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HomeMy WebLinkAbout42222-Z f F04eTown of Southold 12/14/2019 3 P.O.Box 1179 a - co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40935 Date: 12/16/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2750 Minnehaha Blvd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-44.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/5/2017 pursuant to which Building Permit No. 42222 dated 12/11/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions to an existing one family dwelling as applied for. The certificate is issued to Lojac,Peter&Fernanda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42222 12/11/2019 PLUMBERS CERTIFICATION DATED 12/3/2019 J. ZKs Plfxbing&Pting f uth r' d ignature FBI jr TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42222 Date: 12/11/2017 Permission is hereby granted to: Prieto, Richard & Dolores 2750 Minnehaha Blvd PO BOX 1274 Southold, NY 11971 To: construct interior alterations ONLY (interior demolition) as applied for. Additional certification/permits will be required. At premises located at: 2750 Minnehaha Blvd, Southold SCTM # 473889 Sec/Block/Lot# 87.-3-44.1 Pursuant to application dated 12/5/2017 and approved by the Building Inspector. To expire on 6/12/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -RESIDENTIAL $50.00 Total: $250.00 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT � ��� TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY A 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: ith accurate location of all buildings, property lines, streets,and unusual naturalor 1. Final survey of property w topographic features_ e and sewera disposal (S-9 form). 2. Final Approval from Health Dept. of water supply g - 3. Approval of electrical installation from Boar the solder used in system contad Fire Underwriters ins,tess than 2/10 of 1%lead. 4. Sworn statement from plumber certifying 5. Commercial building, industrial building, multipitect or engineer eSrons buildings and installations, a certif ble for he building. of Code Compliance from a oval of completed site plan equirements. 6. Submit Planning Board App nforming uses, or buildings and "pre-existing" B. For existing buildings (prior to April 9, 1957) non-couses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or toographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is tate the reasons therefor in writing to the applicant. denied, the Building Inspector shall s C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to Additions dwelling accessory building$50 00,Businesses$50.00 . Swimming pool$50.00,Accessory building$ 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. one) ` New Construction: Old or Pre-existing Building: (checkc�� �d �S� 7(�.� � /111 . / 0, �`� Location of Property Street Hamlet House No. Owner or Owners of Property: Block Lot Suffolk County Tax Map No 1000, Section Filed Map. Lot: Subdivision Date of Permit. Applicant: Permit No. Underwriters Approval: Health Dept. Approval: Planning Board Approval: / Final Certificate: (check one) Request for: Temporary Certificate 1/ r ,.- G%✓ Fee S bmitted: Applicant Signature DEC 1 0 2019 0� SO(/p�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 ®lyC®UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Peter Lojac Address: 2750 Minnehaha Blvd city:Southold st: NY zip: 11971 _ Budding Permit# 42222 Section: 87 Block 3 Lot. 44.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt g0 Ceding Fixtures 8 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 17 Smoke Detectors 4 Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 139 CO Detectors Sub Panel 1 A/C Blower 3 Range Recpt 30Ax2 UC Lights 24' Roburns 3 Transformer Appliances Dryer Recpt 30AX2 Track Lights 3g' Floor Heat 3 Disconnect Switches 92 Twist Lock Exhaust Fans 6 Combo SD/CO 5 Other Equipment. Fridge, Mini Fridge, W/D, Hood, DW, Yard Lighting- 8 Ups 7 Paths 3 Steps Notes Inspector Signature: Date: December 11, 2019 S Devlin-Cert Electrical Compliance FormAs f # ®� S00r�Q rt Town Hall Annex Telephone(631)765-1802 54375 Main Road , Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT ( TOWN OF SOUTHOLI) DEC 1 0 2019 CERTIFICATION Date: ' Building Permit No. �VIZAZ Owner: d:7e- Lo A C I, (Please print) '' 11 Plumber:_,J, 2e-e 'S /")/G��/.v�� H -7- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. �mbers Signa re) , Sworn to before me this - day of� f , 20 l G Notary Public,S&. County =PUBLIC SCHWA-MBORN STATE OF NEW YORK o.O1GA6274028 Suffolk County pires Dec.24,20` O �aOF S0(¢�O TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION FRAIUIING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU LKI G REMARKS: 05� mmm k V/ DATE INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. oouto l 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION \ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) \] CODE VIOLATION [ ] CAULKING REMARKS: OK DATE J INSPECTOR Li OF SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. °`�courmN�' 765-1802 INSPEC ION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: II t3U l,Vvv� 1� 4 v' o� DATE1,1 INSPECTOR %k�roAL OF SOUTy�Io TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLDG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E6ECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: �� b C �- �Dr" v DATE >10 INSPECTOR �v v� o�aOF SOUIyOI # # TOWN OF SOUTHOLD BUILDING DEPT.- �o . �o �yco765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] I UL'ATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE"& CHIMNEY [ 'j -FIRE-SAFETY INSPECTION [ ] FIRERESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS.. .,i A I lieA 'd low LiA& y 0 V/b v'v - - . DATE I INSPECTOR �a0F soUlyO 1 4ft/v 41,om * TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ '] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) �owc [ ] CODE VIOLATION [ ] PRE C/O �[ REMARKS: i ��� ✓ Cl`1 o7 c� r- 4;", m v w _ © ��e O 1p eo,lee 29 lie. DATE INSPECTOR sooly 27So /�i nA e /v9 # # TOWN'OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) -Avore [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - DATE INSPECTOR Rocket Insulation,LLC(367) Job Number. 4156828 65 Air Park Drive Suite B RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed in the structure described below as follows: Work Area Item Installed Bags / Sq Feet 8.4'x 200'SC15100C 1.5MIL Poly Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent Fire Caulking Intumescent 814, Rockwool FPBOSS10-INT BOSS 814 Firestop Intumescent R-11 15"x 93"-Unfaced-Wood Framing Garage Exterior Walls R-13 15"x 93!'-Kraft-Batts R-13 15"x 93"-Kraft-Batts R-19 15"x 93"-Kraft-Wood Framing R-19 16"x 96"-Unfaced-Metal Framing First Floor Ceiling R-23 15"x 47"UltraBatt R-30 16"x 48"-Kraft-Wood Framing Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz Foam Seal Door And Windows SOUDALDW24 Soudal Foam Pro Door& Window Gun Foam 24oz 2X6 Exterior Walls SWD Quik-Shield 112 Closed-Cell 3 25"R- 21.13 2X4 Exterior Walls SWD Quik-Shield 112 Closed-Cell 3 25"R- 21.13 Crawl Space Ceiling SWD Quik-Shield 112 Closed-Cell 4.62"R- 30.00 Garage Ceiling Under Living Area SWD Quik-Shield 112 Closed-Cell 4.62"R- 30.00 Roof Rafters SWD Quik-Shield 112 Closed-Cell 7.5"R-48.75 'Fiberglass blow has no settling factor for R-values Job Name: 2750 Minnehaha Blvd,Southold,NY 11971 Job Address: 2750 Minnehaha Blvd � �-f e (�/Z Z Z Z SOUTHOLD,NY 11971 Date Completed: If' z-, Zoi,V Insulation By: /{�oc� 1„rw(i/f'�— LLC D �t� � � DD APR 1 1 2019 OWN OF SOUTA KrLL FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) V � ---------------------------- FOUNDATION (2ND) �' o 0 ROUGH FRAMING& �� '• � v C' PLUMBING01/144 )M y INSULATION PER N.Y: STATE ENERGY CODE K2 llvwiw� • C; ` 1 FINAL ADDITIONAL COMMENTS all u �b ;' rn - P eec. r ig.a5•o� a,�3 -+ �1 e nb � o � z y d b y I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,ANY 11971 i 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 ��/J � � Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application ) Flood Permit Examined p�S ,20 ; Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: { Approved ,20 Mail to: A L.`i//7�t � A) Disapproved a/c Phone_ 516o5C Expiration ,20 ' ing Inspector D DEC - 5 2017 PLICATION FOR BUILDING PERMIT ; , ! Date_1.� 5 201r' BUILDING Dom• INSTRUCTIONS TOWN OF SOUTHOL D a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship'to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commence",d 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. 6 (Signature.of applicant or name,if a corporation) (Mailing address of applicant) 019 ,E State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer j (Narne and title of corporate'officer) Builders License No. Plumbers License No. Electricians License No, Other Trade's License No. i 1. Location of land on which proposed work w' 1 be done. � '77 I House Number Street Hamlet County Tax Map No. 1000 Section %-'7 Block f Lot i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of.Stdrie's,%, ?''i-i ti 8. Dimensions of entire new construction: Front Rear i 'J 1 Depth Height 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 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 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 OFIq 1 ���ZLJ;7'�� being duly sworn, deposes and says that(s)he is the applicant D. CH (Name of individual signing contract) above named, CONNIE Notary Public,State of of Now York No.01 BU6185060 (S)He is theCouniy (Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t�pp before met is Chu day of 620 L. - ,►�� _= Notary Public Signature of Applicant 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 920 Single&Separate Truss identification Form Storm-Water Assessment Form Contact: ��AA Approved ,20 Mail to:/�(rK. SC1� ¢2TZ_ Disapproved a/c Phone: 7.3-41—¢ 0—tr Expiration ,20 DBuilding Inspector FEB m 1 2018 APPLICATION FOR BUILDING PERMIT Date © ZJpf � �20 TOWN OF S07JTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agentarchitect gineer, general contractor, electrician, plumber or builder Name of owner of premises Ld� (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locat' n of land on which proposed work will e done- 75 O M I AW 6 H W GVD So (17hy0 House Number Street Hamlet _/� County Tax Map No. 1000 Section 67 Block ®3 Lot `T= f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and ' tended use and occupancy of proposed construction: a. Existing use and occupancy /V /2 b. Intended use and occupancy <.�, dN 3. Nature of work(check which applicable):New BuildingAddition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mioccupancy, s ecifyature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stone Svdev�y 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 `t• 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOX 13. Will lot be re-graded? YES NO_)(tWill excess fill be removed from premises?YES � N4 14.Names of Owner of premises L o f A-C Address Phone No. ��/&�0,S Name of Architect .9 C hh%s42 iZ— Address Phone No G 3173 Y q/� Name of ContractANM W Address Phone No.6 3140 2 2� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__X_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. CONNIE D.BUNCH Notary Public,State of Now York STATE OF NEW YORK) No.01BU6185050 SS. ®ual Pied in Suffolk county COUNTY OFu �0' � Commission Expires April 14,2 6A� Afae4 rcgwel being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contr ct)above amed, (S)He is the 4 G (Contrac or,Agent, qorporate fficer,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 knowlefige and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20-)&— Notary Public Sikqaq&e of Applicant J i New York State Department of Environmental Conservation Region 1 Headquarters ��''� SUNY, Building 40, Stony r f! E: 3�a-/�9 p •� -561"uC115 4 S_A-C ► cle) S' 3 `nor Q. PHexp Proper�y Thomas C. Joriing CU -C,1n o'5ve.. J N y 103s- FEB _ 6 2018 ss G;be 'YSIL �p7'��� Commissioner D 4^, �tiew yo��� �✓�✓ �o�os 1. Dear fAr p� r�.'�b TOWNOSSOiJTI�®LiD 1_q'7 38 -c)U ca 8-) (OOOo1 -b A review has been made of your proposal to: consl-oG� q, wo �� dee q�Q °"`� v rPS�cl�nce_ G� ��Q aor/fe.r a Nl inv��l�ghc� /�/� . -� a 7�CcAee 14✓C, I�e� PI��S ` � �Y 6vyS0���, or, z�9'�9a 9'S�pre�grec� 6,y Sg�n✓elS' � ��t'e%�.-� an ��/�v r�Ct e•v Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the parcel project is: Greater than 300 ' from inventoried tidal wetlands. Landward of a substantial man-made structure C6»c re& 6jaf// greater than 100' in length which was constructed prior to 9/20/77. Landward of the 10' above mean sea level elevation contour on a gradual, natural .slope. Landward of the topographic crest of a bluff, cliff or dune which is greater than 10 ' in elevation above mean sea level. Therefore, no permit is required under the Tidal Wetlands Act (Article 25 of the Environmental Conservation Law) . Please be advised, however, that no construction, sedimentation or disturbance of any kind may take place seaward of the 10 ' contour or topographic crest without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation in this area as a result of your project. Such precautions may include providing adequate work area between the 10 ' contour or topographic crest and the project (i.e. a 15' to 20 ' wide construction area) or erection of a temporary fence, barrier, or hay bale berm. Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, co� Deputy Regional 4rMCit't1dSn r y�� .� � Inl-n fltill. S.11>45 �•la� ?tZ41 T. TERRY I i— P O. �► flax 117<1 TOWN CLERK il' r - Southold Nc\. furl; 1 1 �z,b x ItEGI5fRnR OF VITAL.STAT1511Cs 't TLIcRl .►' lcb�" �` Fax (.S I(,I 765-IR�Z MARRIAGr-.OFFICI'R _ �O� uinc 1 S 16) 7(,t, RECORDS MNLAGEMENT OITICEII MEEDOM OF INFORW'nON OFFICER OFFICE Or T14E TOWN CLERK TOWN OF SOUTHOLD a THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under th`e Flood Damage Prevent regulations ,f of, the Code of the Town of Southold: "Floodplain Development Permit Application" (FDP(93) ) , and ',"Certificate of Compliance frJr Develc,pment in Special Flood Hazard Area (C/C(93)) . TO";4 OF SOLMlOLD /J�uith T- Terr Y Southold Town Clerk August 25, 1993 ;a '1 i APPLICATION r PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and sienl: 1. No work may start until a permit is issued. 2 The permit may ba revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory. requirements. 7. Applicant hereby gives consent to the Locai Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THEAPT OF MY KNOWLEDGE,TRUE AND ACCURATE. (APPLICANTS SIGNATURE)..,,-^, DATE �f SECTTON 2: PROPOSED DEYELOP,I, ENT (T� �c completed by APPLiCATti'1l N E ADDRESS TELEPH E APPLICANT J dd BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide- enough information to easily identify the project location_ Provide the street address, lot number or legal description (attach) and, outside, urban areas, the distance to the acarest intusccting road or wcLl-known landmark A sketch attached to this application showing the project location would be helpful. ®® 27f-6 �e�1)&A'5Aii /��t/�i •--�9 ��+�L ��/� �� FDP(93) T APPLICATION PAGE 2OFa DESCRIPTION OF WORK (Check all applicable boxes): A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure esidential (1-4 Family) Q0 dditioo Residential (More than 4 Family) Alteration ❑ Non-residendal (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ Demolition' P ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home/Park?- ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling O Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) J ❑ Roa�li, Street or Bridge Construction j ❑ Sufivision (New or Expansion) 1 ❑ fy&vidual Water or Sewer System f G Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for revicw. SECTION 3• FLOODPLAIN DETERMINATION fTo be completed by LOCAL ADMINTSTRATOIi) The proposed development is located on FSM Panel No. . Dated The Proposed Development: ElLs NOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Sp,-dal Flood Hazard Arca. FIRM zone designation is 100-Year flood cleva(ion at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed devclopment is located to a floodway FBFM Pancl No. Da(cd ❑ See Sc_cuon 4 for additional instrucnoos SIGNED DATE APPLICATION # PAGE 3 OF 4 SECTION 4• ADDITI NAI. INFORMATION REQUIRED To be com letcd by L CAL ADMINIST RATOR The applicant must submit the documents checked below before the appbcadon can be processed: ❑ A site plan showing the location of all casting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifieatiQns,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofmg of udlities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 1174-year flood elevations if they are. not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new ftll elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft:NGVD (MSL). For , floodproofed sLmctures, 'AppGcant must attach certification from registered engineer or architect. ❑ Certification from a'registered engineer that the proposed activit�in a regulatory floodway will not result in any increase in the, height of lbe 100-year flood. A copy of alt data and calculations supporting this finding must also be submitted. ❑ Other. SECTION 5 PERMIT DETERMINATION fTo be completed by LOCAL ADMINISTRATOR I have determined that the proposed activity. A. ❑ Is B. Cl Is not in conformance with provisions of Local Law i 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B 15 checked, the Local Administrator will provide a written summary of dcfietcncics. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals a • APPLICATION PAGE IOF4 APPEALS Appealed to Board of Appeals? O Yes ❑ No Heanng date: Appeals --- Approy,_0 G Yes C3 Ne Conditions SECTION 6 AS QUILT ELEVATIONS (To be submitted by APPLICANT before Certi.ficate_of-Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certificadon to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)- NOT Any work performed prior to submittal/of the above information is at the risk/0f the App1/.cant. SECTION 7 COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on imspection of the project to ensure compliance with the community's local law for flood damage prevention. 1NSPtCTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES Cl NO ,SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRAT R Cert iicatc of Compliance issued: DATE: BY: Attachment B •• � BAMP,%E CERTIFICATE %JF COMPLIANCE for Development in a Special Flood Hazard Area J ' i R TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (() rNT0 MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING Cl Ej(ISTING BUILDING O VACANT LAND ' - J THE LOCAL ADMINISTRATOR IS TO COMPLETE A.. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_ SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TlI F- REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC (93) U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date.November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number A2 Building Street Address(including Apt,Unit,Suite,and/or Bldg No)or P 0 Route and Box No Company NAIC Number. Z7 5 a ,`A A e- 13 -,/CV, City S�V�6� / State ZIP Code �( /Jt,w �° r k Ji 1-71 A3. Property Description(Lot'and Block Numbers,Tax Parcel Number,Legal Description,etc.) s lk C's_1 7�y L,7L- IWO— 2,7-03- y�-/ A4 Building Use(e g,Residential,Non-Residential,Addition,Accessory,etc.) Acle e, q A5 Latitude/Longitude. Lat �(f`p� y/Z .S /V Long -)I'2,5 X3'3,j 'u/Horizontal Datum. ❑ NAD 1927 eNAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 9— A8 For a building with a crawlspace or enclosure(s) a) Square footage of crawlspace or enclosure(s) 7--,S-00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8 b 0 sq in d) Engineered flood openings? ❑Yes ERrNo A9 For a budding with an attached garage, a) Square footage of attached garage S O sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes VNo SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION 81.NFIP Community Name&Community Number 62 County(Name/ 63 State/ JJ 1' 64.Map/Panel B5 Suffix 86. FIRM Index B7 FIRM Panel B8 Flood Zone(s) B9 Base Flood Elevation(s) Number Date Effective/ (Zone A0,use Base )7 Revised Date /� Flood Depth) 5co� 2-y-Z�cs X 4 F_ B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9 ❑FIS Profile VFIRM ❑Community Determined ❑Other/Source. Bl 1. Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 WNAVD 1988 ❑ Other/Source. B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes SK No Designation Date, ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt. Unit,Suite,and/or Bid .No.)or P 0 Route and Box No Policy Number• 1-25 13 City }� ( State� ), ZIP Code Company MAIC Number1('�&L'i i/,rk /15 -7/ SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Budding elevations are based on. ❑ Construction Drawings' ❑Building Under Construction` Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:A)%5 it.., :19-32-(, �6, (;PS Vertical Datum A14VJ7 Ji pct Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 �NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE Lr // Check the measurement used. a) Top of bottom floor(including basement,crawispace,or enclosure floor) Z feet ❑ meters b) Top of the next higher floor �. feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ,;r�- ❑ feet ❑meters d) Attached garage(top of slab) �. _ ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building �'. 0 ❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) ._� ( ( feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including G . y Q(feet ❑ meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section P01 Were latitude and longitude in Section A provided by a licensed land surveyor? r►U Yes ❑No ❑Check here if attachments. Cerlifier's Name License Number Title Ld Svrui c ©P Oil: ' Company Name , ' Pl6e Address Her 4 City State r ZIP Code Signal r Date Telephone — 9A0,12--9 7 C31—_7L7 Copy all pages of tfiis Eleva ion Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) J �i / b,4dvt/ GIz�W�Spyc� w!� Goric--nz ,_ h1o,k •�=o.,n Aci hl.,- la��(S C'Cc- 1,5 s C' tll�y�, a� l C.""re-Ae pio.r C-r'-'W/ Space- 15 V��l Un(��G11(tfie_/ 7r-yj� Au�5'L. mere_ c/rc y1c, e-rA4c,ne . �1v10 D�Gn�ity"ys, •/'(gra j,, e-- TZJJ-Ck ryvn /"el �vrl+t�� 4 ASC G►�i� t./..�{i E►E'.'_. f/ ';re I�y��B� rnl 7 L•e- /4 - /`5A,� `j'�e_ 1_11, t'VI c/ ��5 4 fJc.4< L'-/L�✓ti 7�0.� o•�' /.� �'7' c�„L 4e, FEMA Form 086-0-33(7/15) Replaces all previous editionsy Form Page 2 of 6 G....n J7n✓G�t o.-, t& W 7 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date November 0,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE CO ANY USE Budding Street Address(including Apt,Unit,Suite,and/or Bldg No)or P 0.Route and Box No. Policy Number- City State ZIP Code Company NAI Number SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUI D) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A( hout BFE),complete Items E1—E5.If the Certificate is intended to support a L A or LOMR-F request, complete Sections A,B,a d C.For Items E1—E4,use natural grade,if available.Check the measure nt used In Puerto Rico only, enter meters. E1. Provide elevation inform tion for the following and check the app/ne to show whe er the elevation is above or below the highest adjacent grad (HAG)and the lowest adjacent grade a) Top of bottom floor(incl Ing basement, crawlspace,or enclosure is feet meters ❑above or ❑below the HAG b) Top of bottom floor(includi basement, crawlspace,or enclosure)is f t ❑meters ❑above or ❑below the LAG E2 For Building Diagrams 6-9 with pe anent flood openings providItems 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2 b the diagrams)of the budding is feet ❑meters ❑above or ❑below the HAG E3. Attached garage(top of slab)is feet ❑meters ❑above or ❑below the HAG E4. Top of platform of machinery and/or equip ent servicing the building is feet ❑meters ❑above or ❑below the HAG E5. Zone AO only If no flood depth number is ova ble,is the top ofr elevated in accordance with the community's floodplain management ordinances ❑ Yes No ❑ Uncal official must certify this information in Section G SECTION F—PROPERTY OW R(OR NER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representativeo ompletes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The s ments in Sections A,B,and E are correct to the best of my knowledge Property Owner or Owners Authorized Representative's KAm Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No 1660-0008 ELEVATION'CERTIFICATE Expiration Date.November 30,2/8 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPA USE Building Street Address(including Apt, Unit,Suite,and/or Bldg No)or P 0 Route and Box No Policy Number City \ State ZIP Code Company NAIC Nu ber SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is aut\Sectionwas by law or ordinance to administer the community's floodplain managementKdinance can complete Sections A,B,C(or E),anis Elevation Certificate Complete the applicable ite /ed elow k the measurement used in Items G8—G10 In ico only,enter meters G1 ❑ The information iC was taken from other documentation that has bealed by a licensed surveyor, engineer,or archi authorized by law to certify elevation informationource and date of the elevation data in the Comma b low.)G2 ❑ A community offipleted ection E for a building located in Zone A(witissued or community-issued BFE) or Zone AO G3 ❑ The following info (Items G4 10)is provided for community floodplait purposes G4. Permit Number G Date Permit Issued G6 DateCertificate of Compliance/Occupancy Issued G7. This permit has been issued for ❑ New Cons uction FolSubst tial Improvement G8 Elevation of as-built lowest floor(including basement) of the building- ❑feet ❑ meters Datum G9 BFE or(in Zone AO)depth of flooding at the budding site E]feet ❑ meters Datum G10 Community's design flood elevation ❑feet ❑ meters Datum Local Official's Name Titl Community Name Telepho e Signature Date Comments(including type of equipment and loc on,per C2(e),if applicable) ❑ Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6 Expiration DateNovember 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt., Unit. Suite, and/or Bldg No.)or P 0 Route and Box No Policy Number: Z�7� r�,nnc.�n Na a�.���✓4/ci City / State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6 Identify all photographs with date taken,"Front View"and'Rear View", and, if required. 'Right Side View"and "Left Side View." When applicable. photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. vvew✓ ,,ter " :��sni�..�i► K a w Ph< r CG IJ1 } PhC FEMA corm utsb-u-ss(1/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date November 30.2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt,Unit,Suite,and/or Bldg No or P O Route and Box No. Policy Number: cab State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with. date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable. photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8 r Photo One Y.: -a gm �1lt Photo Tvs , FEMA Form 086-0-33(7/15) Replaces all previous eamons Form Page 6 of 6 Continuation Page _ For Insurance Company Use: Building Street Address(including Apt..,Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No. Policy Number ,, levul,;,( City State ZIP Code C«npar,yNA►CNuatw S�u �l ,vcL, `t✓�rl� ,� 71 JA L,cfi �►`S � �kJc- Pite✓4�on d� g,� �, '�c,•t tiJc, Tj'w� o..f5/� �; '/ t ,.,dtr�„ner JA 0/1e- S on L Aor.-� 5 L "it, �' �✓��Y-1 6 7 �'� 9--j7 L o�7�.s.r tS a.► ��.. + F�rnti« fi- ..........I .i.' lad, oi- cr4L,15p�r� .I I 1 r Scott A: Russell '0 Ir STO]KIA�1 WA\'7C']E K SUPERVISOR � � MA\lam A\GIEMIENT SOUTHOLD TOWN HALL-Y.O.Box 1179 � � 53095 Main Road-SOUTHOLD,NEW YORK 21971 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) F. — n FEB , .'i�l . t DOES TM PROJECT' INVOLVE ANY OF T'� V D Yes No . (Cttecx ALL THAT APPLY) U\AF E 6 — 6 2018 ❑ A. Clearing, grubbing, grading or-stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yar% 9iN ® D within any parcel or any contiguous area. ❑ C. 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 i - erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted _ - -... .. on-FH�AlNap of any watercourse F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project,. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: iProperty,Owner Professional,Agent,Contractor,Other) S.C.TN. 1000 Date - rNAME -khP Sect n Block Loi ' ""FOR BUILD1.NG DEPARTMENT USE ONILY Contact Inrormatto[t T Reviewed By: — — — — — — — — — — — — --- — — — - -- Date Property Address/Location of Construction Work: — — — — — — — — — — .- - - — — — /vl Al G v� E] Approved for procev5iBuilding Permit. !j Stormwater Management t Control Plan Not Required. ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 APPLICANT: Ll al=D= (Proer Owner.Design Professional, C.T.M. �'' 1000 p ry g Agent,CoContractor,Other) — -- glJtftY CHAPTER 236 0j �( � ;` Stormwater Management Control Plan CHECKLIST NAtvIC; Sect on Block Lot I v,,,--Prall S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, �u,, „ „„�� Date: �e The applicant must provide a Complete Explanation and/or Reason for not providing 0 ' tit all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO 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, =91L--j of the Site Boundary as required b 3236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, 7 L e, Limits of Clearing& Area of Proposed Land Disturbance, u f. Existing & Proposed Contours of the Site (minimumZlntervals) J1j oay.�� p g. Location of all existing& proposed structures, roads, D driveways, sidewalks, drainage improvements&utilities, h, Spot Grades & r!nish Floor T levations for all existing& I US FFR2 proposed structures, f, Location of proposed Swimming Pool and discharge ring, _ . Location of pro2osed Soil Stockpile Area(s), DRAINAGE01Y5 ARE k. Location of proposed Construction Entrance/Staging Area(s). Contac TO �� 1. Location of proposed concrete washout area(s)• - e ore Li- M. Location of all proposed erosion&sediment control measures, tbp e t tcation 2. Stormwater Management Control Plan must Include Calculations showing _ Painaffe has bL307Fnsta ed to Code. that the stormwater Improvements are sized to capture,store,and infiltrate - on-site the run-off from all impervious surfaces generated by a two(7)inch ralnrall/storm event. Shall inch-tch, hilt not be limited tn- 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, b. Construction Entrance&Site Access. --seeding of exposed d.-diu-il 11-110C.Sve soils. c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) d. Leaching Structures (e. , infiltration basins,swales,etc.) i•'i')1.2 I:;NCaIN[.;F:IZ1N'z L EPAIVT” USE ONLY��'"�' � .--_.__.._.._...... _ .-.._._..._._.._. ... _._;• ._ -.,: :.•. . 1 Additional Information is Required. Reviewed & ® Approved By: Stormwater Management Control Plan is Not Complete. - - — — — — — — — -- - — -- - — — — — — — — — — - ! Stormwater Management Control Plan is Complete, Date: Z /� SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 20 Town Hall Annex - 54375 Main Road' PO"-Box 1179 A ® Southold, New York 11971-0959 p� -DI AFellephone (631) 765-1802 - FAX (631) 765-9502 roper.richertC-town.south old.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: VE,-n+ Date: Company Name: elo-byluonEos c r C Inc, Name: ICerim License No.: 11091 -M E email: Address: eQ J;0 UTNOLD Phone No.: &31 - rZ& -1 y2 JOB SITE INFORMATION: (All Information Required)POITP112 Name: C 6-:Tit< Address: VZf14A0A &VQ .S"O 14oL Cross Street: Phone No.: 63 a!5- - Bldg.Permit#: Lt 2 272 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 36a0 S4 Ff' lQdud , olo® -6t S-/Ure(f6tewmtrzk Circle All That Apply: Is job ready for inspection?: YESO Rough In Final Do you need a Temp Certificate?: YES O Issued On Temp Information: (All information required) Service Size1 P 3 Ph Size: 900 A #Meters Old Meter# � 51 New Service - Fire econnect- Flood R o t-Service ReconnecteddTnderground Overhead # Underground Lateral 1 2 H FranPole Work done on Service? Y N Additional Informatio PAYMENT DUE WITH APPLICATION �ry) � y �� ` Off- 0- (�- ,-m - A r \fo �� Request for Inspection FormAs r ' I Y a - w H 0 H � STORM WATER MANAGEMENT DETAILS H Q NEW I ALTER ROOF AREA:1591 SQ.FT. N■T■S■ AT 100%WATER RUNOFF:265.7 CU FT. PROVIDE(2)8'DIA X 4'DEEP DRYWELLS DRYWELLS CAPACITY:338 CU.FT. OGEE GLMR-STANDARD " NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: V 1 A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR a o ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITION- C). ONDITION .C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: Z A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2'FOR EVERY 4(Y OF RUN. 2),SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. p�il M B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT W CONNECTORS. F-1 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. O O N � DRY WELLS TO BE 10' MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. O� O O C 0 O c-K - - 1 � ,. _- 5.01 .0 - - V 0 0 w 2AM P EX. FLOATING o 4 DOCK U ,0 4 � 41 %10 79 U) civ v � v 0 W 3 EROSION &SEDIMENT CONTROLS Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. H UU ` 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. N SITE PLAN APPROVAL OF STORMWATER MANAGEMEN CONTRO (PokN -T n Cod h ter 236 U Date: 2 4SCALE: 1" = 10'-0' Approved U x • �y `�- �� DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: February 05,2018 �Og SHEET NUMBER: N O F SANDRA BAGE k N 88059'0" o " EXISTING EXISTING c SHED CONCRETE SLAB N 4 / _ M NO CONC. I SOIL I WASHOUT z NEEDED 0 2ND. FLOOR PROPOSED o ALTERATIONS AND ADDITIO1 0 50.3' r-=i - , LSLu I V nC 1 / I W u- EX. OVERHANG ' 0 1 AT GARAGE z I ' z W L - I Lu � Q 1 0 CONSTRUCTION DUMPSTER - _ AND"PORT-A=LAV %^ z I LU TO REMAIN ON SITE FOR ® W 1"1/2 SN. HOUSE ' JRATION OF CONSTRUCTION v EXISTING DRIVEWAY I ; ' r 1 I 16.5' ' ,v,,. I uj I LSC Lu I � / 1 azo , p 0 / I X � I ' z / • � N / 1 � 44.4' STING BRICK WALK EXISTING CH r lV COVERED ;P PORCH ' N I SOIL 1 /81X41 - ------__ -- I DW ' co X-) All s ANY ALTERATION OR A001T1014 TO THIS SURVEY IS A VIOLARUN a OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW N/0/F SANDRA RAGE EXCEPT AS PER SECTION 7209—SUBDIVISION 2 ALL CERTIFICATIONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR eo 187 8' _ fil 4HOSE SIGNATURE APPEARS HEREON tn zas N 88'59'00" E — 1 SURVEY OF PROPERTY "� A T LA UGHING WATER . = ice ; � ; TOWN OF SO UTHOLD SUFFOLK COUNTY N.Y. o Q oN 61 / 1000-87-03-44.1 a SCALE: 1"-20' April 17,1999 31 October 2,2017(CERTIFICATIONS ADDED) /A, CERTIFIED TO PETER LOJAC FERNANDA MENEGASSI-LOJAC so s WELLS FARGO BANK,N A. " O o o I Z 1 s it ti r tia I a� 1 >rs la ��% •��' I � I O ■=MONUMENT , °LDoa�-M1c I3 V AREA = 28,774 sq. ft. / to tie lines �EOFNENrYO N 7738, LIMB 0�, rI _ I-� rb�P rT.h°E) �r RtcH�D \1 N/O/Fw R OPiv �laVyryUL, a� I� Y S LIC NO-49618 Y I _ I'121ET0, t 3 c .RS PC 1 2 -o 38.1 ^ o756g0 0 12� ER STPEET SOUTHOLD, N Y 1197; 199- 1 6 7 .1 i '077 ,VED AS NOTED RETAIN STORM WATER RUNOFF DATE: a P. v� PURSUANT TO CHAPTER 236 FEE: BY: OF THE TOWN CODE. NOTIFY BUILDING DEPART NT�AT 765-1802 8 AM TO 4 PM FOR'.TAE, FOLLOWING'INSPECTIONS: ' < 1.•FOUNDATION-- TWO REQUIRED FOR POURED CONCRETE 2, ROUGH--."FRAMING & PLUMBING 3. INSULATION 4, FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. , ELECTRICAL ALL CONSTRUCTION SHALL MEET THE INSPECTION REQUI Ell REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF pQ r-M NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF tol"It bk- r (. Kat S6dfiN6ZB�� �6' H6 KING BOARD ES OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE. OF OCCUPANCY U � y (nJ ; P�F S � OFFirf �(/ �m' � EXImNC IMNG �� E I� MNINL¢OOM �,a OOO e51 x i l FR D'1 ❑ 1qq muLeAn ❑ ¢�=o= �/ �� EASDML MASE 3 IXImNGH .--,w O ❑❑ PANTRY/tAUND0.Y i5' - L Q n w £ I18 �Y gu 35e IXlmuc¢EDRooM BdIIl ww,,... � � e �� � mNG BEDROOM IXIsnNG¢ED0.00M a CD /, E%ISTINL LADLE E%ISTINL LAMLF Ad ��; 1ST. FLOOR PLAN -+ SCALE.1/4-=1-41 U uv¢mu umurou � i r wn.u,vovumm¢mnuuuwum��w IPs r. ro mrtor.narrtlatx. ,�rN.rt ,I.w.rt r� yy EyN�p0.�r ���� Cumr4tW nm .�uWR `•/ A-5 �'Ilea y z ......:.............tPNWO[NI!'......-"-•_:-................-..--..........-...-...6BultEKfP1C...--................-..-------...-- ...---x+flQtG7!9itt...........:..--.--..-.-. .... .. F... A rvimucruavcryiwsum nrnc............................... .................................. �W.LLL ex..im...u.c..e.r�.x.ni.m.� .r.uT.c.�..M...a.o..o.M....... ................ oWx¢���y�o2 . ............................................. —T � a a EXISTING 2ND. FLOOR PLAN U SCALE.1/4^=r W E�+ P H a U 6 IMME A-6 �r l� REVISIONS: 1-4 CXW16-2 w/ TRIANGLE FLEXI-FRAME ABOVE CXW16-2 w/ 14"TRANSOM 6/OwX7/1 3/8h RECT.FLEXIFRAME 14'TRANSOM El TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS (2)2X10 DF#2 HEADER (2) 11-7/8 ML HEADER POST (2)2X10 DF#2 HEADER (TYP) ---------------------- ---------------------- POST W MP) O p W No H " = gWH J �= Ln N oc LL V �u p X X EXISTING GREAT ROOM 2 o w EXISTING DECK m REPLACE ALL OPENINGS H N F"lI POST (SP) J Q O a w POST DOWN TO POST DOWN TO � CXW16-3 FWH31611AL CXW16-2 FOUNDATION FOUNDATION n /Z BLOCK AS REQ. BLOCK AS REQ. TEMPERED GLASS EPIACE TEMPERED GLASS C235-C135-C235 FWG60611R REPLACE EX.OPNG. MIN.(2) 9 1/2 EX.OP REPLACE EX.OPNG. EX. (3)2X10 HDR -- EX. (3)2X10 HDR ML HDR(VIF) ----- -------- ----------- --- ----- --- O REPLACE EX.OPNG. REPLACE EX.OPNG. � � g FWH29611AL 9o_q" 1 I Lu l7 u I I 0 � " REPLAC O v � a EX.OP ' , W x w ^ Lu w u 1 ' mce ~ 1 , NzQ i a0 tn POST DOWN TO LALLY COLUMN CLOSE OFF EX. N v °' _ R w/2'X2'Xl'FTG.UNDER POST 1 Z FIREPLACE. �2 00 " L- W o OFFICE EXISTING EXISTING KITCHEN EXISTING LIVING ROOM G REMOVE HEARTH ' OPEN TO ABOVE I 0 w W g N DINING ROOM o I ~ Lu v I x Z MJ I 1 N W tj r T, v pZ, p lD ^W I 1 EXISTING POST DOWN TO LALLY COLUMN ' O Lu w I N m HALL w/2'X2'X1'FTG.UNDER POST ' C v 1 1 W< rn POST DOWN TO LALLY COLUMN t w/2'X2'X1'FTG.UNDER POST EXISTING BATH ' W 1 J D 17 ^� 0 � o � x EXISTING HALL I O N Cn J M W � v ' W w t EXISTING ENTRY W W Co ° p O N `" POST DOWN TO LALLY COLUMN POST DOWN TO LALLY COLUMN XLu X w Lup ' w/2'X2'XI'FTG.UNDER POST w/2'X2'Xl'FTG. UNDER POST u � o 13 O REPLACE X.OPNG. J ~ L v EXISTING BEDROOM N EXISTING BEDROOM EXISTING BEDROOM M M N N to �MO EXI TING EXISTING PORCH X ^ � o ma,Ln in �:I., MIN. (2)9-1/2 I s ML HDR(VIF) REPLACE REPLACE EX.OPNG. 14EPC OPNG ° REPLACE EX.OPNG. REPLACE EX.OPNG. Z u TW3046-2 TW2032 TW3046-2 TW3046-2 v EXISTING GARAGE EXISTING GARAGEtv N . r. 1. REPLACE/REPAIR EXISTING SHEATHING AS REQUIRED. g c W 3. EXTERIOR SIDING AND UNDERLAYMENT TO BE REPLACED.PROVIDE W O PRICE FOR 18"R&R#1 RED CEDAR SHINGLES.INSTALL 5/4X4 w/2"SILL Ix M VERSATEX(OR EQUAL)AT ALL EXTERIOR OPENINGS.ALL FASCIA,RAKES, FRIEZE BOARD,etc.TO BE REPLACE w/VERSATEX(OR EQUAL). '-----------------------' aLu Z01ST. FLOOR PLAN N 1 1 1 1 g d N 4. VERIFY ALL EXISTING OPENING SIZES. VERIFY EXISTING HEADERS FOR ' i w �y ENLARGED OPENINGS.USE(2)2X10 DF#2 UNLESS OTHERWISE NOTED. °C w ALL OPENINGS OVER 3 FT,TO HAVE 2 JACK STUDS ON EACH SIDE OF SCALE. 1/4" = V u OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM 0-4 V HEADERS.SUPPORT AND FLASHING.REPLACE,REPAIR AND ADD AS I 1 1 1 O REQUIRED THROUGHOUT. ; 5. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ' ' ' ' NAME: EXISTING: ADDITION: TOTAL: U) APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ; 1ST. FLOOR CONDITIONED: 2403.7 SQ. FT. 2403.7 SQ. FT. 6. EXTERIOR SIDING AND UNDERLAYMENT TO BE REPLACED.PROVIDE i REPLACE Folmll PRICE FOR 18"R&R#1 RED CEDAR SHINGLES.INSTALL 5/4X4 w/2"SILL ' REPLACE EX.OPNG. 1 EX.OPNG. 1 REPLACE EX.OPNG. 1 2ND. FLOOR CONDITIONED: 403.9 SQ.FT. 855.8 SQ. FT. 1259.7 SQ. FT. VERSATEX(OR EQUAL)AT ALL EXTERIOR OPENINGS.ALL FASCIA,RAKES, 2'-8" FRIEZE BOARD,etc.TO BE REPLACE w/VERSATEX(OR EQUAL). 10'-0" 8'-0" GARAGE: 672.2 SQ.FT. 672.2 SQ. FT. 7. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. NEW DECORATIVE NEW DECORATIVE EXISTING FRONT PORCH: 51.0 SQ. FT. 51.0 SQ.FT. u BRACKET TO BE BRACKET TO BE INSTALLED UNDER INSTALLED UNDER EXISTING REAR DECK: 613.2 SQ.FT. 613.2 SQ.FT. EXISTING OVERHANG --- --- DBL l SVR i D AR 2 0 2019 SF�EDgRC,yi � DRAWN: MH/MS TOWN OF SOUUICID l x N SCALE: 1/4"=1'-0" i JOB 'p #: '9 022339 Q� March 15,2019 �O SHEET NUMBER: A-5 Y1.II rllil'N"rlrL I.""rIRT;If I REVISIONS: O W 69'-9" Z a a O a w 8'-4" 12'-11/4" 6t-31/2" 6'-6" 6'-6" 5'-0" 2'-83/4" 5'-41h" 7'-f " 7'-5"ol Z N O 8'-0"PLT, HT. CXW155-P5055-CXW155 CXW245 AX281 CXW245 8'.0"PLT.HT. AX281 CXW145 CXW155-3 AX281 8'-0"PLT.HT. TEMPERED GLASS (3)2X8 DF#2 HEADER (3)2X8 HDR EMPERED GLASS (3)2X8 HDR (3)1-3/4X7-1/4 ML HEADER (TEMPERED) (3)2X8 HDR = OEMOVEEXISTINGCEILINGJOIST ----------- ---------------------------------------------- ------ ---------------------------------- - --------------------------------- - I� _ SISTER NEW RRs TO EXISTING I "---------- ----------------------------------, ------------ i I INSULATE EXT.WALLS AND ROOF 1 I 1 I I I I cc I 1 " I N 1 1 11 r I 1 - 2'-6" A 1 1 `----------- --' I I `-------------- ---- --- --- --- --------- �-- ------- -- MASTER BEDROOM ---------------- --- -- -- `t MASTER BATH I O .. FORMER ATTIC CATHEDRAL CEILING CATHEDRAL CEILING a " -------- --------------- � � I II O REMOVE EXISTING CEILING JOISTS 96 O r Q SISTER NEW RRs TO EXISTING ( e ( Lo 22p-5" W� I_ INSULATE EXT.WALLS AND ROOF \`10t�/ \`IOt�/ I i i I SHELVES F� IB.UILT INS 3'-6 15'-81/2 7'-63/4" 1 1 , " LOFT 1 x Q FORMER BEDROOM V �� o V ce 1 ' HALL ' 1 CATHEDRAL CEILING V gao _ 30" _ 5-1/4X -1/4 V O a '� REMOVE EXISTING CEILING JOISTS ° I I i REMOVE EXISTING CEIL G JOISTS Os= 5-1/ , PARRALAM pw w ji ^ = i CUPOLA SISTER JEW RRs TO EXISTING n= p I SISTER NEW RRs TO XISTING X Lu '' PAR ALAM O COLUMN X a U I I v INSULATE EXT.WALLS A�p ROOF I I I i INSULATE EXT.WALL AND ROOF N i w a. '� C UMN 011 N g Lo t✓uj I„- 1,_lm C? v Iuj 1 I I vl I u M ^ I ^ 1 -__-------_� �-__ _---_---____ -� II .-. ----------- SOLID-CORE _________-SOLID-CORE DOOR w/ 00 WEATHERSTRIPPING REPLACE/ADD 1 5'f0" I &DOOR SWEEP TO STEP AS REQ. N 5 4'-7" '-6" N cH I WALK-IN CLOSET 10'-111/2 18'-10 Irl REMOVE EXISTING CEILING JOISTS SISTER NEW RRs TO EXISTING i 8 ATF9' I N 1 INSULATE EXT.WALLS AND ROOF In I (ALTERED) I m rM O REPLACE BENCH REPLACE ATTIC0 o u v 1 EX.OPNG EX.OPNG I CEILING JOISTS BELOW i GA rn o (STEP DOWN) Q `-i X PL, U, TW2432 TW2432 TW2432 CW135 TW2432 Gi MODIFIED 'G Ln v SIM.DH o v 00 1 1•-I I' lu ~" U1 .0 W 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, PROPOSED 2ND . FLOOR P MANUFACTURE'S INSTRUCTIONS. VERIFY EXISTING AREAS TO BECOME FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. CONDITIONED SPACE AND REPLACE AS REQUIRED. PER CODE. EXISTING ATTIC 3. NEW DORMER PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 10. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE SCALE. 1/4�� = 1 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING W 4. NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 5. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD.REPLACE/ 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49, EXT. u REPAIR EXISTING AS REQUIRED. NAME: EXISTING: ADDITION: TOTAL: WALLS:R20,FLOOR: R30.EXTERIOR OPENINGS MAX.U 0.30 O 6. EXTERIOR SIDING AND UNDERLAYMENT TO BE REPLACED.PROVIDE 12, ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 1ST.FLOOR CONDITIONED: 2403.7 SQ. FT. 2403.7 SQ. FT. PRICE FOR 18"R&R#1 RED CEDAR SHINGLES.INSTALL 5/4X4 w/2"SILL BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT QI VERSATEX(OR EQUAL)AT ALL EXTERIOR OPENINGS.ALL FASCIA,RAKES, SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE FRIEZE BOARD,etc.TO BE REPLACE w/VERSATEX(OR EQUAL). AREAS. 2ND. FLOOR CONDITIONED: 403.9 SQ. FT. 855.8 SQ. FT. 1259.7 SQ. FT. 4e 7. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS N 14. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. GARAGE: 672.2 SQ. FT. - 672.2 SQ.FT. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK �.� STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH 13. ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. EXISTING FRONT PORCH: 51.0 SQ.FT. 51.0 SQ. FT. SIDE FOR MICROLAM HEADERS. 14. INSTALL 12X12/14X]4 NICHES AT ALL NEW SHOWERS UNLESS 8. VERIFY EXISTING OPENINGS FOR SIZES,HEADERS,SUPPORT AND FLASHING. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. REPL CE EXISTING REAR DECK: 613.2 SQ. FT. 613.2 SQ. FT. u REPLACE,REPAIR AND ADD AS REQUIRED THROUGHOUT. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. EX.O NG u 15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. x TW2432 RE D qRc E N DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: } 9�F X22 3g �OQ� March 15,2019 OF E� SHEET NUMBER: A-7 13 Lr 3fP,"Jl�IIF REVISIONS: SITE DATA: SCTM # 1000-87-03-44.1 DESCRIPTION: TOTAL: LOT COVERAGE: EXCAVATE: FILL: UAW I ( I PROPERTY: 26,774 SQ. FT. PROPERTY WETLANDS: 506 SQ.FT. BUILDABLE PROPERTY: 26,268 SQ.FT. HAYBALE OR SILT FENCING ESTIMATED AREA OF 3,000 SQ.FT. M.H.W.M. GROUND DISTURBANCE: LIMITS OF CLEARING TO BE N O F NO MORE THAN 20' FROM SANDRA GAGE PROPOSED WORK AS HOUSE: 3110.6 SQ.FT. 11.9% INDICATED ON SITE PLAN WEST PORCH: 51.0 SQ.FT. 0.2% 187- 18 EAST DECK: 613.2 SQ.FT. 2.3% N 880591011 E SHED: 55.0 SQ.FT. 0.2% _M nl_ M � Or?) PROPOSED DRYWELLS: (2)8'dia,4'deep - 12 CU.YD. 6 CU.YD. EXISTING EXISTING Q SHED CONCRETE 0 1 1 1Z ~ SLAB -00 TOTAL: 3,829.8 SQ. FT. 14.6% 12 CU.YD. 6 CU.YD. O MEETS&BOUNDS BY: PECONIC SURVEYORS SURVEY DATE: 4/17/1999,10/2/2017 M 1 W NO CONC. I SOIL 1 WASHOUT NEEDED LU O 2ND. FLOORQ w PROPOSED o ALTERATIONS AND ADDITION ' 50.3' ' O 7777 1 O t w ��� � 81X4�� ~ ;� S / STORM WATER MANAGEMENT DETAILS J /61 y DW I Q EX. OVERHANG i 11 LL NEW/ALTER ROOF AREA:1591 SQ.FT. N.T.S. Q ,6; ,M AT GARAGE t Z "J AT 100%WATER RUNOFF:265.7 CU.FT. -_ `rVl PRDR'YWELLS CAPACITY:338 CU. ELLS /N.t t z a � z t AmkkQ / 04.$ z OGEE GUTTER:-STANDARD 5" LU , t a F- U 1 z NOTES: V1 LU f -, 4 1).EXECUTION: Z U z kk A).DO NOT BEGIN INSTALLATION UNTIIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. L3. ' `-, 2).PREPARATION: CONSTRUCTION DUMPSTER ; , O i 1 O A).CLEAN SURFACE THOROUGHLY PRIC)R TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR Q AND PORT-A-LAV W , [.LJ / �/ N / ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITION . r-7 W C). PAINT CONCEALED METAL SURFACIES AND SURFACES IN CONTACT WITH DISSIMILAR TO REMAIN ON SITE FOR S o, , DURATION OF CONSTRUCTION O 1-� 2 STY. HOUSE o ��� z METALS WITHPROTECTNEBACKIMIGPAINT. O r3 3.INSTALLATION: L[�] U EX I STING S A),PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. F� /�v../I1-' G 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. V DRIVEWAY , 1 // 0 i U 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. t , , a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND V a ACCESSORIES. C + ^7 EJ, O B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT �i O 1 , L• /�� `J CONNECTORS. "+ z 1 t , ` l 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL O E 16.5 ' t EXISTING V CONNECTION WATERTIGHT. O t t DRY WELLS TO BE 10'MIN. 4).PROTECTION: O N - X / _ DECK z AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. W j __ ; B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL t W ° ;V � / juU4I W e 90 ° tz 0 ° �0"0 0 ".t QJ M' 4 ' W L \AEXISTING O r—. Q> �� can#:?r.±T ►��f,y r-4 �. Nz; _ �0 SEPTIC W ,� :, �crr.,.,.. � � w N �� �cr tr►r - ►r„; .= o��ra�. Q) E _ i r-_ / Lu that fh�ar in k r7:f�t':N� Im ��ry "�4:if.t�FawfC3re O 44.4' -- _-- / nC �:r�h;�� d in; ' , �IrfjC,Itjon o ^ t:�r.€�q to code. �' \ U EX. WOOD DOCK 'Con 2 ISTING BRICK WA I 87.3' O EX. RAMP Ex. FLOATING �" w LK DOCK o I " E ..._A EXISTING p .� Q x .� z LF C T ��L � v ;~ N COVERED �H 67.7' end �r� �rork L�'�stlL<Yr7cL�►+ t1��ujREQ v _ E r- • PORCH Gestin required. 00 w N _ / f� � ���• W N � W � _ f SOIL I 8X4 DW PLUjV1 ✓ F17 T, ON PL I 'r7 /t i comers (o `---_-- , / �Y TdES;;r�c� rc_''c- NG U lr V L7D 2110 C O � � N � �. - R OAS LI E SITE PLAN Co; N )r t.'PT C '�PTRR 14 SCALE: 1" = 10'-0' r UTHULD TOVA-4 COM C EN rER N 77L I o IC — — p ^ 3810frF 'ZORMLC _ _ IXC OPE p� ,S�FtED ARCHEECA � Mu -n U� � st Provide Manuals • . �3DRAWN: MH MS D, J and S as Per * s* N * SCALE: 1/4"=1'-0" _ NYS EnergJOB#:y Code ".; January 31,2018 0 2339 y0Q- SHEET NUMBER: • N O F OLS 38. FOF NRICHARD PRIETO JR. ROAD L� l8F NE -_ M.H.W.M. S. 1 \. P ' REVISIONS: z I IJ O a oo L17_ Z � a 11 11 A 11 11 • O Q i rT� EXISTING FRONT ELEVATION SCALE: 1/4" = 1' w A 0 � � a � o � � oONS ® ® ® ® ® ® o 0 HH® ® ® o 0 = 0 ® ® ® ® 0 = 0 NG © 0 maiO N .5 pN 1Q T O x o " 010,L � � wax v a o v aLOU 011 a o o a o a Ncu W 0 010 Ulu � W uu EXISTING FRONT ELEVATION N SCALE: 1/4" = 1' U � ,p,E D qRc { y DRAWN: MH/MS Q p SCALE: 1/4"=1'-0" N * JOB#: January 31,2018 22339 �0 SHEET NUMBER: OF NE A- REVISIONS: H 1.117 O O a > 00-01 Z - - - - H FM ® FMI I I Hill Q O O � � RIGHT ELEVATION SCALE: 1/4 = 1 o � H � � oON � N v i FTIcom -6 z 0 O v r -� v G 4 c UC31, _ v � v W 0 aEE W u � 7-1 F N EXISTING RIGHT ELEVATION SCALE: 1/4" = 1' UU �S��RED ARc BEV I N DRAWN: MH/MS A. `` �i SCALE: 1/4"=1'-0" i N JOB#: January 31,2018 SHEET NUMBER: 4. 22339 0 OF N EW-4 A-2 REVISIONS: E,, "H 7=1 COO ,...a o -h L 1.1 J I aW cc F 11 I it 1 11 it I it Mai' Jill I ' 'i I I I I It I H W� W 4 O O � � REAR ELEVATION SCALE: 1/4" = 1' o O r O cV � 0 r-+ N0 v ® -H -H ® x O X .-. V ® M +�REM ® ® Q r u �. w C2x , u U aLLa 11 Fill w ° N EXISTING REAR ELEVATION SCALE: 1/4" = V / u U � �,�ERE D ARc vIN15 DRAWN: MH/MS N * SCALE: 1/4"=1'-0" N JOB#: Q2233 QJanuary 31,2018 OF N E\�0 SHEET NUMBER: A-3 REVISIONS: �J O • W �W V1 W W 00 w E-+ - - - - Q Hm I T 1T 4 D � z LEFT ELEVATION SCALE: 1/4" = 1' O N UO 0 N v i ® ® ® o � Pa To o � P ® wax 00 m u t, ,n U cn00 °? 0 W a a 0 a a o � a � W 01L o aa a E oil o u U u w ° N EXISTING LEFT ELEVATION SCALE: 1/4 = 1 �C,�ERED qRc Q 7, DRAWN: MH/MS N SCALE: 1/4"=1'-0" * JOB#: ' January 31,2018 X2233 OQ" SHEET NUMBER: OF NE�� A-4 REVISIONS: CXW16-2 w/ TRIANGLE FLEXI-FRAME ABOVE CXW16-2 w/ 14"TRANSOM 6/OwX7/1 3/8h RECT.FLEXIFRAME 14"TRANSOM wr TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS (2)2X10 DF#2 HEADER (2) 11-7/8 ML HEADER POST (2)2X10 DF#2 HEADER (TYP) ---------------------- ---------------------- ---------------------- POST F--1 (NP) W Lu 0 v j 2 N [V O w w EXISTING GREAT ROOM oLu w EXISTING DECK REPLACE ALL OPENINGS F- N POST1.4 (TYP) Cl, O 7'-35/8" 6'-23/4" 7'-35/a" a 4-4 POST DOWN TO POST DOWN TO CXW16-3 FWH31611AL CXW16-2 E..i FOUNDATION _ FOUNDATION c/] BLOCK AS REQ. BLOCK, TEMPERED GLASS REPLACE TEMPERED GLASS C235-C135-C235 FWG60611R O F-1 REPLACE EX.OPNG. EX.OP REPLACE EX.OPNG. EX.(3)2X10 HDR EX.(3)2X10 HDR O REPLACE EX.OPNG. REPLACE EX.OPNG. INSTALL TOWN&CC:NNTRY ~ FWH29611AL 9'_1» TCWS54ST SERIES D POWER VENT w 0 V SEE THRU FIREPLACE PEk:OWNER g 0..0 F--� REPLAC INSTALL PER MNFGRS.INV UCTIONS �. O w v nQ EX.OP w °c w a h-�1 j� „0 F= H im K O CL azo w w POST DOWN TO(ALLY COLUMN ' 'a `_" NCLOSE OFF EX. v ° = w/2'X2'Xl'FTG.UNDER POST w X '� , i w Z REMOVE HEARTH V a L o OFFICE EXISTING EXISTING KITCHEN EXISTING LIVING ROOM �o X 11 X Lu W g X DINING ROOM ; ;o F— a N w ocrq J � IN ui �* W EXISTING ' + g a° POST DOWN TO LALLY COLUMN ; w O w I x: HALL w/2'X2'Xl'FTG.UNDER POST ' X d v F-1 W I uj w WP t ' IL EXISTING BATH } Lrluwj3 EXISTING p ED X EXISTING HALL PANTRY/ LAUNDRY M O N 13 I M ; EXISTING u � r 16 ENTRY o W W l7 10 0 O N POST DOWN TO LALLY COLUMN POST DOWN TO LALLY COLUMN Cd w 0 / EXISTING w/2'XTXl'FTG.UNDER POST w/2 X2'Xl FTG.UNDER POST V dU O ^ BAT HO �' --- R PLACE EX. NG. Lu ux N EXISTING BEDROOM ! 1/0-3/0-1/OX6/8 M 1, EXISTING BEDR OM 1 EXISTING BEDROOM CA cu rn t m 4 o EXISTING PORCH v C;, Xo REPLACE o REPLACE EX.OPNG. REPLACE EX.OPNG. Ln REPLACE EX.OPNG. EX.OPNG Q) � TW3046-2 TW2032 TW3046-2 TW3046-2 't u Ln U M EXISTING GARAGE EXISTING (GARAGE It cu� o w 1. REPLACE/REPAIR EXISTING SHEATHING AS REQUIRED. g Z a 3. EXTERIOR SIDING AND UNDERLAYMENT TO BE REPLACED.PROVIDE w O PRICE FOR 18"R&R#1 RED CEDAR SHINGLES.INSTALL 5/4X4 w/2"SILL Q� w , VERSATEX(OR EQUAL)AT ALL EXTERIOR OPENINGS.ALL FASCIA,RAKES, 16w 0 MCA 1ST. FRIEZE BOARD.etc.TO BE REPLACEw/VERSATEX(OR EQUAL). ----'-"""""----'--'-'-'- ;_______________________ sZ FLOOR PLANa cv4. VERIFY ALL EXISTING OPENING SIZES. VERIFY EXISTING HEADERS FOR a O ENLARGED OPENINGS.USE(2)2X10 DF#2 UNLESS OTHERWISE NOTED. ; ; ; ; 0� w ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF SCALE. 1/4" = V OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM ' ' ' ' '-' V HEADERS.SUPPORT AND FLASHING.REPLACE.REPAIR AND ADD AS ' O REQUIRED THROUGHOUT. 5. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE ' ' ' ' NAME: EXISTING: ADDITION: TOTAL: APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ; HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. ' ' ' ' 1ST.FLOOR CONDITIONED: 2403.7 SQ. FT. 2403.7 SQ.FT. N REPLACE 6. EXTERIOR SIDING AND UNDERLAYMENT TO BE REPLACED.PROVIDE PRICE FOR 18"R&R#1 RED CEDAR SHINGLES.INSTALL 5/4X4 w/2"SILL ' REPLACE EX.OPNG. EX.OPNG. REPLACE EX.OPNIG. 2ND. FLOOR CONDITIONED: 403.9 SQ.FT. 855.8 SQ.FT. 1259.7 SQ.FT. VERSATEX(OR EQUAL)AT ALL EXTERIOR OPENINGS.ALL FASCIA,RAKES, 2'-8" Q' FRIEZE BOARD,etc.TO BE REPLACE w/VERSATEX(OR EQUAL). 10'-0" 8'-0" GARAGE: 672.2 SQ.FT. 672.2 SQ. FT. 7. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. EXISTING FRONT PORCH: 51.0 SQ. FT. - 51.0 SQ. FT. V NEW DECORATIVE NEW DECORATIVE C/) BRACKET TO BE BRACKET TO BE INSTALLED UNDER INSTALLED UNDER—� EXISTING REAR DECK: 613.2 SQ.FT. 613.2 SQ.FT. EXISTING OVERHANG EXISTING OVERHANG---- \�,�EFtED ARc ,s y �Q y o DRAWN: MH/MS * SCALE: 1/4"=1'-0" N * JOB#: Na A -- January 31,2018 4sl ?2339 OQ- SHEET NUMBER: GF � A-5 REVISIONS: O F-� z W a � o � o Q w z � cv � H z � w --------------------- --------------------------------------------------------------------------------------------------------------------------------------------------f--- ------- --------------------------- --- --------------------MAIN ROOFPLATE--------------------------------------------------------MAIN ROOFPIATE------------------------- ------------------------------MAIN ROOF PLAT ------------------------------ F-�-I 4'-1"PLT.HT. --------------------------------------------- ---------------------------------------------------------------- 1'-1"hPATFORM(ROOF UNDER) ____________________ ____ _ _ _--------------------------- w � V1 EXISTING BEDROOM EXISTING �'-4"cLc.HT. z •---- Q W d EXISTING UNFINISHED ATTIC to T-l"CLG. HT. '^ A -------- ---------------- � O H �------- --- ----- --------------- - ------- ' l N ----------------------------------------------------------------------------------------------- [CH] EXISTING BATH CEILING JOISTS BELOW 77 (STEP DOWN) N � 0 � cz •� v v °° " � 4u 40 4 - rn U y U)" N cu v .0W � m w EXISTING 2ND. FLOOR PLAN u u SCALE: 1/4" = 1' o N ;i �F F-D ARC,y 1� , y n•�l DRAWN: MH/MS SCALE: 1/4"=1'-0" * N * JOB#: N� January 31,2018 022339 y0 SHEET NUMBER: Or N E\14 A-6 REVISIONS: O 69'–9 �_4 a CL-4 16'-8" 7'-63/4" 18'-0" 5'-23/4" 21-31/2" 2'-0" Q O Z Oa w 8'-4" 8'-4" 7'-63/4" 2'-6" 6'-6" 6'-6" 2'-6" 50-23/4" 5'-41/2" 7'–Elpo 7'-5" 10N O ^H 8'-0"PLT.HT. CXW155-P5055-CXW155 AX281 CX 1245 g'.0"PLT.HT. AX281 t CXW155-3 AX281 8'-0"PLT.HT. R.-P47,I WROOF PLATE EX, ASN_ROOF PLATS -- ----------------- - - - TEMPERED GLASS REMOVE EX.DORMER (3)2X8 DF#2 HEADER (3)2X8 HDR EMPERED GLASS (3)2X8 HDR (3)1-3/4X7-1/4 ML HEADER REMOVE/REPAIR WALLED rrimp (TEMPERED) (3)2X8 HDR lo AREA WITH ROOF UNDER 0 N REMOVE EXISTING CEILING JOIST -------- ---------------------------------- _-, RE-FRAME REQ. SISTER NEW RRs TO EXISTING --- ----- ---------------------------------------------- -----------� �----------- URE p CONCEALED wl ARCHITECT CT BE I INSULATE EXT.WALLS AND ROOF ' ' ------------------------------------------ 1 i REVIEWEDw/ARCHITECT = 1 AT TIME OF DEMOLITION 19'–4/2" i i cD REMOVE EXISTING 1 00 DORMER REMOVE/ ----------- REPAIR ------------ -6" -_-_ w -6" zi 1 1� REPAIR FLOOR AND i + + + ++ ' ' STRUCTURE AS REQ. V1--, 1 --- _6 --- ---------8-- --------- -- –6 O __ _ ---- -- --- ---------------------- -- --- MASTER BEDROOM MASTER BATH FORMER ATTIC N CATHEDRAL CEILING CATHEDRAL CEILING Ln REMOVE EXISTING CEILING JOISTS 95 O Lo W `— SISTER NEW RRs TO EXISTING LINEN I i Lo I SHELVES i Q INSULATE EXT.WALLS AND ROOF I i +x ,BUILT INS 4'-0" EX.RAILING 6-o" 2'-6" LOFT 7 1 1 FORMER BEDROOM G �+ VCe nc I I 1 ; HALL i i ; CATHEDRAL CEILING z V x z n I .In z n F-' In OM I 1 \ v o ' REMOVE EXISTING CEILI{JG JOISTS ° 1 i I_, REMOVE EXISTING CEILING JOISTS n p= 0 w 91 1 N `9 n CUPOLA SISTER�EW RRs TO EXISTING a o 0� SISTER NEW RRs TO EXISTING X "' -� � O [� C4 w v� d I 1 I N®^ 1 INSULATD EXT.WALLS A00 ROOF 1 I d� INSULATE EXT.WALLS AND ROOF z w a N gw � ►--a m I �I^ in � ' f, f „ 1 1 1 , „ � 1 W n -- 15'-81/2 1 –0 9P-611 1 –0 1 1 18 –10 1M t 5I0„ ---------- --- ---- ---- ------------ -------------" - ------------" � z rn 3'-0" - � BUILT INS I j� SOLID-CORE DOOR w/ ' ---- ---- -------- 1 � I WEATHERSTRIPPING REPLACE/ADD �?' � � ' 15'-2" &DOOR SWEEP TO STEP AS REQ. N 1 � 1 " 18'-10' CH EXISTING STAIRS WALK-IN CLOSET 1 10 111/2" 1 TO REMAIN N REMOVE EXISTING CEILING JOISTS i I SISTER NEW RRs TO EXISTING rr-+ INSULATE EXT.WALLS AND ROOF ; BATH N Iv ' (ALTERED) ON `r 0 O 4' 7' N 5 REPLACE BENCH REPLACE ATTIC m 2 1 EX.OPNG EX.OPNG i CEILING JOISTS BELOW m o '" (STEP DOWN) +� `_4 x o TW2432 TW2432 TW2432 CW1F ED TW2432 MODSIM.DH 0 s , 3+-2++ 7+_0++ 7+-0++ 3'-2++if o s~ rn U It `00 "� c"l a� � W 1. USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 9. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, PROPOSED 2ND. FLOOR P MANUFACTURE'S INSTRUCTIONS. VERIFY EXISTING AREAS TO BECOME FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. CONDITIONED SPACE AND REPLACE AS REQUIRED. PER CODE. EXISTING ATTIC 3. NEW DORMER PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 10. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE SCALE. 1/411 = 11 APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING W 4. NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 5. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD.REPLACE/ u • 11. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. NAME: EXISTING: ADDITION: TOTAL: V REPAIR EXISTING AS REQUIRED. WALLS: R20,FLOOR:R30.EXTERIOR OPENINGS MAX.U 0.30 0 6. EXTERIOR SIDING AND UNDERLAYMENT TO BE REPLACED.PROVIDE - � 12. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. M.FLOOR CONDITIONED: 2403.7 SQ.FT. 2403.7 SQ. FT. U*) PRICE FOR 18"R&R#1 RED CEDAR SHINGLES.INSTALL 5/4X4 w/2"SILL BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT VERSATEX(OR EQUAL)AT ALL EXTERIOR OPENINGS.ALL FASCIA,RAKES, SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 2ND. FLOOR CONDITIONED: 403.9 SQ.FT. 855.8 SQ.FT. 1259.7 SQ. FT. FRIEZE BOARD,etc.TO BE REPLACE w/VERSATEX(OR EQUAL). AREAS. N 7. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 14. ALL FLOOR TILE AREAS TO HAVE MUD SETTING. GARAGE: 672.2 SQ. FT. 672.2 SQ.FT. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK'' STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 13, ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. SIDE FOR MICROLAM HEADERS. EXISTING FRONT PORCH: 51.0 SQ.FT. 51.0 SQ. FT. 14. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS 8. VERIFY EXISTING OPENINGS FOR SIZES,HEADERS,SUPPORT AND FLASHING. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. REPCE EXISTING REAR DECK: 613.2 SQ.FT. 613.2 SQ. FT. REPLACE,REPAIR AND ADD AS REQUIRED THROUGHOUT. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. EX.O CE 15. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. NG x" TW2432 , ' RED ARC O� v l sc, DRAWN: MH/MS .. �k SCALE: 1/4"=V-0" A•A ,� ' d JOB#: »0223'39 0 January 31,2018 FOF N E'�N SHEET NUMBER: —7 REVISIONS: I Ii ZZY rl I I 1 1 I I , rl 1 1 I 1 If 11 I I I I} II I"I I I I I II 1 I I I I 11 I I 1 it 1 I I 1 11 11 II 1 1 I I 11 I 1 1 1 O I 1 1 I I 1 I I I rr�y' I I i I I I , I 1 I 1 I I I 1 1 I I, I I rTl 1 , I / I Q i 11 w ___________________________________________________, r______________________________________________-______, _____________________________________________________ ____, I r______ _ _ ________________________________- I I r-___________� r-----_--------------_-_ __ �_____________� 1 I r __________________________-____-_____-_________________- I I I I 1 I I I I I 1 1 I I 1 I 1 1 1 1 1 i i i i NEW DORMER i i ' f 1 I II ' I 1 1 I I Z ' `----- ------' I �2 I I H I j F- r------ ------ 1 1 1/4� I / I I w 12 I I X I I ' I i c Z ' �-' 12 1 1 W I I w. 1 1 , 1 1 1 �/ I I g 1/�3 i I Qv I i 1 =///j i w 1/4 I I d I ..3 , ; � fl 1 I 1 I W I , w � I W i I 6'-O ; I ; ; V/ I , LL 1 1 1 L tY / I I l i 1 1 / I 1 d I I 1 I uj 1 I1 1 I r------------, --�-- -- r'- -;� , 1 REMOVE EXISTING DORMER REMOVE EXISTING DORMER Ir -- -- -- - , 1 ' 1 RE-FRAME AND ENLARGE. i i / i ' AX281-2 / RE-FRAME AND ENLARGE. ; I 1 I wl ------------- -- i I NEW(2)1-3/4X16 ML w/V STEEL BEAM-REPLACE EXISTING RIDGE `� N �' 1 1 NEW(2)1-3/4X16 ML w/V STEEL BEAM-REPLACE EXISTING RIDGE I Q Q / NEW(2)1-3/4X16 ML w/1" STEEL BEAM UNDER EXISTING RIDGE -/ - -- -- -- -- -- -- -- -- -- -- -- -- -- -- --'�--�' I�- - -- -- -- -- -- -- -- - �� '-- -- - -- -- -- -- - -� ✓ - - -�- -- -- ------� - -- // 1 x Z Z / /1' AX 1-2 I 1 NEW / / / / rl 1 / I --�c CUPOLA /1 1 /� uj Lu 'A I 11 1-4 1/I 1 �-/ � EXISTING DORMER F- � Sj / S _ _ _ _ EXISTING DORMER w / p w 1 r_-G -/__r�,I OC / I 1� 1 �/ I I '^ 1 1 I / O I F.. I I, �+ i^ I 1,'f CD I ' 1. INSTALL 2X6 DF#2 COLLAR TIES AT 16"O.C.UNDER NEW RIDGE BEAM 1 / i o M r'1i 2. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. /it 3. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, /; ; ; p v FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. i / / 1 go i u PER CODE. /i i / i i/ r0 M 4. PROVIDE PRICE OPTION TO EXTEND EXISTING OVERHANGS(3"+/-)TO 16"AT ALL I / i i/ 5 HIPS AND GABLES. U 4 v 5. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. 6. REMOVE EXISTING ROOFING THROUGHOUT.REPAIR SHEATHING/STRUCTURE /i i / i i/ 0 W AS REQUIRED. .�EF2E 7. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND DIRECTLY TO THE DECK ALONG EAVES. S. ICE&WATER BARRIER TO BE USED AS UNDERLAYMENT,VALUES,RIDGES,INTERSECTIONS /I i / / i PROPOSED ROOF PLAN 10"!A , WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. 9. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING /; I SCALE: 1/4" = 1 N i q IN BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. , /, 1 A — Q UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE __ �� WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS / % / / / / f- f 22339 O 0 COMPLETE. / / / OF N ESN (T'� Cn 10. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. / STORM WATER MANAGEMENT DETAILS [� USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT N , / / / N CUTTING INTO SHINGLE SURFACE. ^,.I,C. IL VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 TOTAL ROOF AREA:3448 SQ.FT. I V J AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA AT 100%WATER RUNOFF:576 CU.FT. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. PROVIDE(3)B'DIA.X 5'DEEP DRYWELLS CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO CONCEAL VENT. DRYWELLS CAPACITY:633 CU.FT. 12. GUTTERS.DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. ►Yi SINGLE BEAD HALF ROUND GUTTER STANDARD 5" NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. DRAWN: MH/MS 1).GUTTER TO BE PITCHED TOWARDS LEADEER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. SCALE: 1/4"=V-011 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. JOB#: B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. January 31,2018 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL SHEET NUMBER: CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE D B).TOUCH-UP,REPAIR OR REPLACE DAMAGED(PRODUCTS BEFORE SUBSTANTIAL COMPLETION. A-8 � OQ O O 0 0 O REVISIONS: 12 NEW (2)1-3/4X16 ML NEW w/1"STEEL(REPLACE CUPOLA EX.RIDGE) 12 1/4 L,---' SISTER 2X10 NEW DORMERTO EX.RRs (REPLACE EXISTING) 2X10 DF#2 RR @16"OC ATTACH 2X LEDGER AT EXISTING DORMER. ATTACH ALL RRs TO SISTER 2X10 LEDGER WITH SLOPE TO EX.RRs i HANGERS(TYPICAL) i MAST 'E ROOM WAL Z CLOSET Z LEDGER BD. w/HANGER EX'RR EXISTING I I I I u R _ a Q -------------------------------------------- ---- ------------------------------------ EX.FLOOR EIvI - W Q ETU � Q EXISTING H a OFFICE BEDROOM w Or 1 F"' U W � - _--- —.-- EXISTING O E EXISTING EXISTING `►; EXISTING BASEMENT e; "° o, :,b • e: EXISTING e; 451 7 a a. a e. • ♦. ♦ ♦. a e. ♦ e. a •. ° Ir T1 ,1 V L` Q CROSS SECTION PRESCRIPTIVE DESIGN PER R402, 2015 IECC: SCALE: 1/4" = V 0 FLOOR SPACE R30 CEILING 49 W R-VALUE R-VALUE: Z *EXCEPTION FLOORS: FENESTRATION Q IF FRAMING MEMBER IS 1119 U-FACTOR: 0.30 J TOO SMALL GLAZED o Q SLAB (HEATED)(2'PERIMIETER): R10 FENESTRATION NR O N SHCR: FRAMED WALL SKYLIGHT R-VALUE: R20 U-FACTOR: 0.55 BASEMENT WALL (CONDITIONED SPACE) 15/19 R-VALUE: 0 N v { 2" 2., m m 41 0 2„ / / 2" o • • • • • m x � � 0 � � � , 4 FASTENER TYPE: SPACING: 42 No.8 WOOD-SCREW 1 1\ ' Fri BASED ANCHOR WITH 16"OC 'I ( \ I ' ' l \ ' l ' Lt7 U m tin.EMBEDMENT LENGTH • I 1 I I I I j ` • I •• ( • v 1 I N `0) No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH I 11 \I I ( I I \� ' I \I I • I I I I ' Z G,7� BASED ANCHOICRIW R WITH 16"OC I I I ( I I 11 I I 2In.EMBEDMENT LENGTH _ I _ I I — I , — I • I I • \ •• I I • I • • f I • ' I I • I I I ( 3/4"APA PLYWOOD SHEATHING 2"APA RATED SHEATHING 1 I l1 GRADE PLYWOOD • I �\ • ' I•• I, �1 • I t �\ / • 3 (ALTERNATNNE.7/16"O.S.B.) I / I I / I I I I / W I I ' 1/2"APA RATED SHEATHING 1 ( ' I GRADE PLYWOOD ' ' I ' I O I I I I I I / 11/4 11/4 V t ) GRADE 7116"O.S.B.) j ( 1 1/2 1 1/4 1 1/4 1 / I I I I / I I I I . I �w.C. o a o I I I I I ( I JI I U) FASTENER TYPE: SPACING: / ' ( 8 H SH R 2X4 DF#2 Q+ No.B WOOD-SCREW / STUDS ' ( ' ' '/ 13- BASED ANCHOR WITH 10"OC 2In.EMBEDMENT LENGTH ( ( •/ • •• •' ' • 1 1/4 1 1/4 WINDOW SILL 3 TYPICAL WINDOW OPENING No.10 WOOD-SCREWS I \I I y c.0•I 2 (~ BASED ANCHOR WITH 12"OC 11 I I I I PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH I I I I I I I f I 3 Q THAN 4 FEET 1/4in.dia.LAGSCREW • i 1 4 I i I ( ! j I i I j 1 BASED ANCHOR WITH 16"oc tin.EMBEDMENT ENGTH L _ I _ • • • SLOPE 1/4"PER FOOT PITCH TO DRAIN TYPICAL DOOR OPENING FASTENER TYPE: SPACING: 4 PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES TO APROVED (ul) 2-2X4 DF#Z STUDS CONNECTED No.8 WOOD-SCREW 4"C.I. SEPTIC SYSTEM AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC 1TRAP HOUSE W THAN 6 FEET OR GALVINANDINEUTS @ 2S0"O CASHERS tin.EMBEDMENT LENGTH PLUMBING SCHEMATIC No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR 91 O tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/4In.dia.LAGSCREW AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC N.T.S. THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Rc AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) -\C:) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" S i AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO —A COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL * «Qw3 e N DRAWN: MH/MS CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER, * SCALE: 1/4"=1'-0" HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Nj° , JOB#: 22339 �� January 31,2018 N E�I`I SHEET NUMBER: Or -9 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° RAFTER WALL STUD ENDWALL CRIPPLE STUD o BOTTOM PLATE o RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEW'ALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 9 / HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC WALL STUD / hr•� C/] THROUGH-ROOF EXHAUST VENTS SELECTED TED AND W � LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Q RIM BOARD CHIMNEY RAFTER AS REQUIRED O SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN U VENTILATION WOOD JOIST 'Q � SIDEWALL FLASHING FOUNDATION TOP PLATE FINISH WALL AND MOISTURE 2 O LEDGER BLOCKING z BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Z STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O U AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER H THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �' ONTIN. SCREENED VENT F--i SHALL BE COVERED WITH CORROSION- 4" - 8"' LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD Q ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ^ FLASHING TO FORM CHANNEL F--� INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18gc. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND `. INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 21-1/8" x 20gc. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT ` OF FLASHING 2ND. FLOOR WALL ' , ROOFING LAPS BASE ' FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING � SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT O x WOOD JOIST � ^ Q TOP PLATE a GIRDER/HEADER � ��-• � SIDE WALL FLASHING RIN p [-+ 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD O N FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS 1 AS TO FORM DRAINAGE CHANNELS AND r-1 INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O I o TERMITE SHIELD f-- SUBFLOOR N v SILL GASKET WOOD JOISTS m o Z M v u CONC. SLAB NEOPRENE - p m GASKET % 2x6 /2x8 CONTINUOUS WOOD PLATTE Cn m o TYP. CONC. FOUNDATION ( A 6 MIL. POLY V ' r, DAMPPROOF EXTERIOR , ' BOLTED TO STEEL BEAM WITH Q 0 u 6MIL POLY ON EXTERIOR GRANULAR FILL ° . X O tt �•,� � `� 4 1/2 " DIA. BOLTS @ 48" o.c. STAG. �=' � �, @) � ° V STEEL COLUMN o ` ' '� u ^ , cu Lr) ROOF JACK \� ` • , �� �� STEEL BEAM `4 CONC. SLAB 'O ° ` u d° ° A o " ANCHOR BOLT EMBEDMENT: � ' �. .- 4 m Q, COMPACT FILL POURED CONCRETE: 7" `� 4" x 1/4" x 8" STEEL `� +u• m .� ` TOP AND BOTTOM PLATE m ° Q � ^ BLOCK WALL: 15" ROOFING LAPS � I � U �� , V ° 4 ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �r `e) — KEYWAY FOOTING ° /` •^ �. � CONC. FTG. Q'p G SIDES AND TOP ` O0 v r° ,4 • I : O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS `�` 1/2" GROUT N o W o + ° A (USP LBPS58 OR BP583) 0 p � REINFORCING BAR � FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL ENE4 W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL u O ,--- SUB FLOOR Q' CONC. SLAB I DOOR FRAME COMPACT FILL ---IO-- / OM GARAGE JOIST DOOR USE 2X8 STEEL BEAM FOR B LOC KOUT 4" SLAB P.T. PLATE W/ 6X6 WMM M I SLOPE ' 1/2" AIR PACE ,�` I ° ° 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 2" o a e (WITH A NAILING PLATE IF NEEDED) " x AT END AND �` �� •,�7 1 ° n TO BE APROX. 1/2" OR HIGHER THAN ES OF WOOD D�L1 D p. D ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE ° '=--�'-=--«'----' ° ° ° �•�; BEAMS - ° O ° • o '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �+ 4 4 4 a /�,G• A" 6X6 W.W.M. .Q - - e - - -••a =LL- I II MIN. ,a,D r ° D 'A 4�'0 4�'/, 4 n'� ° ° ��NOTCH BEAM FOR MUiDSILL IF REQUIRED -- MAXIMUM � � , ,� ° ° �p I �—SUB FLOOR •� 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM — �-- �: . D ► REINFORCING BAR c ° / 1 ° D O°.°'° �D ° �— IST DRAIN TILE I - - 4 12" ° o° SHEET METAL / 30# IFELT UNDER BEAM AT POINT ° . L�'A O. O° ° - STEEL BEAM OF CONTACT WITH CONCRETE OR CONC. BLOCK Tf_iT(�Tt�il=i i _ .�EREDq,4 o•° 3" PLATE (BOLTED TO B E,AM) NI TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A �° SHIMS TO LEVEL BEAIM � N .SCyy�j, REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. Q`� �� DRAWN; MH MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT •+� �� "{ SCALE: 1/4"=1'-0" BEAM POCKET N \ II * January � �- 0223 Q� SHEET NUMBER: r A- 10 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: (miENERAL 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 81 BUILDING HEIGHT (SEE PLANS} WALL: 3-8d COMMON EACH TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good 'building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-Bd COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 C/) 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 O First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 [� responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2. 16d COMMO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE a Z INTERSECTIONS 4- 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 0 P pp e I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q or exceeds manufacture's specifications and applicable codes. Type p U P g FIRE PROTECTION Sym.: � attached with 8d common nails at 6 o.c. at the panel edges and 12 o.c. in the field, and SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.FACE P4C 16" O. . 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7" o.c. at panel HEADER TO 16d COMMON SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. P, such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Cn in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Z U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: O FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2'. 16d COMMON length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA [� I� 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD determiner intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIOR SHEARWALL : FLOOR FRAMING: Q LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAZI NOTES QTY. SPACING MODERATE SLIGHT TO - 3). Provide 1/2" expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: 4_ gd COMMON PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unles:s otherwise noted, all slabs on rade to be 2500 s.L. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O.C. d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOE ,� SEE NOTES: 1 ( BOTH FIELDS) Q 04 to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD O 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL �. along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" 0.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL F-N 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 . 8d COMMON PER TOE NOTES x 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL Q N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. J Z All fasteners h Q� H the below grade portion of exterior walls prior to backfilling. angers and anchors to be galvanized or stainless steel. TO JOIST 3 -16d COMMON NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2 . Girders for deck p BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. N 8). Drainage as required by current N.Y.S. Residential Construction Code. ) joists to be bolted to each post with washers and nuts. 2 -16d COMMO Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� �� g F SHEATHING:EATH I N G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5 . A minimum of 10 inch flashin shall be installed between the buildin and led ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES o otherwise. ) g g g JOINT DESCRIPTION N v E Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m o where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD C� •� i GYPSUM 7 O.C. EDGE X U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS `r' Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 Z 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: O � t 4 `g openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES M c E openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL o v oo t to girder(s). JOINT DESCRIPTIONTHESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 93 � and blocking where applicable. QTY' " 4, 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC ) g q u7 U PLUMBING NOTES be used. mr. anchors where applicable to all connecting joists. 7/16 OSB 3 O.C. EDGE N v 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. WALLBOARD Sd COOLERS 10" O.0 . FIELD on plans. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g� g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL w provide adequate bracing and plates to protect and secure the structure. Vers with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. F" 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 1 where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. v (� HVAC SYSTEM NOTES Sd COMMON 1" OR LESS 12" O.C. FIELD � O 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists V) under all bearing walls. NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO B E REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction in the following locations. IN needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 equipment supplier. feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing g g CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing U �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, EIIIIIIIIIIIII Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher p 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces d' over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates shall be used to maintain load path. ASTM D 698 AND ASTM D 1557 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2).When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. -��REDq 3). All electrical work to comply with 2014 NEC. GAS niC, 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or ViN Sc approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 and R315 of IRC. ! v n DRAWN: MH/MS torch down type material over. * .-� SCALE: 1/4"=V-0"16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to N � JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 7 0 22 39 ��- January 31,2018 339 O SHEET NUMBER: OFNEW_( A- 1 1