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HomeMy WebLinkAbout45154-Z �o�guPFOd,{�Cp�� Town of Southold 1/30/2021 P.O.Box 1179 CIO ' 53095 Main Rd dap Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41798 Date: 1/30/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1700 Cedar Dr, Southold SCTM#: 473889 Sec/Block/Lot: 78.-8-17.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1 7/30/2020 pursuant to which Building Permit No. 45154 dated 9/1/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: fireplace/chimney addition and finsihed basement, including recreation room with wet bar(non-cooking) bedroom and bathroom, to an existing one family dwelling as applied for. The certificate is issued to Tatelman,Jacqueline&Scot of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45154 10/13/2020 PLUMBERS CERTIFICATION DATED 10/9/2020 ma ' Plumbin c. t o e Signature .raw, TOWN OF SOUTHOLD O�gUFFO(,�cQG� BUILDING DEPARTMENT z ' TOWN CLERK'S OFFICE oy • � yfiti 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#: 45154 Date: 9/1/2020 Permission is hereby granted to: Paskewitz, Scott & Patricia 29 Brixton Rd Garden City, NY 11530 To: construct alterations (finish basement) to existing single-family dwelling as applied for. At premises located at: 1700 Cedar Dr, Southold SCTM # 473889 Sec/Block/Lot# 78.-8-17.1 Pursuant to application dated 7/30/2020 and approved by the Building Inspector. To expire on 3/3/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $652.40 CO -ALTERATION TO DWELLING $50.00 Total: $702.40 B ing Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HAIL 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-0 form). - 3. Approval-of electrical installation from Board of Fire Underwriters. - --- ---- 4.----Sworn statement fromplumber certifying that the solder used in system contains less than 2/10-of I%-lead.- _- _ ---5. Commercial.building;iridustiial_buildirig;multiple residences and sixriilar 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 Apri19,1957)non-conforming uses,or buildings and"pre=existing"land uses:: -- _______-_.1�Accurate_survny_of_property-shawingull-.propertylines,streets,building and unusual-natural or_topographic_ _ -_ features. - ___2. :A properly-completed application.and-consent-to inspect signed by the applicant.If-a Certificate of Occupancy is -- - _ - - - - denied;the-Building Inspector shall state the reasons therefor in writing to the applicant,-__ _- - - ---- — - _ .C. Fees - - -- _ a .te cupancye >z� lluig$3�2:00,Additions to dwelling$50.00,Alterations to dwelling$50.00, - 50wimmingpj9r - -00,Additions to accessory building$50.00,Businesses$50.00. _ Certificate of Occupancy on Pre-existing Building- $100:00 3. Copy of Certificate of Occupancy-$:25 Updatio -_ trt� q_upaiicy=X50:04;= - -_ tSemnorarCertificate of Occupancy-Residential-$15.00,Commercial$15.00 Date. Construction: Old or Pre-existing Building: " (check one) _ _Loca_tionofProperty: 1700-: =_-- Authentisign ID,36FO53EF-DODE-4CC9-6F4E-ODCC9OC64D2C Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Patricia Paskewitz residing at 1700 Cedar Drive,Southold -(Print property owner's name) (Mailing Address) do hereby authorize McCarthy Management,Inc. - - (Agent) - -- - to apply on my behalf to the Southold Building Department. Authenfis*N ��,�P"�� 06/19/2020 — -- — e�a, e n - -- (Owner's Signature) (Date) Patricia Paskewitz (Print Owner's Name) Authentisign ID:13648806-462E-4DCB-BA92-6EA20937E532 CONSENT TO INSPECTION Scott& Patricia Paskewitz the undersi ed do es hereby state: Owner(s)Name(s) -- - - That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at 1700 Cedar Drive, Southold, NY 11971 _which is shown and designated on the Suffolk County Tax Map as District 1000, Section 78 , Block 8 ,Lot 17.1 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: To construct a finished basement __- -_--- -1hat the-undersigned-do(es)hereby give consent to the Building Inspectors of the Town=of-Southold-to enter upon the above described property, including any and all _--buildings-locatedtkereon,-to conduct such inspections as they may deem necessary with _ respectta foresaid_application, including inspections to determine that said premises - - = - -_--`=eomply�vith^all-o£theldwsrordinances,rules and regulations of_the Town of Southold. _The-undersigned;in consenting to such inspections,do(es) so with the knowledge _and understanding-that=any_information obtained in the conduct of such inspections may _ - be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. (�AUtI1BlIFISIGM - -7-- x06!_19/2020 LSCatt Pa6ffeutft -Dated:-- --�- _ 8/192020 11 34.56 AM EDT - (Signature) Scott Paskewitz (Print Name) (Signature) Patricia Paskewitz (Print Name) ®�pE SOUp�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a sean.deviin(a)-town.southold.ny.us Southold,NY 11971-0959 C®0 9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jacqueline Tatelman Address: 1700 Cedar Dr city,Southold st: NY zip: 11971 Building Permit#. 45154 Section: 78 Block- 8 Lot- 17.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KV Electric License No: 55844 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 22 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2Q 4'LED Exit Fixtures 11 Pump Other Equipment. Notes: Wired Finish Basement Inspector Signature: Date: October 13, 2020 r S.Devlin-Cert Electrical Compliance Form As 1 s so !d Town Ball Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD � j i 3 CXR-TIF><_CATION Date: ---1 Q/90020 i Building Permit No. 45154 I Owner: Pre__viou—s owner Paskew_itz. Nw _ew owner Tatelman (Please print) Plumber: Samaritan Plumbingjnc. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. '�+�...) l .0 14 (PlumUrs Signature) Sworn to before me this 16 day of ® 20 a 0 L o CT 1 9 2020 Notary Public,- Suffolk -- _ =county THOMAS I McCARTIV Notary Public,State of New York Suffolk County-No.5004790 commission Expires Novemb3r 23, ho��pE SOUlyo6 �7 1 f-7&0 # # TOWN OF SOUTHOLD BUILDING DEPT. `y�ourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION rELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS: OV1 e1,A101 A �o6d4-1 o clal , a� ose 4-4Ac2 �axl-o ?2 w I'd e o I DAVE INSPECTOR <S a0E SO//Th, * # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING IV FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK mw WCA 006 AM rV'i DATE I 41201D INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [- I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 1� __[ ] PRE C/O REMARKS: ✓IlC�!�G� ( i�► t1n0�, �r' i DATE 161160 >0 INSPECTOR oF souryo6 H I S � # # TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 4SPECTI.014 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ - ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION r1lPRE C/0-47 REMARKS_ : Aj J,NZ � f YKI lhv `� e �f or ke fif"STdr !J �� ® ;k C DATE INSPECTOR Of SO(/T�o [l # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H PL13G. [ ] FOUNDATION 2ND- [ ] ISULATIOWCAULKING [ ] AMING/STRAPPING [ FINAL FIREPLACE & CHI Ems-- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: hM� DATE INSPECTOR a f l� ■11 .�1 t• i I FIELD INSPECTION REPORT DATE CONAMNTS FOUNDATION(IST) ----------------------- FOUNDATION(ZND) -Gv 'WA N w� c � . ROUGH FRAMING& eo � PLUMBING H INSULATION PER N.Y. STATE ENERGY CODE h FINAL 1 �� a ADD ''IqN� , G` MIME TS LUZ �t O V s - �' H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO.1 Check ! ! Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate t Truss Identification Form Storm-Water Assessment Form Contact: Approved 20d—l� Mail to: Disapproved a/c I Phone: Expiration ✓ V,��O�� ,'ll 1 B s for nD DAPPLICATIQN FORBUILDING PERMIT AUG e 4 202 Date � , 20AQ BU,DING DE• INSTRUCTIONS ais''aplica#oi% ?�T�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', ! ,, , i- ;, 1 I c.The workicovered 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 inspector's ion premises and in building for necessary inspections. ! (Signature of applicant or name,if a corporation) McCarthy Management, Inc. 46520 County Road 48, Southold, NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Scott& Patricia Paskewitz (As on the tax roll or latest deed) If applicant is a joJ*A� -yauthonze officer (Name and titl corporate o icer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1700 Cedar Drive Southold House Number Street ;�! Hamlet County Tax Map No. 1000 Section 78 1 Block 8 Lot 17.1 it Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single Family Dwelling with swimming pool b. Intended use and occupancy Single Family Dwelling with finished basement and swimming pool 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work Finished Basement (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 0 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 40.7' I Rear 35.5' Depth 37.3' Height Number of Stories 2 Dimensions of same structure with alterations or additions: Front 40.71-1 -Rear 35.5' Depth 37.3' Height Number of Stor�es�z `�1 '2 f '^� 8. Dimensions of entire new construction: Front l Rear , �P i Depth Height Number of Stories ' ''' ' • � 61;x,- - � 9. Size of lot: Front 125.6' Rear 127.91 -Depth 421.28' 10. Date of Purchase 7/24/2019 Name of Former,Owner Robert& MarilynBehrman >' 11. Zone or use district in which premises are situated R-40 I 12. Does proposed construction violate any zoning law, ordinance or,Peegulation?YES: NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X Scott&Patricia Paskewltz29 Brixton Road,Garden City, 1153& 917-838-7732 14.Names of Owner of premises Address one V0. Name of Architect AMP Architect Address 1075,Franklinville Rd,Laurel phone No 716-572-4741 Name of Contractor McCarthy Management,Inc. AddreSS46520 CR48,Southold Phone No. 631-765-5815 i 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES No ' X *IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. I 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk J L V being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. i Swo o W16re me this i da of 20 d O TH kS J.McCARM > � Nota uNotary Public,SM d New York Signa e o Applicant Suffolk County-No.SON790 ^^^':=n Expires November 23,19 �3 Sep 03 20, 19:45P.1 � Do 0 t lei' �-, • , 'SVfpl,f Ole, , BUILDING DEPARTMENT-Electrical Inspecto �O® �Gy •:, TOWN 01-50U,11"OLD -} Town Hall Annex -54375 Mair Road - PO Box 1179 411�y fi Southold, New York '1971-0959 � Telephone (631) 765-1802 - TAX (631) 765-9502 ra err southoldtownn ov- se d southoldto n . ov APPLICATION FOR ELECTRICAL INSP CTION ELECTRICIAN INFORMATION (All rnformation Required) Date: q— --z o Company Name: Name: �jc}sE Ulf License No.: �,�$��¢ email: Address:. (40.S*- CfA+fA AU67 EWCEM IL-716 16 Phone No.: JOE SITE INFORMATION (Ali Information Required) Name: ' 4ft-f6-.-f� ��rtf � � C'G _ Address: (1-e 1. (- Cross Street: y r- ,u-1 Phone No.: ,j. ?7-0P6 6 _ Bldg.Permit#: email: Tax Map-District 1000 Section: Block: _ LcLu BRIEF DESCRIPTION OF WORK (Please in Clearly) -= c'�l Circle All That Apply: Is job ready for inspection?: YES 1 NO ROLigh In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: _ b0 A #Meters Ofd Mete ew Service Fire Reconnect-Flood Reconnect- Service Reconnected - Underground -Ov 3,-rhead #Underground Laterais 1 2 H Frame Pole Work done on ervice? Y l Additional Information: 1 (' .P66EX .-t4 11 PAYMENT DUE WITH APPLICATION Request for Inspection Fotm.xls j PERMIT# Address: Switches Outlets GFI's Surface Sconces I HH's-g7,�- UC Lts Fans Fridge r HW Exhaust Oven Dryer Smokes DW Service Carbon 1 Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments ��r��� (ICS Jr � � )` ar ,s` G,�`� I' McCarthy Management Inc. . 416 ,210��Route`48 S'bu�thod, NYU1971 j'q �iiilpl I June 30, 2020 To my favorite permit reviewer ! A brief explanation of this application. , This application is for a finished basement with a bedroom. This room has an egress windbw t6 code. We have an existing building permit# 43938 for a single family residence that has five bedrooms.We have submitted,revised architectural plans for this residence to only have four bedrooms between the first and second floors.This basement finish plan adds one bedroom to these four making it a 5 bedroom home.- copy enclosed We have i,a 6 bedroom SCHD approval,copy enclosed. Please call my cell with any questions 516-779-6386 1, J U L - 2 2020 it I BUMMING DEPT. 771,CPDD Thomas J. McCarthy McCAR7HY MANAGEMENT, INC. , 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 D DATE - -JOB NO (631) 766-5815 FAX-(631) 765-5816 'ATTENTION TO RE: ` , /7. f��iU/ $� 00, WE ARE SENDING-YOU ❑ Attached" . ❑"olJnder separ""ate over via' the following items: K ❑ Shop drawings-' ,`,, Prints ❑ Plans O,Samples " " ❑ Specifications , '❑" Copybf"letter� -Q. Change order', ❑ •• • • • IV THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubm copiest oval w ❑ For your use El Approved as noted El Submit `copies for distribution ❑ As requested ❑ Returned for corrections ❑ Returncorr car , > _ fig ...- t ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS M Al lA I ' DPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCAR IM MANAGEMENT, INC. 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971- - :t _ .. DATE ✓© l J JOB NO', , (631)765-5815 FAX (631),765-5816 ATTENTION ITO �`s.- RE , C> © ,0�CY :, �01(� WE ARE SENDING YOU ❑_Attached ❑ Under separate cover via the`follovving iterns ' ❑ Shop drawings` ❑:,Prints ❑ Plans 2 ❑° Samples ❑° Specifications ' ❑,Copy of letter ,❑-Change,order �❑ COPIES D' ) B [ THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS �1 / SIGNED. if enclosures are not as noted,kindly notify us at once. McCARTW MANAGEMENT, INC. 46520 COUNTY ROAD 48 , SOUTHOLD, NY , 11971 ,' " DATE _JOB NO v , (� 1) 7i5-5815 FAX (6 1) 765=5816r ATTENTION ,5 TO e}- Ad- '61"°\ RE VN_1 0 ld ti�o °1 t WE ARE SENDING YOU ❑•Attached°- ❑ Under separate cover via 777 the following items: ❑ Shop drawings "` " El:-Prints- k ❑ Plans ❑ Samples ❑ Specifications 11 Copy"of letter 0,Change order ❑• " COPIESDATE NQDON� • KID �l l L b Io THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS i 1�, t r-~,�^�.i it I Y•`t J�/ AUG 2 7 ?nen - r COPY TO SIGNED: ^� as noted,kindly notify us at once. McCARTIIY MARAGEA Elff, INC. r ,ax 46520 COUNTY ROAD 48 _-Mm x SOUTHOLD, NY 11971 DATE JOB NO , (631) 765.5815 FAX (631) 765-5816 ATTENTION TO /t1 RE A I p WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ w077 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS 'tit i S b.� 93 2020 J l_`-ter Y��,7✓a y�`y y e i„ a:a a.aliN COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCAR'HY MANAGEMENT, INC. 46520 COUNTY ROAD 48 r SOUTHOLD, NY 11971 FAX DATE o JJOB NO " ' (631) �TiS-5815 FAX (631) 765'5816 -, - ATTENTION TO �� RE: •• V-7v oP_eATALA = r WE ARE SENDING YOU. ❑ Attached , '❑ Under separate cover via the,following items: [IShop,drawings-, ,El,Prints ;., ❑ Plans ❑, Samples ❑' Specifications - ;❑ ;Copy of letter - r - Gh°Chahge.orderc ❑• - COPIES' NO. • PTION. n la � MAI THESE ARE TRANSMITTED as checked below: , — I r� C -AA i �1 ElFor approval ElApprove as submitted t 0r)Resubmit o ie for approval ❑ For your use ❑ Approved as ted ❑ Submit copies r distributio ❑ As requested ❑ Returned for correctio ❑ Return correcte s ❑ For review and comment ❑ ❑ FORBIDS DUE ❑. PRINTS RETURNED AFTER LOAN TO US REMARKS ,!�> 6w NOV 1 2 2020 COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. EL 58.0' \ UP 2.2'W Excavation Inspection Required' \ 3.2'3 For Sanitary System \ By Health Departm t \ Soo• N. \ � Qo \ \ / N/O/F \ / C & R HILARY DWELLING SUFFOLK COUNTY DEPARTMENT OF HE ER11dGSS � WELL PERMIT FOR APPROVAL OF CONSTRUCTION FOR \ \ M 3.0,SINGLE FA ILY RESIDENCE ONLY 4 1.3' ROOF t ?1.28, • OVERHANG 2 JUN 2 l 2014 )ATE .S RE{r• NO. A0 EL 56.2' ,PPROVED FOR MAXIM/M OF BEDROOMS' C �ROHILARY / EXPIRES EARS FROM DATE Of .r�iROVAL VACANT Revised Plan Agpr/ ed NAY 3 1 2019 UN ` moiresul / �.,,,,. COI.MErz CMF ,. N. . . LIC. NO. 49611 P R VEYORS, P.C. AREA= 1.2048 ACRES (631) 765-5020 FAX (631) 765-1797' P.O. BOX 9091230 ry ry ' SOUTHOLD�N. 11971 T 0 r �� (`J- OENER,2�La 5""r1 50L f<EY : EXI5TIN TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR yM w/ BATTERY BACK-UP I EXISTING TO REMAIN LAPPOV�ED AS NOTEDCARBON MONOXIDE /LNEW WOOD FRAME (L.G. GO DETECTOR 'lSTL. WHEN APPLIGABL_E) DATB.P.#NEW PARTIAL HEIGHT HARD WIRED 5MOKE AND CARBONSM/GO MONOXIDE DETECTOR COMBO OBY. WOOD FRAME (L.G. STL. w/ BATTERY BACK-UP NOTIFY BUILDING DEPARTMEN T WHEN APPLICABLE) 765-1802 8 AM TO 4 PM FOR THE NEW FOUNDATION WALL ® 50 C.F.M. EXHAUST FOLLOWING INSPECTIONS:FAN w/ DAMPER I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 50 G.F.M. EXHAUST 2. ROUGH - FRAMING & PLUMBING MIN. (2) 2"x4° 5TRUCTURAL FL FAN 8 LIGHT COMBP 3. INSULATION P05T FOR 4" WALLS w/ DAMPER (MIN. (2) 2"xb" STRUCTURAL 4. FINAL - CONSTRUCTION MUST E COMPLETE FOR C.O. P05T FOR b WALLS), U.O.N. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW F — ] YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. FOUNDATION PLAN NOTES � I COMPLY WITH ALL CODES OF w DOOR NOTE: O I. INSTALL NEW INTERIOR DOORS WHEN GALLED I NEW YO R K STATE & TOWN CODES OUT ON PLANS BY 'JELD-WEN'(OR EQUAL). 2.DOOR TYPE TO SELECT I S REQUIRED AND CONDITIONS OF ~' 3.INSTALL AS PER MANU SPEC.'S I n' �^' � I~'1^n I'�hLu SMOKE DETECTOR/GO DETECTOR NOTES: O NrrIr-^ p . �tiN G BO I. CONTRACToR SHALL PROVIDE CODE COMPLIANT SMOKE/CARON MONOXID:COMBINATION DETECTOR SOUTHOLuiON' TRUSTEES HARD WIRD TO EACH OTHER w/BATTERY BACKUP. ' - 2.INSTALL ALL AS PER MANU.SPEC.'S ' D U J Q 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IN COMPLIANCE WITH LOCAL CODE NEW EXHAUST FAN SHALL BE INSTALLED WHERE 3 0 C C U PA N CY 0 R OVENTILATION IS NOT MET BY MEANS OF NATURAL I CIRCULATION THROUGH WINDOV5 OR DOORS TO OUTDOOR SPACES AS PER,NYS MECH.CODE SECTION 403.32.3; I I USE IS UNLAWFUL INSTALL AS PER MANU.SPECS EXIST.FRAMING d INSULATION R-II AS PER NEW WITHOUT CERTIFICATE OF OCCUPANCY O BUILDING FILE I I- II MECH. ROOM DOOR: O SQxba SELF-CLOSING AIR SEALED DOOR ELECTRICAL INSPECTION REQUIRED II PLU+".`.'-MR CERTIFICATION _. =''='LtJrAQjN1��.,{ : . ON LEAD CONTENT BEFORE ALL PLUMBING WAStE - — - &WATER LINES NEED,':. 4 CERTIFICATE OF OCCUPANCY TATI�lG BEFORE COVERtN6'.4 SOLDER USED IN WATER SUPPLY SYSTEM CANNOT 4 EXCEED 2/10 OF 1°/o,LEAD. '31ovrer door -nd ductwork NEW testing requircd. RECREATIONAL -- -- - -- o ROOM FINISHED k -- HEATED n � QQ - I I 4 YJ� 4 WET BAR 0 - -- — — - -- - - - - Q U - - - - EXIST. EXIST. DN p� In a I xI NEw m N)=W FE MACE - - - _ - - - - B Flxs BATHROOM 5) - - - - I'r fl6 51 50.17T. Ex I ST. MEGH.ROOM - - _ L�GC CU.�Qf6 ! _ 54 SQ.FT. Q -- - - LL M. rS SM/GO EXIST. 'Il EXIST. DH UP EGRESS B 2-11" x 5'-0 �� NEA OF rJE BEDROOM - - ---- 145.8 SQ.FT. 4 PROJECT: — _ PASKEWITZ RESIDENCE NATURAL LI6F}T # VENTILATION • - - -- - - - -- --- - - - - --- - -- - 1700 CEDAR DRIVE FLOOR AREA 145.8 S.F. S.F. S.F. _ _ _ —--- _ _ SOUTHOLD, NY REQ. F'ROV. OF FLOOR AREA 11.1 S.F. 15 DRAWING TITLE: VENTILATION;MIN. FOUNDATION PLAN 4A5 OF FLOOR 5B S.F. 'i.5 AREA PROPOSED F I N I SHI=D BASEMENT FPL AN PAGE: SCALE: 1/4" = 1'-0" -10000 ti ff `� ( � ■ J U L - 2 2020 F DATE: 06/25/20 1 OF 1 (5ENERAL= 5**%r �50L KEY : EXISTIN, TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.6. GO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. 5TL. SM/GO MONOXIDE DETECTOR COMBO N1 BATTERY BACK-UP WHEN APPLICABLE) L11331 D50 G.F.M. EXHAUST a, D CilNEW FOUNDATION WALL ® FAN w/ DAMPER MIN. (2) 2"x4" STRUCTURAL. 50 G.F.M. EXHAUST 45'-4"— MIN. FAN 4 LIGHT GOMBP P05T FOR 4" WALLS W/ DAMPER (MIN. (2) 2"x6" 5TRUCTURRI_ I' -O" POST FOR 6" WALL5), U.O.N. q'-6" 12'-2"- 10'-6' 12 12 12 12 q I q 2'-O" LAP FOUNDATION PLAN NOTI=S I I I I q (2) 2"x10" , (2) 2"x10" I (2) 2"x10' DROPPED 61RDER DROPPED 61RDER DROPPED 61 ER Lu OTYPICAL P. GONG. GRADE BEAM 4 P4ALL CONSTRUCTION: t -+ • (2) 2"x6" P.T. 51" PLATES w/COPPER TERMITE SHIELD I I I � ( I IIII- 4 SILL SEAL I I I U ----------- -I--- w • ANCHOR BOLTS AS PER PAGE A-200 = J • P. GONG. FOUND. WALL AS PER DETAIL. UPON I I 12 12 12 —— I ! H U • P. GONG. GRADE BEAM AS PER DETAIL UPON • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR q • B.O. 6RADE BEAM 3'-O" BELOW &RADE MIN. I I 1 q q ------ J • 1/2" EXPANSION JOINT o PERIMETER OF SLAB (WHEN 12 APPLICABLE) - - - � - - - - - - - I I I Q • AIR ENTRAIN P. GONG. FOR PORCHES/PATIOS / I I q (2) 2"x10" (2) 2"x10" (2) 2"x10' I I STOOPS (WHEN APPLICABLE) I I DROPPED 61RDER DROPPED GIRDER DROPPED 61 ER a • MA50N TO ACCOUNT FOR FINISH STORE ON THIN SET # 6 BENT REBAR TOP 4 BEA OT. Q-. FOR HE16HT OF WALL 4 SLAB (WHEN APPLICABLE) I - _ TO TIE IN EA. ION - F STEN I dJ p Q � p 0 - ` dJ Q p FOOTING SECTION - FASTEN ?t x X - X 12 w/WIRE TIES 12 N �•U 12 cV ~� 12 "1 a® a® a® q I I O2 INTERIOR BEAM LOCATIONS: 13 INTERIOR BEAM LOCATIONS SHALL BE q q I q COORDINATED w/LOCATION OF EXIST. JOIST LAP - PRECISE PIER LOCATIONS SHALL BE - - - - - - - DETERMINED IN FIELD (TYP. FOR ALL) I I (2) 2"x1o" (2) 2"xlO" I (2) 2"x1o" II�\ DROPPED 61RDER DROPPED 61RDER DROPPED GIRDER HOEDOWN: �I I PROVIDE INSECT V O3 HOLDOWN 'D' A5 PER PACE I I SCREENING BENEATH Q p A-too 3 t() °4 SUNROOMPERIMETER OF N BEAM POCKET(TYPJ I I q'-8° 12'-2° —12'-8" CORNER CONNECTION O = = == = T mi 4 10 TYP. 5TL. COL.: O3.5" 40 5TL.COLUMN BURIED INTO P. CONC. PAD - FOOTING;SEE NOTED DETAIL AS PER PLAN � ' -- - - - -- - II_ - - - -- --- -- - - -- - OOT C FREEZE PROOF HOSE BIB: TIE IN DETAIL O6 FASTENED w/MA50NRY ANCHORS (PRECISE BASEMENT > -- I6) I - - A-400 SCALE. 3/4" = I'-O" LOCATION T.B.D. IN FIELD - CONSULT W/OWNER) II WINDOW � (TYP) _ O RESERVED _ Q 0 o a II 2'-4" CURE HANDRAIL TO WALL ON AT Z O FOUND 4 POSTS FOR WD. DECK: Q Q I 4 _-.--- ._ _ LEAST ONE SIDE OF STAIR IN O V 11 V �I V w b"xb" P.T. WD. POST d 10" � P. GONG. SONOTUBE a w u: a - i` UPON FOOTING AS PER NOTED DECK DETAIL (TYP) _ O m O _ O Q.1 - - ADER A5 ACCORDANCE w/MANU. SPEG.s; n z n B�45EMENT n= iv %v iv x " SPECIFIED ON PLANS AND NOT PROJECTING MORE z FOUND 4 POSTS F: rZ WD. DECK: x - z UNFINISHED x - z x- x - THAN 41�" INTO STAIRWAY; o I6" O. ITCHED METAL JOIST HANGER ® N UNHEATED ® ® BY 'SIMPSON' OR EQUAL SEE HANDRAIL GRIP SIZES ADJACENT 4"x4" P.T. WD. POST 6" m P. GONG. SONOTUBE 3 , �' II n II n II p p SECOND LEVEL UPON FOOTING AS F. :NOTED DECK DETAIL (TYP) ., T_ 14 1 - - - -- - - - - -- - - - - - - - -- in fn TYPICAL LEDGER BOARD o EXT. DECK: - -- -- a I5 Z A _ w O O _ MIN. SPACE Bf°TWEEN W 10 I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS u� T m Z 2. 5EC-MED w/(2) 5/8" 4' x 5" LONG H.D. GAL. LAO m II q I6 BOLTS o 16" O.G. II II -. PROVIDE /WALL AND HANDRAIL 3. INSTALL H.D. &ALV. JOIST HANCE'R5 BY SIMPSON' (OR PROVIDE SIMPSON m X-Elet DRAIN 4 3/a" PINE RISER a N tV HANGERS TO ALL F.J. C,Ot4NECT TO 4 L U EG�1AL) STANDARDS FOR 6RIPPABLE HAND RAIL 4. PROVIDE FLA5HIN6 TUCKED UNDERNEATH SIDING 4 - 2"xb" 12 AND BEAMS (TYP) DRY WELL /a PINE TREAD SCALE. NT5 P.T. D.J. 13:-0' 10'-2" 13'-'i" 2'-q" SYSTEM � BENT OVER TOP E D&E OF LEDGER E30. w .t O 16' O.G. - - - -- r q" " GROSS SECTION Q }O 5. SEE NOTED DETAIL I I = - FUTURE II 12 II 8'-4" - _ Z G E x v WET BAR (3) 1'15"x14 5 FOR WOOD STAIRS o GRADE: " - - (3J L'IS"x14" IN6 _ HANDRAIL Z MIN LEAS CIRCULAR NON-CIRCULAR W 0 'J J '4 - ., FLUSHED 61RDER FLUSHED 61RDER " ROUNDED NOS 2 0 ILL � d! I I V. THK. P. GONG. PAD 6" WIDE x REOr,> L_E'N6TH UPON 3 I I 0 _ _ - _ - _ _ - _ _ (NOT INCLUDED IN * I m _ V. GRAVEL UNDER 2"x12" P.T. STAIR 5TRINCER5 o A I I -- u'a-2 - ----. _ _ W/Y4" RADIUS �:: 4"-04" �,4u V O O V MAX. Ib" O.G.,U.O.N. (MIN. 3 STRINGERS) _ - IA -O" 6'-4" 4 TREAD DI MIN. MAX --- - ---- ---- ---- t - m (I U RI ® t'1.35" METl510N) F z METER O O O J A-601 2 ' DN 24"x24"x12" DEEP P. GONG. PAD FOOTIM55 AS I 11 12 N �`-I'-I I' 2-q' 6 (`I T___ :: A toPER NOTED DETAIL (TYP) < PROVIDE 4 POURED GONG 6N O N 4SLAB W/bxb-10x10 W.W.M. W O O O NEW - BETWEEN CENTER 4 UPPERINSTALL NEW 500 GAL. PROPANE TANK DELOW m = FUTURE 6a 5 1 FURNACEo u, OF SLAB SECURED IN (3) 2"x12" P.T. STRINGERS o - m - - -- - - 13 &RADE;MAKE/MODEL TBD �' BATH tl - -- -- PLACE DURING POUR; w/R-21 INSULATION, IF UNDERSIDE m T4 (V M 51 50.FT. I II IS PAGING STORA6EMON-HABITAL SPACE PROVIDE b MIL POLY ON 4' Q A m (D-\ MEGH.ROOM - - GRAVEL BASE BELOW = WINDOW NOTE: 54 5Q.FT. _ SLAB 14 1. ALL NEW WINDOWS 4 DOORS SHALL BE F ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, OR GLIDING AS NOTED); INSTALL AS 1'ER MANU. • I 5 SELF-CLOSING, GYP. BD. ( \AIR SEALED -- - -- 1 w D�i y���Y✓,` SPEC.'S. FOR 5UB5TITUTION5,SEE NOTE #q IN _ = - "6LA55 WINDOWS AND DOORS" ON PAGE A-100 2.IF CASEMENT WINDOWS - ALL C5MNT WNDWS SHALL HAVE 5TRAI6HT ARM HINGE WHEN ° - -- -- - x � m � TREATED 2"x12 SILL 3.IF DOUBLE HUN& - ALL DBL. HUNG WNDHS TO BE X,p Q Q-A U FOR CONTACT w/GONG. �! TILT WASH 3 PROVIDE NEW cV ® � W 1 -- I 11 tul W _ O 4.ALL &LAZING WITHIN 15" OF FF TO BE TEMP. &L. EGRESS WINDOW > > cr (IF APPLICABLE) / WELL N N x - --- -- - - - - - - - - ----- - - - - - - - - 03 E6RE55 NOTE: Q - - --- -- - -- - ...� FIRST LEVEL IN COMPLIANCE WITH NEW YORK STATE BUILDING w � ' ^� 1 a CODE,SECTION 83102.1;THE FOLLOWING MEANS OF m m < m — -- - OF NEN'11 E&RE55 SHALL BE FOLLOWED: X p II II II 4-O' : NET CLEAR OPENINO........... 5.'1 S.F. I N7ER I OR WOOD STAIR DETAIL. NET CLEAR HEIGHT............... 24" MINIMUM p A n _ `} _ -- -- - -- _- -- _-- - - Ib 2 PROJECT: NET CLEAR WIDTH................. 20" MINIMUM tV -- -- - -- - - _ -- - SCALE I/2 1'-0" PASKE(3) L-►S"x11675° --- - - A 400 _ WINDOW/DOOR FRAMING: FLUSH LVL ORDER. �- WITZ 15 SEE PAGE A-200 FOR FRAMING ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. A , I 12 - < ry RESIDENCE Ib 2x4 DOUG FIR 4 AC:Q. BOTTOM PLATE FRAMING. Ib q ® -- - - R-II FSK FIBER&LAS5 INSULATION ON FOUNDATION WALL5 C p C - '��"x?d'rAT" GIRDER ._- 1700 CEDAR DRIVE THOLD NOTE: Y ALL DECKING SHALL BE FASTENED 3 O D 3 y— II D W/ COATED DECKING 5CREH5 BY 5/4"x REOV NEW DECK D U3 a+ "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER BOARDS AS m O NOTED ON P.T. DEOk JOISTS AS DRAWING TITLE: (� c 5/4"xb" P.T. PLANS NOTED ox PLANS ° 4" THK. x 5" HIDE x DECK BOARDS FOUNDATION PLAN WIDTH OF STAIR P. II, DETAILS GONG. PRD �` "MIN) 2"xb" P.T. BLOCK IN BETWEEN EA. I"NosIN6 frYP 2"x BLOCKING o EA. STRINGER. FASTENED To P. GONG. TRINGER To HATCH 51ZE FOUNDATION PLAN PAD w/ Iq/64" x 3-1/2" GONGRETE OF P.T. DECK .D15TS PAGE: fi SCREWS BY "GALIBURN" (OR EQUAL) SCALE: 1/4" = I'-O" - MIN. (3) SCREWS PER BLOCK n , FASTEN STRINGER _ ■ BLOCKING (MIN.& GRADE HERS) GRADE 01 -�ItN.J \:,2llxI2" P.T. STRINGER5 8' I6" O.G. (MIN. 3 5TRIN&ER5 o EA. DATE: 06/26/20 5 OF 10 STRIRHR'r) EXTERIOR WOOD STAIR DETAIL. A-400 " SCALE: 3/4" = 1'-0" ............._..................... ....... . ...... .....:: i i W _ U Lu ~ U U J Q L, A\4" FRESH AIR VENT I u L THROUGH ROOF O sO O I !x U k i Q Q Q I I I 1 -- - --- - - -- - - - I LAUNDRY LAUNDRY _ I _ FULL BATH ROOM FULL BATH FULL 5ATH ROOM FULL BATH ____f—— I —— __T___ NOTE: NOTE ALL PLUMBING WORK ALL PLUMBING E _ SHALL CONFORM TO It FUEL 6A5 WORK O r- I I I I I I I 0 LOCAL PLUMBING GODS SHALL CONFORM O I 2" LOCAL I 2"1 I I j2" 2°1 r?-4 pp I I I IIL P�MBIN6 GODS d IL i I I 1 1 PROVIDE "ABE5G0 FP200 FR oT I I I 1 12" ViS7 I I I I 1 1 EXPANDING FOAM" (OR EQUAL) Q1 4j 1 41 1 41 I Q4 FUEL 6A5 O 1 I I I I I AT ALL PENETRATIONS IN FIRE U I �� ry1- �I 31 V :31 v LEGEND V I I I n I� I - I� - ui uUi I I I I RATED WALL5 AND I I U L1� Iv r IU= iv 1v Iz N N I 1- - I_ r I_ I_ HOT WATER PIPING PENETRATIONS: 1 FLOORS/CEILINGS. PRODUCT `� 3" FLOOR I I I > cvl 1N I SHOWER Inlir 1�IN !�I�v I - SUPPLY I. E "AB 200 DRAIN w/3" I I 2" I GGNFORMS TO ASTM E 514, I 1 I� :-I� I� �1� TUB PROVIDE E5G0 2 15HOWER 2 1 1 - - ASTM E 84,AND UL 14'14 - - - f - -- - �- - - I -- . I 1 I- ----- - --- - - --- - - -- _ -- ---._ EXPANDIN6 FOAM" (OR EQUAL) w TRAP cr LA`SFER I I TUB &:--�-------- ____ 1 _ '_ __-_ - -- ---_--- ' - GOLD WATER AT ALL PENETRATIONS AT WALLS G.O. 2 1 2 _ -='--==- -_.__- - _-_.-.._. ,.._.. __.._.._. _. S _. F-.._.._..� - - - - - -- --- Z Ir _- -..-. -..-..-.. - - - - - - SUPPLY _ _ -_-._ AND FLOORS/CEILINGS. Z - - - .PRODUCT CONFORMS TO ASTM E KITCHEN ' FULL BATH 1 j HALF BATH LAUNDRY 814,ASTM E 84 AND UL 14"14 a KITCHEN FULL BATH NP E: I PROVIDE "ABESGo FP200 FR 0 HALF BATH LAUNDRY ALL PLUMBING WORK ROOM I I EXPANDING FOAM" (OR EQUAL) F ROOM ___ --- --_ --- SHALL CONFORM TO - - I i AT ALL PENETRATIONS IN FIRE I RATED WALLS AND o --r-- I LOCAL PLUMBING CODE ; w KITCHEN LAUNDRY Z I FLOORS/GEILIN65. PRODUCT p O --- I 1210 21111 „1 p 1 CONFORMS TO ASTM E 614, O O 2„r—2'I- 1 I I 1 2 I I 1 1 A5TM E 64,AND UL 14.79 I I p� I � I ' 1 12 I 1 • IL 51. 1 1 I o� i I Q tL Q I I �I 1 1 z FLOOR I I I �V1 vI Iv !v1* cV IU1 �r I I RANGE m z w _ DRAIN 2.. I N/5.1 2.. 2 2" SHOWER I c\v1ry cV wA`SH R ivy IN f"IN DW p- !"In F I= 5HOl)lEER� I - - - N - Q N 1 TRAP 2.. DW GLEAN our - r-I \ - 1 r l- - I -=- - - f---I- -I=i S IQ —�-- -------a- -- m vRYER - O -I ui 2 3„ AS READ -- �--- --- ------ - -------- ' ---- - - - - - --- --- O U rs 3EXIST. FA.I. TO - --- ..- - ..-- - - .- -.. ..- .._..- -.._..-.._..- - + -..-.._. -.._.._.�-I------------- 6.0. - - -- - - REMAIN N.I.F. I z ABOVE DFE) FUTURE BATH MEGIP. I < ___ FUTURE � i � � -- _ MECH. SPROPANE TANK ~ Q � Z I f-UTURE FUTURE BATH__r_— ROOM w = g Q z NET BAR __ —— O WET BAR I O ROOM MAKFJMODEL v O --�- 1 5" FLOOR DRAIN w/ H 1 E TBD O O °� 3' TRAP CONNECTED U W~ NEW WALL OV cr it 0 _ � F NF�I WAL I N I TO DRY WELL F 01 HUNG ILII I F- 6 z Lu I I Q" "1 Z 0 ------____-- N O O O 0 04 04 04 T N� i I 2 i lu C �� �� u L. 1 Zj W ;�I I p� p I w SEE O O O Q V t 1 1 1 I w �i I �I I 3 1 IL1 N w I N 1v1 1U1T RIS _ `� MANUFACTURER i - -- _ I 12 vI N II - 1 rN I ry 71cv W SPECS(TYP) to 2 2 1 f1JB 1 �I� -I� �Iry TUB URNAG I RNAG = m ri N M G. 2 ..—..—.._.. —.. y_..—..—..—..— ..—.._.._.._..—.._ ._.. .—..—.. TO STREET - - WATER MAIN 411 p 4"HOUSE _ MAIN DRAINS 4" HOUSE TRAP - --- - � ¢ s 5�: FLUMB I NO R I SER - SUFFLY CAS R 15ER - SUPPLY � u374 0�`" G.O. SGALE: NTS SGALE: NTS �-� 4 PROJECT: TO SUFFOLK COUNTY 5ERVICE5 DEPT. OF HEALTH APPROVED /`1 E Y Y I TZ SEPTIC SYSTEM RESIDENCE 1700 CEDAR DRIVE FLUME I NC RISER - DRAIN / NASTE / VENT SOUTHOLD, NY SGALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: PL-100m0l DATE: 06/26/20 10 OF 10 ................................................ .......... ....... SITE PLAN HATCH KEY: d 0) APRv PROPOSED BUILDING ADDITION jQ F-- Z O PROPOSED ACCESSORY STRUCTURE E L W N _ ... PROPOSED 2ND STORY F- Z 0 � e J = N/O/F O e,/ 0 o) 0 MtK � 0JE�T S�0F FAOE I a (D 0 KAMAMAR1 S co DWELLING N/O/F WELL 150'+ -O0 I .00 PROJECT LOCATION & SCOPE Z BLUMINY - PROFOS I NO NEW MOOD BURN I NO WOOD FRAMED FIRE PLACE. SITE PLAN & ZONING DATA RAM5E DWELLING s4.0 Z W PUBLIC WATER N/O/F Q J S RICHARD A CAVALLO GENERAL NOTES Z 6i W �-002 .00 > 00 -t O DWELLING STRUCTURAL DESIGN CHARTS T j WELL -- �,, PROJECT / ZONING DATA PROPOSED FIRST FLOOR PLAN Z N cC / \- A- I O I .00 J ' oo \' �/ TAX MAP # I000-78-8-17.1 PROPOSED SECOND FLOOR PLAN � x r0-I 0'T 2 �T \`\-\ NIN r R- 4 PROPOSED THIRD FLOOR PLAN O~ Q M� DWELLING zo G DISTRICT o C PROPOSED ELEVATION J O \'\ PUBLIC WATER LOT AREA 1.2 ACRE5 DESIGN DETAILS T`''eec��o �ry `\`\ \ CERTIFICATE OF OCCUPANCY 52481.1 S.F. LJJ B - `\`\ WETLANDS DISTRICT NO N/A H ry DEC DISTRICT NO N/A W / FxiS ` O%EL= $ehby,5� \ \ HABITABLE SPACE EXISTING PROPOSED U -� FIRST FLOOR AREA 1,2x3.8 S.F. - Q SECOND FLOOR AREA 1,0'72.3 S.F. 5RO55 FLOOR AREA 2366.1 S.F. .:. . TOTAL BEDROOM COUNT - - 5h/ -- \ ,oma ao ALLOT CO\/F-RAGE 5Y� LOT .� DESCRIPTION (FOOTPRINT) AREA COVERAGE PIGKERELL TOTAL LOT AREA 52,481.1 S.F. DWELLING � r PUBLIC WATER EXISTING BUILDING 1,243.8 S.F. 2.5% EXISTING DECKS 412.0 S.F. 0.8% • / EXISTING 50REEN ROOM _ - 242.5 S.F. _ _ 0.5% O N/O/F 7 o4p TOTAL AREA OF ALL STRUCTURES 1x48.3 S.F. N/O/F \`\ DWLARY "MAXIMUM LOT COVERAGE ALLOWED - 20 % G 4 R ` WELL HILARY VACANT REQUIRED 5ETBAGK5 - MAIN BUILVINC I I � C' nS` c Z REQUIRED EXIST. PROPOSED COMPLIES - FRONT YARD 50.0' 60.0' 60.0' YES ` - - - - -- - z— ,�, SIDE YARD 15.0' 26.0' 26.0' YES SITE FLANivCG Au Of BOTH SIDE YARNS �5.0' 83.6' 83.6' YES 50ALE: 1'-0" = 30'-0" REAR YARD 50.0' 302.2' 302.2' YES PROJECT: TATELMAN RESIDENCE 1700 CEDAR DRIVE SOUTHOLD, NY 11971 WIN TITLE: - - M . ,. .. _ PROJECT LOCATION &SCOPE 81 SITE PLAN & ZONING DATA * t ' 41 0/0 t I [ l / PAGE: >• / t } G 0 0 JL■ 0 uo% �• : '', a A•; +wig.� .. ,.. v tx ''. �.' - n N. 1p ,�.., •Q yB'i DATE: 11/12/20 3 1 OF 4 t, f, SITE LAYOUT NOTES: I. THIS IS AN ARCHITECTS SITE PLAN 8 IS •, { " k ' �` a B ARC ,p • - ,/ '�'iv'�: ''. > �. y� _ _ SUBJECT TO VERIFICATION BY A LICENSED qt SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ¢.: - r y' v.. x `� "�' • 'rte �� ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED # � ' O FROM A SURVEY DATED NOVMEBER 25, a 2004 AND PREPARED BY: PEGONIG SURVEYORS, P.G. k,, .. �. 03740' �O P.O. BOX x04 . ..}; �, g �O SOUTHOLD, N.Y. 114'11 .t - �4 r `a �' /h A F N E� I�A30'% TELEPHONE: (631) "165-5020 LOGATI ON MAP 5GALE: NTS CARPENTRY WOOD FRAMING MATERIAL STANDARDS NOTES SPEC I i I GATT ONS OTHERWISE NOTED. \/I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 s BETTER (Fb = 815) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE AE35 7`E x I r Q`7I O NC, O) OIL 0 IT IS THE GR' ONTRAGTOS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY WHEN IT CAN BE SHOWNAND THE AUTHORITY HAVING TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPON5IBILIT•f TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABPRESCRIBED HEREIN. , ABOVE SCRATCH GOAT. MAINTAIN BD. BOARD IN5UL. INSULATION H 0) SPECIFICATIONS,AND BE FAMILIARIZED WIl F+THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 0 AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION iNT. INTERIOR Z O 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT W � (V GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD BLDG. BUILDING K KIPS (1000 LBS) W �-{ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS � � >_APPLICABLE BUILDING DEPARTMENT. APPLICABLE AS A DERIVED 1,40RK). 4. AT FLUSH FRAMING USE 16 6AOE METAL JOISTS HANGERS BY "TECO" OR 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, B.O. BOTTOM OF MAX. MAXIMUM 0 � Z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM MECH. MECHANICAL Z FLOORS, ROOFS, AND WALLS. PREFABRICATED WOOD TRUSSES,6YP5UM, HARDBOARD, AND STRUCTURAL = - - - J 3. ALL WORK SHALL CONFORM TO NATIOWkL, STATE, AND LOCAL CODES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM F- Ln Y AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, PO5T5, AND BATH TUBS, RULES SPECIFIED IN I.I THROU:SH L8. O G.J. U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, - CEILING JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 00 C)� 0 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INCLUDING END-JOINTED AND EDGE-CLUED LUMBER,SHALL BE IDENTIFIED OF THE OWNER/BUILDER 1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE 5. ANY OMISSIONS OR DISCREPANCIES OF 'PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. WHICH PARTICIPATES IN. AN ACCREDITATION PROGRAM, SUCH AS THE CONT. CONTINUOUS O.G. ON CENTER Z AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE ___ O SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 6RADEMARK SHALL INCLUDE AN EASILY DISTINCOR DBL. DOUBLE OCG. OCCUPANCY UI5HABLE MARK O WITH THE WORK. g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE CADIN6 AGENCY WHICH COMPLIES WITH THE R = P.T. REQUIREMENTS OF U.5. DEPARTMENT OF COMMERCE P520-qg. 6. NO DEVIATIONS OR CHAK :5 TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J UNLE55 APPROVED BY THE - 'ZCHITEGT/ENGINEER. 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 12. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND DIM. DIMENSION P. GONG. POURED CONCRETE 00 1. CONTRACTOR TO VERIFY LdMEN51ONS 01= FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS THE PROVISIONS OF AN51/ALTG A I q0.1 STRUCTURAL GLUED LAMINATED BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN TIMBERS' D.J. DECK JOISTS PL. PLATE APPLICABLE. - -- Z vi 0) CD8. DRY WELLS AS REQUIRED BY STATE ANIS LOCAL GORES. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED J EA. EACH PLYWD. PLYWOOD � 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 q. DO NOT SCALE DRAWINGS, WRITTEN DIMi= STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING z >: 4 ELEV. ELEVATION P.T. RESSURE TREATED NSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS . Q Z H DOCUMENT,THE 60VERI,4I146 BUILDING CODE AND ANY ADDITIONAL 10. OWNER/BUILDER ARE RESPONSIBLE FOR:ALL INSPECTIONS, APPROVALS, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EQUIP. EQUIPMENT REQ'D REQUIRED LLL W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L APPROVAL APPROVED EQUAL. EVALUATION REPORT. EXIST. EXISTING RI RISER O = � 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SIN6LE MEMBERS OR A55EMBLIES ------ -- - ----- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. EXT. EXTERIOR RM. ROOM i PERMISSION FROM THE ARCHITECT. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF Q '' A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCUMEN, THE F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPERVIVON OF THE WORK AND 15 EXCEED 8'-O' AND AT EVERY 6-0'. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS - RESPONSIBLE FOR DEVON INTENT ONLY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO 5TL. STEEL - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. FRESH AIR VENT S.V. SMART VENT W WOOD TRUSSES SHALL 'MEET THE PROVISIONS OF THIS DOCUMENT,THE Ir 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TEMN6 50HEDULE AS OOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NEGE55ARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE - V RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN CLASS AND LEAVE WORK CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, FF ELEV. FIRST FLOOR ELEVATION - TEMP GL. TEMPERED OLA55 BROOM GLEAN. 11. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PAOE5 6-003. OR THE MANUFAGTURER.'5 CODE EVALUATION REPORT. F- F.J. FLOOR JOISTS THK. THICK v U 15. THE CONTRACTOR SHALL CARRY WORKMAN'S GOMPEN5ATICN AND 6ENERAL I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: 6YP5UM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL --- - = J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR 6Y'P5UM FOUND. FOUNDATION T.O.W. TOP OF WALL U J AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM G371 SPECIFICATION FOR GYPSUM LATH, OR ASTM 01g 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Ig. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING SPECIFICATION FOR GYPSUM SHEATHING BOARD. FRGS FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD THE 5UB-CONTRACTORS FOR A PERIOD OF: AT LEAST ONE YEAR AFTER AS PER PAGE 5-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR FRAME TYP. TYPICAL { COMPLETION OF PROJECT. - - - -- - MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF - 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. FRPR. FIREPROOF U.O.N. NLE55 OTHERWISE NOTED 11. THE CONTRACTOR SHALL INDEMNIFY AND WN HOLD HARMLESS THE OWNER, ACCORDANCE w/AWPA 022;WHERE DRILLIN6 AND/OR GUTTING OCCUR __ S,FIELD --,_ „ _ -- _- _ - ARCHITECT/E146INEER, AND THEIR AGENTS ,AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER AGAINST ALL CLAIMS, DAMACE5, L055E5 AND EXPENSES, INCLUDING METAL BY REPEATED BRU5HIN5, DIPPING,OR SOAKING UNTIL THE WOOD 1.8 STRUCTURAL PANELS: FTG. FOOTING VERT. VERTICAL F ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE f'ER ORMANCE OF ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 18.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD ASE OR DEATH OR TO A5HIN6 ANCHOR BOLTS MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE IS ATTRIBUTABLE TO BODILY INJURY, SIGKA�lE55,DISE MANUFACTURER SUCH AS: HANGERS, NAILS,SCREWS, FL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK GON5TRUGTION, VOLUNTARY PRODUCT STANDARD I ( I) CONSTRUCTION AND H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE LOSS OR USE RESUL'TIN6 THEREFROM). (B) 15 CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. INDUSTRIAL STANDARD D,U.S. DEPARTMENT OF COMMERCE VOLUNTARY -- GENERAL 5`I'M50L <EY : Q NEW PARTIAL HEIGf-fT � ~_ � _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. 5TL. Z O EXISTING TO REMAIN WHEN APPLICABLE) " . • W N :. ::.V71 J F- vi .. W J NEW WOOD FRAME (L G. NEW FOUNDATION WALL Q W �- f -� ....... ...... ..... ........ STL. WHEN APPLICABLE) ..:.... .... ................... ................ MIN. (2) 2x4 STRUCTURAL ........................ .... .. ............ ... NEW I-HR FIRE RATEDEl .:...... _ WOOD FRAME (L.G. 51-L. POST FOR 4" WALLS .... - .. .................... MIN. 2 2 xb STRUCTURAL E ( ( ) ........:......... .... . F- L� Y H N APPLICABLE)W E L ) POST FOR 6 WALLS), U.O.N. NEW 2-HR FIRE RATED ........................................ . ................. CL Lo ix WOOD FRAME (L.G. 51 L. ........,:.>:.;:::.:.. WHEN APPLICABLE) ....._....... It m . :. ...... .... . .... ............. .. Z . ... ................. ........... ... ......:................:.:: ............... .......... ...:...........:....: .:.....::::::::............::.:::::::..:. :::....:::::....... .............. . Z Ci 1 LLJ .............................. J ........ _ . .:.:. .::.: ........:................::. 00 . ..... .... . FLOOR PLAN NOTES J NEN WOOD BURNING FIREPLACE: I. INSTALL PREFABRICATED 42" GH I MNEY .................. O WOOD BURNING FIREP.-AGE; ......:.........:............:..... .............. 2.MAKE d MODEL TBD Z — FLUE ct ................... ............................. U- J 5.INSTALL PER MANU. SPECS. ..... .......................... .. .... ........ . . ......... ............ T FRAME 51ZE A5 REO'DEXIST. 2 4.AD.JI15 'I FOR CLEARANCES .......... .. ...... ... STORY : .: ::;: : :.. NEW FLUE: UGH ROOF L 2 I. PROVIDE ZERO GLEAI�ANGE FLUE N DV�IELI I�iL/ 103 OR UL# 105 HT) - INSTALL AS PER MANU. SPEC.s .... .... ....... ................... PROVIDE NEW WD. FR. ENCLOSURE w/ 1/2" CDX PLYWOOD r; 1 .................. b SIDING A5 NOTED SPIKED AND STRAPPED v4/ 1-1/4"x 20 6A. COIL STRAP TO EXIST. ROOF SHEATHING. _ ........... .... ..... ........... -- ................. .1_1 2.PROVIDE "ABF-500 FF200 FR EXPANDING FOAM (OR ... .. ................. ........ ... EOUAL) AT ALL PENTP:ATIONS AT - FLOOR_- ALL5/CEILIN65,PRODUCT CONFORMS TO A5TM O 1 I— Ebl4,A. ME84, AN17UL 1419. - U - ANY LLJ 3.MEGHAN AL FLUE TO EXTEND 5'-0" MIN. ABO VE A ........................... AD.IACE GOMBUSTIE3LE STRUCTURES WITHIN 10'-0". »: w 2 _ r:. .s: ..: .....:,:., . J . ............. . .......... ...................... .. ............ Q ...... ... .... ...... . ............. ::......: ::.. ............ ... i .. ... ......................................................... .......................................... ............... ................................ .... , .......... .......... ....... ». ....................... ... .............. .......................... ........... ...... .................................... ...:...... ::::::::..:.:,..:::: :::. ...... ...:r:. :..:..::�' N.::.."". :::. .....:::.:.:: . ::::::: ..................... ......................... ................... ........................................ ... .......... ....... ........... .................................... .............................................. .............................................................................................................. ......... ....................... PROPOSED F I RST FLOOR PLAN PROPOSED SECOND FLOOR PLAN PROPOSED ROOF PLAN 50ALE: 1/2" = P-O" SCALE: lit" = I'-O" SCALE: 1/2" = P-O" ui m SIDING TO MATCH j EXISTING HOUSE w -- -- - Q — -- PROJECT: - -- TATELIVIAN - - RESIDENCE ---------- 1700 CEDAR DRIVE (-.,,HIM. CHASE SEGURINC © STD. SIDE WALL " -- - SOUTHOLD, NY 11971 _---- DRAWING TITLE: -- — PROPOSED FOUNDATION PLAN NOTE: °:{ '' - �':? �> : PLAN . :. . PROPOSED FIRST FLOOR SIM. a CHASE WITHIN PLANE OF ROOF STUDS TO ATTIC FLOOR d BLK'6 TO :`. f ' < PROPOSED ELEVATION .-..,_�_. .__ .,..:_:..__._.- '' `• %'i'� '.'• .'. :' 'fry,".'' ;:•V�� ' '��,�:+`Q: SIDES w/5TRAPPIN6 TO R/L SIDES) RA_ .'r. o ..;;?l ::;E.:":�;}kfS.,,,r :'.�;:•'":>ti{hr�<y: :� :<?,'R2,l'v DESIGN DETAIL ;:� .y �'�i`y::: •.y:t�v;fir%:r >: '�'::2:.'t? :t{' .;?;r•:,�t3` ;.:h.{.. TOP PLATE m O J Q :n,���. �''.�;.' ���, �• :���:....�:{: ,. • �.,3:''?: GH IM. CHASE WALL Q --- --- - -_,--_ -- u. �' � >�+ .:�.��:.,t•r;{< •:;?�.. '. ::v ;�.„ : �+ �>: QQ r,:: r. Lj NIL Ell 3 lu z 101000 Roof' p z _ -- _ --------- ---- - - - o ---- DATE: 11/12/20 3 OF �4 _ �Z REO'D BLOCKING TO ALIGN w/STRI�PPIN6 W� -- m EA. LEVEL ABOVE N . THE FIRST FL. ®z w -- - - FLOOR/CLO. iT C7 -- -- �, SIDS �IEl�l PLAN VIEW os7�o`� ya SOUTH ELEVATION (RICHT SIDE) 50ALE: 1/4" = 1'-0" SITE PLAN HATCH KEY: a U PROPOSED BUILDING ADDITION 0 A7EL PROPOSED ACCESSORY STRUCTURE E LD), W N J E.: e-I PROPOSED 2ND STORY Q `W � � Z O Z J = Lo M$K FRO JEC/T SCOPE : FA0E <E I : O 00 KAMAMARIS - - - - y- d' W DWELLING N/O/F WELL 150'+ C-7-OO � .00 PROJECT LOCATION &SCOPE BLUMIN $ - PROPOS I NC NEW WOOD BURN I NC WOOD FRAMED FIRE PLACE. SITE PLAN & ZONING DATA x o RAMSEY DWELLING s4.0 ui Z W PUBLIC, WATER �• N/O/F Q J S?O`4p� RICHARD A \3p„ GAVALLO �6®O2 .®O GENERAL NOTES 11 0 � STRUCTURAL DESIGN CHARTS z O Jlk/ , / H�C� DWELLING J T-11 r-! `•\`\•\ OXY WELL -....._...._...... _. _...._.-...... -.... - _.. ------- --------------------- - ---------- .....- --------------_--- ----- Z �� \ry, \• •\ �4�FNU� `'ROJEGT / ZONING DATA �t— O .O® PROPOSED FIRST FLOOR PLAN m J N i7o -- .... . ........ ... .. _ _ - _ - ---- -_ \, PROPOSED SECOND FLOOR PLAN � o TAX MAP # 1000-78-8-1"1.1 1,s7 � � PROPOSED THIRD FLOOR PLAN o 2 / sr •\ DWELLING ZONING DISTRICT R- 40 C PROPOSED Q " UIQ °R" Y �•� ,� ELEVATION O �o '\ PUBLIC G WATER �u 2� /� +sr N� `\•` QLOT AREA 1.2 ACRES � DESIGN DETAILS "e��o •\•� \ CERTIFICATE OF OCCUPANCY 52481.1 5.F. ` -- W •\•\ WETLANDS D15TRICT NO N/A , Lu rry n 3' \•�• DEG V15TRICT NO N/A W O% seFiy \�� HABITABLE SPACE EXISTING PROPOSED U J - t FIRST FLOOR AREA 1293.8 S.F. Q - O \ � . \` SECOND FLOOR AREA 10"12.3 S.F. OR055 FLOOR AREA 2366.1 S.F. - • 4 \•� N 0 TOTAL BEDROOM COUNT 5 - \.Lhu \• \•\.\ _ - of > LOT COVERAGE �• ' , _ ?93�. I / DESCRIPTION (FOOTPRINT) AREA GOVERA&E N/O/F \ �' J $ S PIGKERELL `�• �, , TOTAL LOT AREA 52,481.1 S.F. DWELLING EXISTING BUILDING= _- - T1,293.8 S.F. 2.5% PUBLIC WATER \ EX15TINO DECKS 412.0 S.F. 0.8% • EXISTING SCREEN ROOM 242.5 S.F. 0.5% 7 0•`\ _ O 4p 3 \•� G/�R TOTAL AREA OF ALL STRUCTURES 1948.3 S.F. 3.'1% N/O/F `\ DWELLING "MAXIMUM LOT GOVERAOE ALLOWED - 20 % G $ R \,\• WELL HILARY VACANT REWIRED 5�ETBAGK5 - MATIN BUILDING � z REQUIRED EXIST. PROPOSED COMPLIES FRONT YARD 50.0' 60.0' 60.0' YES v 51DE YARD 15.0' 26.0' 26.0' YES �O �� ( _ SITE PLAN - . - ---- - --- ---- - ---- -- ---- ---- --- BOTH 51DE YARDS 35.0' e0b' 83.6' YES SCALE: 1'-0" = 30'-O" - REAR YARD ' 50.0' 302.2' 302.2' YES `�`,1,o J�J <�J PROJECT: TATELMAN RESIDENCE 1700 CEDAR DRIVE SOUTHOLD, NY 11971 DRAWING TITLE: - PROJECT LOCATION &SCOPE ffi m SITE PLAN W, &ZONING DATA � alt L4 PAGE: — -- --- `, Via... _ _ ,•Y : 1 L IV G-001m00 .���y,� ♦ 'YF fig, "! fry. y, _ _ - .4k Z" of f; DATE: 11/12/20 1 OF 4 y "' - 51TE LAYOUT NOTES: . I. THIS IS AN ARCHITECTS SITE PLAN d 15 � � b��. � /- SUBJECT TO VERIFICATION BY A LICENSED ,'•' � 5 t � � . $ " � �"� � � -<•:. ..' �: � �� P C SURVEYOR. THE INFORMATION REPRESENTED ON THI5 51TE PLAN 15 TO THE ARCHITECTS BEST OF KNOWLEDGE. �j } ';> - 1C, `fig "P, :F :.�' ;"..;, ". ,,, y .T'+, ,� I•,1 C "� Q .iIB, !'F 2.SURVEY INFORMATION WAS OBTAINED , r,_ •F r 1'.�+a '� O FROM A SURVEY DATED NOVMEBER 25, 2009 AND PREPARED BY: ` — r may/ � fit. K � .�; � V - -•'Y' �� J ..-.y�� `^/+� PEGONIG SURVEYORS, P.G. , '9 37�b0� (� P.O. Box 9O9 . Y 50UTHOLD, N.Y. 119'il �' „g ` �' OF NFc'� TELEPHONE: (631) '165-5020 ' ,ate.... LOCATION/ MAP ✓�° 5GALE: NT5 �" cam, CARPENTRY WOOD FRAMING MATERIAL STANDARDS }�I I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 BETTER (Fb = 815) UNLESS A 5 5 RE V I A T I O l�l S 0_ U NOTES � S�E:G I F I GST I ONS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRIGTICN DOCUMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING BD. BOARD INSUL. INSULATION F�- TOOETHER AT ALL TIME5. IT 15 AL50 THE CONTIQ ACTORS RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING,OR TESTING BY AN APPROVED _ Q Z Q 5PEGIFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. A&ENGY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR BFE BASE FLOOD ELEVATION - INT. INTERIORuj LLJ CN GREATER STRUCTURAL SAFETY OR DURABILITYSUCH PRODUCT OR PROCEDURE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO , -� V-i GENERAL PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6",UNLESS (1) Vxb" SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDG. BUILDING K KIPS (1000 LBS) W I. NO WORK TO START UNTIL APPROVEDr-I PLANS ARE OBTAINED FROM THE I5 NECESSARY TO MATCH FLOOR HEIOHT5 WITH THE EXI5TIN6 STRUCTURE. (THIS DOCUMENT IS MEAN REFERENCE TO THE CURRENT AMERICAN WOOD - -- --- - __-______ _ BM BEAM MANUSPEG 's MANUFACTURER'S SPECIFICATIONS � � APPLICABLE BUILDING DEPARTMENT. COUNCIL'S WOOD FRAME CONSTRUCTION . . TRUGTION MANUAL AND THIS PS FORMAT, AS Q 4. AT FLUSH FRAMING USE Ib 6ACE METAL JOISTS HAN&ER5 BY "TECO" OR APPLICABLE AS A DERIVED 1^40RK). - - B.O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. ~ z ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, - � STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINC75 IN PREFABRICATED WOOD PREFABRICATED WOOD TRUSSRUSBT5, STRUCTURAL COMPOSITE LUMBER, BOT. BOTTOM MECH. MECHANICAL 2 _j ES, GYPSUM, HARDBOARD, AND STRUCTURAL FLOORS, ROOFS, AND WALLS. J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B O.W BOTTOM OF WALL MIN. MINIMUM IX LA Y AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TU85, RULES SPECIFIED IN LI THROUGH 1.8. - - LI - G J. CEILING J015T NAVDBB NORTH AMERICAN VERTICAL DATUM OF IQ88 � U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED OF THE OWNERR /BUILDER 1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-i/2" BEARING BY THE 6ADEMARK OF A LUMBER GRADING OR INSPECTION A&ENGY COL. COLUMN NYG BG NEW YORK CITY BUILDING CODE It co WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THEz 5. ANY OMISSIONS OR DISGREPANGIE5 OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GOVT. CONTINUOUS O.G. ON CENTER = Q SHALL BE CLARIFIED WITH THE ARGHITEOVENGINEER BEFORE PROCEEDING GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MA50NRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DBL. DOUBLE OCG. OCCUPANCY P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-44. 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED BY THE ARCHITEOVEN51NE:ER. 10. PLL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET - DIM. DIMENSION P. GONG. POURED CONCRETE 00 ON PAGE 6-003. GENERALLY,SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALT0 A 190.1 STRUCTURAL GLUED LAMINATED 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF COX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS J BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIF=FERENT NAILING RECUIREMENT5 WHEN TIMBERS. D.J. DECK JOISTS PL. PLATE Z 47 � APPLICABLE. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED EA EACH PLYWD. PLYWOOD Q II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF COX GRADE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 _ STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 4. DO NOT 50ALE DRAWIN65,WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. ELEV. ELEVATION P.T. PRESSURE TREATED STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS < Z N 10. OWNER/BUILDER ARE RESPONSIBLE: FOR ALL IN5PEGTION5, APPROVALS, 12. EXTERIOR 5HEATHING TO BE COVERED WITH 'TYVEW HOUSE WRAP OR DOCUMENT, THE 60VERIVIN6 BUILDING GORE AND ANY ADDITIONALR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE EQUIP EQUIPMENT REQ'D REQUIRED L1. W CERTIFICATES, CERT. OF OCCUPANCY OCOMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. EXIST. EXISTING RI RISER 11. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NCLE MEMBERS OR ASSEMBLIES ~ _ Ln AND SHALL NOT BE ALTERED OR BE IZEPRODUGED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF EXT. EXTERIOR RM. ROOM 0 PERMISSION FROM THE ARCHITECT. ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED 8'-O" AND AT EVERY 8'-0'. 60VERNINC BUILDING CODE, AND ANY ADDITIONAL REGUIREMENT5 AS RESPONSIBLE FOR DESIGN INTENT ON-Y. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FAR FLOOR AREA RATIO 5TL. STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE - -- 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. 1.5. PREFP+SRIGATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED F.A.V. FRESH AIR VENT 5.V. SMART VENT Lu WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 6OVERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DE-516N STANDARD FOR METAL PLATE - - RUBBISH, WASTE MATERIALS, TOOLS,ETC., GLEAN 61.A55 AND LEAVE WORK CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DEVON DRAHIN65, FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS Lu BROOM GLEAN. 1-1. PROVIDE ALL NAILING AND STRAPPIN6 ADDRESSED ON PAGES 6-003. OR THE MANUFACTURERS CODE EVALUATION REPORT. H 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. L6. GYPSUM: GYPSUM MATERIAL USED IN A STRUGTURPJ.. APPLICATION SHALL F.J. FLOOR JOISTS THK. THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY,SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. 5UB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR 6YP5UM FOUND. FOUNDATION T.O.W. TOP OF WALL U J AND ORDINANCES. FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, A5TM 03-1 SPECIFICATION FOR GYPSUM LATH, OR A5TM G'T9 -- 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING SPECIFICATION FOR GYPSUM SHEATHING BOARD. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE 5U6-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE 6-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. MEET THE PROVISIONS OF AN51/AHA AI35.4 BASIC HARDBOARD OF = - - - 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOAR51DINC. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 11. THE CONTRACTOR SHALL OEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD D ARGHITECT/EN6INEER, AND T EIR A6E:NT5 AND EMPLOYEES FROM AND TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: FTG. FOOTING VERT. VERTICAL AGAINST ALL CLAIMS, DAM, E5, LO--6ES AND EXPENSES, INGLUDIN6 METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD -- - - _ ---_ - -- ---_-- ---- -- , -- ATTORNEYS FEES ARISING ow OF OF' RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, I.D.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL GYP. $D. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUOI-4 CLAIM, DAMAGE,LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANOER5,NAILS,SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND H.D. HOLD DOWN wI WITH INJURY TO OR DESTRUCTION OF TAN6IBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH A5: L.ED6ER BD.,SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. ANY REF=ERENCES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NE6L16EA1T ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION STRUCTURAL- USE PANELS, APPLICABLE GORE EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRUSS JOIST MGMILLIAN 1.4E MICROL.AM EVALUATION REPORTS. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE RECARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A B. 6EORSIA PACIFIC 2.OE 5-P LAM PARTY INDEMNIFIED HEREUNDER. P5L (PARALLEL STRAND LUMBER) DENOTES: 1.82. ORIENTED-STRAND BOARD (058),WAFERBOARD ORIENTED-STRAND HOR. HORIZONTAL BOARD OR WAFER:BOARD USED IN STRUCTURAL IONS SHALL MEET A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE PROV1510N5 OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 ALL TO BE INSTALLED AS PER MANU. SPEC.'S PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK, FRAMING,NAILING,PLAGIN6 STANDARD FOR WOOD-BASED 57RUGTURAL- USE PANELS OR OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE: EVALUATION REPORTS. TO BE SURE THEY ARE IN ACCOR:DAN'-E WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, APPLICABLE CODES AND 600D PRAfTIOE. DEVIATIONS FROM THE DRAWIN65 AND ANY ADDITIONAL REOUIREMENT5 SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY AUTHORIZATION OF THE ARCHITEOVENGINEER. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE EVALUATION REPORT. NEEDED, UNLESS OT'HERWI5E 5PECIFIE:). ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS _ PERTAINING ARE TO BE FIELD VERIFII�. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A194.1 CELLUL05IG EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR 20. CONTRACTOR TO REMOVE 3 RE I-C)CATE AS REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL. RAFTER DEPTH AND THE EDGE OF THE GELLULOSIG FIBER, IN5ULATIN6 BOARD. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THF TCP OR BOTTOM EDOE5. 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER E06E OF STUDS SHALL NOT BE LOCATED IN THE 1.8.5. STRUCTURAL PANEL 5IDIN6 STRUCTURAL PANEL 5IDIN6 USED IN SPECIFICATIONS,UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD L.EN&TH. NOTCHES IN THE OUTER THIRDS OF STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT'S OF U.S. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STJV DEPTH AND THE EDGE (PS- 1), THE 60VERNIN6, BUILDING CODE,AND ANY ADDITIONAL OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GRO55-SECTION. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 00PYRIOHT PROTECTION ACT OF 1490 (AWGPA),WHICH HAS SEVERE PENALTIES. 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE 22• FASTENERS AND STANDARDS SPERS: ALL FASTENERS AND CONNECTORS SHALL CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. NOTES, AND TABLES ON PAGE 6-003 d 6-004. THE FASTENING SCHEDULE CODES AND REFERENCE STANDARD: SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING =.I. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL CODE, 2020 Z SCHEDULE). HOLOOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED w NEW YORK STATE PROPERTY MAINTE14ANCE CODE,AND 2020 NEN YORK 22.2. LAO SCREW S: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ W 5HEARALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. SPEG.'s). STATE E:NEROY CONSERVATION CONSTRUCTION CODE. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND/FLOOR PLANS. A5ME 8182.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). g O 2. REFERENCE STANDARD USED FOR ALL WOOD F=RAMING,CONNECTIONS OF 22.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES j _ 26. COLUMN BEARING AS FOLLOWS: WOOD FRAMING, AND CONNECTION TO FOUNDATION - 201& WOOD FRAME SHALL MEET THE REQUIREMENTS OF AN51/7PI I NATIONAL DEVON (AF&PA) AMERICAN WOOD COUNCIL (fu^IG). AS SET FORTHO LATHE MANUFACTURER'S CODE EVALUATION REPORTS.IS -- ---_--,_-- WOOD P05TINO TO BE BLOCKED 50LID TO FOUND.WALL w/END GRAIN, ILVIN& CODE, AND ANY TREATED WOOD d FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, w WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK E-ROUT. THE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/(2) 1/2 (P ANCHOR BOLTS (4 LONG EXPANSION BOLTS o PLUMBING CODE. EXIST. WALLS d Bw 12" LONG HOOKED BOLTS o NEW FOUND. WALLS). FOR ANY 2 ,4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND 2 POSTING o G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (m MIN. 16" 6A&E ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTIN6,U.O.N . GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL - I MEGHANIGAL. CODE AND 2020 NEW YORK STATE FUEL OAS CODE. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE COVERNIN5 15UIL.DINO CODE AND ANY TABLE R501.1 IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CLIMATIC 4 OEOORAPHIC DESIGN CRITERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) # ANCHOR BOLTS, CODE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - _ __- ----- -_-_ -_ - PROJECT: CODE, NFPA 10 AND 2020 NEW YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Y4' BENT PLATE 8" LONG CONSTRUCTION CODE. w/b" RISE 3 w/(2) °/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 225. NAILS: NAILS SHALL COMPLY WITH A5TM F 1661 STANDARD ___ __ -_ _-__ _ - - - - _-_ _- GROUND SNOW LOAD 25 LBS SET 6" DIST.,U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. ALLOWABLE �"1 1 E 1 1 A N GENERAL WIND PROTECTION CONNECTION NOTES: FOUNDATION, CONCRETE,AND MASONRY 22b. PNEUMATIC NAILS AND STAPLES: PNEUMATIC STRUCTURAL MEMBER NAILS AND STAPLES DEFLECTION BASIC WIND SPEED 130 MPH --- - ---- - - -- - I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT SHALL MEET THE REQUIREMENTS OF THE 60VERNIN6 BUIL.DIN6 CODE ---- - - - - - ---- - ADAPTED FROM STANDARD FOR HURRICANE RE-515TANT RESIDENTIAL. APPLIES TO THE NE:W WORK BEING PERFORMED AND SHALL COORDINATE THE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE RAFTERS HAVING 5LOnS GREATER THEN 3/12 EXPOSURE CATEGORY B RESIDENCE ON WOOD FRAME SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF L/I50 ---- - --- - -- - - MANUFACTURERS CODE EVALUATION REPORTS. - - - - CONSTRUGNT�N000 SOPD PATH B 10-01cl AND OETY�1 OOTIN65,FOUNDATION WALLS, THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. W/NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEC70RY B - - - - -- 22.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 - -- - ------ ------- _. - --- -._- -- - - - FLOORS,STUDS AND ROOF FRAMING SHALL BE PROVIDED. _ - -_.-- _-- --- -- --.- - - - 2. ALL FOOTINC75 TO BEAR ON FIRM,VIR61N, UNDISTURBED SOIL WOODSCREW5 (INCH SERIES). INTERIOR WALLS a PARTITIONS H/180 WEATHERING SEVERE 1700 CEDAR DRIVE 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTE:NIN6 DEVICES NOT - ---- ----------------- -- - -- _...-_-.-------_-.___.----_-_--_ 3. 501E TO HAVE MIN. BEARING CAPACITY OF (U TON/50. FT., U.O.N. MECHANICAL CONNECTIONS: - - INCLUDED IN THE BE USED IN ACCORDANCE WITH ILVINUFA ODE, SECTION 2506 OF130RECOMMENDATIONS.SHALL FLOORS 3 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3_o' SOUTHOLD, NY 11971 4. FOOTIN65 TO REST A MIN. OF 4-0" BELOW GRADE, UNLESS �I. ALL MECHANICAL CONNECTIONS SPECIFIED AS SIMPSON MAY BE ------- --- ----.--............ ... -- -- -._ ---- ____ - -- - ----- ----- _.-_ - - 3. METAL PLATES, CONNE0TOR5, 5GA:EWS,BOLTS AND NAILS EXP05ED OTHERWISE NOTED SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. ALL OTHER STRUCTURAL MEMBERS L/240 _ TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR 5LBJEGT TO SALT CORROSION IN COASTAL 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED - - -- - - DRAWING TITLE: AREAS SHALL BE STAINLESS 5TEE:L OR HOT DIPPED GALVANIZED. EXTERIOR WALLS W/PLASTER OR STUCCO FINISH H/360 BY 51MPSON MANUFACTURER. TGE BARRIER REQUIRED YES 4. WHERE WINDOWS AND ODORS INTERRUPT WOOD STRUCTURAL PANEL b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS - -- -- -- -----"-- - --- - - - - - -._--- -- GENERAL NOTES - --- - - - __-- _- - - 5HEATHING AND 5IDIN6,FRAMING ANCHORS OR CONNECTORS SHALL BE UNTIL 151 TIER OF FRAMING 15 IN PLACE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDSINDICATED IN 'SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL --- ----------------- - ----- --- - - ------- - 1. FOOTINC75 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT LEAST ONE STUL- >T EACH SIDE OF OPENING. LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STRAPS SHALL E ATTAG{-IED TO EACH PAIR OF OPPOSING 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES,ETC. TO BE FILLED - - - - - - - -- - RAFTERS EXCEPT WHERE .:OLLAR TIES OF 1"xb" OR 2"x4' LUMBER 15 SOLID WITH CONCRETE. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE 6-003. 5. INSTALLATION PROGECM:-:5 SHALL ALWAYS BE CARRIED OUT AS PER RAFTERS. MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. STRUCTURAL DESIGN LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.5.1., U.O.N. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER -- --------- - -- ...--- ---------- - ------ ---- ----------------- --- - 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERYSPECIFICATIONS OF THE PRODUCT BEING INSTALLED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH USE LIVE LOAD DEAD LOAD .. 16" WITHIN 4' OF EXTERIOR CORNERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY -_ G002mOO 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. ARCHITECT EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR:BOLTS HAVING A MIN. BOLT DIAMETER OF I" AND 3"x3"x " WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 8. ALL CONNECTORS SPECIFIED AS A "WE35TI U TOP MOUNTED BEAM 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - HANGER SI-FALL BE ALLOV�IED TO BE SUBSTITUTED WITH A TOP MOUNTED DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR (1) WALL TIE PER (3) 50. FT. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. --- -- --- - -- ------ -- - -- -- - - -- - - - - DATE: 11/12/20 2 OF 4 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MASONRY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, PASSAN6ER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. MEGHANIGAL,FUEL 6A5: I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE ATTICS WITHOUT STORAGE (MAX CLEAR HOT ( 42") 10 psf 15 psf 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. NYS MECHANICAL CODE AND FUEL 6A5 CODE ---------- - - FROM FOOTING TO 2" ABOVE FINISH GRADE. ATTICS WITH 5TORACE (MAX CLEAR HOT > 42") 20 psf 15 psf �E A 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf G F p CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - - - ---- _. _.- 4/ ��4 O�� OF 40-F AND FALLING, UNLE55 APPROVED BY ARCHITEOT/ENCINEER. NO - p P SLEEPING ROOMS 30 psf 15 psf 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY --- _- __----_---_------_ -.-_-- --.____-- __.-- .-------.__--- .--- --_- -- e ¢r•a� c ARCHITECT/ENGINEER. �C STAIRS 40 psf 15 psf I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. GUARDRAILS AND HANDRAILS 200 psf 15 psf (j Gj s7Ao a 14. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN66 ARE TO BE A MIN. 10" DEEP PROJEGTIN6 6" ON EACH 51DE OF THE FOUNDATION WALL. 12 psf FOR ATTIC PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 p5f 15 psf FOR CATH. CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED - - - ----- -- -_-_--- _- - --------------------- - - -- AS IN SOLID d SOUND CONDITION WITH EXIST. FOOTING OF MIN. 16"E WIDE x D "ALL STRUCTURAL DEVON CONSIDERATIONS ARE IN CONFORMANCE WITH DEEP 4 3'-0" BELOW GRADE. A50E 1-10 (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER 5TRUCTURES) 0ENERAL SYM50L= <E`I' : Q • _ NEW PARTIAL HEIGHT ~ Oo EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. STL. _ LLJ UJI Q N EXISTINO TO REMAINWHEN APPLICABLE) Tq NEW WOOD FRAME (L.(5. NEN FOUNDATION WALL Lu >_ 5TL. WHEN APPLICABLE) ................. ......... ... .................... MIN. (2) 2x4 STRUCTURAL . ..... .... . _ NEW I-HR FIRE RATED ❑ _ } WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS ................ (MIN. (2) 2 xb STRUCTURAL ::.;::.;:.:': ... ................. .....:: ............ ....... WHEN APPLICABLE) ,:::. Lo d7 P05T FOR 6" WALL5), U.O.N. ......... ..:::: NEW 2-HR FIRE RATED Lo ira WOOD FRAME (L.O. 5TL. � m WHEN APPLICABLE) .......... ..... ... ....... .... ....:::::.:.::.::............::. .::.:::::::::.. ..' : ...............'.. .. :'::.......... ............. ......... uj -. .. ... N J ....................... Q ..... .:. O .............................. FLOOR PLAN NOTES :::::::::::::.::::...... ... . -� r-1 NEN O WOOD BURNING FIREPLACE: ........................... .............. .. .. .... .. .: I. INSTALL PREFABRIG,ATED 42" O WOOD BURNING FIREPLACE; .::.:::::::::::::::::.:::... 2.MAKE d MODEL TBD i_ i i .................. ............................... ..... ............................ . ........... ..... ........... .............:: J N 3.INSTALL PER MANU. 51"EC5. FLUE W Q 4.ADJUST FRAME SIZE A5 REQb EXIST. 2 2.r.- �� FOR CLEARANCES ............... .................................. .......................... Y oQ .. NEW FLUE. O OI. PROVIDE ZERO-CLEARANCE FLUE THROUGH ROOF PROVIDE DY 4EL I NV .... . ..... 103 OR UL# 103 HT) -• INSTALL AS PER MANU. SPEC.'S - PROVIDE NEW WD. Ft?. ENCLOSURE w/ 1/2" CDX PLYWOOD d 51DIN6 A5 NOTED SPIKED AND STRAPPED 1,4/ 1-1/4"x 20 6A. COIL STRAP TO EXIST. ROOF 5HEATHIN6. Lu 2.PROVIDE ABESGO F7200 FR EXPANDING FOAM (OR EQUAL) AT ALL PENIRATIONS AT FLOGRS/WAL LS/GEILIN55•PRODUCT CONFORMS TO A5TM O H E 5I4, A5TM E 84, AND UL I4'79. - LLJ 3.MECHANICAL FLUE TO ExTEKD O MIN. ABOVE ANY ADJACENT COMBUST ISLE STRUGIVRES WITHI N 10'-0". - .......... r- 2 .............. .......... U ... ..... .. ... ..... ::::::::::::....... 1 J ............................... ..::. . ... ...... . .:. Z J ..:....... .. ............................. ..... 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'.:.: ... ..m...... .....................:.............»n�,.��......................... :. ....:.......:.. r PROPOSED F I RST FLOOR FLAN FROPOSED SEOOND FLOOR PLAN PROPOSED ROOF PLAN 50ALE: 1/2" = 1'-0" 50ALE: 1/2" = 1'-0" 50ALE: 1/2" = 1'-0" z w z � I 0 t(1 SIDING TO MATCH - ---- -- J - - EXISTING HOUSE Q -- 7-- PROJECT: TATELMAN - RESIDENCE - -- 1700 CEDAR DRIVE GHIM. CHASE SEOURINC (9 STD. SIDE NALL - - - ---- SOUTHOLD, NY 11971 -_ - - DRAWING TITLE: - - - - - PROPOSED FOUNDATION PLAN NOTE:_ PROPOSED FIRST FLOOR PLAN (51M. ,o CHASE WITHIN PLANE OF ROOF N ,: _. , ,. : ;>,. ::i W ' t PROPOSED ELEVATION W STiJDS TO ATTIC FLOOR d BLK 6 TO ��' � �� ��`��'�� R/L SIDES w/5TRAPPIN6 TO R/L 51DE5) _ - __�_-___-__ -iD - ��•• ,'��,',4 `, >��•.' ;<{� DESIGN DETAIL TOP PLATE m O l0j -- v : •�'J'r,,.'£Y'xi; GHIM. CHASE WALL a = }r': . . ,' :, PAGE: `� O .:;: O V _ 101000 3tu -------------- ROOF O z - - ----------- - - - -- • DATE: 11/12/20 3 OF 4 REQb BL.OGKINO QQ TO ALIGN w/5TRAPPING W OLa O EA. LEVEL ABOVE THE FIRST FL. o-w X 6•� � 1 �4N HIEN P N6 SIDE: VIEN L q �374aC`' yo SOUTH ELEVATION (R I O H7 SIDE) SCALE: I/4" = I'-O" OF Pg��