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�0 $�&FG1/rCdG Town of Southold 1/10/2017 y P.O.Box 1179 0 o ; 53095 Main Rd g�j®1ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38773 Date: 1/10/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1095 Oak Ave, Southold SCTM#: 473889 Sec/Block/Lot: 77.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/12/2013 pursuant to which Building Permit No. 38565 dated 12/12/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"interior alterations to an existing seasonal one family dwelling as applied for. The certificate is issued to Ortner,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38567 8/4/2014 PLUMBERS CERTIFICATION DATED omoed Signature `rteTown of Southold Annex 8/6/2014 FFot��oGy P.O.Box 1179 co 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37076 Date: 8/6/2014 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1095 Oak Ave, Southold, SCTM#: 473889 Sec/Block/Lot: 77.4-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/23/2013 pursuant to which Building Permit No. 38567 dated 12/12/2013 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: UNHEATED,NON-HABITABLE ACCESSORY GARAGE WITH UNFINISHED STORAGE ABOVE AS APPLIED FOR The certificate is issued to Ortner,Peter (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38567 08-04-2014 PLUMBERS CERTIFICATION DATED z7 I A o ' d Signature t o�S �K�oTOWN OF SOUTHOLD BUILDING DEPARTMENT cn cn TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38565 Date: 12/12/2013 Permission is hereby granted to: Ortner, Peter 8765 SW 120th St Miami, FL 33176 To: "as built" interior alterations to a seasonal dwelling as applied for At premises located at: 1095 Oak Ave SCTM # 473889 Sec/Block/Lot# 77.-1-10 Pursuant to application dated 12/12/2013 and approved by the Building Inspector. To expire on 6/13/2015. - Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $400.00 CO -ALTERATION TO DWELLING $50.00 Total: $450.00 `tea Building Inspector p�SUF of ���o 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#: 38567 Date: 12/12/2013 Permission is hereby granted to: - Ortner, Peter 8765 SW 120th St Miami, FL 33176 To: construct an unheated Accessory Garage with strorage as applied for At premises located at: 1095 Oak Ave, Southold SCTM # 473889 Sec/Block/Lot# 77.-1-10 Pursuant to application dated 8/23/2013 and approved by the Building Inspector. To expire on 6/13/2015. Fees: ACCESSORY $600.00 CO -ACCESSORY BUILDING $50.00 Total: $650.00 r Building Inspector Form No-6 e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A.• For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. . 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance-from architect or engineer responsible for the building. .6. Submit Planning.Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1_ Accurate survey of property showing,all property lines,streets,building and unusual natural or topographic features_ 2. A properly eQmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant_ C. Fees 1. Certificaie of Occupancy- New dwelli 50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, ccesso buildin�150.00 Additions to accessory building$50.00, Businesses $50.00_ 2. Certificate of Occupancy on Pre-existing - $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5_ Temporary Certificate of Occupancy - Residential $15.00,Commercial $15.00 Date. 1 ,3 New Construction: _Old or Pre-existing Building: (check one) Location of Property_ J 6 S Om k Benj - so 14VI t9* House No. J Street j Hamlet Owner or Owners of Property: �Pi (� r+ tj-q.r Suffolk County Tax Map No 1000, Section Block () Lot Subdivision C314ax 4-e S Filed Map. Lot: -0 Permit No. Date of Permit. Applicant: ��V� r +n F r Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted, $ ®®/► /A/li nAtS i g_n a t u I- a f Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Apj roval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of'electrical installation from Board of Fire Underwriters. 4_ Sworn statement from plumber certifying that the,solder used in system contains less than 2110 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from-architect or engineer responsible for the building. 6. Submit'Planning Board Approval-of completed site plan requirements. B. For existing buildings(prior`io April 9, 1957)'non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic t features. 2. A properly,completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is • denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 142. 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 1 Ac,q ate. 1 ZI-1�l 3 New Construction: Old or Pre-existing Building: (check one) Location of Property: -® 'k . House No. Street Hamlet Owner or Owners of Property: V Q Suffolk County Tax Map No I000,'Section Block CJ Lotl6 "Subdivision Subdivision filed Map. V 7 6 Lot: "Z1,l —2,- Permit No. tj � Date of Permit. Applicant:_ w���, Health Dept.Approvhl: Underwriters Approval: Planning Board-Approval: Request for: Temporary Certificate- Final Certificate: (check one) Fee Submitted: - 1 Applicant Signature OF 50(/Tg,®� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Alic Fax(631)765-9502 P.O.Box 1179 G a roper.richert(a�town.southold.ny.us Southold,NY 11971-0959 '� • olycouff I,� BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Ortner Address: 1095 Oak Ave City: Southold St: NY Zip: 11971 Budding Permit#: 38567 Section- ]] Block: 1 Lot 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ice Electric Inc License No: 4586-me SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceding Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: Inspector Signature: Date: Aug 4 2014 81-Cert Electrical Compliance Form.xls OF SOUly�! • ao CpUMV,0ct1� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - IN-SPECTION . [ ] FOUNDATION AST [ ] ROUGH PLUMBING [ ] F NDATION 2ND. [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C ING A REMARKS: c, DATE — INSPECTOR—./ OF SOUjyo! UOUNiY, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ojeFOUNDATION 1 ST [ ] -ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] -CAULKING REMARKS: DATE f INSPECTOR rsf s 0 TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION I FOUNDATION 1ST ROUGH PLUMBING ] FOUNDATION 2ND PIMU"LikTION ] FRAMING / STRAPPING 6,�FINAL - FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: A�C, Z DATE - INSPECTOR Y OF SOUTyolo - o�ycOUt,N TOWN, OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION -- ] FOUNDATION 1 ST [ ] ROU H PLUMBING [ ] FOUNDATION .2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION- [ ] CAULKING REMARKS: DATE 7/�- INSPECTOR rjv so _ Q 4 c courm,� TOWN -OF- SOUTHOLD BUILDING' DEPT. 765-1802 INSPECTION [ ] FOUNDATION-1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 DATE INSPECTOR 1 # # 3 comm, TOWN OF SOUTHOLD BUILDING DEPT: 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUG UMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL Aul G�/��� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 6c,- vtt 5�.DATE INSPECTOR 5C_deffi, WW, JECB V PROFESSIONAL ENGINEER 1725 HOBART ROAD/PO Box 616 SOUTHOLD, NEW YORK 11971 TEL:631.765.2954 • FAX:631.614.3516 • e-mail:joseph@flschetti.com Date: 3 December 2013 Reference: 1095 Oak Avenue Southold Town Building Department Mail Road Southold, NY 11971 [' recently inspected the premises at the above referenced address. To the best of my knowledge the violation items contained in the February 11, 1977 Housing Code inspection report have been completed: 1. The stove has been removed from the Living Room 2. There is a shower installed in the Toilet Room and the gas fired hot water heater was relocated to the kitchen area with a shut off valve to the gas supply 3. A light switch was relocated adjacent to the rear door 4. A shut off valve was installed to the gas supply to stove in the kitchen The home has no central heating and should be described as a Seasonal Dwelling. &NES (nHEsc DEC 1 2 2013NO DEPT ESg1� TOVdi',' . ' ;OUTHOLD ; 1095 Oak Avenue Certification docx BOARD CERTIFIED IN STRUCTURAL ENGINEERING !3 11 .mow PLUMBING IN$UL,ATION STATE ENERGY • f '� ►jam �,/S► . � �. f_ Wv = � I/11, !I/ �!lI.r. , ADDITI6fiAL CONZENTS WAW 701/mrAM USE t • 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 SoutholdTown.NorthFork.net PERMIT NO. `? i Check Septic Form N.Y.S.D E.C. Trustees C.O. Application ( Flood Permit Examined P L,I r� 20 1 Single&Separate Storm-Water Assessment Form Contact: Approved L ,20 oa Mail to: Disapproved a/c Phone: �j Expiration Building Inspector -- E �n E PPLICATION FOR BUILDING PERMIT V Date � � , 20 �� q EC 12 2013 � INSTRUCTIONS a. his application MUST be co»pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets f I � �p— p an to scale. Fee according to schedule. b. Plot plan,shaiii mocation o lot and of buildings on premises, relationship to adjoining premises or public streets or areas, an 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 corporatlon) Mailing dress1of applicant) � 'd State whether applicant is owner, lessee, agent, architect, engineer, general contractor, e ectrician, p umber of builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a cgrporation,,fslnature of duly authorized officer i (Name and,-tilt'l&,oP661Vdfdte officer) r 4 ,, kt{d.y f7 Builders Plumbers License No. - Electricians License No. j ? —M E, Other Trade's License No. 1. Local onsof land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block Lot l l� Subdivision Filed Map No. WLot 2. State existing use and occupancy of p mises and inten ed use d occt ancy o proposed onstruction: a. Existing use and occupancy T ��- b. Intended use and occupancy /_-_1 Q,1.� r► �(f 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 2 CAe 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. AJ 7. Dimensions of existinAtr-"uctuIres, NyV rf o S Rear 4-5 Depth q, Height Number of Stories I /?- Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear 2-- Depth 177 Height EGD Number of Stories I-- 9. Size of lot: Front �C� Rear 1 �l 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 NOV/ 13. Will lot be re-graded? YES No Will excess fill be removed from premises? YES t/ NO 14. Names of Owner of premises C)A�VAddress Phone No365 Name of Architect C;l- Address -Py 2-0 Phone No63I--;:-7 7¢-7.6 l3 Name of Contractor Address X756 E .Uk--- Phone No.'55 3— 2.(6 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_j/ * 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 NOL/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, COIrVNIE D.BUNCH Notary Public,Mate of New York (S)He is the _ N_o.01BU6185050 (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14,2.QJ(q 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. Swor o before me tl 's l day of 20 Notary Public Signature of Applicant ZOWN OF $(QUTHOLD , 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) 765-1502 - Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. z�,�/n�, Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20 ��j singl'e&"Separate �J Storm-Water Assessment Form Contact: Approved ° 'ao` 13 AUG 2 2 '2013 Mail to: f r+nA-r Disapproved a/c 1095- 0 4 L .�)A,44 n5) BLDG DEPT. TOWN OF SOUTHOLD Phone. fib' ' 7 Expiration Building Inspector 6,3 APPLICATION FOR BUILDING PERMIT Date_ , 20 )� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ' f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize,_ in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. OR (Signature of applicant or name, if a corporation) 9 ° ` l 3 t ° a �i`..r�z'`t� t ��7-J a fk LAO ve ressp of j1pla f 1f4 a ir °'' 4 = ms"a.� h State whether applicant is owner, lessI� 6'e, agen� t arthit6cet','engineer, general contractor, ejectrician, plumber or builder FPS DATE` B P # _ Name_ of owner of premises ?f U I r (As on the tax roll or lat NO BUILDING DEPARTMENT t{ If applicant is a corporation, signature of duly authorized officer 765-1802 8 ANI TO 4 PM FOR TI-iL FOLLOWING INSPECTIONS` (Name and title of corporate officer) 1. FOUNDATION-TWO REQUIRED Builders License No. FOR POURED CONCRETE Plumbers License No. 2. ROUGH-FRAMING F!_UMBING, Electricians License No. ��u STRAPPING, ELECTRICAL&CAULKING 3. INSULATION Other Trade's License No. 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C 0. 1. Locatioilof la d n which proposed work will be done: ALL CONSTRUCTION SHALL MEET THE ��. C V C)J� REOUIR P� THE CODES OF NEW �� House Number Street OR CONSTRUCTION ERRORS County Tax Map No. 1000 Section l -?�- Block EL E 0TRir IfRt 4m'CTO',s F-VI�r1;,sl Subdivision 6' aceTzdzi t—e S Filed Map No. Lot__ w OC 2. State existing use and occupancy of premises and intended use and occupancy of proposed construc ibn: i� a. Existing use and occupancy mmle7 rt$�4/1 b. Intended use and occupancy L., fAn 0 ° 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 0 Number of dwelling units on each floor If garage, number of cars 10 y,j._ r �,, 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 7 S� Depth Height a 0 Number of Stories �. Dimensions of same structure with alterations or additions: Front Rear hHeight Number of qtories rasions of entire new construction: Front 25- Rear �- Depth S eight Number of Stories 9. Size of lot: Front )a Rear 1 ,20 Depth 1 f 10. Date of Purchase_ 9 - 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 _V / d� 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO V 9 s= 14. Names of Owner of premis s Address WE mac. ,�d04 Phone No. � 1 Name of Architect 17:w i. e Address 90-4 Phone No Name of Contractor r; 60 n 10146156fiJ Address IZs-a&,.QA6AwAA DQ Phone N`0- 7i.34- 94 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetl and? *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? k YES _NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? YES NO �( IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF y ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named CONNiE D. BUNCH 6e„a,:.„y Public,State of Now York (S)He is the It. No.011hU6185050 (Contractor, Agent, Corporate Officer, etc.) Qualified ti°ed in Suffolk Counttj Commission&,plms April 14,�� of said owner or owners, and is duly authorized to perform or have performed the said wort: and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith Sworn to before me this _a��4 day of 20j— Notary 0 —Notary Public SiunatL re of Applican Scott A. Russell �gUFFq�jd James A. Richter, R.A. SUPERVISOR N Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 a Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �'� > JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) TO- ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOYING DOCUMENTS or INFORMATION. FROM BUILDING DEPARTMENT ❑ Copy of completed Application for DATE: to �Z'/ Building Permit ! � —:5 ❑ Stormwater Management Control Plan APPLICANT: e,+eR, OR �1�iVP ❑ Completed Chapter 236 Stormwater S.C.T.M. #: J Mo-77_ I — ID— Review Checklist PROPERTY ADDRESS: 04 t�, H V iwe, o Sa A mo N.Y. 1 � BRIEF PROJECT DESCRIPTION: �) ZX ZS GQ &7 W/ My er a " CAS' T, vAm SAA41 6 R A-rr- e "Age , 2A 6 ad **** OR EWNG DEPARTMENT USE ONLY **** Reviewed By. Date: A roved: ❑ , ddit al Information Required. DATE: ? f rCHAPTER 236 APPLICANT: �-N ��' .. ter star Review Checklist ''« •,x~ PHYSICAL ADDRESS: _ Aoextic 5Ao"o Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property boundaries b.total-site-acreage c. existing and natural and man-made features on and within 500 feet of the site boundary as required in§236-17(C)(2). P/ d.test hole data indicating soil characteristics and the depth to water e.proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contours of the site(minimum 2' interval) g. location of all existing and proposed structures,roads, driveways, sidewalks, drainage improvements and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring X j. location of proposed soil stockpile area(s) k. location of the proposed construction entrance/staging areas , 1. location of the proposed concrete washout area in. location of all proposed erosion and sediment control measures 'Feb V tD ROS. l t tht-5 kV-PAW 2. Plan includes calculations showing that the stormwater improvements are sized to capture,store and infiltrate on-site the runoff from all impervious surfaces generated by a fwo-inch rainfall 3. Detail drawings(required for plan approval)provided for: a. erosion and sediment controls b. construction entrance c. inlet structures (e.g. catch basins,trench drains, etc.) d. leaching structures(e.g. infiltration basins, swales, etc.) REVISED 7/24/2013 4��oF so�ryol � o Town Hall Annex ( Telephone(631)765-1802 54375 Main Road cn pax(631)765-9957 P.O.'Box 1179 G Q roger.richert townsoutho a ny us Southold,NY 11971-0959 Q �O Own BUILDING DEPARTMENT t TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: Name: �.-7 1-e:*4 License No.: Address: Phone No.: C�r_ � Z JOBSITE INFORMATION: (*Indicates required information) i *Name: *Address: X: > 5 LD a'14 c� : a _ *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: �iDNO. !o-ugh In Final *Do you need a Temp Certificate: YE NO Temp Information(if needed) *Service Size: 1 Phi 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form �`� EA i\) 1` c.l%"�Ovj In Town Hall Annex Ji[ i Telephone(631)765-1802 54375 Main Road N {6 31)765- 5Q2 P.O.Box 1179 G Q ra4er.nchertownsoutfiold nv us Southold,NX 11971-0959 i. 1yQU I ' P BUILDING DEPARTMENT ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION ' REQUESTED BY: Date: Company Name: Name: License No.: �j`�� �f I Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) i *Name: *Address: /b�Sli�I ✓ �� �,u �i v C�^ *Cross Street: *Phone No.: _ Permit No.: Tax-Map District: 1000 Section:__-7 Block: Lot: *BRILF DESCRIPTION OF WORK(Please Print C'6-241,1 �- At— (Please Circle All That Apply} *Is job ready for inspection: 9E�DNO. ough In Final ' *bo-you need a Temp Certificate: YE NO Temp Information (if needed) *Service Size: j fhase 3Phase 100 150 200 300 350 • 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form i2ee, / Y110 " C TOWN OF SOUTHOLD PROPERTY RECORD CARD ? 7- R STREET VILLAGE DISTRICT SUB. LOT J. 2j —2 no FORMER OWNERZYf I/I+CI OK{rte N E ACREAGE f j - netper as = W TYPE OF BUILDING ES. SEAS VL. FARM I COMM. IND � CB. � MISC. � Est. Mkt. Value LAND IhtP. TOTAL DATE REMARKS /�o � �S� 7 �.a,fe ?�,oaa— P- /z � S � crT9t��'-7s-/'• a,�T z ¢ w F gv � 3 � a iY Z ! - �} Lt123Z .5 - fir r -� u 19040 A—I c c �5� v . ` JIB v 8 — x. 11 I "T� - �-nw r -fru s rer �l 3 AGE BUILDING CONDITION jL1Z�� Q� r NEW NORMAL BELOW A80V � NAE 4 WA Farm Acre Value Per Acre Value FRONTAGE 4 ROAD D ?.� a _ 8 v a Tillable Z BULKHEAD Cillable 2 DOCK ' Fillable 3 Woadland Swampland Brushland House Plot Total PH i l � � aw if I - 1 Foundation Bath P �R s A Bldg. S 3 c - l Z 3 S' i 1 I ' Floors i411s Extension l I Ext. Walls j I: terior Finish Ily i EX1�nSlOn 9D�S 1 �' i Extension 1 1 j Fire Place j '_s ; Heat i a i I i i Porch IRoof Type j i Porch =Rooms I st F[oor I t I t Breezeway j Patio i Rooms 2nd Floor j i Garage I Driveway Dormer i o. B. j pF SOUr�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 '1 C®UNV August 6, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Ed Nicholson 1250 Evergreen Dr Cutchogue NY 11935 Re: Ortner, 1095 Oak Ave, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: B/Application for Certificate of Occupancy. (Enclosed) v- Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 411184) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38567 — "As Built" Interior Alteration N ss 0 ?o,�\ 4� SURVEY OF PROPERTY ro,,9 A T SOUTHOLD �� ,�ti�• \ '1 °J TOWN OF SOUTHOLD o \ ` \ SUFFOLK COUNTY �, , N Y. 1000-77-01-10 `P��� SCALE: 1'=20' JULY 9, 2013 &QP \ \ / °� •� JULY 30, 2013 (PROP. GAR.1 ni- 40 v \ O \ \ V_ Vtv ��� \ of � •�. �� Iva AN mc ti A� ����`�•Q 8`` o'� �3a OF NEW Aa tea` C,'r AREA=15,350 SQ. FT. ' _ •��- �� �.�� § . LOT NUMBERS REFER TO MAP OF GOOSE BAY ESTAT IV FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON i �Ilo 49�g8 'NOVEMBER 13,. 1934 AS FILE NO. 1176. tAND ANY AL TERA TION OR ADDI77ON TO THIS SURVEY /S A VIOLA 77ON 5 P` J��� .5. LIC. NO. 49618 OF SEC71ON 72090F THE NEW YORK STATE EDUCATION LAW. SIF 5 ;: �o� P CONIC EYORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER71FICATIONS �I �.\ (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR 77-IIS MAP AND COPIES 77-IEREOF ONLY IF �,� `�' .) P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P�P� \� 20 ��� WHOSE SIGNATURE APPEARS HEREON. � � 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 13-208 i I RAIN RUNOFF CONTAINMENT GARAGE 4 DRIVEWAY ` GARAGE - 841 sq.fl. �fG� N 84 1 x I °3 9-vF 3 `u fl' ss?o,, ��'�,� SURVEY OF PROPERTY t PROVIDE I DW- 8'4 x 4 DEPTH DRIVEWAY (PERVIOUsJ O ��' 9 A T SO UTHOLD 1175 sq.fr• 4� o \ \ TOWN OF SO UTHOLD 1175 x 0.6 x 0.17 = 1.20 cu.fl. �1• �c �Oqo 120/42.2 - 2.8 VF \R��, �s ���� J SUFFOLK COUNTY, N. Y. 2' UtA. CASTT. ,� PROVIDE I DW 8 0 x 3 DEPTH 1000-77-01-10 C-PIRA-Vt CxN C Nei SCALE: 1 -20 ee JULY 9, 2013 OK W `P QP t• \ / Qtr, •G� JULY 30, 2013 (PROP. GAR.) SEPT. 10, 2013 (RUNOFF CONTAINMENT) o`` \. � OCT. 21, 2013 (CONTOURS 8 ELEVATIONS) vo �► .��.� _-.art c R u%14 FT-) o6 G �c ELL \0 R ` pt 4 s�o OF 2CA '004 \ �QG�J � �, 3l� p6't G-riIRVEL \ °` \ Acj ELEVATIONS AND CONTOUR LINES ��s ARE REFERENCED TO AN ASSUMED DATUM 'Q� F �� F�¢ �,� Q\ � �� yf�',vim,, ��f�� ��1 (/.A Oq �� G��. 6. 'i. = .mss t,E_ '�y . p. AREA=15,350 SO. FT. •��' � '� `�� '�� " �'j. +T'. '� s 7 IV LOT NUMBERS REFER TO MAP OF GOOSE BAY ESTATES FILED IN THE "SUFFOLK COUNTY CLERKS OFFICE ON �';p 'NOVEMBER 13,, 1934 AS FILE NO. 1176. YS. UC. NO. 49618 ANY AL-TERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION yc�P o�o� P CONIC kWEYORS, P.C. OF SEC71ON 72090F THE NEW YORK STATE EDUCA77ON LAW. 0I (�� /; (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS v\ �� O�"�• P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF ���. /��' 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. Q� 20 ,�' SOUTHOLD, N. Y. 11971 13-208 ` I , o 0 cj z - ER lu GARA 1, FOLIMDATION FOR p3uflll"�'' N'�V' 2, ROUGH-FRAINCZ,P, lu STRAPPINC,i, E1,ECiR ,;iL & C,,,,,,t� 1 INSULATION 4, FINAL-CONSTRUCTION &ELECOTKI',M11- M4 MUST BE COMPLETE FOR CD, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEV4 YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, 12 12 ciw k5 I 12 12 _QL— T IIII IIII l O H 21-011 ks) 7: . . ... ... ... ... `9 -—- —-—- luO tu -j I > ...... ......................... ........... < Lu FOUNDATION STEPPED UF > z PROFOSEL;) NORTH ELEVATION. D-1 nki) i SCALE: Y411 11-011 f=R0f=05ED SOUTH ELEVATION U) lu— OL SCALE: Y4" = 1'-0 E 0 0 Q BUILDING DEPARTMENT CRI tERI X, Nl- 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 B ILD S. f ca DRAWN: J RAYVICH USE DWELLING UNIT-SECTION 310-31W,,t;� L SCALE: 1/4"=V-0" -2 tis F� Vp 2 HEIGHT 0'-0" FIRE AREA(sf) 625 SQ F QJ013 #: 15-7 .2 -nON WOOD FRAME CONsTRbch-oN L- 3 TYPE OF CONSTRUCTION W 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN- 1995 HI(jPVINDWfiRWFJVMI DATE: 5-15-13 (D 5 FRAMING ELEMENTS SEE FLOOR PLANS AND (,;Fr.-nON, 6 DESIGN LOAD CALCULATIONS SEE SPEC SHEETS 0SHEET NUMBER. . 71WINDOW AND DOOR SCHEDULE SEE WINDOW/ DOOR SCHEDULE F= 0 8 LOAD PATH SEE SECTION 9 NAILING SCHEDULE SEE SPEC SHEETS cu LL 10 EGRESS N/A 11 PLUMBING RISER DIAGRAM N/A 121 FIRE PROTECTION N/A 13 TRUSS DESIGN DRAWINGS NIA 141 ENERGY CALCULATIONS WA 1 OF 8 cu LL 1 w Q N O } w 2q'-O" 13'-O" ® vi C-) rcW 4 C 4 O � I_ 11 —.—ry —.—.—.— .— v --------------------- 21-011 —.—.—.—. .—. .—.—.2'-011 Z Q � O O W4 SLW4 o SLOPING GRADE OPING GR,4DE i� _ l lu >�Jl - - _ RA z I GREE .-.-.......-•---• - - -• - -•-.-• -.- -•-•- •- - - -.-.-.-.-.-.-.-. -. } -1 FOUNDATION STEPPED UP -----STEPPED FOOTING FOUNDATION STEPPED UP V < z MAINTAIN 8 MIN. ABOVE SLOPING OK L GRADE (TYP) Q Q Q 0-1 FR0f=05El;) NEST ELEVATION LH PROPOSED FAST ELEVATION o 0 i�RO�'OSED I�EST ELEVAT 101 � SCALE: y4" = 1'-0" SOAL.E: y4" = I'-O" L O O E O U O U OF NEW DRAWN: J WI VIGN J. DFF,� CoQ S(ALE: 1/4"=1'-0° �°* JOB #: 157 N m W DATE: 5-15-13 a`) z > SHEET NUMBER: o U fu LL Q. L 2 OF 8 cu U LL UJ Q N 111 } W Q� P4 � � FOUNDATION STEPPED UP 4 p, 25' ?� 25'—O" —D" � DL Q 4'-O" ilo (� + + Q LANDING UP 10 R lilt p 0. = 1 MPSON HTT22 = Q IIII Q p SHEARWALL HOLDOWN STEPPED FOOTING Q - W o IIII ® � 1— MAINTAIN 8 MIN. .t 5/8 PLY 5HEARWALL � N ABOVE SLOPING _ m "" - TYP. 0 ALL GORNER5 RADE (TYi' r', o IIII ' < + — + < e Q TEPPED FOOTING MAINTAIN 5" MIN. 2'x2'xi'-O" PG PIER Q "" DIA. _ W ABOVE 5LOPINCG W/3 DIA. COLUMN IL ���� GRADE (TYP) IIII STL.GOLUMN p _ o _ q Z X N � SLAB CONSTRUCTION: m }— 3000 P51 REINFORCED 4" P.G. IIII v SLAB W/6"X6" 10/10 W.W.M. ON ;;;; = Q O a GRADE OVER 6—MILL. VAPORq VX T GJ ®I6" OG VAT GJ @16, OG O O w = BARRIER ON MIN. 4" PLL IIII cV COMPACTED GRAVEL FILL OR L CRUSHED STONE m WWA \ A A -� /s" PLY x 7— 5HEARWALL F- }z O (2) 13/4" X 14" LVL HDR (2) 13/4" X 14" LVL HDR v Z GARAGE DOOR OPENIN GARAGE DOOR OPENING _ ___________ ___________ W �[ — K PG APRONO v O cv Q O 2'-10" 2'—Q" 8'—O" 3'-2" 8'—O" 2'—I I" IL FROFOSED fOUNI1) i�fi�'O�OS�D �LOff'/��' M I � FLAN uATION PLAN O � & Z SCALE: y4" _ 1'_O 5CALE: y4" = 1'-0" OL Ul o O E NO O �/— O o 000 cc o re YpI. V ua "� DRAWN: J RABI VIGH ��P�O,DEF�Y� 56ALE: 1/4"=1'-O" * �� ��* JOB #: 157 0 N — x DATE: 5—I5-13 0 m _ w > 5HEET NUMBER: 72 �FFSS10 P o U fa DPTA I L A N.T.S. 3 OF 8 U LL 11.1 Q N O } 111 (2)13/4"X I I'/e" LVL HDR DN I i T� "' X 2"XS" GT 32" OG _� 2 1 m m Ln " " RR ® 16" OG 2 XIO RR � 16 OG � XIO � 1 DBL FJ M LINE OF DORMER — — — — W UNF I N I SHED UNHEATED 12 LIGHT 5TORAC-7E a } 12 3 - ��_3„ p 2"X10" RR 16" OG 2"XS" RR 16" OG cj = Q G It I I in X : I cv w 2"XS" GT @) 32" OG m 2"X10" RR I6" OG _ 2"XS" RR g 16" OG - I N L — LINE OF DORMER - - Q p LL 2"X5" GT (9 32" co 12 Fes- O a O 2"X10" RR 16" Ln OG w Otu �0 2 XI O RR ® 161OG I H x� - LLI < (2)13/4"X11-/8" LVL HDR f- } Z w z O 2)2"x4" POST OVER 121-611 O O WINDOW HDR 7`(P. ( p BOTH END GABLES p �- fi�ROi�05ED STORAGE FLOOR PLANFROPOSED ROOF PLAN o � SCALE: y4" = LH SCALE: y4" 1'_0" I'-O" D� ks) uj NOTE: z O TOTAL MAIN ROOF W I DTH 2ci'-0" 0 DORMER WIDTH 12'-0" p DORMER EOUAL5 40% o OF TOTAL ROOF WIDTH 0 U DRAWN: J RABKEVIGH OF NE4, SCALE: 1/4"=1'-0" Co °EF� °�p� JOB #: 15- 0 * DATE: 8-15-13 0 N SHEET NUMBER: 07 0 SSIO ca n 4 OF 8 0 u- 11-1 d Q to O N ROOF GONST. } ARCHITECTURAL COMPOSITION SHINGLES OVER 15# BLDG PAPER W/ I CEMETHER 5H I ELD (9 PERI METERS ON 5/ " CDX PLY. ON #2 D.F. 2"X8" 4 2"XIO" R.R. (g 16" O.G. 8 W/ APPROVED RAFTER TO PLATE TO STUD HURRICANE GL I PS ONT. RIDGE VENT (5EE SPEC I F I GAT I ON5 SHEET) 2)2"x4" POST OVER (2)I3/4"XII-/811 LVL WINDOW HDR TYP. (2)13/411X14" BOTH END GABLES Xg LVL RIDS � �� 12lz 2"X8" GJ 1@ 32" OG `_] �3 e `\ O� I41_411 - PEI � I' 4" UNFINISHED -j-�� UNHEATED m o� 0 STORAGE r = 12 O 5/4" PLYWOOD FL THRU OUT - - - II 11 11 II II 11 O . 2X12 FJ ® 16 OG 2X12 FJ @) 16 Or, 3)1,8"X1411 WALL CONST. o LVL HDR 3/8" PLYWOOD TI-11 5" OG ON #2 D.F. 2"X4" STUDS- @ 16" O.G. W/ APPROVED HURRICANE O G;ARAGE 4 STRAPS TO PLATES (SEE 5PECIFICATION5 SHEET) w �- } z < z I- w �L " STEEL LH COLUMN W O V ts) IL >n Q FIT — . E 1M a LLI— a O •.:a I 11 I 11 1 I I •'•:a Z m 2 -O X2 -O XI -O PG PIER (IV-� SECT I ON A—A E 0 NOTE FOUNIDAT I ON CONST. SCALE: 3/g" = 1'-0" SEE 5PEG SHEETS FOR ALL CODE V DIA. ANCHOR BOLTS 4'-0" O.G. 1'-0" FROM CORNERS STRAPPING, HANGERS 4 HOLD DOWNS W/A00 SILL PLATE SILL GA5KET AND TERMITE SHIELD W/APPROVED GG TO FIELD VERIFY ALL CONDITIONS DRAWN: J WKEVIGH HURRICANE STRAPS TO STUDS ON 'A 8" P.G. FDN. WALL ON S"X16" P.G AND REPORT ANY DISCREPANCIES TO SOF NEW FOOTING W/(2) 4 REBAR MIN. 5'-0" BELOW GRADE (SEE SPECIFICATIONS NORTH FORK DRAFT OR ENGINEER SHEET) �� '�i�©�A,� JOB #: 15-T .N DATE: 5-15-13 zN ' '`` W SHEET NUMBER: O SSI P cu u- 5 OF 8 - 5OF8 cu U LL GENERAL C❑NSTRUCTI❑N NOTES W Q F- 1. THE INFORMATION ON THIS SET OF CONSTRUCTION DOCUMENTS IS TO RELATE BASIC DESIGN INTENT AND FRAMING � Q DETAILS. THEY ARE INTENDED AS A CONSTRUCTION AID, NOT A SUBSTITUTE FOR GENERALLY ACCEPTED GOOD BUILDING !� PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. THE GENERAL CONTRACTOR IS RESPONSIBLE Q Q FOR PROVIDING STANDARD CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, STRUCTURALLY SOUND, AND WEATHERPROOF COMPLETED PRODUCT. 2. GENERAL CONTRACTOR TO COORDINATE ALL SUB CONTRACTORS, SCHEDULING OF WORK, AND INTERACTION BETWEEN z TRADES, Q PLAN CONTENTS: R❑❑F FRAMING NAILING SCHEDULE C3. THE GENERAL CONTRACTOR URRENT FEDERAL, SRESPONSIBLE FOR ENSURING STATE, ANDLOCAL CODES, ORDINANCESAND REGULATIONS,C ETC. THESE AND CODES EXCEEDS ARE TO BE CONSIDERED OCCUPANCY CLASSIFICATION R3 RESIDENTIAL AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND SHOULD BE ADHERED TO EVEN IF THEY ARE IN VARIANCE WITH BUILDING USE SINGLE FAMILY DWELLING J❑INT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES THE PLAN. / BUILDING HEIGHT SEE PLANS 8' WALLI 3-8D COMMON 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). W RAFTER TO TOP PLATE 10' WALLI 4-8D COMMON EACH RAFTER TOE NAIL TOTAL SQ. FT. ❑F CONSTRUCTION SEE PLANS 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO RESPONSIBILITY FOR PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND CEILING JOIST 8' WALL] 3-8D COMMON CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, DESIGN CRITERIA 1995 SBC HIGH WIND EDITI❑N, WOOD FRAME CONSTRUCTION MANUAL TO TOP PLATE 10' WALLI 4-8D COMMON EACH J❑IST TOE NAIL SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTI❑NS AND GENERAL NOTES CEILING JOIST TO AS PER TABLE 3.7 EACH LAP FACE NAIL 6, REFER TO FLOOR PLANS, EXTERIOR ELEVATIONS, AND WINDOW SCHEDULE FOR TYPES AND SIZES OF WINDOWS. ALL EXT. BALCONIES 60 PARALLEL RAFTER WFCM - SBC WINDOWS TO BE ANDERSEN HIGH PERFORMANCE QUALITY OR APPROVED EQUAL. DECKS 40 CEILING J❑IST LAPS AS PER TABLE 3.7 EACH LAP FACE NAIL 7. DOOR AND WINDOW HEADERS TO ALIGN UNLESS OTHERWISE NOTED. OVER PARTITION WFCM - SBC ATTICS W/❑ STORAGE 10 AS PER TABLE 3.4 8. GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY AND PREFABRICATED FIREPLACE CONSTRUCTION MEETS OR EXCEEDS DESIGN LOAD CALCULATI❑NS ATTICS WITH STORAGE 20 COLLAR TIE TO RAFTER WFCM - SBC EACH END FACE NAIL ALL MANUFACTURER'S SPECIFICATIONS AND APPLICABLE CODES• (LIVE LOADS P S F) ROOF (GROUND 9. GENERAL CONTRACTOR TO CONSULT AND COORDINATE WITH THE OWNER AND THE PLANS FOR ALL BUILT IN ITEMS SUCH THAN ROOMS (OTHER THAN SLEEPING) 40 EACH END A A 45 BLOCKING T❑ RAFTER 2 - 8D COMMON TOE NAIL AS BOOKCASES, SHELVING, PANTRY, CLOSETS, ETC. 10. PROVIDE HARDWIRED SMOKE DETECTORS, WITH BATTERY BACKUP, ON ALL FLOORS AND IN EACH BEDROOM, VERIFY WITH ROOMS (SLEEPING) 30 RIM BOARD TO RAFTER 2 - 16D COMMON EACH END END NAIL LOCAL CODE REQUIREMENTS AS PER SECTION R317, NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. INSTALL CARBON MONOXIDE DETECTORS AS PER CODE. STAIRS 40 GENERAL FOUNDATION NOTES GUARDRAILS (ANY DIRECTION) 200 WALL FRAMING NAILING SCHEDULE: 1. GENERAL CONTRACTOR TO REVIEW PLANS, ELEVATIONS, AND DETAILS TO DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S) ABOVE TYPICAL GRADE, EXPOSURE CATEGORY LOAD PATH SEE GONSTRUGTION AND WIND PATH GONNEGTION DETAIL PAGE J❑INT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 2. ALL FOOTINGS TO REST ON UNDISTURBED SOIL. (ROOF - FOUNDATION) AND GENERAL NOTE PAGE 3. PROVIDE 9' EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING CONCRETE OR MASONRY WALLS NAILING SCHEDULE SEE GENERAL NOTE SHEET TOP PLATE TO TOP PLATE 2 - 16D COMMON PER FOOT FACE NAIL OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. -- EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE TOP PLATE AT SEE NOTE, 1 4. CONCRETE ON 4' SAND OR GRAVEL FILL MINIMUM, WITH 6X6 - 10/ 10 WIRE MESH REINFORCING. INTERIOR SLABS TO BE - PLUMBING RISER DIAGRAM SEE RISER DIAGRAM PLANS INTERSECTIONS 4 - 16D COMMON JOINTS EACH SIDE FACE NAIL PLACED ON 6 MIL. STABILIZED POLYETHYLENE VAPOR BARRIER. FIRE PROTECTION S. PROVIDE CRAWL SPACE VENTILATION PER LOCAL CODE REQUIREMENTS. (SMOKE & CO2 DETECTORS) SEE FLOOR PLANS STUD TO STUD 2 - 16D COMMON 24' D.C. FACE NAIL 6. GENERAL CONTRACTOR TO INSTALL COP-R-TEX (OR COPPER) SHEET METAL TERMITE SHIELDS BETWEEN ALL WOOD SURFACES TRUSS DESIGN N/A - STANDARD STICK FRAME C❑NSTRUCTI❑N THAT ARE EXPOSED TO CONCRETE OR MASONRY SURFACES. ENERGY CALCULATI❑NS RESCHECK 4.4.2.3 HEADER TO HEADER 16D COMMON 16' O.C. FACE NAIL 7. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA: ALONG EDGES GENERALaFL❑❑RI PLANOR OF NOTES FOUNDATION WITH A BITUMINOUS COATING AS PER CODE AND SOIL CONDITIONS. (D TOP ❑R BOTTOM 2 - 16D COMMON PER 2X4 STUD END NAIL PLATE TO STUD 3 - 16D COMMON PER 2X6 STUD 1. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS). _ GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS BOTTOM PLATE TO FLOOR 2. ALL INTERIOR WALLS TO BE COVERED WITH 16' GYPSUM BOARD WITH METAL CORNER REINFORCING. TAPE, FLOAT, AND SAND LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED JOIST, BAND J❑IST, FACE NAIL (3 COATS). END JOIST OR BLOCKING 2 - 16D COMMON PER FOOT SEE NOTE, 1,2 MODERATE SLIGHT T❑ 3, WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8', FIRE RATED GYPSUM BOARD AT GARAGE SIDE WITH 5'-0' 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE NONE RETURN ON ADJACENT WALLS AND CEILING• MANUFACTURED LUMBER REQUIRES 2 LAYERS OF 5/8', FIRE RATED GYPSUM BOARD. 4. ALL BATH AND TOILET AREA WALLS AND CEILINGS ADJACENT TO WET AREAS TO HAVE WATER RESISTANT GYPSUM BOARD, OR ROOF SHEATHING REQUIREMENTS FOR WIND LDADS' FLOOR FRAMING NAILING SCHEDULE: WALL TILE SET ON WONDERBOARD OR EQUAL. NAIL SPACING NAIL SPACING AT INTERMEDIATE GENERAL PLUMBING NOTES SHEATHING L❑CATI❑N AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES J❑INT DESCRIPTI❑N NAIL QUANTITY NAIL SPACING NOTES 1. PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND SAFETY REQUIREMENTS. 1(1 PERIMETER EDGE ZONE 8d COMMON @ 6' D.C. 8d COMMON @ 6' D.C. SEE NOTESi 1, 3 2. IF WALL PLATES OR JOISTS ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR EQUIPMENT PROVIDE SEE NOTES, 1 (BOTH FIELDS) JOIST TO SILL, BRACING TO TIE FRAMING BACK TOGETHER. O INTERI❑R ZONE 8d - 8D COMMON PER JOIST TOE NAIL COMMON @ 6' D.C.❑.C. 8d COMMON @ 12' O.C. NOTEi 2 FOR PANEL FIELD TOP PLATE ❑R GIRDER GENERAL HVAC SYSTEM N❑TES Z GABLE ENDWALL RAKE BRIDGING TO JOIST 2 - 8D COMMON EACH END TOE NAIL 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. AND RAKE TRUSS 8d COMMON @ 4. ❑.C. 8d COMMON @ 4. D.C. SEE N❑TESD 1, 3 2. HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE EQUIPMENT SUPPLIER. X NOTES BLOCKING TO J❑IST 2 - 8D COMMON EACH END TOE NAIL 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL CONTRACTOR, OWNER, 'CI� THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL, 0 i 1). FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON BLOCKING TO SILL 3 - 16D COMMON EACH BLOCK TOE NAIL EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENTS REQUIRE SHALL BE OR TOP PLATE GENERAL FRAMING 2XTES l l 1. ALL WALLS, 2X4 AND 2X6, TO BE STUD GRADE OR BETTER 16' 0/C. ALL OTHER FRAMING MATERIAL TO BE #2 DOUGLAS � V USED. FIR OR BETTER. LEDGER STRIP TO BEAM 3 - 16D COMMON EACH J❑IST FACE NAILLu 2). TABULATED 12 INCH D.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMINGW O W MEMBERS WITH G)0.49• FOR FRAMING MEMBERS WITH <0.42<G<0.49, THE NAIL SPACING SHALL BE 2. ALL WOOD FRAMING IN CONTACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED. ({� JOIST ❑N LEDGER REDUCED TO 6 INCHES O.C. TO BEAM W 3 - 8D COMMON PER JOIST TOE NAIL ,n 3. PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS OTHERWISE _� V I 3). TABULATED 4 INCH D.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING SPECIFIED. MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH <0.42<G<0.49, THE NAIL SPACING SHALL BE BAND J❑IST TO J❑IST 3 - 16D COMMON PER J❑IST END NAIL 4. PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8'-0. 0/C FOR ALL DIMENSIONAL LUMBER FLOOR JOISTS. ~ } Z REDUCED T❑ 3 INCHES O.C. .�.`-` < Q tit} BAND JOIST TO TOE NAIL 5. FLOOR CONSTRUCTIONe /' TONGUE AND GROOVE PLYWOOD SUBFLOOR. FINISHED MATERIAL TO BE APPLIED OVER V Z WALL SHEATHING REQUIREMENTS F❑R WIND LOADS: SILL OR TOP PLATE 2 - 16D COMMON PER FOOT SEE NOTEi 1 SUBFLOOR. GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS. W NAIL SPACING NAIL SPACING AT INTERMEDIATE 6. ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2X10 UNLESS OTHERWISE SPECIFIED. ALL INTERIOR HEADERS T13v---' SHEATHING L❑CATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES ROOF SHEATHING NAILING SCHEDULE BE (2) 2X10 UNLESS OTHERWISE SPECIFIED. O cz O Z INTERIOR ZONE 8d COMMON @ 6' D.C. 8d COMMON @ 12' D.C. SEE NOTEi T2S11, 3 (BOTH FIELDS)F❑R PANEL FIELD 7. PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS. j� � p Lu ' PERIMETER EDGE Z❑NE 8d COMMON @ 6' D.C. 8d COMMON @ 12' D.C. SEE NOTE, 3 J❑INT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 8. ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED. O �- NOTES AS PER TABLE 3.8 9. ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS. _ Z STRUCTURAL PANEL 8D COMMON NONE Q THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY, WFCM - SBC 10. TYPICAL EXTERIOR WALLS AND ROOF TO BE SHEATHED WITH %' EXTERIOR GRADE PLYWOOD OR %' OSB PLYWOOD, GROUP 1). FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT 1, APA RATED. PLYWOOD TO SPAN OVER ALL PLATES AND HEADERS. ` REQUIREMENTS SHALL BE USED. 11. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. v 2). TABULATED 12 INCH ❑.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS CEILING SHEATHING NAILING SCHEDULE: WITH G>0,49. FOR FRAMING MEMBERS WITH <0.42<G<, THE NAIL SPACING SHALL BE 12. EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS, CHIMNEYS, n, REDUCED TO 6 INCHES D.C. PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION PRACTICES• 11<- 3). FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE USED TO BE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES Q ' 13. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS. SUBSTITUTED FOR COMMON NAILS. 7' D.C. EDGE GYPSUM WALLBOARD 5D COOLERS 10' ❑.C. FIELD NONE 14. PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS. (� U FLOOR SHEATHING NAILING SCHEDULE: GENERAL WIND PROTECTION C❑NNECTI❑N NOTES 11- ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION] SSTD 10-99 AND 1995 SBC HIGH WIND O JOINT DESCRIPTI❑N NAIL QUANTITY NAIL SPACING NOTES WALL SHEATHING NAILING SCHEDULEEDITION WOOD FRAME CONSTRUCTION FASTENERS AND CONNECTORS FOR WOOD FRAME CONSTRUCTION (0 STRUCTURAL PANEL8D COMMON 6• O.C. EDGE NONE 1. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATIONS WALLS, FLOORS, STUDS AND ROOF FR G SHALL BE 1' OR LESS 12' D.C. FIELD JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES PROVIDED. N❑TESSTRUCTURAL PANELS 8D COMMON AS PER TABLE 3.9 NONE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT INCLUDED IN THE STANDAR BUILD G CO DRAWN: J RABUCH THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED SCHEDULE NOTES ONLY, WFCM - SBC TABLE 2306.1 SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. OF N 50ALE: 1/4"-11-0" 1). NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' ON-CENTER AT THE 3' O.C. EDGE 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS, AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR S F�, PANEL EDGE. IF WALL SHEATHING IS NAILED 3' ON-CENTER AT THE PANEL EDGE TO 7�6 OSB PLYWOOD 6D COMMON 6' D.C. FIELD NONE CORROSION IN COSTAL AREAS, SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. 5 �'O JOB #: 15-7 o OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS 7' D.C. EDGE 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL SHEATHING AND SIDING, FRAMIN N d<3S �O�"f L_ SHALL BE DOUBLED OR USE ALTERNATE CONNECTORS SUCH AS SHEAR PLATES, SHALL BE GYPSUM WALLBOARD 5D COOLERS NONE �� �, DATE: 5-15-13 > USED T❑ MAINTAIN LOAD PATH 10' O.C. FIELD CONNECTORS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS, AND 1 SST _ AT EACH SIDE OF OPENING. rn 2). WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED �' SHEET NUMBER: NUMBER OF NAILS SHALL BE PERMITTED TO REDUCED TO 1- 16D NAIL PER FOOT. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS EXCEPT WHERE COLLAR F ZW LUMBER IS LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. F 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. Q,p 0 7 2 5 �� O 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48, AND EVERY 16' WITHIN 4' OF EXTERIOR FS �. 0 8. SILL PLATE TO FOUNDATION ANCHORAGEi SILL PLATE SHALL BE ANCHORED TO THE FOUNDATION WITH ANCH R--B U- HAVING A MIN. BOLT DIAMETER OF 5/8' AND 3' X 3' X 1/8' WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 13 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF Q 7 INCHES IN CONCRETE/ MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 INCHES OF CORNERS AND 6 AT SPACING NOT EXCEEDING 4 FEET ON CENTER. +_ 6OF8 L U U- - - _ --------- ALTERNATIVE FOR OPENING PROTECTIONp - - _-.__ Q ;WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0' WINDOW SCHEDULE SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS z SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ° DESIGN Ul '(REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) CLEAR GLASS EFFECTIVE PRESSURE REQ'D DESIGN SYMBOL QUANT MODEL No, WIND❑W TYPE OPENING AREA VENT WIND AREA ZONE PRESSURE PRESSURE W TABLE 1609.1.4 RATING i A WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 2 CXW14 CASEMENT 9 9.5 9.0 10 4 25.9 -28.1 50 FASTENER SPACING INCHES ® 2 CXW145 CASEMENT 10.0 10.5 10.0 10 4 25.9 -28.1 50 PANEL SPAN< 2' 2'-0"< PANEL 4'-0" < PANEL 6'-0" < PANEL � 2 FASTENER TYPE 0" SPAN< 4'-0" SPAN<6-0" SPAN< 8'-0" © 3 CW14 CASEMENT 6.8 7.2 6.8 10 4 25.9 -28.1 50 2 1/2" #6 WOOD SCREWS 16 16 12 9 ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL. TES: 2 1/2" #8 WOOD SCREWS 16 16 16 12 CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B MUST HAVE DP UPGRADE KIT. COEFFICIENT 1,0 WITH 120 mph BASIC WIND SPEED, E MEETS NY STATE EGRESS REQUIREMENTS - ---- AS PER TABLE R 301.2 (2) NEW YORK STATE BUILDING C❑DE, A. THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 930 MPH AND MEAN ROOF L HEIGHT OF 33'-0" OR LESS %2" HE 1/2" X 3/4' DP TOTAL 1 1/4" L : HEIGHT SILL STOP (OR STOOL) AND THE ADDITION ❑F A UPGRADE SILL STOP. (SILL STOPS - B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) C. ,WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ALL UNITS MUST MEET ❑R EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED ANY ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL MULLED UNITS MUST MEET OR EXCEED CAPACITY of 490 LBs. ORK STATE RESIDENTIAL CONSTRUCTION CODE,EXTERIOR - 1 H N AN LOADS TO THE ROUGH ❑PENING SUBSTRATE ALL EXT --- - - - �-- - - - ��---� GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW Y REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE ❑PENING PROTECTION. STRUCTURAL WOODPANELSPROTECTION 2WIND-BORNE DEBRIS PROTECTION W4 FOR AOPENING (MAXIMUM MEAN ROOF HEIGHT:35') MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2'OC Z O � I— } z V z —1 a O Q T SHUTTER ASSEMBLY w 0 N.T.S. O FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN — K TABLE 1609.1.4Lu O 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4") Q USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. Z E LABEL ACCORDING TO LOCATION. O K 0 ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#80" (w/WASHERS) GALVINIZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/#10x 1 Y2" (W/WASHERS) MACHINE BOLT @ 12" O.C. DRAWN: J RABOIU WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED OF NF UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. �P S , DEF�A0 SGALE: I/4"=1'-O" SHUTTER ASSEMBLY �e`S `10�� ��$ #: 15-7 N N N.T.S. 't DATE: 0-I5-13 a`) FOR PANEL SPANS: 4'-0" OR WIDER SPAN z W NF 2- F3 SHEET NUMBER: SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 <4'-0" SPAN. p o NOTE ADDITIONS: A�pFE o 0 2x4 STRONG-BACKS @ 24" OC ASSEMBLY: u_ 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 100" (w/WASHERS) GALVINIZED OR STAINLESS STEEL ® a WOOD SCREW @ 12" O.C. 7 OF 8 L U d l o CONNECTION SIMPSON STRONG-TIE Q O A RAFTER/RIDGE/RAFTER WITH CTCS20 21"LONG RIDGE RAFTER/RIDGE/RAFTER WITHOUT CT CS20 21"/LSSU OR LSU B RAFTER/PLATE/STUD H7 O RAFTER/PLATE H8 OR H2.5 _ RAFTER PLATE/STUD CS20 18"LONG ki) C HEADER/STUD H3 } SIMPSON CS20 21"LO HEADER/JACK STUD CS20 12"LONG W D FLOOR TO FLOOR LFTA or CS20 36"LONG E STUD/PLATE/SILL CS20 36"LONG STUD/PLATE CS320 16"LONG PLATE/SILL LPT4 F ANCHOR BOLTS SSTB16 G POST ANCHOR FOR DECKS CB SERIES POST ANCHOR FOR COVERED PORCHES ABU SERIES A RAFTER/RIDGE/RAFTER VATHCT '1X6 OR 2X4-16"O/C COLLAR TES MIN. RAFTER KING STUDS RIDGE RAFTER STUD RAFTER SIMPSON H8 OR H2.5 TOP PLATE TOP PLATE HEADER I H Fz SIMPSON CS20 21"L SIMPSON H3 SIMPSON H7 SIMPSON CS2018"LONG SIMPSON LSSU OR L SERIES SIMPSON CS20 12"LONG WALL STU ___D WALL STUD ®®®® JACK STUDS Ile Al RAFTER/RIDGE/RAFTER W/0 CT B RAFTER/PLATE/STUD B RAFTER/PLATE IPLA-E/STUDC HEADER/STUD HEADER/JACK -_ ..1 O POST � O c1� w w SIMPSON CB SERIESLu O P.C. FOOTING > Z 2ND.FLOOR WALL STUD 2ND.FLOOR WALL STUD _ Z LL 1ST.FLOOR WALL STUD 1ST.FLOOR WALL STUD K iX Q lX LI 2ND.FLOOR PLATE 2ND.FLOOR PLATE � (� SUBFLOOR SUBFLOOR 1ST.FLOOR PLATE G POST ANCHOR FOR COVERED PORCHES j� 1ST.FLOOR PLATE � RIM BOARD RIM BOARD SUBFLOOR SUBFLOOR O SIMPSON LFTA SIMPSON CS16 36"LONG EVERY OTHER STUD AND SIMPSON CS20 36"LONG SIMPSON CS20 16"LONG n, EVERY STUD OVER HDRS RIM BOARD RIM BOARD U 1ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLATES DOUBLE SILL PLATE POST Z DOUBLE OR SINGLE SILL PLA SIMPSON LPT4 1ST FLOOR WALL STUD 1ST FLOOR WALL STUD FOUNDATION WALL < d FOUNDATION WALL 9 ° o . a SIMPSON ABU SERIES Q v d a P.C.FOOTING ° RoR d `v ck ofI DRAWN: I RAYal(H `O S DEk. '0 SCALE: NONE D FLOOR TO FLOOR rD FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL G POST ANCHORS F Ids `� JOB #: 15- o DATE: 5-15-15 a`, LP �oAR 072 SHEET NUMBER: ° ssl 0 0 ca Q 8 OF 8 cc U LL t�