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HomeMy WebLinkAbout45190-Z ��o�s11FF61�h�oGy Town of Southold 11/17/2021 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42553 Date: 11/17/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 25 Sterling Pl, Greenport SCTM#: 473889 See/Block/Lot: 34.-3-51 i Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/28/2020 pursuant to which Building Permit No. 45190 dated 9/11/2020 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: "as built"additions and alterations, including covered porch,to an existing single family dwelling as applied for. The certificate is issued to' Jannuzzi,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45190 11/9/2021 PLUMBERS CERTIFICATION DATED 11/8/2021 bfNiecuch A iz ignature TOWN OF SOUTHOLD FFD1.trip BUILDING DEPARTMENT ? TOWN CLERK'S OFFICE oy � 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#: 45190 Date: 9/11/2020 Permission is hereby granted to: 306 Bridge St LLC 745 Love Ln Mattituck, NY 11952 To: legalize "as built" additions and alterations to an existing single family dwelling as applied for. At premises located at: 'C 25 Sterling PI, Greenport SCTM #473889 Sec/Block/Lot# 34.-3-51 Pursuant to application dated 8/28/2020 and approved by the Building Inspector. To expire on 3/13/2022. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,756.80 CO-ALTERATION TO DWELLING $50.00 Total: $1,806.80 ni Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: 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. 8/27/2020 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 306 Bridge Street, Greenport, NY 11944 House No. Street Hamlet Owner or Owners of Property: David Januzzi Suffolk County Tax Map No 1000, Section 34 Block 03 Lot 51 Subdivision Filed Map. Lot: Permit No. rj D Date of Permit. Applicant:Eileen Wingate for Quiet Man Studio Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Appnt Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at 13235 Main Road, southold, NY (Print property owner's name) (Mailing Address) do hereby authorize Eileen Wingate for Quiet Man Studio (Agent) to apply on my behalf to the Southold Building Department. Z(0Lo (Owner's Signature) (Date) ( l A-AJw V2 (Print Owner's Name) oF so�r�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ell- ® sean.deviin(cD-town.southold.ny.us Southold,NY 11971-0959 sc` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To David Jannuzzi Address: 25 Sterling PI city Greenport st. NY zip- 11944 Budding Permit#: 45190 Section. 34 Block: 3 Lot: 51 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wilcenski Electric License No: 4723ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 42 Ceding Fixtures 10 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 7 Wall Fixtures 3 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 34 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceding Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Gas Emergency Fixtures Time Clocks Disconnect Switches 36 4'LED Exit Fixtures Pump Other Equipment. Oven, Fridge, DW, Micro, Hood, W/D Notes: New Two Story Inspector Signature: Date: November 9, 2021 S Devlin-Cert Electrical Compliance Form r Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 O BUILDING DEPAR`14ENT ® C M Towle OF SOUTHOLD► NOV0 $ 2021 BUILDING DEPT TOWN 01--SOUTHOLD CERTIFICATION Date: Building Permit No. ys 19 l ) Owner. Or T 2�� c� r� Li A) (Pledge print) Fj Plumber. RMI 8"U' l)a (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. .. (Plumbers Signature) Sworn to before me this day of 20_,A �G97� SUSAN A.RIZZO Notary Public,State of New York Notary Public,�� `� Count No.of Suffolk y Qualified in Suffolk County Commission Expires March 17,20� SOF SO//ly ---- - -- ---- �o� o� # # TOWN OF SOUTHOLD-BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: g V n , DATE INSPECTOR SOUly�lo1 9( 61�) # # T01111WN OF SOUTHOLD-BUILDING PT. �lyc0UNT1 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -FOUNDATION=2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: C�/L o 4 DATE INSPECTOR Q oOE S0(/T�O ` * # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [- ] OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM RKS: �1ow pv WON& DATE INSPECTOR V.,", q5 D �o�,aoF so�lyo6 _d # # TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 r INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND- [ ] - INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Jdr DATE ?/ INSPECTO %f suoryo # } TOWN"OF-SOUTHOLD BUILDING DEPT: oy � 765-1802 INSPEC ION , [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND f ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r� DATE INSPECTOR q/Vq4ZM0 �I I o�aOF SOUT,yo 1 # TOWN OF SOUTHOLD BUILDING DEPT. `y�ouxrt ' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] llpdGH PL13G. [ ] FOUNDATION 2ND [- ] NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL - [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE KS: 00 ilijr AM A _-"!�Trtt I Pw W_ v -b000, DATE q YC INSPECTOR e Zf souryOlo "1 l 6 /Xij # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE INSPECTOR oF souryo� `'l (J Npil'� # TOWN OF-SOUTHOLD BUILDING PT. ��ycoutm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ -] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: c be) tr t DATEIt �`v INSPECTOR OF SOUTy�� - 1-`t * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��` 765-1802 I NS-PECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND :[ --l '-INSULATION/CAULKING [ ] FRAMING /STRAPPING ['V(FINAL D�,Qu�;PECTION FIREPLACE & CHIMNEY [ ] FIRE` SAFETY [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OK -V:--VY C DD DATE 1 NSPECTOR NEW YORK IBU,IL.DING TECHNOL'OGY GROUP Affidavit Of 2020 ECCC Compliance Date: 10/17/2021 Inspection Address: 306 Bridge Street, Greenport NY This is to Certify that on 10/6/2021 the aP ove address has been tested in accordance with the provisions of the 2020 New York State ECCC: .Conditioned Floor Area: 1 1598 lConditioned Volume I NA 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: lbsrnt Leakage CFM@25: 57 Supply R-value: 8 Return R-value: 8 System 2: Leakage CFM@25: Supply R-value: Return R-value: System 3: Leakage CFM@25: Supply R-value: Return R-value: Total Combined Leakage: 1 57 CFM@25 Leakage Limit: 1 63.92 ICFM@25 403.3.34 2020 ECCC Compliance: I PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 m accarella � Certification #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project, the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com • � • • CONIMMNTS FOUNDATION -------------- ��! A FOUNDATION(ZND) - owl INSULATIONROUGH FRAMING PLUMBING ® ALMSTATE ENERGY CODE . . ter- WEN mrsm _ +1 .V C' • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey NO. Southoldtownny.gov PERMIT Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form r1 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration 2 Sluildinu g B AG 2 8 2020 PLICATION FOR BUILDING PERMIT UUMPING DEPT. 4 TOT1, "If.!� j c�x`47 1-7.1JL D '� ' '• Date 8i28i2020 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. Eileen Wingate for Quiet Man Studio (Signature of applicant or name,if a corporation) 2805 West Mill Road,Mattituck, NY 11952 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent for Owner Name of owner of premises David Januzzi 3& (As on t e ax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. TBD Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 306 Bridge Street, Greenport, NY 11944 J House Number Street Hamlet County Tax Map No. 1000 Section 34 Block 03 Lot 51 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use a and occupancy of proposed construction: a. Existing use and occupancy.SINGLE TAMILY DWELLING b. Intended use and occupancy SINGLE FAMILY DWELLING WITH POOL 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition X Other Work (Description). 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 27'0" Rear'27'0" Depth 39.7' Height Number of Stories ; Dimensions of same structure with allrerations or additions: Front 27' Rear 27' Depth 28 3' Height SAME Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 80 6' Rear 80 6' Depth 82' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO' 14.Names of Owner of premises David Januzzr- : Addres513235 Main Road,Mattituck Phone No. 631-680-1157 Name of Architect JOHN CONDON Address,-1755 Sigsbee rd Phone No 631-2981986 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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. Y 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 X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF�S: ;r3 Eileen Wingate for Quiet Man Studio being duly sworn;deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ' (S)He is the Agent for Owner (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 to before me thi Zk tt day of 20ao JUZ�W /, (�) J TRACEY L D o NR EWYOaXV1__� Notary Publ' NO.01DW63W900 Signatu of Applicant CiuALIFIEIN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30 2&,`k ���S�FFoc,�coGy BUILDING DEPARTMENT-Electrical Inspector C* = TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX (631) 765-9502 Temporary Certificate # Date of®10- 2021 Customer Namep Ll_ Electrician Name (� ),d Wj (1 Address a5 Phoney— 3(p _41aqPj e-mail I qq1 e-mail LSI Cr_ cG C o))Lahmcayi Phone License# ME- Lj-7a3 Size_3,00A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Polel P Fire Reconnect Was work done on Service? Y/S Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da from the date above. Authorized by 1 C'`� � 'tri r-A.-,-;;P�ti/*l r•+-•'�F�; �f ~ k" � Ql BUILDING DEPARTMENT-Electrical InpectorF E g _ 3p,-f 202 TOWN OF SOUTHOLD ® Town Hall Annex-54375 Main Road - PO Bo, 1;1,79F C* • Southold, New York 11971-0959' *4 , ®� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seand@southoldtownny.cov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 02 Company Name: DC-V,- JUva Name: �,, L• License No.:�,y� C ._H 7 2 3 email �� s1c► t I ,i%l�oo. L o r, Phone No: 6*7-36- b Z ,oF- �I request an email copy of Certificate of Compliance Address.: , P. o - &Q X 3 9 S ov-r-c_ J �►. 1 7 i JOB SITE INFORMATION (All Information Required) Name: 3 U (v gck 3ci f, S �c �- Address: — C 2 S Ste-cr Cross Street: --&- , J Phone No.: 6 3 1. Z3 Bldg.Permit#: qS ) 0 email: /1/ Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK Please Print Clearly) /gym Check All That Apply: Is job ready for inspection?- MYES [ NO []Rough In ❑Final Do you need a Temp Certificate?: YES ❑NO Issued On.CnntLPnd 2-11?_I Temp Information: (All information required) Service Size W1 Ph 03 Ph Size: Z-0'0 A #Meters Old Meter# [Z New Service E] Service Reconnect 2 Underground E]Overhead #Underground Laterals D 02 EZH Frame Opole Work done on Service? Ely N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx �00 0� \Vow 7- FOL BUILDING DEPARTMENT-Electrical InspectorF E 8 - 3 2021 % TOWN OF SOUTHOLD Town Hall Annex -54375 Main Road PO Box,11 79, Southold, New York 11971-0959 ,""' - 'V Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov - seand(c)-southoldtowriny-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: . 2 - 3, / Company Name: Dc-V ,- J Name: —T 1-N �-)Cv, L)64f.A License No.: r- -q-7 2-3 email:' W S Phone No: 01,7-3 1,, 2- request an email copy of Certificate of Compliance 1, 5 Address.: P v . i�,o X 3 q JOB SITE INFORMATION (All Information Required) Name: 3 o Address: Y 57 VV r f Cross Street: Isr, d, 'Phone No.: 4, 3 1- Z-3 6 -2-f Bidg,Flermit#: zk� ) 9 0 email: Tax Mar) District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK 1ease Print Clearly) ,fes 0 G Check All That Apply: Is job ready for inspection?: r--1-YES NO []Rough In E]Final Do you need a Temp Certificate?: JZYES nNO Issued Onefnwhd Temp Information: (All information required) Service Size Col Ph E]3 Ph Size: Z-0"' A #Meters Old Meter# EZ New Service [] service Reconnect L3 UndergroundE]overhead # Underground Laterals EZH Frame Elpoie Work done on Service? [ Y [gN Additional Information: PAYMENT DUE WITH APPLICATION T` L7 L) Electrical Inspection Form 2020.)1sx 0 PERMIT# ,duress: s Switches Outlets ` GFI's ' Surface �'� Sconces Ii, l -IH s UC Lis I Fans Fridge 1 HW Exhaust Oven Dryer Smokes DW Service Carbon Micro . Generator Combo Coo'Ctop Transfer AC AH- - - Mini Li Special: Comments z SURVEY OF PART OF LOTS 9 & 10 MAP OF O STERLING MANOR FILE No. 53 FILED JUNE 18, 1873 'L1 Sv • SITUATED O \ $0• FOp1pE •, un r GREENPORT �,,D� �•.a p � � TOWN OF SOUTHOLD " 6 CE °es°g ` 1 SUFFOLK COUNTY, NEW YORK 0 � N 1 0 HO "`9 _ ApE r S.C. TAX No. 1000-34-03-51 o �+� � SCALE 1"=20' °` �-A JULY 16, 2020 t9 BFp S:W 67 46,r 54 \ O 2'F N 'Ic (41T sHo�N es o 0 �� g� AREA = 6,606 sq. ft. 0.152 Co. 0. Zr v, re ''a e DECK// CO N 4 a B x 2 SS No SE ,ao, O DECK / $ \Q, PREPARED IN ACCORDANCE SURVEYS S MINIMUM y woo ., 05 ,S,N ' popeE oma` BY THE L.IAANDAR FOLs AND�R ED AN�PTTED N O 0 mL ;3N' CE , °fir 7FJIILRE ASSOSUCH CIATIONTME NEW YORK SPATE LAND CKc __ o � � ��• oN SO.60 q a • > a c ' st'�oLi \ UJ/ N 3.]"R CWPx VEpTtFA� 'O:pA`1Ek� • • • . ° � ANO T4 EDGE ° CCNC MON ♦ 7'00 ° r r r 5 �A O a • \UY'1 w000�� N r g Y � •�(\Y r ° �. a '�g�L l• S S �•� \ N.YS Lia No 50467 TO THIS Al1EA VIO7 R ADDITION Nathan Taft Corwin III Y To THIS RIED IS A wouOR of SECTION 7209 OF THE NEW YORK STATE EDUCATION LAWCOPIESLand Surveyor 1 COPIES OF THIS SURVEY MAP NOT BARING EM LAND SURVEYORS INKED SELL OR EMBOSSED SI SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY CERITICATIONS INDICATED HEREON SHALL RUN Successor To Stanley J Isaksen,Jr LS ONLY TO THE PERSON FOR WHOM THE SURVEY Josephs A Ingegno LS IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND Title Surveys—Subdimons — Site Plans — Construction Layout LENDING INSMRON LISTED HEREON,AND To THE ASSIGNEES OF THE LENDING INSD- PHONE(631)727-2090 Fax(637)727-1727 TUDCN.CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT of WAYS 1586 Main Road P 0 Box 16 ANDEASEMENTS OF RECORD,IF ANY,.NOT SHOWN ARE NOT GUARANTEED. James Dort,New York 11947 James port,New York 11947 Generated Compliance Project 306 Bridge Street Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-farhily Project Type: New Construction Conditioned Floor Area: 1,592 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor. 306 Bridge,Street John Condon Greenport,New York Condon Engineering 1755 Slgsbee Road Mattituck,New York 11952 condoneng@optonline.net P 0Compl(ance: 1.0%Better Than Civlaximum UA: 308 Your UA: 305 Maximum SHGC: 0.40 YaUr SHGC. 0.27 The°h Better or Worse Than Cod-).de.reflects;how Close to compliance the house is based an Inde trade-off rules. It HOES NOT provide an est(r�ia[e of energy use or cost relaI to a minimum-code home. Envelope Asse blips MCI Ceiling:Flat Ceiling or Scissor Ttuss 856 49.0 0.0 0.026 22 East Wall:Wood Frame, 16"o.c. 648 20.0 0.0 0.059 32 Door:Solid Door(under.50%glazing) 20 0.390 8 Window:Wood Frame 14 0.320 4 SHGC.'0.27 Window 1:Wood Frame 14 0.320 4 SHGC:0.27 Window 2:Wood Frame 14 0.320 4 SHGC:0.27 Window I Wood Frame 8 0.320 3 i f 1 t West Wall:Woad Frame, 16"o.c., 648 20'.0 0.0 0.059 34 Door,'Solid Door(under 50%glazing),, 20 0.390 8 Window 9;Wood Frame 5 0.320 2 SHGC:0.27 Window 10:Wood Frame 5 0.320 2 SHGC: 0.27 Window 11:Wood Frame 5 0.320 2 SHGC;0.27 Window 12:Wood Frame 15 0.320 5 SHGC:0.27 Window 13:Wood Frame 15 0.320 5 SHGC:0.27 Window 14:Wood Frame 7 0 320 2 SHGC:0.27` Window 15:Wood Frame 7 0.320 2 SHGC:0.27 South Wall:Wood Frame, 1611 o.c. 468 20.0 0.0 0.059 19 Door: Glass Door{over 500/o_glazing) ,21 0.320 7 SHGC:6.27 Window 16:Wood Frame i5 0.320 5 SHGC:0.27 Window 17.:Wood Frame 15 0.320 5 SHGC:0.27 Window 18:Wood Frame 15 0'.,320 5 SHGC:0.27 Window 19:Wood Frame, 14 0.320 4 SHGC:0.27 Window,20:Wood.Frame 14 0.320 4 SHGC:0.27 Window 21:Wood Frame 17 0.320 5 SHGC:0.27 Window,22:Wood Frame 17 0.320 5 SHGC:0.27 Window 23:Wood Frame 17 0.320 5 SHGC:0.27 North Wall:Wood Frame,16 o.c. 466 20.0 0.0 0.059 21 Window 24:Wood Frame .15 0.320 5 SHGC:0,27 Window 25:Wood Frame 15 0.320 5 SHGC:0.27 Window 26:Wood Frame 12 0.320 4 SHGC:0.27 Window 27:Wood Frame 12 0.320 4 SHGC:0.27 Window 28:Wood Frame 14 0.326 4 SHGC:0.27 Window 29:Wood Frame 14 0.320 4 SHGC:0.27 Window 30:Wood Frame 14 0.320 4 SHGC:0.27 Window 31:Woodframe 14 0,320 4 SHGC:0.27 Floor:All-Wood Joist/Truss 856 24.0 0.0 0,039 33 Project Title: 306 Bridge Street" Report date: 08127/20 Data filename: Page,2 of 3 t Compliance Statement, The proposed building design described here is consistent with the,building plans,specifications,and other calculations submitted with the permit application,The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version: RESchec�k7-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 7Uame-Title � Date Project Title: 300 Bridge Street Report date: 08/27/20 Data filename: Page 3 of 3 Generated - - Compliance Certificate Project 306 Bridge Street Energy Code: 2018 16CC Location: Greenp®rt, New-York Construction Type: Single-family Project Type: New Construction 'Conditioned Floor Area: 1,552 ft2 Glazing Area 18% Climate Zone: 4 45572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 306 Bridge Street John Condon Greenport,New York Condon Engineering 1755 Sigsbee Road Mattituck,New York 11952 condoneng@optonline.net r c e u ,,. Compliance Z.Q°l°Better Than Cade Maximum UA: 308' Yaur UA' 305 Maximum SHGC: 0.40 Yaur SHGC: 0.27 The 46°Better or worse Than Code'Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT prOvide an,esttiiate or energy use or cost relative to a minimum-code home. Envelope Assemblies a Ceiling:Hat Ceiling or Scissor Truss 856 49:0 0.0 0.026 22 East Wail:Wood Frame,•16"o.c. 648 20.0 0.0 0.059 32 Door:Said Door(under 50%glazing) 20 0.390 8 Window:Wood Frame 1 SHGC:0.27 4 0.320 4 Window 1:Wood Frame 14 0.320 4 SHGC:0.27 Window 2:Wood Frame 14 0.320 4 SHGC:0.27 Window 3:Wood Frame 8 0.320 3 1 I 3 i 1 S } o - West Wall:Wood game, 16"o.c. 648' 20,0 0,0 0.059 34 Door:Solid'Door(under 50%glazing) 20 0.390 8 Window 9:Wood Frame 5 0.320 2 SHGC:0.27 Window 10:Wood Frame 5 0.320 2 SHGC:0.27 Window 11:Wood Frame 5 0.320 2 SHGC,0.27 Window 12:Wood Frame 15 0.320 5 'SHGC-.'0.27 Window 13: Woad Frame 15 0.320 5 SHGC: 0.27• 'Window.14:Wood Frame 7 0.320 2 SHGC:0.27 Window 15:Wood Frame 7 0.320 •2 ,SHGC:0.27 South Wail:Wood Frame,16"o.c., 468 20.0 0;0 4.059 19 Door: Glass Door(over 50%glazing) 21 0.320 7 SHGC:0.27 Window 16:Wood Frame 15 0.320 '5 SH'GC: 0.27 Window 17:Wood Frame, 15 0.320 5 SHGC:0.27 Window'18.Wood Frame '15 0.320 5 SHGC:0.27 Window 19:Wood Frame ' 14 0.320 4 SHGC.0.27 Window 20:Wood,Frame 14 0.320 4 SHGC:0:27 Window 21:Wood Frame, -17 0.320 5 SHGC:0.27 Window 22.Wood Frame 17 0.320 5 SHGC:0.27 Window 23:Wood Frame 17 0.320, 5 SHGC:0.27 North Wall:Wood Frames UP o.c. 468 20.0 0.0 0.059 21 Window"24:Wood Frame IS 0.320 5 SHGC:0,27, Window 25:Wood'Frame 15 0.320 5 SHGC:0.27 Window 26:Wood Frame 12 0.320 4 SHGC:0.27 Window 27:Wood Frame 12 0.320 4 SHGC:0.27 Window 28:Wood Frame 14 0,320 4 SHGC:0.27 Window 29:Wood Frame 14 0.320 4 SHGC:0.27 Window 30:Wood Frame 14 0.320 4 SHGC:0.27 Window 31:Wood Frame 14 0.320 4 SHGC:0.27 Floor:Ail-Wood)oistfrruss 856 24.0 0.0 0.039 33 Project Title.,306 Bridge Street Report date: 08f27l20, Data filename: Page 2 of 3 e Compliance Statement, The proposed building design described here is consistent With the building plans,specifications,and other calculations submitted With the,permit.application.The proposed building has been designed to meet-the 2018 IECC requirements in REScheck+Version: RESche'ck-Web and-to comply With the mandatory requirements listed in the REScheck Inspection Checklist. Name- le •d � '~,"'u,,-^,w.,-�„z ,.. �'�' Date Project Title: 300 Bridge:Street Report date: 0.8/27/20 Data filename: Page 3 of 3 --------- ---------- REVISIONS: _GENERAL NOTES: APPLICATION FOR BUILDING PERMITj EQUIPMENT SHALL -- _ 1. ALL WORK MATERIAL AND E Q BE IN ACCORDANCE WITH THE NEW YORK NEW ADDITION AND INTERIOR ALTERATIONS -_ STATE UNIFORM BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, ! AND LOCAL AUTHORITIES. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM 28 DAY STRENGTH OF 3000 PSI. ! z 3. ALL LUMBER SHALL BE GRADE STAMPED - '�`f j ( o DOUGLAS FIR-LARCH STRUCTURAL GRADE #2 I F- NORTH LU OR BETTER. "''" 4. PROVIDE DOUBLE HEADERS AND TRIMMERS W r_ -- AT ALL STAIR AND FLOOR OPENINGS, POSTS �- ` ! I•••' d. AND PARALLEL PARTITIONS, EXCEPT AS NOTED \ ! Q ON DRAWING. -- 5. BRIDGING TO BE PROVIDED FOR ALL JOISTSc) cn AND FLOOR BEAM. SPACING NOT TO EXCEED 8J ! w z FT. W 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR(S) PRIOR TO 2Z' _- START OF CONSTRUCTION AND ORDERING OF PROPOSED MATERIALS. THIS FOUNDATION HAS BEEN POOL Z j z DESIGNED FOR A SOIL BEARING CAPACITY OFPROPOSED TWO (2)TSF AND GRADES LESS THAN 5°/D HOT TUB +, I z W W CONTRACTOR SHALL VERIFY THAT THESE \. PROPO ED `, O CONDITIONS ARE MET. ALL FILL BENEATH �, (' E= CONCRETE SLABS TO BE COMPACTED TO 95% �; CABA \ RELATIVE DENSITY. 0 7. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM IS INSTALLED. CVN) 8. ALL HEADERS 6 FT IN LENGTH AND OVER TO CV BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FT 3�_1" \ Z AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF (2) 2x8" OR AS NOTED DW 9. PROVIDE FIRESTOPPING AT ALL LEVEL PROPOSED/ EXISTING \, PENETRATIONS. ' �is-z' ADDITION DECK 10. PROVIDE FLASHING AT ALL ROOF BREAKS, CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS, DECKS, ETC. GATE O O D NOT SCALE DRAWINGS 11. C 12. DESIGN CONSULTANTS OR RECORD c'+ EHOUSE - j� I •s= la ARCHITECT-ENGINEER ARE NOT RESPONSIBLE 0L0 Y _ FOR THE INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING �, PROPOSED •— (DGVEL �.. AND BUILDING CODE COMPLIANCE SHALL BE \`� PA KIINNGAREA APPROVED "�OT ED RESPONSIBILITY OF THE CONTRACTOR(S). GATE P PROVED S OIED I I W y EX�StING 1 I<.. a'. I b.. ! i —"'-' VERED 13. DESIGNER, ARCHITECT, OR ENGINEER MUST CpOFtCH ���- J DATE; 1 ' 1 �� ��� - ! _ •� V ,..��,,:.�.�. B.P.#` BE NOTIFIED IN WRITING BEFORE ANY '- f FE "60 F',Y:__�. . CHANGES ARE MADE TO PLANS. - NOTI, Y BUILDING Dir',^.PTG1ENT AT I ; � � ♦�', 14. ELECTRICAL AND MECHANICAL 765-1802 s AM TO 4 PM FOR T{�E j p COMPONENTS TO BE DESIGNED AND SPECIFIED FOLLOWING INSPECTIONS: V r � 1. FOUNDATION - TWa REQUIRED BY OTHERS. / FOR POURED CONCRETE TRUSS PLACAR®ING RPRUIRFD 2. ROUGH - FRt�IVING & PLUIvIDIUG T 15. CONTRACTOR SHALL OBTAIN ALL PERMITS J - r AND INSURANCE NECESSARY TO PROTECT THE 3. INSULATION ;',``' 4. FINAL - COP,STR'.1CTION MUST ENGINEER AND OWNER. /� ✓P, *, ` BE COMPLETE FOR C.O. - - 'T:�:t!,f^^ �±•n�+E , .,,,.� ALL CONSTRUCTION SHALL MEET THE ! I e PROPERTY LOCATED AT: REQUIREMENTS OF THE CODES OF NEW 306 BRIDGE STREET GREENPORT, NY 11944 YORK STATE. NOT RESPONSIBLE FOR ! j TOWN OF SOUTHOLD DESIGN OR CONSTRUCTION ERRORS. COUNTY OF SUFFOLK, STATE OF NEW YORK i�i�1S��s Grp?f iFiCATION DISTRICT: 1000 SECTION: 34 BLOCK: 3 LOT: 51 n?V LEAD CONTENT BEFORE COMPLY WITH ALL CODES OF w� .. LOT SIZE 6,564S. R r II=ICATE OF OCCUPANCY NEW YORK STATE & TOWN CODS ` F. S0LDER USED IN WATER AS REQUIRED A - OF _ ; SifPtJLY SYSTEM CANNOT SOUTNOLD70V'�"JZF� BUILDINGS PATIO AND DECK o ! PROJECT: 2020-030 EMCEED�/1 D OF 1/ LEAD. SO�IOLD N PLk1!11%?1 EXISTING EXISTING DESIGN CRITERIA: DT "°1TF4fEES DRAWN BY: DLB 912 S.F. 317 S.F. . -----Additional I � ' �i j CHECKED BY: JC PROPOSEDPROPOSED LIVE LOAD DEAD LOAD Certification 99 S.F. o S.F. GROUND SNOW LOAD 25 PSF. 15 PSF. LIVING AREAS AND DECKS 40 PSF. 15 PSF. May Be Required. ,�, 40AaC OR D DATE: JUL. 30, 2020 GARAGE/CABANA TOTAL SLEEPING AREA 30 PSF. 15 PSF. PLUMBING �ki � _ 96 s.F. sn S.F. ATTIC 20 PSF. 15 PSF. ALL PLUMBING WASTE a; J ! I SCALE: 1" = 10'-0" WIND SPEED 140MPH &WATER LINES NEED All exterior lighting �tT.E IS UNLAkN FUL ; ; TESTING BEFORE COVERING Installed re weed or R>P -� � ^' --------- SEISMIC DESIGN CATEGORY B repaired shall � I s fflUT CER11 MCAT I SHEET NO: TOTAL O o 7 S.F. WEATHERING SEVERE P L 'j�— ` k k b POOL FROST FROST LINE DEPTH 36" to Chapter 172 OF OCCUPANCY' TERMITE MOD. - HVY. of the Town Code ROOF RUN-OFF DECAY SLIGHT RETAIN T s 2sc.F. ICE SHEILD REQ. YES STORM WATER RUNOFF PURSUANT TO CHAPTER 236 J OF THE TOWN CODE. I REVISIONS: cl) Z EXISTING LAUNDRY LLJ L---- --- Lu - EXISTING Lu Lu BEDROOM EXT'G -BATHROOM uj uj CLOSET Lm it EXISTING j to FRIDGE HI DECK uj EXISTING KITCHEN EXISTING DINING ROOM it it CN Lc) 0 .VA EXISTING LLJ COVERED PORCH EXISTING 0 C/) EXT'G : LIVING ROOM LO FOYER : : 0 tCf CELLAR ENTRANCE III it III II it EXISTING SUN ROOM PROJECT: 2020-030 DRAWN BY: DLB CHECKED BY: JC DATE: JUL. 30, 2020 = 1 1-0 .111 11 SCALE: 4 SHEET NO: FIRST FLOOR DEMO PLAN- 2 REVISIONS: cf) Z 0 Lu uj %fop >— z uj Lij z tn w 0 Z LJ z uj z 0 EXTG uj BATHROOM, Z -j I EXISTING BEDROOM EXISTING BEDROOM 014 Lo 0 CLOSET L uj 0 EXISTING ul) BEDROOM 0 PROJECT: 2020-030 DRAWN BY: DLB CHECKED BY: JC DATE: JUL. 30, 2020 = 1 1-0 !it 11 SCALE: 4 SHEET NO: SECOND FLOOR DEMO PLAN- 3 . REVISIONS: Foundation Notes: j 12'-2" 15'-11" 4 4 The contractor is to verify all measurements in the field and any _______ discrepancies are to be brought to the Engineer prior to construction. I I I IEW CELLAR ENTRANCE 1 -All concrete 4,000 psi after 28 days minimum. ' I 2 -All rebar ASTM A-615 Grade 60. I Z I 3 - Footings are to be installed on undisturbed virgin soil. The 0 I ------------------------------- bottoms of all footings are to be installed a minimum of 3' below LU I ;° I ;•. I grade unless indicated otherwise. ~ I I I I •r--------- r- � J —':� --------------� I ------ --- '; ----- I I I 1 :`:::4 •.• " ..:. ,. ::,;;;:; I EW 8"P.C.FOUNDATION WALL I ' I 4 -All snap off form ties are to be removed and remaining W ., .. openings are to be sealed/grouted. J d" Ir------ --- — ---------- ' I I C7 F .+; I I I 5 -The foundation contractor shall coordinate with the plumbing O and electrical contractors relative to installation of sleeves and Z i LL ci j .. r 8 other penetrations prior to pouring concrete. Z Ci X UJ ® o j -j'. j co o NEW BASEMENT 6 - Install isolation joints along foundation walls and at column and Z _� w @� I I other floor penetrations. _ if rl Z NEW 4"P.C.SLAB I I 0 Q I I z ---WITH VAPOR BARRIER I '• I 7 - Installed contraction joints in the cellar floor slab every 18' a' I I 2"x 8"LEDGER UPON 4"CRUSHED STONE I I Q z BOLTED W18"LAG BOLTS I I minimum. Lii W 16"O.C.STAGGERED i 8 - Foundation excavation is not to be back filled prior to the Z I ";• I _________ �:—j installation of the floor framing. 11 (, I I EXISTING DECK 9 - Backfill along foundation walls is to be clean material and is to Alft Ir- --------------------- — -- -------- ---_------ ----� I I I OPEN FOUNDATION WAIiL be mechanically compacted in 6"lifts to 95% of maximum dry FOR BASEMENT ACCES I I density. I I Y ' I . II XO 3' L_G�'_ i 10 - Follow cold weather concrete treatment relative to add W I IN = ( LL ( XI I I mixtures in accordance with ACI 212.3R. Use Air-Entraining Z I i~ Z N I i admixtures per ASTM C260, AASHTO M154 or Water Reducing o -� I Iw F— —' -, 01- 1 1 cc, I I and Set- Controlling Admixtures per ASTM C494, AASHTO M 194 I I EXISTING 3"x 6"GIRDER(ON FLAT) __ i i EXISTING z I I I only. Do not use Calcium Chloride or other corrosive type I I admixtures BASEMENT I I L--11I-J X ( ih i— NEW(2)2"x 6"F.J. I I I I (o v ^I z I I U I I X p v F-- U) 1 r—W X I I WI I I I I I x W. I I I ICN -- - .� Lo L-------- ------ ----- -I I L I i - O Q' _J LL --� I 0 I I CD �j 2"x 8"MCQ LEDGER I I W ' I •� Z CCN ; 8.W18" LAG BOLTS I I I EXT'G 2"x 6"F.J. W 70 16"O.C.STAGGERED I I @ 16"O.C. (0 I I 2E � I I X I I = 2E –I I Cl) I 0 cn Z _(2)2"x 10"MCQ GIRDER— I \� z I I = Lo I I cnI Q W , I I V r I I I 001 I I I 11 I I EXT'G 2"x 6"F.J. J 4"x 4"MCQ POST I @ 16 O.C. L––––J WRAPPED IN COMPOSITE I L--------------------------J I UPON 24"SONOTUBE FOOTING I I - L---------------------------------i •. ,. 01 EXISTING NEW TOP OF FOUDATION "x 4"MCQ POST ,v GRADE o NEW CONCRETE FOUNDATION WALL SIMPSON PB44 EXISTING CONCRETE 4 POST BASE FOUNDATION WALL PROJECT: 2020-030 ,_o. i_:I.il 11 I`- ::.• ll==1�' 10"SONOTUBE DRAWN BY: DLB I���{ •• • 'd(_�(�• P.C.DECK PIER ziT CHECKED BY: JC NEW#5 STEEL C? ' REINFORCING RODS co 4. @,2"O.C.VERTICALLY DATE: JUL. 30, 2020 A_I G�l' SCALE: l„ _ 1'-0" COMPACTED 4 — _/ SHEET NO: POROUS FILL �NONOTUBE PIER DETAIL FOUNDATION CONNECTION DETAIL PROPOSED FOUNDATION PLAN N.T.S N.T.S 4 ', REVISIONS: Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: _----- -- -- -- - 12, 2„-- - - -- ----�- - ------ -- - -- -------15'-11"-- -- ---- - --- - - --- Fb=825 psi - - Fv= psi 3'-2"-------�/-- - -------6'- -- -- ------ - -/--2' 11"-- -- - --3'-6"------� - - ----------------9' ---�-- ---3'-6"--------- Fc perp - Z =625 psi Z E= 1,600,000 psi Q -- - -- - TW3 310 TW30310 2. All Parallam(PSL) Lumber is to have the following minimum specifications: (2)2"x 8"HDR. O 0 (2 "x 8"HDR. Fb=2,900 psi LU TW304 W3046 I Fv=290 psi W ---- ---- I O O Fc perp=750 psi I••— (2)2 c 8"HDR. (2)2"x 8"HDR. i (2) "x 10"HDR. E=2,000,000 psi a Rill i- -- - -------------- ----------- --t---- -- -------- -------- -- -- ---- -- 3. All Microllam(LVL) Lumber is to have the following minimum specifications: r I I --- O U r A I A Fb=2,600 psi 8 O Fv=285 psiZ O v u v --- I �, F- Fc perp=750 psi W LU CC) FRIDGE° E= 1,900,000 psi ® Z ANEW DEN/OFFICE DW Q 4. All Glued Laminated Beams(GLB)aka Anthony Power Beam are to have the O z r-----, Lu following minimum specifications: ® a ^Pe I —� (-1 I o Z - — -- �6^ ? Fb=3,000 psi z e a SAa ---- -- ---- - - -- -- Fv=300 psi Q 0 0 °° - -- - ----- - - - --- - - W 9si, " I Fc perp=805 psi O (2)2"x 8"HDR. c'6 y/ iv c� E=2,100,000 psi EXISTING DECK � (' - ---- -------- ----------- 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be ~ (2)2"x 10"HEADER (2) 1.75"x 7.25"LVL FLUSH HEADER nailed/bolted in accordance with the manufacturer's specifications. Q �S NEW LAUNDRY moo! 6. All TJIs are to be installed in accordance with the manufacturer's specifications and Q o EXISTING 2"x 8"F.J. shall include squash blocking and web stiffeners at bearing points on girders and co @ 16"O.C. _ other load bearing areas. cc _ 7. All straps,connectors,plates, bolts, nails,etc.are to be galvanized or stainless - DRYER WASHER = IF LL I � p p g Z -1 a steel. Designated connectors,strap etc.on these drawings are made by Simpson Z a unless indicated otherwise.All connectors,straps etc.are to be nailed/bolted in w � N accordance with the manufacturer's specifications. X U -' CLOSE N J NEW!DINING OOM 8. All floor sheathing is to be Z%Z inch AC type plywood,tongue and groove,with an o c� m --. f, APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor !,S cy 3 I ---------_ ---_-- ------------------ joists(6"O.C.edges and 12"O.C. field). (n I L" E) J I I Q LJ NEW " w J 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be V M BATHROOM FOYER ---;---- T N ® nailed with 10d common nails 6"O.C.edges and 12"O.C.field. — No I X Q� � I X 10.Solid blocking is to be installed every 8'max or mid span of all floor joists with c, spans exceeding 8'. = N M �o�o i✓® 11.Double joists are to be installed below parallel walls. •L L0 1.7 "x 7.25"LVL e/w1 0.625 FP FLUSH n0 r (2)2"x ( )—--—---J---—--X N 12.Blocking is to be installed at all point load bearing points. � `L. 8"HDR. 0o I p r� _--------- N I 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated •� I N otherwise. Z REBUILT ------- —------- ---__ -- -- ------- EXIrTING2"x8' F.J. 14.All bolts nuts and washers are to be hot dipped galvanized. W u) Y COVERED PORCH �16A Steel Notes : p U ---__--- __ -- -- f NEW LIVING ROOM F P All steel is to be ASTM Specification A-992-50 O rZ _ All Tube Steel ASTM A500-GR-46 j ? - - - — — * All bolted connections are to be made with A-325 bolts. --- - � �- 4, / N b * All welded connections are to be done by a certified welder and conform to AWS (2)2"x 8"HDR. (2)2"x 8"HDR. (2)2"x 8"HDR. N and AISC standards. j TW 056 TW 056 TW3056 All weld joints are to use E70XX electrodes. * Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem M1 4'-6"- Prime at 2.0-3.0 MDF. * Y"web stiffeners are to be installed at all point load bearing points and over all column supports. * All columns are to be bolted to steel girders with y"bolts and to wood girders with Yz"lag bolts. * All girder splices are to be made above columns. (2) 1 3/4"X 7.25" LVL 5/8"0 Bolts PROJECT: 2020-030 DRAWN BY: DLB _ --- CHECKED BY: JC -- --- ----------— --- -- - - ----- - DATE: AUG. 25, 2020 (1) 0.625"A363�4 �— 2.. SCALE: 4" = 1'-0" Steel Flitc Plates SHEET NO: PROPOSED FIRST FLOOR REVISIONS: WINDOW AND DOOR SCHEDULE QTY. BRAND MAN. CODE SIZE TYPE NOTES 7 ANDERSEN TW30410 3'0"x 4'10" DBL. HNG. CUSTOM GRILL, (1)TEMPERED 6 ANDERSEN TW3046 3'0"x 4'6" DBL. HNG. CUSTOM GRILL 3 ANDERSEN TW3056 3'0"x 5'6" DBL. HNG. CUSTOM GRILL 00, 15'-11" 2 ANDERSEN TW30310 3'0"x 3'10" DBL. HNG. CUSTOM GRILL 2 ANDERSEN TW2032 2'0"x 3'2" DBL. HNG. CUSTOM GRILL (1)TEMPERED 3'-2"- 0'-2--11" 3'-6" 3'-6" 2 ANDERSEN TW20310 2'0"x 3'10" DBL. HNG. CUSTOM GRILL O 1 ANDERSEN (3)TW20310 6'0"x 3'10" DBL. HNG. CUSTOM GRILL, MULLED — TW30410 TW30410 - - - -------- --- ------ — -- 4 ANDERSEN AW251 2'4"x 2'4" AWNG. CUSTOM GRILL (2)2"x 8"HDR. (2 3 ANDERSEN AW251/CW135 2'4"x 5'9" AWNG./CSMT CUSTOM GRILL, MULLED ® wi 1 ANDERSEN ISPD29611AL 2'9"x 6'11" EXT. DOOR NO GRILL W M ---- --------------__.-..-.----.-.._. --- H tt o o 1 ANDERSEN ISPD29611AR 2'9"x 6'11" EXT. DOOR NO GRILL Jft �, 00 1 N/A 3070 RH 3'0"x 7'0" EXT. DOOR a GLASS, BLACK Q Qa N 1 N/A (2)2670 5'0"x T0" INT. DOOR BUILDER SPEC., FULL GLASS r p A N NEW BEDROOM 1 ED —A ® 1 N/A 2670 LH 2'6"x 7'0" INT. DOOR BUILDER SPEC. 0 N 8 BATHROOM 8 N 1 N/A 2670 RH 2'6"x 7'0" INT. DOOR BUILDER SPEC. Z ' " Lu 1 N/A 2470 RH 24 x 7'0" LLJ INT. DOOR BUILDER SPEC. p NEW 2"x 8"C.J. � ® Q @ 16"O.C. p 1 N/A 2070 LH 2'0"x 7'0" INT. DOOR BUILDER SPEC. Z w ' U2 2 N/A (2)2068 5'0"x 6'8" INT. DOOR BUILDER SPEC. %Q a 5.0ti 2 N/A 2668 LH 2'6"x 6'8" INT. DOOR BUILDER SPEC. �oo� °ss 1 N/A 2668 RH 2'6"x 6'8" INT. DOOR BUILDER SPEC. Q ® W �s 2 N/A 2468 RH 2'4"x 6'8" INT. DOOR BUILDER SPEC. ui –CLOSET— ss`y 1 N/A 2468 LH 2'4"x 6'8" INT. DOOR BUILDER SPEC. TW 046 TW 046 ® 1 N/A 2068 LH 2'0"x 6'8" INT. DOOR BUILDER SPEC. (2)2"x 8"HDR. (2)2"x 8"HDR. o x _ �m x= Q- x= I IN o00 znN x I Q r�I u-1 N I QU NI Cl W � I 00 X ❑ N z Q I (V � � � W i �M N ----- ROOF v X M U N I QU _ °ci o MASTER " 00 NO MASTER BEDROOM o6oQ� BATHROOM I u;Lo N N Z iv EXISTING 2"X 8"C.J. \ I �� NEW BATHROOM NEW MASTER BATHROOM NN ~ � N @16"O.C. N IQU ih X " `• i LLI V i � I04 CO I ----- r H• ,}, X � LAV. IAV. W.C. r' r W.C. w ❑ I CLOSET �Qss`y CLOSET " " " W R N �= -a (p� x J u M (2)2"x 8"HDR. (2)2"x 8"HDR. �� TW 046 TW 046 CLO. WU)�o i T V �� O (!) Eo NEW BEDROOM 2 s = �, TO EXISTING SANITARY SEWER SYSTEM O °'' x EXISTING 2"x 8"C.J. @ 16"O.C. N ;r, PLUMBING RISER M (2)2"x 8"HDR. (2)2"x 8"HDR. (2)2"x 8"HDR. M N.T.S TW30410 TW30410 TW3 410 -------3'-6"--------- ------------4'-6"--- - - ------4'6" --- _..---3'-6"--------- - PROJECT: 2020-030 DRAWN BY: DLB CHECKED BY: JC DATE: JUL. 30, 2020 SCALE: 4" = 1'-0" SHEET NO: PROPOSED SECOND FLOOR REVISIONS: O r- - H LLJUJw �w Q 0 NEW 2"x 8"R.R. NEW 2"x 8"R.R. Z 00 0 @ 16"O.C. ' @ 16"O.C. wLU x Ix 1 04 ZI.L. Z (Z Q CL O ' < ® w li O O —————————————— \\ `\ EXISTING 2"x 6" R.R. \, @ 16"O.C. � Q \ N ° \ ImI w z � W z \�. NEW 2"x 8"R.R. \� \ w \ IZ @16"O.C. EXISTING 2"x6" R.R. @ 16' O.C. EXISTING RIDGE BEAM I w i Q° U / x O -04 II— — ' Z , N Ln w EXISTING 2"x6" R.R. Lc) I 'L 16"O.C. 0 VT •- �, �. wU i /� \\ L _ L- - - - o \ ♦0 ti N _ , V r / zFLn \ w \, a - - - - - - - � 9 ; PROJECT: 2020-030 DRAWN BY: DLB CHECKED BY: JC DATE: JUL. 30, 2020 SCALE: 4" = 1'-0" SHEET NO: ROOF FRAMING PLAN REVISIONS: F-1 NEW WOOD FRAMED CHIMNEY BOX —W1 LIGHT GREY LARGE FORMAT T MASONRY TILE EXTERIOR cn z j L uj uj T —J- NEW 6"T.W.GRADE#1 CEDAR SHINGLES T ---NEW BLACK WINDOW FRAMES Q Q7 0 LT IT I,T T�-`T_�i � �T � T Lu Lu t is T I I NEW ATAS STANDING SEAM METAL T ROOF IN ASCOT WHITE TF T T-T] 0 0 T -TT T� T-y 7 -Till z z Lu T Lu z NEW 36"HIGH WALL 41 -T L NEW 36"HIGH STEEL RAILING IN BLACK W/GLASS INSERTS W/CEDAR TO MATCH HOUSE tT P uj 1 L L A-i I F 'ITT -T -TJT 0 T -� I z J -� T- - - LLI 'T- -7-J-- T li t YT T41 ' Tt -7---7"7-= =7 -7 1 ! 11M I 1 11 1 1 111 1 IT NEW 4"CEDAR LATTICE c. Zi7 I,-Llflil PROPOSED FRONT ELEVATION 6 El a: Lo T C) NEW GAF ASPHALT ROOF SHINGLES N MISSION BROWN OR BARKWOOD UJ U) OR WEATHERED WOOD 0 cn T Lo L Lo 0 NEW 6"GRADE#1 CEDAR FASCIA BOARDS -j v L L T1---[-T-- T Ft TF -T T1 J—] I L - T i T NEW ATAS STANDING SEAM METAL I J- ROOF IN ASCOT WHITE NEW DECORATIVE MARITIME STYLE -T-- -T� T- rs of IL 1".1. -- - - 111 —11 1 TrT - i- i L I-T- �,._i_ 1__i._ _ ;f. .� LIGHT FIXTURE IN BLACK -1- T dT T I F LT PROJECT: 2020-030 NEW 6"GRADE#1 CEDAR DECKING 4 L El -F-T- J DRAWN BY: D L B F-F 1 00 CHECKED BY: JC -7-1 ;1' I� _�T _TAIL j- TI DATE: JUL. 30, 2020 T- T T- t.J A.- 71, T1 !if = SCALE: 4 INISH FLOOR SHEET NO: PROPOSED REAR ELEVATION_ --T -T FEE T T TSI -T YLE� REVISIONS: NEW ATAS STANDING SEAM METAL ROOF IN ASCOT WHITE cn UJ 1 F__ -T rI i_ I TL I __ Z_ L�,- 11 T j , : Lu J__ II L_T_ _ 1 - - - - T - 1 - o F� �.J - � . ,-)-- �1��,.1� 1 W Z i ..T T _ :1-_�� L ! --r 11. 1- [.. 1- F- _ T _� r ; - T __U_ 1 1 T_ ,I T l l-i7_1 1 W--. T - vJ_ ; CC � 4 s T T _T w uj1E11E El ! , : ! - - ,_- A „ TLI . 1_ 711 ° i ii �- 1 L T�1 i ! i uj TITF1 , 1 [---FINISH FLOOR PROPOSED EAST ELEVATIONEl D "• w C N O NN ZZ uJ INI O cn Lo I_` F=11iT. �1-I-I-_ 1, LEI I - i -i-- I_ _ -�--_1_ ' TT - -�--7-- _ -�T_J _ _ 1-! a 1_ _ - -7_1_ r TTI;_)_ T___._1" -I-�- � I- ,- _ r� _ _ r T I T� � IrI'T—r1 I P �. ��_. -I__f..�. .f_�.,�� �i. .��.� _ _ .� ..3. S.-.,.L L�_ _ TOP OF WALL i- _I- � f I Li T _1 T[_,i_i_I� � .;_Z l-T I- -[ � _) -L ,T �. I:1I I- [ I 1 I - lr-� I-- I-- -- 1 - T_ PROJECT: 2020-030 f_ _ _ _[ r ..�_1.I .=L -.-_.._ _L 1.. 1_ I. . _ ._1_ f__ ) [ .i _LI L_I !_ i.--I .�. "' L_I..�_.. NEW MCQ POST WRAPPED IN 1. 1 _ 1 1_ � L ( I ._) 1 _T__-� i __-- a_ GRADE#1 CEDAR DRAWN BY: DLB _ T I_.- .- I_ _l T�T _ _�_l_j i I S LSI a 1 I T 1 l_-J I �J1T-� __I�T��W�I_� .I--t.,T_�W 1-=�)._IZ�`�J1T�1]1,�T�T�x,_I.. I -C )�_I= T�I���[- - 1 _�I _ _I_ ._ CHECKED BY: JC T � J I f ) I I 1 1,_� 7� I ) 1 l_ _ __- . .T_._. NEW 36"HIGH STEEL RAILING DATE: JUL. 30 2020 i..1_ _ r. .1 ..L C�._I . _ _T _l._I_! I T.TJ� [_. 1�_I__ _. .I_T JI-.T_...._ .' _ ._ .i_1 IN BLACK W/GLASS INSERTS ' ! � r _I. --I- -I -- L - �- --(-I_ I1_ ' _I 1 �-_l -�- -I-- I- -L r 1 -1- 11- � -)--1- -I -)---_1-- � -L i-1- -I - --- _ - - - - SCALE: 111 = 1'-011 [= ."Z-A= q_ 5=1 FINISH FLOOR 4 SHEET NO: PROPOSED WEST ELEVATION r REVISIONS: TOWN OF SOUTHOLD TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD MPH) CATEGORY DEPTH TEMP. REQUIRED _ 20 PSF 140 B SEVERE 3-0' 1 S-M 11 YES NONE DESIGN CRITERIA BEING USED: 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE AND 2016 UNIFORM NEW YORK STATE CODE SUPPLEMENT O NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193) LU~ To Fin M eScrlplFon Numberofnats Nail Spacing Uj 0o raming W` Rafter to top plate(Toe Nailed) 3-8d Per Rafter r Ceiling Joist to top plate(Toe Na,led) 3-8d Per joist J Ceiling Joist to Parallel Rafter(Face Nailed) 6-16d Each lap Ceiling Joist Laps over Partitions(Face Nailed) 6-164 Each lap Collar Tie to Rafter(Face Nailed) 3-8d Per Tie �/ r Blocking to Rafter(Toe Nailed) 3-8d Each end O r Rim Board to rafter(End Nailed) 2-16d Ea".e:J 1 a raming Z Top Plate to Top Plate(Face Nailed) 2.164 Per Foot W Top Plate at Intersections(Face Nailed) 4-16d Joints ea.Side L uj Stud to Stud(Face nailed) 2-16d 24"o c. Z N Header to Header(Face Nailed) 16d 16"o c.along edges O Top of Bottom Plate to Stud(end Nailed) 2-16d Per 2x4 Stud a_ 3-16d I Per 2x6 Stud 416d Per 2x8 Stud �Q ® W Bottom Plate to Floor joist,Band Joist,End Joist,or Blocking(Face Nailed) 2-16d Per Foot oor raming Q LL^ Joist to Sill,Top Plate or Girder(Toe Nailed) 4-8d Per Joist Bridging to Jois t(Toe Nailed) 2-8d Each End Blocking to Joist(Toe Nailed) 2-8d Each End Q 2"x 10"RIDGE BEAM Blocking to Sill or Top Plate(Toe Nailed) 3-16d each block Q 2"x 4"COLLAR TIE Ledger Strip to Beam(Face Nailed) 3-16d each joist @ 48"O.C. Joist on Ledger to Beam(Toe Nailed) 3-8d perjo st Aomi Band Joist to Joist(End Nailed) 3-16d liperjost Band Joist to Sill or Top Plate(Toe Nailed) 2-16d per foot �y W NEW ROOF 0o bheathing z ASPHALT SHINGLE Structural Panels 8d VAPOR BARRIER Diagonal Board Sheathing 3'Edge14"Field 4"PLYWOOD 1'x6"or1"xB' 2-8d Per Support 2"x 8"@ 16"O.C. 12 1'x10"or Wider 3-8d Per support R-19 BATT INSULATION 7� eling ea Ing Gypsum Wallboard 5d coolers 7"Edge 110"Field NEW CEILING 2"x 8"C.J.@ 16"O.C. F t a Sheathing R-30 BATT INSULATION "j N Structural Panels 8d 3'Edge 14"Field U SHEETROCK 1 Rberboard Panels AA 7116" 6d 3"Edge 16"Field L� 25132" 8d 3"Edge 16"Field w Gypsum Wallboard 5d coolers 7"Edge 110'Field = � CV HardBoard Bid 6"Edge 112"Field ■� Particleboard Panels Bid 6"Edge 112"Field Diagonal Board Sheathing C l 1"x6"or1"x8" 2-8d persupport 1"00"orwider 3-8d persupport ^+ FloorSheathingW r NEW WALL 6"T.W.GRADE#1 CEDAR SHINGLES SlucturalPanels = Z VAPOR BARRIER Vor less ed 3"Edge 14"Reid � UJ q'"PLYWOODhe Li Diagonal Board Sheathing greater than 1' tOd 3"Edge 14"Reld 2°x s"wooD STUD 7 ATH O M BED O M- g g 1'x6"ori"x8" 2-Bd per support a •♦2) 0 R-21 BATT. INSULATION IN10'orwider 3-8d O v/ SHEETROCK persuppo .N "ROOF SHINGLES: LCA :e=+ FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM Ln OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318"HEAD ATMF1667 OF A C ti LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF V r b 1+ SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 3147HICK THE FASTNER SHALL PENETRATE THROUGH THE ROOF SHEATHING R905.26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. EXISTING DECK NEW 4"x 6"GRADE#1 CEDAR DECKING r C KITCHEN oo NEW FLOOR 2"PLYWOOD 2"x 8"FLOOR JOIST R-30 BATT. INSULATION q •t 4 '4 ` PROJECT: 2020-030 I ' DRAWN BY: DLB EXISTING FOOTING CHECKED BY: JC BASEMENT 4"P.C.SLAB L---J NEW FOUNDATION W/VAPOR BARRIER DATE: JUL. 30, 2020 8"P.C.WALL UPON 4"CRUSHED STONE "' UPON 12"x 18" :. CONT. FOOTING SCALE: �n_ _ 1r-0rr SHEET NO: SECTION B REVISIONS: EACH VIINDOW TO RECEIVE(1)7116° THICK)SIZE OF WINDOW PLUS 4" EA.SID=CDX PLYWOOD 513116" LOOKOUT FRAMING (2)ROWS OF Bd NAILS ° 3"O.C.STAGGERED RIDGE BOARD o ' INSTALL SIMPSON CS20 x 36'ON SHEATHING TO SIMPSON H2 5A ON COLLAR TIE EVERY OTHER OVER OPENING W/(18)8d NAILS OVERLAP TOP PLATE 6n EACH OUTRIGGER vv 0 I T RIM JOIST TOP PLATE ° ° 6" 8' MAX.SP N ROOF RAFTER o U)o TOP PLATE o _ DOUBLE RAFTER O HEADER ° INSTALL SIMPSON CS20 x 24"EACH ° o o 9 uje DOOR OR SIDE OF OPENING W/(9)8d NAILS ° W e WINDOW AREAS HEADER ° JACK STUDS o ° o e e � � STUD (2)ROW OF 8d NAILSBSE PLATE O CO r 3'O.C. TAGGERED A e HEADER FASCIA BOARD SHEATHINGDOUBLE TOP Z PLATE uj 513116" WALL STUDS @16'O.C. Z TPROVIDE#8 WOOD SCREWS @ 12"O.C. NAILS AT BOTTOM OF HEADER @ 3"O.C. NAILS AT TOP OF HEADER @ 3"O.C. AROUND PERIMETER OF WINDOW NAILS AT TOP PLATE(2)ROWS @ 3'O.C.STAGGERED Q ® W �1 CS STRAPS AT OPENINGS SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAIL GABLE OVERHANG DETAIL Z W N.T.S N.T.SN.T.S NIS O_ �• V 0 0 a Lu SIMPSON SPH4 STRAP RIDGE VENT SIMPSON LSTA9 SIMPSON CS2D x 24' STRAP RAFTER STRAP ON EACH RAFTER TOP PLATE ROOF SHEATHING TO BE NAILED 3'0.C.ON ALL GABLE Simpson LSTA30 Ridge ENDS,EDGES AND FIELD wl8d COMMON NAILS trap at each Rafter BLOCKING 4'O.C.FOR(3)BAYS ON ALL GABLE ENDS OR HEADER ICE SHEILD UNDERLAYMENT REQUIRED MINIMUM 2'-D'WIDE OVER LIVING SPACE • Typical Window and Door Simpson MTS30 Rafter Strap V Header Strapping DetailRAFTER OP PLAT at each Rafter Tail (10)10D NAILS @ EACH END(TYPICAL) _ • Each Corner APA RATED PLYWOOD TO EXTEND TO TOP OF TOP PLATE WI(2)ROWS OF 8d NAILS 3'O.C.STAGGERED V/ SOFFITVENT STUD _ }V TYPWINDOW&DOOR STRAPPING A. `0 r1 N.T.S Simpson H2A Hurricane Ties SIMPSON H2A •^�+ P HURRICANE CLIP ON EACH O !� at each Rafter Tail RAFTER SIMPSON CS20 x 36"@ SIDES OF OPENING FROM JACK STUD TO PLATE ■i�— OR RIM JOIST w/(9)Bd NAILS EACH SIDE V I ^+ Z SHEATHING TO BE NAILED @ � �A 4'O.C.,EDGES AND FIELD. RIDGE ,— A V v,./) ♦+ Lo © I o — -1 L — O ti tLs II _ _ _ _ _ _ V I STRAPPING I— I I I gTD FLOOR PLYWOOD NAILED 4"ON EDGES wl(9)8d NAILS EACH SIDE © W © © P�°M 8 6"IN FIELD WI 8d COMMON NAILS PLYWOOD SHEATHING TO COVER RIM JOIST 8 © I ® SILL PLATES,I I I FLOOR JOIST (2)ROWS OF 8dNAILSY OOC OR PLYWOOD W AND NAILED wI RIM JOIST SHEATHING CAN BUTT TOGETHER( $ SPACE) W/(2)ROWS OF 8D NAILS 3'Oc f Pure DOUBLE TOP PLATE 0 SimpSon ST22 Strap ® I O Typical 2nd Floor 2 x 6 STUD WALL PLYWOOD SHEATHING RIDGE — — r- — Strapping Detail EXISTING ROOF © i ® NTS T..... BLOCKING IN WALLS OVER 8'-0' SIMPSON CS20 x 36"METAL STRAP @ 16"0 C 8 AT BOTH SIDES OF EXTERIOR DOORS.WRAP AROUND SILL PLATE.USE(4)NAILS INTO SILL PLATE ON INSDE EDGE. - ANCHOR BOLT ON INSIDE EDGE OF PLATE AND I%8d NAILS INTO STUDS AND BOX BEAM. PROJECT: 2020-030 © 0 — — — — — — NAIL SHEATHING TO SILL PLATE USING(2)ROWS OFdNAILS @3"O.C. DRAWN BY: DLB ® I © STAGGERED FLOOR JOIST (1)2xBTREATED SILL PLATES CHECKED BY: JC SIMPSON LSTA36 ST TERMITE SHIELD AND SILL SEAL sIMPs°"TRPS DATE: JUL. 30 2020 STRAP BLOCKING o Simpson BP Typical Wall and ZONE ZONE ZONE 3 Sill Strapping (2)#5 CONTINUOUS �2'FRO12'ABCORNER SCALE: 4�� — 1r-0" +12'FROM EACH CORNER — • W/3'x3"x Y6'WASHER Detail HOT DIPPED GALVANIZED FIELD 6"OC 12"OC 4"OC ".-'r a' OR STAINLESS STEEL PANEL EDGES 6"OC 6"OC 4"OC • SHEET NO: NAILING REQUIREMENTS FOR 140 MPH,3 SEC.PEAK GUST, }"ROOF SHEATHING WITH 8D COMMON NAILS OR 10D BOX NAILS ROOF SHEATHING NAILING DETAIL N.T.S � STRAPPING DETAILS �c� BUILDING CROSS SECTION N.T.S N.T.S