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HomeMy WebLinkAbout45692-Z �OSU1f0i� Town of Southold 3/17/2022 COG. o - P.O.Box 1179 53095 Main Rd 0ao� F Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42928 Date: 3/1.7/2022 THIS CERTIFIES.that the building ADDITION/ALTERATION Location of Property: 2335 Cedar Ln,East Marion SCTM#: 473889 Sec/Block/Lot: 37.-4-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/5/2021 pursuant to which Building Permit No. 45692 dated 1/20/2021 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: additions and altrerations, including front and rear covered porches and conversion of screened porches to living space,to an existing single family dwelling as applied for. The certificate is issued to Pagano,Joseph&Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45692 11/3/2021 PLUMBERS CERTIFICATION DATED 10/19/2021 J s h Whit vage A t ri ed Signature TOWN OF SOUTHOLD ��o�SUFFn�KcoG BUILDING DEPARTMENT y 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#: 45692 Date: 1/20/2021 Permission is hereby granted to: Pagano, Joseph & Barbara 2435 Cedar Ln East Marion, NY 11939 To: make additions and altrerations to an existing single family dwelling as applied for. At premises located at: 2335 Cedar Ln, East Marion SCTM # 473889 Sec/Block/Lot# 37.-4-8 Pursuant to application dated 1/5/2021 and approved by the Building Inspector. To expire on 7/22/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $696.80 CO-ADDITION TO DWELLING $50.00 $746.80 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: Ar 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-fromm 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 epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50:00, Swimming pool $50:00,Accessory building-$50:00, Additions to accessory building$50.00, Businesses $50.00:- -- 2. Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of.Occupancy—$_25 4. Updated Certificate of Occupancy- $50-00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building:' e(check nr/ one)' n Location of Property: _ 2 3 9 ,5 CQ�/Yt L i�� C X34- / 101 House No. Street Hamlet 'p Owner or Owners of Property: S P�OI� /� Aj `� 1� /�1!r� / /a►a(� Suffolk County Tax Map No 1000, Section Block Lot Subdivision Gid 4V4 s �5 7 Z Filed Map. 9 Z Lot: dPo a3 Permit No. Date of Permit. Applicant. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificat : (check one) Fee Submitted:$ tl?V ` AVant tgnature 1.1-110 IN"I ZATI ON .O'n (�'j U, i c r',:4irsraturc) -zl Noo,(-ca, L pF SOUK,®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • sean.deviin(-town.southold.ny.us Southold,NY 11971-0959 ° y ®! ")7U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Pagano Address: 2335 Cedar Ln city:East Marion st: NY zip: 11939 Building Permit#: 45692 Section: 37 Block: 4 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Corazzini Electric License No: 33419ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor . X Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 57 Ceiling Fixtures 9 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 10 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 2 Transformer UC Lights 24' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 2 Switches 39 4'LED Exit Fixtures Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Mini Fridge, 200A Panel 42 Circuit/ 13 Used Notes: " AS BUILT NO VISUAL DEFECTS " Did Not See Rough Inspector Signature: Date: 11//3/21 S.Devlin-Cert Electrical Compliance Form # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . op" [ F NDATION 1ST [ ROUGH PLBG. [ F UNDATION 2ND [ j INSULATIOWCAULKING [ FRAMING/STRAPPING [ ] FINAL [ `] FIREPLACE& CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]-- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vwl 0 6,> v CAWej ` DATE INSPECTOR hO�apF SOUT,yo� # # TOWN 'OF SOUTHOLD BUILDING DEPT. cou765-1802 "L INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND; [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [` ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: VA &K Arr6f� T-C feUw ? cut ` ca' z' e"w G,ef � �y his G�1 r� tc�2 7 DATE �I INSPECTOW 4� SOP so �o� olo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .. .-1 NSPEC- ION [ ] FOUNDATION 1ST J. ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [_ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] :FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE RKS: r)mk Mo�w"� aID k��_eA V W_�� Y DATE INSPECTOR SOUTyo� H 5 Vim-' l L # # .TOWN'OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION:- t [ ] FOUNDATION IST [ ] ROUGH PLBG. [ `_] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY .- "[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]; ELECTRICAL (ROUGH) /'4 ELECTRICAL (FINAL) [ ] CODE VIOLATION 6 [ ] PRE C/O REMARKS: DATE I� Z INSPECTOR .�� TOWN OF SOUTHOLD.BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ROU H PL13G. FOUNDATION 2ND ULATION/CAULKING FRAMING/STRAPPING XFINUAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION j ! FIRE-RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ]'ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE-VA.0LATION PRE C/O ,.,j L REMARKS: 0� -_ - r Cv C'�;ol till, u DATE Q [VI (71,024 INSPECTOR %, f V - IN 12E! r P 1'EAR , .-.gym W, An 5V, - M6l -11VM, r • • r e'ETA M, i:ALB.I'" e 7 • 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 � `7 Surve Gjy Southoldtownny.gov PERMIT NO. ` Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form 'Z O Z ( Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration 120 Ins ctor L_J'APPLICATION FOR BUILDING PERMIT JAN - 5 2021 Date , 20 Z C) INSTRUCTIONS T•r•—,:•.� t...,ti..::;s ;fit 's.�'r,6 y. ��i.S 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 Pen-nit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises D5414y (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. Location of land on which roposed work will be done: 23 3 ^ House Number Street Hamlet County Tax Map No. 1000 Section 37 Block Lot yZ.�l'L J Subdivision��✓' g �,( Filed Map No. Lot �Zi �3 `�P0 3 3 2. State existing use and occupancy of premiss 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_ ,x Repair Removal Demolition Other Work (Description) 4. Estimated Cost iz J 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 Stories 8. Dimensions of entire new,construction: Front Rear Depth Height Number of Stories 0. 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 1 14. Names ofw er of premises�� /3'h Address 2335 ' Phone No. Name of At Zos hsC1 t9i 1. Address Phone No 63f Name of Contractor C0(wt 4 5e Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES VINO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 3,00 feet of a tidal wetland? * YES i/ 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? *i YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or ha formed the said work and to make and file this application; that all statements contained in this application are true to the b t of hl knowledge and belief, and that the work will be performed in the manner set forth in the application filed there ith. { Sworn to before me thi day of 2(( iEHb,bi Dawn Johnson ' Notary PlinipRY': Notary Public,State of Newt'®rk Signature of pplicant *', au3uc '*=No01J06349053 Qualified in Suffolk County Commission Expires 10/11/2 ' 1 r . V I ,I a, BOARD OF'SOUTHOLD TOWN TRUSTEES SOUT-HOLD,NEW YORK 9 k ' PERMIT NO.9564 DATE: OCTOBER 16;2019 v ISSUED TO: BARBARA PAGANO I PROPERTY ADDRESS: 2335 CEDAR LANE;EAST MARION SCTM#1000=37-4-8 AUTHORIZATION - Pursuant to the provisions of Chapter 275. of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting-held on October 16,2019, and in consideration of application fee'in tiie sum of 250.00 paid by Barbara Pagano and subject to theTerms and Conditions as stated in the Resolution, the'Southold Town Board of Trustees authorizes and permits the following: Wetland' Permit for the existing two-story dwelling with attached garage; and to construct a 251x27' new attached garage; a 21.81x8' front addition; a 12.3'x8.5' front addition; a 12:1'x6' rear addition;'a 22.1'x4.3' rear addition; a 1:4'x20.1' rear addition; construct an 111x16' and 12.11x16' rear deck addition; and install gutters to leaders to drywells to.contain roof runoff; establish and perpetually maintain a 15' wide non-turf buffer running along the-aandward edge of the bulkhead; and'as depicted on the site plan prepared by Cond®i.i.Engineering,P.C.,last'dated October 11,2019, and stamped approved on October.16,2019. 8 IN WITNESS WHEREOF,the said Board of Trustees hereby"causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 16th day of October,2019. ca O. �R r Glenn Goldsmith,President "*OF soyo Town Hall Annex A.Nicholas Krupski,Vice President ,`O l0 54375 Route 25 P.O.Box 1179 South John M.Bredemeyer III - � � old,New York 11971 Michael J.Domino G Telephone(631) 765-1892 Greg Williams '� �� Fax(631)765-6641 BOARD OF TOWN TRUSTEES . TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1880C Date:November 30, 2021 THIS CERTIFIES that the existing two-story dwelling with attached garage;and to construct a 25'x27' new attached garage, a 21.8'x8'.front addition; a 12.3'x8.5' front addition; a 12.1'x6' rear addition;a 22.1'x4.3' rear addition, a 1.4'x20.1' rear addition; construct an 1 Fxl6' and 12.1'x16' rear deck addition; and install gutters to leaders to drywells to contain.roof runoff; establish and perpetually maintain a 15' wide non-turf buffer running along the landward-edge of the bulkhead; At 2335 Cedar Lane,East Mahon Suffolk County Tax Map'#1000'-37-•4-8 Conforms to the application for a Trustees Por heretofore filed in this = office Dated September 9, 2019 pursuant td which Trustees Wetland Permit 99564 ; Dated October 16,2019,was issued and conforms to all _ the require'ments'an,d 'conditions of the applicable provisions of law. The project -for which"this certificate is-being issued is for the existing two-story dwelling with attached garage; and to construct a 25'x27' new attached garage; a 21 8'x8'• front addition,•-a 12.3'_x8:5' front-addition,a 12.1'x6'-rear addition; a 22.1'x4.3' rear addition• a 1.4'x26.1' rear addition: construct an 11'x16' and-12.1'x16'-rear deck_ addition,• and instal'6tters to leaders to drywells'to contain roof runo ' establish and perpetually maintain a 15' wide non-turf buffer running_ along the landward edge of the bulkhead. The certificate is issued to Barbara Pagano owner of the aforesaid property. Authoriz Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)4440360 wvvw.dec.ny.gov LETTER OF NO-JURISDICTION September 26, 2019 Barbara Pagano Re: Application ID 1-4738-04009/00004 2335 Cedar Lane 2335 Cedar Lane East Marion, NY 11939 East Marion SCTM # 1000-37-4-8 ARNO-DEP Dear Applicant: Based on the information your agent submitted and additional information reviewed by the New York State Department of Environmental Conservation (DEC), DEC has made the following determination. The portion of the referenced property landward of the .existing functional bulkhead more than 100 feet in length and originally constructed prior to 8/20/77, as evidenced on a 1960 aerial photograph and shown on the drainage plan prepared by Condon Engineering, P.C. on 9/9/2019, is beyond the jurisdiction of Article 25 Tidal Wetlands. In accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary indicated above. Please be advised, however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary 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 within the DEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. 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 trLr ours Y-V yo A. Wielan Permit Administrator JAW/mrp CC: Condon Engineering, P.C. MHP File EW YORK Department of oP aR;Nm Environmental Conservation �o��Suffoc,(�o G BUILDING DEPARTMENT-Electrical Inspector rte„ z TOWN OF SOUTHOLD w • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # 0 I Date (D-2-q-2-1 2021 Customer Name TplQuo Electrician Name 2-7j Address Irfflabor) Phone ,3I — e-mail e-mail Facrlbl Phone License# — F Size QQ A Phase I Overhead X—Underground #of Meters Remarks #of Underground Lateralsl 1 2 New X "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is 9. '-- s from the date ove. Authorized by by BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD :. Town Hall Annex - 54375 Main Road - PO Box 1179 „ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 c APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:,.(2:23 Company Name: 42T 2,142elI'o a ` Name: License No.: 3 q email: ® � IA - Phone No: _ .335- g,121 ❑I request an email copy of ertificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: ✓3 b 4. Address: 2 g-3 ; Cross Street: Phone .BIdg.Permit#: J q `. ertiail: Tax Map District: 1000,, Section: Block: �-} Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) /z�S,•„/„�,.� .� / ,k n u �2 Check All That Apply: Is job ready for inspection?: EJYES ❑NO ❑Rough In ❑Final Do•you need:a Temp Certificate?: Eg'�ES ❑NO Issued-One kgA Temp Information: (All information required) Service Size Q1 Ph E]3 Ph Size: eA # Meters Old Meter# 0 New Service Service Reconnect ❑ Underground aOverhead Underground Laterals 01 72 ❑H Frame ❑Pole Work done on Service? ❑Y ❑N Additional Information: S ,. V7, Rlu, k i� 5/k���d01.3 PAYMENT DUE WITH APPLICATION'; 00 \� Electrical Inspection Form-2020.xisx i — 4(_4 PERMIT# Address: X ,lei 73A Switches Outlets GFI's Surface r Sconces H H's - uc i_ts Fans Fridge .) HW Exhaust Oven ao,- W/D �S Smokes DW + Mini 4,Z"3 "Carbon Micro .� Generator 'Co.mbo . .CcooktOp Transfer ` AG .. AH Hoo.d Service Amps Have Used Special: L Comments: n S.C.T.M. NO. DISTRICT: 1000 SECTION: 37 BLOCK: 4 LOT(S):8 -&4 I 1 0 I LOT 130 0 (MAP 148.00') MON. S63°52'30"W ACTUAL 138.62'— X X _7­ Al A f/ 0.6'S 4' CHAINLINK'FENCE 0.5'S 0.6'E 0i J LOT 131 Cr! 0. { SCREEN x f J IN/ F� d� 4J�r�yq i ! J L7 ORI"EWAy r �0 4, N GARAGE r..J I4• — -- 3 Lqo UP#3 ALJ LU z r_•" oCz I W � � C9nn � 'ice` om`) ^ > N �-J L C) ^ rl ¢ N C 0 (/ / LOT 132 8.0' 2 S7RY FIRM. 12 U)CL j D:4ELLING C) H `� 43 I ` �f 35.0', J A m J UNC ER ((( ((( d W 47.2' /3.6' _ N 12. 3'�.� CONC. ,N d WOOD v o 17.0 ci y STONE k'ACL y � � . Twz _ I •, � �� � ` ) P/0 LOT 133 In y Cn 0 L 0 6'N 4' CHAINLINK FENCE WOOD RAIL FENCE 0.5'N J Mo"• P/0 LOT 133 N63°52'30"E 132.00' °4'S CONC. J f/ - WALL LOT 134 ' • THE WATER SUPPLY, WELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 19,484.03 SQ.FT, OR 0.45 ACRES ELEVATION DATUM- _________________________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES-INDICATED HEREON SHALL RUN ONLY'TO THE PERSON FOR WYOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, -GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOTS 132,131, & P/0 133 CERTIFIED TO: JOSEPH & BARBARA PAGANO; MAP OF: GARDINERS BAY_ ESTATES SECTION 2 HSBC MORTGAGE CORP.; FILED: SEPT. 27, . 1923 No.275 LANDMARK ABSTRACT ASS. INC.; SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M. WOYCHUK L.S. SUFFOLK COUNTY, NEW YORK `� + Land Surveying and Design P.O. Box 3, Mattituck, Neje York, •11952 FILE # 25-01 SCALE: 1 =20' DATE: JAN. 13, 2005 --_ PHONE (631) 298-1588 FAX (631) 298-1588 N. Y. S. LIC N0. 50227 maintaining the records of Robert J.-Hennessy U a METAL CHIMNEY COVER Z t- W G� r- o STUCCO CHIMNEY Z C� a N M d Z � � zM W � wH00 Zz < �D � 240# SHINGLES H (TYP.) a 012 0 2 Z 12 x 12 8" ROOF OVERHANG 1 X8 W/ 1 X4 TRIM 121 C/) FROM FACE OF STUD (TYP.) 1X6 BARGE PL Ak TOP OF PL DORMERS) h BOARD TOP OF FIL SECOND FIL SECOND F ® 7 BOTTOM OF H I Z - - -- J CLG JOISTS u N - 1 X4 CORNER ® BONUS RM 12 , o.1 Q" D@ DORM S. ERS 12 I 12 BIDS. 12 � - 00 I ti a0 ui - - __ FOR INFORMATION M6 - j SECOND FIL ON FASCIA SEE ® ENG Ili o= ao 00 N (SUB) WALL SECTION SECOND FL cli (SUB) BONUS RM FL - U (SUB) I - m xH a - --- LE - i -- - — � FE Hl El El EH EE � El- El - FIRST FL - ---- — (S U B) - -- - ----- -- 00 00 v LO -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ J 00 VERIFY TOP OF ° �- >n °' - WINDOW ALIGNS Z • ` - -- — ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ WITH TOP OF FIRST FL n TRANSOM BEYOND �� N ° FIRST FL - (SUB) (SUB) r6 • o o - �•. / GARAGE FIN. FL N 12 z 00 REAR ELEVATION 3/16" = 1'-O" m VARIES �12 ^o, s w ; 8X8 WOOD - HANDRAIL OMITTED TREATED 6X6 HANDRAIL r COLUMN FOR CLARITY LATTICE POST J Q x FRONT ELEVATION 1/4" = 1' w 12 = O d 12 F U CRICKET * 2833 X34/ wco IL 7 c n N 1•!bW O 5 LiC h 12 12 v w V) m 12 o DORMER BEYOND 10 CRICKET � Y 12 w �12 „ GABLE VENT CLU 5 -0 12 z O Z • - 10 1X8 BARGE L- BOARD w p g w TOP OF 1'-0„ Z) PL ROOF PLA N - - - - ---- -- - SECOND FL 1/8. = BOTTOM OF - -- -- m CLG JOISTS N 0 BONUS RM - \ TOP OF PL w N } -- --- — m •I SECOND FL — oo w Q 'co NIN o SECOND FL I — BONUS RM FL _ (SUB) 00 ---- - 12 (SUB) - SECOND FIL -- -- (SUB) --- - Q0 CD x - w 1X6 CORNER I - �- -! 5 Z 0I BOARD, (TYP.) - °' 04I�-JI _ _ -- ry Vi FIRST FL - FIRST FIL 'x' (SUB) (SUB) -- m - --- ------------- -- -- ------ -- — QQz 1X8 HORIZ. WOOD SIDING BRICK lok I FIRST FIL — - _ VENEER ---- � w (SUB) (� Q U o CL QLn 0 (n RIGHT SIDE ELEVATION 3/16" = 1'-0" BRICK PIERS HANDRAIL 1X10 TRIM BOARD O WITH WOOD DRIPc N�- w LEFT SIDE ELEVATION 3/16" = 1'-0" Q w � w � o o w w m o oN O Co " z o000N U z Lj ?Df? m H Q w 00 < N 0 116"WOOD O.0 STUDS (l z a' o POWER DRIVENANCHW a THRUOT T'D PLATE oo C. Z Z Zav , 6X6-W1.4XW1.4 WWF @ CENTER OF z SLAB (TYP.) W > U) °�� WIRE REINF. (4'-0" Z Z C4 Cbl z WIDE) IN THICKENED 33'-4" 11'-8" Q < d CONC. SLAB U a a af ja 12'-4" '-9 1/2" 8'-0" 8'-1 '-9 1/2" 11'-0" x � Z � � a• 00 (4) #4'S CONT. 0 DETAIL AT THICKENED SLAB � � 3 3/4 = 1 —0 o W 0 1 (0 z 5/4"X6" I I i � 4 CD TREATED00 2x STUDS ® 16" O.C. 00N ©� DECKING I I I 6 ENGt� cnm^ INSULATION; SEE SECTIO o _co cn 5/8" CDX SHEATHING o I I 2x10 F.J. 0 16" O.C. SIDIN 1/2- GYPSUM BOARD _J Tri rmzto 2x BOTTOM PLATE & 2x ACQ SILL PLATE I a 5/8"0 ANCHOR BOLT EXTENDED A9'-4" 11'-6" MIN. 12" INTO CONC. SPACED MAX. 40" 4" CONC. SLAB W/ 6x6 N 2x10 F.J. ® 16" O.C. U O.C. AND MAX. OF 12" FROM THE END OF 2x F.J. W1.4xW1.4 WWF OVER 6 MIL I �t E EACH PLATE SECTION I MOISTURE BARRIER OVER in I Q �' (2) #4 CONT ® 4" GRAVEL FILL. DOUBLE F.J. I w o SILL INSULATION & o. 12" FROM TOP I 2x10 F.J. ® 16" O.C. ( `� m� TERMITE SHEILD -n Z a. 4" CONC. SLAB W/ 6x6 FINISH RADE SLOPE AWAY FROM BLDG ".� 1'-8 g g W1.4xW1.4 WWF OVER 6 MIL I w " T- oo MOISTURE BARRIER OVER �I I�I� �I�II�II�I=I�I a ( 0 0 C 4" GRAVEL FILL. I �J �co Ncp ASPHALT —III— ;a 0,_8„ U U O U } , o DAMPPROOFING _—II g I pp 0 #4 CONT ® 48" .a' (TYP') 2x10 F.J. ® 16'" O.C. W w c° w I Z ; FROM TOP = DOUBLE F.J. O O I U Q n co co D. FOOTEREINF. RODS #s ® 3s" o.c. 'I. 12'-10" N 10'-o" I w C° 3 8" P. CONC. I N N a FOUNDATION WALL " P. CONC. SLAB W/ WWF a; m m I J 1. CARRY TO FIRM UNDISTURBED BEARING: 22x4 KEYWAY °' �2 ' x x x Ln 2 Q x 20G FOR 8" FOUNDATION WALL WITH (3) a 3 2x10 F.J. ® 16" O.C. Ln 0 #4. CONTINUOUS 20"x6" P. CONC. SPREAD a FOOTING MIN. 36" U BELOW GRADE a �po �p o apo apo �p It E. PIER FOOTINGS: �. . .' �g0��g0 g0 �g0 �g00 I DOUBLE F.J. I = a o0 00 000> oo_ _ U PIER FOOTINGS (TYPICAL UNLESS NOTED OTHERWISE) 4"0 PERF IN Q �pp�p �pO 5'-7" 1. PROVIDE 1'-8"x2'-4"x1'-0" DEEP CONCRETE FOOTING WITH PIPE AT BOTTOM I Q OF FOOTING (3) #4 REINF. RODS EACH WAY UNDER 8"x16" MASONRY PIERS. PLACE ON 2" IN 2 1 6" COMPACT FILL M I I I 2 2x i o' 2. PROVIDE= 2'-0"x 2'-8"x1'-0" DEEP CONCRETE FOOTING WITH WASHED GRAVEL BED o 3.5" S.W.P. COLUMN (3) #4 REINF. RODS EACH VJAY UNDER 12"x TE MASONRY PIERS. #4 REBAR 5 MIL POLY VAPOR BARRIER I I _ 3'-6"x3'-6"x1'-O" (3) 1.75x9.25 2.0E MICROLLAM NOTE; I C° FOOTING W/ (4) #5 �33NJ 3• FILL PIE=RS SOLID WITH 2,500 P.S.I. CONCRETE, TYPICAL. I 3 I 2x10 F.J. ® 16" O.C. o ��.� SITE HAS GROUP II SP SOILS � 4. HEIGHT OF PIERS: IRC TABLE R405.1 - USABLE SPACE I BARS EA. WAY _ . (TYP ) A. PIERS LESS THAN 36" IN HEIGHT MAY BE 8"X16" IN FOUNDATION; DRAINAGE REQUIRED 1 T I I I n 2 ORAS NOTED ON FOUNDATION PLAN. I 13'-6" O I I B. PIERS BETWEEN 36" AND 80" IN HEIGHT SHALL FOUNDATION DETAIL I I 6'-0" 4' 14'-11' I I ry oLLJ BI. LL A MINIMUM OF 16"X16 . L z _ p C. PIERS GREATER THAN 80" IN HEIGHT SHALL BE 2 S E C T I 0 N I DOUBLE F.J. - w I �y A MINIMUM OF 16"X16" WITH (4) CONTINUOUS #5 BARS. 3 NTS N 200 F.J. 0 16" O.C. F. CHIMNEY CONSTRUCTION: SEE OTHER WALL SECTIONS FOR ADDITIONAL INFORMATION I 2x1O F.J. 0 16" O.C. � � � L1G 15'-5" _ 1. USE NOMINAL 1/2" STRUCTURAL GRADE 2 PLYWOOD OR NOMINAL I DOUBLE F.J. 1/2" OSB (ORIENTED STRAND BOARD) SHEATHING. 2. SPLICE ONLY ONE CORNER STUD AT ANY SPLICE. STAGGER SPLICES AT LEAST 3'-0" AND USE (4) STUDS PER CORNER. CONT. FLASHING I 0 J I 3 I v 3. USE 10d NAILS @ 4" O.C. AROUND ALL PLYWOOD EDGES I to FI I w 3' -4" AND 12" O.C. AT ALL INTERMEDIATE SUPPORTS. 5/8"0 ANCHOR BOLT EXTENDED A MIN. 1 x 1 o TRIM BOARD DOUBLE F.J. c/) I J 4. PROVIDE BLOCKING BETWEEN STUDS AT 4'-0" INTERVALS. 12WITH WOOD DRIP I o " INTO CONC. SPACED MAX. 40" O.C. Q 5. CONTRACTOR TO VERIFY CHIMNEY FINISH MATERIAL FIRST FL I I x I I m WITH OWNER PRIOR TO CONSTRUCTION. IF BRICK AND MAX. OF 12" FROM THE END OF N I 4" CONC. SLAB W/ 6x6 I - = L � MASONRY IS REQUIRED, CONTRACTOR TO MODIFY EACH PLATE SECTION SUB W1.4xW1.4 WWF OVER 6 MIL I °' H- o ( CONSTRUCTION OF FIREPLACE AND CHIMNEY AS d I I "' MOISTURE BARRIER OVER � 0 REQUIRETREATED 2x8 PLATE D. "� COMPACTED FILL. SLOPE U � I w FOR DRAINAGE.FIII— _ 4" CONC. SLAB W/ h I Of Z U 6x6-W1.4xW1.4 cn TOP OF -_ w0 O N I GARAGE FIN. FL. MASONRY N Ld 00 VARIES > > 00OU) III o N U U N D' I 4 1, ` /j III=��i 11=1 I t-' 3 0 � / -�I I-i._I II;I' o THK. FTG. W/(4) #4'S cv 6 MIL POLYETHYLENE =F111-L,-I I- / I-I I-� EACH WAY (TYP. w N MOISTURE BARRIER -I -I III /� - 1=1 U T 8" FOUNDATION WALL /'! - OPPOSITE SIDE) 3 o Q �j m -___ • �, (2) TREATED 2X8'S AND I I > Q 3/8" EXPANSION a 1X10 TRIM BOARD, TYP. ( � T N Q FOUNDATION LEGEND JOINT FILLER a a 5'-0"x3'- (6)" THK. B FOOTING WITH (6) #4'S Ln PROVIDE TREATED7 SHORT W AND (4) #4'S C FOR FOOTING SIZE AND ; a I 5 SOLID WOOD I LONG WAY 5 REINFORCING, SEE a � GENERAL NOTES BLOCKING UNDER A d ALL COLUMNS (TYP.) CD5 3 — — w N I � � TURN DOWN SLAB TOL 3 Z 12"x16" SOLID 16"x16" SOLID 12"x20" SOLID 20"x2O" SOLID 3 3/4" = 1 �-0" �3' MIN. DEPTH s — BRICK PIERS BRICK PIERS BRICK PIERS BRICK PIERS SLOPE FOR DRAINAGE SEE OTHER WALL SECTIONS FOR ADDITIONAL INFORMATION O Q 11'-0 1/2" 10'-7" 1'-8 1/2'1, 1'-10" 8'-4" -4' 8'-4" 1'-10" 2 Z O � m z� < < � 23'-4" 21'-8" � r) Z 45'-0" O U - 0- O a_ L � Q O o N (n o BASEMENT AND FIRST FLOOR FRAMING PLAN 1/4" = 1'-0" Q OINDICATES THE NUMBER OF STUDS W UNDER BEAMS ABOVE Q � o w w m o oN O :2 oN 00 Z z CN N V) O O Q CD U Z W 3:: m Q o- 0 Q U p 12 2X6 COLLAR 10 TIES © 32" O.C. OUTRIGGERS DORMER BEYOND GANG LAM. FOR OVERHANG Z ROOF BEAM z W 0., o �D < COLUMN Z Z d w 00 00 (2) 202 (_ W 12 Iw-, zM 10 1'-7 1/2" TOP OF PL (� W E., 00 SECOND FL Z Q � M 18 GA. HURRICANEiv 2 2 DORMER UANCHORS @ 16" O.C. 5 WINDOW W Z 6 x SECOND FL 00T N SUB � 1 TOP OF FASCIA 3 5 3/4" PLYWOOD 5 I s ? 00 SECOND FL �o J (SUB) 04 W t� 1X12 WOOD TRIM -77TRANSOM ti 1 X10 WOOD TRIM - t� CUT TO RADIUSL CUT TO RADIUSN \ ® ENGI�� 1X8 WOOD TRIM _ WINDOW DOOR PORCH 8X8 WOOD COL. BEYOND I SHAPED wooD PORCH GREAT ROOM FOYER PORCH V) RAIL CAP U 01 1/4" PICKETS @ 5" O.C. OTREATED U (2 PICKETS PER STAIR TREAD BRIDGING rn AT STAIR) 1 SECTION FIRST FL (SUB) 5 U 1X6 OAK NOSING !- - (3) 1.75x9.25 2.0E MICROLLAM I_1 ! 1 1; ==III E 0' CARPET OVER 3 4" PLYWOOD " IIIco w / ''ISI I I_-1�1= =1 11=11-1=F > SUB FLOOR III-III-I =I I I-I I I: J n -III-III _ N _ � STAIRS -III=III=' ° � > m I I El 11=1 -1 I Z , El I El I I- o BEYOND I I AP ROVED AS DOTED f� c�".LYwlR MON RrQUIRED DATE: ! -27_I __ B.P.# � �� < s� f fa- FEE:�Lx-�.��- BY: - NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE iM1� rT^� rt FETf, FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FU4`T TO ( �{�TLfI 23�3 FOR POURED CONCRETE OF Tii'F 2. DOUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. �, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. O WITH ALL CODES OF _ . .._._ ..___-.._._... ._. _ _____.__.__ ____ __._..__... ._._._._. AND ONS OF _:— YURK STATE & TOWN CODE F- E- U I RE AS •� ___.____�___-_i_ __-- __-___-__-�__.-e__ _.-- ______- -_ ------------__-------� ------ ;,4'jTPLANNlNG V L BOARD ___ OUTH `•r-�,� —--- HOLD 1NN TRUSTEES - - - -- - - --�—-- -- - ------- ------------------------ -- - ---- - - - - _ — ------- -- — UT �" � - � S. .�.DEC _ r = z -- - - -- _--- - --- -- ---------- - --- --- ------_ -- - ------_-- - --- - -- --------------------------------------�-- ---- - - --... -----------------------_-_- --=_---------------- -_- --- 4= -- -- -- -- - -- --- -_- --- - - - - - --- - --�—_-___ --4= ---__ ----_-_- n---------------------- -..._- -�------�-----"--------....-�---- -_ - - �.-- --� --- - " ---- --- ---�---- ----- ---------_�- -- -- ---- - - -- ----- --- --- - -- ------ ­­ - - -_-_ - = _ _- — _ - _ _ -- - ------ _ - ------ - - -___..____ _ _________________ _ - -----. � --...----..__. __ -- -- — _------ ..-------...-- — --— -- � r,v f{. t z t ----- ------ - -- --- -- ------------------ - -- - ------ - - _ . _ - - - -- - - ; 7,FiCATION 0 - --- -------- -------------------------- - . _ <;0:`J7-EN7-BEFORE — J RING ' Y -- — ---- - _— - __- -_- Tr`. � ,.i� v ti ,�,�._ v'A�d`� { OCCUPAIVV -- - --- ---- -------------------------- - _ -- - _ ,, �,i= USED 114 MATER --- W - Li r='LV SYSTEM CANNOT - -- -- EXCEED 2/10 OF 1% LEAD. 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I, I -------------------------------------_____....._._...........-....._--------------._.._. s a I ________-_______—___._______.—___—_________.-- DRAWN BY: 3F 7/28/2020 LEFT ELEVATION SCALE: 1/4" = 1'-0" SCALE: SEE PLAN SHEET NO: C= i / Vol Z EXISTING RAMP O B / C ------ 3 7 / / 3 7 ------ 21'- 21'-10" 11'-3 " / 9'-11%" ; 9'-11%" 'olI " 8 -0 1' o I , A -- -------------------'---------- ----------------------------------- ----- -- - - --- ----- - ---.--- ----- CONCRTE_WALL_ ._ ._ . .. (4)2X10 ACQ GIRD)ER (4)2X10 ACQ GIRDER I /' / /', #4 BAR 6X6 POST ON 12"dia. 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OUTDOOR OUTDOOR SHOWER: i SHOWER ' SA 1 , ' 4X4 ACQ 3'POST w/8"PC PIER, BELOW GRADE / / i / /% fV / I LJJ CONC SLAB w/DRAINAGE TO DRYWELL PER CdDE L Z REMOVE EXISTING i vZ Lo MASONRY PORCH i Z ❑ N ---------------------------� —J x —� � Q -------------------------- O Cfl #4 BAR 3'X2'ACCESS / � / / � z , I 1 / I I I @12"OC (TYP) U p 1 i • I 1 i0 ,/," / / % j I /// co ' CUT BACK EXISTING WALL " I O EXISTING WOOD FRAMED PORCH i TO BE UNDER NEW SLAB ; 00 TO BE REMOVED .- EXISTING GARAGE #48AR ; '` ; O N°F= EXISTING WALLS AP GARAGE @12"OC i #4 BAR i ; XY,TO BE BUILT UP(OR�(EPLACED) (TYP) @12"OC / ' 1'0"+/.RE-POU R'SLAB AS - - - - --I----- ----------- - --- _... _.... ---{TY - - / / / I In I� REQUIRED v ,o ' . v-C >i v o G v ,v e v'G v} .Q y ? a, 6 cc --------------------------------------------- 41-411 1 161-71' zo ol ' I 12"dia.PIER w/' I O 21'-7" I 2'X2'Xl'FOOTING ¢ I Ln OH DOOR OPENINGS TO BE PARTIALLY CLOSED OFF ; 'I 'T BELOW GRAD4 AT BASE FOR HEIGHT ADJU�`TMENT.NEW SLAB TO NEW FOUNDATION WALLS TO BE I I _ _ -N 8"POURED CONCRETE,DAMPPROOFED i � (3)2X8 A Q GIRDER O ' CLOSE OFF AS OPENING A'S ADJUSTED IN FIELD. w/16"X8"FOOTING w/(2)#4 REBAR ' _ I #4 REBAR AT EACH SIDd3' _ _ _ _ _ OF OPENING(TYP) MIN. BELOW GRADE(TYPICAL) DRAWN BY. JF ' � I ' � I II II EXISTING DRIVEAWAYTO BE RAISED 10 10 , p (TO PITCH DRAINAGE AWAY FROM HOUSE) ; 2'-6'/z" 1O',-O" 9'-3%" ; 7,28/2020 GARAGE APRON TO BE RE-POURED(TBD) I I I I D SCALE: SEE PLAN I I ' 3 7 `-------- 3 7 `-------- 3 7 `-------- 3 7 FOUNDATION PLAN SHEET NO: SCALE: 1/4" = 1'-0" B C I 1 z I I 55'-0%" I O21'-10%" 21'-10" 11'-4" ; I I I I I I I c v I I I I o w I 1 1 I I I 1 t I I 1 I DECK ADDITION I I ' N EXISTING DECK ' I 1 I 1 1 I I 1 1 1 1 10 I � I 21-10% I I -.. II DECK ADDITION 00 2'-9Y2115'-1a/" ; 5'-13/" 8'-9%" I 4'-4" 13'-2" 4'-411 I ; Z Q Ile Ile V P961611R CW15 P561611L ' ~ i (2)2X10 HDR (2)iX10 HDR (2)2X10 HDR (2)2X10 HDR 1 _ - I / L'J I _o � z ! Zn1 N______________� 21 011+ I , U I O I ' , , I I � 1 (3)1-3/4X7-1/4 ML w/ 5/8"STEEL FLUSH BEAM 1 1 o REMOVE Ln EXISTING w ; ------- -__FIREPLACE ; x ' ------- u u STORAGE/ EX. BEDROOM No. 2Fjl� LINEN I w ; -- co I EX. LIVING ROOM W ; IJ w 1 .. LU 00 1 37 , - , 4-7 4 4-1Y2 i------------ '-\N-------------EX. DINING �� INING _ _ _ _ (5)1-3/4X7-1/4 ML w/(4)5/8"STEEL FLUSH BEP± ol 81-011 5/8"STEEL UPSET BEAM) W I LNDRY. _� ~ I `f' ROOM L PRC POSED OUTDOOR SHOWER o ; tu 2'4" I ' I EX. BEDNo. 1 H 5 5'-1" % -5-� - - - I - - - - - (2)2X8 HDR E cV / ; CW15 1 L , I , I N E ' BAH ' c7 S EX. GARAGE 4'-0" 2'-3Y2 8'-1111 `" No 1 1 Lu I BUILD UP/RE-FRAME EXISTING WALL HEIGHT u ; 5"w X 5"w X 3/8"t STEEL ANGLE CLIP ty (FOUNDATION)1'-0"+/-(TBD)AS�EQUIRED TO 1 I (EACH SIDE OF BEAM) I ♦ W RAISE OVERHEAD DOORSAND'RE-PITCH e 4'_gr�" ZD I KITCHEN Z DRIVEWAY TO DRAIN AWAY FROM HOUSE ' =o - _ f� 1 ALTERED(TB�) X W INSTALL 5/8"TYPE-X FIRE BATED oo SHEETROCK AND WALLS AS REQUIRED I i m ' ENTRY oyj I dia. ��•^' 10'-2" 6'-1" 7 co z Lo 5/8"dia.CONNECTION BOLTS 1 ; o ; N BATH N o. 1 D ASTM A307 GRADE A(60,000ksi) w ^' ------ ]3 ` V _ _ _ _ _ _ _ �3�1_3 4X14 ML URSET BEAM _ _ _ _ _ _ _ _ _ ° i , i 7 i w I WITH WASHERS AND NUTS I /[�. l/may/ Lo L @ 16"OC(STAGGERED)(TYR) _I X J I 1 , 1 I ...I < O O Cl ' -------------- ----------------------I------------------------ ' 1 /-� 1 `/�Jj� V/ � (2)2X10 HDR ; (2)2X10 HDR ( )2X10 HD 'N 0 (2)2X70 H ' 2'-811 ' , V J O `', , � I ' CW25 35 ' "" V-0"S/L 1'-0"S/L "" ' CW25 U 1 1 1 :ill Ilii I I 1 L O 1 0 1 , I I I 1111 1111 I I 1 W U) lD 1 , I I 1 till Y1 1 1 I 2'- 8'-93/" � 10'-9%" I 1 1111 g'�g" I I � 5'-7%11 I ' I I I 1111 1111 , O , I LL 1111 PO�CH 1111 1 , I I 2I II 1 I :111 —y-- 1111 11-711 I I 1 11 1111 ; � �+d 1 I 1 1 I 1 I rill.) I (2)11-7/81LVL HDR ivi 1 1 , -I -- - I 16'L0" 1 I 101-011 1 1 - lo---------- ---------------------- -------------- -------- I 1 I 1 1 ; tJti S( / 3 7 �-------- 3 7 •-------- 3 7 3 7 DRAWN BY: IF PROPOSED 1ST. FLOOR PLAN 7/28/2020 SCALE: 1/4" = V-0" SCALE: -SEE PLAN SHEET NO: - moa ------ B C 3 7 i-------- 3 7 V) ' Z ' O w 0 w Z z ' a w ® P4 z 7 A Z ' w ' W 0 M 3'-0"PLATE H�IGHT REPLACE EXISTING WINDOWS VoZ i N 0 ' CHIMNEY � ------- ------- FLUE(TBD) ------- ------- i A ------- EXISTING BEDROOM ; -------- ------- REMOVE EX.SKYLIGHTS 37 EXISTING DEN WINDOW REMOVE E�X.SKYLIGHTS TO BE CHANGED (TBD) ' - L m ; \ I o i i rI i N N � i , M E i e EXISTING BATH ; ALTER wIC ; ; i WIC ; i O 0 � ' i OLi 5'-4"PLATE HEIGHT ; 3'-0" 8'-7" 4'-8" 6'-1" w W —� z d. Z _J X J N QLo Q Q co 9 U, Fn m = Q :D U) 0 (.6 w LL 00 i d 37 37 37FES S�o a PROPOSED 2ND. FLOOR PLAN DRAWN BY: IF SCALE: 1/4" = 1'-0" 7/28/2020 SCALE: 'SEE PLAN SHEET NO: V) z O W �--- 0w< O -1 z Z z Z z P.4 w O V � V) o cn w Q 12 O / 12 2X10 RR @16"OC i Lu OL ui 12 Z Lo z .. W a) Lo 2X12 RIDGE co 2X12 LAYOVER PLATE U) u � 12 12 1.REMOVE EXISTING SKYLIGHTS THROUGHOUT.LOSE OFF OPENINGS AS REQUIRED '4 D /� w? �j"• 'Sa � N 2.REMOVE EXISTING ROOF SHINGLES.REPAIR OR REPLACE ANY NECESSARY SHEATHING,RAFTERS,FASCIA,FLASHING,ETC.AS REQUIRED/ 3.INSTALL NEW ASHPAHLT SHINGLES THROUGHOUT WITH UNDERLAYMENT. "7; : +- INSTALL PER MANUFACTURES INSTRUCTIONS. r• r , , 4.GUTTERS,DOWNSOUTS AND DRYWELLS TO BE INSTALLED PER CODE. DRAWN BY: JF PROPOSED ROOF PLAN 7/28/2020 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN SHEET NO: o I. LAY OVER PLATE TO BE BOLTED TO RAFTERS WITH 1/2"DIA. GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 12 EXISTING 4 t ^ 2X8 RR @26'10C v l 00--- 2) D 160 — _ (3)2X8 GIRDER II II II - EXISTING i 110X10 FG COLUMN w/6X6 ACQ POST 00 II II W P4 5/4 DECKING 2X12 ® rte, o 2X8 ACQ @16"OC RIDGE 12 h•'�1 Fes-' (3)2X8ACQ @160 .� 7 Z z s •c 12"dia _ .yOQ' `• ATTIC b. PIER 1� ® Z 3L4"SUBFLOOR n EXISTING 2'X2'X1' e FTG " _ " _ " _ " _ " _ " _ " _ " _ - _ " _ " _ " _ " _ " _ - 2X8 CJ @16"OC— 3 1-3 4X14 2X8 CJ @16"OC SOFFIT HEIH z H •` " — " - Z' j — - MATCH MAINN HOUSOUS E /� �TQ D. — " - - - - - - - - - - - - - " _ " _ - _ _ IVIL'BEAR71— " (TBD) 1 . hr••I O CROSS SECTION D U 3 SCALE: 1/4" = 1'-0" Vol � � • •. a a. GARAGE +I ® M 5/8"TYPE-X FIRE RATED SHEETROCK z N ON WALLS AND CEILING o BUILD UP WALL HEIGHT +I L AS REQUIRED -Z� BUILD UP GRADE t� hm FOR NEW DRIVEWAY NEW 4 Q "CONC SLAB TO PITCH TO OH DOORS 47 PITCH AWAY FROM HOUSE b- ---------------------------------------- ----------- b, ■ � ■ ■ �� ■ � Q -- --------- -------———————————————————————————----- EX. ----EX.SLAB • + - d O O CROSS SECTION A EXISTING � •°••n EXISTING 3 7 SCALE: 1/4" = 1'-0" 12 7 F�-QST/ NSR R (3)1-3/4X7-1/4 ML (5)1-3/4X7-1/4 ML w/(2)3/4"STEEL w/(4)5/8"STEEL EXISTING ' 4 KITCHEN ♦ �/ LAYOUT BY OTHERS __j L-1 L 12 W DINING ROOM 7 Z 2X8 ACQ @16"OC 2X8 FJ @16"OC EXISTING DEN F V (o Z Ln ° 2X8 ACQ SILL 4; � EXISTING °•c QP cRR W w N 4 c C� x be .o f b• b• b, ��\S�\� �4 O •; .� Lo 8"PC WALL •� •; O '^ c DAMPPROOF b ' ; EXISTING e; z W °• crtQo e 2"CONC.SLAB °: EXISTING • EXISTING EXISTING O �•� a • 8"PC WALL 16"X8"FTG U) cn•oc a b (2)#4 REBAR - 1 W . EXISTING a; LJL • BEDROOM No. 2 BEDROOM No. 1 26 8"FTG s #4 REBAR o - �+• !v�,� r�cj !f •';, LL c CROSS SECTION C O n _ i n 5/4 DECKING3Z4" i 4 ` 3 4"SUBF R SUBFLOOR � �•�� 3 7 SCALE. 1/4 - 1-0 2X8 ACQ@16"OC 2X8 FJ @16"OC EXISTING 2X8 FJ @16"OC (4)2X10 ACQ ' GIRDER 8"PC WALL ,' 27,8 ACQ PLATE .4b ° 2X8 ACQ PLATE .' ��•' y+;r' 6X6 ACQ DAMPPROOF ° ° . 8"PC WALL TERMILTE SHIELD EXISTING •` TERMILTE SHIELD POST b, SILL SEAL b. b SILL SEAL b•�DAMPPROOF v 2"SLAB ; O . CD ,p 12"dia.CONC. M 2"SLAB °•: = - - _ DRAWN BY: JF °• ° 16"X8"CONC.FTG. n) o PIER _ A ° (2)#4 REBAR 16"X8"CONC.FTG. ° 7�28�202� c a (2)#4 REBAR pd ' SCALE: SEE PLAN e; e; e e. a •• • a. • e • e. e D r ,p•� p•ao SHEET NO: B CROSS SECTION B 3 7 SCALE: 1/4" = 1'-0" O 3 03 11/4 11/4 11/4 11/2 V LAV. LAV. a Z W.C. SH WER 0 3 2 011/4 011/4 C.O. 3 REScheck Software Version 4.7. 1 w ■ ■ Hca'e ^ 11/4 �® � ' � � O 1 1/4 1 1/2 1 1/4 11/2() 11/41) 011/4 011/4 1 1/4 1 1/4 i ® w �}1 LAV. W.C4, ff�W.Ca LAV. LAV LAV SINK «d<t W.M. D.W. 13 FL____J_1 17�1 SHOWER SH WER Project 011/4 1 1/2 2 0.0.11/4 3 2 3 11/4 2 I C.O. 3 I C.O. Energy Code: 2015 IECC Z Q z 3 11/4 3 Location: Southold, New Yorkd F. V 0 Construction Type: Single-family 1 Project Type: Addition V, 0 Cn Q� , Climate Zone: 4 (5572 HDD) ® N Permit Date: z F—, 4 _ Permit Number: o (n SLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED 4"C.I. SEPTIC SYSTEM Construction Site: Owner/Agent: Designer/Contractor: w TRAP HOUSE PAGANO RESIDENCER 2335 CEDAR LANE PLUMBING SCHEMATIC EAST MARION, NY SCALE: NOT TO SCALE v.;. t.; , W a 77777 ✓FC hw Y+F»>f;✓v✓:d'.%»«la..:.'luv.F:C . rkd"Mra-w?,'tl ..a. Y, .. .. . Compliance: 1.3% Better Than Code Maximum UA: 75 Your UA: 74 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies 7" 777 Al „ a;... >. 4• 1u �pp lr- N, 2 k s f: '�sY'. •i t - r.. >t yc rr. 2" Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 233 21.0 0.0 0.044 10 Ceiling 1: Flat Ceiling or Scissor Truss 233 21.0 0.0 0.047 11 l l I I —� 2 Wall 1: Wood Frame, 16" o.c. 500 20.0 0.0 0.059 2417 , Window 1: Wood Frame:Double Pane with Low-E 54 0.290 16 SHGC: 0.31 O I I I O J• I ( I ( • . I ) • I •• ) ) • I ) • Door 1: Glass 42 0.300 13 I I I I SHGC: 0.26 FASTENER TYPE: SPACING: I ('I I / ( ( / I I No.8 WOOD-SCREW , , / 1 I �I ( I I ( Compliance Statement: The proposed building des IIloy�•�I i1J I I I (Il V,I••SIt'I� II(III(lI�I(III I(I I�/'I(I\1—�/II�\�I�I/�\I II'J��I III((fII 1 I) II I JI'I `n—II/I I'I/II I QCO\•I'1(�III •®(I I I'I III(III)I�(II (I I� III I\I • (/''/S I I IIII I/II I I II I1 I �II I/I/I\\\�®®®•®s /IIlI�/II!��/I II II ( (' ( •® IIII' II� I I1II(I(I II I ,®•® n describe ?ere is consistent with the building plans, specifications, and other BASED ANCHOR WITH 16"OC calculations submitted with the permit application. Th ,proposed21n.EMBEDMENT LENGTH building has been designed to meet the 2015 IECC requirements in REScheck Version 4.7.1 and to comply with the mandat -y requirements listed in the REScheck Inspection Checklst SCREWSNo.1WOOD- BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH I 1/4in.dia.LAGSCREWIt Name -Title Date BASED ANCHOR WITH tin.EMBEDMENT LENGTH ®® (�(LnD 3/4"APA PLYWOOD L Lo �CMLLL�D1JJ' 7 SHEATHING Z 1/2"APA RATED SHEATHING W (.0GRADE PLYWOOD I II I 1 ❑ (ALTERNATIVIVE:7/16"O.S.B.) _J X _J � '^, 1/2"APA RATED SHEATHING OO GRADE PLYWOOD11 (ALTERNAV7/16"O.S.B.) co FASTENER TYPE: SPACING: 2X4 DF#2 co O WOOD-SCREW STUDS Cn BASED WITH 10"OC WINDOW SILL tn.EMBEDMENT LENGTH • • TYPICAL WINDOW OPENING No.10 WOOD-SCREWS n C BASED ANCHOR WITH 12"OC I Project Title: Report date: 07/23/20 PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH Data filename: C:\Users\hand2\OneDrive\Documents\RESceck\PAGANO.rck THAN 4 FEET Page 1 of 1 / in.da. AGREW 1/- ' - "fit 1� BASED ANCHOR WITH 16"OC O I I I (•� Il j Il ( I Il W 2in.EMBEDMENT LENGTHCQL , I — li i ( — I Ti I I I I I I p I I I �• • • • ® • i w TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW *> AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"Oc THAN 6 FEET AND NUTS @ 2'0"O.C. 2in.EMBEDMENT LENGTH �j� No.10 WOOD-SCREWSN� BASED ANCHOR WITH 91,OC TYPICAL MULTIPLE OPENINGS (jf r't S�Q tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER BASE dia. HORWIT DRAWN BY: JF Q BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 7/28/2020 AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SCALE: SEE PLAN AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 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 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. SHEET N O. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. t O 0 O 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 \ ° ENDWALL RAFTER CRIPPLE STUD WALL STUD p ° BOTTOM PLATE o RIDGE i B ATHTUB Z HEADER LEDGER DOUBLE JOIST SIDEWALL O RAFTER •�•� JACK STUDS I FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT r CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER 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 g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER [APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC ® w O WALL STUD � THROUGH-ROOF EXHAUST VENTS SELECTED AND ` ' a w METAL STRAP LOCATED BY CONTRACTOR Z CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ^ RIM BOARD CHIMNEY AS REQUIRED �^ RAFTER Z � A WALL SHEATHING RAFTERS n rw, O VENTILATION WOOD JOIST ~ SILL PLATE(S) MAINTAIN SIDEWALL FLASHING FOUNDATION TOP PLATEBLOCKING /'� ' o FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING v CM STAPPING TO BE ATTACHED TO WAIL STUDS X48"OC BARRIER TO LAP FLASHING ; AT WALL -- MAINTAIN GAP 2x4 SOFFIT JOIST FR PROVIDED WITH A N AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND ATTIC SHALL z I�1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING MINIMUM NET FREE VENTILATING AREA FASCIA WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER O � INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS �I SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. r INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE •�•� 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3 4" x 18 a. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / �`„ ACTION / g EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS Q 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLOOR WALL � 0 OF FLASHING ROOFING LAPS BASE , ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, 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 WOOD JOIST TOP PLATE GIRDER/HEADER SIDE WALL FLASHING 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 ( D AS TO FORM DFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO RAFTERS RAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS CONNECT EACH / RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-112" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2 CONFORM TO SLOPE / " HIGHER THAN LVL HEADERS 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 ry DBL. SILL PLATEW TERMITE SHIELD SILL GASKET �— SUBFLOOR WOOD JOISTS � 7 me— NEOPRENE ; TYP. CONC. FOUNDATION ^ CONC. SLAB GASKET -��. 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR 6 MIL. POLY V� IRE I V GRANULAR FILL a BOLTED TO STEEL BEAM WITH (D Z 7 Lo Lo 61vIIL POLY ON EXTERIOR \, " DIA. BOLTS 48" ( z T_• V STEEL COLUMN D I . ` 1/2 o.c. STAG. W (o ^ N A ° ROOF JACK ♦ �` c V CONC. SLAB ' .0 c° ' I I �\� �. �' �� STEEL BEAM (3J X J Lo a n ANCHOR BOLT EMBEDMENT: �. O r V COMPACT FILL r POURED CONCRETE: 7" ` 4" x 1/4" x 8" STEEL �n O '� ,y D BLOCK WALL: 15" ROOFING LAPS . I TOP AND BOTTOM PLATE v� z m Z KEYWAY FOOTING o V / x 6" ANCHOR BOLT e ° 4 ° 7 ~ FLASHING AT �� O r o �.^ I.- ra CONC. FTG. p Q`p G c' SIDES AND TOP WITH 1 O ° : O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS �`� 1/2" GROUTIL '^ O � o • (USP LBPS58 OR BP583) �Eo^, O REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN vJ DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) W SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC 0 � 1()F N, , TYPICAL BEAM DETAIL J` SILL PLATE TO FOUNDATION ` r-'o% ®' TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES I 36" OC STEEL BOTTOM BEARING 1vC�'``. 1 r �1 WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION W ��� � 4• � �� SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL :�.: ' f �-- SUB FLOOR CONC. SLAB 6X6 10/10 WWM I I DOOR FRAME r 4 COMPACT FILL ' ARAGE I JOIST OOR USE 2X8 STEEL B EAM FOR BLOCKOUT P.T. PLATE ` ` ` W/ '6X6 SLABW/ M I I SLOPE DRAWN BY: IF ' < 4 DRIVEWAY —® (WITH A NAILINGNPLATTE IFTNEEI HEGHT 1/2" AIR SCE DED PAI 0 GI ° n AT END AND2" • a °a s ° _ THAN �,Za ES OF WOOD uD ' D ° �•° ° STOEEBLEBEAMOX.TO 1/2 TOHER 7/28/2020 GRADE a --�------«----- BEAMS I LI EI a • ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) •�•o Da o 6X6 W.W.M. o D o12" I =ll =i111='TE SCALE' SEE PLAN MIN. NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM SUBFLOOR REINFORCING BAR REINFORCING BAR `NOTCH EQUALS 1/4 DEPTH OF BEAM 111 I I ,JOIST DRAIN TILE o SHEET METAL / 30# FELT UNDER BEAM AT POINT 1�I1 ° . a���A °° � °° � I Im� (� STEEL BEAM SHEET 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK LLiii=iii=iTi_iTi_iTi�ii-it V H E ET N O. I.,.° 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET 0 CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION . AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER ICESHIELD FLOOD WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNE N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIREDUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS C APAC ITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. . 4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. 40 LEDGER HEADER O RIDGE DECK.AND COVERED PORCH NOTES: i). Un iess ot::er,v�se^V.r_U, K; ;fronting material to be#1 ACQ pressure treated lumber. Z_ All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA.BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. L O STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. J ® W ROOF I LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD �••�i Z 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing � 1-1/2"SPACE and over the ledger.Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. a w MINIMUM 6).Concrete piers shall be a minimum 6"above grade. Q r Zj HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored v to girder(s). z A Z RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. < w O 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal V POSTfor any contact with ACQ. /� Ln TOP PLATE v Cn TOP PLATE A ® M BALUSTERS z N RIM/DECK JOIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD 0 All required handrails shall be of one of the following types O or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I.Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ..e OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATEperimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN. 2 1 than 6-1/4 inches with a maximum cross section of CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2"DIA.GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. EACH RAFTER PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECTTO PLATES TO EACH STUD 2).Type II.Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 4 DIA.MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the tallest portion of the profile.The minimum width of the GIRDER/HEADER 0 handrail above the recess shall be 1-1/4 inches to a ° maximum of 2-3/4 inches. Edges shall have a minimum Z ° O JOIST POST/COLUMN o radius of 0.01 inches. o ° ,`O POST/COLUMN NAILING SCHEDULE GIRDER/HEADER ROOF SHEATHING: JOINT DESCRIPTION QN SPACING NAIL NOTES POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 , LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECWPORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV.BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPA ING NOTES RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMOI, RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL 'Q TOP PIATE�10'WALL:4-8d COMMO I JOIST A CEILING JOIST TO AS PER TABLE 3.7 EACH FACE W o ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE W GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE z OVER PARTITION WFCM-SBC LAP NAIL 7 Lo COLLAR TIE AS PER TABLE 3.4 EACH FACE ° TO RAFTER WFCM-SBC END NAIL Z ° WOOD JOIST .;��r BLOCKING 2 8d COMMON EACH TOE ZW r TO RAFTER END NAIL (0 Q N X LEDGER RIM BOARD I I CONCRETE PIER ••'°."" TO RAFTER 2-16d COMMON EACH END END NAIL Q X J LO ° GIRDER/HEADER II O O Z WOOD JOIST •,> WOOD JOIST WALL FRAMING: Z CO " •'> " , JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING '/� O r DOUBLE 2x TOP PLATE TO PER ^ ^ O FLUSH JOISTS WITH HEADER/GIRDER I (MINIMUM) TOP PLATE 2 16d COMMO FOOT FACE NAIL v, it CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION W I TOP PLATES AT JOINTS FACE THE PROPER STEEL CONNECTOR. 4-16d COMMO LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA.SIDE NAIL IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAM$ PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD STUD TO 24" FACE 2-16d COMMO O REQUIRED II O.C. NAIL (3) BEAMSPAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE FOR STU HEADER TO 16d COMMON 16"O.C. FACE HEADER ALONG EDGES NAIL FLASHING TUCKED UNDERS I 'G\fir F7 ;^s I TOP OR BOTTOM 2-16d COMMOP I PER 2x4 STUD END . TOP PIECE OF SIDING AND PLATE TO STUD 13 -16d COMMOr I PER 2x6 STUD NAIL r LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD PER FLOOR JOIST, BAND JOIST, 2-16d COMMO FACE NAIL C. END JOIST OR BLOCKING CNW COUPLER NUT CO DIA. LAG BOLTS G.W16"0( DECK FRAMING: 1'(�F qC1{ CONNECTED TO BLDG. @16"O( POST SPRINGER @16•oC MINIMUM 5: t (2)THRU- END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES `7 BOLTS 1 QTY. SPACING PB44 POST a ' p JOIST TO: PER TOE ANCHOR "dia. - �]p FLOOR FRAMING °oe•D PIER 16"TREAD -' .- - o •Q Q DINIMANCE v � sp• � � SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL DRAWN BY. JF 2x JOISTS E BRIDGING EACH TOE GRADE •, o CONC.SLAB ,�,.¢4. ' :• •o • ' •••• CONCRETE FOOTING .. a ' �.. •a�' • TO JOIST 2-8d COMMONEND NAIL _ °• (AS REQ.) "g;o• •' ": ••$' c c A BLOCKING EACH TOE 7/28/2020 a% Pq TO JOIST END NAIL 2-8d COMMON BLOCKING FOR JOIST HANGER ' dia. •0• 'p DECK PIER A LAG BOLTS •p p CONC. ;, �° PER PIAN BLOCKING TO: 3-16d COMMO EACH TOE • e 3'-0 :-4e PIER P a9 HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL SCALE. SEE PLAN RIM JOIST/BD. n . , SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE ° CONNECTION INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG. TO BEAM 3-16d COMMOJOIST NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE 3-Sd COMMON 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL SHEET N O. DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST TO JOIST 3 16d COMMO PER END JOIST NAIL BAND JOIST TO: 2-16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS: GE,' NERAL NOTES_ 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 RESIDENTIAL DWELLING When a collar tie is used in leu of a ride strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE g p. q (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT • TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally aCCE!pted 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 FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES ' Vol 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 LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 Z 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 UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 h shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) sound and a weatherproof completed product. P O OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS 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 INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS (PLASTER,STUCCO) U360 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 FIRE ESCAPES 40 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 EACH TOE CONCRETE WALLS (6"THICK) S5 CEILINGS (GYPSUM) L/240 2 - sd COMMON GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 accordance with table 3.3. TO RAFTER END NAIL GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS PLASTER, STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 200o1bs 4 WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 (DO NOT SCALE DRAWINGS). ) TO RAFTER END NAIL NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift 4). The designer leas not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 W 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 NAIL STAIRS 40 0 P Y J ® W >-I 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 NOTES ROOF (GROUND SNOW LOAD) 20 QTY. SPACING Z Z 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 TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMO specific use expressed or implied in the use of these plans. anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION I-a w 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Q Z INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE �•/ 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO " FACE ^ Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON 24EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Z � A Z or exceeds manufactures specifications and applicable codes. YP STUD O.C. NAIL Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. w attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION 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 5d cooler nails at 7 o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. V ~ P 16d COMMON SMOKE & CO2 DETECTORS such as bookcases, shelving, ant edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL pantry, closets, trims, etc. g W M in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION kf1 0 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 ZM 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: CV E-4 FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON1 PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O � 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 0 determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING; LINE TERM,,; L` DECAY DESIGN UNDERLAYMENT � w LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL .,_., 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY SPACING NOTES MODERATE SLIGHT TO - 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or mason walls occurin in exterior or unheated interior areas. ) SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: masonry g 8 . CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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. Bi-OCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JC1ST END NAIL 9). CATHEDRAL CEILING ASSEMBLY: poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs SEE NOTES: 1 ( BOTH FIELDS) o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO- EACH TOE INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. to be minimum -1/2 inch thick. All fill to be compacted to 95% relative density with g SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge 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" O. . 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 - 16 d COMMO JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON the below grade portion of exterior walls prior to backfilling. g g TO JOIST _ JOIST 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, BAND JOIST TO: 2 - 16d Cr'MMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE FOOT SEE NOTE: 1 Girders on concrete piers shall be anchored with proper steel connectors anchored -- - 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. UJ 1). All framingtE!chni ues and methods as prescriptive design of current SBC High Wind „ „ NAIL NAIL q P P g g 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. JOINT DESCRIPTION QTY SPACING � Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. 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: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls., ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL �- W otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 1?_" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) W where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. WALLBOARD 5d COOLERS 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 t z Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 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: _ NOTES vi � � 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 openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL W (� N QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. J X J STRUCTURAL AS PER TABLE 3.9 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. Lo 8d COMMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall Q O 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS NX)FCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES be used. m 7/16" OSB 6d COMMON 3" O.C. EDGE O 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 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 U. O M Floors to have ceramic tile 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. on plans. WALLBOARD 5d COOLERS 10" O.0 . FIELD U) ft: 0 (.07). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3). For exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. other access o E�nin sunless otherwise noted (typical). - LLP g 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 0 elf JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8 . Dormers running u roof rafters are to be supported b double rafters on either sde provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. g P PP Y state code and manufacture's recommendation for maximum hole size and spacing permitted. ��,, 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. " where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR HVAC SYSTEM NOTES sd COMMON (5.7 SQ.FT.2ND. FLOOR) Provide blocking/bridgingin floor joists at 8'0 o.c.. Use solid blocking in floor joists 1" OR LESS 12" O.C. FIELD ` MIN.44"SILL-AFF :; %� ;F'; �' NYS Residential Code R302.11-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 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. `,`-,. � � ;.. ,h• CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. o' ' •' 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1). In concealed spaces of stud wars and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 '7 equipment supplier. feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fil 1). Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide finals stem layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing SOIL COMPACTION: P Y Y g P g g �i 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN BY: JF Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. 12). Unless othE�rwise noted use 3/4�� thick T&G PTS Fir or Advantech plywood subfloa- shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with P'L400 adhesive and screwed to floor joists. Finished floor to be installec ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 7/28/2020 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. p such as shear plates, Shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 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 SCALE: SEE PLAN 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls ani 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 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. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or SHEET N O. 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 torch down typE material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO COVER TOP ,� i