE N l!1 CONCRETE SHALL BE HOOKED 5/8" X COOLING SYSTEMS _ - a DETECTOR W/ BATTERY BAGK-UP Y t'- � 1U 12" AT MAX. 5' 0.0. PROVIDE BITUMEN 5. FINISHES TO BE SUPPLIED CHILLED NATER, fLM RIGERANT 201-250 I.O I.5 1.5 _ 2.0 MIN 12" A.F.F. AS PER SEDT. 1225.2 EXPANSION JOINTS BETWEEN SLABSBY OWNER AND BRINE - 120-200 0.5 1.0 I.O I.5 NYS, GODS Q AND FOUNDATION WALL5. _.-....� DENOTES EGRESS WINDOI,\ D II.;I /Y i Y�.1 Y�YYY� IYYO/ I TABLE 3.11 WALL 5HEATHIN5 ATTACHMENT REQUIREMENT5 FOR WIND LOADS TABLE 3.178 SEGMENTED 5HEARWALL 51DEWALL SHEATHING REQUIREMENT5 TABLE 3.1 NAILING SCHEDULE AS PER ANSI/Ar$FA WFGM-2001 - - AS PER ANSI/AFffPA WFGM-2001 AS PER ANSI/AF�PA WFGM-2001 FIENUMBER OF NUMBER OF STRUCTURAL SHEATHING OR PANEL SIDIN THREE SECOND GUST {; ` JOINT DESCRIPTION AI NAIL SPACING JOINT DESCRIPTION COMMON NAILS NAIL SPACING MAXIMUM NAIL SPACING FOR 56 COMMON WIND SPEED (MPH) 110 COMMON NAILS SHEATHING LOCATION� STUD SPACING NAILS (INCHES O.G.) SHEAR WALL LINE MIN. LENGTH OF FULL t , . , ROOF FRAMING FLOOR SHEATHING (INCHES, O.G.) BUILDING END WALL '" 110 MPH ZONE 120 MPH ZONE BENEATH HEIGHT SHEATHING ON `17777,..'� ..•47» I4} WALL HT. STRUCTURAL PANELS LENGTH, W FT. ;•r O u n O'c o N N E i L RAFTER TO TOP PLATE (TOE-NAILED): E F E F BUILDING SIDEWALL. L (FT.) t�c H i � e e i r r. 12" O.G. 5PAGING 8 (2) 8d I INCH OR LE55 8d 6" EDGE / 12" FIELD '� PER RAFTER 12,10.0. 6 12 6 12 ROOF 8 CEILING 2 .6 I 10 (2) 8d GREATER THAN I INCH IOd 6 EDGE / 6 FIELD 4 EDGE ZONE 16 2.1 I6" O.G. SPACING .5 (3) 8d DIAGONAL BOARD SHEATHING 6 12 6 12 20 2.7 TODD O`GUNNELL,AIA PER RAFTER I"xb" OR I"x8" (2) 8d PER SUPPORT INTERIOR ZONE 12' O.G. 6 12 6 12 24 3.2 10 (3) Sd WALL HT. I"xl0" OR WIDER (3) 8d PER SUPPORT I6" O.G. 6 12 6 12 28 3.8 12th eteransMernoria Highway CEILING JOIST TO TOP PLATE (TOE-NAILED): 32 4.3 Suite 124 STU 12" O.G. SPACING 8 (2) 8d SHEATHING SIZE STUD SPACING MINIMUM NUMBER OF 8d COMMON 36 4.8 Hauppauge,NY 11788 PER JOIST I. NAILING REQUIREMENT5 ARE BASEDON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL (INCHES, O.G.) NAILS PER SUPPORT 40 5.4 10 (2) 8d SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN SMEAR ,-APAGITIES, NAILING REQUIREMENTS Ib" O.G. SPACING 8 (3) 8d FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS, SUCH A5 SHEAR PLATES, SHALL BE USED 1x6 OR Ix8 SHEATHING 12-14.2 2 2 50 6.7 F(631)650-6666 10 PER JOIST TO MAINTAIN LOAD PATH. IXIO OR LARGER f9� 60 8.0 F(631)650-6667 , (3) 8d 12-14.2 3 3 80 IO0.7 C{516)6513-0325 CEILING JOIST TO PARALLEL RAFTER (PAGE NAILED): ROOF SPAN 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE E = NAIL SPACING AT PANEL EDGES (INCHES) ROOF,CEILING, 8 FLOOR 20 5.6 �' ^fi,,«.,"WA""'Ir,..,q., ,NJ4- ,4 SHEATHING 14� GROUND SNOW LOAD 20 P5F 12'-0" 24'-0" 36'-0' REDUCED TO I-I&D NAIL PER FOOT. 12" O.G. SPACING 3:12 PITCH (4) 16d l�) Ibd (lo) Ibd EACH LAP F = NAIL 5PAGING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) ;;;>; ,« •, 16" O.G. SPACING 3:12 PITCH (5) Ibd (4) Ibd (13) Ibd EACH LAP 3. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL 52 5. .•a REQUIREMENT5. I. FOR WALL SHEATHING WITHIN 4 FEET OF THE GOfZNERS, THE 4 FOOT EDGE ZONE 32 8.4 12" O.G. 5PAGING 4:12 PITCH (3) Ibd (5) Ibd 0) Ibd EACH LAP ATTACHMENTS SHALL BE USED 36 10.0 Ib" O.G. SPACING 4:12 PITCH (4) Ibd 0) Ibd (10) Ibd EACH LAP RAFTER TO TOP PLATE / CEILING JOIST TO TOP PLATE JOINT NOTES (TABLE 34A ANSI/AF4PA WFGM-2001): 40 11.1 1. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 2. TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO 5TUDFRAME 50 12" O.G. SPACING 5:12 PITCH (3) Ibd (4) Ibd (6) 16d EACH LAP MEMBERS WITH G > 0.44. 60 16.7 ' ':'` - ` < �,•.. I6" O.G. SPACING 5:12 PITCH (3) Ibd (6) Ibd (8) Ibd EACH LAP 2. TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B FOR FRAMING MEMBERS WITH 0.42 < G <0.44, THE NAIL 5PAOIN55 SHALL BE REDUCED TO 6 INCHES O.G. 70 14.4 12" O.G. SPACING 7:12 PITCH (3) Ibd (3) Ibd (5) Ibd EACH LAP 3 WHEN CEILING JOIST ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER AND 80 22 2 16" O.G. SPACING 7:12 PITCH (3) 16d (4) Ibd (6) Ibd AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED EACH LAP 3. FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TOBE ROOF,CEILING, S 2 FLOOR 25 11.8 1 12" O.G. SPACING 4:12 PITCH (3) Ibd (3) Ibd (4) 16d EACH LAP SUBSITUTED FOR COMMON NAILS 32 135 I6" O.G. SPACING 4:12 PITCH (3) Ibd (3) Ibd (5) Ibd EACH LAP 4. TO AVOID SPLITTING, NO MORE THAN TWO TOENAILS SHALL BE INSTALLED IN EACH SIDE OF THE RAFTER OR GEILIING J015T WHEN FASTENED TOA 2x4 TOP PLATE OR 3 TOENAILS IN EACH 510E WHEN FASTENED TOA 2x6 TOP PLATE 4. TABULATED NAIL SPACING ASSUME A BUILDING LOCATED IN EXPOSURE B. 36 15.2 ' 12" O.G. SPACING 12:12 PITCH (3) Ibd (3) Ibd (3) Ibd EACH LAP RIDGE TENSION STRAP CONNECTION (TABLE 3 6A ANSI/AFa FA WFGM-2001): 40 16.8 Ib" O.G. 5PAGING 12:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP 50 21.1 CEILING JOIST LAPS OVER PARTITIONS (FACE WAILED): ROOF SPAN I. TABULATED CONNECTION REQUIREMENT5 SHALL BE PERMITTED TO BE MULTIFIED BY 0.70 FOR FRAMING NOT LOCATED TABLE 3.215 BOTTOM PLATE TO FOUNDATION CONNECTION F E `; GROUND SNOW LOAD 20 PSF 12'-0" 24'-O" 36'-0" WITHIN 8 FEET OF BUILDING CORNERS AS PER ANSI/AFdPA WFGM-2001 60 25.3 THREE SECOND GU5T '' 70 24.5 12" O.G. SPACING 3:12 PITCH (4) Ibd (1) Ibd (lo) Ibd EACH LAP 2• TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B 110 Y y� �' m I6" O.G. SPACING 3:12 PITCH (5) Ibd (q) Ibd (13) Ibd EACH LAP WIND SPEED (MPH) 80 33.7 12" O.G. SPACING 4:12 PITCH (3) Ibd (5) Ibd (S) Ibd EACH LAP 3. TABULATED CONNECTION REQUIREMENT5 ARE BASED ON TOTAL UPLIFT MINUS O.6 OF THE ROOF ASSEMBLY DEAD LOAD BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT N ANCHOR BOLT GOMMECTION SUPPORTING 5PAGING (IN.)1.2A,4 I. TABULATED LENGTH REQUIREMENTS ASSUME A BUILDING LOCATED IN 16" O.G. SPACING 4:12 PITCH (4) Ibd (i) Ibd (IO) 16d EACH LAP (0.6X 10 PSF) EXPOSURE B RESISTING z # 12" O.G. SPACING 5:12 PITCH (3) Ibd (4) Ibd (6) Ibd EACH LAP 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE 57RAP SPACING, FOR DIFFERENT RIDGE 1/2" ANCHOR BOLT 2. TABULATED 5HEATHING LENGTHS ARE BASED ON BFT. WALL HEIGHTS. H l) 16' O.G. SPACING 5:12 PITCH (3) Ibd (6) Ibd (b) Ibd EACH LAP STRAP SPACING, MULTIPLY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: 1-3 STORIES FOR OTHER HEIGHTS, H, THE TABULATED SHEATHING LENGTH SHALL BE RIDGE CONNECTION 5PAGIN5, (IN.) 12 16 14.2 24 1 48 72 LATERAL AND SHEAR 30 MULTIPLIED BY H/8. J 12" O.G. 5PAGING 7:12 PITCH (3) Ibd (3) Ibd (5) Ibd EACH LAP IMUL71PLIER 1.00 1.33 1 1.60 2.00 1 4.00 6.00 LOADS 5/8" ANCHOR BOLT ZO 16" O.G. 5PAGIN07:12 PITCH (3) Ibd (4) Ibd (b) Ibd EACH LAP 1-3 STORIES 3. TABULATED LENGHT5 A55UME WALL5 ARE SHEATHED AS SPECIFIED IN 5 WHEN THE TABULATED NUMBER OF NAILS REQUIRED IN EACH END OF THE STRAP IS EQUAL TO I AND THE FRAMING IIS VZ 45 SECTION 3.4.4.2. FOR OTHER SHEATHING MATERIALS THE TABULATED 12" O.G. 5PAGING 4:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP ATTACHED IN ACCORDANCE WITH TABLE 3.1. THE RIDGE STRAP AND ADDITIONAL NAILING 15 NOT REQUIRED. LENGTHS SHALL BE MULTIPLIED BY THE APPROPRIATE SHEATHING TYPE 16" O.G. SPACING 4:12 PITCH (3) 16d (3) Ibd (5) Ibd EACH LAP 1. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 ADJUSTMENT IN TABLE 3.170. > w r o 6. WHEN COLLAR TIE 15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF IOd COMMON NAILS REQUIRED IN EACH END OF p ° 12" O.G. SPACING 12:12 PITCH (3) Ibd (3) Ibd (3) 16d EACH LAP THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d COMMON NAIL`; IN A STEEL STRAP, OR THE NUMBER OF 4. MINUMUM LENGTH OF FULL HEIGHT 5HEATHIN5 SHALL NOT BE LE55 THAN I6 O.G. SPACING 12:12 PITCH (3) Ibd (3) Ibd (4) Ibd EACH LAP 2. WHEN ANCHOR BOLT_ ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR 12d BOX NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABUS ATED NUMBER OF IOd BOX NAILS IN A STEEL THE MINIMUM REQUIRED TO SATISFY THE MAXIMUM SHEAR WALL SEGMENT COLLAR TIE TO RAFTER (FACE-NAILED) SPAN STRAP. LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE T � LE55ER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2G) OR ASPECT RATIO LIMITATION N TABLE 3.170. a�-w o-0 t u -- 12-O (2) 8d LATERAL AND SHEAR LOADS (TABLE 3.28), FOR OTHER ANCHOR BOLT `�°o a�o (2) 8d TABLE 3.8 WINDOW SILL CONNECTION 5. TOTAL ROOF SPAN SHALL NOT EXCEED 36FT. BASED ON 3.1.3.4o. m o d } LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3. �z °w p i M A5 PER AN51/AF$PA WFGM-2001 ENDWALL WIDTHS UP TO 80FT. ARE SHOWN FOR USE WITH THE INSCRIBED z o�z m F11-f-m 20'-0" (3) 8d BUILDING PROVISIONS OD 3.1.3.3c. ' �'�--F z��N m T 0 TREE SECOND GUST 3. TABULATED ANCHOR BOLT 5PAGING FOR LATERAL AND SHEAR LOAD5 ���° p o z UJ 3:12 PITCH 24'-O" (3) 8d PER TIE 110 ° W�s�Q o v 28'-O" (4) 8d WIND SPEED (MPH) ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. o��� w REQUIRED LATERAL CAPACITY OF FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT z Q z°-u n z W V 32'-O" (4) 8d WINDOW SILL SPAN SPACINGS SHALL BE DIVIDED BY THE APPROPRIATE SHEATHING TYPE w z 3 a= °o w° (FT) CONNECTION AT EACH END OF x F d N '°o ro[-� Q 36'-O" (5) 8d ADJU5TMENT FACTOR IN TABLE 3.170, BUT IN NO CASE SHALL ANCHOR BOLT * Q w o E i V �- WINDOW SILL PLATE (1-155.) o u w 11 12'-O" (2) 8d 2 132 5PAGING EXCEED 6 FEET ON-CENTER. d d u T z o I6'-0" (2) 8d d��Q�Q�oJom 4 265 4. FOR THREE SECOND OUST WIND SPEEDS GREATER THAN 110 MPH, WITH A v 20'-O" (2) ad 6 347 TABULATED LATERAL VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, o�'y w~d' �i 4:12 PITCH 24'-O" (3) 8d PER TIE b 524 LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM Q N 0 D (3) 8d TABLE 3S. zNWQ,yg, o 32'-0" (4) 8d 10 661 36'-D" (4) 8d 12 744 F V_w�w d�a 14 426ONQXmwN�p } 12-0 I) ad I6 1058 TABLE 3.20 SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS 161-011 AS PER ANSI/AF$FA WFGM-2001 _°iu z N=13i: Z 20'-O" (2) 8d N�°z m I. TABULATED UPLIFT AND LATERAL GONNEGTI O`1 THREE SECOND GUST LN W o cez�`d w 5:12 PITCH 24'-0" (2) 8d PER TIE 110 d z d d REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED WIND SPEED (MPH) tu 28'-O" (3) ad BY 0.42 FOR FRAMING NOT LOCATED WITHING 8 FEETd N o H O 0 32'-0" (3) 8d OF BUILDING CORNERS. BOTTOM PLATE TO FOUNDATION FOUNDATION MAX. ANCHOR BOLT F*d F (� ANCHOR BOLT GOMMEGTION SUPPORTING SPACING (IN.)'2 61-0 (I) 8d 2. TABULATED FRAMING LOADS ASSUME A BUILDING RE515TINO V v Q v v I6'-0" (2) ad LOCATED IN EXPOSURE B. 1-3 STORIES 8 FT. END ZONES z z z z z 6 20'-0" (2) 8d RAFTER / CEILING JOIST HEEL JOINT CONNECTION (TABLE 34A ANSI/AF&PA WFGM-2000: 34 6:12 PITCH 24 " (2) 8d PER TIE UPLIFT LOADS I. NAILING REQUIREMENT5 SHALL BE PERMITTED TO BE REDUCED 2590 IF NAILS ARE CLINCHED INTERIOR ZONES 215-01.'-O' (2) ba 1-3 5TORIF-5 O 32'-0" (3) ?.1d 2. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE 15 SUPPORTED BY A LOADBEARING WALL, HEADER i 45 36'-0" (3) Fad OR RIDGE BEAM I. PERSGRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 12'-0" (U 8d I6'-0" (2) 8d 3. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD BEARING o 20'-O" (2) 8d WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR PROPORTIONALLY TO THE REDUCTION IN SPAN LOADS, THE MAXIMUM ANCHOR BOLT 5PAGIN5 SHALL NOT EXCEED THE 7:12-12:12 PITCH 24'-0" (2) f5d PER TIE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2G) OR 9 28'-0" (2) Fid 4. EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR CEILING J015T TO CEILING J015T LAP SPLICES LATERAL AND SHEAR LOADS (TABLE 3.2B), FOR OTHER ANCHOR BOLT ' 32'-O" (3) 8c LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3. 36'-0" (3) ed5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING A55EMBLY Q Q Z JU BLOCKING TO RAFTER (TOE-NAILED) (2) 8d EACH END 6. TABULATED HEEL JOINT CONNECTION REQUIREMENT5 A55UME CEILING J015T5 OR RAFTER TIES ARE LOCATED AT THE v < RIM BOARD TO RAFTER (END NAILED) (2) Ibd EACH END BOTTOM OF THE ATTIC, SPACE. WHEN CEILING JOIST OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE u- WALL FRAMING , THE TABULATED HEEL JOINT GONNEGTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: UPLIFT STRAP CONNECTION REQUIREMEN75 = �u CEILING HEIGHT/ HEEL JOINT coNNecrloN (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) (TABLE 3.415) -' TOP PLATE TO TOP PLATE (FACE NAILED) (2) 16d PER FOOT �' �n m ci ROOF RIDGE HEIGHT ADJUSTMENT FACTORS FASTEST MILE WINDSPEED (MPH) FASTEST MILE WINDSPEED (MPH) v Q (� Q TOP PLATE AT INTERSECTIONS (FACE NAILED) (4) Ibd JOINTS - EACH SIDE 1/2 2 FRAMING FRAMING STUD TO STUD (FACE NAILED) (2) Ibd 24" O.G. 1/5 1.5 5PAGING ROOF SPAN (FT.) 110 MPH SPACING ROOF SPAN (FT.) 110 MPH HEADER TO HEADER (FACE NAILED) Ibd 16" O.G. ALONG EDGES 1/4 1 1/5 1.25 (IN.) NAILS IN EA. END OF (IN.) NAILS IN EA. END OF TOP OR BOTTOM PLATE TO STUD WALL HT. 1/6 2 (V Q d1 (END NAILED): 8 (2) 16d 1/lo Ln __ lY4 x20 GAGE STRAP IY4'x20 GAGE STRAP N l0 (3) Ibd 12-O (2) 8d 1:2'-0" (2) 8d 0 p I6'-0" (2) 8d 16'-O" (2) 8d - 12 (4) Ibd PER STUD 12" O.G. 5PAGING 14 (4) Ibd TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENT5 FOR WIND LOADS 201-0" (2) 8d .201-011 (3) 8d 16 (4) Ibd AS PER ANSI/AFBPA WFGM-2001 12 24'-0" (2) 8d Iq•2 24'-0" (3) 8d y IS (4) Ibd STRUCTURAL SHEATHING MAXIMW 28'-0" (2) 8d (3) ad w 20 (4) Ibd RAFTER/TRUSS NAIL SPACING FOR 8d COMMON32'-0" (3) 8d 32'-0" (4) 8d (� 8 (2) Ibd SHEATHING LOCATION 5PAGIN5 NAILS (INCHES, O.G.) 10 (3) Ibd (INCHES, O.G.) 110 MPH ZONE 120 MPH ZONE 12'-0" (2) 8d 12'-0" (3) 8d 12 (4) Ibd E F E F I6'-O" (2) ad I6'-0" (3) 8d PER STUD " (2) 8d 20'-0" (3) 8d tu V 1 Ib" O.G. 5PAGING 14 (4) Ibd 12" O.G. 6 12 6 12 20'-024'-O' (3) 8d 24'-O" (4) 8d 16 (4) Ibd INTERIOR ZONE I6" O.G. 6 12 6 12 16 24 IS (4) Ibd 20 (4) Ibd PERIMETER EDGE ZONE 12" O.G. b 12 6 12" 28'-O" (3) ad 28'-O" (4) 8d 11 , BOTTOM PLATE TO FLOOR JO15T, BANDJO15T, I6" O.G. O. 6 1.2= 6 6 32'-O" (3) 8to d 32'-O" (5) 8d ENDJ015T, OR BLOCKING (FACE NAILED) (2) Ibd PER FOOT GABLE ENDWALL RAKE OR RAKE 7RU55 b° 6° 4 4 tu W/ LOOKOUT BLOCK 561-01. (4) 8d 561-011 (5) 8d FLOOR FRAMING GABLE ENDWALL RAKE OR RAKE TRU55 'I , PER J015T W/0 RAKE OVERHANG 6 6 6 6 U--� J015T TO SILL, TOP PLATE OR GIRDER (TOE MAILED) (4) 8d ..nn BRIDGING TO JOIST (TOE NAILED) (2) 8d EACH END RAFTER/TRUSS V 1 BLOCKING TO JOIST TOE NAILED) (2) 8d EACH END SHEATHING SIZE SPACING MINIMUM NUMBER OF 8d COMMON z 11-11 BL ( BLOCKING TO SILL OR TO TOP PLATE (TOE NAILED) (3) Ibd EACH BLOCK (INCHES, O.G.) NAILS PER SUPPORT LEDGER STRIP TO BEAM (FACE NAILED) (3) Ibd EACH JOIST � O Z � J015T ON LEDGER TO BEAM (TOE NAILED) (3) 8d PER JOIST Ixb OR 1x8 SHEATHING 12-14.2 2 2 (�/ Q F- BAND JOIST TO JOIST (END NAILED) (3) Ibd PER JOIST IXIO OR LARGER +�- g 2 Ibd' PER FOOT 12-14.2 3 3 1�' ' � Q O BAND JOIST TO SILL OR TOP PLATE (TOE NAIll-ED) ( ) SHEATHING LU Z ROOF SHEATHING E = NAIL SPACING AT PANEL EDGES (INCHES) V 1 LU STRUCTURAL PANELS 8d *SEE TABLE 3.10* F = NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (INCHES) O rtV►/ � O � DIAGONAL BOARD 5HEATHING I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INGLUDING 4 FEET ON EACH SIDE OF 1!__ l�. �(� LU I"x6" OR I"x8" (2) 8d PER SUPPORT THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMEN75 SHALL BE USED O I"xIO" OR WIDER (3) 8d PER SUPPORT 2 TABULATED 12 INCH. O.G. NAIL 5PAGING ASSUMES SHEATHING ATTAGHEDTO RAFTER/TRUSS FRAMING MEMBERS (�I CEILING 5HEATHING WITH G > 0.44. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.44, THE NAIL SPACING SHALL BE REDUCED BY b INCH. O.G. n z GYPSUM WALL BAORD 5d COOLERS y -77777T-7" EDGE / 10" FIELD !1- WALL SHEATHING 3. TABULATED 6 INCH. O.G. NAIL SPACING ASSUMES SHEATHING ATTAGHEDTO RAF:TER/TR-1SS FRAMING MEMBERS WITH G > 0.44. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.44, THE NAIL SPACING SHALL BE REDUCED BY 4 INCH. O.G. STRUCTURAL PANELS 8d *SEE TABLE 5.11* FIBERBOARD PANELS 4. TABULATED 4 INCH. O.G. NAIL 5PAGING ASSUMES SHEATHING ATTACHEDTO RAFTER/TRUS5 FRAMING MEMBERS WITH 7/16" 6d° 3" EDGE / b" FIELD G > 0.44. FOR FRAMING MEMBERS WITH G < 0.42 G < 0.44, THE NAIL 5PAGING-• SHALL BE REDUCED 51r` 5 INCH. O.G. � OL UJ 25/32' 8d' 3" EDGE / 6" FIELD75. TABULATED NAIL SPACING A55UME A BUILDING LOCATED IN EXPOSURE B ! z 1I GYPSUM WALL BAORD 56 COOLERS " EDGE / 10" FIELD '�t z V � HARDBOARD 8d *SEE TABLE 5.11* 4 Q • PARTICLEBOARD PANELS 8d *5EE MANUFACTURER* Y T- Z DIAGONAL BOARD 5HEATHING -1 I"x6" OR I"x8" (2) 8d PER SUPPORT 0 Q INTO" OR WIDER (3) 8d PER SUPPORT .+ M1 USE SIMPSON Z-MAX OR 1406 CONNECTORS g:���� () ��r,N c`L TO INCREASE CORROSION R � ESISTANCE -, - PROVIDE HOLD DOWNS AT FOR ALL HARDWARE IN CONNECTION H e H i c T P. c. ALL CORNERS AND BOTH W/ACG LUMBER. }T- 51DES OF OPENINGS b' REAT'ER IN WIDTH WALL STUDS ® I6" O.C. DEGKIN OR 6 TODD O'CONNELL,AIA 1200 Veterans Memorial Highway Suite 120 CONNECTION OF MULTIPLE Hauppauge,NY 11788 DOUBLE 2X STUNOTE: PIECES OF TOP-LOADED BEAMS P(631)650-6666 51MP50N HDU5-SD52. ALL STRAPPING TO BE INSTALLED AS PER MANUFACTURES 13/4Pieces: F("Width Pi631)650-6667-• ' SPECIFICATIONS AND NYS CODE " " C{516)658-0325 HOOKED ANCHOR BOLT • Minimum of 2 rows 16d (3Y2 ) nails at 12 o.c. MIN. 12" PENETRATIO Ib Ga. STRAP TIES MANUFACTURED " " INTO FOUNDATION EX. BOTTOM PLA BY SIMPSON 5TRON6-TIE CONNECTORS • Minimum of 3 rows 16d (3Y2 ) nails at 12 o.c. for 14 and deeper beams i � �,,f :.•;. :. EX. RIM JOIST ODEL No. 0516 OR APPROVED EQUIVALENT. HURRICANE ANCHORS MANUFACTURED BY STRAP TO HAVE MIN. 12" BEARING ON THE STUD Nailed connections require an additional row of SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A ,�- AND WRAP UNDER SILL PLATE AT FOUNDATION. OR APPROVED EQUIVALENT AT EVERY nails when nail size is smaller than specified . . minimum 0131" x 325" ~ ` DECK JOIST EAM TO JOIST CONNECTION BOTH SIDES above " BEA �. POST GAP MANUFACTURED BY SIMP50N (� 3� Width Pieces: 5TRON6-TIE CONNECTORS MODEL No. BG52-2/4 (5C46 a TRIPLE BEAM) EX. SUB FLOOR k • Minimum of 2 rows Y2" bolts at OR APPROVED EQUIVALENT INSTALLED EX. FLOOR JOIST 24" o.c. staggered AS PER MANUFACTURES SPECIFICATIONS 99 x4 ACG COLUMN I `} r^ u Additional nailing or bolting may be N TRON6-TIE 9 - COLUMN BASE MANUFACTURED BY BIMP50 5 MODEL No. OB044-SO52 INSTALLED AS PER MANUFACTURERS r' g y .. � required with side-loaded multiple member -; �--` ;•; ��,� `. 5PEGIFICATION5 OR APPROVED EQUIVALENT ...<.:�_. beams. Refer to current product literature. 12"10 P.CONG. SONOTUBE r•" I 056" BELOW GRADE MIN. ; I I LOCKING AS REQUIRE FOR 5TRAPPING USE SIMPSON Z-MAX OR HD6 CONNECTORS GONG. BLOCK PIER TO INCREASE CORROSION RESISTANCE COLUMN BASE MANUFACTURED BY SIMPSON STRONG-TIE N USE SIMP50N Z-MAX OR HD6 CONNECTORS FOR ALL HARDWARE IN CONNECTION MODEL No. GBQ SERIES- SIZE A5 REQUIRED FOR VARIOUS BEAM WIDTH TO INCREASE CORROSION RESISTANCE W/ACO LUMBER. INSTALLED AS PER MANUFACTURERS Z J FOR ALL HARDWARE IN CONNECTION SPEGIFIGATIONS OR APPROVED EQUIVALENT q. BM GO1�NGT)011 I7T,�1 L \ W/ ACG LUMBER. I I,�I I J 2 SOLD �OY`41�4 DETAIL — 3 SCALE: N.T.S. 0 111 J � •3 SCALE: 3/4" = I'-O" � � IOUNDATI ON STRA FF I NC DETAIL `' z / I 3 50ALE: 5/4" = 1'-0" �Q r o w r NO w J O �wZOIL l- xw°H=p00 F1 JU K IU EX. FINISH FLOOR TO REMAIN- 01-jo Q >- EX. WALL CONSTRUCTION TO REMOVE AND REPLACE z W N Z F° N m REMAIN- MODIFY AS REQUIRED-- DAMAGED F I N 15H FLOOR �VNuw00zm ~ W EX. FINISH FLOOR TO REMAIN- STRIP 2'-0" IN HEIGHT "IN-KIND" A5 REQUIRED o '�' No v fi'OizG STi�, fi��'I NC DETAIL REMOVE ANP REPLACE 51 DI NG ETC. DOWN TO °-K x Z° z EX. SUB-FLOOR TO REMAIN- ��3<N�°Q�°� = p DAMAGED FIN115H FLOOR SHEATHING AROUND PERIMETER REMOVE AND REPLACE o&1 Ij;'_ Q� V �" "IN-KIND" "IN-KIND" QJF-z QwOQF 3 5GALE: 5/4" = 1'-0" IN-KIND A5 REQUIRED TO ALLOW FOR NEW DAMAGED 5UB-FLOOR IN-KIND STRAPPING- CONTINUE SIDING AS REQUIRED Nu wQoQom EX. FLOOR CONSTRUCTION TO EX. SUIS-FLOOR TO REMAIN- PAST BLOCKING TO PIER- o U N Q N w REMAIN AND BE RAISED- REMOVE AND REPLACE NEW R-21 BATT INSULATION PROVIDE NEW FLOORJOIST AMAGED 5UB-FLOOR IN-KIND EX. FLOOR CONSTRUCTION TO '� �w-ww WHERE INDICATED -SEE FLOOR A5 REQUIRED REMAIN AND BE RAISED- 5',r ANCHORS MANUFACTURED u�,, � Q, �, PLAN--\ /t=IRSDT FLOOR FIR FLOOR BY SI MPSON STRONG-TIE CONNECTORS w 5 ° w CANTILEVER AND BLOCK DOWN N"-a= NEW R-21 BATT MODEL o. H2.5A OR APPROVED N°0 o o Z �G�o ,... -- M D L N in Q N o Z m INSULATION WALL TO FLOOR STARPFIN& EQUIVALENT AT EVERY JOIST TO -cTZ W t-o } T O° PLYWOOD THROUGHOUTIOR RGLDG. �✓ HURRICANE ANCHORS CANTILEVER VARIES- GIRDER CONNECTION BOTH SIDES [u tu w Q w `�- MANUFACTURED BY VERIFY BEAM QUANTITY AND SIZE- SEE I NEW 3/4" EXTERIOR GRADE �9 it N Y o° Q FLOOR PLAN I PLYWOOD THROUGHOUT GLC. NEW /EXIST. BEAM-V.I.F.- STRAP BEAM TO 5IMP50N STRONG-TIE CONNECTORS MODEL No. BLOCKING AS REQUIRED BOLTED TO BEAM FLOOR AND PIER A5 REQUIRED WITH__ H23A OR APPROVED TO SECURE FLOOR STRAPPING BEAM NENTO FLBEA WF -AS QSTRAP (RED z z z z z APPROVED STRAPPING m 2"xb" AGQ PLATE EQUIVALENT AT EVERY I I O JO 15T TO OI RDER O WITH APPROVED STRAPPING TERMITE SHIELD II �- TERMITE SHIELD a, f- GONNEGTION BOTH SIDES 16"xl6" G.M.U. PIER I� u — = p tJ- � } - Q L a FILLED 50LID-QUANTITY AND HEIGHT , n y Q 0 d O TO BE DETERMINED IN FIELD i LU ' ' w w l9 BEAM TO PIER ANCHOR :I z O La `p STRAPPING BY 51 MP50N (2)5/8 x l2 HOOKED ANCHOR ,3 } d �/ dl_—. } �t p/ w r 4 A O r.. Q +� O LU BOLT ® b O.G. pr p SEE DETAIL 5/A.3 FOR STRAP DETAIL- P: W V = u- u- z z u- LL jLU o lY z 16"xl6" G.M.U. PIER V z • w FILLED SOLID-QUANTITY AND HEIGHT tILI w m� Q w PROVIDE ICE PROTECTION AS PER P,1052.1.1 WHICH �} TO BE DETERMINED IN FIELD 5 CONSISTS OF AT LEAST 2 LAYERS OF UNDERLAYMENT < < — CEMENTED T06ETHER OR A SELF-ADHERING POLYMER [Q m MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S 1 r. — 12 EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL RADE RADE ' d Q Q O EXIST. LINE OF THE STRUCTURE EXISTING R.R. • Ib" O.G. AND BATT INSULATION _ tn _ i � , < << � � ,�. m EXISTING 1/2" COX PLYWOOD SHEATHING h it h (�' d1 N 6 Q NEW o HURRICANE ANCHORS - MANUFACTURED BY SIMP50N tll I" II II — STRONG-TIE CONNECTORS MODEL No. Z I i I I S Z #4 HOOKED RE-BAR I I I I S #4 HOOKED RE-BAR H2.5A OR APPROVED EQUIVALENT A7 {{ { I I I I # EVERY RAFTER TO PLATE REMOVE EXISTING AND REPLACE WITH NEW ASPHALT 5HINSLE5 TO SELECT m (2)#4 REBAR `r I I " `' m (2)#4 REBAR `'- I I I a 4 OVER 15# BUILDING FELT EACH WAY �y ISI EACH -MIN. 5" GONG. SURROUND O _ -MIN. 5" GONG. SURROUND ` C = _ `n -EXISTING FASCIA ll �O" II 30" II V EXISTING G.J. • Ib" O.G. lur EKI5TIN6 ALUMINUM GUTTERS Z < RA IJ NEW TYVEK HOUSE WRAP W/LEADER II (' NEW 1/2" POLYSTYRENE R1610 INSULATION EXISTING BATT. INSULATION NEW SIDING- MODIFY FOR NEW STRAPPING ,11 12"(0 50NO TUBE (FILLED WITH 12"(1) SONO TUBE FILLED WITH O — Z IL /2" COX PLYWOOD SHEATHING 5,500 PSI CONCRETE W/ 5,500 PSI CONCRETE W/ � Q Q- EX. 2x4 STUDS • Ib" O.G. (4) #5 VERTICAL STEEL v (4) #5 VERTICAL STEEL Q REINFORCING BARS REINFORCING BARS lu Q3: QO Q HELICAL STEEL PILE HELICAL STEEL PILE — LU O p Q w w STi�AFF I NC _ DETAIL EXTERIOR F I ER FOUNDATION DETAIL � � � fi�00� �, I NT�i�l Oil �='I�� �OUND�T I ON L � _ Z n Q O -O" •3 5GALE: 3/4" = I'-0" 3 SCALE: I" = I'-0" t- ui z Q GENERAL NOTES I. ALL HABITABLE ROOMS AND v, J �, NOTE: ALL FASTENERS/ CORRIDORS SHALL BE SUPPLIED WITH I.R�117711�177v"_" HARDWARE FOR INTERAIREE71 FIRE/SMOKE AND CARBON 110L)L) O'CONNELL PRESSURE TREATED P4000 7FE­ MONOXIDE DETECTORS WITH BATTERY A'!C H I r F C T P C. To BE HOT DIPPED OR NOTt: bUILDIN5 MATERIALS U5t:U BELOW GALVANIZED AS PER R519.5 DEVON FLOOD PLAIN SHALL COMPLY WITH REMOVE EX15TINO WOOD BACKUP AS PER NFFA 12 AND N.Y.S. RCNY5 R324.1.77. ALL WOOD, INCLUDING FLOOR STAIR AND PROVIDE NEW BUILDING CODE SEC. R515 TODD O'CONNELL,AIA —24'-45/4" SHEATHING AND STAIRS, SHALL BE E0F;?J-=S5 STAIR, PLATFORM PROVIDE NEW 411 PRESSURE-PRESERVATIVE-TREATED IN 56" HIGH AND HANDRAIL AND 2. ALL ELECTRIC WORK SHALL BE 1200 Veterans Memorial Highway THICK GONG. (-4/ bxb ACCORDANCE WITH ANPA UI FOR THE SPECIES, GUARDRAIL 4 CLEAR GUARDRAIL COMPLY WITH 2. 120 PERFORMED IN STRICT ACCORDANCE Hauppauge,NY 11788 H.H.M) PAD AT END PRODUCT, PRESERVATIVE AND END USE OR BE HANDRAIL P5E6 REGUIREMENT5 AND V�ITH THE LATEST EDITION OF THE N.E.C. THE DECAY-RESISTANT HEARTWOOD OF WITH SPINDLES CONFORM WITH TOWN OF REDWOOD, BLACK LOCUST OR CEDARS. -6666 OF STAIR, FOR 24"X24"X12" 5TRINr7ER SUPPORT- P. CONIC. FTS-. SPACED LF-55 SOUTHOLD CODE SECTION P(631)650 TYP. (TYP) PRESERVATIVES SHALL BE LISTED IN SECTION THAN 25.104-C,2 4. ALL CONDITIONS AND DIMENSIONS F(631)650-16667., 4 OF AWPA Ul. 4" APART TO— C 610.658-032.5. .. WITH NO PILES MATERIALS AND INSTALLATION METHODS USED TO BE VERIFIED IN FIELD 5T' THE x x x x QUIRED AT EXISTING CONC. CODE-TYP. REMOVE EXI!5TINC? 1 SLAB WITH EX. FOR FLOORING AND INTERIOR AND EXTERIOR GENERAL CONTRACTOR AND REPORT PORCH, FOUNDATION THIS DECK ;AV 0 DRAIN TO REMAIN HALLS AND HALL COVERIN65 SHALL EXISTING SHOWER ANY DISCREPANCIES TO ARCHITECT STALL TO REMAIN ON PRIOR TO START OR CONTINUATIONS AND SUPPORTS IN CONFORM TO THE PROVISIONS OF ENTIRETY To, ALLOW FEMA/FIA-TB-2 &RADE- DETACH, FOR NEW EORES5 OF V40R< )AI&B, AC_ STAIR ABOVE ON &R RELOCATE SHOWER BODY CONTROLS AS 5. NO GAL\/. NAILS OR CONNECTORS IN 'I TREADS a 10" X15TINO REOUIRIED TO Vx&" Ar,0 F.J. 0 16" O.C. TOO ACa. LUMBER ARE PERMITTED. ALL c- SH Ao6ommoDATE NOTE CONDITIONS DRAM AND WTEV CONNECTORS AND FASTENERS FOR ArG DWELLING START OF CONSTRUCTION.ARCHITECT 15 ELEVATION LUMBER MUST BE STAINLESS STEEL OR CONNECTED TO HOT PIPPED GALVANIZED 6-1,55. 2"Xb" LED&EP. 0 AS EXISTING ARE TO BE CONFIRMED AT 12" MIN. MAIN EXIST. RIM -JO115T' — TO BE NOTIFIED IMMEDIATELY OF ANY E.M. To DISCREPANCIES WITH J" -PAND 611 1 D� 4" F====1 (b. AS PER N.T .S. CODE SEC. R510 THROUGH BOLT5 2xi (5 2xI A00 0 4 - 4 EX. KINDO� EX. WINDOW EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW -TECO JOISTS TO 12" O.C. STA06ER. HELICAL FILE FOR EMERGENCY EGRESS WITH A LEDGER WITH ri dA 03 x x NOTE. 2 EX. RELOCATE EX. ZINC, COATED x = 1 141 0 13 lu, MINIMUM CLEAR OPENING OF 5.-T 50. I -4ri AL F7. (GRADE FLOOR OPENINGS SHALL 01 -7 PANEL METER TO OR HOT DIPPED 1.0 HELICAL PILES TO BE PLACED ELECT. ELECTRIC, GALVANIZED-TYP. 0 8 Xe Lft x _j MAXIMUM OF &-0" O.C. ALONIS, EXISTINS PROPER HT.- HAVE A MINIMUM -CLEAR OPENING OF -SEE DETAIL �1 y lu FOUNDATION WALL. I VERIFY WITH 5.0 5a. F7.). THE MIN. HT. OF 4/A.6 I x AT ALL FOUNDATION CORNERS/INTERSECTIONS u UTILITY OPENINGS TO BE 24" AND MINIMUM x x x AND SUPPORTS COMPANY fi, N07H 70 BE 20" AND THE BOTTOM UNDER ALL PIER FOOTINGS -�5" # OF OPENINGS NO HIGHER THAN 5' A.F.F. < ;T. I RD E 17- E IST. GIRDER- ViOOr�) POSTS SHALL BE BUILT ..I L ,�T -4. 4'-6Y4 UP WITH (2) 2X4'5 NAILED TOGETHER Vql 1 ='l QUANTITY AND 10d NAILS o a" O.C. UNLESS OTHERWISE n PLACEMENT OF FLOOD 2'-0"-7,x U) RESTORE `3 EX. GONG. PIER TO x VENTS MAY VARY BASED INTERIOR NOTED BE REMOVED IN ri I ON TOWN REQUIREMENTS CONSTRUCTION -0 3f ENTIRETY-V.I.F.- m - 5. ALL FRAMING SHALL COMPLY V417H uo<mj__ (3 AS REQUIRED- In - tu_l�kno 1, TYPICAL YX6 Vmww THE 2001 WOOD FRAME CONSTRUCTION THROUGHOUT PATCH AND NOTE: HELICAL PILES TO MANUAL. ttCOMPACTED REPAIR TO "LIKE < BE ENGINEERED BY NEW" CONDITION- u -T D_ju 0 OTHERS c[. ALL EXTERIOR PORCH/DECK/OPTIONAL TO TYP. cm PROVIDE 6RAVEL Lu 57AIR FRAMING TO BE ACa --<<otu a- -COORDINATE pz, BASE z Lu 0�z O 13 WITH OWNER LUMBER-U.O.N. tXl 13 ALL EX15TINO Up :�z 0)j D fj I MOM"-m PROVIDE NEW 411 1 ol I -w 10. ALL ELECTRIC TO REMAIN AND x THICK CONC. (N/ bxb x EXISTING ELECTRICAL, MODIFIEL-� TO ACCOMMOI�)ATE NEN 00 I Vi 2"X611 F.J. a lb'l O.C. MECHANICAL, ETC. < Lu 0 A.W.M) PAD FOP, CONSTRUCTION. FINAL ELECTRIC TO v THAT INTERFERES NEW SLAB FOR uxi_K<�O�_QNVO X fj PROPANE TANK 1 -67- -1 41'YOKV�-ou 0 1,- NEW CRAIINIL, SPACE WITH NEW WORK TO EX. PROPANE BE DETERMINE IN THE FIELD 0 u _A(uqo� SUPPORT- VERIFY Or r---i A, BE REROUTED, TANK- STRAP OPE MODIFIED, PROPANE TANK FINAL LOCATION IN THROUGHOUT 11. ALL ENOINEEREr7) LUMBER TO BE lu Lu CI, u FIELD 1:U> :t IREMOVED, ETC. AS WITH >- Z FIEGUIRED TO GALVANIZED AD" CLADI�)Er�I AND SEAL AS REaUIRED 0 ::Iyu < po _�WoSknn Ln -1Tg, TO PROTECT AGAINST THE 01018prHo.0 4 —12--1 09 ESTABLISH PROPER LONG x!/4" OLnLLUO HORKIN& DIAMETER WEATHER ENVIRONMENT- U.O.N. NOTE: DOUBLE ALL F.J. ALL NEW DWELLING 67IRDER-S UNDER PARALLEL WALL -ALL DOUBLE-HEAD 0 CONDITION NEW HVAC mi-r,5uBISHI TO BE PARALLAM P5L 2.OE NEW HVAC CONDENSER PARTITIONS ABOVE DAMAGED EXISTING GROUND ANCHOR, i: FOR EXTERIOR USE UNLESS D I - 1, HALL HUNG HEAT AND UNIT ON HALL BRACKET- OTHERWISE NOTED- ALL LD ELECTRICAL HIRES, Y41TH 6" 51NOLE t[N EXISTING x A/C COMPRESSOR UNIT- BOLTED TO HALL x ETC. AND PLUMBING HELIX AUGER AS INSTALL AS PER STUD-INSTALL AS PER EXISTING ORDERS TO 5 cli AND 211XV, F.J. 6 16" O.C. NOTr--: VERIFY ALL BEAM LINES TO BE PER FEMA MANUFACTURES WRITTEN MANUFACTURES WRITTEN z AC0 LUMBER- V.I.F. zo ul SUPPORT LOCATIONS REMOVED AND 671JIDELINES-Y.I.F, 4 REPLACE "IN-KIND" IF INSTRUCTION- INSTRUCTIONS-VERIFY <p <lu REQUIRED BEFORE START OF WORK REPLACE- VERIFY COORDINATE WITH OWNER FINAL LOCATION IN FIELD lu Lu 0 ALL CONDITIONS IN MAKE AND MODEL OF 3: AND COORDINATE WITHlu 00 FIELD NOTE: 0R,4DF_ UNDER UNITS- TYP. OWNER DWELLING TO BE PROVIDE 5/4" L lU EQUAL OR GREATER EXTERIOR 64RAD 0 0 0 0 0 THEN EXTERIOR PLy,,OO. �A Z � z z z z �A 113 GRADE-V.I.F. -RAISE EX. I<, RAFTERS I AS REQUIRED UNDERSIDE OF Z��A\ Px U) THROUGHOUT x X I'-4" n DEMOLITION NOTES: 4'-53/4 '-4" 4'-33/4 '-4" 4'-by b lu NEW HELICAL X I. REMOVE PARTITIONS SHOWN TO BE IST. GIRDER-4V. T. GIRDER- C EX. HIINDOW5 EX. WINDOW PILE- (TYP) lu REMOVED AS NOTED ON DNOS.- SHORE AS cn -7. REO'D AT LOAD BEARING PARTITIONS 2. CONTRACTOR SHALL BE CAREFUL AS TO NEW 161, X1611 clMU PIER RESTORE NOT DAMAGE EXISTING CONSTRUCTION THAT K/5OX5OXI5" P. CONC, CONTRACTOR TO REFER TO INTERIOR REMAIN AND SHALL REPAIR ANY OF THE5rz FOOTING, WITH HEL. PILE I ECR AND DEVON CONSTRUCTION 2 x I PROFESSIONAL SCOPE AS REOUIRED- 0 DAMAGES AS REQUIRED. Z La JU Ix (TYP) LETTER (6100 FORM) REPORT PATCH AND Z . ccl < I FOR ADDITIONAL X > uj REPAIR TO "LIKE 5. CONTRACTOR SHALL RE-ROU7E, RELOCATE OR I INFORMATION ON REPAIR- NEW" CONDITION- REMOVE (A5 REa'D) ALL EXISTING ELECTRICAL, ( '-47 ALLOWANCE FOR DAMAGED u TYR 13 ILI PLUMBING AND HEATING LINES THAT INTERFERE CONSTRUCTION THROUGHOUT FIRST FLOOR WITH NEW CONSTRUCTION. p Q O Z�10 A00 (5) 2xIO A (5) 2xIO A0Q EX. WINDOWS EX. WINDOWS — - 7 7`07 4 !J, E IRS S7ER.TO BE F;7175ED 1��. I RAISE EX15TINC-7 1 RAISED DECK STAIRS 4 GUARD NOTE: I FOUNDATION DECK.- ± 204 I EXISTING LEDGER 5D TO DIMENSION TO SQ.FT.-ALL (TO COMPLY WITH 8311 4 R312) T > > REMAIN- V.I.F.- RAISE -STAIRWAYS SHALL NOT BE LF-55 THAN 56" IN > > WITH DWELLING DIMENSION- DECKING CLEAR WIDTH ABOVE THE PERMITTED Ii & VERIFY INFIELD LINE or- EXISTING lu Lu & MATERIAL, RAISEDo DECK lu lu =1 FRAMING, ETC. TO HANDRAIL HEIGHT AND BELOW THE REQUIRED 1p D EXISTING ACO p REMOVE EXISTING DECK (3 HEADROOM HEIGHT > A5OVE �51:2--xw D.J. a iw arN FOUNDATION AND REMAIN- WITHOUT CHAN&E- DECK -MINIMUM HEADROOM HEIGHT TO BE 6-8," SUPPORTS IN ENTIRETY TO REMAIN IN I I NOTE: PROVIDE SHEAR HALL HOLD DOWN, -MAX. RISER SHALL NOT EXCEED bY4" EXACT CONDITION -MIN. TREAD SHALL NOT BE LESS THAN el" 12NP SONO TUBE FILLED Lu I BETWEEN FOUNDATION AND FIRST FLOOR AND FOOTPRINT SOLID K/5500ps1 I[ bil AS PER SECTION 5.4.4 OF H.F.C.M. 2001 -STAIR PROFILE: NOBINOS SHALL NOT BE LESS CONCRETE MIN. 4�-IO%4" 54 1— ON bR 0±&_11511 THAN 5/4" NOT MORE THAN V4" BELOW CRAVE (TYP) F -I F_ -71 '1 TREADS ® 10" -HANDRAILS SHALL BE PROVIDED ON AT IST. &IRDER.- V.I.F. Er<IST. 65IRDER- V.I.F. 4"X4" ACQ I I i _ .— -1 POST (TYP) LEAST ONE SIDE OF EACH STAIRWAY WITH L _J=v----------C— L TWO OR MORE RISERS. TOP OF HANDRAIL uj fy k) lu X24 X12 SHALL NOT BE LE55 THAN 54" AND NOT P_ C I Co N _i FTG. (TYP) MORE THAN 55". ALL REGUIRED HANDRAILS Z < TH IL 5 AS Ri W _j LINE OF NEW x x I REQUIRED LINE OF NEW SHALL BE CONTINUOUS TO THE FULL LEN5TH E&RESS STA I L(. 0) AI5OVE Ina EGRESS STAIR OF THE FROM DIRECTLY ABOVE THE 1 0 AND HANDRAILTOP RISER OF A FLIGHT TO A POINT rm___qjn TO EXISTIN67 DIRECTLY ABOVE THE LOIIIIIIE5T RISER OF THE z L RAISED DECK FLIGHT. ENDS SHALL BE RETURNED OR SHALL OL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL 11 11 Lu z SHALL HAVE A SPACE OF NOT LESS THAN LV:2 < ol BETWEEN THE WALL AND THE HANDRAIL. 0 HANDRAILS SHALL NOT PROJECT MORE THAN 4'-0" 4Y:2" ON EITHER 51 DE Or THE 5TAIRNAY. 20--45/4" -OUARDS/RAILIN05 ARE REQUIRED FOR ANY SURFACE 50" ABOVE FLOOR OR, GRADE. :24'-43/4"- _&UAR.D5/RAILIN5S5HALL NOT HAVE A OAF OF PA55AOr- OF MORE THAN 4" O.G. -BOTTOM RAIL TO TREADS SHALL NOT HAVE A OAF OF PASSAGE OF MORE THAN (o SPHERE FCUNI�)ATICN PLAN FIRST FLOOR PLAN L- 1 , SCALE: 1/4" I'-C)" SCALE: 1/4" 1'-O" It O Lu Lu z To v 10 MSH To MAIN 12 -7 -4T V T.3 " I L" C L < Z_ a < IL GENERAL NOTES I. ALL HABITABLE ROOMS AND HUD GPD 6fZFEP1 BUILDING RETROFIT C+ CI�15T t " CORRIDORS SHALL BE SUPPLIED WITH h­4Me01,, I NTERW I RED FIRE/SMOKE AND CARBON THE GPD GREEN RETROFIT CHECKLIST PROMOTES ENERGY EFFICIENCY AND GREEN BUILDING PRACTICES FOR I-T O D O O'C O N N L L L RESIDENTIAL RETROFIT PROJECT5.THE CHECKLIST 15 BASED ON THE NSP GREEN 51NGLE FAMILY AND MULTI R C H # r e C T P. C. MONOXIDE DETECTORS WITH BATTERY FAMILY HOU5INO REHABILITATION SPECIFICATIONS DEVELOPED UNDER THE NEIGHBORHOOD STABILIZATION BACKUP AS PER NFPA 72 AND N.Y.S. PROGRAM(NSP).ADDITIONAL DETAILED INFORMATION FOR EACH MEASURE IS PROVIDED IN THE BUILDING CODE SEG. 8313 SPECIFICATIONS. GRANTEES SHOULD FOLLOW THE CHECKLIST IN ITS ENTIRETY AND APPLY ALL MEASURES TODD O'CONNELL,AIA WITHIN THE CHECKLIST TO THE EXTENT APPLICABLE TO THE PARTICULAR BUILDING TYPE BEING RETROFITTED. THE PHRASE "WHEN REPLACING" IN THE CHECKLIST REFERS TO THE MANDATORY REPLACEMENT WITH 1200 Veterans Memorial Highway 2. ALL ELECTRIC, WORK SHALL BE SPECIFIED GREEN IMPROVEMENTS,PRODUCTS,AND FIXTURES ONLY WHEN REPLACING TH05E SYSTEMS DURING Suite 120 - PERFORMED IN STRICT ACCORDANCE THE NORMAL COURSE OF RETROFIT. Hauppauge,NY 71788 WITH THE LATEST EDITION OF THE N.E.G. WATER AND ENERGY CONSERVATION MEASURE9 p(631)650-6666_ s 4. ALL CONDITIONS AND DIMENSIONS ® WATER-GONSERVINGFIXTURES F(631)650-6667 INSTALL OR RETROFIT WATER CONSERVING FIXTURES IN ANY UNIT AND COMMON FACILITY,USE THE C(516)6158-0325 TO BE VERIFIED IN FIELD BY THE FOLLOWING SPECIFICATIONS: •---••• �.... , GENERAL CONTRACTOR AND REPORT TOILETS- 1.28 OFF;URINALS-0.5 OFF;SHOWERHEADS-2.0 GPM;KITCHEN FAUCETS- 2.0 GPM;AND ANY DISCREPANCIES TO ARCHITECT BATHROOM FAUCETS 1.5 GPM, PRIOR TO START OR CONTINUATION ® ENERGY STAR APPLIANCES � OF WORK INSTALL ENERGY STAR-LABELED CLOTHES WASHERS,015HWA5HERS,AND REFRIGERATORS, IF THESE APPLIANCE CATEGORIES ARE PROVIDED IN UNITS OR COMMON AREAS. 5. NO GAL\/. NAILS OR CONNECTORS IN ® AIR SEALING: BUILDING ENVELOPE r SEAL ALL ACCESSIBLE GAPS AND PENETRATIONS IN THE BUILDING ENVELOPE WITH LOI-S-VOG ACQ. LUMBER ARE PERMITTED. ALL CAULK OR FOAM. CONNECTORS AND FASTENERS FOR ACO LUMBER MUST BE STAINLESS STEEL OR Q INSULATION: ATTIC(IF APPLICABLE TO BUILDING TYPE) FOR ATTICS WITH CLOSED FLOOR CAVITIES DIRECTLY ABOVE THE CONDITIONED SPACE,BLOW IN HOT DIPPED GALVANIZED 0-I85. INSULATION PER MANUFACTURERS SPECIFICATIONS TO A MINIMUM DENSITY OF 3.5 LBS.PER OF. FOR ATTICS WITH OPEN FLOOR CAVITIES DIRECTLY ABOVE THE CONDITIONED SPACE, INSTALL F k INSULATION TO MEET OR EXCEED 2009 MOO LEVELS. f, 6. AS PER N.Y.S. CODE SEG. R510 - EACH HABITABLE ROOM SHALL HAVE Q INSULATION FLOORING(IF APPLICABLE TO BUILDING TYPE) AT LEAST ONE OPERABLE WINDOW IN57ALL >R-19 INSULATION IN CONTACT WITH THE 5UB-FLOOR IN BUILDINGS WITH FLOOR SYSTEMS �`'~\ i1 r•i -�Yi FOR EMERGENCY EGRESS WITH A OVER VENTED CRAWL SPACES. INSTALL A 6-MIL VAPOR BARRIER IN CONTACT WITH 100%OF THE MINIMUM CLEAR OPENING OF 5.750. FLOOR OF THE CRAWL SPACE(THE GROUND),OVERLAPPING SEAMS AND PIER5 AT LEAST b INCHES. FT. (GRADE FLOOR OPENINGS SHALL Q DUCT SEALING(IF APPLICABLE TO BUILDING TYPE) HAVE A MINIMUM CLEAR OPENING OF IN BUILDINGS WITH DUCTED FORGED-AIR HEATING AND COOLING SYSTEMS,SEND ALL PENETRATIONS m OF THE AIR DISTRIBUTION 5Y5TEM TO REDUCE LEAKAGE IN ORDER TO MEET OR EXCEED ENERGY �- 5.0 SQ. FT.). THE MIN. HT. OF STAR FOR HOMES DUCT LEAKAGE STANDARD. r OPENIN55 TO BE 24" AND MINIMUM ry u Q AIR BARRIER SYSTEM WIDTH TO BE 20 AND THE BOTTOM z O ENSURE CONTINUOUS UNBROKEN AIR BARRIER SURROUNDING ALL CONDITIONED SPACE AND ----- OF OPENINGS NO HIGHER THAN 3'-P>" DWELLING UNITS. ALIGN INSULATION COMPLETELY AND CONTINUOUSLY WITH THE AIR BARRIER. ------------------------------------------- - < v Q RADIANT BARRIERS: ROOF,NG I - EXISTING ROOF I' -1. ALL WOOD POSTS SHALL BE BUILT WHEN REPLACING OR MAKING A 5UB5TAN71AL REPAIR TO THE ROOF,USE RADIANT BARRIER CONSTRUCTION TO I, SHEATHING OR OTHER RADIANT BARRIER MATERIAL;IF ECONOMICALLY FEASIBLE;AL50 USE COOL Z UP WITH (2) 2X4 S NAILED TOGETHER W/ ROOFING MATERIALS. - REMAIN- MODIFY IOd NAILS ® 8" O.G. UNLESS OTHERWISE AS REQUIRED T II ® WINDOWS U Z ALLOW FOR NF?q NOTED� - _ - 1 WHEN REPLACING WINDOWS, INSTALL GEOGRAPHICALLY APPROPRIATE ENERGY STAR RATED I ROOF STRAPPING- =I WINDows. _.___._.. - .__., I I' I 8. ALL FRAMING SHALL COMPLY WITH w F o STRIP EX. =: - SHIN5LE5 AND II. THE 2001 WOOD FRAME CONSTRUCTION Q SIZING OF HEATING AND COOLING EQUIPMENT t :I WHEN REPLACING,51ZE HEATING AND COOLING EQUIPMENT IN ACCORDANCE WITH THE AIR u!0 V p O REPLACE WITH____.____.__ _ _� MANUAL. �a I E 1 ,I: CONDITIONING CONTRACTORS OF AMERICA(ALGA) MANUALS,PARTS J AND 5,OR ASHRAE N Q I NEW ___... HANDBOOKS. 0. r w 0-_ w --? -i --= - -- --- - --- +-- --, - 1�. ALL EXTERIOR PORCH/DECK/ ` o STAIR FRAMING TO BE ACQ o F 0 0 I Q DOMESTIC HOT WATER SYSTEMS N F Q O oc ut d FZF Vu)Ox In I I i i I I LUMBER-U.O.N. WHEN REPLACING DOMESTIC WATER HEATING 5Y5TEM(e),ENSURE THE SYSTEM(5) MEET OR EXCEED z Lu V THE EFFICIENCY REQUIREMENTS OF ENERGY STAR FOR HOMES REFERENCE DESIGN, INSULATE PIPES r H z 0 it Q BY AT LEAST R-4. U °O z W I I �I ii I I II 10. ALL ELECTRIC TO REMAIN A,D o ' k'` ' w°° _v I 1 z �VulYW MODIFIED TO ACCOMMODATE NEW °- -A z a Yom v Q EFFICIENT LIGHTING: INTERIOR UNITS a,w Q- U Z W v CONSTRUCTION. FINAL ELECTRI G TO FOLLOW THE GUIDANCE FOR THE PROJECT TYPE: INSTALL THE ENERGY STAR ADVANCED LIGHTING *F 3 N N O 0°ujO� O LINE OF WALL I I I PACKAGE (ALP);OR FOLLOW THE ENERGY STAR MFHR PROGRAM: GUIDELINES,WHICH REQUIRE THAT 1u lu z w BE DETERMINE IN THE FIELD 80% OF THE INSTALLED LIGHTING FIXTURES WITHIN UNITS MUST BE ENERGY STAR QUALIFIED OR GO a w Q w O Q F BELOW I ' i �; I II <-A Q>Y 1-T z Q 1 HAVE ENERGY STAR QUALIFIED LAMPS INSTALLED,OR WHEN REPLACING NEW FIXTURES AND 0 I �d I II ; I CEILING FANS MUST MEET OR EXCEED ENERGY STAR EFFICIENCY LEVELS. Q U O W w�0 O} 11. ALL ENGINEERED LUMBER TO BE GLADDED AND SEAL AS REQUIRED Q EFFICIENT LIGHTING: COMMON AREAS AND EMERGENCY LIGHTING(IF APPLICABLE TO BUILDING TYPE) N°4 m F u, TO PROTECT AGAINST THE FOLLOW THE GUIDANCE APPROPRIATE FOR THE BUILDING TYPE: USE ENERGY STAR LABELED FIXTURES Q N O k z Z iu O OR ANY EQUIVALENT HIGH PERFORMANCE LIGHTING FIXTURES AND BULBS IN ALL GCMMON AREAS;OR = w° - - a WEATHER ENVIRONMENT-U.C.N. WHEN REPLACING NEW COMMON SPACE AND EMERGENCY LIGHTING FIXTURES MUST MEET OR EXCEED U U-N r w U ENERGY STAR EFFICIENCY LEVELS. FOR EMERGENCY LIGHTING, IF INSTALLING NEW OR REPLACING I I i fff I ALL EXIST SIGNS SHALL MEET OR EXCEED LED EFFICIENCY LEVELS AND GONFORME TO LOCAL 0 LL V s F ui- wlu CD ~ I I l I I 6UILDING CODE. N V N 0 0 z - , it I I I Z N N Q N W 0 z W EFFICIENT LIGHTING EXTERIOR x V w �2=N p z FOLLOW THE GUIDANCE APPROPRIATE FOR THE PROJECT TYPE: INSTALL ENERGY STAR QUALIFIED ���z�OF N Z�Ul ul i 3 I 1 II: FIXTURE5 OR LEDS WITH A MINIMUM EFFICIENCY OF 45 LUMENS/WATT: OR FOLLOW THE ENERGY STAR °d Q P z Q MFHR PROGRAM GUIDELINES,WHICH REQUIRE THAT 80%OF OUTDOOR LIGHTING FIXTU'Z_5 MUST BE * *F z 0 �/ I I, ENERGY STAR QUALIFIED OR HAVE ENERGY STAR QUALIFIED LAMPS INSTALLED;OR WHEN 1; EX15TINO ROOFI REPLACING INSTALL ENERGY STAR COMPACT FLUORESCENT OR LEDS WITH A MINIMUM EFFICIENCY OF i I CONSTRUCTION TO 45 LUMENS/WATT. �i REMAIN- MODIFY AS REQUIRED TO INDOOR AIR QUALITY Z Z Z Z Z I ALLOW FOR NEW I I 11 Q AIR VENTILATION:SINGLE FAMILY AND MULTIFAMILY(THREE STORIES OR FEWER) ROOF STRAPPING- ;! il, INSTALL AN IN-UNIT VENTILATION SYSTEM THAT 00MPLIE5 WITH ASHRAE 62.2-2010 STRIP EX. , I j I DEMOLITION NOTE5: E SHINGLES AND 1 I II Q AIR VENTILATION: MULTIFAMILY(FOUR STORIES OR MORE) REPLACE WITH ' y! II REMOVE PARTITIONS SHOWN TO BE INSTALL APARTMENT VENTILATION SYSTEMS THAT SATISFY A5HRAE 62.2-2010 AND COMMON AREA A ~ j NEW I! I VENTILATION SYSTEMS THAT SATISFY A5HRAE 62.2-2010. CONSIDER HEAT/ENERGY RECOVERY FOR In I. I: REMOVED AS NOTED ON DWGS.- SHORE AS 100% OF CORRIDOR AIR SUPPLY. [� REQ'D AT LOAD BEARING PARTITIONS m Q COMPOSITE WOOD PRODUCTS THAT EMIT LOW/NO FORMALDEHYDE ppb I I I 2. CONTRACTOR SHALL BE CAREFUL AS TO COMP051TE WOOD PRODUCTS SHOULD BE CERTIFIED COMPLIANT WITH CALIFORNIA 93120. IF USING A u- I COMPOSITE WOOD PRODUCT THAT DOES NOT COMPLY WITH CALIFORNIA 93210,ALL EXPOSED EDGES s; I II NOT DAMAGE EXISTING CONSTRUCTION THAT AND SIDES MUST BE SEALED WITH LOW-NOG SEALANTS. I 1 Ii �, REMAIN AND SHALL REPAIR ANY OF THESE DAMAGES AS REQUIRED. Q ENVIRONMENTALLY PREFERABLE FLOORING Q j I1 NHEN REPLACING FLOORING,U5E ENVIRONMENTALLY PREFERABLE FLOORING, INCLUDING THE FLOOR5GORE CERTIFICATION.ANY CARPET PRODUCTS USED MUST MEET THE CARPET AND RUG p�[j Q Q 1 1� 3. CONTRACTOR SHALL RE-ROUTE, RELOCATE OR INSTITUTES GREEN LABEL OR GREEN LABEL PLUS CERTIFICATION FOR CARPET,PAD,AND CARPET m z W ! It E I I REMOVE (AS REQ D) ALL EXISTING ELECTRICAL } Ia � ADHESIVES. V 0) I PLUMBING AND HEATING LINES THAT INTERFERE Q LOKNO VOG PAINTS AND PRIMERS } I WITH NEW CONSTRUCTION. ALL INTERIOR PAINTS AND PRIMERS MUST BE LESS THEN OR EQUAL TO THE FOLLOWING VOG LEVELS: FLATS -50 43/L;NON-FLATS-5043/L;FLOOR-43/L. T fn N Q LOW/NO VOG ADHESIVES AND 5EALANT5 ALL ADHESIVES MUST COMPLY WITH RULE 1168 OF THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT.ALL CAULKS AND SEALANTS MUST COMPLY WITH REGULATION 8,RULE 51,OF THE BAY AREA (n _ 1 EXISTING ROOF I QUALITY MANAGEMENT DISTRICT., - ---CONSTRUCTION TO N dJ N O N d I I REMAIN- MODIFY I ❑CLOTHES DRYER EXHAUST � .�. 1 1 Q - AS REQUIRED TO _ I VENT CLOTHES DRYo ERS DIRECTLY TO THE OUTDOORS USING RIGID TYPE DUCT WORK. m O f _ ___- _. ALLOW FOR NEW._ COMBUSTION EQUIPMENT _ _ ...._._ROOF STRAPPING- it O M # WHEN INSTALLING NEW SPACE AND WATER HEATING EQUIPMENT,SPECIFY POWER-VENTED OR DIRECT STRIP EX. s !I ---- - --- SHINGLES AND - VENT COMBUSTION EQUIPMENT. > i REPLACE WITH__ _ ---• I Q MOLD PREVENTION: WATER HEATERS I NEW I PROVIDE ADEQUATE DRAINAGE FOR WATER HEATERS THAT INCLUDES DRAINS OR CATCH PANS WITH ------- ___._. I DRAINS PIPED TO THE EXTERIOR OF THE DWELLING. L ------------------------------------------------- �1 MOLD PREVENTION: SURFACES ------ .___.. _. WHEN REPLACING OR REPAIRING BATHROOMS,KITCHENS,AND LAUNDRY ROOMS,USE MATERIALS THAT Lu HAVE DURABLE,GLEANABLE SURFACES. r(� MOLD PREVENTION: TUB AND SHOWER ENCLOSURES WHEN REPLACING OR REPAIRING TUB AND/OR SHOWER ENCLOSURES. USE NON-PAPER-FACED BACKING lu MATERIALS SUCH AS GEMENT BOARD,FIBER GEMENT BOARD;OR EQUIVALENT IN BATHROOMS. ` Z — ® INTEGRATED PEST MANAGEMENT 7 < F SEAL ALL WALL,FLOOR,AND JOINT PENETRATIONS WITH LOW-VOC CAULKING OR OTHER �,1+`'+-�,t —;1 APPROPRIATE SEALING METHODS TO PREVENT PEST ENTRY. V/ ® LEAD-SAFE WORK PRACTICES y FOR PROPERTIES BUILT BEFORE 19't8,USE LEAD-SAFE WORK PRACTICES CONSISTENT KITH THE EPA's O ,n •—� RENOVATION,REPAIR,AND PAINTING REGULATION AND APPLICABLE HUD REQUIREMENTS,, ® RADON TESTING(IF APPLICABLE BASED ON BUILDING LOCATION) DL Q FOR BUILDINGS LOCATED IN EPA ZONE 1 OR 2,PERFORM RADON TESTING.FOR 13UILDINC55 WITH 0 LEVELS OF RADON GREATER THAN 4pCI/L, IMPLEMENT EPA'S RECOMMENDED RESIDENTI AL RADON MITIGATION STANDARD OF PRACTICE. -/- y- Q MOLD REMEDIATION (1 < INSPECT THE INTERIOR AND EXTERIOR OF THE BUILDING FOR EVIDENCE OF MOISTURE PROBLEMS. Q DOCUMENT THE EXTENT AND LOCATION OF THE PROBLEMS AND IMPLEMENT THE PROPOSED REPAIRS v, OL ROOFPLAN—' EX I✓G�T I 1�I I/�O NO NORI `< HOME ENERGY UPGRADES.ACCORDING TO THE MOISTURE SECTION OF THE EPA HEALTHY INDOOR ENVIRONMENT PROTOCOLS FOR � 5GALE: 1/4" = 1'-0" O p� z Q Lu w t- m r z A ED Z NOTE: BUILDING MATERIALS USED BELOW THE DESIGN FLOOD PLAIN SHALL COMPLY WITH ROWS R324.1.77. ALL WOOD, INCLUDING FLOOR SHEATHING AND STAIRS, SHALL BE Res PRESSURE-PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA UI FOR THE 5PEGIE5, PRODUCT, $R PRESERVATIVE AND END USE OR BE THE DECAY-RES15TANT HEARTWOOD OF REDWOOD, BLACK NOTE-RAISE EXISTING LOCUST OR CEDARS. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA UI. $ ' ° DECK- ± 204 50.FT:ALL EXISTING DECKING MATERIALS AND INSTALLATION METHODS USED FOR FLOORING AND INTERIOR AND EXTERIOR ' i O u u O'c O N N t L L WALLS AND WALL COVERINGS SHALL CONFORM TO THE PROVISIONS OF FEMA/FIA-TB-2 A a t H ` ` r P MATERIAL, FRAMING, ETC. TO REMAIN- WITHOUT EXISTING ROOF CHANGE- DECK TO REMAIN IN EXACT CONDITION CONSTRUCTION TO AND FOOTPRINT REMAIN- MODIFY A5 TODDl)'CCINRdELL,AdA 1200 Veterans Memorial Highway RIDGE HEIGHT REQUIRED TO ALLOW _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - - _ ELEV. ±24.0' FOR NEW ROOF - ___ _..__._._..._ ._.- -_-._--_-..____._....... ........ Hauppauge.Suite 120 78 STRAPPING- STRIP EX. ___.____�________._-_ ___..__= �• �-_ - - - -_ -- - - - - - _ - - SHINGLESAND _ _ _..._.____.__.. _____._._. ._ _._.__._..-._.._.____._.. .... __. __._._...._ .. . ._ REPLACE WITH NEW - _._- _ __.._.__ ._._1 _.,_... EXISTING ROOF._.__...____._.___._.._____.._..�........__._._......._____._ ._..._._,_I ..___ P(631)650-6666 . I CONSTRUCTION TO-._ __._._____._____.._..____... _..I _ ___..__...I ..._.. ' F(631)650-6667 •• REMAIN- MODIFY A5 .__ ._ .,.. ..-.._..._ p REQUIRED TO ALLOW ::_: ._::- :• w-- .i_.:_ , C(516)65&0325_,._,,.., W I FOR NEW ROOF I") U _ STRAPPING- STRIP EX. NOTE:RAI5E EXISTING SHINGLES AND EXISTING DECK- ± 204 50.F7-ALL EXISTING DECKING _.,ue•.�®«:F,s:...s,:__....' «uaa-a_.m..,».__... »ry•a...,,ra,_._......_-_se...�6__.II.v- -. .t ,IpP�t�'.s.e,,,f..:..l et,a:`..CM»t!„ ,•;S.•.:,w., REPLACE WITH NEW I ” REMOVE EX. DECK. lY MATERIAL, FRAMING, ETC. TO REMAIN- WITHOUT .-_ z _.-______. __ - CHANGE- DECK TO REMAIN IN EXACT CONDITION CONSTRUCTION _.______ _.. . . .. - AND Q O AS REQUIRED m �__._.. AND FOOTPRINT Frv�M1 ` 0 GUARDRAIL ~ 4'4 �) TO ALLOW i O p O 'i /r ; j"r ✓,� '®O/ '✓ % //''i '%/ J'�/' ',�i�,' .'! '' /°"/ i'�'� /° f ff "^`�"T'�c��'c��� FOR NEW i - X DOOR O EXI5TING DECK AND ' ' /- ` '` J° / " J•� r'r J c t STRAPPING- D J/ / RAISED O f J r J/ '• %`" i %f°` /J`O; - = O GUARDRAIL TO BE RAISED ____... _. _. !; .E_ % ` ✓.. r /.., `� ,' d�r'�J f %.!.__. ... .../_s' � �'/ f , PATCH AND ,° _.. . . _ ... . ..._.. _. _.._........ _.._,._ s... REMOVE EX. !IL REPAIR TO CONSTRUCTION Z NEW HANDRAIL 1 MATCH TO MATCH EXISTING SHOWER STALL r AS REQUIRED p § TO REMAIN ON GRADE- 1 - - TO ALLOW 0 N EXI5TING '. DETACH, MODIFY AND O ILIEX. DOWS EX. WI OWS FOP, NEN STRAPPNG- p Q EX. I OWS WINDO WINDO RELOCATE SHOWER PATCH AND REQUIRED TO LS AS _ ;=,., :'• NEW RAISED FLOOR _ --- REPAIR TO I ACCOMMODATE ELEV. 9.I' u MATCH f: �; / ✓ �F DWELLING ELEVATION r,s f�✓,r,� ,/ /r f .. .�, � �� � if/• ,`. �J:�✓ .� , � / sr p-� ; �j l r} ,_ _ _ — f ° / ,, � f r ✓ /•.;' / :•/^',' d %', ;.. J � •, 'J•,. f,r `ef r .r°° .''�,•- ''t �s° i' 777 i'9 �' 'r '' '' 177;/z% ° �'l/ FEMA DESIGN BASE FLOOD % ELEV. 6.1' __ Ci 4x=—C �C- FIRST F1•(>OR _ _ _ _ _ w= _ _ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV. 6.1' - _ - -- - - _ - _ - - - - - EX. LEDGER Q >. GONG. CMU PIERS TO REMAIN- H - FEMA BASE FLOOD _ _F V.I.F. ELEV. 6.0' _ _ _ _ — - - - - - - 21 - - EL. 5,5' EL. 3.6' NEW HVAC CONDENSER UNIT ON O NEW EGRESS REMOVE EX. CONSTRUCTION V STAIR AND NEW EGRESS WALL BRACKET- BOLTED TO Z AVERAGE NATURAL GRADE NEW WD. P05T ON PIER STAIR TO NEW WD. P05T OWN PIER AS REQUIRE TO ALLOW FOR WALL STUD-INSTALL AS PER ELEV. 3.4"15' - HANDRAIL TO EXISTING FOUNDATION EXISTING FOUNDATION NEW STRAPPING- PATCH MANUFACTURES WRITTEN GONG. CMU PIERS F RA15ED DECK i w * o RAISED DECK AND REPAIR TO MATCH INSTRUCTIONS-VERIFY FINAL N_AVD 1988 - - - - - - — - - - - - - - - - - - - - —L aATION N FIELP�NCZ ELEV. O.O'- - - - - - - - - COORDINATE WITH OWNER F N ul poo w�to iv z l d wca zw0 jz�FILI- tuN �x3KiNOOwOiti W 0 p�W*QQw��' V F- QJf"'QRF-IzQO �VN��no�0-Io� REARELEVATION- SOUT�t ;31 PE ELEVATION-I Oil- EAST Fa��NpuNUI�\l 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" $N o o z z -Flu idwv ( ui�N~o��o uF0 }- 0 z z������aiw0 m YOU VxLnxb2:� ck<1::,<tu til w?QN J �z s �Q �Nao ��-QQ� nOQHOV Q Z z Z Z z m NOTE: BUILDING MATERIALS USED BELOW THE DESIGN FLOOD PLAIN SHALL COMPLY WITH RGNYS R324.1,'1. ALL WOOD, INCLUDING FLOOR SHEATHING AND STAIRS, SHALL BE O PRE55URE-PRE5ERVA'rIVE-TREATED IN ACCORDANCE WITH AWPA UI FOR THE SPECIES, PRODUCT, ca PRESERVATIVE AND END USE OR BE THE DECAY-RESISTANT HEARTWOOD OF REDWOOD, BLACK LOCUST OR CEDARS. PRE5ERVATIVE5 SHALL BE L15TED IN SECTION 4 OF AWPA Ul. MATERIALS AND INSTALLATION METHODS USED FOR FLOORING AND INTERIOR AND EXTERIOR m WALLS AND WALL COVERINGS SHALL CONFORM TO THE PROVISIONS OF FEMA/FIA-TB-2 EXISTING ROOF CONSTRUCTION TO REMAIN- MODIFY AS - - - _ - - - - - - - - - - - - - - o RIDGE HEIGHT To ALLON ELEV. ±24.0' FOR NEW ROOF _ ........ ._.._ . .____.. _.__.--.--____-•. ._____ ..,._....._...._.._..____.. ... :_ - ____. - STRAPPIN� STRIP F& lu SHINGLES AND - L _ -_ _ _ �- REPLAGE WITH NEW RELOCATE ELECTRICAL METER 1 EXISTING I I J to TO 2'-0" ABOVE BASE FLOOD -I.. _._..__.._.._____ _ _.___. _______._. CONSTRUCTION TO-_. ...__ _ ___.r._.__ �u Q 0 > EXISTING FLUE TO ELEVATION-INSTALL AS PER REMOVE EXISTING WOOD - -r _ - --- -- -' - -W- •-•------ ___.. __- __.___.._ REMAIN- MODIFY A5 --- - ---° --- I - NOTE:RAISE EXISTING _ REMAIN UTILITY COMPANY lu ItJ STAIR AND PROVIDE NEW l - - ____.-..;.- . REQUIRED TO ALLOW .__._. _ _ .1w ... DECK- ± 204 SQ.FT.-ALL EXISTING DECKING I W I EXISTING FLUEMATERIAL, m N SPECIFICATIONS p EGRESS STAIR, PLATFORM FOR NEW ROOF I - - REMAIN '-" ��'m� -' ' STRAPPING- STRIP EX.---__�#- "� "����" FRAMIN TG. MAIN- WITHOWT Q � Q p O REMOVE EX. CONSTRUCTION OC w AND HANDRAIL AND �.. -,. ,,.- „ ..- .-, „,. w�..- . �.� CHANGE- DECK TO REMAIN N EXACT CONDITION AS REQUIRE TO ALLOW FOR O GUARDRAIL COMPLY WITH _ SHINGLES AND AND FOOTPRINT ok- PSEG REQUIREMENTS AND I- 1 REPLACE WITH NEW .I___ NEW STRAPPING- PATCH IX CONSTRUCTION - PAIR TO MATCH -�m-:m -- u m _ :- a- z CONFORM WITH TOWN OF _.__...__. __.. _ ..._.__._._. - - - - AND RE M :. _ I « Lu _ _ ._ - SOUTHOLD CODE SECTION R tY 0 -� -._.-_..._______. ....__ AS REQUIRE TO ALLOW FOR N ry Q lL 28.104-02 , , ,., , r . J J / / <; / NEW STRAPPING- PATCH ' (] EXISTING SHOWER STALL =� p / `'�� '� ° f,' r' / ,' AND REPAIR TO MATCH TO REMAIN ON GRADE- 36" HIGH / f X. 000 NEW EGRESS ,/' ✓ ' / if rf DETACH, MODIFY AND 0 '/ �'` � r�/'r fir; HANDRAIL - O O STAIR TO NEW ... �' -_... _.G '"`.�� ..._...._ .,`f'` . �/.'`.f�°s'.f✓ _.^. '�'... �'`�' _ . _. .. _. ____._.. • _ ...... ..... .. __.. .._. _- ✓ ✓�,�' - RELOCATE SHOWER J,J � i' ! .��W ._ __. _ . _._ WITH SPINDLES IL �� DECK BODY CONTROLS AS _ "" SPACED LESS z l4 3b" HIGH NEW HANDRAIL WI W O N HANDRAIL . WINDO REQUIRED TO THAN O TO MATCH ACCOMMODATE 4 APART TO � N WITH SPINDLESL EXISTING O DWELLING ELEVATION WINDO O CODE-TYP. p 4 SPACED LESS E OW EX. I DO'r� EX W DOW N RELOCATE EX. f THAN RELOCATE EX. NEW RAISED FLOOR _ ROOF FOR 4" APART TO ROOF FOR, CODE- TANKS Lu ELEV. 9.I' TANKS _ _ _ __ lL - f f ./'-` _. - -r.•. ..° �.. ,•-•7- f y-/7/ f °7/!+ °'r� �•-/' .''j- `Jv/ ��JJ' p"�'�'J�j"' �,,. _i✓'T�Jr�/- •-- f,.f� r�._.,_ - ,_^.'-/-/ �/f..-9 J,r_- -7'Y�•- ^j'.•%;. T /s",/ ✓'!l" // °` / I-s�.. J f •' 'O./ f✓ °/ /' f �✓ s°°'s' •�- �, J %f °m//`✓rr'' / _ /r •/1 ,./�; :+'1i's .:�,,//',. _ /f ! /s//�� / % % _ _ _ •_ _ T ''A / °'..,i ' _ J r J /; ,/J' /�d' .r — �` ,i/ �%J,ff%�,�/ '��r,';' ' _ %s°,i/'j%i�,r``°'/,/"/!'!�''/�,%'./J�%',.;� J,''%� .r'— ',%%/�'° s'�✓/j`,/.,r';./',''�,,•�f`. ,%./s�°'.✓`//`F/�//.�°✓",J�J' f,;,!� �J,,/�'/o'°f'v i�<�'�l%f/ ''� f",'i`,%; FEMA DESIGN BASE FLOOD O J �' _ / _ 'L' — — — — r- "-+'-'r r--*-�-+ r!—r--w-- ° rrJ' - J� f�=•�-,--r�' = ,-=,=-rT -,-----✓-r ,.....,=,r- .T- .-. ..._.� .=T--= r- =•-, � - - - - - - - ,,.-' VY ELEV. by — ' l� V Z -'• Lu NEW SLAB FOR tiN EX. FIRSTFWng— _ - — � _ - - - - - - - - - - - - - - - - 1U -i t= ELEV. 6.1' TANKS EX. LEDGER_IV r' r TO REMAIN- ! 1 Z V.I.F. FEMA BASE FLOOD - Z (� O -0 ELEV. 6.0 - - - - - �' EL. - - - EL. 55' - - - - - - '� � Q EL. 3S 1 EL. 3.3 SECURE PROPANE TANK WITH i 1 �OAL CURE PROPANE TANK WITH Q _AVERAGE_NATURAL _GRADE _ NEW EORE55 1 / GALVANIZED 48" LONG xsl4" NEW SLAB FOR I IVANIZED 48" LONG x�/4" �- ELEV. 3.4'15' NEW WD• POST ON PIER• GONG. GMU PIERS 1 /O0 DIAMETER DOUBLE-HEAD PROPANE I I DIAMETER DOUBLE-HEAD O FOUNDATION STAIR TO NEW NEW WD. PO:aT ON PIER NEW WD. POST ON PIER Q DECK x GROUND ANCHOR WITH 6" TANKS GROUND ANCHOR WITH b" GONG. GMU PIERS 'I , U1 SINGLE HELIX AUGER FOUNDATION SINGLE HELIX AUGER FOUNDATION _ ` Z NAVD M58, - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - V 1 v Z - ELEV. 0.0' O 0 � � } OL O �,C W z FRONT ELEVATION- NORTH SIDE ELEVATION- NEST Q Q L>< Lu 50ALE: 1/4" = 1'—O" 5GALE: 1/4" = 1'-0" O Y r Q z_ 0 O a TODD 0`i.UNNLtL k F C H 1 1 E C T N L.. TODD O`CONNELL,AEA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 ' p(631)650-6666 F(631)650-6667'• RIDGE HEIGHT �. NOTE: BUILDING MATERIALS USED BELOW THE NEW BEAM-SEE FLOOR PLAN C(516)658-0325 ELEV. 124.0' DESIGN FLOOD PLAIN SHALL COMPLY WITH RCNYS R324.:.'1. ALL WOOD, INCLUDING FLOOR SHEATHING AND STAIRS, SHALL BEd(w PRE55URE-PPXz5ERVATI VE-TREATED IN ACCORDANCE WITH AWPA UI FOR THE SPECIES, EX. PITCH PRODUCT, PRESERVATIVE AND END USE OR BE EX. ROOF - V.I.F. Q THE DECAY-RE515TANT HEARTWOOD OF FLOOR/DECK JOISTS ,t CONSTRUCTION TO REDWOOD, BLACK LOCUST OR CEDARS. TO BE CONNECTED TO NEW REMAIN-NO CHNA&E PRESERVATIVE5 Sf-�ALL BE L15TED IN SECTION BEAM BY 51MP50N O p 4 OF AWPA UI. STRONG-TIE (LUS SERIES) SIZE MATERIALS AND INSTALLATION METHODS USED AS REQUIRED OR Z FOR FLOORING AND INTERIOR AND EXTERIOR APPROVED EQUAL h' In REMOVE EX. �t WALLS AND WALL C.OVERI N65 SHALL EX. CEILING \ Q , NEW FLOOR/DECK JOISTS O CONFORM TO THE PROVISIONS OF , i CONSTRUCTION TO GONSTRUGTION O 0t EX. WALL �t AS REQUIRED ,- 0 FEMA/FIA-TB-2 CONSTRUCTION TO REMAIN-ND GHNA6E O - TO ALLOW �_ O a r -•< ,;- REMAIN-MODIFY AS FOR NEW - EX. FINISH FLOOR EX. SUB-FLOOR TO EX. FLOOR W NOTE: VERIFY ALL. BEAM REQUIRED TO 5TRAPPING- z IV SUPPORT LOG/.TIONS ALLOW FOR NEW TO REMAIN- REMAIN- REMOVE : CONSTRUCTION TO PATCH AND l� CONSTRUCTION N REMOVE AND AND REPLACE REMAIN AND BE O BEFORE START OF WORK REPLACE DAMAGED REPAIR TO w ry w O, 3 DAMAGED FIN15H SUB-FLOOR RAISED- PROVIDE MATCH-SIDING 0 > tt FLOOR "IN-KIND" "IN-KIND" AS yNyEH p�Gp� p TO EXTEND d ALL EXISTING PLUMBING, � AS REQUIRED REQUIRED -SEE FLOOR PLAN PAST � ELECTRICAL, MECHANICAL, N NEW RAISED FLOOR BLOCKING ETC. THAT 15 DAMAGED O ELEV. clY r NEW R-21 BATT TO PIER !L AND/OR INTERFERES WITH -0 \ \ INSULATION \ NEW WORK TO BE - - - - - - - - REROUTED, MODIFIED, I aF-AM TO JOIST STRAFF I NO d FEMA DES16N BASE FLOG _ _ _ _ _ _ _ _ _ _ _ REMOVED, ETC. AS (O ELEEXIST. BEAM-V.I.F.- REQUIRED TO ESTABLISH V. 8.1 SCALE: 3/4" NEW SEAM-5EE PROPER WORKING FLR. PLAN I LUMBER TO BE -� L BLOCKING A5 CONDITION- VERIFY ALL A00-PROVIDE NEW ,\ REQUIRED BOLTED CONDITIONS IN FIELD ELEV. 6.1' � - Ta BEAFI""fQ - v Z NEW /4 EXTERIOR SECURE FLOOR _ GRADE PLYWOOD5TRAPPIN cn r 6 o a FEMA BASE FLOOD - THROUGHOUT CLO. I I I Ef I CONTRACTOR TO REFER TO °J x�,% o LEV. 6.0' ., _ ECR AND DESIGN EL. 3S' PROFESSIONAL SCOPE Q F +. COMPACTED L swo-= I6 xlb G.M.U. PIER LETTER (6100 FORM) REPORT w F ow w� AVERAGE NATURAL &RADE FILLED SOLID ( I GRADE I I ELEV. 3.4'15' OPTIONAL TO POURED GONG. PIER FOR ADDITICNAL ` r PROVIDE &RAVEL FOOTING WITH INFORMATION ON REPAIR- o m I I I BASE COORDINATE ~.J{a HELICAL PILE ALLOWANCE FOR DAMAGED m WITH OWNER I I CONSTRUCTION THROUGHOUT z w v z u F o N NAVD 10155_ _ _ _ _ _ _ - w _ �wWwQO~m� W tu ELEV. 0.0' — — — — I I I I FIRST FLOOR p m ► u oQza��z W o ow0 T 1 I T��-u=ilNo -zwmQw � rJ 7 1 ALLNEW OWELLINE 61RDER5 w pp o z�QwO°� TO BE PARALL.AM PSL 2.OE FOR EX R O,-� SPINDAL5 TO BE MAX. 5 OF 4 O.G. _- OTHERWISE Nc:.)TED- ALL Q u� �n IL ° F z 0 NOTE: INTERIOR GRADE TO BE EXISTING GIR%ERS TOB a < m o a NOTE: HELICAL PILES ?�T EQUAL OR GREATER AGQ LUMBER-- V.I.F. AND ALL SUPPORTS. THEN EXTERIOR GRADE-V.I.F. REPLACE "IN-I,.IND" IF _ po �w-wwwQ a WM�po LD REQUIRED m EXIST'& WALL GONSTRUGTION tu N o s o w ft,Ti_ MODIFIED- V.I.F. N~N�p Z m u-,o 00 z70U wx0T_x0� m Q��z< � EXIST'6 F.J. O I6 O.C.- V.I.F. y SECTION A s/a, " xb ACO = DEGKIN& AS SELECTED- _ &GALE: 1/4" = 1'-0" COORDINATE WITH OWNER AGQ DECK JOIST m Ib" O.G. m -SEE FLOOR PLAN z z z z z / — MULTIPLE AGQ 2x &IRDER DEGKIN6 \ BOLTED- A5 SHOWN ON FLOOR WASHERS TO CREATE PLANS AIR SPACE BETWEEN _ o %"4P 6ALV. STL. BOLTS VEC JOISTS- SEE FLOOR PLAN TECIO I LEDGER-SEE FLOOR PLAN- EXISTIN6/NEW 9 4x4 AGQ POST ALUMINUM FLASHING �p NEW DECORATIVE P05T ::AF A5 p� SELECTED I NEW GIRDER U_ ol VARIE5-±4'-O" MAX. OPTIONAL SKIRT TO NO 6ALV. NAILS OR N BE SELECTED- CONNECTORS IN ACG. n COORDINATE WITH OWNER LUMBER ARE PERMITTED. Q NEV4 SPINDLES AS SELECTED ( FOR LOCATIONS AS ALL CONNECTORS AND N DESIRED FASTENERS FOR ACG Q (� 4:: LSAINLESS STEEL ORUMBER MUST BE LU CLEAR MAX. NEW GUARDRAIL A5 SELECTED BY I DIPPED GALVANIZED HOT U_ y OWNER,I a I 6-185. z 000e� o o o a EE DETAIL I/A.3 FOR 4 DGfG � DOfi� �' `� ' 04 HOOKED 16 STRAP DETAIL N N Q ry Q RE-BAR a' a 12"0 SONO TUBE FILLED SOLI' 1 W/3500ps1 P. GONG. _ a II d)1 I. 24"x24"x12" DEEP 3500psi P. GONG. FOOTING o MIN 36" w p 4X4 P05T m 1 4 BELOW GRADE (X ' ANCHORED TO SPANDREL, BEAM ! m (OUTSIDE) WITH (2) 5/8" DAM 5TAINL-E5,:) STEEL a 11 . THRU BOLTS 1�I a lu NEW DEGKIN6 AS SEL.E0717Z) I� V Z — d o N a 3500 P51 CONCRETE W/ 'I a 12"0 50NO TUBE FILLED WITH O z 111 U a (4) " VERTICAL STEEL 3: LU CIL lY REINFORGIN6 BARS ` LULU Q z y 5/8" DIM. - NEW 5PANDRAL BEAM U Q 01 � o STAINLESS STEEL Q IL BOLTS 0 16" O.G. LOCA TIOPILE O O 111 VARIES- SEE LU = FLOOR PLAN Z \, lU GRADE HELICAL STEEL FILE O V_ z O 2 O UARDRA I L DETAIL �. W W 6 SCALE: 1" = 1'-0" d r PECK FOUNEDAT I CN � Q §1808 _ PIER AND PILE FOUNDATIONS §1808.2. 6 Structural integrity. Piers or 1. The proposed individual pile uplift §1808.2.14 Installation sequence. Piles §1808.2.23.1.1 Connection to pile cap. M�►GLE�N DIXIE, CHANCE OR EQUAL p g p q Concrete Iles and concrete-filled steel r' Iles shall be installed in such a working load times the number of Iles shall be installed in such sequence as P to avoid compacting the surrounding soil Pipe piles shall be connected to the r„ HELICAL PILE SPEGIEIGA�TIOVS §1808.1 Definitions. The following words manner and sequence as to prevent in the group. P g g lk and terms shall, for the purposes of distortion or damage to piles being to the extent that other piles cannot pile cap by embedding the pile ,_ ALL PILES SHALL BE PATENTED HELICAL PILES AND APPURTENANCES AS MANUFACTURED BY MAGLEAN DIXIE AND FURNISHED this section, have the meanings shown installed or already in place to the 2 . Two-thirds of the effective weight of be installed properly, and to prevent riforcement or field-placed dowes , EXCLUSIVELY BY PREMIUM TECHNICAL SERVICES (I-800-282-7453). ALL HELICAL PILES ARE TO BE INSTALLED BY A FACTORY herein. extent that such distortion or damage the Ile group and the soil contained ground movements that are capable of anchored i the concrete pile the �;.A R C I c:or,Nt:LL g P g P He HO'C C T r. C. CERTIFIED INSTALLER, OTHERWISE A CERTIFIED TECHNICIAN FROM PREMIUM TECHNICAL SERVICES MUST BE ON SITE AT ALL TIMES TO affects the structural integrity of the within a block defined by the perimeter damaging adjacent structures . pile cap for a distance equal to the WITNESS PILE INSTALLATION. ALL HELICAL PILES MUST BE IGC APPROVED. FLEXURAL LENGTH. Flexural length is the piles . of the group and the length of the pile. development length. For deformed bars, A. MANUFACTURER TO HAVE IN EFFECT INDUSTRY RECOGNIZED WRITTEN QUALITY CONTROL FOR ALL MATERIALS AND length of the pile from the first point §1808.2.15 Use of vibratory drivers. the development length is the full TODD O`CONNiELL,AIA MANUFACTURING. of zero lateral deflection to the §1808.2.7 Splices . Splices shall be §1808.2.8. 6 Load-bearing capacity. Piers Vibrator drivers shall only be used to development length for compression or B. ALL WELDING TO BE PERFORMED BY WELDER5 CERTIFIED UNDER SECTION 5 OF THE AW5 CODE DI.I. P P g P Y• Y Y 1200 Veterans Memorial Highway underside of the pile cap or grade beam• constructed oprovide and individual maintaintruealignmentandposition of shalldeveloplultigroups mateload cppilesf piles install apacities capacityisverifiedtby he load tests in excessile load narea. Alterrnative measures n in hfor r Suite 1 Haul)pauge,NY11788 2) HELICAL PILE LEAD SECTIONS SHALL BE MODEL Db WITH A L ROUND CORN)=R SQUARED SHAFT AND AN to DIAMETER HELIX. PILE FOUNDATIONS. Pile foundations the component parts of the pier or pile of at least twice the design working accordance with §1808 .2 . 8.3. The laterally confining concrete and LEAD SECTIONS SHALL BE 5' LONG. ALL HELIX PILE EXTENSIONS SHALL BE 2_:k' ROUND CORNER SQUARED SHAFT 5, -7 OR 10' LONG consist of concrete, wood or steel during installation and subsequent loads in the designated load-bearing installation of production piles shall maintaining toughness and ductile-like P(631)650-6666 ' DEPENDING ON VERTICAL CLEARANCE. ALL PILES SHALL INCORPORATE THE PATENTED MAGLEAN-DIXIE SQUARE CONNECTIONS. g q g g P P g g F(631)650-6667 structural elements either driven into thereto and shall. be of adequate layers . Analysis shall show that no be controlled according to power behavior at the top of the pile will be C($16)658035 5) HELICAL PILES, EXTENSIONS AND APPURTENANCES SHALL BE HOT-DIPPED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI55 the ground or cast-in-place. Piles are strength to transmit the vertical and soil layer underlying the designated consumption, rate of penetration or permitted provided the design is such "'` _..... - (LATEST REVISION) AND ESR-3032. relatively slender in comparison to lateral loads and moments occurring at load-bearing layers causes the other approved means that ensure pile that any hinging occurs in the confined their length, with lengths exceeding 12 the location of the splice during load-bearing capacity safety factor to capacities equal or exceed those of the region. Ends of hoops or ties shall be 4) ALL PILE INSTALLATION OPERATIONS SHALL BE SUPERVISED BY A LICENSED ENGINEER. THE INSPECTOR SHALL KEEP Atimes the least horizontal dimens�_on. driving and under service loading. be less than two. test piles . terminated with 135-degree (2 .35 rad) 1�. .. COMPLETE RECORD OF THE PILE INSTALLATION OPERATION . Piles derive their load-carrying Splices shall develop not less than 50 hooks into the confined concrete core. 5 HELICAL PILES SHALL BE INSTALLED TO A MINIMUM DEPTH OF 15 AND A MINIMUM TORQUE OF 5.000 FT-LBS. SUBJECT TO THE capacity through skin friction, through percent of the least capacity of the §1808.2.8.7 Bent piers or piles. The §1808.2.16 Pile driveability. Pile cross The minimum transverse steel ratio for �h FOLLOWING PROVISIONS: end bearing, or a combination of both. pier or pile in bending. In addition, load-bearing capacity of piers or piles sections shall be of sufficient size confinement shall not be less than . �,1"'b r^'�. splices occurring in the upper 10 feet discovered to have a sharp or sweeping and strength to withstand driving one-half of that required for columns . A) IF THE MINIMUM TORQUE REQUIREMENT HAS NOT BEEN 5AT15FIED AT THE MINIMUM DEPTH LEVEL, THE CONTRACTOR SHALL §1808.2 Piers and piles - general (3048 mm) of the (embedded portion of the bend shall be determined by an approved stresses without damage to the pile, HAVE THE FOLLOWING OPTIONS: requirements. pier or pile shall be capable of method of analysis or by load testing a and to provide sufficient stiffness to For resistance to uplift forces, a) resisting at allowable working stresses representative pier or pile. transmit the required driving forces . anchorage of steel pipe, INSTALL THE PILE DEEPER USING ADDITIONAL EXTENSIONS UNTIL THE SPECIFIED TORQUE LEVEL 15 OBTAINED. , §1808.2.1 Design. Piles are permitted to the moment and shear that would result concrete-filled steel pipe or H piles to b) REMOVE THE EXISTING PILE AND INSTALL A PILE WITH LARGER AND/OR MORE HELICES. THE REVISED PILE SHALL be designed in accordance with 1 BE INSTALLED BEYOND THE TERMINATION DEPTH OF THE ORIGINAL PILE, A5 DIRECTED ENGINEER. g from an assumed eccentricity of the § 808.2.8.8 Overloads on piers or piles. §1808.2.17 Protection of pile materials. the pile cap shall be made by means c) ADD ADDITIONAL PILES A5 RECOMMENDED R ENGINEER. provisions for piers in §1808 and pier or pile load. of 3 inches (76 mm) , The maximum compressive load on any Where boring records or site conditions other than concrete bond to the bare §1812 . 3 through §1812 .10 where either ofor the pier or pile shall be braced in pier or pile due to mislocation shall indicate possible deleterious action on steel section. B) IF THE MAXIMUM TORQUE RATING OF THE PILE AND/OR IN5TALLING UNIT HAS BEEN REACHED PRIOR TO SATISFYING THE the followingconditions exists subject ect not exceed 110 ercent of the allowable pier or pile materials because of soil � ] accordance with X1808.2 . 4 to other piers P MINIMUM DEPTH REQUIREMENT, THE CONTRACTOR SHALL HAVE , o) THE OPTION TO INCREASE THE TERMINAL TORQUE To A MAXIMUM to the approval of the code enforcement or piles that do not have splices in the design load. constituents, changing water levels or Splices of pile segments shall develop OF 5500 FT. LB5., b)AFTER GON5ULTINS WITH THE ENGINEER OF RECORD, THE CONTRACTOR MAY REDUCE THE SIZE OF THE HELIX official : upper 10 feet (3048 mm) of embedment. other factors, the pier or pile the full strength of the pile. IIA AS REQUIRED TO ACHIEVE THE MINIMUM DEPTH WHILE STILL ACHIEVING THE MINIMUM TORQUE. §1808.2. 9 Lateral support. materials shall be adequately protected (� 1 . Group R-3 and Group U occupancies not §1808.2.8 Allowable pier or pile loads. for by materials, methods or processes §1808.2.23.1.2 Design details. Pier or 6) HELICAL PILES SHOULD BE INSTALLED A5 SHOWN ON THE ENOINEER'5 PLAN. ALL CHANSE5 IN PILE LOCATION MUST BE APPROVED BY exceeding two stories of light-frame §1808.2.9.1 General. Any soil other than approved by the code enforcement pile moments, shears and lateral THE ENGINEER. construction, or §1808.2.8.1 Determination of allowable fluid soil shall be deemed to afford official. Protective materials shall be deflections used for design shall be 'I) IF UNDERGROUND OBSTRUCTIONS ARE ENCOUNTERED DURING INSTALLATION, THE CONTRACTOR SHALL HAVE THE OPTION OF REMOVING loads. The allowable axial and lateral sufficient lateral support to the pier applied to the piles so as not to be established considering the nonlinear Z THE OBSTRUCTION IF POSSIBLE OR RELOCATING THE PILE WITH THE ENGINEER'S APPROVAL. THE LATTER OPTION MAY REQUIRE THE 2 . Where the surrounding foundation loads on piers or. piles shall be or pile to prevent buckling and to rendered ineffective by driving. The interaction of the shaft and soil, as Q RELOCATION OF ADJACENT PILES. materials furnish adequate lateral determined by an approved formula, load permit the design of the pier or pile in effectiveness of such methods or recommended by a registered design j � support for the pile. tests or method of analysis . accordance with accepted engineering processes for the particular purpose professional. Where the ratio of the 5) THE HELICAL PILE SHALL BE CONNECTED TO THE STRUCTURE USING A PTS APPROVED STEEL BRACKET OR 5LAB-5UPPORTING practice and the applicable provisions shall have been thoroughly established P P P CHANNEL AS THE CASE MAY BE- A5 SHOWN ON ENGINEER'5 PLAN. THESE CONNECTION DEVICES SHALL BE CAPABLE OF SAFELY depth er embedment of the pile-to-pile 00 §1808.2.2 General. Pier and pile §1808.2.8.2 Driving criteria. The of this code. by satisfactory service records or other diameter or width is less than or equal v LZJ TRANSFERRING THE STRUCTURAL LOADS TO THE HELICAL PILE. foundations shall be designed and allowable compressive load on any pile evidence that demonstrates the to six, the pile may be assumed to be q) WRITTEN INSTALLATION RECORDS SHALL BE OBTAINED FOR EACH HELICAL PILE. THESE RECORDS SHALL INCLUDE, BUT ARE NOT installed on the basis of a foundation where determined by the application of §1808.2.9.2 Unbraeed piles. Piles effectiveness of such protective rigid. LIMITED TO THE FOLLOWING: investigation as defined in §1802, an approved driving formula shall not standing unbraced in air, water or in measures . m wQ =N� o a) PROJECT NAME AND/OR LOCATION. unless sufficient data upon which to exceed 40 tons (356 kN) . For allowable fluid soils shall be designed as columns Pier or pile group effects from soil on o qyZ �9Va b) NAME OF CONTRACTOR'S FOREMAN OR REPRESENTATIVE WHO WITNESSED THE INSTALLATION. base the design and installation is loads above 40 toms (356 kN) , the wave in accordance with the provisions of §1808.2.18 Use of existing piers or lateral pile capacity shall be Q�NQ k-:P c) DATE AND TIME OF INSTALLATION. available. equation method of analysis shall be this code. Such piles driven into firm piles. Piers or piles left in place considered where pile center-to-center �o�a)0 �,,, w d) LOCATION AND REFERENCE NUMBER OF EACH PILE. used to estimate pile driveability of ground can be considered fixed and where a structure has been demolished spacing in the direction of lateral o owe moo° e) DESCRIPTION OF LEAD SECTION AND EXTENSIONS INSTALLED. g m ~T Q o Q u w M The investigation and report provisions both driving stresses and net laterally supported at 5 feet (1524 mm) shall not be used for the support of force is less than 8 pile diameters. XW0NZ0f_It- 11 m F) OVERALL DEPTH OF INSTALLATIONS REFERENCED FROM BOTTOM OF GRADE BEAM OR FOOTING. of §1802 shall be expanded to include, displacement per blow at the ultimate below the ground surface and in soft new construction unless satisfactory Pile group effects on vertical capacity UlXVU):0 0m~ 1Q g) TORQUE READING FOR THE LAST THREE FEET OF INSTALLATION IF PRACTICAL. IN LIEU OF THIS REQUIREMENT, THE TERMINAL , g: load. Allowable loads shall be material at 10 feet (3048 mm) below the evidence is submitted to the code shall be considered where ile o w�� ZQo u TORQUE SHALL BE RECORDED AS A MINIMUM. but not be limited to the followin verified by load tests in accordance ground surface unless otherwise enforcement official, which indicates center-to-center spacing is less than 3 VIU�z1ZD_T w ~J h) MAKE AND MODEL OF THE EQUIPMENT USED FOR INSTALLATION 1 . Recommended pier or pile types and 3�_'" °w° P P YP with §1808 .2 . 8 . 3. The formula or wave prescribed by the code enforcement that the piers or piles are sound and pile diameters . T� Q(nF-UaD��� � O 1) THE INSTALLATION SPEED (RPM) OF THE HELICAL PILE z v F- �) ABRUPT GHANGESININSTALLATION TORQUE installed. capacities . equation load shall be determined for official after a foundation meet the requirements of this code. o` „�_Z-< o? Where a minimum length for reinforcement Q� Q��i�ZQo IV ANY OTHER RELEVANT INFORMATION RELATING TO THE INSTALLATION. gravity-drop or power-actuated hammers investigation by an approved agency.. Such piers or piles shall be load g < o a o o } or the extent of closely spaced Q° waw o 2 . Recommended center-to-center spacing and the hammer energy used shall be the tested or redriven to verify their Y0WU0Z>Qn 1L of piers or piles. maximum consistent with the size, §1808.2.9.3 Allowable lateral load. Where capacities . The design load applied to confinement reinforcement is specified oozo>:NQQU)�o strength and weight of the driven piles . required by the design, the lateral load such piers or piles shall be the lowest at the top of the pier or pile, <a-oa8prT00o PILE INSTALLATION NOTES_ 3 . Driving criteria. The use of a follower is permitted only capacity of a pier, a single pile or a allowable load as determined by tests or provisions shall be made so that those ,�FwN�W�Q �D_ Ile group shall be determined b an redrivin data. specified lengths or extents are w�� w� V I. EXISTING RESIDENCE SHALL BE TEMPORARILY SHORED AND SUPPORTED UNDER THE DIRECT SUPV With the approval of the code P g P Y g D_O>wxo u-OF NYSPE, AND THE CONTRACTOR SHALL NOTIFY THE DOB IN WRITING AT LEAST 4e, HOURS IN 4 . Installation procedures . enforcement official. The introduction approved method of analysis or by maintained after pier or pile cut-off. NLLVowom`0)ju )­ of PRIOR TO COMMENCING ANY HORG IN ACCORDANCE WITH THE AUTHORITY HAVING Of fresh hammer cushion or Ile cushion lateral' load tests t0 at least twice the §1808.2.19 Heaved piles. Piles that have °W(n oQ P°o m JURISDICTION. 5 . Field inspection and reporting P GENERAL NOTES: z �I) Z o material just prior to final proposed design working load. The heaved during the driving of adjacent � oF z 2. PILE CONTRACTOR SHALL INSTALL ALL PILES UNDER THE DIRECTION OF A NYSPE MIN. 25' DEPTH procedures (to include procedures for resulting allowable load shall not be piles shall be redriven as necessary to ALL PILES MUST COMPLY WITH PILE LO�� TO VERIFY SOIL CONDITIONS, TORQUE AND EXTENSION DEPTH REQUIREMENTS. NOTE THAT ALL verification of the installed bearing Penetration is not permitted. g PREPARED 51ONED AND SEALED BY A NEW YORK PILES MUST BE ICG APPROVED, SUPPLIED BY PTS, MAGLEAN DIXIE I-800-2e,2-'1453, AND SHALL capacity where required) more than one-half of that test load develop the required capacity and w", F o HAVE A MINIMUM FOS OF 2.0 HRT TO TOIRQUE CORRELATION AND PILE WORKING LOAD. §1808.2.8.3 Load tests. Where greater that produces a gross lateral movement penetration, or the Capacity of the STATE LICENSED ARCHITECT OR ENGINEER AND * Q a (n o Q I o u Q SUBMITTED PRIOR TO CONSTRUCTION. D 3. ALL HARWARE, J015T HANGERS, HURRICANE STRAPPING COMPONENTS, COLUMNS, NAILS, PLATES 4 6. Pier Or pile load test requi.rera;'Ints . compressive loads per pier or pile than of 1 inch (25 mm) at the ground surface. pile shall be verified by load tests inpermitted by §1808.2 .10 are desired or accordance with §1808 .2 . 8.3. ARCHITECT OR ENGINEER GERTII=YING THE PILES STEEL COMPONENTS SHALL BE HD GALVANIZED AFTER FABRICATION. where the design load for an pier Or §1808.2.10 Use of higher allowable pier v v v Z v 7 . Durabilityof pier or pile materials . g Y P MUST BE ON 51TE INSPECTING THE PILES AS THEY z Z z z z 6 4. ALL REBAR 4 TIE WIRE SHALL BE EPDXY COATED. ALL OUT OR EXPOSED REBAR 5URFACE5 P P pile foundation iLs in doubt, control or pile stresses. Allowable stresses §1808.2.20 Identification. Pier or pile ARE SCREWED INTO THE GROUND. SHALL BE TOUGHED UP W/ EPDXY OR GOLD &ALV. PAINT AS NEEDED. test piers or piles shall be tested in greater than those specified for piers materials shall be identified for 8 . Designation of bearing stratum or accordance with ASTM D 1143 or ASTM D or for each pile type in §1809 and §1810 conformity to the specified grade with PILE INSTALLATION MUST CONFORM TO SECTION strata. 4945 . At least oine pier or pile shall are permitted where supporting data this identity maintained continuously 1808 OF THE NEW YORK STATE BUILDING CODE. ra MAGLEAN DIXIE HF5 I- Y2" D6 HELICAL FOUNDATION PILES 4 TENSION ANCHORS 9. Reductions for group action, where be test loaded in each area of uniform justifying such higher stresses is filed from the point of manufacture to the (SEE ATTACHED) subsoil conditicas. Where required by with the code enforcement official. point of installation or shall be necessary. Such substantiating data shall include: tested b an approved agency to LOAD TESTS TO BE A5 PER IQ=1808.2.8.3 OF THE the code enforcement official, g Y PP g Y determine conformity to the specified NEW YORK STATE BUILDING CODE. TORQUE STRENGTH RATING OF 5500 PT-LB §1808.2.3 Special types of piles. The use additional piers or piles shall be load Y P U_ ULTIMATE COMPRESSION CAPACITY - 55 KPS WITH A TORQUE FACTOR(Kt) = 10 I 1 . A SOi1S investigation in accordance grade. The approved agency Shall of types of piles not specifically tested where necessary to establish the g g fi g Y 51NGLE 12' HELIX ULTIMATE STRENGTH - 50 KIPS,°/a" 4 50 KIP506" EXTENSION mentioned herein is permitted, subject safe design capacity. The resulting with §1802 . furnish an affidavit of compliance to PROVIDE TEST PILES IN CONFORMANCE WITH ASTM N Q ULTIMATE TENSION STRENGTH - 60 KIPS WITH COUPLING BOLT to the approval of the code enforcement allowable loads shall not be more than the code enforcement official. D 1143 OR ASTM D 4(�45 PER NEW YORK STATE w o official upon the submission of one-half of that test load, which 2 • Pier or pile load tests in accordance BUILDING CODE. }} 0 N I p r permanent net settlement of With §1808 .2 . 8 . 3, regardless of the load §1808.2.21 Pier or pile location plan. A of 9 Q acceptable test data, calculations and produces a supported b the pier or Ile. plan showing the location and GENERAL CONTRACTOR MUST COORDINATE PILE Q tu SINGLE HELIX EXTENSION other information relating to the not more than 0.01 inch per ton (0 . 0285 PP Y P P P g structural properties and load capacity mm/kN) of test load and not more than designation of piers or piles by an PLAN AND PLANS PREPARED BY TODD O'GONNELL 0y P P P y ' The design and installation of the pier identification system be filed ARCHITECT PG. a encaem sy U of such piles . The allowable stresses 3/4 inch (19. 1 mm) . In subsequent i , shall not in an case exceed the driving of the balance of foundation or pile foundation shall be under the with the code enforcement official .� FORGED Y g OBTAIN ALL PERMITS PRIOR TO THE START OF .fl ' m N 13/16 DIA,HOLE(TYP)-� 11/2'RCS BAR(TYP) direct supervision Of a registered prior to installation of such piers Or COUPLING limitations specified herein. piles, all piles shall be deemed to have design professional knowledgeable in the WORK. a supporting capacity equal to the g P g piles . Detailed records for piers or field of soil mechanics and pier or individual piles shall bear an `t >� q I � §1808.2.4 Pile caps. Pile caps shall be control pile where such piles are of the pile foundations who shall certify to identification corresponding to that i � I i of reinforced concrete. The soil same type, size and relative length as w j immediately below the pile cap shall not the test pile; are installed using the the code enforcement official that the shown on the plan. � 6 N d P1 or piles as installed satisfy the m p Q I I I 3XLWER be considered as carrying any vertical same or comparable methods and equipment design criteria. §1808.2.22 Special inspection. Special 3X L VER HELIX DIA, HELIX DIA I I load. The tops of piles shall be as the test pile; are installed in L" 3xLUVER ! embedded not less than 3 inches (76 mm) similar subsoil conditions as the test inspections in accordance with or pi 8 HELIX DIA. into pile caps and the caps shall pile; and where the rate of penetration §1808.2.11 Piles in subsiding areas. and §1704 . 9 shall be provided for piles } I I respectively. piers, y, ptut�� j 3XLOVER extend at least 4 inches (102 mm) (e.g. , net displacement per blow) of Where piles are driven through subsiding and pOC Il' TYP HELI%DTA beyond the edges of piles . The tops of such piles is equal to or less than that fills or other subsiding strata and HEX HEAD _ P Pile through g a comparable P derive support from underlying firmer §1808.2 .23 Seismic design of piers or Iles shall be cut back to sound of the test BOLT 6NUT 4' TYP I material before capping. driving distance. materials, consideration shall be given piles. to the downward frictional forces that TWO HELIX SINGLE HELIX TYO HELIX THREE HELIX TYPICAL PILE/ANCHOR may be imposed on the piles by the §1808.2.23.1 Seismic Design Category C. EXTENSION EXTENSION LEAD LEAD LEAD ASSEMBLY §1808.2.5 Stability. Piers or piles §1808.2.8.4 Allowable frictional EX. EXTENSION EX, T E SIGN 4S11 EX. D684S1z EX D684S1214 EX. D684S101Z14 EX. D61zOS81012Y LEAD shall be braced to provide lateral. resistance. The assumed frictional subsiding upper strata. Where a structure is assigned to Seismic AND EXTENSIONS stability in all directions. Three or resistance developed by any pier or Design Category C in accordance with Where more piles connected by a rigid cap uncased cast-in-place pile shall not Where the influence of subsiding fills §1616, the following shall apply. IU shall be considered braced, provided exceed one-sixth of the bearing value of is considered as imposing loads on the Individual pile caps, piers or piles �/ Z NOTES: that the piles are located in radial the soil materialL at minimum depth as Pile, the allowable stresses specified shall be interconnected by ties . Ties EE TEST REPORT FOR ALLOWABLE AXIAL AND directions from the centroid of the set forth in Table 1804 .2, up to a in this chapter are permitted to be shall be capable of carrying, in tension � O I. FINISH HOT DIP GALV. PER A5TM 155 OR BLACK I. 5 increased where satisfactory and compression, a force equal to the BY ADDING SUFFIX "U" AFTER GAT. NO. LATERAL LOAD PER ICG-E5 ACCEPTANCE CRITERIA, group not less than 60 degrees (1 rad) maximum of 500 pounds per square foot substantiating data are submitted. product of the larger pile cap or column _ Q AG355 BY GTL/THOMSON, AN ACCREDITED IAS 17025 apart. A two-pile group in a rigid cap (24 kPa) , unless a greater value is load times the seismic coefficient SDS Z Z 0 2. SHAFT MATERIAL- ROUND CORNERED SQUARE (RG5) TESTING LABORATORY. shall be considered to be braced along allowed by the code enforcement official a§1808.2.12 Settlement analysis. The divided by 10 unless it can be O Z LL STEEL BARS PER ASTM Ata AND ASTM A576 GRADE the axis connecting the two piles , after a soil investigation as specified (� 0 8. ALL MATERIAL 15 MANUFACTURED AS PER ICG-E5, settlement of piers, individual piles or demonstrated that equivalent restraint Q tu IOV45M, Methods used to brace piers or piles in §1802 is submutted. Frictional WITH MILL CERT. AT 70 K51 MIN. YIELD STRENGTH. AG10 ACCEPTANCE CRITERIA FOR QUALITY CONTROL groups of piles shall be estimated is provided by reinforced concrete beams O to shall be subject to the approval of the resistance and bearing resistance shall based on a roved methods of analysis . within slabs-on-grade or reinforced (� w DOCUMENTS. PP Y g code enforcement official. not be assumed to act simultaneously The predicted settlement shall neither concrete slabs-on-grade or confinement -a 3. HELIX MATERIAL - HOT ROLLED LOW CARBON unless recommended by a soil P g � Z F- � STEEL PER ASTM A1015 OR EQUAL WITH 55 K51 DTA cause harmful distortion of, or by competent rock, hard cohesive soils, MINIMUM YIELD STRENGTH. Piles supporting walls shall be driven investigation as specified in §1802 . instability in, the structure, nor cause or very dense granular soils .F;� (� Q alternately in lines spaced at least 1 any stresses to exceed allowable values . 4. COUPLING BOLTS: /a" DIAMETER X 3" LONG HEX 1' TM foot (305 mm) apart and located §1808.2.8.5 Uplift capacity. Where EXCEPTION' Piers supporting foundation -1 HEAD PER A5TM A525 AND 5/4" HEX JAM NUTS PER --{ symmetrically under the center of required by the design, the uplift lI1 ALL HELIXES FORMED BY PRESS DIE gravity of the wall load carried, unless capacity of a single ipile shall §1808.2.13 Pre-excavation. The use of walls, isolated interior posts detailed O _ A5TM A563. (FORMED VIEW g y Pacy g Per or P jetting, augering or other methods of so the pier is not subject to lateral effective measures are taken to provide be determined in accordance with ASTM D pre-excavation shall be subject to the loads, lightly loaded exterior decks z 5. NOMINAL 5PAGIN5 BETWEEN HELICAL PLATES 15 5X for eccentricity and lateral forces, or 3689, or an approved method of analysis approval of the code enforcement and patios, of Group R, Division 3 and THE LOWER DIAMETER. the wall piles are adequately braced to based on a minimum factor of safety of official . Where permitted, Group U, Division 1 occupancies not provide for lateral stability. A single three. The maximum allowable uplift re-excavation shall be carried out in exceeding two stories of light-frame Q 6. ALL WELDING TO BE DONE BY WELDERS CERTIFIED P g g row of piles without lateral bracing is load shall be one-half that load which the same manner as used for piers or construction, are not subject to PER AWS GORE DI.i permitted for one-and two-family produces an upward movement of the pier piles subject to load tests and in such interconnection if it can be shown the Q IY dwellings and lightweight construction or pile but eq ual to the ross elastic w w not exceeding two stores or stories (10 extension of the pier or pile plus 0. 1 carrying manner that will not impair the capacity of the piers or piles soils are of adequate stiffness, subject to the approval of the code enforcement d' I- M ; 668 mm) in height, provided the centers inch (2 . 5 mm) . For pile groups already in place or damage adjacent official. `� N z I- of �r the piles are located within the subjected to upliLft, the allowable structures . Pile tips shall be driven ' Q 1 1 width of the foundation wall. working uplift load for the group shall below the pre-excavated depth until the z be the lesser of : required resistance or penetration isj obtained. Q Q � Q