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HomeMy WebLinkAbout37876-Z g119cat/c Town of Southold Annex 10/4/2013 P.O.Box 1179 C. 54375 Main Road oy �� Southold,New York 11971 col � Sao CERTIFICATE OF OCCUPANCY No: 36550 Date: 10/4/2013 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 475 Ackerly Pd Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 69.-5-11.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/8/2013 pursuant to which Building Permit No. 37876 dated 3/21/2013 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: accessory garage as applied for. The certificate is issued to Antonelle,Carmine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37876 8/28/13 PLUMBERS CERTIFICATION DATED Au o ' ed ignatu �SOFFot�c TOWN OF SOUTHOLD BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE CA oy • 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#: 37876 Date: 3/21/2013 Permission is hereby granted to: Antonelle, Carmine 101-03 89th St Ozone Park, NY 11416 To: Construction of an accessory garage as applied for. At premises located at: 475 Ackerly Pd Ln, Southold SCTM # 473889 Sec/Block/Lot# 69.-5-11 ' Pursuant to application dated 3/8/2013 and approved by the Building Inspector. To expire on 9/20/2014. Fees: ALTERATION OF ACCESSORY BUILDINGS $359.20 CO -ACCESSORY BUILDING $50.00 Total: $409.20 uilding 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_ 'Swom statement from plumber certifying that the solder used.in system contains less than 2110 of 1%lead. . 5_ Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for.the building: .6_ Submit Planning Board Approval of.completed site plan requirements. B. For existing buildings(prior to.April 9,1957) 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. Certif cafe of Occupancy-New dwelling.$50.00,Additions to dwelling$50.00,Alterations to dwelling$50:0% Swimming pool $50A0; Accessory-building$50-00;Additions to accessory building$50.00,Businesses$50.00, 2_ Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of.Occupaincy-$_25 4. Updated Certificate of Occupancy- $50.00 5_ Temporary Certificate of Occupancy -Residential $15.00,Commercial$15.00 Date- ._ -7^ L3 New Construction: Old or Pre-existing Building: (check one) , Location of Property: House No. /� J Street Hamlet Owner or Owners of Property: Cr.AOA64::A & Za 1_Z_ Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. l—Lot: '�— Permit No. ?)I ICA 1 A Date of Permit. Applicant: Health Dept.Approval! Underwriters Approval: Planning Board Approval: Request for: Temporary. Certificate Final Certificate: (check one) Fee Submitted: $ S' atur Form No-6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 71 5-1802 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 ofproperty 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-6om plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Cdinmercial 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 ARproval•of completed-site plan requirements. B: For existing buildings`(prioko-'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 property completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building lnspector'shall state the reasons therefor in writing to the applicant. C. Fees I. 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,`Businessds$50.00. 2. Certificate of Occupancy on Pre-existing Building- $106.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 .5. Temporary Certificate of.Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: 41� 1,4, J 07 House No. Sheet Hamlet Owner or Owners of Property: CAA-M IA C-_ Suffolk County Tax Map No 1000,'Section ,. ' 'Block Lot Subdivision = Tiled Map. Lot: Permit No. Date of Permit. Applicant: - Health Dept.Approval: Underwriters Approval: Planning Board-Ap.Prdval: . . Request for. Temporary:Cerftficate• Final Certificate: (check one) . Fee Submitted:$ Applicant Signature SO�Tyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 rop Southold,NY 11971-0959 er.riche rtCa)town.southold.ny.us �' oI�OOU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Carmine Antonelle Address: 475 Ackerly Pond Ln City: Southold St: NY Zip: 11971 Building Permit#: 37876 Section: 69 Block: 5 Lot: 11.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No: 34091-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: Aug 28 2013 81-Cert Electrical Compliance Form.xls OF SOpl�o� cOUNT`l,�``� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION '. [ OU ATION 1 ST [ ] ROUGH PLOG. [ IF UNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT R L (FINAL) REMARKS: G� c DATE 10113 INSPECTOR `' SOUlyolo q Z____ • ___29l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 �el . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ELECTRICAL (FINAL) REMARKS: ttiry� Z-lLc� — DATE 2 l INSPECTOR rAf SOUTy�! �o 00UM'1,��Q TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [;'.-F IN LATION FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� INSPECTOR FIELD INSPEC=ON REPORT DATE COMMENTS zlkl FOUNDATION(1ST) ,1 FOUNDATION(M) • z 74 V1 � ROUGH FRAMING& y PLUMBING C3 INSUL•ATION PER N.Y. H STATE ENERGY CODE h9h7 FINAL ADDITIONAL COMMENTS z e2 . z tv TO`VOI N OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502' Survey SoutholdTown.NorthFork.net PERMIT NO. 3 _4$_q Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form g ' /3 Contact: Approved 120 Mail to: Disapproved a/c Phone: Expiration ,20 J b E C E �n Building Inspector 1J PPLICATION FOR BUILDING PERMIT MAR —7 2013 Date 3 — 7 , 2013 INSTRUCTIONS Bt-N.DEPT. j ��j�ic��Dt�an�D H e 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. We (Si r f applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, gener c ntractor, lectrician,plumber or builder Name of owner of premises CA A-M-Q A E_1_�_F (_As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and o corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. �— 1. Location of land on which proposed work be done: & House Number Street Hamlet Y �� County Tax Map No. 1000 Section 6>c Block Lot Subdivision Filed Map No. t fh 2. State existing use and occupancy of premises and_intended use and occupancy of proposed construction: a. Existing use and occupancy _ b. Intended use and occupancyG - 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -Z— 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. f d 7. Dimensions of existing struc s, if any: Front Rear Depth Height Number of Storie Dimensions of same tructure with alterations or a itions: Front Rear Depth Height Numb of Stories gg 8. Dimensions of entire new construction: Front � Rear Z �D°epth �.� Height 1-7 r (cl `' Number of Stories j 9. Size of lot: Front "t�� r Rear Depth 10. Date of Purchase �' of - 1S Name of Former Owner 11. Zone or use district in which premises are situated A� 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NOX- 14. Names of Owner of premises A-KATOKLCUZkddress !600Z k- Phone No. Name of Architect lD / U-L jW ddress iG y J"- Phone No '7 5C-t-4V---V, IF Name of Contractor ,F�,�_ �hcil Address auk-Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY B4 REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_) _ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Naive of individual signing contract) above named, CONNIE D. BUNCH ,,� Notary Public, State of New York (S)He is the L No. 01BUG185o5o unty (Contractor gent, orporate Officer, etc.) Qua"'`' in it ro t til 14, > ,� Corrimiacion.��:plrev April 14,�L 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 to before me this /Q� day of C A 20 Notary Public 'g �ture of App icant 1 Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road y ye Fa�(631)765- 5 P.O.Box 1179 • yO roger.richert(cvt01 out 5o .ny_us Southold,NY 11971-0959 p�yCOUNTI,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �E-ITN Date: ,I Company Name: Q v 02 rc JVC. License No.: 3 4 a C i - M fr Address: 13-?-0 - V ® o —rt4o c P Phone No.: . Wes - 1 Y X y JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: � - b e Y_e/ZC2 ea-&O CA'/ .S'o c1L4 aLJ *Cross Street: t c �-✓t_ 2 A *Phone No.: _ ' At C'l �`'iWC, 2 of f Po�.vT-`-retz7` Permit No.: Tax Map District: 1000 Section: Block: Lo • _, *BRIEF DESCRIPTION OF WORK(Please Print Clearly) 1 / C 44 e— (Please Circle All That Apply) *Is job ready for inspection: YES / 0 . Rough In Final *Do you need a Temp Certificate: S/ NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connebt Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION � qd, 82-Request for Inspection Form v ZTown of Southold - Chapter 236 - Stormwater Management g SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner Age -Consultant-Contractor or Other(Circle One) Property OWNER.,(If Different than Applicant) Address: Address: /� Telephone#:p - D Fax#J _ 4ira Telephone;sl: f1 Fax#: E-Mait: r b i ` E-Mail; Property Address: Brief Description of Construction Activity,Proposed Strnetaral BMPs,Soil. S.C.T.M.#: , 1 Stabalizalion BN[Ps,Project Scope and/or Sequence of Construction Activity 900D is _ L`, (Provide AddWomal Pages asNeeded) Dlstrler Section Slack La! f t Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: a ___ __ Add r ss Coy W r v _---_-------------- NTelephona#� �N --------------------------------.._---------- E-Mau; -__-_._-_.._..---------------------.-_..__,--.._---- --•------------------------------------------- Name of Persons Responsible for Installation&Maintenance of Erosion Control Practice: /�,,,/�y - -----------------------------------,.._----..__ Address: � C�J�i L U 04a) Cif"1�%c1 -------------------------------------------- Telephone 1k, �2J'll Fax# _ /16/ 1 --------------------------------_--------�--_ E-Mail: V ----------------------------------------.._-- q. ___________________________________a------- Total Area of All Total Area of Land Clearing Project Parcels: andlor Ground Disturbarim ��`JJ -------------------------------------------- (F.IAcres) 6 (S•F.(Ace) Project Duration, stag iAsi�,Q� End � ---�-�-_-•---�----..--------------------------.---- (Antrapated) J��- �j Date:/mow Date: (Numter or calends.Days) -------- Will this Project Disturbefive(5)or More Acres at 0 [ ""_ __a____..__ _______._____ _____ Any One Time During the Proposed Development? Yes ---------------------.------------------------ IfYES:Please Answer the Followingi ----.------•---------,-.----•------.--.-..-___---_--_____ a. Does the Applicant have a Qualified Inspector On C I Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site Q = List the NAMES or description of all Potentially Impacted Waterbod(es and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No .b 1 rz— c. Does the SWPPP Adequately Identify Ali Temporary Q Q and/or Permanent Soil Stabalization Measures? Yes No d. Does the SWPPP Adequately]denttty a Complete _.._..._.-_.......-.-•-•-•---•--.-..-.....--•------•---------------- Project Phasing Plan? Yes NO Status of Impacted Waterbody:(eq.TMDL,303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland-) Of intent and SWPPP Acceptance Form for Review U by the Town of Southold? Yes No { - STATE.OF NEW YORK, `"'° ' COUNTY OF.... Notary Public,State York ........��tr.:.F-' SS Iva.01bIJ6155050 That I ' �luaiitied in Suffolk County I.. .. .........................If✓. . ...................being duly sworn,deposes and-,saysithati lie/,shp�§rdlbe,4ppliamc-for Permit, (Name of individual signing Document) Andthat he/she is the ....CA96'6:�:C --hl�...... ............ .... ...... .. .. ................... ....... .............................................................. (Owner,Contractor,Agent,Corporate Officer,eta) Owner and/or representative of the 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 he performed in the manner set forth in the application filed herewith. Sworn to before me this; r ...............................................c�y of .... ....�........................,20. NotaryPublic: .. ti`:.. ........... .. ...................... ......... ........... ..9. ....... .... ........................, Sin o SWPPP Assessment FORM: 03-12 I I WN OF SOUTHOLD P �OPERTY RJCO RD CARD ;:ter OWNER STREET m`f' ' ' <-- VILLAGE DISTRICT SUB. LOT �✓yI 1�1.Q /7�1 ... � FORME O ER N E ACREAGE {/} N S ' o G S dry/ TYPE OF BUILDING RES. SEAS. VL. FARM COMM. I IND. I CB. I MISC. I Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS a v &00 b c7 ". / L /�,.� � X a O /b p2 do 11 .) 2 ze, AGE BUILDING CONDITION 7 17 `1 'Jr� �J (c;, !j5 S �✓�, - L �'Ac NEW NORMAL, BELOW ABOVE ' FRONTAGE 6N WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 1 7� B LKH Tillable 2 Tillable 3 Woodland so— Swampland OLh 4 Brushland ��t House Plot �YYI Total �k 34} i �; -, �` ■■■■■ n■■■■■■■■n■ 71 {�l:f r"k}.� �� , ��be ,�- �Ifs r a��{} a .:i;�. ■■■■■n■■ ■■■■■■■■ ■■■■d1+ �■r■■■■nn ■■■■�.�■n■n■■n f 1y '� aYYt it ata"rwy��ti.,,tiet d � �p�rE,��,����"�.+, �'�ll �i�)! ,, �\ ■■ �� .4.w�yilStl�i�?-•4�� �RFtt�s�lruy�'f,��„r11�'�rtJ�i��iJy*+:`�,��1•I�;sl��?.ey�h'� �s.t�ft�•'w � ■ ■■ fii:■ T7 M. Bldg. Foundation ■■ Bath Extension Basement Floors . � erior Finish Extension �nt Extension Fire Place Heat Porch Roof Type .• .. -- - . y Patio Rooms 2nd Floor Driveway Dormer Garage • , /3 ✓8 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted:3 /7/4"7*Date Reviewed. Applicant- Owner: CU Ate,�tSE7 Architec ngineer Estimated Cost: SCTM# 1000- -- S - ( `• 1 Subdivision: ��� Zone: Conforming? Property Address: City: o 1,9 Pre COs? — Building Permits (Open/Expired): BP -Z/C/o Z- o: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/ Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? orN etermination: REQ. Lot Size: /e-- ACT. Lot Size: REQ. Lot Cov ACT: Lot COv. REQ. Fro REQ Side Side REQ. Rear PROP. Rear REQ. Height. ACT. Height Project Description: Waterfront? Y N? If yes, water body: Panel# Flood Zone• ulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or - If s, *Bed#: *Date: _/_/_ *Permit#: Town Septic: Y or I - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y Ore: / / Permit#: or NJ Letter—Notes: Southold Trustees: Y or I / / Permit#: Or NJ Letter—Notes: Southold ZBA: Y or - : / / Permit#: —Notes: Southold Planning: Y o�ate: '/ / Permit#: —Notes: Town Landmark C of A: Y E: / / *NYS CODE Compliance (page 2): Y or N Notes• Fee Structure: Calculation: Foundation: SF 1. ( SF)- ( SF)=,�.Y9SF X $ : D =$ 2-6 ,20 First Floor: SF + Initial Fee: $ i p p Second Floor: SF +Additional Fee (_ : $ Other: SF 2. ( SF)- ( SF)= SF X $ =$ Total: SF +Initial Fee: $ +Additional Fee ( : $ TOTAL:.$ ,5 J i NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design`Category:B Weathering: Severe Frost Depth: 36" Termite:M-H Decay: S-M Design Temp: 11 -lee Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGOT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS-, Y/N CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N .LIVE: Y/N DEAD: YIN SNOW: YIN SEISMIC: YIN WIND: YIN WINDOW AND DOOR SCHEDULE: •MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N 4 LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRES S: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF DIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: YIN TOTAL COMPLIANCE? Y/N (RETURN TO PAGE ONE) Ururr N SURVEY OF PROPERTY Acx�RL I� POND L�1V�OWERY LANE) A T SOUTHOLD EDGE OF PA IEMENT TOWN /� r SOUTHOLD r r�r /� sToNE WALL —�� j'-- ----- — �d j 0 !!f]N] O SO Ul HOLD —��- WALL 0.2'W ` ' 0 gO.QO, ` ASP ALT S�../FFOLK CO UN i 'V N. Y. EC 3 i S.C. TAX MAP 93' - 000-69-05-11.,2 & 11.3 ME7� 41c5 1 87'�4'20"VJ N86`3Z'20 YJ — , 12.2.0' 7 7:E 7' SCALE.- 1 —=30 OCTOBER 12, 2012 FE 4.81 zl ��s, NOV. 19, 2012 (additions) o r . g.s. tt in r ' 1000-69 05--71.2 �'` g ► - CONCRETE 0 covers` / 0 N88' 0'00"W 90.00' cv 1000-69- 7 2 Lu CERTIFIED TO: .N CARMINE ANTONELLE 04 Ci EVERBANK ¢ STEWART TITLE INSURANCE COMPANY z t -Pv .. fl N7S'479p0 ` ' 1000-6g®05--t-2- (SEA.=8, 51 SO. FT CCU ,2 , N.Y.,S L/C. NO, 49618 D� R CARCSpN OFC CrIONEPT AS P PG EcrHE NEW YOR DS;STATE EDU 2. A77OALL �LAW��i��nays (631)N765 5020IC CFAX (631) 765-1�797 HEREON ARE VALID FOR TMS UAP AND COPlE•S THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ■=MONUMENT 1230 7RAWELER STREET 1 IWOS€ SJGNATUP,E APPEARS HEREON. •=PIPE SOUTHOLD, N.Y. 11971 12-263 I UTILITY `r POLE 1\ ACKERL Y POND LAN�pWERY LANE SURVEY OF PROPERTY EDGE OF PAVEMENT i A T SO UTHOLD � STONE WALL TO WN OF SO UTHOLD WALL 0.2-W S88.02'00"E 90.00, ASPHALT SUFFOLK COUNTY, N. Y. 3 1000-69-05-11.2 & 11.3 Mew e�y^ 8754'20"W N86'32'20"W _ 1.2.20' 77.67' SCALE.- 1'=30' k � OCTOBER 12, 2012 ' �RiS. SEPTEMBER 10, 2013 (LOC. BUILDING) q2• 00 23,8• O m X)020di - Q 1 S 49,g• �v Z cv .2' CR 8.5' m O Y Z 0 �� 4' 16 5• w o Lu .N U N FE 1000-69-05-11.2 ^ v0 0.3E J IV N O LLJ 0 CONCRE (j \ COVERS / Z N8800 90.00, C co 1000-69-05-11.3 o (00 Z N r O � u co CERTIFIED TO: 0 ^ �Se• CARMINE ANTONELLE CV 2 � 9' / �3 EVERBANK 29.9• �Oc n0� STEWART TITL PANY 4 o0bw / 1000 69 05-11.2 AREA=8,851 SO. FT. N 0 6, [� Nio s8�2. 7 1000-69-05-11.3 AREA=8,877 SO. FT. �F C R. . Y.S LIC. N0. 49618 �AVDE C ALTERATON OR ADDITION TO THIS SURVEY IS A VIOLA TON YORS, P.C. ARSON N LAW. EXCEPT AS PER SEC TITON 7209HE NEW YSUBDIWSIONE2.UALL CA OCERTIFlCATONS --5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR m=MONUMENT 1230 TRA VELER STREET WHOSE SIGNATURE APPEARS HEREON. •=PIPE SOUTHOLD, N. Y. 11971 12-263 i OFFICE.- DESIGN AND EXPLANATORY NOTES CUTCHOGUE, NY BUILDING DESIGN CRITERIA JOB NO. MORTON BUILDINGS GENERAL SPECIFICATIONS 1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-026300 BUILDING CODE 2010 NEW YORK BUILDING CODE LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S USE GROUP R-3 ACCESSORY INCORPORATED AS PART OF THESE DRAWINGS. COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED FOR INSTALLATION BELOW GRADE TO A CONSTRUCTION TYPE VB 2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED RETENTION OF 0.8 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE IN FLOOR AREA 648 SO FT DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. o CONFORMANCE WITH USEPA GUIDELINES AND AWPA STANDARD C28. THE TREATED PORTION OF THE MEAN ROOF HEIGHT 15.5 FT U COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. BUILDING CATEGORY 1 3.) MINIMUM LIVE ROOF LOAD DESIGNS FOR CONSTRUCTION, MAINTENANCE, REPAIR, AND OTHER TEMPORARY LOADS PER SECTION 1607.1 1.2 N MINIMUM LIVE ROOF LOAD DIESIGN SEE NOTE #3 0, FOOTINGS AND ANCHORAGE-COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-8" BELOW GRADE ROOF SNOW LOAD* 13 PSF a.) ROOF PURLINS AND OTHER SECONDARY STRUCTURAL MEMBERS = 20 PSF c9i (SEE PLANS FOR DIAMETER AND DEPTH). COLUMNS WITH GALVANIZED SUPPORT STILTS ARE PLACED IN GROUND SNOW LOAD 20 PSF b.) ROOF TRUSSES, HEADERS, COLUMNS AND OTHER PRIMARY w STRUCTURAL MEMBER =20 PSF THE HOLE. CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE WIND SPEED (V3S) 120 MPH � THICKNESS SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN).THE WIND IMPORTANCE FACTOR 0.77 c.) FOOTINGS = 13 PSF (DESIGNED FOR ROOF SNOW LOAD AND OTHER O Z SPECIFIED ( NON-TEMPORARY LOADS W/APPROVAL FROM BUILDING OFFICIAL. pt/ Lu Z COLUMN IS THEN BACKFILLED WITH SOIL AND COMPACTED AT 8"INTERVALS OR BACKFILLED WITH EXPOSURE CATEGORY B INTERNAL PRESSURE COEFFICIENT v O CONCRETE (SEE PLANS). ±0.18 4.) IT IS A VIOLATION OF NEW YORK STATE LAW FOR ANY PERSON UNLESS ACTING a- BUILDING DESIGN CONDITION ENCLOSED UNDER THE DIRECTION OF THE LICENSED / REGISTERED ARCHITECT OR LICENSED TREATED LUMBER-- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE WIND LOAD DESIGN ASCE 7 METHOD 2 REGISTERED ENGINEER TO ALTER ANY ARCHITECTURAL OR ENGINEERING ITEM. v NO. 1 OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR ZONE 1 E 16.2 PSF Z ZONE 2E -21.1 PSF 5.) ♦THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE Q/ S4S. PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' ZONE 3E -14.4 PSF LjLj COMPLYING WITH USE CATEGORY UC4A (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA ZONE 4E -13.5 PSF SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY. 1 171 GUIDELINES AND STANDARDS. ZONE 5E 13.4 PSF .W_I Z MAIN WINDFORCE RESISTING SYSTEM ZONE 6E -10.3 PSF FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY (ALL FORCES ACT NORMAL TO THE SUIRFACE) J (FOR ZONES SEE MWFRS ON ELEVATIOINS PAGE) ZONE 1 11.8 PSF uj 36"O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. (MAXIMUM VALUE SHOWN) ZONE 2 -14.7 PSF z ' 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C.ALL OTHER FRAMING LUMBER IS NO. 2 OR ZONE 3 11.0 PSF - £ -J RIO BETTER. ZONE 4 -10.1 PSF EARTHQUAKE DESIGN DATA TABLE z _ . ZONE 5 9.8 PSF `_ _ 0.2 SEC SPECTRAL RESPONSE Q ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS ZONE 6 -7.9 PSF ACCELERATION (Ss) 0.160g O F REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS ZONE 1 1 1.5,-18.3 PSF 1.0 SEC SPECTRAL RESPONSE LL e ZONE 2 1 1.5, -31.8 PSF ACCELERATION (Si) 0.06g Z O � CONDUCTED UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN a COMPONENT 8,CLADDING WIN[D LOADS ACCORDANCE WITH CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. (ALL FORCES ACT NORMAL TO THE SUIRFACE) ZONE 3 1 1.5, -47.0 PSF SEISMIC DESIGN CATEGORY B F �12 (FOR ZONES SEE ELEVATIONS) ZONE 4 19.9, -21.6 PSF BUILDING CATEGORY (TABLE 1604.5) I 10 ry J_ SIDING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL WITH ZONE 5 19.9, -26.7 PSF SITE CLASS D Q 1 1 1 AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON EXTERIOR. #623 LIGHT FRAMED WALLS r 1 �- O BASIC STRUCTURAL SYSTEM AND SHEATHED WITH WOOD STRUCTURAL V w SEISMIC-RESISTING SYSTEM PANELS RATED FOR SHEAR = 0 • ROOFING PANELS (FLUOROFLEX 2000 TM) -0.019"MIN., AZ55 GALVALUME STEEL WITH AN ADDITIONAL RESISTANCE OR STEEL SHEETS BAKED-ON THICK POLYURETHANE PRIMER AND 70% PVDF TOPCOAT WITH A TOTAL MINIMUM PAINT * ROOF SNOW LOAD CALCULATIONS RESPONSE MODIFICATION FACTOR (R) 7 1171--oo o ANALYSIS PROCEDURE SIMPLIFIED ANALYTICAL PROCEDURE THICKNESS OF 2 MILS ON EXTERIOR. Ps = 0.7 x Ce x I x Pg x(7+x Cs X Ce = SNOW EXPOSURE FACTOR = 1.0 SEISMIC DESIGN BASE SHEAR 150 LBS 7 m TRIM- DIE-FORMED TRIM OF 0.017" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, I = IMPORTANCE FACTOR = 0.8 Z Q Pg = GROUND SNOW LOAD = 20 PSF WIND DESIGN BASE SHEAR 2400 LBS ! n a- RIDGES, CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. Ct = THERMAL(FACTOR = 1.2 O 1c--e- y Cs = ROOF SLOPE FACTOR =0.94 z GUTTERS-5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH Ps = 0.7 x 1.0 x 10.8 x 20 x 1.2 x 0.94 = 12.63 PSF ( 1 1 H uj w SIDES OF THE BUILDING. 2x4F2F1 02/12 C:) H COV LY WITH A W 8 ALL CODES OF �. P► O4�t �� �,� ��{����7 _J NEW YORK STATE & TOWN CODES AS REQUIRED I I OF DATE: 3�a'/'3 .F'• C u, I D ll.'1v7rlFED 35� Py: PJOT{FY EUILDI .G +;T E�!T AT v,HInes,,PLA�JVNG BOARD 765-1502 8 A`I TG 4, !PM FOIR THE ALLI D IG S�(' i{' L "l''''< i R J;GCS FOLLOWING l;'tiSPEC 1. 1=OUi!DATICN T�VO R:"OUIRI-D DRAWN BY. DB DS . FOR POURED Curd CI=,�:TE 2. ROU01H - FRAMili:C 4, P':.MI'L",ING DATE: 01/31/13 3. INSULATIO'`; CHECKED BY: MURPHY �.. FINS^,L - G/,PL ETE FOR C.O. DATE: 02/12/13 OCCUPANCY OR PE CO I AWFUL ALL CONS T RUC,TIGN S,-IAU- Pv"EET THE REVISED DATE: ---- TYPICAL LUMBER SPECIFICATIONS -2005 NIDS lnl � UI�J Z,.1"'��,�I-U L REC;U1RrM,,LN T S OF THE CODES OF NEl"J SIZE DESCRIPTION BENDING VALUE Fb � REVISED DATE.' ---- SIZE �; p J((�� (�' �i`-`"I�I(^�� YOfI}t STATE. NOT RESPOIJSIE!_E FOR - 2x4 NO.2SPF 13113PSI Vv"T i4XV s 1 `E I'F `'_, `TE DESIU-N OR CC:JSTRUCTIOIJ ER ORS. REVISED DATE.' ---- f 1 ......± t E l ,1, l`g T;'"`/ REVISED DA TE.• - 2x4 NO. 1 SYP 1850 PSI ! '� o ' J, .� --- 2x4 2100f MSR SPF 2100 PSI SHEET INDEX 2x6 NO.2SPF 1138PS1 2x6 NO. 1 SYP 1650 PSI SHEET# DESCRIPTION 2x6 2100f MSR SPF 2100 PSI RETAIN STORM-1 WATER RUI,'uOFF I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR G1 OF G1 SPECIFICATIONS & SHEET INDEX 2X6 2400 MSR SYP 2400 PSI PURSUANT TO CHAPTER 236 THIS BUILDING WAS PREPARED BY ME OR UNDER MY OF THE TOWN CODE. DIRECT SUPERVISION AND THAT I AM A DULY S1 OF S7 COLUMN PLAN 2x8 NO. t SYP 1500 PSI i S2 OF S7 TRUSS PLAN, END RAFTER CONNECTIONS &TRUSS TIE DETAILS 2x8 2400 MSR SYP 2400 PSI LICEN GISTERED PR FES ZONAL ENGINE] S3 OF S7 TRUSS DRAWING, PURLIN LAYOUT& PURLIN DETAILS 2x10 NO. 1 SYP 1300 PSI ��EW 1'O S4 OF S7 ELEVATIONS 2x10 2400 MSR SYP 2400 PSI ® 0 WALL SECTION A, STILT FOOTING DETAIL, COLUMN SPLICE 2xl2 NO. 1 SYP 1250 PSI 0 S5 OF S7 DETAIL &TRUSS SADDLE ISO 2xl2 2250f MSR SYP 2250 PSI .Z S6 OF S7 ENDWALL SECTION B &OHD HEADER SECTION C 1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI RONALD L. N, P.E. * O of S7 OF S7 FASTENING SCHEDULE 3 1/2"x15" GLU-LAM 1650 PSI DATE:OZ EG.# oi,� •' No '• �� 5 1/4"x16 1/2" GLU-LAM 2400 PSI 5 1/4"x19 1/2" GLU-LAM 2400 PSI � �PR SCALE:AS NOTED SHEET NO. G1OFG1 I i OFFICE.• CUTCHOGUE, NY JOB NO. 128-026300 (V V 1-1 (V I 04'-4 1/2 7-6" 7'-6" 7-4 1/2' N 1'-0"VENTED SIDEWALL OVERHANGS o_ 1'-0"NON-VENTED ENDWALL OVERHANGS I I A I N o. 23'-9" 23'-9" Lu w N 16"R16"R 16"R 16"R 16"R N O o o o � Z w Z 15'-10 1/2" — 16"R 16" 15'-10 1/2" B C �-/ Q S6 S6 I Z 00 _ ONrioloo 7'-10 1/2" — 16"R I L J zLu o I 16" I 3'-10 1/2" _1 J � 16"R 16"R 16"R 16"R 16"R LLI 0'-0" 0'-0" z z� �T i -4 1/2' 7'-6" 7'-6" 7-4 1/2' `� Q J Q W O 3 o 0 � Z V) $4 o i v o � f— �n N 1 1 1 1 Z O COLUMN PLAN U = o U � X m zo C� cn z w = cz oN w N U-J g ROUGH OPENING SCHEDULE z Q UNIT SYMBOL WIDTH HEIGHT FROM LEGEND 10 37 3/4" 811, DRAWN BY: DB COLUMN PLAN LEGEND DATE: 01/31/13 CHECKED BY.* M U R P HY ❑ - 3-2x6 LAMINATED COLUMN LOCATION DATE.* 02/12/13 0 - 3068 MB910 PLAIN FLAT LEAF WALKDOOR(S), OUT SWING, REVISED DATE.' --- RIGHT HINGE WITH CLOSER, LOCKSET � - 12'-2"x 10'-1"OVERHEAD DOORS) W/OPERATOR REVISED DATE.' ---- ALL STEEL FASTENED WITH STAINLESS STEEL SCREWS REVISED DATE.' ---- PERIMETER SEAL PACKAGE (COMPLETE BUILDING) REVISED DATE: -- - 1" HEAVY DUTY THERMAX (COMPLETE BUILDING) 16"R - 16" DIAMETER FOOTING WITH 8"THICK MINIMUM READY-MIXt If ��°" '"�' . CONCRETE BELOW BOTTOM OF LOWER COLUMN WITH ADDITIONAL or Aw� `p p' % READY-MIX TO TOP OF 218M STILT (9"±). PLACE CONCRETE a BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. sy O• E k .0 Z. c `a 2' 8' SCALE: SCALE.-AS NOTED 1' 4' 16' SHEET NO. S 1 OF S 7 I OFFICE: CUTCHOGUE, NY 3 JOB NO. 128-026300 N 01 <V I O O' , "It °� (2) 20d R.S. NAILS IN OVERHANG FRAME \\ 4'-4 1/2" 7'-6" 7'-6" 7'-4 1/2' N TRUSS LOCATION DIMENSIONS O 2x4 BEV. PURLIN 0 I i TOE NAIL OVERHANG RAFTER ( �O N :77r- ' O1 SYP TO OVERHANG NAILER WITH I d LY (1) 16d R.S. NAIL EACH SIDE I I � I I ca A I O D S2 I .. ............ 0 24'-2x8 (NO.1 SYP) w ........................... ............................ ........................r OVERHANG FRAME � � Z 2x6 OVERHANG NAILER END RAFTER ASSEMBLY ' ^ 0 � ............ ............................ ............................ ........................ I (7) 20d R.S. NAILS e o C.� S2 4-20d R.S. INAILS z ....... z0.... ......03..................... ............................ ......................... .. I PER CONNECTION 0 3-2x6 CORNER COLUMN ........................ ............................ ............ . _ I LLJ 2x6 END COLUMN EXTENSION OR W IO— O ( UPRIGHT ASSEMBLY NAILED TO END W Z 3 . Q RAFTER ASSEMBLY AS SHOWN AND TO ................... .............. EACH INTERSECTING WEB. FASTEN TO J / n Q Q 0 I HEADER AND FRAMING MEMBER WITH (2) DETAIL A W 16d R.S. NAILS INTO EACH END COLUMN SCALE: 1 1/2"= 1'-0" Z EXTENSION MEMBER OR UPRIGHT. '4- 4iY3a_ F� Z TRUSS/BRACING PLAN DETAIL B �s= SCALE: 1 1/2"= V-0 ° TO W � TRUSS/BRACING PLAN LEGEND •— U NO -24' 2090 S.C.TRUSSES @ 7'-6"O.C. J z -24' END RAFTER ASSEMBLY (Q ( 1 1 s -2x4 TRUSS TIES @ 4'-0"O.C. ADDITIONAL 2x6 NAILER v �— O a -2x6 DIAGONAL END BRACES @ 8'-0"O.C. = O 20d R.S. NAIL THROUGH STRAP INTO TIE Q xO (3) 1 1/2" R.S. NAILS THROUGH STRAP ' e` 2' LONG END BRACE STRAP Z m O (4) 2 1/4" R.W. NAILS c� 1 1 1 = 0 Lu w d 0 h l l l S 2x4 TRUSS TIE 2x4 TRUSS TIE TO ENDWALL DETAIL Z 60d R.S. NAIL DRAWN BY. DB u V 5 DATE: 01/31/13 prTR�s / 20 GA. GALVANIZED CHECKED BY: MURPHY Qo coQRo PURLIN CONNECTOR DATE: 02/12/13 Bpi \ REVISED DATE.* - 0• • ---REVISED DATE - - REVISED DATE: — (1) #9X1"TRU-GRIP SCREWS ON PEAK SIDE AND �T REVISED DATE.' -- (2) ON EAVE SIDE IN HOLES SHOWN. °$1-11MF (JOINT MUST BE TIGHT BEFORE FASTENING CLIPS) 3 2x4 TRUSS TIE DETAIL .Z Z sr p�pgaee"� o2 _ , g . i3 2' 8' SCALE: CSCALE.-AS NOTED 1' 4' 16' SHEET NO. S20F S7 I OFFICE: CUTCHOGUE, NY JOB NO. 128-026300 TRUSS SPACING 7'-6" O.C. 4 LIVE LOAD 20 PSF o DEAD LOAD 4 PSF CEILING LOAD - PSF TOTAL LOAD 24 PSF �— N a o ch 5-3-0 w m 2X6 Oo Z �/ w Z l�t`zff 0 2x6 z 23-9-0 L 1 1 1 1 1 24' S.C. 2090 TRUSS w Z SCALE: 1/2"= V-0" J Lu �l T z �- 0 Tin 3' WIDE Z o �. � n " = (ZONE 2 & 3) ii J -�;-.;t- 60d R.S. NAIL Q O -�'"' 0 spay s LIJ V / L O 2x4 PURLINS @ 22"O.C. i 20 GA. GALVANIZED F— TOP CHORD °, PURLIN CONNECTOR ly- ! 1 OF TRUSS Q �1 1 I J J 3' WIDE NS � �— z (ZONE 2 &3) OGpt\O °• U O INDICATES PURLINS TO BE FASTENED (1) #9xl"TRU-GRIP SCREW ON PEAK SIDE AND O Q� t� w/HEADLOK .19"x 6.0" FLATHEAD LAG (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF \N PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT 0 g0�� SCREW, ALL OTHER PURLINS TO BE BEFORE FASTENING CLIPS Z m FASTENED w/60d R.S. NAIL 2x4 BUTTED PURLIN DETAIL 24' WIDE BUILDING PURLIN LAYOUT cry 0 SCALE: 1/2"= 1'-0" (PURLIN COCNAEE T;D/2 WITH R.S. NAIL) 1 1 1 0 w Q N W g Z 2x4 PURLIN )/2 n u HEADLOK .19"x6.0" FLATHEAD LAG SCREW ° DRAWN BY.' DB (ICC-ES REPORT ESR-1078) DATE.' 01/31/13 CHECKED BY: MU R PHY 20 GA. GALVANIZED DATE: 02/12/13 TOP CHORD °• PURLIN CONNECTOR OF TRUSS REVISED DATE.' -- REVISED DATE: ---- • �4 °• e REVISED DATE.' ---- � � REVISED DATE: --- (1) #9xl"TRU-GRIP SCREW ON PEAK SIDE AND � 6iiieC� (2) #9xl"TRU-GRIP SCREWS ON EAVE SIDE OF e PURLIN IN HOLES SHOWN (JOINT MUST BE TIGHT 0`tie'. 'p LAof co S� •'t'�`� BEFORE FASTENING CLIPS •�`� ��' 0 2x4 BUTTED PURLIN DETAIL r (PURLIN CONNECTED WITH 6" HEADLOK FLATHEAD LAG SCREW) SCALE: 1 1/2"= l'-0" e o n s bZ • ' SCALE.'AS NOTED SHEET NO. S 3 OF S 7 OFFICE.* DESIGN AND EXPLANATORY NOTES r CUTCHOGUE, NY JOB NO. 1.) EXTERIOR DOOR AND WINDOW LOCATIONS ARE TAKEN FROM THE EXTERIOR FACE 128-026300 OF THE NAILERS AND ARE TO THE CENTER OF THE DOOR AND WINDOW UNITS. VERIFY ALL DOOR, WINDOW, SKYLIGHT AND SIDELIGHT LOCATIONS WITH THE OWNER. . a U � 3.0'WIDE 3.0'WIDE (ZONE 2&3) (ZONE 2&3) a_ N (ZONE 2) � � 01 �j (ZONE 1) �- w (ZONE 3) m (ZONE 2) Q (ZONE 3) 4 b Z w zz'z / 3 6E p ' S is 4E 2 ! 1� 2 z 5 1 � 1 1 E LLJ MWFRS w Z J ReferenceQD � } r 20.0'WIDE (ZONE 4) � Corner W 3.0'WIDE --J 3.0'WIDE (ZONE 5) (ZONE 5) �a Z o R-1 NORTH ELEVATION w :D Z o 3.0 WIDE 3.0'WIDE E— in (ZONES 2&3) (ZONES 2&3) 1 1 3.0'WIDE 3.0'WIDE Z 1 (ZONE 2&3) (ZONE 2&3) U �- 4 12 T#16 GABLE TRIM � � 41 12 . U X HI-RIB STEEL SIDING Z m T#21 CORNER TRIM r T#167 TRANSITION TRIM HI-RIB STEEL WAINSCOT �/� Z T#170 BASE TRIM 1 1 1 z I.'::;:: . 0 EL 18.0 WIDE (ZONE 4) } 18.0'WIDE (ZONE 4) ( 1 1 3.0'WIDE —J L-- 3.0'WIDE 3.0'WIDE 3.0'WIDE (ZONE 5) (ZONE 5) (ZONE 5) 10'-0" 10'-0" 4'-0" (ZONE 5) Z 0 0 0 0 CN WEST ELEVATION N EAST ELEVATION DRAWN8Y.• DB 3.0'WIDE 3.0'WIDE DATE., 01/31/13 (ZONE 2&3) (ZONE 2&3) CHECKED BY.* M U R P H Y (ZONE 2) VENT-A-RIDGE iQ QQ DATE.* 02/12/13 (ZONE 1) (ZONE 3) REVISED DATE.' ---- (ZONE 2) REVISED DATE.' ---- (ZONE 3) 5"O.G. GUTTERS REVISED DATE.• ---- REVISED DATE.- . --- HI-RIB STEEL SIDING T#21 CORNER TRIM � of: NE�Y T#167 TRANSITION TRIM �� ,�P• • S • O HI RIB STEEL WAINSCOT A. *� T#170 BASE TRIM 'O O ar 20.0'WIDE (ZONE 4) •i 1• 3.0'WIDE L 3.0'WIDE (ZONE 5) (ZONE 5) SOUTH ELEVATION 2' 8' SCALE: SCALE:AS NOTED 1' 4' 16' SHEET NO. S40F S7 OFFICE. DESIGN AND EXPLANATORY NOTES i CUTCHOGUE, NY JOB NO. 1.) FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL 128-026300 ® FLUOROFLEXTm 2000 HI-RIB STEEL CONDITIONS MAY REQUIRE MODIFICATIONS. ®®©2x4 PURLINS @ 22"O.C. (NO. 2 SPF) � 2.) CONCRETE FLOOR NOTES: l"HEAVY DUTY THERMAX INSULATION L' r/ 2x4 BEV. PURLIN 14 e ' ` o a. 3500 PSI, 5 1/2 BAG MIX CONCRETE v WIRE MESH •-1v b. SLOPE GRADE AWAY FROM BUILDING @ 1"PER FOOT FOR A MINIMUM FILLER STRIP ` DISTANCE OF 10' PLUS OVERHANG WIDTH �-- N m TRUSS IN COLUMN o, T#178 SADDLE c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1910 EXCEPTION 3. HEADLOK .19"x 6.0" FLA 2x6 BEV. FASCIA o LAG SCREW ' LAMIINATED COLUMN UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING a— w 5"O.G. GUTTERS L� t b MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL. m T#144 & 146 FASCIA TRIM 24' 2090 S.C.TRUSS (D BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT O i �a SOFFIT d. CONTRACTION JOINTS UNIFORMLY SPACED 12' O.C. OR LESS w DO z HI-RIB/SOFFIT CAP `Z, O 2x6 OVERHANG NAILER /71� Z (2) 1/2"x5 1/2"M. BOLTS & (4) 20d R.S. NAILS LjLj 1 u 1"HEAVY DUTY THERMAX INSULATION J Z J W © FLUOROFLEXTM 1000 HI-RIB STEEL 3-MEMBER LAMINATED COLUMN z 1`=­_`caE 1 1/4"xl 1/4"xl 4 GA. SUPPORT ANGLE O 1 I 1 s FASTENED TO COLUMN AT EACH CORNER WITH (3) .148"0 x 2" ~ Z � 12'-0" z 0 GRADE TO HEEL ( 3 ) ROWS 2x4 NAILERS (2100 MSR SPF) iQ STAINLESS NAILS. (12 TOTAL NAILS 3-2x6 LAMINATED COLUMN PER COLUMN) Q 0 ; 14 GA. CHANNEL WITH 1/4"PLATED W a 2x2 VERTICAL BLOCKING RIVET TO SUPPORT ANGLE AT COLUMN LOCATION Z O UNDISTURBED SOIL T#167 TRANSITION TRIM 2x6 NOTCHED NAILER (2100 MSR SPF) STILT INSTALLATION �o L J FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT _ 7/16"OSB PROTECTIVE LINER >> 1 1 1 1. INSTALL PRESSURE TREATED r , O T#170 BASE TRIM ;';':'; " ,'� LOWER COLUMN WITH STILT IN THE V (1) ROW 2x8 TREATED SPLASHBOARD@ :` <•,;; AUGERED HOLE. 0 4 2. POUR READI-MIX CONCRETE INTO o '.� THE HOLE AS SPECIFIED. _ 18"LOWEST 4"CONCRETE FLOOR* X 3. BACKFILL AND COMPACT THE O MEMBER CUT-OF ANNULAR SPACE AROUND THE Z m COLUMN TO GRADE WITH SOIL ''' '`' •°� `� STILT IS O M ETR I C AUGERED FROM THE SITE. n' FINISH GRADE h O 4"MINIMUM COMPACTED GRANULAR BASE♦ V w w d 4'-0" Q vi 1 1 1 g _J _J 218M (14 GA.) COLUMN STILT® 5,� /� Z •:• '• 8"THICK MINIMUM CONCRETE (2500 PSI MINIMUM) 5� •' s BELOW BOTTOM OF LOWER COLUMN WITH 16"0 ADDITIONAL CONCRETE TO TOP OF 218M STILT (9"±). 5''? -2x6 LAMINATED PLACE CONCRETE BELOW AND ABOVE BOTTOM OF 5� COLUMN DRAWN BY. DB LOWER COLUMN IN ONE OPERATION. 22 1 NAILS , � 18 1 NAILS DATE.' 01/31/13 5� 40 1 NAILS TOTAL ` CHECKED BY. MURPHY SIDEWALL SECTIONA • DATE.* 02/12/13 SCALE: 1/2"= V-0" • ° 5' 5:c REVISED DATE.' --- t�E� REVISED DATE.* --- REVISED DATE. ---- INTERIOR REVISED DATE.' ---- EXTERIOR �� • O • L. �G� NAIL KEY A 0 0.148"x 4" (20d) NAILS O• r 0.131"x 3 1/2" HOT DIPPED GALVANIZED (HDG) RING SHANK NAILS •d Z, 3-2x6 COLUMN SPLICE FASTENING DETAIL SCALE: 1/2"= l'-0" SCALE.-AS NOTED SHEET NO. S5 OF S 7 rOFFICE: CUTCHOGUE, NY 1"H.D.THERMAX JOB NO. FLUOROFLEXTm 2000 HI-RIB STEEL 128-026300 2x4 BLOCK BETWEEN PURLINS T#16 GABLE TRIM 2x4 PURLINS @ 22"O.C.Q ti© (4) 0.135"x 2 1/4"R.W. NAILS OR 116d R.S. NAILS 2x6 FASCIA o_ T#194 TRIM (1) 20d R.S. NAIL THROUGH STRAP U SOFFIT i & INTO BRACE 'O N 2' END BRACE STRAP W/ PRE-PUNCHED ol HI-RIB/SOFFIT CAP TRIM i HOLES (BEND TO FIT) FASTENED W'/ Q_ (3) 0.140 x 1 1/2" R.S. NAILS w 024'-2x8 (NO.1 SYP) i i� co RAFTER ASSEMBLY i i 2x6 DIAGONAL BRACING FASTENED O Z 2x6 E.C.E. i / / TO COLUMN W/(4) 16d R.S. NAILS w 24' 2090 S.C.TRUSS ' ^ z i v FLUOROFLEXT^^ 1000 HI-RIB STEEL IL — —— —— — — — —— —— —— — —— — — — ADDL. 2x6NAILER — — — — ——— — — — — — —— — — — Z 2x4 TRUSS TIE Q� ui 1 1 1 1 1 W Z J J z ¢a ..._�. 1" H.D.THERMAX Q ?43T3i_ �=. O HEADER NAILING SCHEDULE 1:W D � HEADER JAMB Z ° citf V HEAVY DUTY THERMAX MEMBER UPRIGHT COLUMN 2x6 UPRIGHT 2X10 6 6 f-- Lo 2x6 NAILER 2x8 HEADER 2x8 4 4 w J 2x6, BLOCK (NO.] SYP) 5/4x6 BLOCK RIPPED IN HALF NOTES: u 2x10 HEADER 1. NUMBERS ABOVE ARE 20d R.S.NAILS = 0 T#124 (NO.I SYP) REQUIRED PER CONNECTION. ! 1 T#129 2. PRE-DRILL HEADERS AS REQUIRED TO v 2x2? BLOCK ---- O.H.D. PREVENT SPLITTING. 0/ O 3. IF NUMBER OF NAILS REQUIRED FOR T#151 I ALUMASEAL HEADER TO JAMB COLUMN CONNECTION ¢ O T#154 T#153 IS EXCESSIVE TO CAUSE SPLITTING,THE m EXCESS NAILS MAY BE INSTALLED IN 2x6 JAMB (BIEYOND) 10'-3" HEADER SUPPORT BLOCKING. ^ Q (RIPPED TO 4") V (3) 2x6 JAMB COLUMN (BIEYOND) GRADE TO BOTTOM OF 2x6 BLOCK Z 2x6 TRACK BLOCK (BIEYOND; LLI = 18" LOWEST BOTTOM 2'TREATED) Q w MEMBER CUT-OF d :t 4 OHD HEADER SECTION C �w $ FINISH GRADE SCALE: 1"= 1'-0" _J z Z 4'-0" DRAWN BY.• DB DATE.' 01/31/13 . ' . 218M (14 GA.) COLUMN STILT . 8"THICK MINIMUM READY-MIX CONCRETE CHECKED B Y.• M U R P HY BELOW BOTTOM OF LOWER COLUMN WITH DATE: 02/12/13 16"0 ADDITIONAL READY-MIX TO TOP OF 218M STILT (9"±). REVISED DATE.' ---- PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN IN ONE OPERATION. REVISED DATE: ---- REVISED DATE. ---- E N D W A L L SECTION B REVISED DATE. ---- SCALE: 1/2"= V-0" `"�`-•� : NE o• 9 . +Pt.W SCALE:AS NOTED SHEET NO. S60F S7 I OFFICE.- CUTCHOGUE, NY JOB NO. 128-026300 . a U � Q� N W m (Dz Z W Z 0 z W W W Z W ROOF STRUCTURE FASTENING SCHEDULE Z O 1 VENT-A-RIDGE TO BASE TRIM #9 x 1' STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS @ 8"o.c. z ____ Q 2 RIDGE BASE TRIM TO 2x4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB o.c.) Q W D 3 HI-RIB STEEL TO 2X4 PURLINS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) Z O Q_ 4 20 ga. GALVANIZED PURLIN CONNECTORS #9 x 1"TRU-GRIP SCREWS z 5 2x4 PURLINS TO TRUSS (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE F- J 6 2x4 PURLINS TO TRUSS (EXTERIOR ZONES) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE 7 24'STRAIGHT CHORD TRUSS TO COLUMN (2) 1/2"x 5 1/2"M.BOLTS 8, (4) 0.177"x 4" (20d) RING SHANK NAILS U f- O WALL FRAMING FASTENING SCHEDULE _ - U 8 COLUMN STILT (14 GA.) TO COLUMN (12) 0.148"x 2" (6d) STAINLESS STEEL RING SHANK NAILS 5? x GALVANIZED A x A AN STANDARD X CONNECTION 9 2x8 SPLASHBOARD TO COLUMN 7 0 10 2x6 NOTCHED NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ ALL LOCATIONS Z O 11 7/16"OSB TO SPLASHBOARD & NOTCHED NAILER 0.099"x 1-1/4"ASBESTOS SIDING NAILS n- 12 2x4 NAILER TO COLUMN (4) 0.148"x 3-1/2" (16d) RING SHANK NAILS @ ALL LOCATIONS 0 13 END RAFTER ASSEMBLY TO 2x6 END COLUMN EXTENSIONS (4) 0.177"x 4" (20d) RING SHANK NAILS LJLJ h 14 2x4 PURLINS TO END RAFTER ASSEMBLY (INTERIOR ZONES) 0.200"x 6" (60d) RING SHANK NAILS IN PRE-DRILLED HOLE 15 2x4 PURLIN TO END RAFTER ASSEMBLY (EXTERIOR ZONES) HEADLOK .19"x6.0" FLATHEAD LAG SCREW IN PRE-DRILLED HOLE h 16 HI-RIB STEEL TO NAILERS #9 x 3"STAINLESS STEEL RUBBER WASHER PANHEAD INTERNAL DRIVE SCREWS AT EVERY HI-RIB (1'-0"o.c.) W 8 17 SOFFIT TO WALL INSERTED IN PRE-FORMED SLOT IN SOFFIIT/HI-RIB CAP 18 SOFFIT TO FASCIA T-50 MONEL STAPLES (2) PER PIECE �' Q Z DRAWN BY.• DB DATE: 01/31/13 CHECKED B Y.• M U R P H Y DATE., 02/12/13 REVISED DATE. --- REVISED DATE: ---- REVISED DATE., ---- REVISED DATE. --- � } .�0 g"Fill SCALE. AS NOTED SHEET NO. S70FS7