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HomeMy WebLinkAbout44563-Z �4�gu Qd'�CpGg Town of Southold 9/5/2020 0 P.O.Box 1179 o ® 53095 Main Rd y�ol �ao�i4� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41416 Date: 9/5/2020 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 415 Lakeside Dr, Southold SCTM#: 473889 Sec/Block/Lot: 90.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/13/2019 pursuant to which Building Permit No. 44563 dated 12/27/2019 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 with breezway as applied for per ZBA#7292 dated 7/18/2019. The certificate is issued to McCarrick M Real Est Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44563 9/2/2020 PLUMBERS CERTIFICATION DATED �-\ r A th ' d Signature �=1 22-- TOWN OF SOUTHOLD o�SUFFotK�oG y� BUILDING DEPARTMENT CO x TOWN CLERK'S OFFICE oy • �g 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#: 44563 Date: 12/27/2019 Permission is hereby granted to: McCarrick M Real Est Inc PO BOX 5589 Rocky Point, NY 11778 To: construct an accessory garage with breezway as applied for per ZBA, Trustees & DEC approvals. At premises located at: 415 Lakeside Dr, Southold SCTM # 473889 Sec/Block/Lot# 90.-3-13 Pursuant to application dated 12/10/2019 and approved by the Building Inspector. To expire on 6/27/2021. Fees: ACCESSORY $222.40 CO-ACCESSORY BUILDING $50.00 Total: $272.40 Budin 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. O0/)zqZ �f / New Construction: Old or Pre-existing Building: /� (check one) Location of Property: ��� I"L � U`z7'O/Q- House No. Street Hamlet Owner or Owners of Property: &Z Gl � Al C Suffolk County Tax Map No 1000, Section_ /O dock Lot ILF - 9 Subdivision / Filed Map. Lot: Permit No. J Date of Permit. Applicant: Health Dept Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary ertificate Final Certificate: (check one) Fee Submitted: $ App icant Signature Board of ZoninZ Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) e I, RI Q 45G "CC.q.P`�ICS P/?fSiding at "— (Print property,owner's name) (Mailing Address) do hereby authorize Z:: f;'�/4,rZ ,4 , Z, 4 Cle (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (Owner's �natur (Print Owner's Name) oF so���®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinCaD- own.s touthold.n .us Southold,NY 11971-0959 ® y® y ®�yCow� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: McCarrick M Real Est Inc Address: 415 Lakeside Dr city:Southold st: NY zip: 11971 Building Permit* 44563 section: 90 Block: 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Triangle Electric License No: 4468ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 4'LED Exit Fixtures Pump Other Equipment: Notes: Detached Garage Inspector Signature: S Date: September 2, 2020 S.Devlin-Cert Electrical Compliance Form.xls SObIyO - - - � 6 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. ON"2ND [ ]° INSULATION/CAULKING tFFRAMINGj/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]- FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL-(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Z . hz DATE INSPECTOR �r �F'� a0f SOUTyo ,`off 6 # # TOWN OF SOUTHOLD BUILDING DEPT. �YCOUMV�`� 765-1802 -1 NSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) -[ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CRA ' * @ l���, Ci V ow Ca/f I DATE INSPECTOR kl/ OFSooTr� 0763 Li I # TOWN OF SOUTHOLD BUILDING DEPT. `�courm ' 765-1802 t INSPECTION [ ] FOUNDATION IST [ ] 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 �eAAf, REMARKS: CAA ae - ZA D 1,Ve CJ U 01jr-11 ze 9/11 /`oo� S7) DATE INSPECTOR jD INSPECTION REPORT ATE X0_D4NENTS 6K \IV I FOUNDATION (IST) ., ---------------------------------- ' C FOUNDATION (2ND) z 0 H ®° ROUGH FRAMING& ®9 PLUMBING H T r INSULATION PER N.Y. C y STATE ENERGY CODE N^v Ylrzc FINAL LA ADDITIONAL COMMENTS 2134 c7zl a 4VaO a ffj s�,m ji �* c . a.®0 67 6 Z 6?-o a c- Ap 4�- X 0 z d r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �r Survey Southoldtownny.gov PERMIT NO. (LJ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application �f Flood Permit Examined 204 j� I "-. } �_- f i f ti5 1 Single&Separate Truss Identification Form 3 t , Storm-Water Assessment Form ®EC 10 2019 Contact: Approved 20ti Mail to:y/C"ZLA e/�/!¢Clf Disapproved a/c , r� ,_ g'�S�.s3 rM1' -''1'�''`'� i � ;"rv^a"i Phone: Expiration ,20 01/ Bu i g I ector JUL 4 2018AV APPLICATION FOR BUILDING PERMIT Date 20/9 IDI1�G D INSTRUCTIONS 2^yam a. is application MUST be co e ely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl is, 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 for41spection throughout the work. e.No building shall be occupied br-used-in whole or in part for any purpose what-so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or,demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.' (Signature of applicani or name,if a corporation) p.B BoxS -y9 "Z gnefA Rd Cky a OL&T7y (Mailing address of applicant) //7>C? State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 4 GEAI7- Name of owner of premises �y/�'�t,J,��L ec,(,,P/C/C AZW .ED24-0 , //V C. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) - a Builders License No. Plumbers License No. AZA Electricians License No. 27A 10 Other Trade's License No. 1. Location of land on which proposed work will be done: 4/:r e,4,lui5n D.E IW/ VE J22(0�042 House Number Street - Hamlet County Tax Map No. 1000 Section 90 Block " _- .3y Lot / Subdivision AC'i4, Filed Map No. O- Lot�,e&gg 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy VA CANT L O b. Intended use and occupancyn��y'/�L 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work,0,Eli�C� y G/1lG,E Qom':' PePV/TS FQip?,e111 e31 (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 iV0 2 _- { y 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. AIIA To B,-5 C6A1YreGt7AP 7. Dimensions of existing structures, if any: Front &/N Rear Depth Height Number of Stories 1W®'E Co vf7;eUo7� Dimensions of same structure with alterations or additions: Front k10 -, . Rear Depth Height Number of Stories 8. Dimensi' a3 4mKiArn nstruction: Front �1 Rear 2ZSS —Depth Height Number of Stories' _ %T 9. Size of lot: Front 66.ZZ Rear 22576- Depth 0Q` 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated �D 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—X /f cMeRlellk eA41- ,o®.geoC 5S89 692 14. Names of Owner of premises .PTATZ,dile, AddressZqQ Romy Pjn1d1,,'/4Vofe No. Name of Architect PQ&geX 6Z;V Address No 691 z DB Name of Contractor Address 9 ZPhone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES )e' NO * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES )�' NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet"or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES_ : NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) R/ICY-AZL Q. klR--A Ck being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A&,6 Al7' < (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 tobefore me this a3 r`� day of 2012 TRACEY L. DWYER ICL'r RY PUBLiC,STATE OF NEW YORK Notar ublic N .01DW630i900 r QUALIFIED IN SUFFOLK COUNTY d Signature of Applicant COMMISSION EXPIRES JUNE 30,2DILa' 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved___ 120 Mail toyley�G L�1'AMCIG Disapproved a/c PO-FOX/04'7, SOfIW 00,W.. 1/ 977 "A i1 Phone: _376 66e-6807 Expiration ,20 Building Insp ctor PLICATION FOR BUILDING PERMIT Date ��,� ®� , 2,411 F E B 1 3 2019 INSTRUCTIONS — J a.This 1{�jofl,��•,JSf be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pla �"owin"gocffij e.Fee according to schedule. b. of p an of lot andof 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. Everybuilding permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,-a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 4&6. Name of owner of premises MC CAW Ole R.5, /N C (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. pj7 Plumbers License No. Electricians License No. � Other Trade's License No. 1. Location of land on which proposed work will be done: 415 44AZVP,6� VZ S'CU7;V 5_0&W0649 House Number Street Hamlet County Tax Map No. 1000 Section Block 3 Lot /3 Subdivision C !!>A�' f3� ���C Filed Map No. /a Lot 6 O 6 ,? 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 254W9 l y r- b. Intended use and occupancyy���,Ejy;Trt�L 4&& 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 ap lication) 5. If dwelling, number of dwelling units 1V Number of dwelling units on each floor If garage, number of cars p,V,E �) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /(/�� 7. Dimensions of existing structures, if any: Front 4Q, s® Rear LIQ, d Depth -:Pd Q Height 2a d Number of Stories Ivo 0 Dimensions of same structure with alterations or additions: Front ( _�� > Rear�2,5 � Depth ZV 0 � Height 21AU ° Number of Stories �'�Up 8. Dimensions of entire new construction: Front _Rear G2. �- I Height O& Number of Stories 9. Size of lot: Front Rear ®�/ .�� Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_Will excess fill be removed from premises? YES NO X 14. Names of Owner of premi s Address,edc/ty Ri1,yx, W Phone No. Name of Architect ed6Z �tjGGzV.! Address✓d���� oft Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES Y NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. /SSUeD 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 OF3I��0 � HZC6W-1 A AttW-0 CIG 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 Now York (S)He is the No.01BU6185050 ai di in suin t Geun ' (Contractor,Agent, Corporate Officer, etc.) commission Expires April of said owner or owners, and is duly authorized to perform or have performed the said work and to snake 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. SwomjtQ before me tbi& � qA � day of UVB" 20 C Notary Public Signature of Applicant 7 - a��i�'� » 'Pro: •. BOARD OF SOUTHOLD TOWN TRUSTEES DEC — 6 2019 SOUTHOLD,NEW YORK PERMIT NO.9587 ' DATE: NOVEMBEIt`1Q 2019 ISSUED TO: 'MICHAEL McCARAICK REAL ESTATE,INC. f PROPERTY ADDRESS: 415 LAk9SIDE DRIVE,SOUTHOLD' ' SCTM#1000-90-3-13 +! AUTHORIZATION or Pursuant to the provisions of Chapter, 275 of the Town Code of the Town,of`Southold and -in r accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13 2019 by and m' 'consideration-of application fee iri the 'sum of$250.00 paid by MicYiaef McCarrick Real E e,Inc. and % -Y subject-'to the Terms drtd Conditions as" stated`iii Ilie•'Resdltition,•the Sout.h6ld- Tow#►-Board of Trustees ' authorizes and permits the following: Wetland Permit-to construct a�12'x22' one-'dear garage•with a 7.5' long;by 6' wide ►`'� =, • breezeway•lietWden`thy pr6pdsied garage and existhii 'dwelling; and'as d-opieted•:on the _ site plan prepared by Robert`�James•Higgins Architect,-date"d'Febri ry;4;2019,and stamped approved on November 13,2019. IN ViiITN SSMHEREOF,the said Bdard of Trustees hei6y causesits,(orporate Seal'to be affixed, and these presents to be subscribed by a majority of the said Board-as�ofthe 13th dayof November,2019. 15 - _ � �" ,. •,.•,�- d�� is Johxi M. Bredeme er, III, Absent fir' 00 01 - s -• _ moi:: .01 - .ti Glenn Goldsmith,President �Q� SQ(/ly Town Hall Annex Michael J.Domino,Vice-President ,`O� Ol0 54375 Route 25 John M. Bredemeyer III P.O. Box 1179 Southold,New York 11971 A. Nicholas Krupski N G Telephone (631)765-1892 Greg Williams �� Pax(631) 765-6641 HOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1716C Date: June 22, 2020 THIS CERTIFIES that the construction of a 12'x22' one-car garage with a 7.5' long by 6' wide breezeway between the proposed garage and existing dwelling, At 415 Lakeside Drive, Southold Suffolk County Tax Map#1000-90-3-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 3,2019 pursuant to which Trustees Wetland Permit#9587 Dated November 13,2019,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a 12'x22' one-car garage with a 7.5' Iong by 6' wide breezeway between the proposed garage and existing dwelling. The certificate is issued to Michael McCarrick Real Estate, Inc. owner of the aforesaid property. Authorized Signature ® CDD � ��IL SEP 5 2020 Td 1'DTN40 DEFT. r;,Y TTHOLD NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P-(631)444-0365 1 F:(631)444-0360 wv:w dec nygov TIDAL WETLANDS PERMIT MODIFICATION January 9, 2019 Michael McCarrick Real Estate, Inc. Re: Permit ID 1-4738-04338/00001 P.O. Box 5589 Michael McCarrick Real Estate, Inc. Rocky Point, NY 11778 415 Lakeside Drive Southold SCTM # 1000-90-3-13 New Expiration Date: 1/11/2021 Dear Permittee: Your recent request to modify and extend the above permit has been reviewed pursuant to 6 NYCRR Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modifications will not substantially change the scope of the permitted actions or existing permit conditions. Therefore, the'permit is extended to 1/11/2021 and modified to authorize: Construction of a 1-story garage and covered porch, and reconfiguration ofthe:pervious driveway, drywells and water service. All work shall be performed in accordance with the plans prepared by Kenneth M. Woychuk Land Surveying, PLLC last revised on 9/25/18, and stamped "NYSDEC APPROVED" on 1/9/19. This letter is a modification to the original permit, and as such, shall be available at the job site whenever authorized work is in progress. All other terms and conditions remain as written in the permit. Sinc e , n nd eputy Per it Administrator MRP Enclosure cc: Michael A. Kimack Marine Habitat Protection File NEW YORK Department of o�oRTuNn Environmental Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 1, 2018 TO: Michael Kimack (Adler) PO Box 1047 Southold,NY 11971 _ Please take notice that your application dated July 24, 2018: For permit to construct an accessory garage at: Location of property: 415 Lakeside Drive, Southold,NY County Tax Map No. 1000—Section 90 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this nonconforming 16,647.19 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements as set forth by this Code, and the side yard setback requirements for accessory buildings in Subsection B above." The required front yard setback is 35 feet. The survey shows the front yard setback at 5 feet. Author' Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. FORM NO. 3 NOTICE OF DISAPPROVAL DATE:February 21,2019 TO: Michael Kimack(McCarrick) PO Box 1047 Southold,NY 11971 Please take notice that your application dated February 13, 2018 For permit to construct an accessory garage at Location of property: 415 Lakeside Drive, Southold County Tax Map No. 1000—Section 90 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 16,647 square foot lot in the R-40 District is not permitted pursuant to Article III, Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard provided that such buildings and structures meet the front-yard setback requirements set forth by this code." The proposed accessory building notes a front yard setback of 21 feet. Autho ized S ature Note to Applicant:Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department.. CC.-file, Z.B.A. 1l� J I �J�` BOARD MEMBERS �*�� SU(/Ty0 Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road -P.O.Box 1179 .� .� Southold,NY 11971-0959 Patricia Acampora T T Office Location: Eric Dantes iQ TownAnnex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento, �Irou 1,� , RECEIVED I http://southoldtownny.gov ' ZONING BOARD'OF APPEALS J U L 2 4 2019 JUL 2 4 2019 TOWN OF SOUTHOLD an" Tel.(631)765-1809-Fax(631)765-9064 Sou hold Towyn Clerk _ N1 ;oy4f, ' 1y} i;� S, DELIBERATIONS AND DETERMINA MEETING OF JULY 18, 2019 ZBA FILE: #7292 NAME OF APPLICANT: Michael McCarrick Real Estate,Inc. PROPERTY LOCATION: 415 Lakeside Drive, (Adj.to Pleasant Inlet), Southold NY SCTM No. 1000-90-3-13 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 12, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject non-conforming, irregular-shaped 16,647.19 square feet, 0.38 acre,waterfront parcel located in the R-40 Zoning District measures 222.50 feet along a dredged canal establishing a northern property line, separated by a 25 ft. wide non-disturbance buffer, with a southeastern lot line of 152.32 feet fronting on Lakeside Drive and a western lot line running 173.09 feet shared by a residential neighbor. The parcel is improved with a two-story, single-family dwelling currently under construction with a raised deck on the westside of the structure and a covered front porch as shown on the survey prepared by Kenneth M. Woychuk , Land Surveying, PLLC, and last revised February 6,2019. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15; and the Building Inspector's February 21, 2019, Notice of Disapproval based on an application for a building permit to construct an accessory garage; at; 1) located less than the code required minimum front yard setback of 35 feet; at: 415 Lakeside Drive, (Adj.to Pleasant Inlet), Southold,NY. SCTM#1000-90-3-13. RELIEF REQUESTED: The applicant requests a variance to construct a single-car/truck garage with a ridge height of 17.6 feet, at grade, measuring 15 feet by 24 feet attached to the residence under construction by a breezeway measuring 6 feet by 7.5 feet with a proposed front yard setback of 21 feet where the Code requires such improvements to have a minimum front yard setback of 35 feet. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on July 12, 2019 submitted a plan prepared by Kenneth M. Woychuck, L.S., last revised July'9, 2019, increasing the setback to 26.4 feet at the southeast corner and 34 feet on the northeast corner, Page 2,July 18,2019 #7292,MpCarricle SCTM No. 1000-90-3-13 by reducing the depth of the garage from 24 feet to 22 feet and reducing the width of the garage from 15 feet to 12 feet, bringing the plan into more conformity with the code. ADDITIONAL INFORMATION: Building Permit #42704, issued May 21, 2018 is open and allows for the construction of a new, single-family dwelling as applied for per DEC, Trustees and SCHD approvals. The applicant was denied relief for a detached garage proposed under ZBA decision #7231 dated January 25, 2019. The applicant and agent offered to reduce the length of the attached garage from 24 feet to 22 feet during the public hearing on July 3, 2019, thereby increasing the proposed setback from 21 feet to 23 feet bringing-the proposed structure more into conformity with the code. The applicant's agent officially amended the application on July 12, 2019 in writing and by submitting an updated survey last revised July 9, 2019 reflecting the proposed changes along with additional reduction of the width of the garage from 15 feet to 12 feet. The applicant stated that the building lot was purchased with the existing house plans and permits and recognized at the time of acquisition that a garage was not permitted. The permit includes an egress window with escape well located on the eastside of the basement foundation to allow for the future use of finished living space. Currently, there is no permit to finish the basement. The applicant's agent presented a list of approximately 12 area homes, in the Cedar Beach Park community, with either single, double or larger accessory garages on similar size lots with similar setbacks including four prior ZBA decisions: #4463 issued March 19, 1997 for front yard setback relief to an attached garage. #6238 issued January 22, 2009 for non-conforming setback of a carport #6571 issued May 21,2012 for an accessory shed in the front yard #6583 issued May 16, 2013 for an accessory garage located in the side yard Seven immediate neighbors wrote a lengthy letter of opposition, to the proposed accessory garage, received June 17,2019, including a table illustrating area lot sizes and front yard setback for their accessory garages. Based upon the application, survey and building plans, an area of approximately 27 inches wide, a precarious width given the location, remains between the egress window escape well and the proposed, amended, garage structure for access to the garage and the rear-yard as a pass-through under the breezeway. When asked if the applicant would be willing to relocate the egress window and to fully attach the garage to the house to bring the application into greater conformity with the code, the applicant stated that he could not relocate the amenity as it would be costly and would potentially lead to a leaking foundation. The applicant added that the egress window is required in order to obtain a Certificate of Occupancy by the Town Building Department for the house under construction. The Southold Town Building Department verified this statement. The applicant was unwilling to relocate the window well and attach the garage to the house in the earlier 2019 ZBA decision. The neighbor living immediately opposite the construction site offered testimony 'relative to flooding on Lakeside Drive. The 25 feet wide non- disturbance non-fertilizer buffer, along the site's waterfront, is regulated by the DEC. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 3, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(I). Grant of the relief, as amended, will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Cedar Beach Park was developed in the early 20`h Century and consists of older homes of various size and design, the majority of which have been substantially updated. The typical lot in the immediate neighborhood is irregular-shaped allowing access to the natural i Page 3,July 18,2019 #7292,Mc Carrick SCTM No. 1000-90-3-13 waterways of the area. A majority of homes in Cedar Beach Park have either attached or detached garages ranging in size from one to four cars and are often located in less than code conforming locations. 2. Town Law &267-b(30)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. While the applicant could have designed the house prior to construction to accommodate a garage in a conforming location, as a result of the egress window placement servicing the basement, required rear-yard setbacks from flagged wetlands and the curve in Lakeside Drive, the applicant is restricted to locate the single-car garage on the eastside of the residence. 3. Town Law X267-b(3)(b)(3). The variance requested herein, as amended, is mathematically substantial, representing 25%relief from the code, however, the applicant amended the design from a 15 feet by 24 feet single- car garage with a front yard setback of 21 feet to a 12 feet by 22 feet single car garage with a front yard setback,of 26.4 feet at the closest point and 34 feet at the farthest point which is only one foot less than a conforming front yard setback, and a garage is a common accessory to a residence in this neighborhood. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code which requires all drainage to be contained on site. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the vacant parcel June 2018. Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of relief as amended is the minimum action necessary and adequate for the applicant to enjoy the benefit of a single-car garage measuring 12 feet wide by 22 feet long, attached by a breezeway measuring 7.5,feet from the residence and 6 feet wide while preserving and protecting the character of the neighborhood and the health, 'safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Acampora, and duly carried, to GRANT the variance as AMENDED and applied for, and as shown on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, and last revised July 9, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. A code compliant gate shall surround the egress window well or an unsecured grill shall be placed over the egress window well ensuring that an individual accessing the garage cannot fall into it. 2. The applicant shall submit to the Zoning Board of Appeals revised architectural plans detailing the 22 ft. by 12 ft. one story attached garage. 3. The garage shall only be used as a garage and shall not be increased in size and height. 4. The garage shall not include heating or cooling and shall not contain a bathroom. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. r' Page 4,July 18,2019 _ 47292,MrCarrick SCTM No. 1000-90-3-13 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),,Dantes, Planamento, and Acampora. (4-0)(Member Lehnert Absent) Leslie Kahes Weisman Chairperson Approved for filing /0? /2019 ti BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson O�QF SOUT53095 Main Road•P.O.Box 1179 y> p yI p Southold,NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes va ac Town Annex/First Floor, Robert Lehnert,Jr. G�c► • COQ 54375 Main Road(at Youngs Avenue) Nicholas Planamento 4/1COW, Southold,NY 11971 RECEIVED hup://southoldtownny.gov �,,14A (� 11:S1 W D ZONING BOARD OF APPEALS JAN 2 5 201 - TOWN OF SOUTHOLD-_ - p� 2 5 2019 Tel.(631)765-1809•Fax(631)765-9064 ' So hold Town Clerk ® � " ,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 17,2019 ZBA FILE#7231 NAME OF APPLICANT: Michael McCarrick Real Estate,Inc. PROPERTY LOCATION: 415 Lakeside Drive, Southold NY SCTM No. 1000-90-3-13 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 21, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 18, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming waterfront 16,647.19 square foot parcel located in an R-40 Zoning District. The parcel is irregularly shaped, and runs 132.27 feet fronting a dredged canal along the northerly property line, separated by a 25 ft. wide'non disturbance buffer The parcel then runs 152.32 feet fronting Lakeside Drive along southerly property line, and runs 173.09 feet along the westerly property line The parcel is improved with a two story single family dwelling currently under construction with Building Permit No. 42704. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-15; and the Building Inspector's August 1, 2018, Notice of Disapproval based on an application for a building permit to construct an accessory garage; at; 1) located less than the code required minimum front yard setback of 35 feet; at: 415 Lakeside Drive, (Adj.to Pleasant Inlet), Southold,NY. SCTM#1000-90-3-13. RELIEF REQUESTED: The applicant requests a variance to construct an accessory two car garage with a front yard setback of 5 feet where code requires that accessory structures on water front lots meet the front yard setback of 35 feet. t , Page 2,January 17,2019 #7231,McCarrick SCTM No. 1000-90-3-13 AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant, on January 8, 2019, submitted a plan moving the proposed two car accessory garage 7.5 feet from and parallel to the dwelling currently under construction, and increasing the proposed front yard setback to 16.3 feet. The applicant's agent explained that the proposed garage could not be attached to the dwelling because of the location of an as built egress window well. ADDITIONAL INFORMATION:' --At the hearing; the-applicant-stated-that--the reason the applicant needed variance relief is because the property has a steep elevation and the applicant needs the garage at the proposed non- conforming location in order to build the driveway on flat ground. The applicant's survey shows that the elevation of the applicant's front yard is between 8 ft. and 9 ft. above sea level. The Zoning Board of Appeals does not consider a one foot elevational change to be unreasonably steep as to be considered a hardship. The applicant's neighbors presented written submissions and testimony that the proposed non-conforming location of the garage is not characteristic of the neighborhood. The neighbors also testified that the applicant had the option of building a smaller attached garage with a code conforming front yard setback. The rear yard non-disturbance buffer is regulated by the New York State Department of Conservation (NYSDEC), and the applicant informed the Board that they have applied to the NYSDEC for permit approval. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The,Zoning Board of Appeals held a public hearing on this application on January 3, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the,Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(1). Grant of the relief as amended will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes, many on waterfront properties. The subject parcel is an irregularly shaped lot located on a curved section of the street and has substantial street frontage. The applicant proposes to build a two car detached garage,both as applied for and in his amended application, which is not characteristic in this neighborhood. Rather, many homes contain attached one car garages. No evidence was presented to support the existence of any type of accessory structure in a front yard with a non-conforming setback. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance. The applicant can build a smaller one car garage with a code, conforming front yard setback. The applicant did not demonstrate a hardship which requires the need for variance relief in order to build a garage. The applicant purchased the parcel when it was vacant land and is currently building the home. The applicant had the chance to plan on building the garage in a code conforming location or attaching the proposed garage to the dwelling when designing the project. 3. Town Law 8267-b(3)(b)(3). The variance requested herein, as amended, is mathematically substantial, representing 54%relief from the code. 4. Town Law 8267-b(3)(b)(4). Evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. A property owner living across the street from the subject parcel testified that there is substantial runoff from the site into the street'and on to his property, acid hat the removal of additional trees for the proposed garage construction will exacerbate the problem. i Page 3,January 17,2019 #7231,McCarrick SCTM No. 1000-90=3-13 5. Town Law'&267-b( A)(5). The difficulty has been self-created. The applicant purchased the vacant parcel on June 5, 2018. Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The applicant could have considered the placement of an accessory or attached garage before constructing the,dwelling currently under construction: 6. Town Law &267-b. Grant of relief as amended is not the minimum action necessary and adequate for the applicant to construct a while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly car ' o DENY as applied for and as amended Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Acampora was absent) Leslie Kanes eisman1, Chairperson Approved for filing / / �� /2019 r - r UFF Scott A. Russell , �°S � ST�O>]E�M[\�vA\T]ER SUPERVISOR o �T ( �T I��1[A\1�A\G�]EM[]E1��C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES 'I('lH[IS PROJECT INVOLVE ANY OF TI-111E FOLLOWING: Yes N (CHECK ALL THAT APPLY) o ❑ . Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Ir b. Excavation or filling involving more than 200 cubic yards of material ❑within any parcel or any contiguous area. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 1:1F.-Installation of new or resurfaced impervious surfaces of- 1;000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. #: 1000 Date- APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) ?'J District / /y (y NAME. 3 �� ` Z(/ / /y/pyo L Section Block Lot Contact Information FOR BUILDING DEPARTMENT USE ONLY , releplione�umlxr) Reviewed By. — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — --- 1rL,n& `49 ❑ Approved for processing Building Permit. ' f� Stormwater Management Control Plan Not Required. C/ ��� ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) _ I a FORM SMCP—TOS MAY 2014 APPLIC-ANT S.C.T.M.#: 1000 s CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) aQ Ir Stormwater Management Control Plan CHECK LIST NAME //ZCMA,g Section Block Lot �' z S M C P -Plan Requirements- Provide ONE copy of the Building Permit Applicatipn v Date- ° * The applicant must provide a Complete Explanation and/or Reason for not providing �eJC ;766 all Information that has been Required by the following Checklisti �I nal,�C - Tclephonc Number - I. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here[ YES show all of the following items- NA If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum Z Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & O� proposed structures, 1. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). i k. Location of proposed Construction Entrance/Staging Area(s). I.- Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. O0� 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0� rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0O b. Construction Entrance & Site Access. 0�0 c. Inlet Drainage Structures (eg,catch basins,trench drains,etc.) 000 d. Leaching Structures (e. .infiltration basins,swales,etc.) 0 FOR I•,V;INF,t•'lflNG DEPARTMENT USE ONLY Additional Information is Required. Reviewed & l Stormwater Management Control Plan is Not Complete. Approved By- — - - - - - - - - - - - - - - - - - - - - - - - — El Stormwater Management Control Plan is Complete. Date- I SMCP has been approved by the Engineering Department. I , FORM # SWCP Check List -TOS MAY 2014 OSUFFOL,I-�,o BUILDING DEPARTMENT- ElectricIyi i irLgov� � TOWN OF SOUTHOLD DD Town Hall Annex - 54375 Main RoadBWb 1 f 97 2020 N .x - Southold, New York 11971-0959 o� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrosoutholdtownny.gov --- sea nd(a)southoRWWfi Tg [ EP�T. D APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: 5 t A `o Company Name: lig fA ru L..e_ c- Name: 1GS�1 17 License No.:vol_t�3110 email:ccECaA(Tr�c-A6g-5 ��ZrlyG•NAddress: 7L 57-f'S)+ Md-6 ( 0 Phone No.: 6 t- c>� 6S'' 6,3 (o JOB SITE INFORMATION (All Information Required) C_ Name: a2l 6 A&L A Address: t e ote IL C4- L Cross Street: rj Phone No.: Bldg.Permit#: email:.b 1%, p Tax Map District: 1000 Section: v Block: Lot: / BRIEF DESCRIPTION OF WORK (Please Print Clearly) L A A Circle All That Apply: Is job ready for inspection?: YE NO Rough In Final Do you need a Temp Certificate?: YE / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A #Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead #Underground laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �0 Request for Inspection Form xls /� N OSufF1JL,l'C BUILDING DEPARTMENT- Electricli i IRC � � TOWN OF SOUTHOLD a Town Hall Annex - 54375 Main, Road BWb011197 '2020 VV Southold, New York 11971-0959 Telephone (631}765-1802 - FAX (631) 765-9502, _ rocgeLrt'�)a southoldtownny -gov seand(a)Southo ff VMftEPT. per.„ ;J�r�t.t'HOLD AP.PLI-CATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (al Information Required) Date. -(67 Company Name: I'PZIA 10; C.-� .6-�Pti-r� C_ Name: tc, _ License No.: email:ccigCv" ro"19L' • Address: -r - - - - - - - Phone No.: JOB SITE INFORMATION (All Information Required) Name:— Address: ej - - Cross Street - -- _ -- -- - -. --- - Phone No.: _j_ �_ - - _ - =- - - =- ------ - - Bldg.Permit M -; _ - - _ :_.. email:` Tax Map.District; §e n: v Block: Lot:_ BRIEF DESCRIPTION OF??tIVOf4lf(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE NORough In Final Do you need a Temp Certificate? NO Issued On 4 _ Temp Information: (AU information required)` - Service Size 1 Ph 3 Ph Size: °`_:- A #Meters. _ - Old Meter# New Service-Fire Reconnect-Flood.Reconnect-Service Reconnected-Underground a Overhead #Underground Laterals 1 2 `_ H Frame_ Pole Work done on Service? Y N Additionallnformation, - _-- - — PAYMENT DUE WITH APPLICATIQN Request for Inspection Fo m.xls PERMIT# Address: Switches Outlets I GFI's Surface Sconces H H's UC Lts Fans Fridge r HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments. ® 1 1 S.C.T.M. NO. DISTRICT: 1000 SEC11ON: 90 BLOCK: 3 LOT(S): 13 S 85029152"E f� 71.17' C/ s6�o d��1jG - PPROVAL MON. 90 nD,4 ftMmDs BOUNDARY As nAGGED BY 23. SUFFOLK ENVIRONMENTAL CONSULTING INC„ JULY 17, 2012 '4,A, F TiF U,y FF N�9K -\ T �/� N o _ � EL 7.8 P/0 LOT 59 6, \\ gyp. EL(8-5) h \ \ ar Lor so yA \\ \\\\ EL 7.06VIDE BREEZEWAY FOG 0 "o ,so ...: N ' :p�6po .5)- -T 7 \ O of \ � •:::.:.::.X5.:..8-:,;•Q: :,.... EL(8-0) dq ?•y' T, EL(9.0)• LOT 61 m Emm o; „ EL(9.0) l ALp � 8.4 LP LP EXP VIP TRAMC BEARING - EXP SANITARY SYSTEM LP LP .c , s •.\6 .72' UPLAND AREA: 16,648 SQ.FT. 365 7.7 S79 03010011 79°30'00" PROPOSED LOT COVERAGE: DWELLING, DECK & GARAGE= 1776 S.F. or 10.77. N MON. gIVE / (50'� / CL 6.0l,AKE� Ora / THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL E IMPROVED WITH ROADWAY TO EXISTING DIRT/STOORO B / LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ADDNE BLUE STONE AND OR DATA OBTAINED FROM OTHERS. r AREA: 16,647.19 SQ.FT. or 0.38 ACRES ELEVAnON DATUM: NAVD88 UNAUTHOR12ED AL 7ERA 7701V OR 70 7HIS SURVEYMAP NOT BEARING THE LAND SUR DVEYOR' EMBOSSED SEAL)SHALLO209 NOT BE CONSIDERED LA 7TO BE A VALID TROF THE NEW UE COPY GUARANTEES INDICATED HEREON SHALL R7E EDUCA 71ON LA W. COPIES OF THIS UN DRAINAGE CALCULATIONS: ,ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS717U710N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSE7S OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDInONAL STRUC7URES OR AND 07HER IMPROVEMENTS: EASEMEN7S A) DWELLING=984 SQ.FT. AND/OR SUBSURFACE SMUMRES RECORDED OR UNRECORDED ARE NOT GUARAA17EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE nME OF SURVEY 984 x 0.166=163.34 < 164cf REQUIRED SURVEY OF- LOT 60 & P/0 LOT 59 CERTIFIED TO: McCARRICK REAL ESTATE INC.; (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED MAP OF: CEDAR BEACH PARK I" ( ,, t FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; B) GARAGE WIBREEZEWAY=402 SQ.FT. FILED-DECEMBER 20, 1927 No.90 402 x 0.166=66.73 < 67Cf REQ. SITUATED AT: BAYVIEW (1) 8'DIA x 2' DEEP DRYWELL= 88cf PROVIDED Toym OF: SOUTHOLD KENNETH M WOYCHUK LAND PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 02-06-19 P.O. Bos 153 Aquebogue, New York 11931 REVISED 01-08-19 FILE 11 18-37 SCALE: 1"=30' DATE:APRIL 20, 2018 PHONE (831)298-1588 FAX (631) 298-1588 REVISED 09-25-18 _ N.Y.S. USC. NO. 050882 mm1nft tn8 the reoor& of Hobert L He mm"&Ew=M IL WoY&uk S.C.T.M. NO. DISTRICT: 1000 SECTION: 90 BLOCK: 3 LOT(S): 13 S 85029'52"ESA 71.17'IMON. 3g C ?S, 902 . —� Np h'YOF nF vN VS, qT SyOR � ON RB Q/NF - 00 EL 7.8 6 EL(a5) g^ \ \ P/O LOT 59 JIO. ( � EL 7.0 X02 'so. " ;Qp :;EL'e:o 8.5) LOT 0 �� EV9 0) 0• c.:.•.. tu 1' 45 4x6' �L(9.0).:`L b 0_. O) LOT 61 ':::. s •`L ^ Lp EL(ao) TRAFFIC BEARINGEXP �. p SANITARY SYSTEM LP 7.7 - o30,p0'�VI UPLAND AREA: 16,648 SQ.FT. 'A 365 S,79 PROPOSED LOT COVERAGE: DWELLING & GARAGE= 1536 S.F. or 9.2X �IPa MOIL - o ;gEs C 7HE WA7ER SUPPLY, IfELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS ADExIS11NG DIRE/SM BXUEY 70 BE IMPROVED WIfH �RtONAL LUE STONE ' AND OR DATA OBTAINED FROM 0771ERS. AREA:16,647.19 SQ.FT. or 0.38 ACRES ELEVAnav DATUM- NAVDW UNAUTHORIZED ALTERATION Of?ADD1770M 70 7HIS SURVEY IS A WOLA ZION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOTONR/NG THE LAND SURVEYORS EMBOSSW SEAL SHALL NOTBE CONSIDERED To BE A VALID TRUE COPY. GUARANTEE'S INDICATED HEREON SHALL RUN DRAINAGE CALCULATIONS: ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON L/S7ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U7701V, GUARANTEE'S ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIME7NSIOWS SHOWN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIRC PURPOSE AND USE 7HEIREFORE 7HEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC71ON OF FENCES, AD017IONAL S7RUC711RES OR AND 07HER IMPROVEMENT& EASEMENTS A) DWELLING=984 SQ.FT. AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7N£PREMISES AT THE TIME OF SURVEY 984 x 0.166=163,34 < 164cf REQUIRED SURVEY on LOT 60 & P/0 LOT 59 CERTIFIED TO: McCARRICK REAL ESTATE INC.; (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED MAP OF: CEDAR BEACH PARK I FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; B) GARAGE=576 SQ.FT. -FILED:-DECEMBER 20, 1927 No.90 _ 576 x 0.166=95.61 < 96cf (1) 8'DIA -x 3'-DEEP DRYWELL= -1-326f PROVIDED iUATED AT: BAYVIEW Tom on SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box Boz 153 Aquebogue, New York 11931 RLE 1 18-37 SCALE: 1'=30' DATE:APRIL 20, 2018 '! PHONE (631)298-15M FAX (691) 298-1ee8 N.Y.S. USC NO. 050882 nuantatntns the recorde of Robmt J. Hennery&Kenneth IL Woyehuk I S.C.T.M. NO. DISTRICT: 1000 SECTION: 90 BLOCK: 3 'LOT(S): 13 #R 10-14-0035 S 85°29'52"E 71.17' MON. Gb C. 90 TIDALWETLANDs BOUNDARY AS FLAGGED BY SUFFOLK ENVIRONMENTAL CONSUL77NG INC., JULY 17, 2012 t 'cF T2�N�oi qT s QECENED ?q�STDR h'op _ JUL 12 2010 o 2 ZONING BOARD OF,4ppEALS EL 7.8 \ 6-7 8.3 ^ P/0 LOT 59 Pr�nFosr:O ky y a 7.D �0 2 ; a '• .:':::::•:. BREEZEWAY E 8.0 LOT 60IWA- \ ti s• :,..:.:. .. 2 _-_Q_-w � � o• VIA Sr P�OR�EDEL 8.5 C —/?—._ LOT 61 4k8� EGRESS 0- o — —�W�1 v-6 SANITARY LOCATION 0� (A tLP � �61 POINT'A" POINT"B" 8.4 LP#1 c' o $ S �► EL O / S.T. 22.5' 25' oc # L.P. 1 40' 30.5' �'� SANITARY EEARNG ILP LF, Py EXP#1 49' 25.5' 60.72' MON. EXP#2 54.5' 25.5' 7.7 „W S 790 30'00 \ , . IPA T � 1DE 6;d9 Dept copy from SBA r-•,ji reviewed docur nt§ File THE WA TER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 'AR_ t LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS E)0STING DIRT/STONE ROADWAY 70 BE IMPROVED WITH ADDITIONAL BLUE STONE. AND OR DATA OBTAINED FROM OTHERS AREA: 16,647.19 SQ.FT. or 0.38 ACRES ELEVATION DA7UM: NAVD8e DRAINAGE CALCULATIONS: UNAUTHORIZED AL7ERA71ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC7701V 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARAN7EES INDICA7ED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7771E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TU71ON LIS7ED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE. A) DWELLING=984 SQ.FT. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE 984 x 0.166=163.34 < 164cf REQUIRED NOT IN7ENDED To MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC71ON OF FENCES, ADD177ONAL S7RUC7URES OR AND 07HER IMPROVEMENTS EASEMENTS (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYWCALLY EVIDENT ON 7HE PREMISES AT THE 71ME OF SURVEY SURVEY OF: LOT 60 & P/O LOT 59 CERTIFIED TO: McCARRICK REAL ESTATE INC.; B) PROPOSED GARAGE/BREEZEWAY=309 SQ.FT. MAP OF: CEDAR BEACH PARK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; 309 x 0.166=51.3 < 52cf REQUIRED FILED:DECEMBER 20, 1927 No.90 (1) 8'DIA x 2' DEEP DRYWELL=88cf PROVIDED C) GRAVEL DRIVEWAY: 940 S.F. SITUATED AT: BAYVIEW 940 x 0.166=156cf x(COMPACTED GRAVEL 0.7) = 109 C.F. TOWN OF: SOUTHOLD KENNETH M 1POYCHUK LAND SURVEYING, PLLC REVISED 07-09-19 TOTAL 197 C.F. SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 03-13-19 j P.O. Bos 153 Aquebogue, New York 11931 FINAL SURVEY 02-26-19 (1)8'DIA x 5'DEEP DRYWELL= 221 C..F. PROVIDED rnLE18-37 SCALE: 1"--30' DATE:APRIL 20, 2018 f PHONE (831)298-1588 FAX (631) 298-1588 REVISED 09-25-18 N.Y.S. LISC. NO. 050882 nufttealnfna the racorda of Robert 7. Hennessy k Kenneth Y.Waychuk ;l S.C.T.M. NO. DISTRICT. 1000 SECTION: 90 BLOCK: 3 LOT(S): 13 #R 10-14-0035 S 8SO2952 E 71.17' MON. 0 C�f I^UV! V 90 VDALWOLANDS BOuNaw As nAGGEO By SUff= &MRONM80AL CONSULTING INC., JULY 17. 2012 0Q, &i;N'l S-0 qD 0 EL 7.8 P/O LOT 5s 170, PROPOSED EL 7.04d; MWDE BREMAY GIS 8.0 L 60 T wh- 4 IN-rA- EL 8.3 $l COVERED EL 8 LOT 61 IMP wl POINTIB, V-6wQY ON� SANITARY LOCATION 0 >z LID LP POINT"A"I POINT"B 8.4 Lp#I S.T. 22.5' 25' L.P.#1 40' 30.5' TRAFFIC BEARING LID Lp S EXP#1 49' 25.5' ANfIARY sysTEm EXP#2 54.5' 25.5' 7.7 010011 60.721 365 S'7903 IDA MON. RIVE FEB 1 1 2020 S11)E D C CL 6.0 L 6.0 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS EXISTING DIRT ISTONE ROADWAY TO BE IMPROVED WITH AND OR DATA OBTAINED FROM OTHERS. ADDITIONAL BLUE STONE AREA: 16,647.19 SQ.FT. or 0.38 ACRES ELEVATION DATUM. WVD88 DRAINAGE CALCULATIONS: UNAUTHORIZED AL 7ERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY GUARANTEES INDICA7ED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 7-0 7HE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS777U770N LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT 7RANSFERABLE A) DWELLING=984 SQ.FT. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUC71URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 984 x 0.166=163.34 < 164cf REQUIRED NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMEN7S (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED AND/OR SUBSURFACE STRUC1URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF. LOT 60 & P/O LOT 59 CERTIFIED TO: McCARRICK REAL ESTATE INC.; B) PROPOSED GARAGEIBREEZEWAY=309 SQ.FT. MAP OF. CEDAR BEACH PARK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; 309 x 0.166=51.3 < 52cf REQUIRED (1) 8'DIA x 2' DEEP DRYWELL=88cf PROVIDED FILED: DECEMBER 20, 1927 No.90 SITUATED AT: BAYVIEW C) GRAVEL DRIVEWAY. 940 S.F. :IFND- LOC. 01-31-20 940 x 0.166=156cf x(COMPACTED GRAVEL 0.7) = 109 C.F. TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC 'REVISED 07-09-19 TOTAL 197 C.F. SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 03-13-19 P.O. Box 153 Aquebogue, New York 11931 FINAL SURVEY 02-26-19 (1)8'DIA x 5'DEEP DRYWELL= 221 C..F. PROVIDED FILE # 18-37 SCALE 1"--30' DATE.APRIL 20, 2018 PHONE (630298-1688 FAX (631) 298-1588 REVISED 09-25-18 N.YS. LISC. NO. 050882 the record,of Robert L 11mmaW&Kenneth IL WDychuk 1 S.C.T.M. N0. DISTRICT: 1000 SECTION: 90 BLOCK: 3 LOT(S): 13 #R 10-14-0035 S85-29 s2"E 71.17' MON. s63o23�8„ JUL 1 0 2020 -9023 l nDALWEnANOS BOUNDARY AS RAGGED BY BinI U4G DEM T SUFFOLK ENVIRONMETIfAL CONSULTING INc., JULY 17, 2012 S• Na �Y/pF nF v � N�FF ,yoN RFs \ T/�/�Tjo/STUB qT SyoR N Bq NF ° Zs. oo' \ EL 7.8 \ 6J 8.3 ^ P/O LOT 59 EL 7.0 2 � O�4 •• `; BREEZEWAY �� O 10' l.0 Sry•'•: ;:a .b LOT 60 F<</ M: :::•: EL 8.3 RO. COVERED EL 8.5 / ?.9• YA LOT 61 P4.8H EGRESS �Z0 / L�7 WIC INT-8. SANITARY LOCATIONLP POINT"A" POINT"B" LP �' S 1i EL 8.4 LP 1 Ca S.T. 22.5' 25' IXP# o L.P. 1 40' 30.5' �� TRAFFIC BEARING LP P# :`8'0x5roEEP �j_ srsrE�+ �' 9� EXP#1 49' 25.5' SANITARY�j 60,72'� EXP#2 54.5' 25.5' 7.7 030100t, ` 365 MON. S79 Ira , . �'"gIVE SIDE WASH CL 6.0 THE W47ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EXISTING DIRT STONE ROADWAY TO BE IMPROVED WITH AND OR DATA OBTAINED FROM OTHERS. LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS aoomoNAL BLUESTONE AREA: 16,647.19 SQ.FT. or 0.38 ACRES ELEVATION DATUM: NAVD88 DRAINAGE CALCULATIONS: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA7701V LAW. COPIES OF THIS SURVEY MAP NOT BEARING 774E LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. A) DWELLING=984 SQ.FT. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE 984 x 0.166=163.34 < 164cf REQUIRED NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED AND/OR SUBSURFACE STRUEYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 60 & P/0 LOT 59 CERTIFIED TO: McCARRICK REAL ESTATE INC.; B) PROPOSED GARAGE/BREEZEWAY=309 SQ.FT. MAP OF: CEDAR BEACH PARK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; 309 x 0.166=51.3 < 52cf REQUIRED FILED: DECEMBER 20, 1927 No.90 (1) 8'DIA x 2' DEEP DRYWELL=88cf PROVIDED SITUATED AT- BAYVIEW AS-BUILT GARAGE 06-15-20 C) GRAVEL DRIVEWAY: 940 S.F. !'FND. LOC. 01-31-20 940 x 0.166=156cf x(COMPACTED GRAVEL 0.7) = 109 C.F. TOWN OF- SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 07-09-19 TOTAL 197 C.F. SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 03-13-19 P.O. Hos 153 Aquebogue, New York 11931 iFINAL SURVEY 02-26-19 (1)8'DIA x 5'DEEP DRYWELL= 221 C..F. PROVIDED FILE # 18-37 SCALE: 1"=30' DATE:APRIL 20, 2018 ' PHONE (831)298-1588 FAX (631) 298-1688 N.Y.S. USC. NO. 050882 1 maintaining the records of Robert L Renneeey &Kenneth M. Uoychuk t I \\J I JI m I ,• J 12 12 12 12 m I m BD aB BD aB IRC BRACEU BALL PANEL 4'-0' , 16'-0" I 4•-0" PER TABLE 1AN BRACIN METHOD +•1 1-2 CS. ,A ASPHALT SHINGLES-match existing TABLE RsotlnN P.o,res BRACING YE7H1oo aLvsP cstvsv cswsP cs-wsP . CS-WSP — — — — — — — — —— —— —— CS-WSP .r BRACE WAIL LINE SPACING(R) 16 16 16 16 a VAL TABLE R60L105 P°0.167 "MUM PANEL LENUTH pd,Al 2A• 2C W 2P I� ,\ I 1 O TABLERMIDJ(I)Pa 160 REQUIRED BRACING LENGTH Fri 39 SN It SN 1V •\. I I /• UI < YAaLER60 'G-V)P-161 VNND ADAISMENr FACTORS — -- —.—.—. _ BWL1-1 EXTERIOR SIDING I.EXPOSURE UTEGORY + + + + -1 -- ,� / I ASPHALT SHINGLES-match existing TO MATCH HOUSE 1 i ROOF EAYETO RIDGEHE1GHi 7 ] 7 7 1 WALLNEIGM 91 91 91 91 1 I •\ /• 1 C NUMBER OF BWL PER DIRECTION 1 1 I 1 ,\ 23'-5" 0 1 I S.ADDITIONAL HOLDOWNS / 1 6.GYPSUM BOARD OMITTED 14 1. 14 14 1 , 2x8 iFTERS ®16'oe-\`/ 2x 8 RAFTERS 1610C I - r 1 7 GYP6UM BOARDFASTEHUNG I 2X8 CEILING JOISTS @ 16-o-c ,X •2X8 CEILING JOIST @ 16'oc 1 0 0 -, ' _ LIAR - 1 I ,— — — —— _ — — —— — — 2x4 CO TIES @ 48"Go / \2x4 COLLAR TIES P-48'oe I n •-—— — ———— — — — — — — — — — ——— —— — ——` — — — — — — —— —— — — —— —— — — — — — — — —'� RESULT REWIRED BRACED WALL LENGTH(FT) 3 3 3 3 1 •- —— — —— — — — — — — — — —— — ————— — —— ' ' REAR ELEVATION TAINER602.,B3gge,°' ADAN6TEDLmpll,9ASGW("' � RIGHT ELEVATION I O PER PLAN BRACING LENGTH PROVIDED(FTl 6 B 6 B SCALE: 1/4"= 1'-0" SCALE: 1/4 = 1-O I w COMPLIANCE YEBIND Y Y Y T i I-- /. ;\ -- -----• W/� REWIRED BRACING LENGTH XAMSTMENT FACTORS.REQUIRED BRACING LENGTH(FEET) N ABBREvwnC+s, BSW.BRACEDWAIL LINE. I '\ I iBWL 1-2 Q CWALL MWSP- —. —.—.—. CSWSPCONnNUOUSLY SHEATHED WOOD STRUCTURAL PANEL _ �} v -}•—• CSPF,CONTINUOIISLYSHEATHED PORTAL FRAME CONSLNUCTIW IN • •—•—•—•—' �'• d Q i - 12 12 12 12 BRACING METHOD BRe n W„ND Icn — ; 2-2X12 — 2-2%12 — Ul ` 8 B BD B CS-WSP CONTINUOUS SHEATHING REFER TO DETAILS ON DNG-2 — —— —— • W W - a WOOD STRUCTIRALPAREL FOR HOLDOWNS,STRAPPING,BRACED = DETAIL PION DWS4 wALLDIAGRAMSANDDWGt CS-WSP t!, — T —— — —— — ,7L CS-WSP U FOR NAILING SCIIEDULFi ALL BRACED C) ' CSA F CONTINUOUS SHEATHNG "' PAONS NELS W,�WITH E'NO 108X84-3 PANEL 108X84-3 AN ;>- 91-0" , ASPHALT SHINGLES-matchexishng D�Q DING� ORHowzaNrALOFFSETS W W_Z EXTERIOR SIDING W W❑JO TO MATCH HOUSE _ C3 o °W._ ®® ®®® a 1ST FLOOR PLAN - W- W Y 0 ®® SCALE: 1/4" = 1'-0" a a g co ®®®® ®®®® �0 ®®®® ®®0M concrete pad outside - 24'-0" r1 I 1 of door I Q Bottom of Grade FOOM i ting1. be 36'below Minimum --•-------------- -------------------- ----- FRONT ELEVATION, LEFT ELEVATION (------------------------------ - ` 8905.12 ICE eMBIERS , - ----------------------------' MOMFIE SCALE: 1/4"= V-0" BITUMEN SHEET PLACE " I " NORIOBm1NEH6NEEr usm NI'AND F SCALE: 1/4 = 1-0 EXTEND U OM TH LOWEST AND E%TENDFROMTHELOWESTEOM OF T ALL ROOF SURFACESTOIN IDETH NOT EXTERIOR 2N INCHES INSIDETHE ON ROOF WALL LINE SLOE 0UALTHE BUILDINGGRE ONROOFSW EICE.B BARRIER SHALL ALL ALSO B -THAN e11N THE ICE B AN 3W MEASURED LO TYPICAL ROOF CONSTRUCTION .0 - - TPPIIEDNOTLESSTION HE MEASURED ALONG ROOF - - THE ROOF SLOPE FROM THE EA4E EDGE OF THE Class AAsphalt Roof Shingles W/ 1 HEIGHT 18'-0' — _--•----_._._ — BU0.DIN�.__—._._.--------- fasteners per manufacturer's specification L� o — and IRC 2015. C4 z Ice&Water barrier as per IRC section R905.1.2 < m - Framing Asper plans with 12'exterior grade ¢ ul z 12 2X4 CT @ 4B'oc 12 span rated structural plywood Sheathing, 4 Q -1 h 3 Nail to framing In accordance Fastener •p v 03 V 8 D 8 Schedules&Strapping per detail sheet(s) N UNEXCAVATED a W rn tr rnBLE 86025.1(9) Flashing per IRC 89052.8 TYPICAL GARAGE SLAB RAF7ERHEELC°NNECTION C CAST•nNi SUB 4/D 4:MWoN NMLS WNgT6 YNA%NY 0 WWY EACH RAFTER EACH SIDE TYPICAL SOFFIT CONSTRUCTION, PITCH S,M-IM•Frso () 12'Overhangs-typical N GARAGE DOORS Z . TOP OF RATE 6 WoDd fascia&6 Wood rake boards. _ ED --- _ Trim in aluminum or use'azek'or equal (7 ED Vented Vinyl Metal drip edge per IRC R905.2 8.5 (_7 Soffits Fully Vented Vinyl Soffits N mP @ Each TYPICAL _te N EACHPOKIAL = ti 2 CAR GARAGE - ralfter to tud connection 2 x 4Doug-Fir� EWood Studs @ 16'oc /RIOR WALL "as required fwof 19 8e sem, 2W� W �• a v see detail rafters DWG-1 Double tap Plate and Single Sole Plate. doors 'ao Typ all rafters both sides 12'exterior Grade-Span Rated :- _, - V ---•------ ------------------.......... ---------_-___-'--- Q Continuous Structural plywood Sheathing TYPICAL FOUNDATION Fastened per Fastener schedule. IN ACCORDANCE WITH IRC CHAPTER - -- ---------------------------- ---- -------------------------------- 1 I--• Q j m 7W GARAGE SLAB TMCHCR BOLTS F T OFFOUNDATION ToDDORs tyvecHouseWraporequal. TABLE R404.1.2(8): EACH e�.� PITCH —.— Vinyl or Wood Siding as per clients selection B'CAST-IN-PLACE WALL SECTION SEE = d Go Installed per manuf specs and IRC code. ON 16"x B'CAST-IN-PLACE CONT.WALL FOOTING, DErA%.aoNPG2 m (•� _II_e N -- --Cont.load-pathstrapp:rtpnstalledinaccordance - ----Zx4-ACQ-SILL-PLATE"COPRERTERMrT£-- —�•�—(►� >. 4 r with drawings.Provide Fire Blocicng in accordance SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND "^ Bottom of with IRC R302.11&R302.11.1 and TO VIRGIN SOIL 2'-0" 9'-0" 2'-0' g'-0• i0 Footing to Draftsto nn r R302.12&R302.12.1 be 36'below PP 9 PB 24'-O" Im Grade Minimum TYPICAL ANCHOR BOLT-IRC 8403.1.6 R, A TYPICAL FOUNDATION CONSTRUCTION MAXIMUM SPACING:12'@ 7T O C. o� • Refer to Foundation Plan EMBEDMENT OF 7"WITH NUT&WASHER. - ROOF,WALL AND FOUNDATION INTERIOR WALL FINISH 2 BOLTS PER PLATE AND HOLD AT LEAST FOUNDATION PLAN L SECTION ,4 /� STRAPPING DETAILS Provide 12'Gypsum Wall Board on ceilings ONE BOLT-12'MAX AND 3-12'MIN OFF SCALE: 1/4"= V-0-" REFER TO DWG 1 and walls ENDS OF PLATES. DIBo1D L SCALE: 1/4 = 1-O' OF N@H 1 FASTENING SCHEDULE BASED ON TABLE R602.3(1)IRC 2015 NAILING SCHEDULE GENERAL CONSTRUCTION NOTES DESCRIPTION NUYBEILTENEit uw LOCATION OF FASTENER LOCATON 1 Ali corfshum°n shalt conform to the 2015 Intenauonal Residential Code -th 2017 New York Sate amendments RoaF FnAsrR10 2 Written Dlmensims take precedence over scaled dimensions 1 BLOCN°JG BETWEEN CEILING JOISTS OR RAFTERS TO TOP RATE 4414 BOX(2-/rJ1011 EACH RAFTER TOE NAL 3 The contractor prof to the startorconsuuchon shall verily all 2 CEIL0IG JOISTS TO TOP PLATE 44Id BOX(2-1rz1 OR EALN JOIST TOE WAX. dlmansKns,exrsbrfg or raw and be responsible for Field fiL CEILING JOISTS NOT ATTACHED TO PARALLEL TABLE 8502.5.1 3 RAFIE IAPG OVER PAR ON (9) EACH LAP 4 mec antral wystems,eledrlUi systems. 4 CEEB JOISTS ATTAtltED TO PARALLEi TABLE Fb02-Sf(Y) EACH LAP, chap be installed m accordance under latest Sate approved Building Codes cOtUR TIES -fm eo%(r) AB syefBns are to be designed.Installed.IL specified by the general wntraclim,HVAC 5 oil l-1M•x RIDGESTRAP ]-fm CDUNION FACE NM.TO FAatRAFTER . elounca(w plumbing Wbinntractots 6 RAFTER TO TOP PLATE ]-tui COMMON OR 2 TOE NABS ON ONE SIDE AND - Electrical cerbFKates are to be provided the electrical contractor 4-Int BOX I TOE NMS ON OPPOSITE SIDE OF EACH RAFTER ORTRUSS 5 All New Footings shag bear on Virgin,undisturbed Sal with an assumed bearing rapacity 4-Im ort d 2000 pounds per squareFool-Ali Footings shall be 36"below grade Mimmu n.N shall 7 RODE RAFTERS m RIDGE.VALLEY OR HIP 11m COMMON TOE NAIL O be".responsiblydy of the general contractor to verify the depth of all existing footings 31m Box oft disturbed by Construction 2-1m CdAMON [END. LL- . Where the budding official delemnnes that of-place soils with an allowable bearing Capacity WALL FRAMING W of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity shall be det .ad byte-.I,Investigation 8 STUDTO STUD MOT AT BRACED WALL PANELSI tSOYMON 2P00 FACE NAR STUD TO STUD AND ABUTTING STUDS AT fm O 16'O.0 FACE NAIL 6. Cast-m-place convele shall be au enlramed,5%<7%toad air content by volume and have 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 1T x 01 an uftr ate compir"""strength at 29 days of 3000 PSL E%Copt BXpxmd Slab% 10 BUILT4m HEADER 1 Ili'D G FACE NAILAIONG MOSS garage slabs and steps shall be 3500 PSL All work shall be In accordance With the 2015 5- Bo 0 2-t hamnatanal building rode and NYS amendments 11 CONnNuous HEADER TO STUD sed Box %0 115) TOE NAIL All Conciele shall axdonn to the latest AG standards oft 4-0d coMMON Q W 12 TOP RATE TO TOP PLATE 10 BOX(it?x0162) IV 0G FACE NAR W U Reinforcement Steel mnforcament shall comply With the requirements DOUBLETOP PLATE SPLICE SOON A-D2 WITH 61m COMMON OR FACE NAIL M EACHSIDEOFEND SIMPSON H2A -T Z Of ASTM A 615,A 706 er A 996 S�ESNIC BRACED WALL LINE SPACING<2S 12-16d BOX JOIST)MIN 24'W'SPLICE LENGTH) % W Minimum yield strength of reinforcing steel shall be 40,0000 psi(grade 40), 13 (5 each Rafter.Wllh V , required romforrgnenl shall be In ac ordance with IRC Table R404 1.2(3).R404 1 2 8) DOUBLE T�ATE sPLCE SOG A-D2 Wirt 12-1m pa IW x a Int FATE NAL oN EACN SIDE OF END (5)8d x 1-112'nails in Rafter 0 ( S ENX BRACEDWMUCN`ESPAC=2S JOISTIMm24-LAPSPLICELENGTN) tui ODUMON(11R1OR 16.04 FACENAIL (2)Bd x 1-1/2'naps in plate CUT �. (n Ilf} Location of Reinforcement.The center of vertical reaforoament In basement walls shall be BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST (5)8d x 1-1/2'rolls In Stud - LENGTH located at the centerline of the Wall determined from tables R404 12(2)through R404 11(7) 14 OR BLDCIONG(NOT AT BRACED WALL) +6 Box(]air) troc FACE NAIL W W Z uplift=575lbs 12'Min YprovieamaemenliribasBmant alls abl0840412(8)dWlbe located 1Jr OR BOMRATETT BRACED JOLSANELS JOIST 11m BOX ]EACH tWOCFAIENAIL to provide a mrekunern cover of 1.1/4 Inches from the reside face. OR BLOCKING(AT BRACED WALL PANELS 2-tui COMMON 2 EAG118'O G FACE NAL Q (]�Q Concrete basement foundations shall have horizontal reinforcement as(plows. 16 ToP tai earroM PLATETo STUD 3.1m BOX END NNL 1-1/4'x 20 Gage Metal Coll W W W J 2.1m wMWaa1 CL � U)Q O Based on R404 1.2(1)-(includes basement enhances and vnndaw wells) Strap with(5}8d COmmIXI rolls ' <8'Wail Hire he One Y 4 bar wdhln 12 mhes of the cop of Wali and 3-IW BOX g 17 TOP PLATES,LAPS AT CORNERS AND INTFRSECltpJS 2-tui COMMON FACE NAIL In each end.Catch)aCi(studs O U(n= One N 4 bar near mid-l-ght of via 1. and Window or door Header. a Q 2 B'Wall Height One 1114 bar wTthm 12 Inches of the top of Wall and sad BOX Use 1-1/4'Metal W One 04 bar near Die third points m the Wall story t8 1'BRACE TO EACH STUD AND PUTS 2-m COMMON FACE NAIL Typical each side and ALL windows and doors Cod Strap 20 Gage with Y O 7. Base design value for visually graded dimensional lumber Joists,studs Rafters and All SUBFI.00R,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND '?•Mm In lid H EN DrI nails Framing lumber shall be DOUG-Fir w2 or ,bener,E=1 6 X 10 PARTICLE BOARD WALL SHEATHING TO FRAMING RAFTER-TO-STUD CONNECTOR& 11 E EACH END at a a fA Mn Flo for dimensional lumber=850 psi JACK STUDS TO HEADER TIE EACH Stud. 8 ALLEXTERIOR LUMBER Shag be ACO requiring the foll w g- DESCRIPTION OF W AmIG of FASTO1ERw N.T S. , NUMBER AND TYP v a)An Fasteners shall be Hot Diipped Galvan¢ed-ASTM A 153 class D B WLIDNG ELEMENTS OF FASTENER PARELEDGEs —suF FOLATE LEEN INALL14NG - ' orcamless steel. swPaln sAeLE Ex0 wALLFILAwIc NOTE;Bd COMMON NAILS ARE WALL TO WALL STRAP E h.)Use Copper flashing Only against ACO Lumber S41 Pates C o c m ct e)All SWcoural connectors l e stmpson strong-Tie a USP,4tc 30 3/8'-1/2' emd owMON(ROD oaR wA<L) 12'A C 2-1/2'LONG shall be Hot-Dipped Galvanized or Stainless Steel a g at h' n 31 ism-r-I- m cawaN 6• 17 A G o c ti m 9 All Engineered Wood Products sudf as'Frus Joists,Mltta-Lam,elc'shap be e c 1i n m n - _ Installed n acmrdan Jmth the manufacturers Latest bistallabon deceits, EXTERIOR WALL,WOOD STRUCTURAL PANELS B,o t x Hz a m E 2 e e oJe Framing Hsmnecters,Allowable Hole diagrams,specirraboils,eta. TO RESIST VWND PRESSURES ImspOfl hunicane t L n c `o MIoo4.am' Design Stress E=1 9,Fb=2.600 psi.Fv=285 psi _ 'Paragam PSL'Design Stress: E=2 0,FID=2,900 psi.Fv=290 psi WALL NAIL SPACING TIC each('after CON strap ap wr.t 20 gage c 'Mthony Power Beams Design Stress,E=21,Fb=3000(loci,Fv=300 psi MINIMUM NAIL MIN WOOD WOOD `o sTCO nc�ails in eaG1 end)ate rafter. `commonL m NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL.PANEL r`o PANELSPAN RANG THICKNESS SPACING EDGES FIELD m m "E o m - PROVIDE�VAULTED CICS ��t c 8 n. cook TABLE R401 4 1 PRESUMPTIVE LOAD-BEARING VALUES m SCO�t� 1751NCH 24!16 12' 16'O C 6' Ir N Each Rafter on Each side OF FOUNDATION MATERIALS of Ridge to have a Simpson - CLASS OF MATERIAL LOAD-BEARING PRESSURE INTERIOR GYPSUM WALL BOARD LSSU hanger as per O , Crystalline bedrock W'°i°O•'"OR manufadurees specification - Tri - Sedimentary and foFWed rock 4.000 psf GYPSUM BOARD GYPSUM BOARD FRAMING SPACalO OF FAS7FNFZi3 w Sandygrayd arid/orprevel(GW and GP) 3.000 psf APPLICATION ORIENTATION TO MEMBERS s¢E OF NAIu Send,wily sand,clayey send,silty gravel and clayey gravel THICKNESS To Wood tTtAmNc W z O FRAMING SPACING SCREWS - (SW,SP,SM,SC,GM and GC) 2A00 Psf muNo EITHER oN1ECTtON T 12' m CooIER NA11s 1-1/4'x 20 Gage Metal Col _ J J Z� Clay.sandy day.city day.clayey sill,silt and sandy sit 1,SDOb Psf 1n' WALL EITHER DIRECTION 8' 1E - (CL,ML,MH and CH) - Strap with(5}Bid common nails 0 x W J FLOCA MiA>fC oN PANEL in each end.Latch jack studs •_when soil tests are required by Section R401.4. WALL eaACEo WALL LocATlara roMPL TE TaP the When ishle este a capacities y Sec seri hall be pad of the Herommendations r r A��Q and window or door Header. W W Z Q GEEING EITHER DIRECIM Typical each side and ALL 2 Z-Z b Where in-plain sols With an allowable bBamg capacity of less Mian 1,500 psf 5/B' WALL EITHER DIRECTION B' 1C m CoaEa NAILS Windows and doors. 1;J W_O W are bkely to be present at the wile,the allowable bearing capacity shall be =V O wAe•Cork°m coAtEo NAns oft TYPE IU EgINiLL/JffIXtMY,IL5ULW5 WALL TO ELEVATION dMermined by a Bois investigation 518" GARAZE TMLINc P�PENaDwut G C saiLws swu mAtiWmmk WALL TO HEADER STRAPPING RAFTER TO RIDGE STRAP ko ' HABITABLEROOMS RC SC{ilon Rlo115.t nt5 ' O _ A ULTIMATE WINO DESIGN SPEED IS 170 MRI OR LESS.NAILS FORATTACHING WOOD STRUCTURAL PANELS ROOF SHEATWNGTO GABLE N , ` END WALL FRAMING SHALL BE SPACED C O C- - N J WHERE THE ULTIMATE WIND SPEED Is GREATER THAN IN MPH•NABS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING ` SHALL BE SPACED CO.C FONAMWIMUM 48-DISTANCE FROM THE ROGES EAVESANOGABLE END WALLS,AND 4'OH CENTER TO }y' (a GABLE END WALL FRAMING Q Q I TABLE 602.10.5 IRCTA13LE R80251(9) t• ~ W - RAFTEFLGEILING JOIST HEEL CONNECTION --------.�- METHOD CSr41.TABLE 8602.30)s IWC Z 1 11 11 I R602.10J(])GYP.BD FASTEN INC 4'OC AT THE PANEL EDGES,INCLUDING RAFTER GROUND SNOW 20 PSF' I 1 I I I I TOP AND BOTTOM PLATES AND ALL SLOPE SPCING MIN UNIFORMLY DISTRIBUTED LOADS �OW''�DEF�C+'ru+OF ALLOWABLE I II II HORIZONTAL JO11Nrs BLOCKED.(BOTH SIDES) ,AW ROOF SPAN se STRUCTURAL MEMBERS DEFLECTION I 1 I 11 1 SCREWS O W TYPE W OR S) C .z 12 FT 20 FT Ze FT mFT ' LOAD LOAD no fNkMd miilD�iedbiWc12� Dt6a I II 11 I ME HOOCS.S IAdnI bMble ,ii*NiA—r 10 I 11 I1 I IXiEPoOR SHEATHING)ATTACHED NUMBEROFISDCOMMONNAILS Ivbd>ek+eM putNmc HPIN WJrt.M.S.RelrA Wh".6—Nae 20 10 1 11 (t 1 WITH X2-TL NG) .t... Ui ]•12 1COC 6 B t.0 1] LD6a I II ATV10",ON EDG) fltAebb silo Bettl¢sawd ilei 6xad nUlr 70 10 17240 I 1I (( INFIELD ON EOGEAND tr OC r-illi, • n, 4 12 16.00. 4 6 e 10 � �U�1rt1O1� _ manias(�vbab)Avd dads 40 f0 I II (( I BRACEDWALL PANEL N So FASTENER -'��Oi •• �/� 5:12 1S O G ] 5 6 6 E"'ii.W°M NQi FJ3 0 1 I I -(( SHALL BE MIN.tSC GYP BO FASTENED N .co� Fee escepw ___ __ 1 WITH NAILS OR SCREWS IN ACCORDANCE (L} 4p 20 EvterorrrNk-WOW bsNMIXle 6iio3iea !1240 I 11 V--- WITH IRO TABLE R70ZIS OR A W 7-12 76'O C. 7 4 5 6 Ou4niv rsd Hlvndaia 200 F- --- _--_ -- TABLE 8602�1n FOR EI(TERIOR WALL 9 12 16'OC. ] 4 4 S EOMvwtlfc•Wlnd lvedMbvbia mann, ff140 S I 11 T -1 SHEATHING FOUNDATION-$ILLSTUD f 1 y Z Gve,deMOmep°nents ser (� 11 I CRAPPING ' W N 12:12 tBoc ] 3 4 4 prdmaer Wattle a•is0es m L=yee l 411 H'sPam tekN = 11 ' ALLHORa«Irk PANELJOINrs tt�� V Ruins aeNr Oi+isleHPlva mvnF 40 1a 11 9WLOCW3NiMON ARD IN NOTE,RMIN.tr ONSTgSHALL F. I— Q > THIS TABLE APPLIES TO CEN JpSTS LOGTED AT 710 I HALED TO COMMON WITH PAN BEAN RRL it ON w7VD OR BOTTOM OF THE ATTIC SPACE FOR CFRING JOISTS Sleepeq ionto >D to I EDGE ILING OR BLOIXING WITN WITH PANEL RAFTER FACETYRCAL wi LOCATED HIGHER N THE ATTIC THE HEEL JOINT 1 VITTH THE IRC SECTION 8402.10 0 STRAPPING N CONTACT WRN CONCRETE Olt MASONRY W U M� CONNECTION SHALL BE INCREASED AS FOLLOWS soon 40 Z) I w ALL BE NOT GIPPED 11ALVANCED AFTER FABRtCii N f16rI !e Io I II ax4 GTVO wAl1 ORMANUFAMRMFRONGI"MZ4 GALVAk ZMSTEEL SlD CD HC/Hr - HEEL JONr AIDUSRAENT FACTOR I 11 11 < in GO 1/3 1 5 11 1 2 X4 BOTTOM RATE II li 1/4 1 33 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1/5 125 I----11--- II ---I 10 �P 116 1 20 WIND DESIGN SUBJECT To DAMAGE FROM -------- ----� �O T °ROUND W1140 WIND DESIGN WRITER ICESHIELO HAzA AIR MEAN Ir¢ A SNOW SPEED TOPOGRAPIIIC Zr'- aomis WIND DESIGN WEATMERNG FROST DESIGN ICE"'E'YMENi NAZ/iRO FREEZING ANNNAL I LOAD p1FH) EFFECTS DEBBIE GTEGORY GTAGORY DCPn1 TER14tfE TEMP REQUIRED INOEIk TEMP FASTENING REQUIREMENTS FOR //�� 20LB5 5140 No No NO B B � 3'-0' T.,FMcpA, 's rEs NO lsoa wksF W1 BRACED WALL PANEL AS PER s TABLE R602 3(,31 °/gp1O-L K YAfHIN t IDLE OF THE COASTAL HIGH WATER LIE Yd/ERETHE ULIIJATE DESIGt1 W4ID SPEED 51]D MRI OIi GREATER OF NE'N APP OV D AANOT All exterior lighting DATE: ��3 installed,replaced or FEE BY: repaired shall conform NOTIFY BUILDING DEPARTMENT AT to Chapter in 765-1802 8 A TO '4 PM FOR THE of the Town Code FOLLOWING INSPECTIONS: - 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST 00 NOT PROCEED WITH BE COMPLETE FOR C.O. fRAMING UNTIL SURVEY" ALL CONSTRUCTION SHALL MEET THE C� FOUNDATION LOCATION REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PL.ACARDIIVG REQUIRED AS REQUIRP AND CONDITIONS OF SOUTHOLD TOWN ZEA � N- `- ' BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC ELECTRICAL INSPECTION REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certification ' that the drainage has been installed to Code. FASTENING SCHEDULE BASED ON TABLE R602.3(1)IRC 2015 GENERAL CONSTRUCTION NOTES NAILING SCHEDULE NUMBER AND TYP SPACING AND DESCRIPTION OF FASTENER LOCATION 1. All construction shall conform to the 2015 International Residential Code with 2017 New York State amendments. ROOF FRAMING 2. Written Dimensions take precedence over scaled dimensions 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX(2-112")OR 3-8d COMMON EACH RAFTER,TOE NAIL 2 CEILING JOISTS TO TOP PLATE 4-8d BOX(2-112")OR EACH JOIST,TOE NAIL 3. The contractor prior to the start of construction shall verify all 3-8d COMMON dimensions,existing Or new and be responsible for field fit. 3 RACEILINFTERG JOIST LAPSS NOT ATTACHED TO PARALLELOVER PARTITION TABLE R802.5.1(9) EACH LAP CEILING JOISTS ATTA 4. electrical systems, 4 RAFTER(HEEL O NTCHED TO PARALLEL TABLE R802.5.1(9) EACH LAP shall be installed in accordance under latest State approved Building Codes. COLLAR TIES 4-1 Oil BOX (3")OR All systems are to be designed,installed,8 specified by the general contractors; HVAC, 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER f electrical or plumbing sub-contractors. 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Electrical certificates are to be provided the electrical contractor. 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS 5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity 4-16d OR " } of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum.It shall 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1 Od COMMON TOE NAIL " be the responsibility of the general contractor to verify the depth of all existing footings 3-16d BOX OR Y END NAIL disturbed b construction. 2-16d COMMON Where the building official determines that in-place soils with an allowable bearing capacity WALL FRAMING O of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall a� be determined by a sails investigation. 8 STUD TO STUD NOT AT BRACED WALL PANELS 165 COMMON 24"O.C.FACE NAIL Z ( ) 3.5"x 0.162" STUD TO STUD AND ABUTTING STUDS AT 16d OX 16"O.C. FACE NAIL _O 6. Cast-in-place concrete shall be air entrained;5%<7%total air content by volume and have 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1l2"x 0.162" an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 1 d_COMMON 16"O.C. FACE NAIL ALONG EDGES - garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 10 BUILT-UP HEADER 5-8d B x 0.1(2-1/2'X0.1 International building code and NYS amendments. 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL All Concrete shall conform to the latest ACI standards. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.0 FACE NAIL Q 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END Framing lumber shall be DOUG-Fir 42 or better,E=1.6 X 106 SIESMIC BRACED WALL LINE SPACING-25' 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) LIJ Min.Fb for dimensional lumber=850 psi 13 SIMPSON H2A ''nn DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END V $. ALL EXTERIOR LUMBER Shall be ACC!requiring the following: SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) at each Rafter.With w Z a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST t6d COMMON(3-1/2")OR 16"O C. FACE NAIL (5)8d x 1-1/2"nails in Rafter �{ Q Z OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL (2)8d X 1-1/2"nails in plate /I CUT LL N or stainless steel I LENGTH Q L L b. Use Copper flashing Only against ACO Lumber Sill Plates (5)Sd X 1-1/2"nails In Stud `n Q Q ) PP 9 y 9 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-i6d BOX 3 EACH 16"O.C.FACE NAIL •�' 12"Min V c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc OR BLOCKING(AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL uplift=575lbs W shall be Hot-Dipped Galvanized or Stainless Steel. 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL 2-16d COMMON Q - O 9. All Engineered Wood Products such as"Trus Joists,Micro-Lam,etc"shall be 1-1/4"x 20 Gage Metal Coil (� U installed in accordance with the manufacturers latest installation details, 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL CLEA Framing connectors,Allowable Hole diagrams,specifications,etc. 2-16d COMMON Strap with .cat common nails S W W "Micro-Lam"Design Stress: E=1.9, Fb=2,6$0 psi,Fv=285 psi 18 1" BRACE TO EACH STUD AND PLATE T3-8d BOX FACE NAIL in each end.catch jack studs ZY O "Parallam PSL"Design Stress: E=2.0,Fb=2,900 psi,Fv=290 psi -8d COMMON and window or door Header. Use 1-1/4"Metal � J U)"Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi,Fv=300 psi Typical each side and ALL Coil Strap 20 Gage with SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND windows and doors. 12"Min (5)8d Common nails PARTICLE BOARD WALL SHEATHING TO FRAMING TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES RAFTER-TO-STUD CONNECTOR& /I- E EACH END at OF FOUNDATION MATERIALS SPACING OF FASTENERS EACH Stud. DESCRIPTION OF NUMBER AND TYP JACK STUDS TO HEADER TIE CLASS OF MATERIAL LOAD-BEARING PRESSURE BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING SUPPORTS GABLE END WALL FRAMING N.T.S. E Crystalline bedrock 12,000 psf Sedimenta and foliated rock 4,000 psf 6d COMMON(ROOF) OR,WALL) Sedimentary P 30 3/$"-1/2" 8d COMMON(ROOF) 6" 12"A s" NOTE;8d COMMON NAILS ARE °c'� c c Sandy gravel and/or gravel(GW and GP) 3,000 psf WALL TO WALL STRAP m ` -0 3 o Sand,silty sand,clayey sand,silty gravel and clayey gravel 31 8d COMMON 2-1/2"LONG v•- m A ��L) o m a: c (SW,SP,SM,SC,GM and GC) 2,000 psf 19/32"-1" 6" 12" 6" Clay,sandy clay,silty clay,clayey silt,silt and sandy silt rn o n Q m o' .n EXTERIOR WALL WOOD STRUCTURAL PANELS (CL,ML,MH and CH) 1,500b psf t a a1 cJ O o CU Z o - a�Y CL TO RESIST WIND PRESSURES a.When soil tests are required by Section R401.4, Simspon hurricane Y N 0 @ o the allowable bearingcapacities of the soil shall be art of the recommendations. WOOD WALL NAIL SPACING 1-1/4" alv.X 20 gage L rn L) Z P P MINIMUM NAIL MIN WOOD STUD Tie @each rafter g g g S O C N21 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL coil strap with(4)8d common m c b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf THICKNESS SPACING EDGES FIELD a1- ' to P 9 P Y PANEL SPAN RATING are likely to be present at the site, the allowable bearing capacity shall be nails in each end at each rafter. r °_ L) o-0 o h � n� tJtica determined by a soils investigation. Bd COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" (2.5"x0131") PROVIDE @ VAULTED CLGS = Each Rafter on Each side INTERIOR GYPSUM WALL BOARD of Ridge to have a Simpson (n IRC TABLE R802.5.1(9) GYPSUM BOARD FRAMING SPACING OF FASTENERS LSSU hanger as per W GYPSUM BOARD WINDOW HDR RAFTER/CEILING JOIST HEEL CONNECTION APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS I manufacturer's specification O Z THICKNESS TO WOOD FRAMING " FRAMING SPACING scREws iv RAFTER RAFTER GROUND SNOW:20 PSF W Z 0 0 SLOPE SPACING CEILING EITHER DIRECTION 7" 12 Sd COOLER NAILS J J Z I-_ ROOF SPAN 1/2" WALL EITHER DI RECTI ON 8" 16" 1-1/4"x 20 Gage Metal Coil _ Q < W J F OR ALL BRACED WALL PANEL -�-�� ti 12 FT 20 FT 29 FT 36 FT 1/2° WALL BRACED WALL LOCATIONS NCLUDING TOP Strap with(5)-8d common nails 11,J U.I Z 7" 7" AND BABLE LATES ) y Z Z NUMBER OF 16D COMMON NAILS IRC TABLE 602 10 4 in each end.catch nails studs CEILING EITHER DIRECTION and window or door Header. U W (D O W 3:12 16"O.C. 5 8 10 13 5/8" WALL EITHER DIRECTION $" 16" 6d COOLER NAILS Typical each side and ALL -- W (D = V 0 4:12 16"0 C. 4 6 8 10 TYPE"X"AT 1-7/8"LONG 6d COATED NAILS OR windows and doors. GARAGE CEILING EOUIVALANT DRYWALL SCREWS. 5:12 16"O.C. 3 5 6 8 5/8" BENEATH PERPENDICULAR 6" 6" SCREWS SHALL COMPLY WITH IRC SECTION R702351 TYPCIAL ELEVATION 7:12 16"O.C. 3 4 5 fi HABITABLE ROOMS WALL TO HEADER STRAPPING A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHING TO GABLE nts RAFTER TO RIDGE STRAP O 9:12 16"0 C. 3 4 4 5 END WALL FRAMING SHALL BE SPACED 6"0 C.. N W J 12:12 16"0 C 3 3 4 4 WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING Q C) SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO r E THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE GABLE END WALL FRAMING BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS LOCATED HIGHER IN THE ATTIC THE HEEL JOINT Of O W CONNECTION SHALL BE INCREASED AS FOLLOWS: TABLE 602.1 Of O.5 m U_ Z Z W f" -II H c/H r HEEL JOINT AJOUSTMENT FACTOR - - - - - - - - -,- - - -, METHOD CS-GB: TABLE R602.3(1)& R602.10 3(3)GYP BD FASTENING. MIN.UNIFORMLY DISTRIBUTED LOADS ALLOWABLE DEFELECTION OF ALLOWABLE I II It I 4"OC AT THE PANEL EDGES,INCLUDING �/� 1 13 1.5 STRUCTURAL MEMBERS DEFLECTION I I I I I t TOP AND BOTTOM PLATES AND ALL V LIVE DEAD I I I I I HORIZONTAL JOINTS BLOCKED.(BOTH SIDES) TYPICAL ANCHOR BOLT-IRC R403.1.6 1 /4 1.33 USE Rafters having slopes greater than 3/12 with SCREWS 1 5/8"TYPE W ORS _Z 1 /5 1.25 LOAD LOAD no finished ceding attached to rafters L/180 I 1 I I I I ( ) MAXIMUM SPACING:1 M2"@ 72'O.0 EMBEDMENT OF 7"WITH NUT&WASHER. f P1 Uninhabitable attics without storage t0 I I I I METHOD CS-WSP: C 2 BOLTS PER PLATE AND HOLD AT LEAST v 1 /6 1.20 Interior walls and partitions W180 I I I I I I AS PER TABLE R602.3(3) ONE BOLT-12"MAX AND 3-1/2"MIN OFF Uninhabitable attics with limned storage 20 10 1 I I - L/360 I I EXTERIOR SHEATHING ATTACHED N ENDS OF PLATES. N Habitable attics&attics served with fixed stair 30 10 1 I I I 1 WITH ad COMMON NAILS T All other structural memebers 1_/240 l I I I I (O 131 X 2.5"LONG) i Cj) Balconies(exterior)and decks 40 10 I 6"O.0 ON EDGE AND 12"0 C. " T Exterior walls with stucco finir.h I I I I I IN INFIELD � V/ .0 6"DIAMETER TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265 4 H/360 I )l 1 Fire escapes 40 20 BRACED WALL PANEL INTERIOR FINISH: -_ __ " '�' �... r 1 I I NYS REQUIREMENTS WITH Exterior walls-wind loads/brittlefinishes L/240 I I I l 1 SHALL BE MIN 1!2"GYP.BD FASTENED Y` ENGINEERED �- STRUCTURAL WOOD Guards and Handrails 200 I I_ 1 1 1 WITH NAILS OR SCREWS IN ACCORDANCE Exterior walls-wind Ioadslftexible finishes L/140 - - - - - - - - U _ _ _ y WITH IRC TABLE R702.3 5 OR <�{ U Z ONSTRUCTION TYPE Applicant shall provide engineered wood placard Guard in-fill components 50 _ _ _ _ _ _ _ _ _ _ _ T TABLE R602.3(1)FOR EXTERIOR WALL L "I", "II", "III", "IV", OR"V" on or adjacent to electrical meter box forfield inspection. L=span length,H=span height = I I I I SHEATHING "� W U r passenger vehicle garages 50 0 I l L Residential structures with Truss type construction, I I Q F_ C7 REFLECTIVE RED Pre-Engineered Wood Construction Ari Timber Rooms other than sleeping rooms 40 to UJ 11 11 i ALL HORIZONTAL PANEL JOINTS FOUNDATION-SILL-STUD PANTONE#187 Construction for new dwelling and/or any addition, SHALL OCCUR OVER AND BE Li. tl) t alteration a sign or symbol designed in accordance Sleeping rooms 30 10 1 I I NAILED TO COMMON FRAMING STRAPPING W = CO with Title 19 NYCRR Part 1265 shall be affixed on or 1 OR BLOCKING WITH WITH PANEL NOTE;ALL STRAPPING SHALL co U "t7 O adjacent to any electric boz attached to the exterior Stairs 40 20 I EDGE-NAILING IN ACCORDANCE BEAR MIN.12"ON STUD OR C'�l of the structure for field inspection WITH THE IRC SECTION R602.1D.10 RAFTER FACE TYPICAL O _ r-- REFLECTIVE Roof 2O 20 I N O WHITE FIELD FIR1 I 1 STRAPPING IN CONTACT WITH CONCRETE OR MASONRY Y. to (D 1 I i 2 x 4 STUD WALL SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM G185 OR 2450 GALVANIZED STEEL. ' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I,it 2 X4 BOTTOM PLATE �Rl ARL,'yO' DESIGNATION FOR STRUCTURAL !_ I I I I I H10C�.l' COMPONENTS THAT ARE OF 1/2" WIND DESIGN SUBJECT TO DAMAGE FROM I I I I I I F� TRUSS TYPE CONSTRUCTION STROKE GROUND WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN SNOW SPECIAL FROST FREEZING ANNUAL SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN DESIGN UNDERLAYMENT HAZARD 'F' FLOOR FRAMING INCLUDING LOAD WIND WEATHERING LINE TERMITE INDEX TEMP + GIRDERS AND BEAMS (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY DEPTH TEMP REQUIRED ZONE "R" ROOF FRAMING "Jr 20 LBS 5140 NO NO SURVEY B B SEE 3'•0" MODERATE SEE TO HEAVY SURVEY 15 YES SEVERE 1500 or lass 522 FASTENING REQUIREMENTS FOR H S� "FR" FLOOR AND ROOF FRAMINC BRACED WALL PANEL AS PER fi UNDER SECTION 602 OF THE BCNYS M WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER TABLE R602.3.(3) IRC BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B N' TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP 4'4" 7'-0" 4'-0' BRACE WALL LINE SPACING(FT) 22 22 17 17 °1 m I TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 16" 24" 30" CS-WSP -- - CS-WSP-- TABLE R602 10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 5.5 5.5 4 4 --.-. -- - -- -_. _ _._ .. _.- _- -_.- _. _ _ ---_ . ,-- - _ - ---_- - - -- TABLE R602 10.3(2)Page 181 WIND ADJUSMENT FACTORS '-----i o o f u y 3. 3 9 1. EXPOSURE CATEGORY 1 1 1 1 UI I U L 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 KITGI-IEN O ';I \0y�A F ry+^�`Z�j -BWL 1-A 7 3.WALL HEIGHT .95 .95 .95 .95 I, O m \ of 4.NUMBER OF BWL PER DIRECTION 1 1 1 1 O LIviNG ROOM 5. ADDITIONAL HOLDOWNS 1 - ^� - - U GARAGE I i 6 GYPSUM BOARD OMITTED 1.4 1.4 1.4 1.4 DWELLING GARAGE SE LLIQ -----_- j - ,�., SEPARATION IN --- I ._ ACCORDANCE WITH 2-2x10 \' 7. GYPSUM BOARD FASTENINGIRC TABLE R302.6 SEE Uj RESULT REQUIRED BRACED WALL LENGTH(FT) 7.3 7.3 5.4 5.4 7i1 NSULOATE WALLS TABLE -- ¢I ! ------_---' __ COMMON WITH LIVING 111 TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 9 t------ ---------------------------- - -- it r~n t= 2x8 RIDGE _-- M_,--_ \ AREA 0 i < W 0 N i f-F p,- _. m i I 4 4 �// z PER PLAN BRACING LENGTH PROVIDED(FT) 8 9 8 8 !, N _ LJ.. _. ..--- j 00 a 2x 8 RAFTERE� COMPLIANCE YES/NO Y Y Y V x'v !�'II� 2X8 CEILING JOISTS @ 16-oc ! _`:'x_ _ __i'I 2x4 COLLAR TIES @ 48"oc I "' REQUIRED BRACING LENGTH X ADJUSTMENT FACTORS=REQUIRED BRACING LENGTH FEET 0 -----� I I 2-2x10 /!i I I Q O ABBREVIATIONS; BWL=BRACED WALL LINE, ( ) ! I !!!1111" i BW=BRACED WALL, !` !l L CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL l m U r CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION _ _--'----- \ ! ZD W ♦/ D z O BEDROOM#4 I ry+�j yA 3. BRACING METHOD BRACED WALL NOTES. ! I ) ! BWL 1-B CS-WSP CONTINUOUS SHEATHING REFER TO DETAILS ON DWG-1 - w \ I WOOD STRUCTURAL PANEL FOR HOEDOWNS,STRAPPING,BRACED DETAIL SEE ON DWG.1 WALL DIAGRAMS,FOR NAILING SCHEDULE. m ALL BRACED WALL PANELS SHALL BE i 3' FULL-HEIGHT SECTIONS OF WALL WITH \ 3 v o CS-PF CONTINUOUS SHEATHING NO VERTICAL OR HORIZONTAL OFFSETS N E 0 PORTAL FRAME ! i- Fm '� 2-2x12 `o ii o a SEE DETAIL ON DWG-1 -- ----- - --- ._-- - - - -- ----- - ------ - ----- -- -- - - u v O1 8 cul m� ° �' CS-WSP 9'-0"x T-0"HIGH CS-WSP £v`�, o c N'.6 0 ` G U N T m c c Z a m�p o m m 0 m d m m o __.__-____-.-..-___-____-.__--_ d✓1 C O -_ 3 tcL c� cr TYPICAL ROOF CONSTRUCTION - - -` - --- ".51 2� m m.g Ba°o ��m���° 3'-0' 9'-0" T-0" R905.1.2 ICE BARRIERS; 2 y m F,E`�tj SELF-ADHERED POLYMER MODIFIED Class A Asphalt Roof Shingles w/ -.z=_ 22 m c m o NORMALISHEET USED IN UNDER AVME TANDE OF fasteners per manufacturer's specification al,'_o^ EXISTING HOUSE 7'-6" 15'-0" t�m e G 6 B 1-�iwmo- f-mEaJ=`oL EXTEND FROM THE LOWEST EDGES OF and IRC 2015. ALL ROOF SURFACES TO A POINT NOT per IRC section R905.1.2 LESS THAN 24 INCHES INSIDE THE Ice&Water barrier as p 1 ST FLOOR PLAN CONTINUOUS RIDGE VENT-- EXTERIOR WALL LINE OF THE BUILDING. Framing As per plans with 1/2"exterior grade ON ROOFS WITH SLOPE EQUAL OR GREATER I I 1 I I THAN 8/12,THE ICE BARRIER SHALL ALSO BE span rated structural plywood Sheathing, SCALE.- 114 a 1 _O RIDGE BOARD-` APPLIED NOT LESS THAN 36"MEASURED ALONG Nail to framing in accordance Fastener THE ROOF SLOPE FROM THE EAVE EDGE OF THE Schedules&Stra pp•m BUILDING g per detail sheet(s). Flashing per IRC R905.2.8 12 T-6" 12 _= :.:_- =1 TYPICAL SOFFIT CONSTRUCTION. 2x4 CT @ 48"oc a 12 12"overhangs-typical 12 6"Wood fascia&6"Wood rake boards. ----------------------------------------------------- IRC TABLE R802.5.1(9) nm In a uminum or use aze or equal _ a ✓ - -- RAFTER HEEL CONNECTION Metal drip edge per IRC R905.2.8.5 ________________________________ ___ _____ -------------------------------- - ____________ __ •' r 6-1D COMMON NAILS Fully Vented Vinyl Soffits ___________________ EACH RAFTER EACH SIDE--- V Top or Plate _ TYPICAL EXTERIOR WALL 2 x 4 Doug-Fir Wood Studs @ 16"oc. -Simpson 1-12A @ Each Double top Plate and Single Sole Plate. o UNFIN.BASEMENT rafter to stud connection , sea detail on OWG-1 112"exterior Grade-Span Rated BO Typ all rafters both sides ' 'o O Continuous Structural OSD Sheathing. w " �., UNEXCAVATED Fastened per Fastener schedule. ~O � � uJ TYPICAL GARAGE SLAB tyvec House Wrap or equal. Q 4" CAST-IN-PLACE SLAB p Vinyl or Wood Siding as per clients selection _ _ PITCH SLAB-1/4"FT TO r U) 1 CAR GARAGE installed per manuf specs and IRC code. - - I o GARAGE DOORS ¢ 0 4 Cont.load path strapping installed in accordance ui with drawin cc w v s. Provide Fire Blocking in accordance ' TYP rARArF RI AIR Top of Foundation g g ; •-------, ---Fr-- I!, PITCH To DOORS - - - with IRC R302.11 &R302.11.1 and c� - _ O - _. _ --_ - _ - - _ _ -_ __ ._ -D-_:; _ -- -_ _ _ M DROP TOP OF CONCRETE Draftstopping per R302.12&R302.12.1 I - -`AS REQUIRED FOR LL rn `• SWING DOOR,SEE PLAN N 1 I 4 TYPICAL FOUNDATION CONSTRUCTION FOR SIZE Refer to Foundation Plan Bottom of " Footing to - ^ be 36"below Grade Minimum SECTION Q ROOF,WALL AND FOUNDATION $ STRAPPING DETAILS REFER TO DWG 1 --- Ix ' SCALE: 1/4 1-0 _-rJrJ a tV UP DROP TOP OF CONCRETE jI I AS REQUIRED FOR GARAGE DOOR,SEE PLAN _ FOR GARAGE DOOR SIZE TYPICAL FOUNDATION ; --------------------------- ---- --------- ------------------------------- IN ------------------------IN ACCORDANCE WITH IRC CHAPTER 4 TABLE R404.1.2(8): ----------------- ------------------------------------------- --- -------------------- ►~�+ a .? ��•, �� 8"CAST-IN-PLACE WALL b 04 M o ON 16"x 8"CAST-IN-PLACE CONT.WALL FOOTING, U ° 00 2 x 4 ACO SILL PLATE,COPPER TERMITE � x SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND ;d, _C1 o TO VIRGIN SOIL AND BE FULL HEIGHT OTYPICAL ANCHOR BOLT -IRC R403.1.6 2'-11" 9'-2" 2'-11" ED A�E 'Cys MAXIMUM SPACING: 1/2"@ 72"O.C. 40'_0" EXISTING HOUSE T-6" 15'-0" EMBEDMENT OF 7"WITH NUT&WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST Q ONE BOLT-12"MAX AND 3-1/2"MIN OFF FOUNDATIONWALL KEY - ENDS of PLATES. FOUNDATION PLAN -k- EXISTING WALLS SCALE: 1/4 = 11-011 NEW WALLS V3 O F— Z O F= 12 12 ® ®I 112 [7W � 12 � �-. W W < > z CD 0 D W J To of Plate —I r= Q O U co +H W W �e Z < O Q O —J U) I I E° m a o E Ln To f Foundation :s-E, IN° a « U Q V y w 0 FINISHED GRADE Q u y c $c U c -ro ds.`soa 3s Bot ofFti REAR ELEVATION I I L I I I I I I SCALE: 1/4" = 1'-0" T c n E m m go$L O � O W N ~ O c Z 00 of__ - Q W Q D[if UWj W 12 12 12 W w Q 1 2 L U) 12 12 _ 12 12 C/) FSI Ell V Tom of PI te_ ® C3 _ U ;✓ a f R MIMI= 0 o U In M W W 'O Top of Found tion - - - - - - - - - - - - - — - - - ' FRONT ELEVATION IU _ _ _ _ _ _ _ _ _ _ _- - - - - - - ottomo - _ _ _ _ Footing ] of O L J L J SCALE: 1/4" — 1'-0" RIGHT ELEVATION 36"below — — Grade Minimum I I I SCALE: 1/4" = 1'-0" �� - I� - - — - - - - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - � .9r^ � w yo FASTENINGSCHEDULE Outside Elevation Extent of header(two braced wall segments) BASED ON TABLE R602.3 (1) IRC 2015 Extent of header(one braced wall segment) �• NAILING SCHEDULE GENERAL CONSTRUCTION NOTES ° — ____ _ Side Elevation T-r _'-- ° DESCRIPTION NUMBER AND TYP SPACING AND a° _ o OF FASTENER LOCATION o0 ° ° ° ° fasten king stud to header with 1. All construction shall conform to the 2015 International Residential Code ° o ° ° ° Min.3"x 11-1/4"net header Header , , / 6-16d sinker nails with 2017 New York State amendments. ROOF FRAMING ° ° ° shall occur at top of wall ° ° ° ° ° fasten top plate to header with ° °-A §° °-�-- two rows of 16d sinker nails @ 3"o.c. 4-8d BOX (2-112")OR Header shall be Top plate continuity is 2. Written Dimensions take precedence over scaled dimensions 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL fastened to the required per R602.3.2 kin stud with CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 9 Braced wall line 3. The contractor prior to the start of construction shall verify all 2 3-8d COMMON EACH JOIST,TOE NAIL 6-16d sinker nails continuously sheated P Y Minimum 40001b header-to-jack-stud CEILING JOISTS NOT ATTACHED TO PARALLEL s with 1/2"wood dimensions, existing or new and be responsible for field fit. TABLE Rso2.5.1 9 a, X Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening ( ) EACH LAP m attern as shown and 3 in.o.c.in all framing studs and sills structural panels 3 RAFTER LAPS OVER PARTITION m P ° CEILING JOISTS ATTACHED TO PARALLEL = ° w ° p g( ) opposite side of sheathing 4. electrical system:, 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP Minimum 40001b header-to-jack-stud strap ° shall be installed in accordance under latest State approved Building Codes. COLLAR TIES 4-10d BOX (3") OR o 0 on both side of opening opposite side of Panel splice edges shall occur over All systems are to be designed, installled, &specified by the general contractors; HVAC, 5 FACE NAIL TO EACH RAFTER :9 ° � sheathing and be nailed to common blocking OR 1-114"X 20 a RIDGE STRAP 3-10d COMMON 3" o = ° ° 9 a'o�-tea Min.Double 2x4 framingcovered with minimum _ o,. within the middle 24"of the portal- electrical or plumbing sub-contractors. X ° °- °' ° g --- off_ - le height. One row of 3"o.c.Wallin p g 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND L 1/2"thick wood strucral ane/sheathing g g g Electrical certificates are to be provided the electrical contractor. 4-1od BOX 1 TOE NAILS ON OPPOSITE SIDE x '° is required in each panel edge. p � i° with 8d common nails @ 3"o.c.In all framing °I OF EACH RAFTER OR TRUSS !° ° if needed � i {studs,blocking,and sills)typical ° 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity I 4-1ORe z'to 18'(finished width) Min Double 2x4 or ° of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-16d COMMON TOE NAIL !° Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural be the responsibility of the general contractor to verify the depth of all existing footings 3-16d BOX OR ! per Table R602.10.5 0l panel sheathing disturbed by construction. 216d COMMON END NAIL i, Min double 2 x post e No.of jack studs per O Where the building official determines that in-place soils with an allowable bearing capacity Min. (2)2x4 typ. Table R602.7(1&z) 9 P 9 P Y WALL FRAMING !° ° �-- of less than 1,500 psf are like) to be resent at the site, the allowable bearing capacity shall Min.(2)1/2"Diameter anchors Y p g p Y 16d COMMON installed per section R403.'1.6 '7 be determined by a soils investigation. $ STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5"x 0.162" 24"O.C.FACE NAIL with 2"x 2"x 3/16"plate washer z 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL 0 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 16d COMMON garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 1 O BUILT-UP HEADER (3-1/2"x 0.162") 16 O.C. FACE NAIL ALONG EDGES X(2-1/2"X0.113") International building code and NYS amendments. 11 CONTINUOUS HEADER TO STUD OR 5-8d BOX 4-8d COMMON TOE NAIL All Concrete shall conform to the latest ACI standards. METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 0 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL NO SCALE Q 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END WFraming lumber shall be DOUG-Fir#2 or better, E=1.6 X 10 6 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) Min. Fb for dimensional lumber= 850 psi 13 SIMPSON H2A DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-i6d(3-112"x 0135") FACE NAIL ON EACH SIDE OF END at each Rafter. With Q W . 8. ALL EXTERIOR LUMBER Shall be ACO requiring the following: SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class DBOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL (5) 8d x 1-1/2" nails in Rafter 114 z OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL (2) 8d X 1-1/2" nails in plate CUT 'Q iry or stainless steel. (5) 8d x 1-1/2" nails in Stud LENGTH 0 Q b.) Use Copper flashing Only against ACQ Lumber Sill Plates 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL 12" Mln c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL uplift = 575lbs W J shall be Hot-Dipped Galvanized or Stainless Steel. 3 1sd Box 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON 3-1 6 d Box END NAIL 0 O 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be V - installed in accordance with the manufacturers latest installation details, 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL 1-1/4" x 20 Gage Metal Coil CLEAR Strap with (5)-8d common nails w ~ Framing connectors,Allowable Hole diagrams, specifications, etc. S W D Micro-Lam Design Stress: E = 1.9, Fb=2 600 psi, Fv = 285 psi " 3-8d BOX in each end. catch jack studs 7 g p p 18 1 BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL Z O "Parallam PSL" Design Stress: E = 2.0, Fb = 2,900 psi, Fv= 290 psi and window o i door Header. Use 1-1/4" Metal O J "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv = 300 psi Typical each side and ALL Coil Strap 20 Gage with SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND windows and doors. 12" Min (5) 8d common nails PARTICLE BOARD WALL SHEATHING TO FRAMING TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES RAFTER-TO-STUD CONNECTOR & in EACH END at OF FOUNDATION MATERIALS SPACING OF FASTENERS EACH Stud. DESCRIPTION OF NUMBER AND TYP JACK STUDS TO HEADER TIE -6 BUILIDNG ELEMENTSINTERMEDIATE ROOF SHEATHING a) CLASS OF MATERIAL LOAD-BEARING PRESSURE OF FASTENER PANEL EDGES SUPPORTS GABLE END WALL FRAMING N.T.S. E Crystalline bedrock 12,000 psf 6d COMMON(SUBFLOOR,WALL) A c 0 m rn C `C 8d COMMON(ROOF) WALL TO WALL STRAP m 0 0 CL Sedimentary and foliated rock ,000 psf 30 3/8" - 1/2" 6" 12" 6" NOTE; 8d COMMON NAILS ARE m �-" L 0 (Z m Sandy gravel and/or gravel (GW and GP) 3,000 psf A 2-1/2" LONG Sand, silty sand, clayey sand, silty gravel and clayey gravel 31 19/32"- 1" 8d COMMON 6" 12" 6" 0 Cn L) a) co C (SW, SP, SM, SC, GM and GC) 2,000 psf rJ •o Co Q 'W 0 ,a? rn . . rn 0%0 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt rn 0 -.— EXTERIOR c c WALL WOOD STRUCTURAL PANELS U 0 a 0 o a) -Y (CL, ML, MH and CH) 1,500b psf t a) L a) L � o TO RESIST WIND PRESSURES L - = e.9 a0) a. When soil testis are required by Section R401.4, Simspon hurricane .a? o o the allowable bearing capacities of the soil shall be part of the recommendations. WOOD WALL NAIL SPACING 1-1/4" alv. X 20 gage s .a o rn 0 MINIMUM NAIL MIN WOOD g 9 9 v c rn �. STRUCTURAL PANEL STUD Tie @ each rafter b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf NAIL SIZE PENETRATION STRUCTURAL coil strap with (4) 8d common M c rn " p g p Y p PANEL SPAN RATING THICKNESS SPACING EDGES FIELD in � t '— -0 are likely to be present at the site, the allowable bearing capacity shall be nails in each end at each rafter. °� � E 0 c5 determined by a soils investigation. 8d COMMON NAIL ~ CL 0 M 0 Cr (2.5"X0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" PROVIDE @ VAULTED CLGS Each Rafter on Each side INTERIOR GYPSUM WALL BOARD of Ridge to have a Simpson IRC TABLE R802.5.1(9) LSSU hanger as per W ( ) GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS WINDOW HDR RAFTER/CEILING JOIST HEEL CONNECTION APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS manufacturer' ORIENTATION specification F— Z THICKNESS TO WOOD FRAMING FRAMING SPACING SCREWS RAFTER RAFTER GROUND SNOW:20 PSF _ (n CV SLOPE SPACING ROOF SPAN 1/2" CEILING EITHER DIRECTION 7" 12" 5d COOLER NAILS J J Z 1--- 12 FT 20 FT 28 FT 36 FT 11 WALL EITHER DIRECTION 8" 16" Q — U) 1-1/4" x 20 Gage Metal Coil ° n�// W .I FOR ALL BRACED WALL PANEL i` in L.J. 1/2 WALL BRACED WALLLOCATIONS NCLUDING TOP Strap with (5)-8d common nails Lli W = Z Q 7" 7" AND BOTTOMPLATES NUMBER OF 160 COMMON NAILS IRC TABLE 602.10.4 in each end. catch jack studs ° °° I— CEILING EITHER DIRECTION and window or door Header. °° U W O W 3: 12 16"O.C. 5 8 10 13 5/8" WALL EITHER DIRECTION 8+1 161+ 6d COOLER NAILS Typical each side and ALL `--- U) (D = C) ID 4: 12 16"O.C. 4 6 8 10 TYPE"X" AT 1-7/6"LONG 6d COATED NAILS OR windows and doors. „ GARAGE CEILING 11 EQUIVALANT DRYWALL SCREWS. 5: 12 16"O.C. 3 5 6 8 518 BENEATH PERPENDICULAR 6 6 SCREWS SHALL COMPLY WITH AL ELEVATION LE7: 16"O.C. 3 4 5 6 HABITABLE ROOMS IRC SECTION R702.3.5.1 WALLTYPCI O H ADER STRAPPINGA.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHING TO GABLE nits RAFTER TO RIDGE STRAP o 16"O.C. 3 4 4 5 END WALL FRAMING SHALL BE SPACED 6"O.C.. NJ 16"O.C. 3 3 4 4 WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING Q SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO } U GABLE END WALL FRAMING � 0 THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE Q O Lu BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS = (q LOCATED HIGHER IN THE ATTIC THE HEEL JOINT h— CONNECTION SHALL BE INCREASED AS FOLLOWS: II TABLE 602.1 O.5 W Q W L LL z 0-1 H c / H r , r, ,_ _ , METHOD CS-GB: TABLE R602.3(1)& HEEL JOINT AJDUSTMENT FACTOR R602.10.3(3)GYP. BD FASTENING. MIN. UNIFORMLY DISTRIBUTED LOADS ALLOWABLE DEFELECTION OF ALLOWABLE I I I ! I l 4"OC AT THE PANEL EDGES,INCLUDING 1 / 3 1.5 STRUCTURAL MEMBERS DEFLECTION I I I I II TOP AND BOTTOM PLATES AND ALL 1 /4 1.33LIVE DEADI I I 11 HORIZONTAL JOIINTS BLOCKED. (BOTH SIDES) TYPICAL ANCHOR BOLT -IRC R403.1.6 USE Rafters having slopes greater than 3/12 with SCREWS( 1 5/8"TYPE W OR ) 1 / 5 1.25 LOAD LOAD no finished ceiling attached to rafters L/180 I I I I I I EMBEDMENT OF 7"GWITH NUT&WASHER. Z 1 / 6 1.20 Uninhabitable attics without storage 10 I I I I METHOD CS-WSP: c 2 BOLTS PER PLATE AND HOLD AT LE Interior walls and partitions H/180 I I I ! ! Uninhabitable attics with limited storage 20 10 I AS PER TABLE R602.3(3) ONE BOLT-12"MAX AND 3-11, MIN O Bldg Dept copy from ZBA L/360 I l ! I I I EXTERIOR SHEATHING ATTACHED ENDS OF PLATES. Final revlewed-�0Q ments I I I WITH 8d COMMON NAILS n! ZBA Flle# �i�C"l� (V Habitable attics&attics served with fixed stair 30 10 I I ! �- AII other structural memebers L/240 I I I (0.131 X 2.5"LONG) Date: / / O Balconies(exterior)and decks 40 10 1 1 I AT 6"O.C.ON EDGE AND 12" O.C. ° ° '?0,f D IT-it ra l� ++ Exterior walls with stucco finish I I I I I IN FIELD -777, i = r- Is— 6 DIAMETER —�I TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 H/360 I I I I BRACED WALL PANEL INTERIOR FINISH: °� ° Fire escapes 40 20 I IUJ NYS REQUIREMENTS WITH Exterior walls-wind loads/brittle finishes L/240 I l 1 =III-III I I I SHALL BE MIN. 1/2"GYP.BD FASTENED _ ENGINEERED STRUCTURAL WOOD Guards and Handrails 200 I WITH NAILS OR SCREWS IN ACCORDANCE -III-III ° ° �" Exterior walls-wind loads/flexible finishes L/140 - - - - - - U _ _ _ 1 =1111 - RECEIVED ( 1 WITH IRC TABLE R702.3.5 OR V fA z CONSTRUCTION TYPE Applicant shall provide engineered wood placard Guard in-fill components 50 TABLE R602.3(1)FOR EXTERIOR WALL W I", "II", "III", "IV", OR"V" on or adjacent to electrical meter box for field inspection. L=span length,H=span height = I I I 3 SHEATHING L_ passenger vehicle garages 50 (D 1 I 1 I DEC 2 4 2019 0 Q) M Residential structures with Truss type construction, I I `�. / REFLECTIVE RED Pre-Engineered Wood Construction And/or Timber Rooms other than sleeping rooms 40 10 W I I I ALL HORIZONTAL PANEL JOINTS FOUNDATION-SILL-STUD �,/ _ C� PANTONE#187 Construction for new dwelling and/or any addition, = 1 I 1 SHALL OCCUR OVER AND BE n �?rd of T�pFea1s LL T alteration a sign or symbol designed in accordance Sleeping rooms 30 10 I I STRAPPING I ..I. 00 ! NAILED TO COMMON FRAMING �,,,._- _� I with Title 19 NYCRR Part 1265 shall be affixed on or I OR BLOCKING WITH WITH PANEL NOTE;ALL STRAPPING SHALL W U O adjacent to any electric box attached to the exterior Stairs 40 20 I EDGE-NAILING IN ACCORDANCE BEAR MIN.12"ON STUD OR — N - I of the structure for field inspection Roof 20 20 1 WITH THE IRC SECTION R602.10.10 RAFTER FACE TYPICAL o _ REFLECTIVE t �1 O M WHITE FIELD I I I STRAPPING IN CONTACT WITH CONCRETE OR MASONRY Lei. Lo co I I I I I 2 x 4 STUD WALL SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION oF-D AqC OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. ` U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA i 2X4 BOTTOM PLATE DESIGNATION FOR STRUCTURAL COMPONENTS THAT ARE OF 1/2" WIND DESIGN SUBJECT TO DAMAGE FROM I I I I I I TRUSS TYPE CONSTRUCTION STROKE GROUND WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN SNOW SPECIAL - - - - - - - - - - - - - " SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL F" FLOOR FRAMING INCLUDING LOAD WIND WEATHERING LINE TERMITE INDEX TEMP v GIRDERS AND BEAMS (MPH) EFFECTS REGION DEBRIS CATEGORY CATAGORY ZONE DEPTH TEMP REQUIRED "R" ROOF FRAMING SEE MODERATE SEE F20 LBS s140 NO NO SURVEY B B SEVERE 3'-0" TO HEAVY 15 YES SURVEY 1500 or less 52.2 FASTENING REQUIREMENTS FOR "FR" FLOOR AND ROOF FRAMING BRACED WALL PANEL AS PER UNDER SECTION 602 OF THE BCNYS M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER TABLE R602.3.(3) IRC BRACED WALL PANEL 12'-0" C\1 r PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-8 4'-0" 4'-0" 4'-0" TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-PF m m I I BRACE WALL LINE SPACING(FT) 4 4 14 14 _ _ _ �. CS-WSP — — — — — — — — /71 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 24" 24" 18" CS_WSP TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.5 2.5 4 4 I a I N o- \ Cn / U)-----, o ( +7 w v �Q TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS ------ LIMC/) �y� LL o ,�O'�/ C + O 1. EXPOSURE CATEGORY 1 1 1 1 KITCHEN —BWL 1-A t— 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 0 0 C? GARAGE N / I z DWELLING GA 3. WALL HEIGHT .95 .95 .95 .95 0 0 SEPARATION (NAGE O LIVING ROOM ACCORDANCE WITH Y F- 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 IRC TABLE R302.6 .. SEE DWG-1 FOR TABLE Q 5. ADDITIONAL HOEDOWNS \ � Q Fi C--- CS-WSP _ o 2-2x10 Cl) 6. GYPSUM BOARD OMITTED ° o --- --- - ------- --- w 7. GYPSUM BOARD FASTENING ------- `D `r aov � rrWnn ------- �uj o \ v Q V W RESULT REQUIRED BRACED WALL LENGTH(FT) 2.4 2.4 4 4 � 2x8 RIDGE io - "', ------- w '� z F' in 2x 8 RAFT�RS Ca 16"oc TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 4.5 -------- g N �+- ------- 00 2X8 CEILING JOISTS @ 16"oc Q PER PLAN BRACING LENGTH PROVIDED(FT) 8 8 8 4.5 N X v / 2x4 COLLAR TJES @ 48"oc t�1 Q _N 1XV._ M �✓ O --------- -------- ------- -- COMPLIANCE YES I NO Y Y Y Y2-2x10 REQUIRED BRACING LENGTH XADJUSTMENT FACTORS=REQUIRED BRACING LENGTH(FEET) 0 N ��Q �+i cn ABBREVIATIONS; BWL=BRACED WALL LINE, v -�'`�/ \I %b BWL 1-B W BW=BRACED WALL, - N I 'ti w D — - - W CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL BEDROOM #4 U / 1L \ z CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION n. �- Q �0 00 RACING / \ O J v, B METHOD BRACED WALL NOTES: � U U CONTINUOUS SHEATHING REFER TO DETAILS ON DWG-1 2-2x12 WOOD STRUCTURAL PANEL FOR HOLDOWNS,STRAPPING, BRACED DETAIL SEE ON DWG-1 WALL DIAGRAMS,FOR NAILING SCHEDULE, CS PF 9'0" x 7'-0"HIGH CS PF ,n ALL BRACED WALL PANELS SHALL BE z — — _ — _ — — — — — o c E m FULL-HEIGHT SECTIONS OF WALL WITH NO VERTICAL OR HORIZONTAL OFFSETS.PORTAL FRAME m ° E ,� CS-PF CONTINUOUS SHEATHING J >T" SEE DETAIL ON DWG-1 - - --- w urn E c=i c m c 2 0-8= N o 't ° cmc o c c Z C. D m ° - O v. NA �O'n D O y U Q O Y C n.U y` ;.9 O °r 8 3 L c c—''3 0 3 - 6 0 0 0 O d U ('~U6 '0' w ___ _ CU C con tU-. N to 01 a _ m y --------- --------- oc N�a a 3 o a O or —0'2- - C O TYPICAL ROOF CONSTRUCTION R905.1.2 ICE BARRIERS: .�.0 v s U U c SELF-ADHERED POLYMER MODIFIED Class AAsphalt Roof Shingles w/ EXISTING HOUSE I z.___ ¢ ,n c m = D BITUMEN SHEET USED IN PLACE OF , 40'0" 7'-6" 12'-0" c a E 6 m-° o NORMAL UNDERLAYMENT AND fasteners per manufacturers specification F U o,m a H cu E a o n. EXTEND FROM THE LOWEST EDGES OF and IRC 2015. ALL ROOF SURFACES TO A POINT NOT Ice & Water barrier aser IRC section R905.1.2 1ST FLOOR PLAN LESS THAN 24 INCHES INSIDE THE p CONTINUOUS RIDG ENT EXTERIOR WALL LINE OF THE BUILDING. Framing As per plans with 1/2" exterior grade ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12,THE ICE BARRIER SHALL ALSO BE span rated structural plywood Sheathing, SC4LE. 1/4" _ � _0 RIDGE BOARD 11 APPLIED NOT LESS THAN 36"MEASURED ALONG Nail to framing in accordance Fastener THE ROOF SLOPE FROM THE EAVE EDGE OF THE Schedules & Strapping per detail sheet(s). BUILDING pp g Flashing per IRC R905.2.8 12 7'-6" 12'-0" 12 TYPICAL SOFFIT CONSTRUCTION. a 12 12" overhangs-typical 12 D 2x4 CT @ 48' oc 6 Wood fascia & 6 Wood rake boards. --------------------------------------------------------------------------- ---------------------- ------------------------- IRC TABLE R802.5.1(9) Trim In aluminum or use aze or equal Metal drip edge per IRC R905.2.8.5 ' 4 _ Qa RAFTER HEEL CONNECTION p g p ------------------------------- ------ --------------------------- 6-iDCOMMON NAILS Fully Vented Vinyl Soffits ' ' :_____; -_____ EACH RAFTER EACH SIDE Top of Plate _ _ TYPICAL EXTERIOR WALL 2 x 4 Doug-Fir Wood Studs @ 16" oc. Sim son H2A Each rafter to stud connection p @ Double top Plate and Single Sole Plate. , , o UNFIN. BASEMENT � � � see detail on DWG-1 1/2" exterior Grade - Span Rated 1 1 -1 -N 1 1 w Typ all rafters both sides ; ; o CD ao UNEXCAVATED o Continuous Structural OSD Sheathing. Lu w 1 N 1 U) T r Fastened per Fastener schedule. o TYPICAL GARAGE SLAB a N Lu �- °° tyvec House Wrap or equal. ' x 4" CAST-IN-PLACE SLAB O Vinyl or Wood Siding as per clients selection z N , � N PITCH SLAB - 1/4" FT TO � � � , . Q 1 CAR GARAGE installed per manuf specs and IRC code. o GARAGE DOORS o ¢ o Cont. load path strapping installed in accordance -----___ cwi� w Top of Foundation with drawings. Provide Fire Blocking in accordance ; _______, ___ __, _____ =N _--____, _______, °, ; o m > Q I I 1 ==$==F==7 I I I I I I I I I ' LLI PITCH TO DOORS - - — with IRC R302.11 & R302.11.1 and I D`, ' __±__�__� DROP TOP OF CONCRETE ° Draftstopping per R302.12 & R302.12.1 r--- -----------'- o== ------------- ----- ---- --- -_ ____------- -- ---'-------------__' _ a I _______ __ ____________ __ - ' -' -- -_ 1 I C� AS REQUIRED FOR , I , I --t--r-- I I I I I I , , SWING DOOR,SEE PLAN ---- --- --"__"- -- ------ ------ I I FOR SIZE ° TYPICAL FOUNDATION CONSTRUCTION Refer to Foundation Plan Bottom of f I 1 I I I I o I Footing to be 36' below Grade Minimum SECTION t _ A ROOF,WALL AND FOUNDATION ; ; N i � N I I -------- _, 1 I L, r• ° I STRAPPING DETAILS , °---_-, I 1 x DROP TOP OF CONCRETE REFER TO DWG 1 , , � , , : , I SCALE: 1/411 = I'-d' I ' — 1 19 c0 AS REQUIRED FOR a I Bldg Dept copy from ZIIA GARAGE DOOR,SEE PLAN v Final reviewed doetza is FOR GARAGE DOOR SIZE a i ZBAFileDate: 4— I I U P !�- I I I I 1 u � I r, I I 1 I j - ---------------------------- --- � W o TYPICAL FOUNDATION --------------------------------;----- ------------------------------------ -----;------------------------------ _� Z ,� N (2)ANCHOR BOLTS RECEIVED IN ACCORDANCE WITH IRC CHAPTER 4 --- - - II H � ORTAL TABLE R404.1.2(8): --------------------------------- ---------- ----------------------- ----------------------------------------------- FRAME WAN EACH LL N > M 8" CAST-IN-PLACE WALL SECTION-SEE 0 ..� 2 4 2019 -d P4 „ „ ( DETAIL 3 ON PG 2 1 ON 16 x 8 CAST-IN-PLACE CONT. WALL FOOTING, I z�,l;�,� ,rt, U .- . N 2 x 4 ACQ SILL PLATE, COPPER TERMITE I r' of Anpealr © � -� I cj SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND TO VIRGIN SOIL AND BE FULL HEIGHT I,b; - - - - - - - - - d; /� D p O TYPICAL ANCHOR BOLT - IRC R403.1.6 -5 91-211 -5 � MAXIMUM SPACING: 1/2" @ 72" O.C. EXISTING HOUSE EMBEDMENT OF 7 WITH NUT & WASHER. 40--o-, 71-61' 121-011 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT - 12" MAX AND 3-1/2" MIN OFF FOUNDATION WALL KEY t 4 ENDS of PLATES. FOUNDATION PLAN o,n EXISTING WALLS SCALE: 1 /4" = V-011 4 �T` FNF`�%� NEW WALLS O Z 12 12 B Q 12 12F7 W � � Z �C 0 C� D � W .J To of Plate Q - O EEE z < o o1U) 00 i U) 'E6 C ,O m•— "E y To f Foundation t = w L o _ _ _ _ FINISHED GRADE C S y O] �� ff•�.L.+ O _,:..�,.., ... ., _ ._. .. - .. ... .. -—1 ...._........_...n_.,.,..w......._..._.... �w____.,.......e.,,._ ,. ..,..,_,.... ,..._...................... a _....v.....- �.-, _ - _ _ ..�...a.....W............. - O O O b y 1[ O C 4 II 1I 1 II iI II II LL�d�LyQ2U=c�o Lm�iC03 �, Bot ofFting — — — — — — — — — — 2cO'L.c�w�12 _ _ _ _ _ _ _ _ _ _ _ _ REAR ELEVATION op L.,3p.. N �� 3oE — V-011 1 I I L J L J api o a• m �a� �,g�� I SCALE. 1 /4" — 1 —011 � o I I I U ` Ul y (0 U . E = C U y (6 C Q to C N C N cc L C O.E m m'O NUO OU.L... y U U! M cr f-' M E a.s O O. RECEIVED 0 r' W O � DEC 2 4 2019 0 z -- - l �- cn tonin^ Board n`Appeal' Q W U) J 12 12 U-CK U) 12 12 12 12 12 Toa of PI to a from ZBA `,/ Bldg �pttepY riH8l cvlewedoments M� f•T1 �a o 00 e On ilo 00!110 Ur Top of Foun tion ~ . - - - — pix ct _._ . .. .,. ..._ ._... .,w,_._. _.._ _,.... _. .....W,.... .. _:._. .._ uG...u_ ._ _ _ .. �._ _m .M0 A. __._ _. . ... .. _.._ _._. m .. .. _,..ry.._–..._1. . _ _r r.E e. m_. . .v .. � __ _._._ _ w,. 1 .....:._�.w,......u...,«.W.,.a._„ .. i �.�..w. .�. .. � ..� ..arm.. ...,.,...• f;•`�''�LI rJ `1 yip'!; ' — — — — — — — — — — — — — — - - - - - - - - ' I I I I I I I I I I FRONT ELEVATION ' ' - - - - - — — — — - — . - tip, ( V — — — — — — — — — — — — - - - ng ' - - — — — — — — — — — — — — — — — — — — — — Bottom 36" belof I I 1 I I I _ 1 is Bot of Fo i � H — 1 11 I '' fir- �• Footing L J t_ J I I SCALE: 1 /4" — 1 —0 I RIGHT ELEVATION 36" below — — -�' 1 n Grade Minimum } I — I - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —" I \�`4"�� N .,,%+` SCALE: 1 /4 = 1 -0 _ T _ _ _ _ _ _ _ _ _ _ _ _ _ _ FASTENINGSCHEDULE Extent of header(two braced wall segments) BASED ON TABLE R602.3 (1) IRC 2015 Outside Elevation Extent of header(one braced wall segment) �• 0/I NAILING SCHEDULE tel, GENERAL CONSTRUCTION NOTES _._- ° o Side Elevation DESCRIPTION NUMBER AND TYP SPACING AND c ° OF FASTENER a� LOCATION ° 1. All construction shall conform to the 2015 International Residential Code ° • • ° • fasten king stud to header with ° . ° • . Min.3"x 11-114"net header Header , , , , , / 6-16d sinker nails With 2017 New York State amendments. ROOF FRAMING ° • shall occur at top of wall fasten top plate to header with 2. Written Dimensions take precedence over scaled dimensions 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 4-8d BOX (2-1/2")OR Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. 3-8d COMMON EACH RAFTER,TOE NAIL fastened to the required per R602,3.2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR king stud with Braced wall line 2 EACH JOIST TOENAIL 6-16d sinker nails ° 3. The contractor,prior to the start of construction shall verify all 3-8d COMMON continuously sheated ° CEILING JOISTS NOT ATTACHED TO PARALLEL Minimum 40001b header-to-jack-stud dimensions, existingor new and be responsible for field fit. z �' Fasten sheathing to header with 8d common nails in 3 in. rid with i/2"wood j P TABLE RB02.5.1(9) EACH LAP attern as shown and 3 in.o.c.In all framing studs and sills strap it both side a opening 3 RAFTER LAPS OVER PARTITION ,o structural panels CEILING JOISTS ATTACHED TO PARALLEL = w p g{ ) opposite side of sheathing 4. electrical systems, 4 RAFTER HEEL JOINT TABLE RB02,5.1{9) EACH LAP � � Minimum 40001b header-to-jack-stud strap shall be installed in accordance under latest State approved Building Codes. COLLAR TIES 4-10d BOX (3") OR o m on both side of opening opposite side of a Panel splice edges shall occur over All systems are to be designed, installed, &specified by the general contractors; HVAC, 5 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER ;a �' sheathing electrical or plumbing sub-contractors. 6 RAFTER TO TOP PLATE ° and be nailed to common blocking -ate Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND t e ° ° ° °�0 1/2"thick wood strucral panel sheathing ° ° leg height. One row of 3"o.c.nailing Electrical certificates are to be provided the electrical contractor. 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE N i° with 8d common nails @ 3"o.c.in all framing a is required in each panel edge. OF EACH RAFTER OR TRUSS �° (studs,blocking,and sills)typical ° if needed 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity !° 2'to is'(finished width) ° of 2000 pounds per square Foot. All Footings shall be 36"below rade Minimum. It shall 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL i° Min Double 2x4 or ° p g g 3-10d COMMON be the responsibility of the general contractor to verify the depth of all existing footings Min.length 16" 2x6 King&Jack stud tmin.thickness wood structural 3-16d BOX OR ! per Table R602.10.5 panel sheathing disturbed by construction. 2-16d COMMON END NAIL Min double 2 x post ° .. !° No.of jack studs per ° ° Where the building official determines that in-place soils with an allowable bearing capacity WALL FRAMING ° Ip Min.(Z)2x4 typ. Table R602.7(1&2) o of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall !° ° Min.(2)1/2"Diameter anchors be determined b a soils investigation. STUD TO STUD NOT AT BRACED WALL PANELS 16d"COMMON 24"O.C.FACE NAIL installed per section R403.1.6 Z Y 9 8 ( ) 3.5 x 0.162" with 2"x 2"x 3/16"plate washer " 0 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL O 6. Cast-in-place concrete shall be air entrained; 5% < 7/o total air content by volume and have INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2 x 0.162" an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 16d COMMON garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 10 BUILT-UP HEADER (3-1/2'x 0.162") 16„O.C. FACE NAILALONG EDGES f_ 5-8d BOX(2-112"X0.113") Q International (building code and NYS amendments. 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION-FIGURE R602.10.6.4 Q All Concrete shall conform to the latest ACI standards. 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL NO SCALE 7. Base design value for visually graded dimensional lumber:Joists, studs Rafters and All DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END Framing lumber shall be DOUG-Fir#2 or better, E=1.6 X 10 6 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX JOIST)MIN 24”LAP SPLICE LENGTH) W Min. Fb for dimensional lumber=850 psi 13 SIMPSON H2A DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END � W SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) at each Rafter. With Q 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: (5) 8d x 1-1/2" nails in Rafter > Z a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL CUT Or stainless steel. OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL (2) 8d x 1-1/2" nails in plate LENGTH Q (5) 8d x 1-1/2" nails in Stud Q b.) Use Copper flashing Only against ACO Lumber Sill Plates 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAILQ c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL uplift = 575lbs 12" Min W J shall be Hot-Dipped Galvanized or Stainless Steel. 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL Q O 2-16d COMMON 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be 1-1/4" x 20 Gage Metal Coil �� CD „ 3-10d SOX installed in accordance with the manufacturers latest installation details, 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL CLEAR Framing connectors,Allowable Hole diagrams,specifications, etc. 2-1sd COMMON -------Strap with (5)-8d common nails S W W "Micro-Lam" Design Stress: E= 1.9, Fb=2,600 psi, Fv= 285 psi 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL in each end. catch jack studs 0 "Parallam PSL" Design Stress: E = 2.0, p 18 2-8d COMMON z Fb= 2,900 psi, Fv= 290 psi and window or door Header. Use 1-1/4" Metal 0 � � "Anthony Power Beams Design Stress; E =2.1, Fb=3000 psi, Fv= 300 psi Typical each side and ALL Coil Strap 20 Gage with SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND windows and doors. 12" Min (5} 8d Common nails PARTICLE BOARD WALL SHEATHING TO FRAMING � in EACH END at TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES RAFTER-TO-STUD CONNECTOR & OF FOUNDATION MATERIALS DESCRIPTION OF SPACING of FASTENERS JACK STUDS TO HEADER TIE EACH Stud. NUMBER AND TYP -v CLASS OF MATERIAL LOAD-BEARING PRESSURE BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE SABLE OOF SHEATHING END WALL FRAMING N.T.S. o Crystalline bedrock 12,000 psf c v� -p 0 Sedimenta and foliated rock 4,000 psf " 6d COMMON(SUBFLOOR,WALL) „ A c o c rn c 't ry p 30 3/s - 1/2 8d COMMON(ROOF) 6 12 s NOTE; 8d COMMON NAILS ARE WALL TO WALL STRAP 0 � o M (D Sandy gravel and/or gravel (GW and GP) 3,000 psf 2-1/2" LONG -a a =0 c- Sand, silty sand, clayey sand,silty gravel and clayey gravel 31 19/32"- 1" 8d COMMON 6" 12'1 A 611 o N +; c m •6 (SW, SP, SM, SC, GM and GC) 2,000 psf c c U .o to a- a — o ,a vJ •+ cn Cr o Clay, sandy clay, silty clay, clayey silt, silt and sandy silt rn a c c .a (CL, ML, MH and CH) 1,500b psf s (D EXTERIOR WALL WOOD STRUCTURAL PANELS to B i TO RESIST WIND PRESSURES c.0 � 3 a. When soil tests are required by Section R401.4, Simspon hurricane 0 o � `n •� � C the allowable bearing capacities of the soil shall be part of the recommendations. WOOD WALL NAIL SPACING 1-1/4" alv. x 20 gage r '~ 0 Z O MINIMUM NAIL MIN WOOD STUD Tie @ each rafter 9 9 9 c) -0 O c cn NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL coil strap with (4) Sd common c m a� � c � . b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf THICKNESS SPACING EDGES FIELD U) �n — -Q c are likely to be present at the site, the allowable bearing capacity shall be p PANEL SPAN RATING nails in each end at each rafter. s c o -0 o determined by a soils investigation. 8d COMMON NAIL (2.5"X 0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" PROVIDE @ VAULTED CLGS Each Rafter on Each side INTERIOR GYPSUM WALL BOARD !fin, of Ridge to have a Simpson 9 LSSU hanger as per IRC TABLE R802.5.1 W ( ) GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS WINDOW HDR RAFTER/CEILING JOIST HEEL CONNECTION APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS manufacturers Specification 1— GROUND SNOW:20 PSF THICKNESS SCREWS TO WOOD FRAMING W Z 0 RAFTER RAFTER FRAMING SPACING SLOPE SPACING CEILING EITHER DIRECTION 7" 12" 5d COOLER NAILS ROOF SPAN 1/2 if " �� "J -iZ ~ WALL EITHER DIRECTION $ 16 1-1/4" x 20 Gage Metal Coil 0 Q 0 U) FOR ALL BRACED WALL PANEL0 j� 3: W _1 12 FTF207FT 28FT 36 FT 1/2 WALL BRACED WALL LOCATIONS INCLUDING TOP Strap with (5)-8d common nails °° '�� W W = Z — 7 7 AND BOTTOMPLATES , NUMBER OF 16D COMMON NAILS IRC TABLE 602.10.4 in each end. catch jack studs °° , = Z Z 5/8„ CEILING EITHER DIRECTION and window or door Header. ,° `, C) W (D O W 3:12 16"O.C. 5 8 10 13 WALL EITHER DIRECTION $„ 16" 6d COOLER NAILS Typical each side and ALL ° `-- co (31 = V 0 4:12 16'0.C. 4 6 8 10 TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR windows and doors. GARAGE CEILING „ 6„ EQUIVALANT DRYWALL SCREWS, 5:12 16"O.C. 3 5 6 8 5/8�� PERPENDICULAR 6 SCREWS SHALL COMPLY WI BENEATH TH HABITABLE ROOMS IRC SECTION R702.3.5.1 TYPCIAL ELEVATION 7: 12 16"O.C. 3 4 5 6 WALL TO HEADER STRAPPING a, A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHING TO GABLEntS RAFTER TO RIDGE STRAP 9:12 16"O.C. 3 4 4 5 END WALL FRAMING SHALL BE SPACED 6"O.C.. N W J 12:12 16"O.C. 3 3 4 4 WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING Q SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO CO GABLE END WALL FRAMING p THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE Q O W BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS F- LOCATED HIGHER IN THE ATTIC THE HEEL JOINT I,_ TABLE 602.10.5 m > CONNECTION SHALL BE INCREASED AS FOLLOWS: W O W W Z � METHOD CS-GB: TABLE R602.3(1)& H c/ H r HEEL JOINT AJDUSTMENT FACTOR ALLOWABLE DEFELECTION OF ALLOWABLE I I I I I 1 R602.10.3(3)GYP.BD FASTENING. 1 / 3 1.5 MIN. UNIFORMLY DISTRIBUTED LOADS STRUCTURAL MEMBERS DEFLECTION I 1 I 11 14"OC AT THE BOTTAMEL DGS NDALL,INCLUDING r� HORIZONTAL JOIINTS BLOCKED. BOTH SIDES TYPICAL ANCHOR BOLT -IRC R403.1.6 �/♦ 1 /4 1.33 LOAD LOAD g p g I I I I i SCREWS(1 5/8"TYPE W OR S) ( ) MAXIMUM SPACING: 1/2" 72"O.C. USE LIVE DEAD Rafters having slopes realer than 3/12 with EMBEDMENT OF 7"WITH NUT&WASHER. 1 / 5 1.25 no finished ceiling attached to rafters U180 1 I I I I I G Z 1 /6 1.20 Uninhabitable attics without storage 10 I I I I i I METHOD CS-WSP: 2 BOLTS PER PLATE AND HOLD AT LEAST Interior walls and partitions H/180 I I I I AS PER TABLE R602.3(3) ONE BOLT-12"MAX AND 3-1/2"MIN OFF Uninhabitable attics with limited storage 20 10 I I I I I L/360 I EXTERIOR SHEATHING ATTACHED N ENDS OF PLATES. WITH Sd COMMON NAILS Habitable attics&attics served with fixed stair 30 10 I 1 I 1 i 1 All other structural memebersL/240 I I I I i (0.131 X 2.5"LONG) Balconies(exterior)and decks 40 10I AT 6"O.C.ON EDGE AND 12" O.C. �� Exterior walls with stucco finish H/360 I I I I I I IN FIELD r. If-- 6 DIAMETER —►I TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 Fire escapes 40 20 I I I I I BRACED WALL PANEL INTERIOR FINISH: __ __ ° °11 1 , ° ° ° ° 4-' NYS REQUIREMENTS WITH Exterior walls-wind loads/brittle finishes U240 I I I I I I SHALL BE MIN.1/2"GYP.BD FASTENED Wco ENGINEERED STRUCTURAL WOOD -��I=III Guards and Handrails 200 1 WITH NAILS OR SCREWS IN ACCORDANCE !;,III=III �- �- Exterior walls-wind loads/Flexible finishes L/140 - - - - - - La - - - 1 WITH IRC TABLE R702.3.5 OR II ° Z ONSTRUCTION TYPE Applicant shall provide engineered wood placard Guard in-fill components 50 _ - - _ _ _ - - - - _ TABLE R602.3(1)FOR EXTERIOR WALL "II", "111", "IV", OR"V" on or adjacent to electrical meter box for field inspection. L=span length,H=span height = I I I 1 SHEATHING W i L I passenger vehicle garages 50 C0 I 1 I �U Residential structures with Truss type construction, I I 1 1L� M REFLECTIVE RED Pre-Engineered Wood Construction And/or Timber Rooms otherthan sleeping rooms 40 10 W I I I I ALL HORIZONTAL PANEL JOINTS FOUNDATION-SILL-STUD r PANTONE#187 Construction for new dwelling and/or any addition, = SHALL OCCUR OVER AND BE jY co alteration a sign or symbol designed in accordance Sleeping rooms 30 10 I I I NAILED TO COMMON FRAMING STRAPPING 00 r with Title 19 NYCRR Part 1265 shall be affixed on or OR BLOCKING WITH WITH PANEL W arydjacent to any electric box attached to the exterior Stairs 40 20 ( EDGE-NAILING IN ACCORDANCE NOTE;ALL STRAPPING SHALL to U WITH THE IRC SECTION R602.10.10 BEAR MIN.12"ON STUD OR Y.1 r of the structure for field inspection Roof 20 20 RAFTER FACE TYPICAL 0 CD REFLECTIVE j < LO � I I I STRAPPING IN CONTACT WITH CONCRETE OR MASONRY WHITE FIELD j i t I I I 2 x 4 STUD WALL SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM 6185 OR 2450 GALVANIZED STEEL. 11 2 X4 BOTTOM PLATED A r? O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I 1 i , , .- `J H! A DESIGNATION FOR STRUCTURAL 1 I I if COMPONENTS THAT ARE OF 1/2" WIND DESIGN SUBJECT TO DAMAGE FROM I I I I 1 TRUSS TYPE CONSTRUCTION GROUND WIND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN _ _ _ _ _ _ _ � I- STROKE SPECIAL "F" FLOOR FRAMING INCLUDING SNOW SPEED TOPOGRAPHIC BORNE EXPOSURE DESIGN FROST FREEZING ANNUAL - - - - - - - - - - - - - LOAD WIND WEATHERING LINE TERMITE DESIGN UNDERLAYMENT HAZARD INDEX TEMP GIRDERSAND BEAMS (MPH) EFFECTS DEBRIS CATEGORY CATAGORY TEMP REQUIRED REGION ZONE DEPTH R„ ROOF FRAINING 20 LBS 5140 NO NO SURVEY B B SEVERE 3'-0SEE " TO HEAVY MODERATE 15 YES SEE SURVEY 1500arless 52.2 FASTENING REQUIREMENTS FOR ��,,iJ n1so1� y0 "FR” FLOOR AND ROOF FRAMING F `S� BRACED WALL PANEL AS PER UNDER SECTION 602 OF THE BCNYS M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER TABLE R602.3.(3) IRC BRACED WALL PANEL I � I PER PLAN BRACED WALL LINE 1-1 1-2 1-A -B N 4'-0" 4'-0" 4'-0" TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-PF co m. m I I BRACE WALL LINE SPACING(FT) 4 4 14 14 — - - - — — _ — — — — TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 24" 24" 24" 18" CS-WSP CS-WSP TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.5 2.5 4 4 a o I I 1 \ Cf) / rn LU TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS _____' I to o ,�O Cn, c / L 1. EXPOSURE CATEGORY 1 1 1 1 KITCHEN � I \ �� ,/ I BWL 1-A_ C: 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 O 0 ( GARAGE `\ / DWELLING 3. WALL HEIGHT .95 .95 .95 .95 SEPARATION IN I O ACCORDANCE WITH Y 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 LIVING ROOM I IRC TABLE R302.6 ' SEE DWG-1 FOR TABLE Q 5. ADDITIONAL HOLDOWNS \ Q 2-2x10 I 6. GYPSUM BOARD OMITTED o --� - - ------- ___ 7. GYPSUM BOARD FASTENING -----__ :°v Of U8 X �? 4 V W RESULT REQUIRED BRACED WALL LENGTH(FT) 2.4 2.4 4 4 �'u - 2x8 RIDGE M _\ N N Ir N- QRIIJ Z TABLE R602.10.5 page 187 ADJUSTED Length 1.5 x actual(ft) 4.5 _______ O in - 2x 8 RAFT RS (8216"oc ry ------- Ej PER PLAN BRACING LENGTH PROVIDED(FT) CID v :" N 2X8 CEILING JOISTS @ 16"oc- Q ( ) 8 8 8 4.5 ------- C, / 2x4 COLLAR TIES @ 48"oc I (n 0 0 -- ------- --_ i--------------------------i I � Ltd .J - ----- _------ COMPLIANCE YES/NO Y Y Y - p� 0 _______ 2-2x10 — — 1 I Q O REQUIRED BRACING LENGTH XADJUSTMENT FACTORS=REQUIRED BRACING LENGTH(FEET) ABBREVIATIONS; BWL=BRACED WALL LINE, , '`�/ \;Zio ; BWL 1-B `•J W BW=BRACED WALL, ------- N " v I — - - W CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL BEDROOM #4 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION -- -- " � /' `\ a. BRACING METHOD BRACED WALL NOTES: v CS-WSP CONTINUOUS SHEATHING REFER TO DETAILS ON DWG-1 2-2x12 U WOOD STRUCTURAL PANEL FOR HOLDOWNS,STRAPPING,BRACED DETAIL SEE ON DWG-1 WALL DIAGRAMS,FOR NAILING SCHEDULE. y ALL BRACED WALL PANELS SHALL BE CS-PF V-0" x 7'-0"HIGH CS-PF H FULL-HEIGHT SECTIONS OF WALL WITH - z — — — — — — — — — — — — — y � E�0'y CS-PF CONTINUOUS SHEATHING O VERTICAL OR HORIZONTAL ZOA OSS. omw PORTAL FRAME 0, OT oE- 0 +n m ° a r SEE DETAIL ON DWG-1 U C O C O d d O p N .::...:...:... ... C U -. CI t: 7 ani o a Oa 0 0 u _ - p 41 y U Y C1.O C O � in03 X,303 -, 820 ---------------------- -- _ a� 0 O C m yfOCLai 5 c C CF m N y�a•3 a E TYPICAL ROOF CONSTRUCTION _ R905.1.2 ICE BARRIERS; c 0 N Cr �'o 0 o t 1'-6" 9'-0" 1'-6" �' a c c m ai'U C n L U . = N O cn SELF-ADHERED POLYMER MODIFIED Class A Asphalt Roof Shingles w/ � z:_? ¢`Lw c d) a 0 o BITUMEN SHEET USED IN PLACE OF + 40'-0" EXISTING HOUSE r_ CL-- NORMAL UNDERLAYMENT AND fasteners per manufacturer s s ecification 0 = _ = c c 0 m 7'-6" 12'-0" = cEm moacio� 8E 12 p p ►- � �, � � � I� E12._ oa EXTEND FROM THE LOWEST EDGES OF and IRC 2015. ALL ROOF SURFACES TOAPOINT NOT Ice &Water barrier aSer IRC section R905.1.2 1ST FLOOR PLAN LESS THAN 24 INCHES INSIDE THE p CONTINUOUS RIDG ENT EXTERIOR WALL LINE OF THE BUILDING. Framing As per plans With 1/2" exterior grade ON THAN08/12,THE ICE BARRIER SHALL ALSO BE sROFS WITH SLOPE EQUAL OR GREATER pan rated structural plywood Sheathing, SCALE: 114"I � ,t-O I I RIDGE BOARD APPLIED NOT LESS THAN 36"MEASURED ALONG Nail to framing in accordance Fastener THE ROOF SLOPE FROM THE EAVE EDGE OF THE Schedules & Strapping s BUILDING pp g p er detail sheet(s). Flashing per IRC R905.2.8 12 7'-6" 12'-0" 12 TYPICAL SOFFIT CONSTRUCTION. 12 12" overhangs-typical 12 D 2x4 CT@48.,0 6" Wood fascia & 6" Wood rake boards. ------------------------------------------------------------------ ------------------------------------------------------ ------------------------------------ Trim in aluminum or use "azek" or equalIRC - o , v a p -. -, . o , p ,a v a RA TER R802.5.1(9) Metal drip edge per IRC R905.2.8.5 ___ ________ _________________ o ------------------------------ ----------------------------- C RAFTER HEEL CONNECTION P g 6-1D COMMON NAILS Fully Vented Vinyl Soffits 1 1 �------ EACH RAFTER EACH SIDE Top of Plate _ — TYPICAL EXTERIOR WALL I , 2 x 4 Doug-Fir Wood Studs @ 16" oc. e Simpson H2A @Each Double top Plate and Single Sole Plate. ; ; b UNFIN. BASEMENT rafter to stud connection , , , , , see detail on DWG-1 1/2" exterior Grade - Span Rated -N 1 1 ui Typ all rafters both sides Continuous Structural OSD Sheathing. W N _j ; UNEXCAVATED ; ; CD o 4 o TYPICAL GARAGE SLAB a N Fastened per Fastener schedule. ' tyvec House Wrap or equal. ; 4" CAST-IN-PLACE SLAB ; ; O Vinyl or Wood Siding as per clients selection N N PITCH SLAB - 1/4" FT TO Z � m 1 CAR GARAGE installed per manuf specs and IRC code. ___ a ; GARAGE DOORS o ; ¢ o Q LU Cont. load path strapping installed in accordance _____--- ; ° CO ui with drawings. Provide Fire Blocking in accordance 1 -----, _ ; o m > Q Top of Foundation ; , - --• --• N , - - - - - 1 1 1 ==$==G==- 1 � 1 � 1 1 1 I I I I � I W with IRC R302.11 & R302.11.1 and ' ' ' ' ' ' , ' ' - I o N w U) PITCH TO DOORS " 1 1 1 1 1 __+--1 -_ 1 M 1 I - - I OPT U_ Draftstopping per R302.12 & R302.12.1 1 r-----------------,---o== ---------____ __ --;--,--- __�_____ -___'___�__ ____________�__�__�_______________' "' I CONCRETE �' DR OP OF 1 i-----"-------'--,--- 1 - I _- ' _-i-- 1 1 I 1 , i 1 Ch I AS REQUIRED FOR I I " •---- 1 1 1 --*--r-- 1 1 1 1 1 1 t SWING DOOR,SEE PLAN I c I '` I 1 1 1 I t I I .ro .� 1 1 •---- �--- --------- ---� �-------• •-------• 1 1 I I FOR SIZE I I TYPICAL FOUNDATION CONSTRUCTION ,_____; ____ ____ a•' a' 1 1 +. Refer to Foundation Plan ________ � Bottom of Footing to be 36"below Grade Minimum - _____ ' 1 1 _ t 1 la v SECTION - A ROOF,WALL AND FOUNDATION i ; CV STRAPPING DETAILS1 -------- _+ 1 1 to I ~ ' ----- ' x o DROP TOP OF CONCRETE ' REFER TO DWG 1 , `; " SCALE: I/Q" = V-0" 1 1 Q a0 AS REQUIRED FOR ' ' ; ; �' GARAGE DOOR,SEE PLAN i o t Li FOR GARAGE DOOR SIZE N 1 1 DP 1 1 I D -------------------------- -- . I a 1 1 1 1 I --------------------- ----- -------- ----- - v---------------------------- TYPICAL FOUNDATION IN ACCORDANCE WITH IRC CHAPTER 4 - i� (2)ANCHOR BOLTS E-•I [—'{ Q 0 -------------------------------------------------------------------------------------------------------------------------- � N EACH CS-PORTAL �/ H � TABLE R404.1.2 8 � �: FRAME WALL ABOVE 8" CAST-IN-PLACE WALLI SECTION-SEE ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, i DETAIL 3 ON PG 2 .d c 2 x 4 ACID SILL PLATE COPPER TERMITE SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND I O �wI en „CIS C N - - - - - - - - - TO VIRGIN SOIL AND BE FULL HEIGHT -. +_51+ 91.211 +_5+, VkCD An O TYPICAL ANCHOR BOLT - IRC R403.1.6 e MAXIMUM SPACING: 1/2" @ 72" O.C. 40'-0" EXISTING HOUSE 7'-6" 12'-0" EMBEDMENT OF 7" WITH NUT & WASHER. rc cn 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT- 12" MAX AND 3-1/2" MIN OFF FOUNDATION WALL KEY * f ENDS OF PLATES. FOUNDATION PLAN EXISTING WALLS SCALE: 1 /4" = V-On OF NE`��O3 17 77 . ° ' NEW WALLS _r_ ■ w P-7 O Z O l) 12 12 ® ® 0 Q 12 [712 W (DW � g � z QW CD 0 O � WJ To of Plate Q 0 0 ® vwt- zo a O < tl� EITJ 00 N N C O - � To f Foundation w b a o . w L N N O. O $ C C O f0 FINISHED GRADE $ w o $w N uw Ui U u I1 I 1 1 I 1 I i a�y 2 c o m� n0 r- 1=° Bot ofFoting - - - - - - - - - - - - `I � I i I I I I I =N �,n� gU) REAR ELEVATION I I I I I I L J nc= c = N c om =o J ESCALE. 1 /41 —011 7- L 3 oU yao 7 L•C Z' -L V1•O C C m c CL CO a¢i•0 . UO $w y C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T"I - � � $ �� � � � � a 0') 0 W o � N 0 d- Z cl) 6i U) J 12 12 12 w v 12 12 12 12LLill -LL Ill -1 11 Z 12 ~ H To of PI to ® ® w [-1 � W � BO00, M 000 01 10 00 Top of Foun tion � U cz � _ _ _ _ _ _ _ _ _ _ _ I I I I I I i t I I FRONT ELEVATION I lU [ _ _ _ _ _ _ _ �] Bot ofFotin �S��P� Dsy�Ch/). FooBotting of L J L J I I L J L J n 1 n I I I ��'�Fes,► RIGHT ELEVATION 36" below SCALE. 1 /4" = 1 -0 _ _ Grade Minimum I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _SCALE: 1 /4" ==-011 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I' �.� 019010 �C) 'r, OF tj \q /