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Town of Southold 1/28/2016 (114).N‘ P.O. Box 1179 53095 Main Rd ilikt � Southold, New York 11971 'oft CERTIFICATE OF OCCUPANCY No: 38066 Date: 1/28/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 780 King St,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-8-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/21/2014 pursuant to which Building Permit No. 38698 dated 3/4/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porches, screened porch, and second floor decks, to an existing one family dwelling as applied for per ZBA#6708, dated 1/23/2014. The certificate is issued to Walsh,Robert&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38698 12/2/2015 PLUMBERS CERTIFICATION DATED 12/4/2015 H dy Plumbing& Heating Au o ed gnatu e (pciTiii;›,,,,,„ Town of Southold 1/28/2016 `;,I 11(:0: P.O. Box 1179 53095 Main Rd d Southold, New York 11971 ttti1 CERTIFICATE OF OCCUPANCY No: 38067 Date: 1/28/2016 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 780 King St,New Suffolk SCTM #: 473889 Sec/Block/Lot: 117.-8-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/21/2014 pursuant to which Building Permit No. 38698 dated 3/4/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory two car garage with storage above and second floor landing with stairs, non-habitable, non-sleeping, as applied for per ZBA#6708, dated 1/23/2014. The certificate is issued to Walsh,Robert&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38698 12/2/2015 PLUMBERS CERTIFICATION DATED Aut9idSea' ture TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ¢ SOUTHOLD, NY is,, ,„,.Y,, ,fi 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#: 38698 Date: 3/4/2014 Permission is hereby granted to: Walsh, Robert 227 McKinley Terrace Centerport, NY 11721 To: Additions and alterations to an existing single family dwelling and construction of an accessory garage as applied for per ZBA approval. Two COs required. At premises located at: 780 King St, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-8-11 Pursuant to application dated 2/21/2014 and approved by the Building Inspector. To expire on 9/3/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,405.60 ACCESSORY $522.40 CO -ADDITION TO DWELLING $50.00 CO -ACCESSORY BUILDING $50.00 Total: $2,028.00 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: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. 2. /511 `} New Construction: X Old or Pre-existing Building: (check one) Location of Property: 7 go 1<i N G ST.EE T NEW SU FO L K. House No. Street Hamlet Owner or Owners of Property: Co 6E P T \n/A LS H Suffolk County Tax Map No 1000, Section 1 17 Block g Lot 11 Subdivision Filed Map. Lot: Permit No. ./Call yj Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ir)Vature I' , Efe�r ��• �*pF SOolyc Town Hall Annex �� . Telephone(631)765-1802 54375 Main Road t * * Z Fax(631)765-9502 P.O Box 1179 . G ':1 i Southold,NY 11971-0959 ; ,cly �oe�,'` roger.richerttown.southold.ny,us .CoUNT`I,N ��,0 .•S� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To. Robert Walsh Address: 780 King Street City. New Suffolk St: New York Zip: 11956 Building Permit#. 38698 Section: 117 Block: 8 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: JP Ryan Electric License No 4811-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 86 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 14 Wall Fixtures 8 Smoke Detectors 6 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 79 CO Detectors Sub Panel 2 NC Blower 2 Range Recpt 1 Fluorescent Fixture 19 Pumps Transformer Appliances 2-D1A Dryer Recpt 2-20/ Emergency Fixtures Time Clocks Disconnect 200A Switches 65 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Combination Smoke/CO Detector, 4- Exhaust Fans, 3- Paddle Fans, 1-Hydro Massage Tub, 16 ARC Fault Circuit Breakers. Notes: Aal Inspector Signature: 4 ' , --------' Date: December 2, 2015 Electrical 81 Compliance Form.xls �f�o�,o>r so�ryol��> R. o � Town Hall Annex (41 * Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 \A q,f, COUNT(,�� BUILDING DEPARTMENT LD i TOWN OF S �! it i* DEC - 9 2015 i CERTIFICATION Date: ) 3 f G' Building Permit No. 3 le Cie Owner: 2 (Please print) Plumber: IT C)( lUy i r Ct* �Qt r (Ple e print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Si ature) Sworn to before me this day of17CC_et'-- V, 20 1uytia±(0...-42_0.3a4 J.PEAR:;;‘,..t. 'S moiety PuoaC,Stet:of New York No.01 PE62O01 y8 Qualified in SUotk Courtly ��/-� l Term Expires Febnry 2,201 Notary Public, g`)�' D —County o D' ,,,,,,, ,,, �'�OOUNf 1,,,,,•' TOWN OF UTHOLD BUILDING DEPT. 765-1802 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: A14- C&Jo at€i""fre--,,,crS /47j c_Fiki-(4) Cee XAr/4-(7.1. cqj /a/ - LIQ _ , `,„� _� . _ :144MO DATE 11 l6 �k I SPECTOR „„„„„„„„„ .11.'1 ��ho�4OG SO04;Io`` , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ] F UNDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULK - REMARKS: DATE � INSPECTOR 3 3G I6) ................ �o� *OF SOlItfig`` O �0'11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT [ ] FOUND ON 1ST [ ROUGH PLUMBING [ ] F DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE TLATION [ ] CAULKING REMARKS: t' LA-AU GJAP/ 5/ c! t 'sem. ievi AV MM. MPIIIIMMINAgft lix, �`W tvP=Mil. Mgr DATE �� - 1 INSPECTOR 3c8(p9 .(f TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE R !STANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARK Pe'n fkr? clk) /rid. 04--(AI /fIttreLf "WiN/A,T (:)1/4)1Zd 9T-Og DATE ei INSPECTOR 3 8 ,OOOOO oe,...... r9 � �����FSO�jyo< : i * € \ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ SOLATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ HULKING REMARKS: 1 t So A i€_ 'Z,/ 1 — arf , Vie-ill , - iii -v A: - .., .,7 i /\ of r " i J....,' ' e2.91- Li. (TI-4f.-7 V 7-- ,;..e. - - / - '77,tici-t-O&1 / ,..-: 'r 14 *''' , at 1 DATE S i Li 1 INSPECTOR. lic.-1-1/ ��,%- ,OF sooty-a-% wigemilmimmmomi ,`pto 9,12 \--- courin-...'' i TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: eourrk CC-t:C_.-- ° te---- DATE4#774/( INSPECTOR 38( 1 , 2._ ,,,,,,,,,,, �o*pf SOOryolo`: 0€ i�it� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATIONr„.„,ix, [ CAU G REMARKS: DATE r • INSPECTOR 386 c--? o ,\-% ,4444/ 4441,1; TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO PLUMBING [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: SC.— KetAA,dcA Efe--e<, 59-2,--A-4---\ )747/47(2 fiI 17-(- DATE 4'DATE it(tq I (-C.- INSPECTOR A-7/1 ,,�OF SOUlyolo(14 \, * * ZtiCP TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) k ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: d DATE j INSPECTOR JOSEPH J. SCARPULLA ARCHITECT architecture ❑ interior design • Date: July 24, 2015 To: Town of Southold Building Department 54375 Route 25 La*• Southold, NY 119711 1 I Attn: Michael Verity— Chief Building Inspector l i JUL 29 2015 Re.: Walsh Residence 780 King Street New Suffolk, NY 11956 Dear Mr. Verity: With this letter I wish to certify that I have fully inspected the above mentioned residence during construction and can verify that to my knowledge, information and belief, that the framing, strapping and insulation has been constructed in a professional manner and in accordance with the plans approved by the Town of Southold and conforms to all of the requirements of the New York State Building Construction Codes. • • If you have any questions, please contact my office at 631-673-8078. Regards, (jrkED ARc ,okiN sac, 411110 0 kr • -r& Q./ co A 611111P * * Joseph . carpulla, AIA, NCARB �� 4/0 01 8'3c''� yOQ cc OF N E`N • • • • • • 251 main street,huntington,new york 11743 • telephone 631.673.8078 www.jjsarchitect.com . . . • , , • _. FIELD naiiccityptRzporr DATE i COMMENTS • 03 i . .. //oi 1 -;/117-0NIvc ../_,,ThAt 441 H\ m.,4,),.4‘,i— ii/e444/ _(.0 col . FOUNDATION(1ST) i of"AtodvA idao-- T6 :#40 0 cz 6,tif 4,v,.. _ 4-- .-C) • .. .1..i - . 153 Mr; ..,- di li 471A f oj • / • FOUNDATION(3ND) . ••• /21: . ca V txi 2 '\ Ir , - ' 1 3/31 I 0 '1.,f_A--,te_. kss-ki,-, . • cf//),A7T__ Grm.„4-o- --0 / ./-11/-_, 1064" _,..„eil-H‘ .01) • 4./q/A.A.,\ d ' , _ OW -10 ..f,f7( • ROUGH FIZAMINO& 7 IS'I PLIIIVIBMTG -1/44/i. A .,p J./' .-,.., ;- /Iii-id, evv_ 41 • "Ii_i_., 51— _:c.t4d 0 1W ) 4317116Ar7) fZi') A IlL 4 P i f e a le ' A,.. .,4-......, iillill11111111111111 . • . 1r/.1 - ?, • • 1 (74.4_ /4 ---.51-' ., ,) , . . f,p, -Le.._ ,4 ,, - ,\-47---- 4C11/. ___`74 _ 1 INNOLA.TION PEA N.Y. STATIC MERCY CODE • 7-)Gce_.1Z-9---r-ti 40 ^6 i-( .‘-.271-0e• p . . ,.. . - . . o 1 (5> • . . . . OfT i - r. ' ,- 4•141.-L*IiiidliM .i . ' )/ ;-11 • /1-nif . ' - / . CO FINAL , - ...1...4...._ _ /19)1-4 C‘62trif-- 7, _ . . • E.; ADDITIONAL COMMENTS • • rzz, L4 WNW 27 i '71‘f c-- Yr)D , . 1 t li A C u,A ci, 1,0 ciJri on ci-Piet d' 1 \t -6AivvItA . -- * • , z . -----. ivzi_ lci fos rmeAeveci. a rne.nol me_n-1- 40 r-17.4-rse4 ) 11.5 P4 5/4-/// a VC -,ii ts— ed,c,c - FRVAIIII27 • , '6.4.to--1 (ZT• st,74-3,f,/ ,? .. vz /Pirm-te• Og \y) v, 4_ , A • — 0 -G- 44-15 56),IO4 oyd- . - $ , • • • 0 • z • ' . . . • . 7- 1 . • . , . P M • t: • . • . _ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form ri r k N.Y.S.D.E.C. 4 Trustees Anti 'i Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c /0 J( // Pho - - 1 V 9 Expiration ,20 4 11) I Qi2 G Q i - rkThI I _ Building Inspector 'PLICATION FOR BUILDING PERMIT OCT - 22013 ._____1 Date SEPT. $0 ,20 ( 3 INSTRUCTIONS a. is application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. if a • "ration) 22 N4 C ICAO Lir T'C .ci. 1 e 7M 1 M! (Mailing address of applicant) t 1121 State whether applicant is owner, lessee,agent, architect, engineer, general contractor,electrician,plumber or builder cVAJNE1Z Name of owner of premises 1e.O13T Vv A L 51-4 (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 proposed work will be done: ao 1 (rJ l0 5TR ET NaVV SU i9 D Uc House Number Street Hamlet County Tax Map No. 1000 Section Block B Lot d( t 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 5 - L �A - L�( Re-St D cite b. Intended use and occupancy St NGoLU 1 VN I L'? lZESl fl e4 Jct 3. Nature of work(check which applicable):New Building Addition Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 2. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 5$,e5 Rear 58.4 Depth 2 4..5 Height 2.4: Number of Stories 2. Dimensions of same structure with alterations or additions: Front Coo.5 Rear (oO.S Depth 40,5 Height ,S' Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 10( , 2 S Rear l o 1 . 40� Depth l o 1 • a <o 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 44 IJ 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 n ✓ it 14.Names of Owner of premises R.we is u Address c.cc;Mzr - ,�, z,i•Jury ' Phone No. 516. 6 Z40 . 2 241 Name of Architect JoSEvtt scorantuat. Address 251 maul sr. wawT. Phone No 631. 475 . S Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO ✓ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO v� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SUfl'DLK being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Hc is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before „ i_s 2"° __ -' 201 Si ature a>at� N. P.bill,State of New York Qualifi d i Suffolk County N..4920206 Corn xpires Feb.22,2014— i- TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N Y S.D.E.C. Trustees Flood Permit Examined 44 ,20 19 Storm-Water Assessment Form I Contact: Approved 3 1 ,20_1 Mail to: Disapproved a/c 1 Phone: /0D, I (44)_s- c4.(-, g Expiration f ,20 J II a- .� ---- --. —_ ) ;.,'^� Building Inspe ;\ APPLICATION FOR BUILDING PERMIT FI, ') 1 2014 ._..... (/ -- � Date ,2 - 1� - , 2011 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. -.,--'-''' --41---..i.y_...diad . '.-'1ap name :rporation) 2 `i katNtrit-7--cr�Ce evNir k (lyailing addre�s of applicant) I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 w l-1(I-K Name of owner of premises i o g F gT W A I SH (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 proposed work will be done: —7 00 Kc^i4 Sre.EET KA EW SUFFot-K House Number Street Hamlet County Tax Map No. 1000 Section 111 Block 8 Lot 11 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 K.E S E N-n AL l S I N G L ti FP.M‘L, b. Intended use and occupancy l;E s b E N T 1 Al 1 S►N Cr L E FA ro►L Y 3. Nature of work(check which applicable): New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front SS. S Rear S S ,S ` Depth I ' , 0 Height 2z , ' Number of Stories i Dimensions of same structure with alterations or additions: Front 50, 5 ' Rear Co 0 '3 Depth 4 O. Height z 9, 2 c' Number of Stories 2 8. Dimensions of entire new construction: Front 5.9, S ' Rear GO , 3 Depth 4 O. to ' Height 2 g, 2 5 Number of Stories 2- 9. Size of lot: Front ► 0 1 , z SI Rear 101 • 4 0 ' Depth ► 0► • S b 10. Date of Purchase Il/a L 13 Name of Former Owner Ke41 11. Zone or use district in which premises are situated H 13 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 eem4erport, tt-�ic 14.Names of Owner of premises 20 BE f-T W. Ls-t-4 Address ,. . ., ►'✓li Phone No. (,31- 1IdS of(J42 Name of Architect )0S EPH SCA ze uL L A Address Marra u.. Phone No (,31-1.13- S 7Yr Name of Contractor Address Phone No. 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 BFj.REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO lX� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) eo be r l- S UA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the Oc„F,r r- No.01BUM 116050 (Contractor,Agent,Corporate Officer,etc.) Qualified In Suffolk County Commission Expires April 14,2 OJ k of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn before me thi day of i - i Z..L ! 20 11111111 Notary Public / .. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 15, 2013 TO: Robert Walsh 227 McKinley Terrace Centerport, NY 11721 Please take notice that your application dated October 2, 2013 For permit for additions, alterations, and an accessory garage at Location of property: 780 King Street, New Suffolk, NY County Tax Map No. 1000 - Section 117 Block 8 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 10,317 square foot lot, with two front yards, in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35. The proposed construction(additions and alterations to dwelling)notes a front yard setback of+/-7.5 feet(King Street)and a front yard setback of+/- 30.6 feet(Second Street). In addition, the proposed accessory garage is not permitted pursuant to Article IV Section 280-19, which states; "Accessory buildings shall be subject to the same requirements as 280-15 of the Agricultural Conservation District,"which states; "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory garage is noted as being located partially in the front yard(Second Street). 411410 ) Authorized Signa • - Cc: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: October 15, 2013 AMENDED: October 22, 2013 TO: Robert Walsh 227 McKinley Terrace Centerport, NY 11721 Please take notice that your application dated October 2, 2013 For permit for additions, alterations, and an accessory garage at Location of property: 780 King Street, New Suffolk,NY County Tax Map No. 1000 -Section 117 Block 8 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 10,317 square foot lot, with two front yards, in the HB District, is not permitted pursuant to Article X,Section 280-46,which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the HB District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference,with the same force and effect as if such regulations were set forth herein in full." The proposed construction(additions and alterations to dwelling)notes a front yard setback of+1-5 feet(King Street). Pursuant to Bulk Schedule, a front yard setback of 15 feet is required. In addition, the proposed accessory garage is not permitted pursuant to Article X Section 280-45 C., which states: "(1)Accessory uses as set forth in and regulated by 280-13C(1)through(7)of the Agricultural- Conservation District, and subject to the conditions set forth in& 280-15 thereof,"which states; "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." The proposed accessory garage is noted as being located partially in the front yard(Second Street). This Notice o disa..roval was amended on October 22 2013 to c ct errors. Authorized Signature Cc: File, ZBA Office Location: ,O�QF$Q(�ryl Mailing Address: Town Annex/First Floor,Capital One Bank �� ~Jiii O 1 53095 Main Road 54375 Main Road(at Youngs Avenue) 1 P.O.Box 1179 Southold,NY 11971 aQ,���` Southold,NY 11971-0959 O. JAN 3 Q 2014 u http://southoldtown.northfork.net BOARD OF APPEALS --" 1 DG DEPT TOWN OF SOUTHOLD Tel. (631)765-1809 Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 23,2014 ZBA FILE#6708 NAME OF APPLICANT: ROBERT WALSH PROPERTY LOCATION: 780 King Street(corner Second Street)New Suffolk,NY. SCTM#1000-117-8-11 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINIS IRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 30, 2013, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Applicant's property is a 10, 317 sq. ft. parcel in the HB Zone. The northerly lot line measures 101.25 feet along King St. The easterly lot line measures 101.80 feet along an adjacent parcel. The southerly lot line measures 101.40 feet along another adjacent parcel, and the westerly lot line measures 101.86 feet along Second St. The property has two front yards, and is improved with a single family dwelling, as shown, with all proposed additions and alterations, and proposed detached garage on the survey drawn by James C. Weed, Land Surveyor, dated May 13, 2013, and the site plan drawn by Joseph J. Scarpulla, Architect, dated Sept. 30, 2013. BASIS OF APPLICATION: - Request for Variances from Article X Section 280-46 and Article III Section 280-15 and the Building Inspector's October 15, 2013, amended October 22,2013 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling and an accessory garage, at; 1) less than the code required minimum front yard setback of 15 feet for dwelling additions,2) accessory garage proposed in a location other than the code required rear yard. RELIEF REQUESTED: The applicant requests a variance to construct proposed additions and alterations with a front yard setback of 5.8 feet to a proposed roof over front entry, and a variance to construct a proposed detached garage partially located in a front yard. AMENDED APPLICATION: During the hearing, the applicant was asked to bring the plan into more conformity with the code. The applicant on January 17, 2014 submitted a plan that relocated the detached garage closer to the house, creating a larger side yard setback at 15 feet, and bringing the plans into more conformity with Code. r Page 2 of 3-January 23,2014 ZBA#6708—Walsh SCTM#1000-117-8-11 ADDITIONAL INFORMATION: The applicant submitted information pertaining to variances that were granted in the area with similar setback relief. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9,2014,at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood contains numerous existing principal and accessory structures with non-conforming setbacks. In addition to the 5.8 feet front yard setback for the principal structure to the property line,there is a grassy buffer of 10-15 feet before the edge of road pavement. This property has two front yards, and although the Applicant's proposed location for a detached garage is partially in a front yard area, the setback will be 15 feet from Second St. A garage is a customary accessory structure to a single- family dwelling. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing single family dwelling has a nonconforming front yard setback, and any alterations or additions in the front yard area will require a variance. An available site for a detached garage is limited by the relatively small size of the 10,317 sq. ft. parcel, the location of a septic system, and the fact that the property has two front yards. A detached garage partially in a front yard requires a variance. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a 5.8 foot front yard setback where 15 feet is required by Code is mathematically substantial, representing 67% relief from the code. However, most of the renovations and additions will utilize the building's foot print and existing front yard setback of 8.5 feet, except for the proposed one foot build out along part of the front elevation, and a covered, stepped entrance. The variance granted herein for a garage partially located within a front yard area is mathematically substantial; representing 100% relief from the code required location. However, this is mitigated by the fact that the property is relatively small, has two front yards, and the garage will be only partially in a front yard area, and will have 15 foot side and front yard setbacks. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The Applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions, and a new detached garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Dantes, and duly carried,to GRANT, the variance as applied for, for the setback requests for the additions and alterations to the single family dwelling and shown on the survey drawn by James C. Weed, Land Surveyor, dated May 13, 2013, and the site plan drawn by Joseph J. Scarpulla, Architect, date stamped received by the ZBA on January 17, 2014. 1 , Page 3 of 3-January 23,2014 ZBA#6708—Walsh SCTM#1000-117-8-11 DENY,the variance as applied for the accessory garage and; GRANT ALTERNATIVE RELIEF, the accessory garage shall be set back 15 feet from the southern property line and 15 feet from the western property line as shown on the site plan date stamped received January 17, 2014 by the Zoning Board of Appeals prepared by Joseph John Scarpella,RA. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of Board: Ayes: Members Weisman(Chairperson), Schneider, Dantes, Horning. Absent: Member Goehringer. This R :of was du adopted(4-0). 1 • Leslie Kanes Weisman, Ch irperson Approved for filing / /2014 ',s,,lu,,,,,,,,,, l.1FFQ 110. Scott A. Russell .••'�,°S James A. Richter, R.A. SUPERVISOR z Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 : OI 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 1::. 14/ i Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US • * �,,,,, JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US .--. Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER. (If Different from Applicant) r A NAME: C (1c..14- 04-1-sit NAME. ��i!yc,c.4 wli/ t 11 ADDRESS: -1S'-0 Kt In �,{, ADDRESS: 0)41 M C KI e �lr4CC l k- i HI CeAt 4 Dor / 1 l-V-( Telephone Number. Telephone Number 1.4231'-60-r vufr Completed Applications can be picked up at the Engineering Department after being notified by the Department, or, it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: Property Address / Location of Construction Work: SCTM #: 1000 111 k 1i h ,it �k District Section Block Lot Required Documents for Stormwater Review: # Copy of Complete Building Permit Application. AE Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. )IE De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. IE A Complete Description of the Scope of Work Proposed under the Building Permit Application. )IE A Completed StormAk Revie, Checklist. If No or NA are Indicated, Justification is Required. f OR .RING DEPARTMENT USE ONLYReviewed By / Date: G Ze /f App oved• Adt onal Information Required: •••••d•••,suFFgk MCHAPTER 236 , STORWATER MANAGEMENT CONTROL PLAN CHECK LIST ••• �'L u ��� •� DATE: APPLICANT. (Property Owner,Desi n Profe sional, gent,Contractor.Other)�J .•�• NAME: Ic OY �'S 1•-.,,0-! * `T' .••• S C T M #: 1000 ((1 ? c 1 p X31- " • Telephone Number. (-( S — lit, ,,•,,,, District Section Block Lot S M C P - Plan Requirements. The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided' l A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items. YES NO NA If you need additional room for explanations, Please Provide additional Paper a. Location & Description of Property Boundaries }<1 b. Total Site Acreage. 11S2 ' c Existing- Natural & Man Made Features within 500 L.F. - ) of the Site Boundary as required by§236-17(ct2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water 11 L__I e. Limits of Clearing & Area of Proposed Land Disturbance. II ji i / f. Existing & Proposed Contours of the Site (Minimum z Intervals) 1,><J S t.1e._ iC 4t r�i((y �►4i c�.,. d w:t 1 tr 40( P c50- g Location of all existing & proposed structures, roads, I�J�� O / driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& L—�L^� proposed structures. I Location of proposed Swimming Pool and discharge ring. X t-(D foo( -to 16e- 1 k- S-- t cP j. Location of proposed Soil Stockpile Area(s) 1�1 ( i k. Location of proposed Construction Entrance/Staging Area(s). <Il _I I. Location of proposed concrete washout area(s). ._L—J m. Location of all proposed erosion&sediment control measures .<[I___ J[_ 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 15<1 I on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. >c ITT b Construction Entrance & Site Access. x ET c. inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g. infiltration basins,swales,etc.) X I FORM * SWCP Check List -TOS JAN 2014 Town Hall Annex 1* 116 Telephone(631)765-1802 54375 Main Road (631)76 - 5 P.O.Box 1179 ��� roger.richerttownsouio .nv.us Southold,NY 11971-0959 �� �� y i1 ....•F4 BUILDING DEPARTMENT TOWN OF SOUTTHOLD APPLICATION FOR ELECTRICAL INSPECTION j REQUESTED BY: Date: Company Name: `l I ( l Ryan Ejec r+ Name: aurnes k u n License No.: 8 11 - r // l Address: 71 r Pi k)-e Ave- ..� J4/ ) „0r/! 7 Phone No.: / L JOBSITE INFORMATION: (*Indicates required information) *Name: CR(4)e.11- 43A *Address: 7 ny 6.1-r -1.-- r *Cross Street: !pewee j . / 16-1- ana a r„, *Phone No.: (_ a?"/--33Oa_ Permit No.: _At 3S(0-1)18 Tax Map District: 1000 Section: (11 Block:' Lot: - ©I ( *BRIEF DESCRIPTION OF WORK(Please Print Clearly) tic/ .i L2)1 O h. /l i 7 r (vee--- / oaSe yr 1Yeo s (Please Circle All That Apply) *Is job ready for inspection: D 14 NO Rough In Final *Do you need a Temp Certificate: NO Temp Information(If needed) *Service Size: 41=310 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect(Un-dergroun umber of Meters I Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION x-11 --ic 82-Request for Inspection Form P I C I [ I v� •I b `T A -k /„,,,_, ,, _, , , , , // TOWN OF SOUTHOLD P> OPERTY RECORD CARD _ ,R,vm R_,„,,,/ f` 44-a te _0( STREET -7---7 ( VILLAGE DISTRICT SUB. LOT nAt'orAct_ci n" Kcir_ , 3,r1 /7: }-e e 7"- .��wf ii00 )4.S`" ,Qesc. - -_ _ E/moi ACREAGE /U N, V1ce � " njJ{etOis NA1.yaa+ r- ee. 7 0 1 4vent rs11 cJh0eI 7, lttirk 4.0r. , •i• cti eta' W �- TYPE OF BUILDING t /A,N - J Rcx pp 7-�/ d t V �, a.- _, r�2,c . nrt�L � r Kt. i,je�'�h RES.)--‘0 ift VL. FARM COMM. I IND. CB. I MISC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS 4 d y60 "7Q d 1 /a9 / SOLD ., Ooo. Est- /9.R07,--Rs /e Siran. „ JAaK PC 6‘e-'0 41/00 7©G p 4./4 2 J ,• $6 Tlo Y._a e a14yc L L yreds P 4 A Q tL c.B do/ 'e m e w etni 4 re e P b JS-6 6 , Y Q 6 ,r /s _ �h//;- re J7 " 'e c . <k en'. "56 ; /1 Q Citi C°I/olY !f g/`. - , OCG j',(, ,, f.--.-0 / 1ioJ sL7,PievAA/e4:" DAY tre avcifew. g't5 e, / -5 /7iy 14, KR R• ORS. p 9 9 9 / �'6a � Ga � %/ G/7/7� SOLD /5,500• Si:. - d�ach' �tf�t% �o � 5 AGE Z s 0 BUILDING f ,ONDITION/ � ////6/';'i /3LD. /t ' /9Lo. 4,DD�:iaiv 2-C �'6•u',U NEW NORMAL 3 413ELOW 1//s/f4 ABOVE FRONTAGE ON W•TER /00 d'�� o`' K/%, Farm Acre Value Per Acre Value FRONTAGE ON ROAD �r�e e — U /a o��i a h Seca h 4l J341-e a I, 14 €4'o� Tillable 1 BULKHEAD Tillable 2 DOCK Tillable, 3 114%=L 1175/10531- kars 4vrs lo 14fj 4ane.- /Y�� Woodland (q 0c2-Li aG ,49`C -494 a.&o, -iv f ato. 4� Swampland �` /i /iL1zpKcfz -� 73 3ID Ka.,, N C.� Brushland `„ "— --'" G/ i//34 izi3b p 4'73 -/< 4,0 Wes $3 7:c c o House Plot Total i I L .. 1 — . 1/ .,"1. 4,44.i r '\ t t ( �/4-z'';{ ilk I �r1 a>:_ WiAF I/, �/ — f; — it tl . 2 I� r '6011% ii.I.. -- — __ . , sfy, r4 !" - '‘i‘ • - - I iI A t i - M. Bldg. O a Ud 1 ' Foundation' ` s etc—. Bath / 7 i�d_ _,3 Q. : _ Ex_ens�'on ` k �1 ` G G ! „S,a d / Basement Ajv'i _ Floors F/ tem, Ext. Walls / • Interior Finish xtensior t� X .� D i � 1'1/ e.�ia� Extension 1 / Fire Place / Heat �� Porch _ Roof Type Porch Rooms 1st Floor 4/ Breezeway Patio Rooms 2nd Floor Garage � Driveway Dormer O. B. i Robert S. Walsh 227 McKinley Terrace Centerport,NY 11721 631-425-2668 August 31,2015 Ref: Permit No.38698 Dear Sir/Ma'am: The above referenced permit had an expiration date of 9/3/15. As of today all inspections have been performed,save the Final Inspection.We expect to request that inspection within the next 60 days. Thank you for your consideration with this matter. Very Truly Yours, Robert S. Walsh --1 ';' 1\' SEP 1 0 2015 i L \ ,l � a� 1 --____ I L i '*pf 4 Ol0 Town Hall Annex : Telephone(631)765-1802 54375 Main Road ; * Fax(631)765-9502 PO. Box 1179 GQ ,i Southold,NY 11971-0959 : i0 1� COUNTY,�V-61° .."...""or • iii December 14, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Robert Walsh 227 Mckinley Terrace Centerport NY 11721 Re: 780 King St, New Suffolk TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: 1 , Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 38698 — Additions/Alterations ....... r 411IP 4orliiii (:::e( rl0„ 1 -7 ^. :R �-`1 KING STRE�E' , 1Y2,11111PIF P.O., SRS°?l'10°E TRlW1WAY) 101.2P °6 K BP NM tl8 w NOTES: ____ ._. 27,4111:354"'". .''I I ). PROPERTY KNOWN AS LOT II.BLOCK B.AB SHOWN ON THE OFFICIAL IMAM?OF THE COUNTY OF SUFFOLK i ~ 2. AREA•PO,]tl&F d103]TAC. lit it 1\1161 WSW MIN F.. ' e 1 3 UNDERGROUND UTILITIES HAVE NOT BEEN MANSE BEFORE ANY SITE EVAUNTIDN,PIEPA ATKW OF I DESIGN DOCUMENTS OR EKCAVATK]N IS TO BEGIN,THE LOCATpNOF UNDERGROUND AJTIJTER SHOULD SE VERFIED BY THE PROPER UTUTY CDMPANES ,, IF0410I. THIS PLAN IS EMBED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FELD BY CONTROL POINT Rl°G''AVM=.MOP 1.8'I . ASSOCIATE&INC.AND OTHER REFERENCE MATER.ASLISTED HEREON " rI. _ S THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REP CRT AND IS SUBJECT TO THE 27.6RESTRTIONS,COVENANTS ANDER EASEMENTS TCOM/WED MAY BE COED THERESA W `b J IC 0 THE FL STENCE OF UNDERGROUND STORAGE TANKS,IF ANY,WAS NOT KNOWN AT TE TIME OF INE FIELD SURVEY 1(44 I AELEV TIONS ARE BASED UPON NAVE 1888 PER GPO OBSERVATION UTILQNGTHE KEYSTONE KENNETNETRgix • �N 55 B.? m IoS I TIE OFFSETS SHONE ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE,FENCE. (/]p N .4 '4I • BLOCK 8 PERMEHY ADDITION.ETC. AA LOT 16 O - BLOCK 8 U ,ar 245 LOT 11 W IOP OF Ju-1I.X' b5 MIKE a REFERENCES X FOLIPAION H 1 THE OFFICNI TMASSESSOR'S MAP OF THE COUNTY OF SUFFOLK NEW YORK BESTOW I IT ROP OF MID PLAN ENTITLED•WALSH RESILIENCE ISO KING STREET.NEW SUFFOLK,NY PINKIENANALYSIS.ALYSIS.BITE PLAN.MID DRYWELL CALCULATIONS.BY JOSEPH J.SCAMIJ.AARCIITECT DATED 423013 MO REVISED �Y WAWA AS REVISION3 SWEET AI 8 RQ� 24.0 N&P21.VO V 101.40' BLOCK 8 cillLOT 12 ftl NI IP E UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LARD FELDOATE FOUNDATION LOCATION SURVEYUNAUTHORIZED SURVEYORS SEAL IS A VKKATION OF SECTION 1108.SUBDIVISION 2.OF THE NEW YORK STATE 11-12-2014 QER EOVCATIONLAW. 780 KING STREET ill CITY. FBDBDLIKND igl Z. , O SURVE FROM THE LL . '.a _J. An ORIGINALOFTHE LASD 13-08 DISTRICT 1000,SECTION 117 -6.- LOT 11,BLOCK 8 Z 4- - .S W FIELD SOON P6 NEW SUFFOLK,SUFFOLK COUNTY 111 GRAPHICSCALE fir. :`'� NOT AVALJD � _ ,.INK 28 STATE OF NEW YORK v8> G ZO 30 40 -'T'Y' wrnl 77;;:‘,,,,,..::. Y\ .' ;3 �'� //1 / `�`D.C. ��CONTROL POINT _ ` Li/ � �,• c�"-,� _;r, D.C- N0 ASSOCIATES, INC 21 T / �..' , 1,:• 11-14-2014 WARR35 TEQTNOIAOY DRIVE 17]ALFONE,PA 213.71298W e! (IN FEET J , Q C. •-1-P I e _ ' G.R.E. 90e)G&DLAH-906.6689593 FAX SOUIHBOROUGH,MA 308.9/83000 AD • ►7 �' FORMED NAMDVED SATE SCARE FIE NO EDIT NO 1 Inch=20 l NEW YORK PROFESSIONAL LARD SURVEYOR- 88 J.C.W. J.C.W. 11-14-2014 1420 C13185 1 OF 1 101.40' N85°23'00"W EXISTING SHED TO X jLJ BE REMOVED S WOOD Q i O m SHED c1 N 43) ° o Ln in - z GARAGE 2 GAR 1- ---h 7 �i LINE OF NEW COVERED PORCH a d 1 Final reviewed from ent ZBA Fly # ed documents LID�R NEW BLOC) w Date: �3� Ce PROPOSED TWO STORY t..- ADDITION �� .�EE j i 1 15' CI PROPOPSED ONE STORY ZSTORY PROPOSED OPONE ADDITION N STORY j /j j4�� /�: 3d-' • GO'Vth4=V PORCH 0 PROPOSED TWO STORY NMI j j W PROPOSED SECOND / / ________ STORY ADDITION ADDITION TO REPLACE EXISTING OVER EXISTING "6r ' FIRST FLOOR EXIST. ELEC. METER :t: /. O re."." PROPOSED TWO STORY --413i .2 10 E ADDITION L- OFOPEN KING STREET LINECOVERNPCH ED PORRCH EXISTING PORCH TO BE REMOVED ��RED Agc43 _ _w. yi Ali o.�� JOHN Sato �� SITE PLAN40 ,c 01.,,t. ._ _ a ��+�_� iiyvE " SCALE: 1" = 20'-0" Arta - P� fir:36N y0 OF NO *AL 54 (ZES►Pieb3ce 7e0 1c1siCo S' 't E'vsd' SC4 L JOSEPH SCARPULLA-ARCHITECT 251 MAIN ST HUNTINGTON NY 11743 1 a RRwe e / / / / 4} B,.wlmn 11} ti \\ 1.wa.o 1,1 ! R OLP ...........S L •M.w \\ 6p ZLP. 0.0 NIF ....n • @ M 4. \\\ pd � CGF IS-P • \ • II ' ��� �� ,,KING STREET \\ , 4 p 1 , .IJ 11 \I \ .uw _i_ (60 NADE) \ .ar \\\I �\ 0' ) ,J Yl r I .IJ ,IJ IJ:'(A8PHAlT ROADWAY) I / / 1�Bi • / / / 0/ 7 / P / paw' /'/p EWES UE L '■ J VICINITY MAP I / s —. pJT / _� Om11su.a.FuvtAB.,uxA f rM 8.8----..... -----8,-,----‘ a—r—t—e-'C-r—r—r—e�--�p—r—r—r—T�-c=r--a—■—�-\} �\ roR r\—t _—..l� NOTES: • 4F _ it M \ _---~IJ ~ ,t,.,___.--0,---.\-! I'P /-` ,`A4NE/ / PROPERTY KNOWN AS LOT 11,KOCK8.AS SHOWN ON THE OFFICIAL TAX BMP OF TIE COUNTY OF SUFFOLK 7.---NB...'\'�, a—M ,1�F M a �9,�■T \\ � Ip J '� `AEI- \ 41E I a AREA•10,31T S.F.OR 0.23/AC. ' • 1 irTha, \ 3XS IJYO'E \ MIX NCR \I - '' ! / 0 }• ■f' / A LOCATION OF UNDERGROUND UTILITIES ME APPROIMATE LOCATIONS AM SIZES ME MEED ON UTLRY y.r Iv1 /0/.) / MAP0.OUTS,ABOVE GROUND STRUCTURES THAT WERE VISIBLE 4ACCES■WLE IN THE FIELD,AND THE MAPS B 11} ,I 1 I - V r wB� -- / ... AS LISTED W THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY.AVAILABLE A&SUILT PLANS AND ' 1 !'1111\ 4 \ _ JI Ipr '� \y� 4U, UTRNY■MKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTLMES M0 STRUCTURE& 1 µS1 I \ \\ \ ,' Pd BEFORE MYEXCAVAT1DN1■TO BEGIN.ALL UNDERGROUND UTILITIES SHOULD SE VERIFIED AS TO THEIR µ)• I I i \ ` 'J I. }P \IJ G/• / LOCATION.ME AND TYPE BY THE WIPER UTILITY CCMPANE&CONTROL PONT ASSOCIATES.INC.DOES I \\ \ ! }' POND'/ S[BIESS�.-// \1L'� `PRI NOT GUARANTEE TIE UTILITIES SHOWN COMPRISE ALL SUCH URITIEB N INE MEA EITHER IN SERVICE OR I Ili 1 f \\ '�N\ q� /-• ;11 ALA 4 ABANDONED. 0.0.' I I i 1 I 1' U \ ` \ ,� I / t. THIS PVN IB BASED ON INFORMATION PROVIDED SY ASURVEY PREPARED IN THE FIELD BY CONTROL POINT ITI / `11 ASSOCIATES,INC.ANO OTHER REFERENCE ANTERIAL AS LISTED HEREON. I I \ 1 :W' /A/JJI7 \ I I' 1 ' B. THS SURVEY WAS PREPARED WITHOUT TIE BENEFIT OF*TITLE REPORT AND IS SUBJECT TO THE I ^1r} I 1I4R' r~ \ i / RESTRICTIONS.COVENANTS ANGOR EASEMENTS TNT MAY BE CONTAINED THEREIN. .A I IJ' i `aY I 1J'-� 1 STORY / I I I S FRAME I 4" B. BY GRAPHIC PLOTTING ONLY PROPERTY I8 LOCATED IN FLOOD HAZARD ZONE%(AREAS OETHEMNED TO BE I I I \_ EaLES F �, \ DWELLING \ 1 1 OUTSIDE OF THE°.]%ANNUAL CHANCE FL00pPLNN1 PER REF.1. II I II 4 /1' y .41BN 1 r E`O� \ ' / / T. THE EXISTENCE OF UNDERGROUND STORAGE TANKS IF MY.WAS NOT KNOWN AT THE TEE OF THE FIELD I I■'' I , +i I / ` I .nn SURVEY. I ' I \ p• \ LN I / B. ELEVATIONS ARE BASED UPON MVD 1 WB PER OPS OBSERVATION UTILIZING THE KEYSTONE NE1'NEi I • ( i I JDr µR \ l N.T. \�If I� \ 1 I i7 B. THE OFFSETS SHOWN ME NOT TO BE USED FOR TUE CONSTRUCTION OF MY STRUCTURE.FENCE. I\ I / u r..AC / PERMANENT ADDITION.ETC. r 1 0 ` I. \ \ ,/ tIE' / 4 _ 1' ! ,•..... \� / VI / ARE \ AWN /' -S.... I /'1 \ �•� OLIO. i / .IJ / J eMx. 13p IARV A i / I NU �1 µr 4 f / ILr I ,' 'Lam BLOCK a W / a■ ` LOT 18 • .1J a} i Al'M' 1 �, BLOCKS / / 11 1 `N7 ACI JAMES 8LAURIEHAEFELE OF LAT 11 F't•1 • (7� I raitle'.� B} 4 / N/F LANDS OF / I USER 12415,PG.739 I/ISP •BAR iB�r If, / JOHN F.KAKI / I i / A AEZf1A8'GT Sae LNtL / LIBER 12232,PG.494 / \ / �� rN I + / I `BILI I' Q / Ofi/ I ` / I .RNA \ / BI (J)11 p / I GBIIE] I / R P1'f'. i / LSA // I .IS} /a I / • / .IJ I(r /8 I ,'WI j N / REFERENCES: Y i > OLP / //' j �rA1E / I / 1. THE OFRCNL TAX ASSESSORS MAP OF THE COUNT/OF SUFFOLK HEW YORKSECTION 1I7. O / 1 / / 2. MM ENTITLED'NATIONAL FLOOD INSURANCE PROGRAM.FIRM.ROOD INSURANCE RATE MM,SUFFOLK 4r / I / / COUNTY NEW YORK(All JURIDICTIONSI•PANEL 50I OP 1028,MM NUMBER 38103C0301H.MAP REVISED > .IJ i 1 // 11 I CD 1 I :ISI` 4■ J SEPTEMBER]fi.2009. a I I I 4 1 $ 3 GAB MOPING PROVIDED BY NATIONAL GRD LEGEND (.(• U / /I> / -IJ7 EXISTING CONTOUR �'J �W/'� // `\ i� •pI Orr�r i \II � t. WATER MAPPING PROVIDED EY THE SUFFOLK COUNTY WATER AUTHORITY. CD I 01230 EXISTING SPOT ELEVATION • V/ / III I � Ir y \ I/ l O 17, ln�•^tel L I1 �,I } / XRI/S EXIST.TOP O CURS ELEVATION / I i I 1 LSA I SSEL� I I I } le UI 111N EAST.GUTTER ELEVATION • 1 I �'N I 1,44 Ip u) \ \ J XI}I0N6 EAST.TOP OF WNL ELEVATION / II I I I , 1\ XN 122E EXIST BOTTOM OF WALL ELEVATION / 1 i 1 r1J /' 17�� I .pp \\A/ a} %ER� WOO r�b 0108'.FINISHED BOOR ELEVATION / I Ey I p1J 181��-i I '\_-- SEB \ \\ IK EXIST.DOOR SILL ELEVATION I • I A 1 \\ !'/ µI1 \ 4} \ 1 ® GAS METER b I �`I / \ -7-1' f' \I IL ® ELECTRIC METER 1 I \ `...\ '1J \ \ 1 —G— APPIBOX LOC.lINOEROROLUNDDA9 LINE PER I • •'0 I • .YXS°2.ip7`N' a■ \ \\ I'r \ 4J' REF 3 B UTILITY MARKOUT(BEE NOTE 3) R 1 • / II ': • I'/NY CLF. 1J \SI .IIA N— OVERHEAD WIRES 411 / B. -•— APPROX LOC.UNDERGROUND WATER LINE PEA I I Ap/*44. -�"� M,y �� ., Ha •� LMIG: j''� / \�iA REF AlNOT FIELD VERIFIED.BEE NOTE 31 • I �fI \\ 1y µp \\ ar ( ' )/B7 ��7 p� / tR�+ UOLIIVPOLE /�-- I \� II .. .- -- ---- ,,y 6■ MITT POLEXIGHr POLE II / r' KR _.,. j 1 - 1.00K8 .115 —r GUY WIRE I • I / ,02 LOT 12 I l N/F LANDS OF "' yIGN I 0 ._/ _I DENNIS LIBERHARKOFF I DIANE HARKOFF MCPAIRTAW 44 Gu CHAIN LINK FENCE I LIBER 12249,PG.850 • • ` nI/�� rLaP. EDGE OF PAVEMENT ` /'L ,a} �] i STGP/ C B1'( 1 DECIDUOUS TREE 6 ITNIMSEE �/ WOO FR411" .t3'/ Mare !TO ili • 'UI I / 1 RLQ F a M1 / MUM / I UNAUTHORIZED ALTERATION OR ACO ION TOASURVEY MAP BEARING ALICENSED LMD AE1°0'R'• BOUNDARY&TOPOGRAPHIC SURVEY I ORVEYORS SEAL IS A VIOLATION OF SECTION 1209,SUB OINSON 2,OF THE NEW YEW STATE 5.7.2013 UTILITIES: E""ATSONLAW PPONN°. 780 KING STREET ar / THE FOLLOWING CORIPMMEB WERE NOTIFIED BY THE NEW YON ONE-CALL SYSTEM(140a2T2.fI0(AND ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH M ORIGINAL O'THE LAND iELD REQUESTED TO MARK OUT UNDERGROUND FACILITES AFFECTING AND SERVICING THIS SITE.THE UNDERGROUND / IJSURVEYORS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPES. 1308 LOT 11,BLOCK 8 OLP UTILITY INFORMATION SHOWN HEREON IS■ABED UPON THE UTILITY C0IJPANEB RESPONSE TOTES REQUEST. STATE,BF NEW YORK iKIT M SERIAL NUMBERED: \L71. ,�,rp NEW SUFFOLK,SUFFOLK COUNTY yypp GRAPHIC SCALE �C ViC. NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED 28 N1k YTILOY COMPANY PHONE NULEER ! . WITH ROUSED IMPRESSION OR BLUE INK REAL 1010 W B> 70 0 6 ° 20 '° GB EN■ONORIVERNEAD IBDDRB]aem EYE _�� "• • CONTROL POINT LORA ISIAND POWENAUMOIUTY (530)2A3-r}m JJ ' J.C. O ASSOCIATES, INC SUFFOLK COUNTY WAIL AUTHORITY (6311667 1800 / ` Ny,W3 `�31 TECHNOLOGY DRIVE WARREN,NI 07039 CIELEOTIT,PA 215 712.9100 6 (N FEET) VERGON COMMUNICATIONS 151 153]3551 • Y IAD.D 9/E.MR.0099•SORCERESS FAX ��THBOROUGH,MA 110 R.34DI1 [j8 'B""'°& L JAMES C. WEED GATE MI+R°Lep: SfNl NEW YORK PROFESSIONAL LAND SURVEYOR rBOTBfi G. E.R. J.C.W. 5-13.2013 1'10' 013185 1 OF 1 DFFIce SPECIFICATIONS JOSEPH J . SCARPULLA, AIA A R C H I T E C T Architecture Interior Design APPR VED AS NOTED Planning DATE: �`f FES: f?Y: NOTIFY BUILDING DEPARTMENT AT 251 Main Street 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: Huntington, N.Y. 11743 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST 631-673-8078 BE COMPLETE FOR C.O. 631-424-8414 Fax ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PROPOSED ADDITION & ALTERATION FOR: 1314 COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED A Walsh Residence 6 7o$ SOUTHOLD TOWN ZBA 780 King Street so _ New Suffolk, NY 11956 _____� --.6, , '- S -- - 516-526-2249 1314-SPECS.doc 02/07/14 1 of 37 TABLE OF CONTENTS INSTRUCTIONS TO BIDDERS PAGE 3 GENERAL AND SUPPLEMENTAL CONDITIONS PAGE 4 SECTION 1 - SITEWORK AND DEMOLITION PAGE 9 SECTION 2 - CONCRETE PAGE 11 SECTION 3 - MASONRY PAGE 13 SECTION 4 - STEEL PAGE 14 SECTION 5 - CARPENTRY AND MILLWORK PAGE 15 SECTION 6 - FLOOR FINISHES PAGE 18 SECTION 7 - ROOFING PAGE 21 SECTION 8 - PAINTING AND STAINING PAGE 22 SECTION 9 - PLUMBING PAGE 26 SECTION 10 - ELECTRICAL PAGE 29 SECTION 11 - HVAC PAGE 31 SECTION 12 - MISCELLANEOUS PAGE 33 SECTION 13 - ALLOWANCES PAGE 35 SECTION 14 - ALTERNATES PAGE 35 1314-SPECS.doc 02/07/14 2 of 37 INSTRUCTIONS TO BIDDERS: New Residence: Walsh Residence 780 King Street New Suffolk, NY 11956 516-526-2249 Due Date for Bids: ASAP Bids shall be due at 4:00 p.m. on the day noted above, delivered in writing to the Architect, together with the Plans and Specifications. No bids will be accepted unless Plans and Specifications are returned. Bid deposit of $25.00 for each set of Plans and Specifications - returnable at due date. These drawings are protected by Copyright. Any infringements will be prosecuted to the fullest extent of the Law. The Owner reserves the right to reject any or all bids or parts thereof. The following items are not part of this contract and will be met under separate contract by the Owner: 1. Landscape Planting and relocation of shrubs. 2. Phone, intercom, alarm system, stereo, etc. (G.C. to coordinate) 3. Termite proofing. (G.C. shall coordinate and be responsible.) 3. Audio Visual Equipment. G.C. to coordinate. 4. Kitchen cabinets, appliances, countertops. G.C. shall coordinate and provide all roughing and final hook-ups of appliances and fixtures, including exhaust fans. , 1314-SPECS.doc 02/07/14 3 of 37 SPECIFICATIONS A. GENERAL CONDITIONS: 1. The latest edition of the General Conditions of the American Institute of Architects shall govern and be made a part of the specifications. Bidders shall inspect the existing conditions prior to their submission of a bid. 2. All labor, materials and construction furnished shall comply and conform with all the Codes, Rules, Regulations and Ordinances of the State of New York, the National Board of Fire Underwriter's, and all Federal, and Local Authorities having jurisdiction over the work. 3. The submission of a proposal by the General Contractor (G.C.) shall be construed as evidence that said Contractor has made a thorough and complete examination of the premises, of these drawings and specifications and of the specific rules and conditions for providing construction services in the projects local jurisdiction. G.C. shall be responsible for all labor, materials, equipment, fees, quantities and work necessary. Later claims for difficulties or deficiencies encountered, which could have been foreseen had a thorough examination been made shall not be recognized. 4. Prior to the ordering of any materials or the start of any work, all trades shall verify all measurements in the field and shall be responsible for the correctness of the same. No claims for compensation will be recognized on account of differences between actual dimensions and the dimensions indicated on the drawings. It is the responsibility of the G.C. and Sub-Contractors to notify the Architect of any discrepancies between drawings and field conditions for consideration and clarification before proceeding with the work. 5. The Construction Documents consist of drawings, notes, schedules, specifications, etc. and all are complimentary. What is called for by one shall be binding as if called for by all: Any work shown or referred to on any one drawing shall be provided as though shown on all drawings. Whenever an item is specified on the drawings whether by detail or by note it shall be considered typical for other items which are obviously intended to be the same even though not so designated or specifically named, but serve the same function. 6. The work to be performed consists of furnishing all labor, equipment, tools, transportation, supplies, fees, materials, services and operations necessary to complete the work intended in accordance with these drawings and specifications. It is intended that the drawings and specifications include everything required and necessary to finish the entire project properly, not withstanding the fact that every item necessarily involved may not be specifically mentioned or shown. Any item which may reasonably be construed as incidental to the proper and satisfactory completion of the work in accordance with the intent of these drawings shall be considered to be included. 7. All materials and equipment shall be provided as specified here and on the drawings. No substitutions shall be accepted without the express written permission of the Architect. If the specified materials are not readily available the Contractor shall propose an alternate and shall provide manufacturer's specifications, drawings, samples, etc. in order that the Architect can properly evaluate the proposed 1314-SPECS.doc 02/07/14 4 of 37 substitution. If the substitution affects a related function, adjacent construction, or the work of another trade, the necessary changes or modifications shall be the responsibility of the Contractor and shall not constitute any additional charges. No requests for substitutes will be considered by the Architect due to the Contractor's failure to order materials in a timely manner. 8. The Manufacturer's standard specifications for items and equipment specified for use in this project shall be hereby made a part of these specifications with the same force and effect as though written here, except that where more stringent requirements are noted in the plans, they shall govern. 9. The G.C. shall be responsible for the supervision and coordination of all of the work of all of the Contractors and Sub-Contractors. The G.C. shall be responsible for providing same with all the necessary plans, notes, dimensions, specifications, etc. for the proper installation and completion of the work. All materials shall be ordered in a timely manner so that work can proceed without delays. 10. The G.C. shall submit all fabrication shop drawings, samples, and fixture cuts for the Architect's review as required and/or indicated on drawings. The Architect's review shall not be construed as an indication that the submittal is correct or suitable. The Architect's review of shop drawings shall be meant to verify the intent of the design and the Architect shall not be responsible for the accuracy of such drawings. The Architects review does not relieve the G.C. of responsibility to coordinate all trades, check quantities and check dimensions against actual field conditions. 11. All materials required for the performance of this contract shall be new and of the best quality of the kinds specified, all subject to the approval of the Architect. The use of old or second-hand materials in strictly forbidden. All materials shall bear grade stamps and manufacturer's seals. The G.C. shall, if required, provide satisfactory evidence as to the kind and quality of materials and workmanship. Materials shall be used in accordance with manufacturer's specifications and installation instructions. 12. Upon award of the Contract, the G.C. shall furnish in writing to the Architect the sources of supply for all materials, which are to be used in the work, and materials shall not be furnished from other sources of supply except after approval of the Architect. 13. The execution of the work to be performed under this contract and the manufacture or transportation of any materials or appliances to be used or installed shall be provided by the G.C. with approved labor forces that will not interfere with the timely completion of the project. All work shall be executed in a neat and workmanlike manner in accordance with the best trade practices and all work shall be done by mechanics skilled in their trade. 14. Any materials delivered, or work performed that is not in accordance with the Architect's plans and specifications and approved shop drawings or the Architects approval shall be removed by the G.C. at the Architects request. The G.C. shall provide new materials or work to the satisfaction of the Architect. The G.C. shall assume the responsibility for all costs incurred for the replacement and proper reinstallation of all materials and work. 15. The Architect shall not be responsible for the performance for the G.C. and/or and A Subcontractor or any other persons performing portions of the work. 1314-SPECS.doc 02/07/14 5 of 37 16. The G.C. shall be responsible for the proper and accurate layout of all lines and measurements. All work provided including but not limited to walls, floors, doors, - soffits, ceilings, etc. should be level and true. 17. The job site shall at all times be maintained in a clean and orderly fashion and shall be kept free from accumulations of waste materials and rubbish during the entire construction period. Remove all packaging, crates, cartons and other flammable materials from the job site at the end of each working day. All trades shall clean up the job site at the completion of their respective work. 18. G.C. shall remind all workers to take special precautions not to mark, soil or otherwise deface finished surfaces. It shall be the responsibility of the G.C. to clean and restore or if required replace any damaged or soiled finish. 19. Prior to the start of painting and or finish work the building areas affected shall be cleaned as follows: all refuse and trash shall be removed; floors shall be broom cleaned; any plaster, mortar, caulking, dust or other extraneous materials shall be removed from finished surfaces including but not limited to woodwork, metal grilles, plaster, drywall, masonry, mechanical of electrical equipment or any other visible surface. 20. The G.C. shall provide cleaning and maintenance of the premises in preparation for occupancy in addition to that specified above as follows: all areas shall be washed and or cleaned by approved methods, including all walls, floors, and surfaces on which dirt or dust has collected. Glazing shall be left free of paint, putty, stains or dust and polished. Provide and maintain adequate runner strips of reinforced kraft paper on finished floors as required for their protection until the last possible moment before occupancy by Owner. All fixtures and equipment shall be left in a bright, clean, and polished condition free of any nicks or marks and in good working order. All hardware, metalwork and mirror shall be left polished and free of any marks or scratches. All other cleaning necessary to leave the premises in a pristine and orderly condition in preparation of occupancy by the Owner. 21. The G.C. shall keep the Architect informed of the progress of the work. No work shall be closed or covered until it has been inspected and approved by the Architect or one of his approved representatives. If uninspected work should become covered prior to Architects inspection the G.C. shall be responsible for uncovering all such work so that it can be inspected and shall properly repair and replace all work at their own expens B. SUPPLEMENTAL CONDITIONS: 1. All Shop Drawings and Sample Submittals required for the completion of this project including those noted in the 'Required Submissions' listed in these drawings shall be required to be sent to the Architect first. The Architect will then submit them to the Engineers, Millworkers, or other Consultants for review before being returned to the G.C. through the Architect's office for coordination. No Shop Drawings shall be sent directly to third parties without the prior expressed consent of the Architect. 2. The G.C. shall at least two weeks prior to the commencement of any fabrication or installation, complete the preparation for his own use of a coordinated Mechanical (HVAC), Electrical (power, lighting, telephone, life safety, data and communications), Plumbing and Sprinkler drawings with all relevant existing conditions shown (i.e. 1314-SPECS.doc 02/07/14 6 of 37 . conduits, structure, piping, alarm and exit systems, etc.). G.C. shall inform the Architect of any conflicting conditions at this time. 3. The G.C. shall prior to the completion of this work provide the Owner with a complete set of manufacturer's catalogs, operating instructions and similar data complete with all guarantees for all equipment and operable devices furnished or installed by the G.C. in this construction and shall orient and instruct the Owner in the operation of such equipment. 4. The use of the term 'provide', 'provided' or 'install' in these documents shall be construed to mean unless otherwise noted, that each item shall be furnished and installed and connected by the G.C.. 5. Items noted on drawings with the following designation (N.I.C.) shall be considered to be Not included in the Contract. 6. Items noted on the drawings with the following designation (by Owner) shall be understood to be selected and supplied by the Owner and to be installed and connected by the G.C. 7. Where the terms 'approved equal' are used in these drawings it shall be understood to mean that these items shall be approved at the discretion of the Architect. 8. The G.C. shall provide heat, power, light, and water as required for the construction, but will be responsible for providing his own equipment, extensions, buckets, additional lighting etc. as required. 9. The G.C. shall be held responsible for the proper protection and preservation of the natural features, trees and bushes surrounding the building site. Protective coverings are to be removed after completion of building site operations. 10. The G.C. shall make his own provisions for water until water connections are provided by Plumbing Contractor. 11. The G.C. shall provide for all temporary light and power that may be needed until such time as the house system may be used, and shall pay for current consumed. 12. The G.C. shall provide, maintain, and pay for all heat required for the proper execution of the work. There will be no permanent heating apparatus available for use. 13. All temporary enclosures shall be provided whenever needed either for protection from weather or to protect the building against entry to theft. 14. The Owner reserves the right at any time during the progress of the work to deviate from plans or specifications. This will not invalidate the contract. An allowance or deduction will be made. 15. Bills for extras will be allowed only when work is ordered in advance in writing. C. PERMITS 1. The Owner shall be responsible for obtaining a Building Permit for the proposed construction, including plumbing permits, and shall prepare and file all necessary . 1314-SPECS.doc 02/07/14 7 of 37 forms and be responsible for all required approvals by Department of Buildings and all other agencies having jurisdiction over the work. The G.C. shall be responsible for coordinating project with all authorities needing to inspect or approve of work on the premises as necessary. The G.C. shall be reimbursed for such fees by the Owner. D. SURVEYS G.C. shall contract for, coordinate and supply the following surveys, which will be reimbursed by the Owner: 1. Initial Foundation Layout 2. Foundation Location Survey 3. Final Survey E. GUARANTEE 1. All work shall be subject to the final inspection by the Architect and acceptance by the Owner. The G.C. shall guarantee all work against defects in materials and workmanship for a period of(1) one year from the date of acceptance by the Owner. Granting of a Certificate of Occupancy or the Owner's use of the premises shall not constitute acceptance of the work. The G.C. shall replace or repair any such defects along with any damage caused by such defects at no cost to the Owner. 1314-SPECS.doc 02/07/14 8 of 37 SECTION 1 - SITEWORK AND DEMOLITION A. GENERAL 1. The G.C. shall do all excavating as required on the drawings. Earth banks shall be braced against caving in the work area. The bottoms of all footing excavations shall be exactly level on solid undisturbed earth. Excavations are to be kept free of standing water. G.C. is to carefully examine the site to determine character and amount of clearing, excavation and grading as indicated on drawings. B. CLEARING SITE AND REPAIR: 1. All obstructions to the progress of the work are to be removed. Paving, walks, curbs, etc., damaged during construction, shall be repaired. Existing trees, which are to remain, shall be suitably barricaded to protect hem from damage during construction. C. TOP SOIL REMOVAL: 1. Remove all topsoil over the building area and for a distance of ten (10) feet beyond the outside walls. Place same in a neat pile on the lot as directed. No top soil shall be removed from site. D. GRADING 1. The G.C. shall bring the finish grades to the lines shown on the drawings with stockpiled topsoil. If additional dirt is needed or excess dirt is to be hauled away, the G.C. shall pay for the same. When the walls are built to grade line, the G.C. shall backfill against them. E. TRENCH EXCAVATING 1. Dig all trenches for foundation walls and footings to dimensions shown on the drawings. Sewer trench shall be pitched with a uniform fall and the trench backfilled upon completion of the installation and after proper inspection. F. BASEMENT/CRAWL SPACE EXCAVATING 1. Excavate the entire area of the basement/crawl space as shown on the drawings. Same to be made larger than outside wall dimensions in every direction to allow for inspection, waterproofing, etc. G. BACKFILL 1. All walls, foundations, trenches as necessary. 2. No backfilling shall be done before footings and foundation walls have been constructed on undisturbed earth. H. FILL 1. Fill under berms, drives, slabs, walks, where shown, leveled to proper subgrade. A 1314-SPECS.doc 02/07/14 9 of 37 I. FOOTING DRAIN 1. G.C. shall supply and install footing drains at all foundation walls. ' a) Drains shall pitch to drywells at 1/8" per foot minimum slope. b) Piping shall be ADS Corrugated Polyethylene 4" diameter with 90 degree elbows at corners and downspout adapters at all downspouts. J. DEMOLITION AND REMOVAL 1. Work shall include the removal of existing residence, walkways, etc., as required, and all other work necessary to affect the work as shown. Provide temporary closures as required. No burning of rubbish will be permitted. 4 1314-SPECS.doc 02/07/14 10 of 37 SECTION 2 - CONCRETE A. WORK INCLUDED 1. Footings 2. Walls 3. Slabs 4. Platforms 5. Steps 6. Anchor Bolts 7. Dampproofing 8. Concrete Test B. MATERIALS 1. All concrete shall be 3000 PSI (28 day strength). 2. Anchor Bolts shall be 5/8" x 18" long. 3. Dampproofing shall be Celotex Trowel Mastic or approved equal. C. MISCELLANEOUS 1. All walls shall be plumb and level. 2. All footings shall bear on virgin soil. a) Assumed soil pressure shall be 2 tons/s.f. - G.C. shall verify in field. b) Foundations have been designed for an allowable soil bearing capacity of 2 tons per square foot. Bearing capacity of soils shall be verified prior to placement of footings. Elevation of water table shall also be verified prior to placement of foundations. Water table shall be at least 3 feet below lowest point of basement. c) Anti-Hydro shall be added to concrete mix if pouring takes place at 32 degrees (F) or below. 3. Tests: a) The G.C. shall submit test cylinders to a certified testing laboratory for 7 day and 28 day tests. b) Two (2) test cylinders shall be taken per 40 yards of concrete poured. c) Test cylinders shall be numbered and dated. d) Test results shall be submitted directly to the Architect from the testing laboratory. 4. Pour all concrete into forms. a) All concrete dropped into forms for a vertical height of more than 36" shall be vibrated. 5. Set Anchor Bolts approximately one (1) foot from corners and spaced eight (8) feet on center. Set anchor bolts either side of all openings and a minimum of two (2) bolts in any one sill. 6. All concrete work to conform to ACI Building Code (ACI 318) and be in accordance with the Manual of Standard Practice for detailing of Reinforced Concrete Structures (ACI 315). 7. All reinforcing bars, as specified on drawings, shall conform to ASTM designation A615, grade 60, and welded wire fabric to conform to ASTM A82 and A185. 1314-SPECS.doc 02/07/14 11 of 37 • 8. All poured concrete slabs shall have a steel trowel finish. 9. No horizontal construction joints shall be permitted in walls or footings. - 10. The bottom of all exterior footings shall be a minimum of 3'-6" below grade. 11. No backfilling shall be permitted against any walls unless they are properly braced by floor construction, temporary shoring or balanced fill. 12. Dampproofing: a) All surfaces to be dampproofed shall be dry, clean, and smooth, free of dust, dirt, voids, and cracks, and sharp projections. b) Apply mastic emulsion only when temperature is 40 degrees F and rising and in dry weather. c) Apply Celotex Trowel Mastic or approved equal on all foundation walls below grade at basement and crawl spaces. d) Mastic shall be applied at the rate of 9 gals. per 100 s.f. (1/8" thick wet). e) Apply 2" mastic cant at footing and at foundation wall. f) Allow 24 hours prior to backfilling. g) Provide mastic dampproofing at all new foundation walls and at all existing foundation walls. 1314-SPECS.doc 02/07/14 12 of 37 SECTION 3 - MASONRY A. WORK INCLUDED 1. Masonry a) Existing Brick Chimney to be extended b) Back-up brick and concrete as required c) Chimney flue B. MATERIAL 1. Brick to match existing 2. Flue lining to conform to ASTM C 315-56 C. MISCELLANEOUS 1. Anchors and sleeves - Contractor shall set all anchors required for securing construction to masonry and shall build in such sleeves, thimbles and hangers as may be required and supplied by respective trades. 2. Centers - centering to be furnished by carpenter from mason's directions. 3. Chases and slots - build in chases and slots required by all trades. 4. Flashing —shall be copper flashing, build in all flashing as required. 5. Cleaning and pointing - after completion, mason is to do all necessary cleaning with wire brushes and muratic acid, and all pointing, and to leave the work in condition acceptable to the Architect. 6. Cutting and patching - all cutting and patching of Masonry Contractor. 7. Weather conditions - No masonry work shall be performed in freezing weather conditions except as directed by Architect. Concrete shall be protected from frost. Anti-freeze compound shall be mixed with the water, only with permission of the Architect. 8. Mortar boxes - provide boxes for mixing mortar. No mortar or cement may be mixed in the building. 1314-SPECS.doc 02/07/14 13 of 37 SECTION 4 -STEEL A. MATERIALS 1. Materials shall be free from defects impairing strength, durability and appearance and be best commercial quality for the purpose specified, made with structural properties to withstand safety strains and stresses to which they will normally be subjected. 2. Steel for structural steel shall conform to ASTM specifications A-36 entitled "Steel for Buildings". Material, Fabrication, and Erection shall conform to the latest requirements or the AISC Specification. B. FABRICATION 1. Punch and drill steel as required and where indicated on drawings or specified for attachment of other materials thereto; drilling required but not definitely indicated on drawings or specified shall be done in field. Burning of holes will not be permitted. 2. Unless otherwise noted, all connections similar to AISC Standard Series "B" connections. Framing shall be shop welded or riveted to the beams. Unless otherwise noted, all field connections shall be welded or bolted. High Strength bolts may be used for shop connections. 3. All steel beams running parallel with floor joists shall be secured to floor joists with two metal ties at 48" o.c. Metal ties (hook anchors) shall be steel 1/8" x 1" x 24" long. C. PAINTING STRUCTURAL STEEL 1. Cleaning and painting shall be in accordance with AISC specifications, except as otherwise noted herein or on drawings. 2. All structural steel except steel to be imbedded in concrete, shall receive one shop coat of Cheesman-Elliot No. 250 Structural Blue Lead, applied at the spreading rate of 400 s.f. per gallon unthinned. Do not thin for brush application. Thin with 10-15 percent, by volume, mineral spirits, for spraying. Steel shall be thoroughly cleaned after erection and shop coat of paint shall be touched up immediately thereafter. 1314-SPECS.doc 02/07/14 14 of 37 . SECTION 5 - CARPENTRY AND MILLWORK A. WORK INCLUDED 1. The G.C. shall furnish and install all work under this heading as specified herein and shown on the plans. All work shall be done by mechanics skilled in their trade and their workmanship shall be of the best quality. No finish woodwork or flooring is to be stored in the building until watertight. B. MATERIALS The Carpenter shall do all cutting and fitting of his woodwork required by the Plumbing, Heating and Electrical Contractors of any other mechanics to install their work. 1. Cutting of the floor joists to a depth of 1/6 of the joists depth shall be permitted except in the middle half of the span. No stud shall be cut more than one half of its depth to receive piping and duct work. 2. All joists to be sized to width and framed on the ends with material of the same size as the joists. 3. Trimmers and headers of double joists shall be put around all chimneys, stairways, fireplace openings, etc. Allow clearance around chimney masonry. Place double joists or ladder joist construction under all partitions running parallel to same. 4. All exterior wall openings and interior load-bearing partition openings to be framed with headers designed to carry the imposed loading conditions at each opening. Double studs shall be used at sides of all load bearing wall openings. 5. Single studs may be used at sides of all non-load-bearing partition openings. 6. All outside and inside corners to be formed with three (3) pieces of 2 x (4) or (6) spiked together. 7. Furnish and install all grounds and/or nailers of sufficient size for plastering or drywall work for nailing wood base trim etc. and as required by other trades. Provide all furring and blocking as required for architectural features. Plates to be 2 x 6 doubled at top on all load-bearing partitions and so installed as to tie into intersecting partitions. Where roof trusses are used, partitions may have single top plates. 8. Sizes of framing members for roof construction to be as shown and erected in accordance with the detail drawings. Where roof trusses are specified, the trusses are to be of an approved design and fabrication required for various geographical areas. 9. All structural wood framing except laminated beams shall be kiln dried Doug-Fir No. 1 or better with the following minimum values: Fb = 1,000 PSI (single) Fb = 1,200 PSI (repetitive) Fv = 180PSI E = 1,500,000 PSI 10. Where flush framing occurs metal joist hangers shall be used. Unless otherwise shown provide metal connectors at all connections including joist hangers, hurricane . 1314-SPECS.doc 02/07/14 15 of 37 • ties, post caps. Unless otherwise shown provide (2) 2x10 headers over all bearing wall openings 6'-0" or less. 11. Pre-engineered floor joists shall be size as specified on drawings in I-sections with continuous webs. Joists shall be rated for a dead load capacity of 20 PSF and a live load capacity of 40 PSF for the spans shown on the drawings with a line load deflection of less than 1/360 of the span. Floor joists shall be installed in conformance with all manufacturers recommended practices, procedures and details, including accessories. 12. Laminated veneer lumber sections shall have the following minimum design values: Fb = 2800 PSI, Fv= 265 PSI and E = 2,000,000 PSI. Follow manufacturer's recommendations for bearing, fastening and bracing requirements. 13. Roof framing shall be standard framing construction as shown on drawings. 14. All lumber in contact with concrete shall be ACQ. 15. Weather-stripping at all exterior doors shall be interlocking metal type. 16. All trim shall be clear pine unless otherwise noted on drawings. 17. All framing shall be well nailed and materials bear grade stamps. 18. Wall Sheathing shall be 1/2" and Roof sheathing shall be 5/8" exterior utility DFPA label plywood Douglas fir as noted. All materials shall bear grade stamps. 19. Caulking - Silicone base. 20. All sheetrock walls and ceilings shall be taped and spackled (3 coats) ready to paint including garage. All corners, horizontal and vertical shall be taped with 'Bead-x' steel corners screwed into wood studs. 21. Install Hardware as specified. (see Door Schedule) 22. Insulation shall be as follows: a) Roof/Ceiling: 8" (R-25) Owens Corning EcoTouch® PINK® FIBERGLAS Insulation with PureFiber®or approved equal. b) Wall construction: 3-1/2" (R-13) Owens Corning EcoTouch® PINK® FIBERGLASTM Insulation with PureFiber®or approved equal. c) Floors: 8" (R-25) Owens Corning EcoTouch® PINK® FIBERGLASTM Insulation with PureFiber®or approved equal. d) Sills: 4 x 1" batt insulation. 23. Mirrors shall be copper backed 1/4" Polished Plate applied with mastic. 24. Do all cutting and patching for all trades. 25. All exterior nailing in exposed exterior wood shall be aluminum or galvanized. 26. Use Wonder Board at all tub and shower areas and moisture resistant sheetrock at balance of bathroom areas. 1314-SPECS.doc 02/07/14 16 of 37 . 27. All subfloors to be 3/4" plywood - Douglas fir. 28. All window and door jambs shall be receive wood casing as noted on drawings. 29. G.C. shall supply and install aluminum termite shield under all wood sills. 30. G.C. shall supply and install plywood sheathing clips at all plywood subfloors (TECO H Clips) at 16" o.c. at unsupported joints. 31. Bridging shall be as follows: a) Floor and Ceiling - Solid bridging at 8'-0" o.c. on all spans exceeding 8 feet - size equal to floor and ceiling joists. 32. All exterior walls and interior bearing walls shall be "catted" at mid-span. All walls over 9'-0" shall be catted at mid-span or at a maximum of 8'-0" o.c. 33. All steel beams running parallel with floor joists shall be secured to floor joists with two metal ties at 48" o.c. Metal ties (hook anchors) shall be steel 1/8" x 1" x 24" long. 34. All built-in closet shelving shall be Birch Veneer Plywood with hardwood edge unless otherwise noted on drawings. 35. Notch all Roof Rafters as required to allow for free movement of air and venting of roof. 36. G.C. shall supply and install all manufactured structural lumber as specified on plans, by Georgia-Pacific, Inc. or approved equal. G.C. shall install as per manufacturer's specifications and installation instructions, without exception. 37. Wood siding shall be prefinished `Maybeck' white cedar shingles or approved equal. All shingles to be predipped. Color to be selected. Provide 6" exposure. Use stainless steel ring shank nails. 38. Interior doors shall be solid-core wood doors with (2) two panels, premium grade pine, paint grade as specified on door schedule. All doors shall receive Satin Nickel hardware by Baldwin or approved equal -to match existing unless otherwise noted on drawings. 39. Operating windows shall be - 'Anderson' 400 series -vinyl clad double-hung wood windows with simulated divided lites and 'High Performance - Low E4' insulating glass. Provide windows complete with window screens and satin nickel hardware, size and model as specified on drawings. Exterior color- White. See Window Schedule. 5. Operating doors shall be - 'Anderson' 400 series - vinyl clad Frenchwood swinging and/or sliding patio doors with simulated divided lites and 'High Performance - Low E4' insulating glass. Provide doors complete with screens and satin nickel hardware, size and model as specified on drawings. Exterior color - White. See Window Schedule. . 1314-SPECS.doc 02/07/14 17 of 37 SECTION 6- FLOOR FINISHES A. WORK INCLUDED The Contractor shall furnish all material and labor pertaining to the work as shown on the drawings and specified herein. B. MATERIALS 1. Finish -Type 1 a) Ceramic Tile MATERIAL allowance - ($6.50/s.f. MATERIAL allowance, G.C. to supply & install) on 1" mud setting bed @ floors. Provide wainscoting with chair rail @ 48" AFF at all walls. b) Base—Wood —clear pine—(painted) c) Areas as follows: 1. Powder Room 2. Laundry Room 3. Hall 2. Finish - Type 2 a) Ceramic Tile MATERIAL allowance - ($5.50/s.f. MATERIAL allowance, G.C. to supply & install) on 1" mud setting bed @ floors. Provide ceramic tile on walls—full height at shower and tub and at 48"A.F.F at all other walls. b) Base—Ceramic Tile c) Areas as follows: 1. Bathroom 3. Finish - Type 3 a) Stone Tile MATERIAL allowance - ($9.50/s.f. MATERIAL allowance, G.C. to supply & install) on 1" mud setting bed @ floors. Provide Stone tile on walls —full height at shower and tub and at 48"A.F.F at all other walls. b) Base—Ceramic Tile c) Areas as follows: 1. Master Bathroom 4. Finish -Type 4 a) 3/4 White Oak Select 1. Supplied and installed by G.C. 2. Sanded and finished (3 coats water based polyurethane) b) Base—wood - clear pine. (see molding plan for size and style) c) Areas as follows: 1. Family Room 2. Kitchen 3. Dining Room 4. Second floor hallways d) Direction of flooring to be determined in the field by the Architect 5. Finish - Type 5 a) Carpeting (supplied and installed by Owner) 1314-SPECS.doc 02/07/14 18 of 37 . 1. G.C. shall provide 1/2" finish grade T&G plywood underlayment over subflooring. Alternated direction of boards and sand and flash patch all seams smooth and ready for Owners carpet. b) Base—wood - clear pine. (see molding plan for size and style) c) Areas as follows: 1. New Bedrooms on second floor. 6. Finish -Type 6 a) Stone Tile MATERIAL allowance - ($9.50/s.f. MATERIAL allowance, G.C. to supply& install) on 1" mud setting bed @ floors. b) Base—wood - clear pine. (see molding plan for size and style) c) Areas as follows: 1. Screened Porch C . CERAMIC/STONE FLOOR TILE 1. Ceramic/stone floor tiles shall be furnished and installed as noted on drawings, finish schedules and details following. Installation specifications shall be as per drawings and as per ANSI A108.7 installation specifications. All ceramic/stone floor tiles shall be selected by the Owner. 2. Submit shop and setting drawings for the Architect review and approval for all ceramic tile/stone work. Show the dimensions for each of the tile types as required in the drawings and as verified from accurate field measurements. Show the bedding, jointing, anchoring, thickness of stock and all other dimensions as may be required for the complete installation of the work. Do not fabricate, deliver or install any work before shop drawings, samples and finish have been reviewed and approved by the Architect. 3. Submit (2) two 12" by 12" samples representing the extreme range of color, shades, marking, thicknesses, texture, finish quality of stock and characteristics of the type of stone named and finishes required. 4. This material shall be of the specific type selected by the Architect, and shall be classified as 'selected grade' and of the highest quality, and shall be furnished in adequate quantity and sizes in the same grade, color, strain and markings. Care shall be taken in selection to produce as harmonious an affect as possible. Any material or work showing variations from the approved range of samples will not be accepted. 5. Floor tile shall be installed in a 1" mud setting bed. Dry set mortar for setting floor tiles shall be factory pre-sanded portland cement and additives conforming to ANSI A118.1. Setting materials shall be manufactured by L & M Surco Mfg. Co., Inc., the Upco Co. or an approved equal. Mortar bed shall be installed and damp cured under vaporproof membrane and then allowed to dry before installing tile. Maximum variation in the mortar bed shall be 1/8" in 10'-0" from the required plane. 6. Grouting materials shall be commercially prepared and shall be in colors approved by the Owner or the Architect. • 1314-SPECS.doc 02/07/14 19 of 37 • 7. Do all necessary cutting and fitting of the tile work wherever required to overcome any inaccuracies, and to make the materials properly fit and conform to the conditions encountered in the field. 8. Intersections and returns shall be neatly formed; cutting and drilling shall be neatly done without marring the finished surfaces. The cut edge of tile against trim, finish, built-in fixtures, etc. shall be carefully ground and jointed. 9. Lay out work accurately, symmetrically, so that generally no tile is less than half size, and with finished tile surfaces in turn planes, free at projections, depressions, with all tiles being flush with adjacent tiles, at lines and levels as required by the drawings. 10. Joints for all stone floor tiles shall not be more than 1/32" wide and shall be consistent and true. 11. Setting materials shall be mixed and applied in strict accordance with ANSI Standards. Adhesive application shall be approximately 1/16" thick and the dry set mortar shall not be less than 1/8" thick. Adjust thickness in field as required. 12. The approved grout shall be spread uniformly over the tile and thoroughly worked into the joints, filling them solidly. After grouting has been completed in each room or space, all surplus grout shall be removed and the tiles left clean. Grout color shall be selected by the Architect. D. WOOD FLOORING 1. Wood floors shall be furnished and installed as noted on drawings, finish schedules and details following. 2. Submit (2) 12" by 12" samples representing the wood flooring specified and finished with stain to be selected and covered with (3) coats of clear satin urethane (water based)finish. 3. Contractor shall install wood flooring using the standard methods and materials for the proper installation of all wood floors where shown on drawings. 4. Contractor shall inspect the conditions of the existing finished floor to receive wood flooring prior to the installation of wood floors. Commencement of the wood floor installation shall indicate that the contractor has accepted the surface conditions and a proper installation will result. Any dissatisfaction shall be reported to the Architect. 5. The Contractor shall provide suitable protection for any vertical surfaces that may be damaged during floor installation. 6. Lay out all work accurately, symmetrically and consistent and true. Work shall be completed free of any marks, scratches, dents or other imperfections. Any defects due to improper workmanship or imperfect materials shall be corrected to the satisfaction of the Architect. Upon completion of the installation work shall be suitable protection of the completed areas shall be provided. Any damage resulting after work has been protected shall be the responsibility of the G.C. to remedy. 7. G.C. shall verify finished floor elevations and provide plywood underlayment as required to prepare for the installation of the wood floors by the Contractor. 1314-SPECS.doc 02/07/14 20 of 37 . , SECTION 7 - ROOFING A. WORK INCLUDED 1. GAF 'Timberline"Architectural Roofing Shingle or approved equal to match existing roofing. 2. Flashings, copings, base flashings, cap flashings, valley flashings, gutters, leaders, etc., as required to make the work watertight. 3. ATAS International, Inc. Field-Lok System 1" seam - color to be selected. 1" Field- Lok is a mechanically seamed, double locked non-structural panel ideally suited for both straight and curved applications. This 1" deep panel offers an economical alternative to snap-on seams, while also maintaining the flexibility of being curved. Composition & Materials: Standard Offerings: 1" Field-Lok panels are roll-formed from .032 Al. (ALTERNATE—see alternates) 4. Gutters and Leaders B. MATERIALS 1. Roof shingles GAF 'Timberline" Architectural Roofing Shingles or approved equal to match existing roofing. 2. Flashings: Lead-coated copper or aluminum as per sections and detail drawings and as required to make house water-tight. 3. General Contractor shall supply and install GAF Single ply 50 Mil Everguard Extreme advanced Heat and UV protection (TPO) Thermoplastic Polyolefin roofing membrane on new flat roof areas or approved equal in strict accordance with manufacturer's instructions and recommendations. 4. General Contractor shall supply and install ATAS International, Inc. Field-Lok system 1" seam - color to be selected. 1" Field-Lok is a mechanically seamed, double locked non-structural panel ideally suited for both straight and curved applications. This 1" deep panel offers an economical alternative to snap-on seams, while also maintaining the flexibility of being curved. Composition & Materials: Standard Offerings: 1" Field-Lok panels are roll-formed from .032 Al roofing - standing seams as shown on drawings and to be approved by Architect prior to installation and shall be in strict accordance with manufacturer's instructions and recommendations. 5. Gutters and leaders: GC shall provide seamless pre-finished K style aluminum gutters and leaders or approved equal. Fascia bracket style to be selected. Color to be white. Size as follows: Gutters - 6" Leaders - 4" x 5" C. WORKMANSHIP 1. All work shall bear a written one (1) year guarantee from the Roofing Contractor from the date of Owner's acceptance. . 1314-SPECS.doc 02/07/14 21 of 37 • SECTION 8 - PAINTING AND STAINING A. WORK INCLUDED (Not In Contract) 1. The work to be done by the Painting Contractor shall include the furnishing of all materials, labor, tools and equipment required to complete the painting and decorating of the building as specified. (NIC) 2. The submission of a bid by this contractor confirms and understanding of all conditions pertaining to this work and proper application of materials specified B. WORKMANSHIP 1. All new and existing finish gypsum wallboard surfaces shall be painted as required in the finish schedule and finish materials schedule. All gypsum wallboard surfaces shall receive (1) one coat of primer and (2) two coats of finish paint. 2. Paint shall be manufactured by Benjamin Moore, primer to be latex 'Quick Dry Prime Seal' and finish paint to be 'Regal Aqua velvet' or 'Regal Wall Satin' as noted on finish schedule and finish materials schedule. 3. The G.C. shall provide the Architect with samples of the selected paints (as per required submission schedule) prior to finish painting and reserves the right to request samples of selected paints in place prior to finish painting and to designate revised colors after seeing such field samples. Finish painting of any paint colors shall not proceed without approved samples from the Architect. Substitutes of colors or proposed equals shall not be made without the expressed consent of the Architect. 4. All surfaces shall be properly prepared to receive paint in accordance the paint manufacturer's specifications. Wallboard and plaster shall be thoroughly patched, sanded and polished prior to finish painting. All existing paint surfaces shall be cleaned and sandpapered as required to receive primer and finish coats. 5. All paint shall be applied carefully with good clean brushes and approved rollers. Paint shall be evenly spread and where brushes are used shall be fully brushed out. The work shall be performed as to avoid damage to other surfaces. Any damage to adjacent surfaces shall be repaired. Finish coats shall be uniform in sheen, color and texture. Each coat of paint shall be of sufficient thickness to cover completely the previous coat or surface. 6. All materials shall be applied free from runs, sags, wrinkles, streaks, shiners and brush work. 7. All materials shall be applied uniformly. If any reduction of the coating's viscosity is necessary, it shall be done in accordance with the manufacturer's label directions. 8. A minimum interior temperature of 65 degrees shall be maintained during the actual application and drying of the paint and until occupancy of the building occurs. Adequate ventilation shall be maintained at all times to control excessive humidity which will adversely affect the curing of coatings. The G.C. is solely responsible for maintaining suitable temperatures and ventilation. 1314-SPECS.doc 02/07/14 22 of 37 , 9. Before painting begins, all other crafts shall have completed their work, and shall have removed all dirt and debris resulting therefrom. The rooms or areas are to be left in broom clean condition. 10. Enamel and varnish undercoats are to be sanded smooth prior to recoating. Top and bottom of doors are to be finished in the same manner as door facing, after the carpenters complete fitting of them. 11. No exterior painting or staining shall be undertaken if air or surface temperature is below 50 degrees F, nor immediately following the rain or until frost, dew or condensation has evaporated. Surfaces should always be tested with moisture meter before proceeding. C. MATERIALS 1. Bids are to be based on coatings as manufactured by Benjamin Moore & Co. and Olympic Stain, except as otherwise specified. 2. Colors shall be those approved by the Owner. A duplicate color-chipped schedule will be supplied to the Painting Contractor. All primers and undercoats are to be tinted to the approximate shade of the selected finish coat. All paint colors shall be "standard colors". Paint and stain colors to be selected by owner. 3. All paint and coatings must be delivered to the job site in manufacturer's original containers. D. GENERAL PREPARATION OF SURFACES 1. The Painting Contractor shall be wholly responsible for the quality of his work, and is not to commence any part of it until surface is in proper condition. 2. If the Painting Contractor considers any surface unsuitable for proper finishing, he is not to notify the Architect of this fact in writing. He is not to apply any material until corrective measures have been taken, or the Architect has instructed him to proceed. 3. All surfaces are to be clean; if for any reason the surface cannot be cleaned, this condition shall be promptly reported to the G.C. and the Architect. 4. If the Painting Contractor has been instructed by the G.C. to begin painting under conditions and circumstances he believes could result in poor performance and early failure of the coatings, he shall request, in writing, a decision from the Architect. 5. The prime coat should be applied soon after surface preparation has been completed, to prevent contamination of the substrate. E. STORAGE 1. The G.C. will provide for a secure space for the storage of all painting materials and equipment, for the exclusive use of the Painting Contractor, who will be responsible for maintaining it and leaving it free from fire hazards relating to improperly stored rags or thinners. 1314-SPECS.doc 02/07/14 23 of 37 • F. INSPECTION 1. Any work not conforming to the specifications or not meeting with the approval of the . Architect, shall be removed or corrected and/or repainted as requested by the Architect. G. REMOVAL 1. Upon completion of a room or area, it shall be left in a clean and orderly condition, and all paint spatters, contaminated rags and trash shall be removed. 2. Upon completion of the job, the Painting Contractor is to remove all surplus material, scaffolds, etc., from the premises that relate to his trade. He shall clean all window glass free of excess paint and spatters, and remove paint that has been misplaced on other surfaces. H. SURFACE PREPARATION 1. Interior surfaces: a) Wood surfaces to be painted: 1. All surfaces shall be dry and sanded smooth and free of loose dirt, dust or grit. 2. Putty all nail holes, cracks and blemishes after undercoater has been applied. Knots are to be coated with Moore's SPS before overall coat of Moore's Enamel Underbody is applied. 3. All coats must be thoroughly dry before applying succeeding coats, and lightly sanded between coats. 4. Avoid general use of shellac as an undercoat. 5. After fitting by the carpenter, top and bottom of all doors must be primed the same as the face of the doors. b) Wood surfaces to be stained (clear finish). Natural wood (clear finish) 1. All surfaces shall be dry and sanded smooth; free of loose dirt, dust or grit. 2. Fill all nail holes, cracks and blemishes after staining with filler tinted to match the color of the wood or stain. 3. After fitting by the carpenter, top and bottom of all doors must be sealed with clear coating. 2. Exterior Surfaces: a) Wood 1. All surfaces must be dry, free of greasy residue, mildew, mortar and asphalt spatters and construction soil. 1314-SPECS.doc 02/07/14 24 of 37 . 2. Surfaces are to be abraded with stiff fibre brush to remove loose fibers and splinters. 3. Staining is not to be done during or immediately following foggy, rainy or frosty weather; nor when temperature is expected to go below 50 degrees F before the stain has dried. 3. Schedule and Materials: a) Wood trim and doors (satin) 1. Prime coat- Moore's Alkyd Enamel Underbody 2. Finish - 2 coats satin Impervo Enamel b) Drywall (flat) 1. Prime coat - Latex Quick Dry Prime Seal 2. Finish - 2 coats Alkyd Sani Flat . 1314-SPECS.doc 02/07/14 25 of 37 SECTION 9 - PLUMBING • A. WORK INCLUDED 1. Sanitary drainage system complete, including the fixtures, roughing connections, piping, hangers, stacks, soils, wastes, cleanouts, vents, fittings, fresh air inlets, traps house sewer, below cellar slab, septic tank, distribution box, leaching pools, etc. (Inspect existing septic system and verify condition - provide bid to pump out, fill and abandon and provide new system complete as an alternate). 2. Complete cold water service system from street main (VERIFY EXISTING CONDITIONS, for adequate water pressure for new and existing fixtures) include all valves, piping connections for: a) Installation and connection to existing service main and water meter. b) Connections to all fixtures and frost proof hose bibs shown on drawings. 3. Hot and Cold water systems: a) Roughing to all fixtures b) Air chamber extension run up 12" above fixture outlets at all fixtures. c) Fittings, connections pipes, hangers, valves to be in copper d) Drain cocks to be provided for draining entire system. e) Hot water circulating systems 4. Insulation for hot water pipes and cold water pipes 5. Plumbing fixtures as shown on drawings 6. Sleeves for pipes passing through concrete walls 7. Cleaning and protection 8. Painting of pipes under ground, after inspection 9. Secure and pay for required permits, tests, inspections, etc.; tests to be repeated until pipe is shown to be perfectly tight. All work to conform to all rules and regulations, local or otherwise having jurisdiction. 10. All excavating and trenching for all plumbing work 11. Floor drains and piping in crawl space B. WORKMANSHIP AND MATERIALS All materials installed which do not present an orderly and reasonably neat and workmanlike appearance, shall be removed and replaced when so directed by the Architect. 1. Pipe - Soil and waste piping, cast iron or copper: Anaconda or Chase. Water supply: Type K copper. 1314-SPECS.doc 02/07/14 26 of 37 . 2. Valves - Crane or Jenkins gate valves, 1/2" to be copper globe valves. All fixtures to have individual stop. 3. Septic tank cespools and storm drains to be pre-cast concrete, Carlson, Lembo, or other approved equal, meeting requirements of the Suffolk County Health Department of Health. 4. Drainage field piping to be vitreous tile pipe or"Orangeburg" pipe 5. All Exterior hose bibs (faucets) shall be frost-proof by Woodford Manufacturing Co. or approved equal. 6. All new plumbing systems shall be tested in accordance with P2503 of the Residential Code of NYS. 7. The discharge from clothes washing machines shall be through an air break. 8. The water supply for dishwashers shall be protected by an air gap or integral back- flow preventer. 9. Building sewer piping and fitting materials shall comply with P3002.2. 10. Drain waste and vent piping and fitting materials shall comply with P3002.1. 11. All connections to the potable water shall conform with P2902.4.1 through 2902.4.5. 12. Provide separate shutoff valves for each bathroom and kitchen fixture. 13. All potable water openings and outlets shall be protected by an air gap, atmospheric- type vacuum breaker, pressure type vacuum breaker or hose connection back-flow preventer. 14. HOT WATER- Connect all plumbing fixtures to existing 100 gallon super store water heater. 15. Domestic hot water heating equipment shall be subject to the minimum federal standards as per table N1104.1 and N1104.2, as applicable. C. INSULATION 1. Hot- 3-ply sectional air cell, pasted and banded D. HOT WATER SYSTEM 1. System to be one zone a) Zone one to include: 1. All fixtures on first and second floors 2. Each zone to be return circulating system for 140 degrees F hot water. Each hot water circulating zone to have a balancing cock, gate and check valve, bronze body circulating pump having 1/6 horsepower motor for 120 volt, 60 cycle, single phase current, with built- thermal protection. Operation of circulator to be continuous manually controlled form pilot toggle switch. 1314-SPECS.doc 02/07/14 27 of 37 1. Water Heater — Provide new 68 gallon oil fired water heater for new zone. Bock or approved equal. (provide alternate price for Rheem tankless Hot Water Heater - both electric and gas fired units - sized ' as required) E. PLUMBING FIXTURE SCHEDULE Fixture Manufacturer Cat No. Color Fittings Remarks Powder Room Lay Kohler K2211-G TBS by owner Caxton Toilet Kohler K3386 TBS by owner Rialto Bathroom Lay (2) Kohler K2211-G TBS by owner Caxton Toilet Kohler K3386 TBS by owner Rialto Tub Kohler K-505 TBS by owner Mendota (32x60) Master Bathroom Lay(2) Kohler K2211-G TBS by owner Caxton Toilet Kohler K3386 TBS by owner Rialto Shower By Owner By owner Kitchen Sink (2) By Owner Laundry Slop Sink By Owner Note: All fittings (faucets, shower bodies, spouts) and accessories shall be supplied by owner and installed by G.C. Fixtures as specified above shall be provided by the G.C. • 1314-SPECS.doc 02/07/14 28 of 37 . SECTION 10 - ELECTRICAL ' A. WORK INCLUDED 1. Existing single phase 200 amp electric service and 100 amp sub-panel to be remain. G.C. shall verify if the existing circuit panel is adequate to meet the demands of the new work. G.C. shall inspect existing wiring circuits and update as required. Provide new 50 amp electrical subpanel if required complete with identification of all new house circuits. 2. All wiring for switches, outlets, fixtures, heating, ventilating and air conditioning units, appliances, etc. 3. All electrical work shall conform to the National Electric Code, the New York State Bureau of Fire Underwriters, and the New York City Building Code. 3. All wiring shall be copper. 5. All new wall receptacles, switches and outlets shall be "Leviton" - 'Decora' with white finish device and plates or approved equal. Colors to be selected. 6. Contractor shall install all fixtures complete with lamps. 7. See notes, drawings and schedules for locations and information. 8. All switches shall be mounted at 42" above finished floor. 9. Locate all wall receptacles, telephone and signal outlets at 15" AFS to centerline unless otherwise indicated. 10. Install all wall receptacles, telephone and signal outlets vertically unless otherwise indicated. 11. All exposed power switches shall be installed at the same centerlines as adjacent light switches unless otherwise noted, or directed in the field by the Architect. 12. Scale plans for location of all receptacles, telephone and signal outlets unless otherwise dimensioned or indicated on the drawings. 13. Floor receptacles shall be premium quality floor receptacles with brass finish boxes, located only as dimensioned on drawings or as otherwise directed by the Architect. 14. Paired wall receptacles, telephone and signal outlets shall be located 6" o.c. apart horizontally, unless otherwise indicated on drawings. Gang similar outlets together wherever possible. 15. All finish receptacle and outlet plates shall be installed plumb to floor and carefully aligned with other plates in the immediate area. 16. Top of all Flush Floor receptacles and outlets shall be flush with the top of finish floor, unless otherwise indicated on drawings, and shall be provided with carpet flanges or trim rings for each outlet type as appropriate for each floor condition. 1314-SPECS.doc 02/07/14 29 of 37 B. MISCELLANEOUS 1. All work shall conform to the following requirements a) LIPA b) National Electrical Code c) National Bureau of Fire Underwriters 2. G.C. shall furnish the Owner and the Architect, with a NFBU certificate at completion of the work. 3. G.C. shall submit, to Architect, catalog cuts of all proposed electrical equipment: i.e. meter pans, panel etc. 4. Meter and Panel Boxes shall be located in field by the Architect. All circuits to be labeled at panel. 5. G.C. shall verify location of all fixtures, outlets, switches etc. with Owner and Architect prior to roughing. 6. All lighting fixtures and electrical equipment shall be U.L. approved. 7. All exhaust fans and heaters shall be installed with 30 min. timers. 1314-SPECS.doc 02/07/14 30 of 37 SECTION 11 - HEATING, VENTILATING AND AIR CONDITIONING A. WORK INCLUDED 1. Furnish all labor, materials and equipment and perform all work necessary for the complete execution of all Heating, Ventilation and Air Conditioning work as shown on the drawings and as specified hereinafter and as necessary for a first-class Installation complete in every respect. Provide new equipment as required for a complete system. Bid in detail as an alternate. B. RELATED WORK NOT INCLUDED IN THIS SECTION 1. All power wiring to motors, starters damper motors.(coordinate with electrician) 2. G.C. shall provide new gas service from street. Coordinate with LILCO. C. LAWS, ORDINANCES AND PERMITS 1. Work under this Section shall comply with codes and regulations of the National Board of Fire Underwriters and all Local and State authorities have jurisdiction. 2. The Contractor shall furnish at his own expense all required permits and furnish any certificates necessary where they apply to work under this section. 3. All heating, ventilating and air conditioning systems and work shall be installed in accordance with chapters 13 through 24 of the Residential Code of New York State, all local rules and regulations and as specified by the latest edition of the National Fire Protection Association. 4. All mechanical systems, equipment, appliances, etc. must be listed and labeled and installed in accordance with manufacture's specifications, listing/label and the code. 5. All fuel, gas space heating appliances in residential buildings shall be equipped with a flame safeguard device, which will shut off the fuel supply when the flame of pilot light is extinguished. 6. All equipment shall perform in accordance with table N1103.1 of the Residential Code of New York State. 7. All H.V.A.C. piping shall be insulated in accordance with table N1103.5 D. EQUIPMENT 1. Provide new oil-fired water-based boiler with forced hot air for heating including radiant heat loop for master bathroom. Provide new NC system. G.C. to review and verify the design of an H.V.A.C. system that will meet the demands of the new and existing space requirements and perform to industry standards and code requirements. a) Zones—3 zones i. Zone 1: New First Floor Spaces— Kitchen, Dining and Living Room. ii. Zone 2: New Second Floor spaces (not incl. Master Bedroom) iii. Zone 3: New Second Floor spaces (Master Bedroom Suite). ' b) Weil-McLain WTGO-2 75,000 BTU Output Gold Oil Boiler or approved equal 1314-SPECS.doc 02/07/14 31 of 37 c) Honeywell VisionPro 8000 7-day programmable Thermostat or approved d) New NC compressor and Air handlers by Rheem or approved equal. e) Radiant heating system for master bathroom. • E. DUCTWORK 1. Furnish and install a complete system of galvanized iron supply and return ductwork including branch dampers, splitters, supply registers and return grilles. 2. Ductwork shall be installed in strict accordance with the National Board of Fire Underwriters Pamphlet No. 90B and the latest recommendations of ASHRAE. 3. All ductwork shall be fabricated of 24 gauge galvanized steel, installed to maintain proper clearances. Ducts 18" and larger shall be cross-broken and all ducts shall be constructed, braced and supported in such a manner that they will not vibrate when the blower is in operation. 4. Flexible collars shall be installed at the inlet and outlet connections of the blowers. These collars shall be at least 6" long, securely fastened and made airtight. F. REGISTERS AND GRILLES 1. Supply Registers and Grilles shall be brushed aluminum, Grill Master or approved equal to match existing. 2. All floor registers shall be at centerline of windows. G. AIR CONDITIONING AND HEATING CONTROL SYSTEM 1. Honeywell Thermostats to be installed at each zone to provide control over both heating and cooling systems. Location to be verified in field by Architect. H. INSULATION 1. The first 10' of all supply and return ductwork leaving and returning to the Air Handling Units shall be lined with 1" acoustic lining. The balance of all the ductwork in these zones shall be insulated with 1-1/2" 3/4-lb. density, lapped and tied with fiberglass tying cord. 2. All refrigerant suction line piping to be insulated with 3/8" wall thickness Armaflex as manufactured by Armstrong Cork Co. I. TEST 1. All air registers shall be adjusted to provide uniform heating and cooling throughout this residence. After all registers are balanced and all required control adjustments are made, this contractor shall operate the system to the satisfaction of the Architect. J. GUARANTEE AND SERVICE 1. The Contractor shall guarantee and service the entire installation for a period of one (1)year form the date of the final acceptance by the Owner. 1314-SPECS.doc 02/07/14 32 of 37 . 2. The Contractor shall, during the period of the Guarantee, replace or repair at his own expense, any piece of equipment and or material furnished by this Contractor • which is found to be defective. The replacement or repair shall be done as soon as notified by the Architect or his authorized representative. 3. The final acceptance will be made after the Contractor has adjusted his equipment, balanced the system, demonstrated that it fulfills the requirements of the drawings and specifications and has furnished all the required Certificates of Inspection and Approval. 1314-SPECS.doc 02/07/14 33 of 37 p . • SECTION 12 - MISCELLANEOUS A. WORK INCLUDED 1. All materials and labor required for incidental to the completion of the work intended under MISCELLANEOUS specified herein, shall be provided whether or not specifically described or shown on drawings but necessary to complete work. B. GLASS, GLAZING, SHOWER AND TUB ENCLOSURE 1. G.C. shall supply and install all glazing in accordance with the recommendations and requirements of the Flat Glass Marketing Association's Glazing Manual. 2. All glass shall be of the size, thickness and type specified on plans, elevations and details to follow. 3. Maintain all glass in a clean and protected condition during construction. Prior to final acceptance, all markings, seals and labels shall be removed from all glass, and shall be washed with a mild, neutral or slightly acidic solution. In no case shall alkaline or abrasive agents be used. 4. G.C. shall supply and install shower door and enclosure with polished chrome frames and clear tempered glass at bathroom No. 1. C. CABINETRY 1. Bathroom vanities, medicine cabinets and mirror work shall be supplied Owner and installed by G.C. G.C. shall provide all necessary work, coordinate trades and provide final hook up of fixtures 2. Granite countertops and/or back splash shall be by Owner. G.C. shall provide all necessary related work, coordinate trades and provide final hook-up. D. PHONE, INTERCOM SYSTEMS, STEREO, ALARM, ETC. 1. All phone, data, cable, intercom, doorbell, and alarm systems shall be by others. G.C. shall provide all related work, coordinate trades and be responsible for the supervision and clean up of work provided by others. E. OIL TANK 1. Existing oil tank to be removed. Provide (2) 275 gallon oil tanks in basement F. MILLWORK 1. All interior millwork shall be Dykes Clear Pine or approved equal as noted. 2. Crown moldings - shall be Dykes Clear Pine or approved equal as noted. G. STONE PAVERS 1. G.C. shall remove any and all existing stone pavers in the way of proposed work and shall store on site in a secure area. The Owner will be responsible to make repairs or provide additional landscape and paving work. All new paving work shall be NIC. 1314-SPECS.doc 02/07/14 34 of 37 . H. OVERHEAD GARAGE DOOR OPENERS 1. General Contractor shall supply and install Automatic Garage Door Openers as shown on plan. Openers shall be Liftmaster Model 1060 (1/2 H.P.) chain driven openers with "Protector" system and outside key lock or approved equal. Install ceiling electrical outlets as required. I. OVERHEAD GARAGE DOORS 1. Overhead garage doors shall be Raynor, Inc. or approved equal. (See allowances) J. CLOSET SYSTEMS 1. New bedroom closet systems shall be by 'California Closets' or approved equal — (NIC) shall be provide by Owner. GC to provide necessary blocking and coordinate. K. STAIRS AND RAILINGS 1. Provide 5/4" white oak stair treads with eased edge and white oak risers as shown on plans. Provide white oak hand rail as required by code. See plans 1314-SPECS.doc 02/07/14 35 of 37 • I ., SECTION 13 - ALLOWANCES A. WORK INCLUDED 1. All materials and labor required for incidental to the completion of the work intended under ALLOWANCES specified herein shall be provided whether or not specifically described or shown on drawings but necessary to complete work. B. OVERHEAD GARAGE DOORS shall be by Raynor, Inc. provide an allowance of$2,000 per door(2)for a total. $ 4,000 C. MEDICINE CABINETS - provide allowance of$350/cabinet for(2) master bathroom medicine cabinets. Shower enclosure for Bathrooms shall be supplied and installed by GC. GC shall coordinate and provide solid wood blocking in walls prior to sheetrock in areas required to secure shower enclosure frames. $ 700 D. VANITIES - provide allowance of$750/cabinet at Bathroom and $3,000 for double vanity cabinet at master bathroom. Countertops shall be by others and not included in this number. $ 3,750 E. SHOWER ENCLOSURES— provide allowance of$1,000/shower at bathroom 3 and $3,500 at master bathroom - $ 4,500 F. FRONT ENTRY DOOR - 'Thermatru' — Fiberglass Entry Door - Classic Craft American or equal with (2) 12" wide sidelights— Door with glass panel, sidelights and hardware to be selected by owner- $ 4,500 1314-SPECS.doc 02/07/14 36 of 37 . . - V SECTION 14 - ALTERNATES A. WORK INCLUDED 1. All materials and labor required for incidental to the completion of the work intended under ALTERNATES specified herein, shall be provided whether or not specifically described or shown on drawings but necessary to complete work. B. GENERATOR - G.C. shall provide a separate budget amount for the provision of the propane fueled generator sized to operate refrigerators, heating system, lighting circuits and some electric circuits in living areas. System shall be connected to existing propane tank storage system. C. HVAC SYSTEM - G.C. shall provide a separate budget amount for the provision of the HVAC System as noted in specifications. D. SEPTIC SYSTEM - G.C. shall provide a separate budget amount for the provision of a new septic system work as described in specifications and the abandonment of the existing system. E. PAINTING - G.C. shall provide a separate budget amount for the provision of interior and exterior painting as per specification. F. ATAS METAL ROOFING — G.C. shall provide a separate budget amount for providing Atas Metal Roofing at roof over rear porch, front porch, and small roof area above living room. 1314-SPECS.doc 02/07/14 37 of 37 - LGenerated by REScheck-Web Software ia( Compliance Certificate Project 1314 - Walsh Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type• Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 11% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: Passes using UA trade-off Compliance 7.6%Better Than Code Maximum UA. 890 Your UA: 822 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 Gross Area Glazing Cavity Cont. Assembly or or Door UA Perimeter R-Value R-Value U-Factor Floor: All-Wood Joist/Truss Over Uncond.Space 1,256 25.0 0.0 0.038 48 Wall: Wood Frame, 16in.o.c. 6,534 13.0 0.0 0.082 476 Window:Wood Frame, 2 Pane w/Low-E 490 0.310 152 Door: Solid 20 0.640 13 Door:Glass 218 0.320 70 Ceiling: Flat or Scissor Truss 1,178 25.0 0.0 0.040 47 Ceiling:Cathedral 390 25.0 0.0 0.041 16 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5ply with the mandatory requirements listed in the REScheck Inspection Checklist. • / A RC14.4 T1G`t" 2 14- Name-Title Signatu Date dtt Project Title: 1314-Walsh Residence Report date: 02/03/14 Data filename: Page 1 of 7 i , 111' I 1 (cc,1 . / q, . / o / W / / 1s-32 ,......1,.,.�.. ,1.38 \\\ \ \\ P\surveys\2013\C13185-780KingStreet-N.wSu . .-NY-GJS\C13185VMAP.tif 1z� \ , �� Q ` ' • N1/44,�.•. 111'8 N \ ,3DO `� ''51 \ 1518 1 • 364 \\ \ \ \\ N1\ N \� \\ \\ < I \ G S I Iis I (50'WIDE) \ " 1266 1 \ 5. 1 k 9.3 M " 11'� • 11.50 1 "15 1511 +449 � (ASPHALT ROADWAY) 1J // / / /,, // / // w I I / / I i / ,�14 � � • =1� 1 / E.D.P. �p,t2// / GUTTER LINE G 9.81 „ 9.06 VICINITY MAP 13.5 "� / 10.E_. - - - \ ©2008 DeLorme.Street Atlas USA / -,\ \ - UP tr/TR4NS. I / - '.� \ 1°.c3 NOTES: . I 11'51 i -I- I -�- 1 \ -. \ -- FoAG 01I J 1400 �\\ GRASS \ X130// >ra� ASPHALT 1. PROPERTY KNOWN AS LOT 11,BLOCK 8,AS SHOWN ON THE OFFICIAL TAX MAP OF THE COUNTY OF SUFFOLK I 6p1 \ t UP 6 \ _ DRII�E 2. AREA= 0 3 �- / �� 1}' \\ � 14 0 BR/CK \I \\ 'R� / • ' EA 1 17 S.F.OR 0.237 AC. I �' FENCE \ : WALK I ` /, jp57 �.38 1051 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE.LOCATIONS AND SIZES ARE BASED ON UTILITY POST\ \ 58521'10"E \�`\ I 40 87 \ 12.14 " 01.2 -• - - - - MARK-OUTS,ABOVE GROUND STRUCTURES THAT WERE VISIBLE&ACCESSIBLE IN THE FIELD,AND THE MAPS a - 11.35 . 17=0 r 6 ted I ,421 113.99 \, \ 1 ,a15 AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY.AVAILABLE AS-BUILT PLANS AND I t \ \ 1415 o / UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. 1 1651 11 \ \\ 6 T- • ccs \ \ 01, BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR \ t'0 �� I I \ .� 15.060, \ 14.1 13,83 17,Ot o \ / LOCATION,SIZE AND TYPE BY THE PROPER UTILITY COMPANIES.CONTROL POINT ASSOCIATES,INC.DOES 1. \ \ °' BUSHES \ BUSHESNOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR 0 I PoRCH \ // �� \1p.1 DIRT-\ ABANDONED. . I 185 I i 6• " \_ OA'\ / 1111 `$ \ AREA i , / 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BYA SURVEY PREPARED IN THE FIELD BY CONTROL POINT I I I 1 t5 1515 12 I \ N N5 ' \ \ N \ \ \ \ \ //26 15,1i‘ 0 I t 5t ASSOCIATES,INC.AND OTHER REFERENCE MATERIAL AS LISTED HEREON. j '1 I I \ 15 \ 58.51 FF 15.57 \ / l I I \ r / 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO THE 1 1 17.}2 1 "OM I 1 \ RESTRICTIONS,COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. 11 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE X(AREAS DETREMINED TO BE o i 1&56� Ffi ° 0.3 ,+g6I�\ 1 STORY / W I / I I \ WOOD FRAME N I .10771 1a / OUTSIDE OF THE 0.2%ANNUAL CHANCE FLOODPLAIN)PER REF.2. ' 1 i / • IGRASS DWELLING / / v I AREA )wF / I' 1 7. THE EXISTENCE OF UNDERGROUND STORAGE TANKS,IF ANY,WAS NOT KNOWN AT THE TIME OF THE FIELD 99 N I IG'6 i I i t4. / \ , / 10,91 // SURVEY. I „ \ BLOC HT.=228'd• / " 11.15 I 11 i ,_1, °�, I / \ \ 1218 / / 8. ELEVATIONS ARE BASED UPON NAVD 1988 PER GPS OBSERVATION UTILIZING THE KEYSTONE KEYNET ` 28.0 \ I 122' 3 NETWORK. � I _I 30.6' / \ \ \ \ j \ N ) / 9. THE OFFSETS SHOWN ARE NOT TO BE USED FOR 1 1 J-141' B/LCO�� \ \\\\,, _ / • 1 o THE CONSTRUCTION OF ANY STRUCTURE,FENCE, I ° I / DOOR j4� / 4 PVL / �; / PERMANENT ADDITION,ETC. I I \ \ N,13.00 // z \ I 68• CEJ -- { • N� \ // 1Q ° i / CR4VEL /�^ B7 PORCH I /© / I / t ,4.60AREA / 1368 BR/CK ,3. I ///1 AREAL-\ • t0p3 0; ° I / / WALK •13.10 I // I I, \ / 1368 / L.- 16.96 \ I / / t11! / • \ `-D/RT BLOCK 8 3 } 04 1 247 t AREA LOT 16 I I I 0 16 I /0 BLOCK 8 / / N/F LANDS OF „ �6,e9 LOT 11 / / ( ' JAMES F.&LAURIE HAEFELE 6 16.¢ ° / illi (2)87 #4.91 14.30 / N/F LANDS OF X119 LIBER 12415, PG. 739 I co / 011594 �' • Ow j44/ JOHN F. KARG / 4; / 1 / LIBER 12232, PG.494 / I ( ' ° ° , Ty,t579 REMAINS OF STONE WALL 1509 / I GRASS I( 0 / 9 5�r 1- ¢ / // I Li AREA I, ( n ° / / GR41iEC 0 I W v w o L.S.A. I AREA I z / / 1 x 1326 / i / / / REFERENCES: 0 � X6.57 a�� 1 . 4 1°i / 121" I a _ / it / I // I 2"P/PE / ► / 1. THE OFFICIAL TAX ASSESSOR'S MAP OF THE COUNTY OF SUFFOLK,NEW YORK,SECTION 117. 207 1514 // 3 / I 7 / ► ,6p6 I Z ; / I I / 2. MAP ENTITLED NATIONAL FLOOD INSURANCE PROGRAM,FIRM,FLOOD INSURANCE RATE MAP,SUFFOLK / / COUNTY,NEW YORK(ALL JURIDICTIONS)"PANEL 501 OF 1026,MAP NUMBER 3610300501 H,MAP REVISED I . / 1 111'/ a O .1865 I° o / © ., \ 1a 9.84 SEPTEMBER 25,2009. LEGEND Ci W /\ / z I 187 I I \ ' 3. GAS MAPPING PROVIDED BY NATIONAL GRID. U /yK I 127 1 \ 1 4. WATER MAPPING PROVIDED BY THE SUFFOLK COUNTY WATER AUTHORITY. " ,G53 �c% N 1 -1?4 FISTING CONTOUR - ICS I I I / \\ ° :'. I 'zg3 J 1 o iii 0 -1?5 ( � I ti / I / 11.01 I \ 187 V J / I X 123.45 EXISTING SPOT ELEVATION / \ 1 --1 / 1 \ / • / 1 I °�' 187 / I I 0 12"STUMP 1 ON IrINE' X TC 123.45 EXIST.TOP OF CURB ELEVATION / 1 I G RSL I \ 1075 X G 122.95 EXIST.GUTTER ELEVATION / o� I I\ 11.62 ''";0 \ 9.34 X�, 113.45 EXIST.TOP OF WALL ELEVATION / ► I \ \ \ \ N t / 1 1 14.68 Eft t 47i" . \ \ 4.7' a99 X 13N' 122.95 EXIST.BOTTOM OF WALL ELEVATION / I ,15.86 al 47 I � 1 �67 \ W000 \ X FF 123.45 EXIST.FINISHED FLOOR ELEVATION / �► I 1556 '�'.�►" . I tae' \---- SHED \ ` X 113.45 EXIST.DOOR SILL ELEVATION O I \ 87 1,4t N N \ 12.,6 N \ I \ SHEWOOD I B1t o \ \j : j r�© GAS METER tr- IQ 10 ' 1 - \ 113. \ 46 E� ELECTRIC METER \ ` \ f .6' \\ ` "16.3 % I 14' N85'23'00"W \ \ 4..� C APPROX.LOC.UNDERGROUND GAS UNE PER 1611 / I 15.84 HEX 'PW DD REF.3&UTILITY MARKOUT I(SEE NOTE 3) - __ t5 \\ \\ 4'HIGH C.L.F. �po3 101.S)0' 13.63\0.4� I �g5 1185 - - OH OVERHEAD WIRES 01;1I / 103> X8,,1 l„`91 D 1' 4'HIGH C.L.F. \ INIONNIRO / \f 1.0' w W APPROX.LOC.UNDERGROUND WATER UNE PER HEDGE ROW ��11 BASE REF.4(NOT FIELD VERIFIED,SEE NOTE 3) � / UP/2 `\ 9 ,5.'' x 1551 SENT-\ H 'OW \ BASE 41187 \ \ ix UP /+ UTILITY POLE /i \\ / \�' \ 1 4-°__ UPLP{ UTILITY POLEJLIGHT POLE \ / / 16•U •84 " T 1508 ` t 'p /' '"f3LOC1 8 x t5n I I ' / LOT 12 GUY WIRE I I N / N/F LANDS OF PROPANE I I \ v/ / o DENNIS HARKOFF 8�DIANE HARKOFF TANK d a �-.- SIGN I �; i LIBER 12249, PG.650 z g" C.L.F. CHAIN LINK FENCE 1 I 2 / 1!•7/ 4.1593 / 1 STORY \ N N N N N N N Fe F �E.'O.�P. EDGE OF PAVEMENT / / WOOD FRAME \ UJ O 67( • DECIDUOUS TREE&TRUNK SIZE ASPHALT i/ DWELLING �,. J \ DRIVE / WJO I /. 14.91 \ N ow k I 1 STORY W w I 'I iW "' ' WOOD FRAME N Ceg LL 2 1 N DWELLING ��o I \ CI /=�O 6 2WJ EDW QzJ=° / I UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP REARING A LICENSED LAND FIELD DATE BOUNDARY & TOPOGRAPHIC SURVEY W I SURVEYOR'S SEAL ISA VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE NEW YORK STATE 5-7-2013 i o / UTILITIES: EDUCATION LAW. OE ?a s 58 THE FOLLOWING COMPANIES WERE NOTIFIED BY THE NEW YORK ONE-CALL SYSTEM(1-800-272-4480)AND 1 FIELD BOOK NO, 7 g O < I \ G S T E E T ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND �0 5 " ,5 N 14.50 REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS STE.THE UNDERGROUND SURVEYOR'S EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 13-08 LOT 11 BLOCK 8 W z= ��` -i UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. I I- FIELD BOOK PG. NEW SUFFOLK, SUFFOLK COUNTY 5;1 ._4 15,14 SERIAL NUMBER(S): 28 STATE OF NEW YORK _ GRAPHIC SCALE UTILITY COMPANY PHONE NUMBER �'�CFIy ONE C4NOT A VALID ORIGINAL DOCUMENT UNLESS EMBOSSED QLL 10 0 5 10 20 40 CABLEVISION OF RIVERHEAD (800)262-8600 O Now WITH RAISED IMPRESSION OR BLUE INK SEAL i y(n FIELD CREW t\ CONTROL POINT ��`� 8 J.C. ASSOCIATES, INC. �o NATIONAL GRID (800)262-8600 w ��2 \m FA - - LONG ISLAND POWER AUTHORITY (800)262-8600 Z / O - SUFFOLK COUNTY WATER AUTHORITY (631)567-7800 %o lti r . pRAyyN: 35 TECHNOLOGY DRIVE O. , I.N.D. 08.WARREN,9 J 0908 668.9595 FAX SOUTHBO O7059 UrGH,MA 508.948.3000 Jow (IN FEET) VERIZON COMMUNICATIONS (516)832-2541 C�'94- O\5� I Q �/ DATE 028 v ` V • WEED ' REVIEWED: APPROVED: DATE SCALE FILE NO. DWG.NO. 1 Inch= 10 R 7.U w NEW YORK PROFESSIONAL LAND SURVEYOR#50765 IliG.R.E. J.C.W. 5-13-2013 1"=10' 013185 1 OF • 1 ! , ! 101.40' N85°23100"1A1 0.0\Ace.rtoevt, it* 1)41, xr ,' JOSEPH J. SCARPULLA...._.OD 4M=MOM.DM 1•1 OMMII OD.0,111 .1 4=0D 41MMP 410 40 MIN=DID MI Oa M. • i 2"X2"X48" WOOD OR EQUIVALENT 1 ii.J '\. (5C -10 VN STEEL (U OR T) STAKES ll I-- e'°14&JURY ARCHITECT rol s so 7- VV.\,,-- , 1(1) . _ .... ._. ............--.. la) -, El ...... • SILT FENCE MATERIAL THER LOCATION OF 0 I() PROPOSED 2 CAR architecture interior design (REINFORCING MESH EIBORING (B-2) e 1-2: ---... INDUSTRIAL PROPYLENE OR STEEL r MESH PATH 6" MAX. OPENING) 1 e 10'MIN.: DI 7- -__ - GARAGE _ _-- . F j2 I PROPOSED DRYWELL _ _, i I (D2) 251 main street , hentington ny 11743.is? 18" HARDWOOD LATH I L. , I ILL! ' www.iisarchitect.corni ... t Lli ' . C , PROPOSED DRYWELL 00 , , e \ i I I '• . v113-2 .__ 10'MINJ I, h It&5'ke PI tOr-rile '' 631.673.807g 1 --- fw" ' fax:631.424.44 tj ,fr 1 RDVeP t I 0 -7 d 1 4-) V-- 42°71'1 ................4„...1.-1 , \O 1 I . — I - .-- LEADERS (Tr') 0 , 0 • • 'fi.:;\ 41— L . -- 8 IL / I GUTTERS (rYPJ 0 . I 8 , _v.! 1 ,'",-1--„,, ,..,tL • LU _ ...., ' 1 ' — • -1 T LINE OF PIPING TO ! I /‘° I —— — I B-IL.."411- _,,L CO DRYYELLS 6"x6" TOE ANCHOR TRENCH ti 11111111 , LINE OF PIPING TO DRYHE.LL _ _ 12:22. I COMPACTED' BACKFILL PROPOSED PROJECT 01 i - I .._____ _ ______ - .: / ICC) I_ LOCATION OF BORING (B-1) ' — e0 • ' -. 1:--1 1— LINEOF PROPOSED lor251—4IMEN=DO=II M ODOM.06 OD 1 ==MI OD INWOOD OD M11■11/=,OD Mb 001•104 MD 4M.7145S-6•E2M_ 1DID14M0P MP E''' . I I III III I I I ROOF I EXISTING SOIL I LINE OF WALL BELOW i. .... KING STREET , © 2013 Joseph J. Scarpulia, AIA NOTE: PROVIDE SILT FENCE IN AREAS AS REQUIRED PRIOR TO EXCAVATION. All rights reserved ni ,.., DETAIL © SILT FENCE SITE PLAN ahlUr ,s , -A,,,, , ,,,N sc —, ,, . „ . ... . ,, , (0 4‹\ . • "C)& 0 ' . SCALE: 1" = 1'-0" SCALE: 1" = 20'-0" ii* ' - ' * , . tp •=-4, .LI, -.._:,;%-- cz.k- ,,1 1 4 4 • 0\ 40 ' SITE INFORMATION , . ,. , iSSUG.7) cncl NOTE: INFORMATION FOR THIS DRAWING WAS OBTAINED FROM A SURVEY PREPARED BY JAMES C. HEED, LICENSED LAND SURVEYOR Revisions, 35 TECHNOLOGY DRIVE,WARREN, NJ 01051,MAY 13, 2013. ( no # date issues and revisions PROVIDE SOLID GRADE CONCRETE COVER SECTION: Iii BLOCK: 5 LOT: 011 ZONE: 1-1B 4 20ME 1 1/13/14 REVISION _ 7.-----,1-4- 1T1=--=111 111-E-11 , 1E_-:111E z .!? !? -- 1, 2'-0111IEHI 2 2/5/14 ISSUE FOR B.P. c-- -- LIJ- L11_ .!? MIN. ' 111=111 STORM DRAIN RINGS -4-.. " •• .. •,: •- • • :••.-••T.• 1 1E11 i 1 TTI----71 --- I'llti, 1 _. _ _ LINE OF ---i --%% ZONING INFORIViKnON I ' UNDERGROUND PIPING MEW — ii=i I FROM ROOF DRAINS IF-=-111a--- I =11 f.-1 II 1111-1=:ii ill iliffilIE1111111111111 COLLAR MATERIAL, TOM OF SOUTHOL1D SEE NOTE BELOW STORM DRAIN RINGS- ITEM ZONIN6 REO'D. E.XISTINe PROPOSE-I, REMARKS 111-1=_111 tc: 111E-111 Np.TE BOTTOM OF ALL LOT AREA 20,000 5Gt. FT. 10311 54O.FT. (EXIST) NO CHANGE EXISTING NON , CONFORMING DIRYIAIELLS MUST HAVE Z? 111==-111 HOUSE: 1,551 5F GARAGE: 516 SF Sheet inforrnston PENETRATION INTO LOT COVERAGE 40% (MAX) 1,231.5 SQ.FT. = 12.0% OK TOTAL: 1,851+516=2,421 5Q.PT. = 24% Z-.1 k) III-Ell El I:g] Il 11 i __. 1 : N _gF=11 RATABLE MATERIAL ' 31-0' tH 11—=111 • mN. .#41g El [=i [7=1 M il it- f mN, HEIGHT 2 STORIES /35.0' (MAX) 2 STORIES (22') 2 STORIES (359 OK date: 9/30/13 tn _111-E-1 111=111 111—=111E IQ 1: 1 II E :1 11 E1 E 11 111--'E1_, ----111 GROUNDWATER FRONT YARD I5.0' (MIN) 8.5' EXISTING NON-CONFORMING -1'-6"± NO sees: AS NOTED EIEEL 1g Il Il =1 Il Il E 1 11. ! drawn by: JJS/AGG IN - 1=11 ' SIDE YARD 10.0' MN) I2'-2' 10'-C"± OK III-TI ? - .- I ---=1 I I I I I-En III 01 z 1checked by: JJS E ---------------- -E-111EI III:=-111 10'-014)(N.T.S.) I I I-E-I I I REAR YARD 25.0' (MIN) 61'-b" 55'-t," OK 1117---=-II approved by: JJS 1-E111=- ==-I I 1E1 ACCESSORY STRUCTURE 15' FY + 20' RY NA 15' FY + 15' RY NO 11E11E-11 ==-111:7---111 111=111=111 111=111=111 =111-E111-=111E111E11117-111E111- 1111-=-111_=111EllIallz-_-111:=7111Eifi= 177-111J-7=111E111-=-111E111==-111E111E11111WEIL=4.11=-1 - - -= EIllEatEth==_IIIE-11 — — — project number NOTE: _....._______7 , PROPOSED ALTERATION FOR: ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE (PUBLICATION DATE MAY 2010) EFFECTIVE I JAN 2003. PROJECT IS IN THE 4•111•11•01440110•111111010110•••••••••• ••••11 •110141111111.10•44.0•00 110 MPH HIND ZONE. WOOD FRAMING, ANCHORING $ NAILING TO BE INSTALLED AS SPECIFIED IN THE 1'40012 FRAt'E CONSTRUCTION MANUAL FOR ONE 4 THO NOTE: COLLAR MATERIAL SHALL BE COMPRISED OF SAND 4 GRAVEL FILTER MATERIAL CONTAINING LESS THAN 15% FINE SAND, SILT, CLAY 4 STORY FRAMED D1E.LLING5 (HFCM -513C I1q5, HIGH HIND EDITION) USING THE PRESCRIPTIVE DESIGN METHOD. Valsh I" DIA. GRAVEL (SILT 4 CLAY FRACTIONS ARE NOT TO EXCEED 590 , \ Residence . , k 1 , SECTION @ NEW DRYWELL (D1 & D2) CLIMATIC AND GEOGRAPHIC DESIGN CR1TERA TABLER3011.2(I) : 780 King Street : . SCALE: 1/4" = 1 '-O" New Suffolk, NY 11956 GROUND INP SEISMIC SUBJECT TO DAMAGE FROM HINTER ICE SHIELD FLOOD SNOW LOAD SPEED (mph) DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY DESIGN TEMP UNDERLAYMENT REQ. HAZARDS 20 LBS I20 B SEVERE 31-0" MOD TO 5LT TO YES A5 PER ' HVY MOD II (SUFFOLK) F.E.MA. S TO imp MDrawing Title wAT E lop: CA L c u L ,,A,,,,T . . s . , , ZONING ANALYSIS, SITE DESIGN FOR A STORM DRAIN SYSTEM SERVING A ROOF AREA OF 2,111 SO. FT. (HOUSE: 2,011 SOFT. + GARAGE: 616 SOFT. = TOTAL: 23-13 SOFT.) ENEIRGY CONSEFRVATION II\!FORMATION , PLAN, SILT FENCE DETAIL & VOLUME REQUIRED = (RAINFALL)AREAXRUNOFF FACTOR) = (3"/12" (2,713 SQPT)(I) = 61325 CA) FT. DRYWELL CALCULATIONS 10.-0. m x 51-0" D. STORM DRAIN RING W/ I0' 4) SHALLOW DOME AT 342.1 + 54 CU. FT. = 316.1 CU. FT. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE SUPERVISION OF THE UNDERSIGNED AND DO, TO THE BEST OF TH-= ,,, UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF, MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. REFER TO ATTAGI-IED RESc heck GOMPL1ANGE GERTIF1GATE ON LAST PASE OF SPEGIFIGATIONS. DRYWELL I = ROOF AREA I (1,110 SQ. FT) = 2115 CU. FT. SUFFOLK COUNTY: 5350 DEGREE DAYS DRYWELL 2 = ROOF AREA 2 (101 SQ. FT) + GARAGE ROOF AREA (616 SQ. FT) = 1,583 SQ. FT. = 315.1 CU. FT. Sheet 1,110 SQ. FT. + 1,583 SQ. FT. = 2,113 SQ. FT. TOTAL ROOF AREA PROVIDE: (2) DRYWELL (DI = 316.1 GU. FT. + D2 = 316.1 CU. FT. = 1122 CU. FT) I. 1122 CU.FT. > 613.25 GU. FT. 1 di , . . UNIFIED SOIL CLASSIFICATION • ii ; B-1 — f SOIL GROUPS TYPICAL NAMES AND SOIL SYMBOLS (EL. 47.68') GROUND SURFACE (EL. 45.59') GROUND SURFACE GW WELL GRADED GRAVELS, GRAVEL SAND MIXTURES, LITTLE OR NO FINES ,:u;:o 2 DK.BRN.ORE.LOAM I I I DK.BRN.SILTY SAND i .., i 1 1 © (OL)(6) / I I 1 1 LOAM,TR.GRAVEL,ROOTS 1 I GP • POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. ti .' I 4 DK.BRN.SILTY SAND LOAM o . (OL)(6) 3 TR.GRAVEL,ROOTS ® ® 1 BRN.SANDY SILT,TR. LITTLE OR NO FINESdi to 4 — 2 (OL)(6) • _• 2 GRAVEL,CLAY 5 BRN.SILTY SAND,TR. • • 2GM SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURE 4 • 6 GRAVEL • 3 (ML)(6) ' ® GC CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURE ..• • ! 5 (SM)(6) 0 5 6 8 • • �! 3 6 BRN./LT.BRN.SAND,TR. F• • • 3 11 • 0 ° o o ! �' RAVEL,TR.TO LITTLE SI o • e 15 • • • SW WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES o 0 0 �! (SP)(3b) •• •® • a • ® • • ae • LT.BRN.SAND,TR.GRAVEL, 0 • SP POORLY GRADED SANDS OR GRAVELLY SANDS, LITTLE OR NO FINES o • SILT ° o .s ° • •" (SP)(3b) • • ° SM SILTY SANDS, SAND-SILT MIXTURES o • o • o • 10 LT.BRN.SAND,TR.GRAVEL, ;® • • 10 0 • — BM — — — SC CLAYEY SANDS, SAND - CLAY MIXTURES o . •' AN • • ri 3 (SP)(3b) • ®' g $ • . • KING STREET 14 4 4 • • — 4 10 • ML INORGANIC SILTS,VERY FINE SANDS, CLAYEY SILTS, SLIGHT PLASTICITY r 6 12 • e i •• ® • G.W.T. • A • G.W.T.• CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, GRAVELLY CLAYS _ SANDY CLAYS, SILTY CLAYS 13 o •® e> = • ® • OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY 15 15 • a ® ® MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS FINE SANDY OR ® ® •x •34 SILTY SOILS,Al SILTS 5 it 4 4 • ® •r 5 3 4 : : : CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS • •"! is 0 • 0 ®0 ° I I f OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, ORGANIC SILTS `" i` BRN.SAND,TR.GRAVEL, 0 •• • BRN.SAND,TR.GRAVEL, • ••' i 20 SILT • • •. 20 SILT ® ® ° 1 I t • (SP)(3b) •`;• a • 2 3 •(SP)(3b) •• s •' I Pt PEAT AND OTHER HIGHLY ORGANIC SOILS — 6 4 P! • — 6 4 , 11.5'---• EXISTING BUILDING ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG. CODE TABLE 1804.1 • • • • ° • B-1 (#780 KING STREET) CLASS OF MATERIALS MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE • • • • I— Mr (Notes 1&3)* FOUNDATION PRESSURE FOUNDATION PRESSURE • • • • e W (TSF) (kPa) • • °, • ° o 7 5' I . 1. BEDROCK(NOTES 2&7) * 25 •ie • ® 25 3 • . ® I 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 5,746 4 • I , lb MEDIUM HARD ROCK-MARBLE,SERPENTINE 40 3,830 — 7 ^e • ®4 _ 7 3'+ le • •j '�^^ 1 • 9 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 10 '• • • •( v! •• • 1d SOFT ROCK-V'/FATHERED ROCK 8 766 2. SANDY GRAVEL&GRAVEL(GW,GP)(NOTES 3,4,8,&9)* END OF BORING 27' - 0" END OF BORING 27'— 0" a • I 2a DENSE 1 s5s W W z • 2b MEDIUM 6 575 NO SB CLASSIFICATION LwL NO SB CLASSIFICATION s Q I • 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SC)(NOTES 4,5,8,&9)* 13 5' I 3a DENSE 6 575 3b MEDIUM 3 287 UJ I • UJ I 4. CLAYS(SC,CL,&CH)(NOTES 4,6,8,&9)* . CO I (±) 1 4a HARD 479 g 4b STIFF 287 • U, 4c MEDIUM B-2 5. SILTS&SILTY SOILS(ML&MH)(NOTES 4,8,&9)* 5a DENSE 2 3287 iti 5b MEDIUM 1.5 144 I 6. ORGANIC SILTS,ORGANIC CLAYS,PEATS,SOFT CLAYS, SEE 1804.2. * ' I • LOOSE GRANULAR SOILS,&VARVED SILTSSEE 1 1 7. CONTROLLED&UNCONTROLLED FILLS SEE 1804.2.2 •- SEE 1804.2.2 OR 1804.2.3 * - I • : i . - * REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN THE N.Y.C. BUILDING CODE FOR ADDITIONAL INFORMATION. a COMPACTION RELATED TO SPOON BLOWS PER FOOT • SAND & SILT CLAY I • GARAGE I t f LOOSE LESS THAN 10 SOFT LESS THAN 4 MEDIUM 10 TO 30 MEDIUM 4 TO 8 I DENSE GREATER THAN 30 STIFF GREATER • s HARD GREATER THANTHAN8 30TO 30 , i, N iiSTANDARD PENETRATION TEST - ASTM D 1586 HA2MMER,30"FALL) e e N=17 BLOWS SPOON BLOW COUNT IS GENERALLY SHOWN IN 6" INCREMENTS FOR 2'DRIVE I s t2 PER FOOT TO OBTAIN BLOWS PER FOOT(N) USE THE 2ND&3RD 6" INCREMENT j I • ROTARY CASING EXTRA HEAVY CASING SAMPLE SPOON I Ii SIZES, INCHES 2.5 2.0 • • ' HAMMER WEIGHT, POUNDS 140 • • HAMMER FALL, INCHES 30 • CB - CASING BLOWSPER 1 FOOT DRIVE UD - UNDISTURBED SOIL SA PLE SB - SPOON BLOWS PER 6 INCH DRIVE NO - SAMPLE NUMBER P - PUSHED BY WEIGHT OF HAMMER FEET - DEPTH FROM GND. SUR. NOTED AT EACH 5' L WOR - WEIGHT OF ROD WOH - WEIGHT OF HAMMER(INCLUDES ROD) • THE�LIAB—ILITY OF SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,FOR ERRORS,OMISSIONS I OR NEGLIGENCE RESULTING IN PERSONAL INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS LIMITED THTTHORT. EAT T WILL CONSTITUTE TO E AN ACCEPTANCEFEE OF THISNF LIMITEDIS LIABILITY.REPIF THIS THE RETIS UNACCEPTABLE,THE NTION OR USE OF ANY PRCLIENT MUST OF THIS REPOR NOTIFY SOIL MECHANICS DRILLINGOFHE CORP.PAID IN FOWRITING BY CERTIFIED MAIL,WITHIN SEVEN DAYS FROM THE DATE OF RECEIPT. THE FEE CHARGED FOR THIS REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH IS THE ES- SENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER LIMITATION OF LIABILITY,SOIL MECHANICS DRILLING CORP.,WILL NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITIONAL ASSUMPTION OF LIABILITY.SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,HAVE NO LIABILITY OR RESPONSIBIL- • E ITY TO PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED. ANYONE,OTHER THAN OUR CLIENT,RELIES ON THIS REPORT AT THEIR OWN RISK. BORING LOCATION PLAN • SCALE . 1"=10'-0" 111. ' SOH- EvmcciArmecs l EIS LLE MG CORP. ;f subsoil investigations q.: 3770 MERRICK ROAD * SEAFORD, NEW YORK 11783 * 516 - 221-2333 i NOTES: 1.-SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. ' -SUBSURFACE INVESTIGATION- #780 KING STREET 2.-SOIL DESCRIPTIONS ARE IN ACCORDANCE WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. • iCif 2 3.-GROUND WATER WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. NEW SUFFOLK, NEW YORK 4. -SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. 47:•,;i J; 5.-ELEVATIONS WERE REFERENCED TO B.M. -AT CENTERLINE OF ROADWAYS,AS SHOWN.ASSUMED ELEVATION AT 50.0'. VERTICAL BORING SCALE: DRAWING DATE DRAWING NUMBER 6.-SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. 114"=1'-0" MAY 10,2013 13R293-2 DATES OF BORING ,DWN.BY: CKD.BY: MAY 8,2013 JMR CV SHEET 1 OF 1. A II, O II ( /GEORGE RD i('I <k. 11.2 i New Suffolk Ef¢ .+ I IIT ' p GRD, ; ,• FANNIN 1�; ,,;,,=:„,„,;: ".::1r 632 ,- _` .., d..,_.._�.. i0 i (I X738 Iw i?KtGst,.,' ' - -� xounosRP.....:,_: }i a 4 ,:Z t E i h 3 NI .. 1511 .4/ SUFFOLK AVE E;, , I ' k EIE' ,� �sr ..';ii. 17� / ' X152 • 11 ..1A ), EO.P. 13.00 .1 X5,18 EO.P. 13'14 )°.4f?o ' q : KING STREET .:. .(.6 ,. (50'WIDE) e6 10.71 k g.39 N , A-17g0 k 11.59 k 1596 k X449 oak (ASPHALT ROADWAY) k 12. k N k 1522 14. fYW 3 CO J 136997 11.15 GUTTER LINE 9.82 k 9.°5 VICINITY MAP 14.25 E.O.P. k 12 0 ' 9.43 ©2008 DeLorme.Street Atlas USA c� 10.72 C 9.94 15.46 G G G G G G G C G G C C 10 63 11.57 C G G G C G G C C C CoA 1145 3 G OH OH OH }`OH---� OH OH OH OH 1 OH 10 63 N-UP/8 �° 47 0H OH '6 OH OH OH OH-OH-OH OH OHOH OH OH OH k ASP//G44LT e--0 �' •�-UP j 06 k DRIVE w/7RANS. % • 5 0 } FENCE POST S85°21'10'E , -- p 51 -- c 16.3012.14 k 10125' 10.51 \30,38 1 G 11'3 k17.2 0j6.60 Q ..Zt 10 10.15 i 11.363 0 15.08k k . .C 1 ti 16.50k o 15.40 PORCH 18.10 j3 48 12 g4 -.- _ 30.0' �������� 14j8 4.41 h� N N N 2�\ \ 11.52 k11.23 729• 3 y 0550 7 HEDGE ROW 'P° , 27.2' 16.31 ^ A� 12.5' V �RD Cp ' ` Os ,115' NOTES: • v 1. PROPERTY KNOWN AS LOT 11,BLOCK 8,AS SHOWN ON THE OFFICIAL TAX MAP OF THE COUNTY OF SUFFOLK. Q • j 6 53 k 16.56 IRR/CATION v 3 `'�) CONTROL 14g6 \ ,I x 10.0 2. AREA=10,317 S.F.OR 0.237 AC. oi I In os W 1 \ of 11077 3. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE.LOCATIONS AND SIZES ARE BASED ON UTILITY -<I 1541 A.C. Z \ ^ MARK-OUTS,ABOVE GROUND STRUCTURES THAT WERE VISIBLE&ACCESSIBLE IN THE FIELD,AND THE MAPS 34 -< UNIT - N 91 AS LISTED IN THE REFERENCES AVAILABLE AT THE TIME OF THE SURVEY.AVAILABLE AS-BUILT PLANS AND A. G j6' - N 731j0' UTILITY MARKOUT DOES NOT ENSURE MAPPING OF ALL UNDERGROUND UTILITIES AND STRUCTURES. 17.09)1- / \ A.C.NI \ 2 STORY k 1 (� BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR -< �q� WOOD FRAME DWELLING -1 10.5' . 3 LOCATION,SIZE AND TYPE BY THE PROPER UTILITY COMPANIES.CONTROL POINT ASSOCIATES,INC.DOES 3 l ORYWELL 1 1'7\N N N \OS 24\ �7 \ \ • 10.g1 NOT GUARANTEE THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA EITHER IN SERVICE OR kD4 I �/ \ 1.7 I �c to DIRT ABANDONED. < D4 /RR/CATION \ I \ I 'L DRIVEWAY 4. THIS PLAN IS BASED ON INFORMATION PROVIDED BY A SURVEY PREPARED IN THE FIELD BY CONTROL POINT CONTROL _ / �� I WOOD DECK \ ASSOCIATES,INC.AND OTHER REFERENCE MATERIAL AS LISTED HEREON. 106 BOX N N 1..- �� Z 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND IS SUBJECT TO THE o 1492 _ STEP N� \ck u. \ 8W'iog7 `. j0p3k RESTRICTIONS,COVENANTS AND/OR EASEMENTS THAT MAY BE CONTAINED THEREIN. Qck 87 18 \'DIRT \ \ \ - I 6. BY GRAPHIC PLOTTING ONLY PROPERTY IS LOCATED IN FLOOD HAZARD ZONE X(AREAS DETREMINED TO BE OUTSIDE OF THE 0.2%ANNUAL CHANCE FLOODPLAIN)PER REF.2. 16.91H16.12 GRASS / - - N 13'S� cdN J CELL �EAVE 4 10.4'(TO fNDT) BLOCK 8 7. THE EXISTENCE OF UNDERGROUND STORAGE TANKS, IF ANY,WAS NOT KNOWN AT THE TIME OF THE FIELD 18.8' \--- I LOT 16 16.23k /16.91 AREA / 1 \ N N N N N N N N 5 WOOD 'E 247 N/F LANDS OF SURVEY. DRYWELL tf 05 1 JAMES F. & LAURIE HAEFELE G X6.6 714 k 16 g9 I / Ro CHIMNEY PAT70 12 ` 8. ELEVATIONS ARE BASED UPON NAVD 1988 PER GPS OBSERVATION UTILIZING THE KEYSTONE KEYNET `•_LJii o \ LIBER 12415, PG. 739 NETWORK. O j4g7 kW N / _ BLOCK B 95 / LOT 11 11 g5 X j 1 \ 9. THE OFFSETS SHOWN ARE NOT TO BE USED FOR THE CONSTRUCTION OF ANY STRUCTURE,FENCE, 3 J N/F LANDS OF STEPS 952 PERMANENT ADDITION, ETC. -) rSTEP ROBERT&MARY WALSH ^H j6S p6 DIRT WOOD 15,21 56 / 12 g8 N / \ Q o PAI�ERS By! STEPS j 6 46 k 13. k \ ., 3 Cr) 0 LANDING 1 14 56 ,I Z 0 '‹ 1s24s ) \ Mii%1644 l641 BW l DRYWELL I�ORYWELL 1 ,�, ED 1G16.14 `�� 15.1'(TOfNDT k 16.21 I\ �i I\ �/ A-1* j0913J I, = T 16.21 T� 1�3� B.B. CURB 61li 4 24.3' N / /l r!//d Q \ \ 145'' 3 160 \ \ T16" o ® \ \ 3 O h 3 ! .1 3 W 9.54 c( k 1663 \ \ _ = Z 110.45Vw Le) c� GRAI�EL N. 2 STORY \ c. o oLEGENDDRIVEWAY \NI MASONRY GARAGE N N o y I o 124 EXISTING CONTOUR 16.52 kc, 3 !'� 15.96 ? k 16'44 \`\' \ 1 187 125 5 Cr) m oW \ \ 41 X 123'4 EXISTING SPOT ELEVATION VJ� g2 123 45 f� GRT-16.33 \ N GRASS ° X TC EXIST.TOP OF CURB ELEVATION c, \ N BW ` 3 /RRICAITON CONTROL AREA �111j21 � I1pj5 X G 122.95 \ \ 15.92 ti 9,34 EXIST.GUTTER ELEVATIONk BOX 1.62 ,'•30 ' TC It. N 24.3' \ k REFERENCES: X1W 123.45 EXIST.TOP OF WALL ELEVATION T�i6g.75 55 B.B. CURB G X467 128 _ 61.5' Z 899 1. THE OFFICIAL TAX ASSESSOR'S MAP OF THE COUNTY OF SUFFOLK,NEW YORK,SECTION 117. 3 TC X6'37 ip •E PIPE k 6W 14.305 6W11'j 39 � ' 47 N� \�� XBW 122.95 EXIST.BOTTOM OF WALL ELEVATION p 1581 3 CONDUITS 13.81 ' 2. MAP ENTITLED"NATIONAL FLOOD INSURANCE PROGRAM,FIRM,FLOOD INSURANCE RATE MAP,SUFFOLK X FF 123' EXIST.FINISHED FLOOR ELEVATION r 7 0 COUNTY,NEW YORK(ALL JURIDICTIONS)"PANEL 501 OF 1026,MAP NUMBER 36103C0501H,MAP REVISED X DS 123.45EXIST.DOOR SILL ELEVATION G 15 :� " 3 k TW 11ii 33 O WOOD SEPTEMBER 25,2009. �' 1547% O GRASS X694 k 24BW t' SHED © GAS METER 3 }S AREA k j5' 12.16 I 55 3. GAS MAPPING PROVIDED BY NATIONAL GRID. S N GRAt�EL -- k 13 40 11.0 1�30 © ELECTRIC METER O� eE AREA '% I' ¢3' NN\NN 4. WATER MAPPING PROVIDED BY THE SUFFOLK COUNTY WATER AUTHORITY. 3c-16.31 '` ^ G APPROX.LOC.UNDERGROUND GAS LINE PER 72 15p0 C HEDGE ROW 101.40' S. MAP ENTITLED"SITE PLAN,ISSUES AND REVISIONS",PREPARED BY JOSEPH J.SCARPULLA,ARCHITECT,251 REF.3&UTILITY MARKOUT(SEE NOTE 3) '6' 3 UP{2 1565 N$S°23'00"W� 4'HIGH C.L.F. .' A 'A. A A A -A- - _ _ MAIN STREET,HUNTINGTON,NY 11743,APPROVED FOR STORM WATER REVIEW 2/20/14. . . •-- ------ . - .•_ . . .. . !/:lle�: �i'•6' k 11.63 OH OVERHEAD WIRES j6't3 15.43`( 16, qy 0.1' HEDGE ROW 120 , LOC.UNDERGROUND WATER LINE PERf 1.0 w w APPROX. I p 1563 DC R'W 14.41 Orairlit•� CONC. 1. REF.4(NOT FIELD VERIFIED,SEE NOTE 3) t' 3 187 m / k 15 o B H ROW BASE o 1/P, -r- UTILITY POLE oy 12. a I �� 16•0Ok ° \ 96 )(13.91 ou, o UPLP{ UTILITY POLE/LIGHT POLE I c T8" '508 `� �. 12 BLOCK 8 k X3.72 �z i 3 / ` 'S' LOT 12 c GUY WIRE N/F LANDS OF a~ SIGN DENNIS HARKOFF & DIANE HARKOFF PROTANK�\\ley\ Q TT T U I,, LIBER 12249, PG. 650 co C.LF. CHAIN LINK FENCE 15 71 3 ORY .01- E.O.P. EDGE OF PAVEMENT k X593 k j4g4 I WOODFRAME '1w,_2 \--ASPHALT >Z6"T DECIDUOUS TREE&TRUNK SIZE DR/NE DWELLING W12' i' 3 / Wiv F/lOT FOUNDATION { 1 STORY W(o o 1-Cu WOOD FRAME cnce Z DWELLING 1_00 ILA 1 REVISE TO ADD DRYWELL LOCATIONS PER CLIENTS REQUEST - W.S.H. G.R.E. 10-6-2015 lY w w No. DESCRIPTION OF REVISION FIELD CREW DRAWN: APPROVED: DATE to w UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND FIELD DATE Q Z 1 FINAL SURVEY o I SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF THE NEW YORK STATE 8-25-2015 UTILITIES: EDUCATION LAW. Za= FIELD BOOK NO. _ 780 KING ������ o i- k 1558 THE FOLLOWING COMPANIES WERE NOTIFIED BY THE NEW YORK ONE-CALL SYSTEM(1-800-272-4480)AND ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND �F o k 1450 REQUESTED TO MARK OUT UNDERGROUND FACILITIES AFFECTING AND SERVICING THIS SITE.THE UNDERGROUND SURVEYOR'S EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. 15-52 DISTRICT 1000, SECTION 117 i-w, 15.62 UTILITY INFORMATION SHOWN HEREON IS BASED UPON THE UTILITY COMPANIES RESPONSE TO THIS REQUEST. LOT 11, BLOCK 8 Q�3 4 SERIAL NUMBER(S): 4 NOTA VALID ORIGINAL DOCUMENT UNLESS EMBOSSED FIELD BOOK PG. 08 0- 151 << NEW SUFFOLK, SUFFOLK COUNTY WITH BLUE INK SEAL Nc=n w GRAPHIC SCALE UTILITY COMPANY PHONE NUMBER O CITY ONE Cq, - `iY. 12 STATE OF NEW YORK �o�-Z • Q n FIELD CREW 1S CONTROL POINT J 10 0 5 10 70 40 CABLEVISION OF RIVERHEAD (800)262 8600 800 Z Zug a NATIONAL GRID (800)262-8600 Z //////����m B.B. ® ASSOCIATES, INC. LONG ISLAND POWER AUTHORITY (800)262-8600 1 ' `� O - m U' oouo 80 X DRAWN: N 35 TECHNOLOGY DRIVE CL ce o SUFFOLK COUNTY WATER AUTHORITY (631)567 7800 �A IIV (� , 10-6-2015 WARREN,NJ 07059 CHALFONT,PA 215.712.9800 Jow (IN FEET) VERIZON COMMUNICATIONS (516)832-2541 �, g`� ES C. W �' � W.S.H. 908.668.0099 908.668.9595 FAX SOUTHBOROUGH,MA 508.948.3000 02 u) 1 inch= 10 ft. .LG- H N ICA j-�� DATE F-a w REVIEWED: APPROVED: DATE SCALE FILE NO. DWG.NO. Z°w NEW YORK PROFESSIONAL LAND SURVEYOR#50765 O G.R.E. J.C.W. 9-8-2015 1"=10' C13185 -AB 1 OF 1 OiEll GENERAL NOTES . JOSEPH J. SCAPUL , RCIIITECT I) G.C. SHALL VERIFY LOCATION OF ALL BUILDING SETBACK LINES BY 1,. :- LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF WORK. P,< 2) GC SHALL LOCATE= ALL EXIST. t NEW SERVICES;ELECTRICAL, El architecture e TELEPHONE, HVAC., SEF'TIC SYSTEM, ETC., PRIOR TO COMMENCEMENT OF { interior sign EXCAVATION. G.G SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH CONDITIONS AT TIME OF BID. 3) PRIOR TO CONSTRICTION, GENERAL CONTRACTOR SHALL VERIFY ALL • FINISHED FLOOR ELEVATIONS PRIOR TO SETTING STRUCTURAL BEAMS. ANY 251 main street DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. hur>Lti><agt Orl ny u743 4) PRIOR TO POUR OF FOUNDATION WALL G.G. SHALL VERIFY ALL :; wwv.jjsarchitect.com FINISHED FLOOR ELEVATIONS AND ADJJST TOP OF FOUNDATION WALL, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. ?'' 631.673.8078 »...,.,.„„, fax:631.4 4.t 434 ! '!IND® DOOR NOTES I) ALL NEW INTf=RIOF. DOORS SHALL BE 2-PANEL MASONITE DOORS, PAINT - GRADE. (SEE SPEC) .r�l Iy a 2) ALL DOOR KNOBS, LATCHSETS, AND MISC HARDWARE SHALL BE AS PER I; ; I s; 1 ; ' SPECS ; I I �',, NOV 2 1 2014 ; ' ` 3) ALL DOORS ARE ',O RECEIVE (3) HINGES EACH. ALL HINGES ARE TO BE ^' ; I ` FULL MORTISE,STANDARD WEIGHT, BALL BEARING. FINISH TO BE BRASS. __._ I F / 601-6° 2/ / 4) PROVIDE FLOOR,,YPE BUMPERS AT ALL DOORS AS REQUIRED. •. :•: T'":':. ..�_.w `+ 5) UNDERCUT ALL DOORS AS REQUIRED FOR CARPET,SADDLES OR OTHER / 14'-6" / 51-4" l'-8• 51-4'/ �, 271-8" FLOOR CONDITIONS. LINE OF 8"X8" CONCRETE HAUNCH TO / SUPPORT WOOD STEP STRINGERS CfYPJ I 6) ALL NEW WINDOWS SHALL BE "ANDERSEN: 400 SERIES" DOUBLE-HUNG . 2'-0' 4'-IO' 3'-8' 4'-0' 8'-8" q'-0' q'-0+ WINDOWS UNLESS OTHERWISE NOTED. ALL WINDOWS TO BE LOW-E INSULATING / / / / / I/ / / P/ GLASS WITH SIMULATED DIVIDED LITES. PROVIDE WINDOWS COMPLETE WITHCD20.13 Joseph J. Scar ulla, AlA WINDOW SCREENS AND HARDWARE (COLOR TO BE SELECTED) SIZE AND .'1,,!;: "` " p PROVIDE NEW 12" SONOTUBE MODEL AS NOTED ON PLANS. EXTERIOR COLOR TO BE WHITE, INTERIOR TO :' ''.• All rights reserved CONCRETE PIER ON BULB FOOTING BE PINE. ANY GLASS NOT ABOVE 18" OF FINISHED FLOOR TO BE TEMPERED. ''' (TYP.) A PROVIDE NEW 8" CONCRETE FOUNDATION WALL 0PROVIDE NEW 10" 0 10"X20" OURED . - ..,-CONCRETE [j A,�Cy/ " I6" ♦ N. 1 I /i'y/y/!i!!y//yr/i!/i,/,ir/i/rii GONG. FOOTING. W/ 2 5 STL. REBAR N. ♦ D•‘-‘71\120:7114_,0 FOUNDATION WALL ON 8 X ( ) E� = I j'%'i%i�/i%%i'jii i%ij%iij%i�j%i'j/'/'�//iii CONCRETE FOOTING WITH (2) #5 STEEL % CONT NUOUS. (T(PICAL) REBARS CONTINUOUS (1'YP.) STEPPED N --1)---- -fl- -- -J % r -I ii/, L- •` ---- N C.'---- ..°- .^.MP ��» mo w . ►+►• CC ' ... . i. AS REQUIRED ® BASMT. STAIRS ,` .. - - - • f N. -- ,,//// //%//// /////%1% 1 (2)1:75"X I1.25"LVL I %%!" LINE OF POURED CONCRETE STEPS FOR Ei I - r r -- I ";%X% ,%%;%,"0,/%0,% ;,200,;i. ' r -I // ''; - -- -- r--- -- ;� . '%%0 '%;'0%%;0%''%0'%'% SFE PLAN FOR SIZE WALL ON CONCRETE FOOTING e4,a 1 �' BASEMENT ACCESS STEPS. 6.C.. SHALL - ;;-I li •„� - , %r, r 1 !'! I ,,,,,„. ,,...:3 w C' /ii VERIFY ELEVATIONS IN FIItLD. 1 - .% _ - iii �� ay� ,/ 171'frI - -04 %'''- %' EXISTING FOUNDATION AND FOOTING TO BE # ,,; „ ; ” DEMOLISHED ,// // %vf I �/' I BEAM POCKET(TYPE !' LINE OF 8 Xe. CONCRETE HAUNCH TO ■,, I moi/; I ,p !!i. I 1lesuos % _ I 4 I ''�' I v J/% SUPPORT WOOD STEP STRINGERS (TYP) EXISTING FOUNDATION AND FOOTING end Rovisi®n� r/ PROVIDE NEW 10" CONCRETE _1'7A-1 7, _ _ ____ ;;!' !!, - FOUNDATION WALL ON 10"X2o" I ♦ ♦ r-,-, ,/ 4//0//////;///2/////;//5%//;//•;//0// //J ,//� I = no # date issues and revisions r/ ; �', .p �� Q CONCRETE FOOTING WITH (2) #5 STEE=L ��ii'%viii i - moi; � r /ii ( LINE OF EXISTING GONGREI� BA5 A N 0 , ® ' A8 KEBABS CONTINUOUS (TYPJ STAIRWAY AND FOUNDATION WALL TO %�;; r--I UP I--— -i*` 7 % BE REMOVED /r/i//2/ ///iiiir//;/////�/4/ /, NEW WALL - PROVIDE WOOD STUDS ® 16" O.G., 1 NEW BASEMENT 0 SIZE A5 INDICATED ON PLAN. 1 1/13/14 REVISION 5D k 2 2/5/14 ISSUE FOR B.P. PROVIDE NEW WINDOWS SIZE AS NOTED 4t '%% N - ;;;�• v 1 PROVIDE NEW 4" CONCRETE SLAB U.L. APPROVED SINGLE STATION SMOKE DETECTOR ON PLANS. PROVIDE METAL AREAWAY " WITH 6X6 10/10 WWM ON 4 MIL. '''` - IF NECESSARY 0 = - �/ i - - - - - - / I - - - - !Li - - - - - - �" �' INTERGONNEGTED HARD WIRED W/ BATTERY - I VAPOR BARRIER ON 6" GRAVEL �; - - _ _ - j - _ _ . _ _ _ 70: tJ 9 BACK-UP AS PER STATE CODE (LOW VOLTAGE, ♦ N 1 ON COMPACTED FILL (TYPICAL) �' �' �\ COORDINATE WITH ALARM SYSTEM) 3 8/8/14 REVISIONS =7iL ,\ 1 \ 1- IL - 1% (2)2XI0:ACQ --. (2)2X10 AGQ r2)2X10 ..r!^a;. F C`.n LINE OF EXISTING GONGRE TE 1 %''" c I Y , i •Y. ..,.••.:• o _ 1 FOUNDATION HALL AND FOOTINGS TO I i' ,• _' t�' \i \ ,I -i — NI r BE REMOVED ✓ii/', N • ..--I ' . ' I:'/ + i ► ,. .. 5. 4 I • %ii " I' %i! 1 J_ ..----------.. LINE OF WOOD STEPS FROM DECK / ;r'ii : i .'' ! I ,r REQUIRED VERIFY 1I %, 1 ( I '/% I . : ; IN FIELD A5 !; ,! , ; RADE, J ice r ��� - iii i;{'�l�i' /!////!///jL I•%'%-}-- XIO ACQ LEDGER (BOLTED) Nw I -- - I ,!!!! • err / ir, --- ,r r' / // 2u�- r • TT ,�r;rr, / ...- -• - ....... .-..w-...;---Y�IIOX . - _. �-.........c.,4/I„terIC?XI_1-• mm jr ,,., ---_P�LaXlgy----anD - ,.,,,.,,,•„ ♦ ♦ r -I �i'/r' i//'i/1;11 ;tirilM rr� `/,,r/,// �. I PROVIDE NEN 12"� SONOTUBE PROVIDE NEW WINDOWS SIZE AS NOTED '' `j ; 1 II- 7 I CONCRETE PIER ON BULB FOOTING date: 9/30/13 ON PLANS. PROVIDE METAL AREAWAY Q �''% I PROVIDE 3S" DIA. STEEL ; ; I I I EXISTING BASEMENT ACCESS TO I (TYPE 1. %'� BEAM POCKET(TIT) PIPE COLUMN ON ' cv BE REMOVED, PATCH AND FILL a scare: IF NECESSARY i ',I ;fl 36"X36'XI2" THICK CONC.: ;01 '- I EXIST. FOUNDATION HALL WITH 8” U - I� AS DOTED m�I' I FOOTING WITH #5 STL. ...4.04 cv -1 GONG. BLOCK INFILL AS REQUIRED = \ ♦ zl ; :Ig Z REBAR IN BOTH • , :�1 (2)7.25 I in l ( LINE OF NEW WOOD DECK ABOVE - SEE drawn by: JJS/ACG LINE OF EXISTING GONGRE'TE 1 IL DIRECTIONS (TYP.) . r'- 1r•--- - I FIRST FLOOR PLAN FOUNDATION HALL AND FOOTINGS TO 1171.. Iyr 0 11'-10' 4- q'-0' ; q'-1T �' 0�,--3'=6'— 1 k PROVIDE 35" DIA. STEEL PIPE checked by: JJS BE REMOVED COLUMN ON 36 X3b X12 THICK i- _ ; 1 1 iI N CONG. FOOTING WITH *5 STL. -1 ;i I - ; I1 REBAR IN BOTH DIRECTIONS (TYP) N Pp y: J.�S - - - ---- ' approved b ' If i / - ,�i/, 1 / / i r l}"T TT/✓ (,�! ;I WIOXII �%ii%%%i%i� WIOXIq %i%;i%i� i ,..WIOXIq %%'' '!!°i t%may% �/1 EXISTING I I EXISTING I I•.` , XI5TIN6.:'. . Zj �i�i ; ' � yri�i� %✓lair - t- /./z Y,v ..%% O O I .3 Q EXISTING BASEMENT WINDOW TO REMAIN /� I �,,,/ , ,� ; „� I I I I ;o - REPAIR AND OR REPLACE GLASS (ili/iiri�r/� ,i,/li,,il,, ! '�"� '! ''' rr rr !r'r (/''!''';' ,- - - ' .►. ''�'[,%i.J L — — J L — —. . I AND FRAME IF NECESSARY 1 ;� � , v I • i , 1 EXISTING BASEMENT `.,_ project number BEAM POCKET errP) NEW BASEMENT ''-----'---_0 .-1 m 1 PROVIDE NEW WINDOWS SIZE AS NOTED //; ;I ' 1 23 1 't, (2r,2 EXISTING CONCRETE SLAB TO " _ .I ON PLANS. PROVIDE METAL AREAWAY ;I� ® Lv REPLACING EXISTING I REMAIN, PATCH AND REPAIR AS IF NECESSARY ;h " ` '� �`! REQUIRED (TYPJ ® ct� I PROPOSED ALTERATION FOR: u PROVIDE NE=W 4 CONCRETE -� 1 -1\1 .' i i;i a �I , SLAB WITH 6X6 10/10 WWM; u- ' N 1 1 = �, I = EXISTING TG FLUE TO REMAIN. 6.C.. • • i I _O ^� UP LINE OF NFJ�I STAIR TO FIRST ON 4 MIL. VAPOR BARRIER 0 : O r SHALL HAVE FLUE LINER GLEANED AND z: ' I N cv I :Y I ry FLOOR. PROVIDE 3/4 OAK r_-.-- ----. I INSPECTED AND MAKE NECESSARY j w 5 ON 6 GRAVEL ON ,n TREADS WITH PINE RISERS. ; N ``t� r✓ �' al►J� ;/, I 1- 1.0 COMPACTED FILL (TYPIGAL� t:.. + _I; I REPAIRS IF REQUIRED ;// ; I- ' 1 1 PROVIDE RAILING AS PER CODE ..rd_ i ; ,I ; ; I 1Residence '-' _,GC- PROVIDE NEW FURNACE AND HOT :' �--11/1e _-- --- -.-. ;;� L" —:. — ——— = —— I _I -1 EXISTING HEATER CONNECTED TO --� ,,! EXISTING FLUE. PROVIDE FREASH AIR .c %P;//;2;Y,//;//?//%%2//%/; !/;//i'/02/;%%%;%%%;% %'!';r %%/P %/5 0% I o UN EXC. I 780 King Street 1 /,, ,r,// // ,2 rr%,<o !/! // .: .;// 0%;;/ ,;// INTAKE AS REQUIRED BY NYS CODE ,s L , . ,��,, . l..��, �, ,,�, . r .,r 1 . ,,�� ,; I ( • ♦ New Suffolk NY 11956 1 L J ;/; :o PROVIDE NEW 10" CONCRETE ! FOUNDATION WALL ON 10"X20" 4%�%&%7.�' % %'%% %%%'%%%/%//// PROVIDE 5/8" TYPE 'X' GYP. BOARD FOOTING WITH (2) *5 STEEL PROVIDE NEW 8" CONCRETE i 1 ABOVE NFJ�! FURNACE AND HOT HATER CONCRETE• RE CONTINUOUS ('EYP FOUNDATION WALL ON 8."X16" yr Q ,- ,% HEATER AS PER GORE . FOOTING WITH GONG. CHEEK WALLS I ;%1;7-1 N 1 '%/ FOR MASONRY PLATFORM AND i- -._..__....._..-__-.-- . _ IL- ` � .� Drawing Title STEPS ABOVE - SEE PLAN ; I A 1 A-8 LINE OF EXISTING CONCRETE '! EXISTING CONCRETE FOUNVATION WALL PLATFORM AND STEPS TO BE pp AND FOOTINGS TO REMAIN, PATCH AS ' BASEMENT & FOUNDATION! REMOVED P"/ T-8' 9/ REQUIRED. PLAN q'-o' / EXISTING OIL TANK TO BE DRAINED, I / CLEANED REMOVED AND DISCARDED / 2'-0'/ 121-6' / 181-4" 27'-8" AS REQUIRED. , . ,. 60'-6+ J, .,, 4 ,. , ..: . .. Sheet BASEMENT & FOUNDATION PLAN ,, , A. ... ,., .„,. 2 • SCALE: 1/4" = 1'-0" 2 of 14 GENERAL OTESJOSEPH J. SCARPULLA = ,, .,. -. ARCHITECT I) G.0 SHALL VERIFY LOCATION OF ALL BUILDING SETBACK LINES BY LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF WORK. 2) 0.0 SHALL LOCATE ALL EXIST. 4 NEW SERVICES;ELECTRICAL, 0architecture TELEPHONE, HVAC.,SEPTIC SYSTEM,ETC., PRIOR TO COMMENCEMENT OF interior tiesagIn EXCAVATION. 6.0 SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH CONDITIONS AT TIME OF BID. 3) PRIOR TO CONSTRUCTION,GENERAL CONTRACTOR SHALL VERIFY ALL FINISHED FLOOR ELEVATIONS PRIOR TO SETTING STRUCTURAL BEAMS. ANY 251 main street DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. huntington ny 11743 4) PRIOR TO POUR OF FOUNDATION WALL &C. SHALL VERIFY ALL 3 ` WW4j➢Sarchitect.com • FINISHED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION WALL, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. • ; r '. 631.673.8078 . • fax:631.p4.8414 WINDOW DOORNOTES _ . ,.:..,. . .._. • .:wA. . . ._ . ._ I) ALLNEWINTERIOR DOORS SHALLB"....K. .<.-., ,... ,,-...., ...-.r . .. ,.:,.. E 2-PANEL MASONITE DOORS, PAINT PROVIDE NEW HEATILATOR GRADE. (SEE SPEC) ; ' PREFABRICATED GAS FIREPLACE ' MODEL 41-60. PROVIDE STONE 2) ALL DOOR KNOBS,LATGHSETS, AND MISG HARDWARE SHALL BE AS PER HEARTH AND CL. TEMP. GLASS SPECS ) :'�'' ENCLOSURE DOORS A5 PER CODE. ? PROVIDE THIN STONE VENEER SIDING 3) ALL DOORS ARE TO RECEIVE (3) HINGES EACH. ALL HINGES ARE TO BE I AT EXTERIOR. MANTLE SURROUND TO FULL MORTISE, STANDARD HEIGHT, BALL BEARING. FINISH TO BE BRASS. . AT PORTICO AS SHOWN ON AGQ BE BY OWNER 4) PROVIDE FLOOR TYPE BUMPERS AT ALL DOORS A5 FZEQUIRED. SUBSTRUCTURE - SEE FOUNDATION + _: PROVIDE 5/4" X 6" CEDAR DECKING 60'-6" / N, ` PLAN 1 5) UNDERCUT ALL DOORS AS REQUIRED FOR CARPET,SADDLES OR OTHER 14'-6" 51-4« '7'-e," 5' 41,g. FLOOR CONDITIONS. LINE OF NEW OUTDOOR SHOWER. / / PROVIDE WOOD DECKING ON AGQ 6) ALL NEW WINDOWS SHALL BE "ANDERSEN: 400 SERIES" DOUBLE-HUNG ; ' 12'-10' 1'6' 2'-10' 2'-6' 2' • 2'-10' 8'-6" / q'-o' / q'-0a P f WINDOWS UNLESS OTHERWISE NOTED. ALL WINDOWS TO BE LOW-E INSULATING SUBSTRUCTURE OVER GRAVEL. GLASS WITH SIMULATED DIVIDED LITES. PROVIDE WINDOWS COMPLETE WITH �""' PROVIDE CEDAR SCREEN ON SIDE f ` - WINDOW SCREENS AND HARDWARE (COLOR TO BE SELECTED) SIZE AND • © 2015 Joseph J. ScQrpuiIa, AIA WALL 2'-0" 4'-10' Al 3'-0a a 4'-0a « « i a f .�y 6-10 NIPPY y 13"8 y 2 / MODEL AS NOTED ON PLANS. EXTERIOR COLOR TO BE WHITE, INTERIOR TO All rights reserved LINE OF NEW BILGO BASEMENT DOOR BE PINE. ANY GLASS NOT ABOVE 18" OF FINISHED FLOOR TO BE TEMPERED. SG-Z FOR FLAT AREAWAY - GALVANIZED STEEL WITH EXTENSION A5 REQUIRED OR AFPROVBD EQUAL ♦ ♦ .��EDNAgCy/ ri ♦ ♦ Pili1,1 e " ��� �5 Q�SOH 5�... � ' cv hi,.. c 510ir j,r , ` 510 • _ ♦ 4-N 4 _. A% �,c�, rirz+� _.:os ♦ �� EXISTING WALL TO REMAIN �,=' (2)2X12 �„� IIIMI v (2)2X12 '-1 I' �4;I' -------__----__ EXISTING WALL TO BE REMOVED cf� - '' in .71 m NEW WALL - PROVIDE WOOD STUDS ® I6" O.G., SIZE AS • � ' y 61, �P i//////iiiiiii// �- r! •4. ` �`! ty ° INDICATED ON PLAN 1°F. N E`N N ; 'X 2-5/16"XII 1/8' TJI230 FJ®I6" O.G. - I LT) .' NEW BEARING WALL - PROVIDE WOOD STUDS ® 16" O.G., SIZE dli ----:- ---- AS INDICATED ON PLAN. Issues and Revisions A .vyyvu�xa►.��wruo�.vicv Ii )��i FWH3 68A�% DEN 4 '�D INTERCONNECTEDUL. APPROVED SI 4, HARD WIRED W/ BATTERY E STATION SMOKE BAAC G-UP A5 no # date issues _ I r. _., i ; 612" 0.C. Mal(2)2XIo i o • • and revisions F iiiiti CEILING m q-6 , PER STAT= GORE (LOW VOLTAGE, COORDINATE WITH ALARM I I % - -� -- iN N 441) SYSTEM) • BATHROOM - PROVIDE ceR. TILE r I N. 0 STONE TILE FLOOR ON I" MUD - 0 4 1 1/13/14 REVISION FLOOR(SEE SPECS) ON I sr \ / SETTING BED,ON 3/4 PLYWD SETTING BED. ON 3/4" P1..YWOOD I I �s G , 2 2/5/14 ISSUE FOR B.P. SUBFR. GLUED 4 SCREWED. INSTALL I O 0 • % PANTRY = HALL SURFER 4 _ WONDER BOARD AT SHOWER WALLS d • - Nlir GER TELE LINE OF WALL ABOVE N PROVIDE 5/4"Xe CEDAR DECKING AT TUB PLATFORM,LEAD PATI AT ALL 1 P .EILING 0 8-b I `-,e IMv -� v+ ` �I el- STEPS DOWN TO GRADE. VERIFY IN 3 8/8/14 REVISIONS SHOWER BASE, M.R. BOARD O OTHER WALLS d CEILINGS RP), 4 -, B• H R . �. (2)2X10 ## (2)2X10 _ g - - = -- %. .. r(- _ FIELD. PROVIDE P STRINGERS A5 CLEAR TEMP. GLASS SHOT N p =-=— 7.7,1'1:771-- - - -- ;;-.1 sl_._ - REQUIRED TO SUPPORT STEPS 4 11/17/14 REVISIONS 2-5 1•' 8" TJI2 • ib" D.G. % i,, _ ENCLOSURE (SEE SPECS), PROVIDE ® I I 4, ---- - -. - - - - - - --- - - - - - --- - - EXHAU5T FAN,VENT TO EXTERIOR (50 0 `� i I I CL. $ i„a••.- _„. .i I,,�/ 1 - ._ PROVIDE 10” DIA. HBdG PVC. TUSCAN CFM MIN). o ,” '-0 A; 3'-O" s'-0• flit ,:,, IT-8" ,►, - - - 5 6/24/15 REVISIONS _ _ 4 PORTICO �• ------------._.._._.._._-------•-- -----•-------------------------------.._. I COLUMN WRAP OVER 4X4 AGQ ,� 'ld i� 0 • ' to iH `O - ------ - ---- - --- - - - - - - _ �, Q STRUCTURAL WOOD COLUMN (TYP) `1J COLUMN I IX :NI/I .,, , SII �_._._....-------------•---------- ------•---•---•--------------______..-----------•--•---•--...-------._._...------ ------- ------- ... ............---..._LINE OF ROOF OVERHANG ABOVE 2I cy ,� - - Fy,n I - `'AI I Is { 4'-6" , i,, .', i D'-8" ! i ' 4'' e . 1 -T _-_ - -- FWT601. O1/ER 601. OVER - - ------ iv ; 2068 �- T ►� _ !L ' z;r:: .. 8- PROVIDE 5/4' X 6" CEDAR DECKING AT �� ;� 2)1125 LVL � 1 'r PORTICO AS SHOWN ON AGQ ' - -- '068 OP'6 £I` •' s: tea: • v.�'� . � (2)1.'15"X q 5"LVL (2)1.F5'X q.5"LVL SUBSTRUCTURE - SEE FOUNDATION PLAN I tb PROVIDE 3.5" DIA. STEEL COLUMN TO 1 I - T 1 4"X4" WOOD COLUMN TO SUPPORT O m date: 9/30/13 Q I SUPPORTOL. BESTEEL BEAM - TO BEAR ON 1IIry v W HEADER (TYPICAL) - LINE OF PORTICO ROOF ABOVE v 0 1 COL. BELOW I Iry o scare: AS NOTED I 'v g X�X 2-5/Ib"XII=UB" TJI230 FJ®I6" O.G. II 2-5/I6"XII-//8" TJI23O FJ®I6' O.C• 1Q ry t1i� ., ♦ _ I _ �.,i A drawn by: JJS/ACG ! - - plir r v m 4" 12'2" 4" ri'-8' a 4- 3 .'' 23'-10" O cn— �, , . LINE OF NEW WINDOWS SIZE'AS NOTED checked by: JJS LINE OF NEW WINDOWS SIZE AS NOTED z ` 1 ! ' I ; ��` ON PLANS. PROVIDE AZEK TRIM - SEE: / Q I �D ♦ ON PLANS. PROVIDE AZEK TRIM - SEE W 0 , REF W .• � - WINDOW DETAILS. (TYPICAL) I approved by: JJS WINDOW DETAILS. (TYPICAL) 0 -, DINING AREA ,- m 1 ; ; , , ..- _ 0E FAMILY ROOM CEILING B q'-O" Wil , ,..__ . _...._ .- ---:. - ---; .,' ,. GEILIN5 D q'-0" PROVIDE THIN STONE VENN=�R OYER '^ 'n 3/4" OAK FLOORING ON ! KITC�IEN ___ "` I .� / ` 3/4 OAK FLOORING ON EXISTING 3/4 9 ' iq b / 3/4" PLYWD. SURFER. N If GEILIN6® q-o I .AS401 I PLYWD. SURFER. TO 6c PATCHED AND ~ `A :o _ EXISTING BRICK VENEER A"T EXISTING <. 7.- II 3/4" OAK F LOORIWG_ON..- ..__._ I- N REPAIRED AS REQUIRED k' CHIMNEY — I 3/4" PLYWD. SURFER, r (-L i y -, r • project number i (3)1'15"X 1125"LVL 3J, - - -`` ' ' PROVIDE NEW STAIRS TO SECOND X EXISTING MASONRY FIREPLACE TO 1 31 f6 - - - - ;, lica FLOOR WITH 3/4" OAK TREADS AND REMAIN, PATCH REMOVE�TERIiO BRICK OAK RISERS,WITH OAK RAILINGS AS in O ( I - Q PER CODE. N '' PROPOSED ALTERATION FOR: VENEER AND REPLACE WI T.-I CUSTOM • m WOOD AND MARBLE SURROUND AND g 0 - > --- -.i. , O m NEW STONE HEARTH AS PEF: GODS. ♦ 0 N II --�- �. .5� 1 d I I PROVIDE BRIDAL IRON BRACKET '1 : 4 4"X4' WOOD COLUMN TO SUPPORT ^ �� ♦ \Valsh HEADER (TYPICAU I • 7S" LVL FJ 012" O.G. I LINE OF WALL ABOVE ;;I • ! i '- 1--7 " • " et `; 1 I / : �, 4 : 1 d 1 J ./ (2)175"X II.25"LVL j r----� I ' ----1-1 I "X 11.25"l VL (2)1.75"X 11.25"LVL I P IDE NEW WINDOWS 2:E A NOTED • Residence. %�/i` —1 aaa��,�aaaaaaaa���r�/� :---- - - - -1-- - - -..._ •t: _.. .---- -- ----.; r_- - ..: ,: � ---: �-. ON PLAN� WITH AZEK TRIMi AS PER - 051 0 ___ I ♦ �`� (3)T�.210410 "—-" —1 IN - k �� I DETAILS IN EXISTING WALL. PATCH AND i D V1 i „h LVL 4 •68 W/(2)10" O TW210410 D 10410 {10410 '---I rti- A/ X SIDELIGHTS - H® - REPAIR AS REQUIRED 780 King Street .���.��...��.����� ,�,®MAW' ihi�iiiii 114 New Suffolk, NY 11956 IPP (3) 1032 I� I m LINE OF EXISTING ELECTRIC SERVICE ' TO BE UPGRADED I �"� - (2)2X10 _ �,� I EXISTING FRAMED HALLS "O BE - EXTENDED UP TO q'-O" PLATE HEIGHT. • PATCH AS REQUIRED. (TYPCAL) LINE OF NEW WINDOWS size A5 NOTED ON PLANS. PROVIDE AZEK TRIM - SEE I " �' , WINDOW DETAILS. (TYPICAL) MIIIIIIIm LINE OF NEW ROOF oVERH,�1N6 ABOVE. DrawingTitle IkAnk s ' .. . T,$" A-8 LINE OF NEW ROOFED OVER PORTICO. PROVIDE 35" DIA. STEEL COLUMN TO PROVIDE 12" DIA. H3*G PVC TUSCAN COLUMN WRAP OVER 4"X4'AGO SUPPORT STEEL BEAM - TO BEAR a'-0• DIRECTLY ON FOUNDATION WALL BELOW STRUCTURAL HOOD GOLUM4(TYPE FIRST FLOOR PLAN 6'-5" 6,-I" c-2" a'-2a rP-6" 10'-2' LINE OF NEW 1-1/2" BLUESTONE PAVERS f f f f f A WITH THERMAL SURFACE 04 4" KITCHEN - CABINETS, APPLIANCES d CONCRETE SLAB AT PLATFORM AND AT COUNTERTOPS SHALL BE SUPPLIED d 2'-0" 12'-b" IS'-4' 71'-&" STEPS. PROVIDE FULL BLLESTONE '-8' INSTALLED BY OTHERS, G.C. SHALL f SLAB STEPS PROVIDE ALL NECESSARY ROUGHING, ' . ,.. d PROVIDE FINAL HOOK-UPS S / / 60'-6" COORDINATION. VENT E MAUST HOOD ; TO EXTERIOR Sheet MONNNINNWINIMNINI FA iml ..) IR. .ST F.. _LOOR PL_. . Af� Alk . _ ____ SCALE: 1/4" = 1'-0" :Yry• . z ,. �3 pf'j4 _ i' 1.4 l i '_'k,' iii.11 JUL 2 9 2015 '— 1 , li± , 4 GENERAL NOTES JOSEPH J. SCAL UL ARCI ITECT I) G.0 SHALL VERIFY LOCATION OF ALL BUILDING SETBACK LINES BY LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF WORK. 2) G.0 SHALL LOCATE ALL EXIST. 4 NEW SERVICES;ELECTRICAL, , rcno �c urs TELEPHONE, HVAC, SEPTIC SYSTEM, ETC., PRIOR TO COMMENCEMENT OF E-1] interior design EXCAVATION. G.0 SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH CONDITIONS AT TIME OF BID. 3) PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR SHALL VERIFY ALL FINISHED FLOOR ELEVATIONS PRIOR TO SETTING STRUCTURAL BEAMS. ANY 251 main street DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. nuntin;ton nY n-743 4) PRIOR TO POUR OF FOUNDATION WALL G.G. SHALL VERIFY ALL www. sarchite1 743 FINISHED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION WALL, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 631.673.8078 " fax:631.424.8414 WINDOWDOOR NOTES .{, , ., . s. . I) ALL NEW INTERIOR DOORS SHALL BE 2-PANEL MASONITE DOORS,PAINT GRADE. (SEE SPEC) PROVIDE NEW HEATILATOR PREFABRICATED GAS FIREPLACE 2) ALL DOOR KNOBS, LATGHSETS, AND MISC HARDWARE SHALL BE AS PER MODEL #1-60. PROVIDE STONE SPECS HEARTH AND CL. TEMP. GLASS ENCLOSURE DOORS AS PER CODE. 5) ALL DOORS ARE TO RECEIVE (3) HINGES EACH. ALL HINGES ARE TO BE PROVIDE THIN STONE VENEER SIDING FULL MORTISE, STANDARD WEIGHT,BALL BEARING. FINISH TO BE BRASS. AT EXTERIOR. MANTLE SURROUND TO 58'-6 B.. B O.t r 4) PROVIDE FLOOR TYPE BUMPERS AT ALL DOORS AS REQUIRED. 5) UNDERCUT ALL DOORS A5 F EQUIRED FOR CARPET,SADDLES OR OTHER 12'-6' 6'-2' 6'-0' 61-2' 211-6° FLOOR CONDITIONS. 6) ALL NEW WINDOWS SHALL BE "ANDERSEN: 400 SERIES" DOUBLE-HUNG WINDOWS UNLt OTHERWISE NOTED. ALL WINDOWS TO BE LO.-4-E INSULATING GLASS WITH SIMULATED DIVIDED LITES. PROVIDE WINDOWS COMPLI_i t WITH �--�- LINE OF ROOF BELOW WINDOW SCREENS AND HARDWARE (COLOR TO BE SELECTED) SIZE AND © 20'15 Joseph J. ScarpUlla, AIA MODEL AS NOTED ON PLANS. EXTERIOR COLOR TO BE WHITE, INTERIOR TO All rights reserved BE PINE. ANY GLASS NOT ABOVE Ib" OF FINISHED FLOOR TO BE TEMPERED. (4Ci _ RED Ai90 N- - - - - /. o/o/a.y.�/ I PREY ��II � QHN tij; ry l TW2 046 i / G 4�- - I I )�� , .:�` �'� "Iv — 1 — — MAW A ,;WiffN! ri/ r/.rrv.=, ►/oioi EXISTING WALL TO REMAIN �.: . . G (2)2X10 '-,c•=__--- I - * * i 2)2X10 N I O I EXISTING WALL TO BE REMOVED ' O X , I CV '� Q`� NEW WALL - PROVIDE HOOD STUDS 0 Ib" O.G.,SIZE AS 9T •. LINE OF KNEE WALL - CEDAR CAP ! : ; O AND AZEK TRIM - SEE ELEVATIONS ,` ' : I irrrrrrrrrrrri INDICATED ON PLAN. y . �� r �®2X10 ® I6" O.G. e I 2X10 RR ® I6" O.C.. I !J� r I •W,' ' NEW BEARING WALL - PROVIDE HOOD STUDS 0 Ib" O.G., SIZE • og '' i � � 2X10 GJ 0 16" O.G. I LINE OF RIDGE ABOVE (TYPICAL) AS INDICATED ON PLAN PROVIDE CEDAR DECKING ON' •." --- , SLEEPERS OVER SINGLE PLY PDM ;fl ! I ® Issues end 0visi®ns I'; LINE OF TRAY CEILING ABOVE (UPPE ; I / I 5D U.L. APPROVED SINGLE STATION SMOKE DETECTOR ROOF PITCHED TO SCUPPER ON iiian.Ar/ /11u/ /MU 11:617AMY 41 /ANIfliff 'MY__AM i► ✓ A INTERGONNEGTED 4 HARD WIRED W/BATTERY BACK-UP AS REAR _�_` __ __^ = ^ - _--_— �_' no # date issues and revisions LINE OF ROOF BELOW A_8 PER STATE CODE (LOW VOLTAGE,COORDINATE WITH ALARM SYSTEM) NEW DOOR, UPSET AS REQUIRED TO , _ �_.__ x MASTER BEDROOM '` = CM 1/13/14 REVISION STEP UP TO DECK ±4 = likh11 • Q N TRAY CEILING AT IO'-0' _t O U.L.ULAPPROVED SINGLE STATION CARBON MONOXIDE `� 1 IIII -- DECK v _-_ " m BACK-UP AS PER STATE14 DETECTOR GTED 4 GODE HARD WIRED W/ BATTERY 2 2/5/14 ISSUE FOR B.P. • = 3/4 PLYWD SURFER (CARPET BY Q- ---- -2 OTHERS) , m p 3 8/8/14 REVISIONS 2X10 I — 4 11/17/14 REVISIONS or..........., ..7.. ... • LIGHT VENT►' • - o a ,, �•... 5 6/24/15 REVISIONS LINE OF ROOF BELOW G CLOSET XXO 1 0 I I • AS PER THE N.Y.S.R.B.C.,SECTION R303.I HABITABLE ROOMS, ALL HABITABLE N:� ^NN 0 I SD I = ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NO LESS THAN 8 a I I I O PERCENT OF THE ROOM AREA. NATURAL VENTILATION SHALL BE PROVIDE >? • " " 4068 OPG ► ZN THROUGH DOORS,WINDOWS, OR ANY APPROVED OPENINGS. THE MINIMUM r �� , (?�I T5 X0125 LVL(FLUSH) �r (2rrW21036<r (2)TW2103b )TW21036 y/i0000i�iiiiii/4 —— —— r .ffA' Arw mer viiiii//iiii//iazor .cam ,- A i =;rii omreez r r/.o�/i,,.�/iw—x�--. TT. VENTILATION REQUIRED SHALL BE 4 PERCENT OF THE ROOM AREA. PROVIDE 1.5" DIA. CHROME CLOSET m , —— — „ _ �" „ '�°° "� Sheet information g SD _ - (2)1.75 XQ.5 LVL (2)1 15 XaS LVL ( '. 5 X°1S LVL O ROD AND POPLAR SHELVES (TYP.) AT N -0' 6'-4' O 2668 I HALL HABITABLE SPACE CLOSETS N ebb, 1 , GM ,,-.74;+ -1A 3/4' OAK " N' PROVIDE 1.5" DIA. CHROME I p MASTER BEDROOM = 312 SF date: 9/30/13 ----V --- r PLYWD SUBFLR CLOSET ROD AND POPLAR _ REQUIRED - ACTUAL LIGHT - scale: — i. Q 4 2668 ' SHELVES (TYP) AT CLOSETS I VENTILATION - 4S�i = ?2.48 26.65 AS NOTED LINE OF NEN WINDOWS SIZE Ara NOTED �' © �il� i :N1/I a��'r. iii ON PLANS. PROVIDE AZEK TRIM - S� %r/ `✓/r ?a! v�� yogirr�////ii/iurzv/oiviavaviiiiiimi .ii.�/i�•iio//i/AM • MV ` /. DN �,,,rt,�'/ ,SD L ® BEDROOM 2 = 322 SF dray by: JJS/ACG / 41 ,� _� PROVIDE 22"x30" SCUTTLE WINDOW DETAILS. (TYPICAL) IMF/0114" '_" �, / _ 5D b YiC� 4' :i 5�-0�©�•s r 0 IS-8 I '• LLIIGHTI 6% = 25.16 RED ACTUAL 4�i53 ;.. IEL II I dJ 12• 4 '),/ / T• • - 4 'I - - �i " VENTILATION - 4% = 12.86 77.70 checked by: JJS m ' � ' O)J N I N 1 I ��� i , N PROVIDE NEW STAIRS TO FI- T V N BEDROOM 3 = 212 SF / 1...frill v N Cli I� ,^DBL..RAFTER.. - I _-- O ' CL Q FLOOR WITH 3/4 OAK TRE 0 D■ MASTER BATH x ; ;, I ��D ----"--'73 AND oAK RISERS, WITH OAK ;� L�iGHT1855 = Ib.gb ACTUAL 53.56 approved by: JJS I zsb RAILINGSASPFR.GQDEt...-- - ------_-- _; i V)rNTILATION - 455 = 8.48 34.02 - IV MASTER BATH - PROVIDE STONE TILE 0 i �!' �- FLOOR (SEE SPECS) ON I MUD - -------- -- --._._._ - - -- - `, -- -- - /� --- { -- --p �- � v 1-31-.yilith tib :� //i. .�/m..°SETTING BED. ON 3/4" PLYWOOD ' as =1i ii, R BEDROOM 2 I p SUBFR. GLUED 4 SCREWED. INSTALL ( / '� ' • � _ �' �: X i � LINE OF TRAY CEILING ABOVE ARPET BY N , D13L RAFTER; . �— o _ project number WONDER BOARD AT SHOWER HALLS 4 ►- TUB 3/4 PLYWD SURFER,(G TUB PLATFORM, LEAD PAN AT I �„ ' OTHERS) / p 1 �i M.R. BOARD AT ALL - °'° �,,t BE DR• •TVI 3 O `r J I /■ 31 �'I SHOWER BASE, ///.ce,,o/////%e:c /o%w.ve i y/i .mriiiui . iriiiii /u/iviivo/ I�d�OTHER HALLS 4 CEILINGS (TYI'), 10_ ._ .._...._-. - . " — �''.9 - - GEILIN6 AT 10-O CLEAR TEMP. GLASS SHOWER / — — (2) f—— FW03168 " I •" O r EXISTING CHIMNEY TO REMAIN, PATCH __G '� I AND REPAIR AS REQUIRED. PROVIDEENCLOSURE (SEE SPECS.), PROVIDE ii 1 --.- --.--.- - I . ' 3/4" PLYW J SURFER, (CARPET �Y �1INH^ • g Ill NEW THIN STONE VENEERPROPOSED ALTERATION FOR: EXHAUST FAN,VENT TO EXTERIOR (✓O O , � ..-__..________.__.___ ITCH DN_..__ .. OTHERS) BATHROOM v ; CFM MINS. r :_ L" • ...-..... DECK...._.. 1/4"/FT_...- I .. . p tr 7 R , 0 (2)1.75"Xq5"LVL LINE OF ROOF BELOW Walsh 1, 2X10 '' ® I6" O.G. 2X10 RR® I:" O.G. 1 ,0501owoi1ro/�00305.crr29t �rliss -trwareArazareas rtaxgrii/i/i LINE OF KNEE WALL - CEDAR GAP _---- - _ " I I Pli, AND AZEK TRIM - SEE ELEVATIONS dggllIllglat' (2) L'15"Xa5" „Ail G 2 • CJ ® Ib OG. I (; )15(2)..x,,,,cf,. .M..1 (2)2X10 0 4 esidence ` �► .Crile/ 111 _, p - I / (2)T .46 1 Aillimay/ $ATHROOM - PROVIDE GER. TILE Street PROVIDE CEDAR DECKING ON - ' . (2) 1 15'Xa5' LVL �u�� %e� _. �P FLOOR(SEE SPECS) ON I” MUD SETTIN m•� //. wJbir, .� BED. ON 3/4 PLYWOOD SUBFR. GLUED New Suffolk NY 11956 SLEEPERS OVER SINGLE PLY EPDM — !n\, „ g ROOF PITCHED TO SCUPPER ON IPIRlipi (3) TW2 •410 W/ vt 4 SCREWED. INSTALL WONDER BOARD SIDE (3) TWT2 •III ABV AT SHOWER WALLS 4 TUB PLATFORM, LINE OF OPEN ROOF ABOVE - TRIM LEAD PAN AT SHOWER BASE,M.R. RAFTERS WITH 3/4" CEDAR TRIM BOARD AT ALL OTHER WALLS 4 BOARD - PAINTED , . CEILINGS (TYPJ, CLEAR TEMP. GLASS SHOWER ENCLOSURE (SEE SPECS), PROVIDE EXHAUST FAN,VENT TO Drawing Title NEW DOOR, UPSET AS REQUIREf� TO LINE OF -.00,F BELOW - - - - - - - - STEP UP TO DECK t4" A , EXTERIOR (50 CFM MN). A-8 ,, LINE OF NEW WINDOWS SIZE AS NOTED ON PLANS. PROVIDE AZEK TRIM - SEE Inrill 1 WINDOW DETAILS. (TYPICAL)s. SECOND FLOOR PLAN FRAME CUPOLA THROUGH TO 8'-10" 3'-8" q'-2" a'-2" 4'-4" 41-4' 41-5" CEILING BELOW. PROVIDE DOUBLE HEADERS AND TRIMMERS AT OPENING 121-6' 161-4' 81-8' 4'-II' 8'-10" r, SIDE CROSS GABLE ROOFING 581-6' SHALL BE SET OVER MAIN GABLE ROOF ON 2X12 SCAB PLATE AND IIIINIMINIMININIMMIIMIIIIMINIMIII FALSED OVER Sheet SECOND FLOOR PLAN A © ri SCALE: 1/4" = 11-0" 4 of 14 1 I I"i;' I 1. C II' I r-101.40' 185'23'00"� JOSPPH J. SCxARPULLA. I EXISTING SHED TOI BE REMOVED 1 r , W 1 ' :Hoop I _- __ -._ ...__ .-_ ..-_b o I k , ARCHITECT m 'SHED1- N 1 ° 1 L Ic- 1 0 Ilin I ! architecture I - - O tn1 i _ L / �Z PROPOSED 2 GAR r ::: interior design 1 r— in DA1i in LINE OF NEW COVERED PORCH z51 main street 1 huntington n u LINE OF NEW BILGO 1 I W Y 743 DOOR4.1 1 W www.jjsarchitect.com PROPOSED TWO STORY 1 _ 1 I— I. 631.673.8078 ADDITION FAY 1 ' IIEafrr 1 @: fax:631.4.24..8 ler ri, PROPOPSED ONE STORY 11 PROPOSED ONE 1 ADDITION1 JP 49' : STORY OPEN 12 -74 r,� :'/,":: !' fib' COVERED PORCH v PROPOSED TWO STORY I / >� STOROSED SECOND ADDITION Y ADD.TI EXISTING TO REPLACE 1 / 1 OVER EXISTING N : I .6.1 L " / � �—— J 1- FIRST FLOOR I EXIST. ELEC. METER , jI�/t. ...•.�e.V ArAire L,,..,, , /�� IS PROPOSED THO STORY 5t---I 5 OD 5°21'lO'JO ADDITION L--� - 1 LINE OF NEW OPEN KING STREET COVERED PORCH © 2013 p . Scarpulla, AiA All EXISTING PORCH TO rights reserved BE REMOVED Pr "Ill Ilk r sRED ARC SITE PLAN 'I� , Il�wawa+.n lww. . 1, fn SCALE: 1" = 20'-0" t 1 * �� > .I F�a�� is 1 ., I ?3 .,rJyO SITE INFORMATION . Issues and Rovis!ons 1823:5 INFORMATION FOR THIS DRAWING HAS OBTAINED FROM A SURVEY PREPARED BY JAMES G. HEED, LICENSED LAND SU rc:YOR, 35 TECHNOLOGY DRIVE, WARREN,NJ 01059, MAY 13,2013. # ' no # date issues and revisions SECTION: 111 BLOCK: 8 LOT: OII ZONE: HB 111 I. PROVIDE SOLID GRADE CONCRETE COVER d DOME _- I d . III—III I Ii—II ZONING INFORMIliEliATION wa � i, -111_ ,:, ,Q z II—�II II 1=1 I I N, = PITCH 1. :111---=-_-- , --Ns �a � wail TOILOF SOUTHOLD H8 c,--T L.L.____„_, TT—R ..... -,- 11E111= MIN. 111=1 I STORM DRAIN RINGS ITEM _ EXISTING ,.PROF'0's'_D REMARKS ..• I, 21-0" -1 I I— -- I I-_ - ZONING REQ12. LINE OF / I I—I I —I UNDERGROUND PIPING 1= :•.•. .•.-. I I 1—I I( LOT AREA 20,000 SQ. FT. 10,317 SQ.FT. (EXIST.) NO CHANGE .•••••.• ••..44.� EXISTING NON r: FROM ROOF DRAINS —I 1 I-1 I I*Walt ••• •:!••1 —III—I CONFORMING 11=111 00,1 044 1110:,MET I=1 I COLLAR MATERIAL, HOUSE: 1,6:: SF GARAGE: 516 5F •••••••••�•••••�• ••••�••!••�.•�•••_•, LOT COVERAGE 40A5 (MAX.) 1,239.5 SQ.FT. = 12.OA5 , OK Sheet I n fo rm a�.i o n =I 1 1-11 I •••••••••• ••••••••- SEE NOTE BELOW TOTAL: 1,8.11+516=2427 S6t.FT. = 245 •'':•':'::':': -STORM DRAIN RIN65 i 'Pi' th 15 I1=111=1 :•:•:•:•:•:•g •.•••..••• I1=1I -11 I-111 .••••••••••••••••! ••••••••••••••••••••. HEIGHT 2 STORIES/35.0 (MAX) 2 STORIES (22') 2 STORIES (35') OK date: 9/30/13 .!.!.!.!.!.!.!.!.! i .!.!.!.!.!.!.!.•.!.!, III=1 a 11=1111 •�•1•=•:•:•:•: :•:•:!:•:•:•I I I -1 I 1=I I ••••-••• ••••••••• 1=1 NOTE: BOTTOM OF ALLscale: AS NOTED �iiiii 110:10:: 4 ::::::::ma= FRONT YARD 15.0' (MIN) 8S EXISTING NON-CONFORMING "l-b t NO E: � � I I—)I I ........ .......... — DRYwELL'S MUST HAVE drawn by: JJS/ACG =1117=1IP•••• •••.• ® ® ® T i... •.•••. 111— 61-0" PENETRATION INTO �j 4:1311-2 . . 1 11 1 " I I—III • MIN. _!_!, ® ® � � � (� �__! MIN. !•!��I I I—I 1 I RATABLE MATERIAL SIDE YARD 10.0' (MIND 121-2" 101-0"±t OK =111=1 �•!!• 0 111=11 by: JJS 111_ !•!•!-••!•!•••!•!•! ° ° ® ® ® ® E :;:;:lte li 11 - •4::::!•!•!•!•!•!• •�•!•!•!•!••�!•!�••� 1 » ' » t checked 111-1 •14:•:!:•:•:•:•:•: ILI El �' ® E ::;:;:,:;:;:;tin::=111—I I REAR YARD 25.0' (MIN.) 6T-8 55-b OK _1 11 •••••!•!•••••:. \ ••• .444:41 11=1 l 1( GROUNDWATER approved by: JJS —III—I 4 I ACCESSORY STRUCTURE 15' FY + 20' RY NA 15' FY + 10'RY NO :III—III =1 I I "—• N 1=I11-1 i <.. I11111111 • b'-o»m(H.Ts) 111=1II =111-1 1 11-111 1 project number �11 -11—I -- II-11 � - / 111=111=111_,,,_,,, , _ =II1=1II—I11 NOTE: L — OII=_111_11O —1_01_110_ 1-1I!_=1 1_11_111-111 = I=1II= _= `!II—I11—III—III—II —II-1II —II —I =I_— PROPOSED ALTERATION FOR: = —1 —I I =III=III ALL WORK SHALL CONFORM TO THE RESIDENTIAL CODE OF NEW YORK STATE (PUBLICATION DATE MAY 2010) EFFECTIVE I JAk 2003. PROJECT IS IN THE i I:—IIIIII—III—III 110 MPH WIND ZONE. WOOD FRAMING,ANCHORING $ NAILING TO BE INSTALLED AS SPECIFIED IN THE HOOD FRAME CONSTRUCTION MANUAL FOR ONE $ TWO I."E; L=1 I—� I—= STORY FRAMED DWELLINGS (HFCM -SBC. 1115, HIGH WIND EDITION) USING THE PRC:GRIPTIVE DESIGN METHOD. I' Walsh NOTE: COLLAR MATERIAL SHALL BE COMPRISED OF SAND 6 GRAVEL R Q FILTER MATERIAL CONTAINING LESS THAN 15% FINE SAND, SILT, CLAY 4 _ eSldl,��� I" DIA. GRAVEL (SILT 4 CLAY FRACTIONS ARE NOT TO EXCEED 5%) � CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA .TABLE: R301.1.2(I) [A, 780 King Street 9110 S E CT I ® NEW DRYWELL GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM HINTER ICE SHIELD FLOOD New Suffolk NY 1195 '' SNOW LOAD SPEED (mph) DESIGN CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY DESIGN TEMP UNI?-1 LAYMENT REQ. HAZARDS 20 LBS 120 B SEVERE 3'-0" MOD TO SLT TO YEa A5 PER SCALE: 1/4" - 1 '-O" HVY MOD II (SUFFOLK) F.E.M.A. r . Drawing Title - ZONING ANALYSIS, SITE ENERGY CONSERVATION INFORMATION PLAN AND DRYWELL ATER cALcuTI s STORE wLAoN CALCULATIONS THESE DRAWINGS AND SPECIFICATIONS HAVE DCCN PREPARED BY OR UNDER THE SUPERVISION OF THE UNDERSIGNED AND PO, TO THE BEST OF THE a' UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF, MEET THE REQUIREMENTS OF THE NES,' YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. DESIGN FORA STORM DRAIN SYSTEM SERVING A ROOF AREA OF 2,380 50. FT. (H: 1,851 SQ.FT. + 6: 576 SQ.FT. = TOTAL: 2,427 SQ.FT) REFER TO ATTACHED REScheck COMPLIANCE CERTIFICATE ON LAST PAGE OF SPECIFICATIONS. , VOLUME REQUIRED = (RAINFALL)(AREA)(RUNOFF FACTOR) = (3"/12")(2,427 SQ.FTXI) = 606 GU. FT. SUFFOLK COUNTY: 5,'150 DEGREE DAYS I (I) 10'-O" N x 4'-0" D. STORM DRAIN RING W/ 10' 4) SHALLOW DOME AT 273.I + 54 GU. FT. = 327.? GU.FT 1, I .' : Sheet PROVIDE: (2) DRYWELL 655.4 CU.FT. > 606 CU. FT. IA El 1, 1 ` 1 of , 1.,.=j,,.,.• .s,.sss, KEY JOSEPH J. SCARPULLA ARCHITECT , ; ;;�/�%;%;; /4 NEW FOUNDATION WALL ON CONCRETE FOOTING ;%%; ?0%'%0%%0'%%'5%' SEE PLAN FOR SIZE — — — -- — ' '6'. Ell architecture interior design EXISTING FOUNDATION AND FOOTING 31. ,, � 251 main street NEW WALL - PROVIDE WOOD STUDS o 16" o.G., 1-., huntington ny 11743 .///// // r" ////, SIZE AS INDICATED ON PLAN. .jjsarchitect.com • 631.673.8o78 GENERAL NOTESfax:63i.4z. ,.84 I) G.0 SHALL VERIFY LOCATION OF ALL BUILDING SETBACK LINES BY `: LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF WORK. 2) G.0 SHALL LOCATE ALL EXIST. 4 NEW SERVICES;ELECTRICAL, r.. TELEPHONE,HVAC,SEPTIC SYSTEM, ETC., PRIOR TO COMMENCEMENT OF EXCAVATION. G.0 SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH CONDITIONS AT TIME OF BID. •' 3) PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR SHALL VERIFY ALL FINISHED FLOOR ELEVATIONS PRIOR TO SETTING STRUCTURAL BEAMS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 4) PRIOR TO POUR OF FOUNDATION WALL G.G. SHALL VERIFY ALL 601-6" FINISHED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION WALL, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE " t4'.-6• 6'-2" 6'-O' 61-2" 211-s" ARCHITECT. 2'-0' 4'-I0' 3'-8" 4'-0' r' 8'-8' I a1-0" / 41'-0" 0:013 Joseph J. Scarpulla, AIA All rights reserved IC � i42SS4 v3 .v�4 ��..�.. s •\, 0111,OH Sc, A\ �Y�\. Q" Y �S��.,�3$,� ,syy�'d4 W fSvw, t� .1 ��s�1 "4"ta 'r`$*2.yS+,,2`8 +'<^a � L N 1 r' N —IMIll — — — _ c- w�cv r i%/ i i�2d•S'1',.<•4'�'2�4,.�, x .fit.. F4f,2`+1`•',HS S 4 Lv, 4 // ,'; I O LINE OF FOUNDATION WALL TO BE • `4 I "�i DROPPED 6" �� .Rs ,. "a} i ii I I ® ..,70 7g) I H . //, I [....,.././2..: ii II O i I. issues and evasions loi I r- — I N Q date issues and revisions // i/lig ii/ //ii/ /i///iii/,i >/,,j,/i//�/% — i / UP 4' 111'- I 14 1,� '= NEW BASEMENT I s ] 8 8 $r5 — ., ;� I Y � —I r- — -i asi _ —I I— —I / 1-1-1,_. !- ._.. _.. _... ._. .__ __ ._.. _..- -- - -- -- - ►� "i-. ... Iw I .I ; .�:,1.. 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O L Ii 1 i I� -J —=-� I�� ---'-- - 'I wirer project number I �r- 1 Z I 41 1, I - -;- -? \\\\ �,\, PROPOSED ALTERATION FOR: i r - 1i: ID I si) Walsh IIi:I ; ,.: . . 1 i%IIIII '1 QlL' TANK Residence ''' ''-'ir'.., i;i I I q if, L________!....__ -- -' - - _ _ _ _ -_ ____- -. ___::_______ _ — 5 L;,;,, /, //,,,,,,,,,/;,/,2„,>„,,,;;; UNEXCAVATED = 780 King Street New Suffolk, NY 11956 ..._. .__ ._ _ — — — • L LI Drawing Title i NWW. e` BASEMENT & FOUNDATION i• PLAN 7-0' 12'-b' / 181_.4" 271-8' 1 601-6' .. I;',.: L . Sheet BASEMENT & FOUNDATION PLAN ®2 SCALE: 1/4" = 1'-O" 2 of s 'i ' KEY t : ° JOSEPH J. SCARPULLA ..==== ARCHITECT • r-,,,,,,,„,: . : ..., EXISTING WALL TO REMAIN _ — — — _ EXISTING WALL TO BE REMOVED architecture . �������� ������ NEW WALL - PROVIDE WOOD STUDS 0 16" Q.C.. SIZE AS ' 1-' interior design INDICATED ON PLAN. !. axss.- NEW BEARING WALL - PROVIDE WO012 STUDS 0 16" O.G.,SIZE AS INDICATED ON PLAN. 251 main street huntington ny 11743 www.jjsarchitect.com 631.673.8o78 GENERAL NOTES fax:631.424.8414 ..• +W..+.;+.'.,.w�.,M I` :5: r era..... 7_777: v,s ,s.t.. _. 7777 : ... I) 6.0 SHALL VERIFY LOCATION OF ALL BUILDING SETBACK LINES BY LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF WORK. 2) 6.0 SHALL LOCATE ALL EXIST. I NEW SERVICES; ELECTRICAL, TELEPHONE, HVAC, SEPTIC SYSTEM, ETC., PRIOR TO COMMENCEMENT OF EXCAVATION. G.C. SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH CONDITIONS AT TIME OF BID. 3) PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR SHALL VERIFY ALL FINISHED FLOOR ELEVATIONS PRIOR TO SETTING STRUCTURAL BEAMS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. - 4) PRIOR TO POUR OF FOUNDATION WALL G.C. SHALL VERIFY ALL 60'-6' FINISHED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION WALL, ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 14'-61' 8'-2' 6'-0' 6'-2" 2T-8" ARCHITECT. II 8'-81' qL-0• qL-0" © 2013 Joseph J. Scarpulla, AIA All rights reserved � RED A,9 �5 Q� �orlry so,c`y% CO N CV 4 f ��� °• Q 3g� pQ�� Tilli.r. I 'C (:)/2'-' w E IseS end ,ev s one ,a 4 no# daa, .. 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Li Residence I 1 A i s. __ 7 DW t X1 —I !I? L _ ....R �1, A — . • isminemmommisi „„ 780 King Street New Suffolk, NY 11956 I0//0/.��/J00/0000J/. 1 '1 -%0///J///00/0000IM II m I Drawing Title q7777..-. -0 FIRST FLOOR PLAN 61-5= b'-I" q'-2' a'-2" IT-b" I0'-2' 2'-0" 121-6' 18'-4' 27-8" 60'-6" • Sheet FIRST FLOOR PLANA NV . .3 . ,. , ,,..._.._,.,..,....„..._.,.,......._._._._.... ,,_. ,...._...,,...._,... ....._ , . . SCALE: 1/4" = 1'-0" T,;„,.:. 3 of 8 1- -i'. KEY JOSEPH J. SCARPULLA ARCHITECT EXISTING HALL TO REMAIN _ -- _ EXISTING WALL TO BE REMOVED arChilteCure //////////////� NEW WALL - PROVIDE WOOD STUDS 6 16" O.G., SIZE AS INDICATED ON PLAN cn :er�®rd���gn 4ux., - NEW BEARING WALL - PROVIDE HOOD STUDS 0 16" O.G., SIZE AS INDICATED ON PLAN. 251 main street huntington ny 11743 www.iisarchitect.com 631.673.8073 GENERAL NOTSS fax:631.42.4.8 414. I) G.0 SHALL VERIFY LOCATION OF ALL BUILDING SETBACK LINES BY ? ;,;,' LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF WORK. 2) G.0 SHALL LOCATE ALL EXIST. 4 NEW SERVICES; ELECTRICAL, TELEPHONE,HVAC,SEPTIC SYSTEM, ETC., PRIOR TO COMMENCEMENT OF EXCAVATION. G.0 SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH CONDITIONS AT TIME OF BID. 3) PRIOR TO CONSTRUCTION, GENERAL CONTRACTOR SHALL VERIFY ALL FINISHED FLOOR ELEVATIONS PRIOR TO SETTING STRUCTURAL BEAMS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 58'-6' 4) PRIOR TO POUR OF FOUNDATION WALL G.G. SHALL VERIFY ALL / / FINISHED ANY DISCREPANCIES SHALL BE BROUGELEVATIONS AND HT TO THE ATTENT TOP OF TION OF FOUNDATION L, / 121-6" / b'-2" / 6'-O" / b'-2" / 2?'�9' ARCHITECT. 1 © 2013 Joseph J. Scarpulla, A&A All rights reserved REC ARC,y • . ,.. • ♦ ♦ %///////////,/,://///////////./.41/4- -;• //////1/1111//////1 iiiiiiiG �♦ r✓j� �pHN S 2\,e\''' {� --- I / o N / i * 2 I 4‘444';\/:: ♦ ' i -411,_r \I I III ' I OIssues and Revisions ti d�lijno # date issues and revisions --6-4- '' ' — --- --- -------- ---- / " r t •r '- / ■ a i" y J�,: I,- _... _ - _..-... DECK...._._.. MASTER BEDROOM � m 7.0 / u t._ I; 61-0"x 12'-26 11'-b" x Ib'-8" i I---------------------..--------..- - iil • i._ .. .,1- 11._ut- f ,.1 i, zl, ,: r 'i.rl.; t �..I i.. •.,mti f' ,�... i"(I 1 ....1:1 wi .ex:,k-`- �._. 1 _" � I � I I I I I I I I I I I .¢,aI '.�.¢: � ,y..a -1' '�^. y.•w ,+,,,«.-w-.:.,...�...r._,.,' l.wf.e�;x.�..-1,-1-4-IT-H1{,. P."l.e..,,s a1.,:,V,am l,Y:,. wLr»iaays�. . f- ,=- rL ry,11-;•-r-rL.,.4:-,-•..1, ,L.. '... 4,--,?. ,I r4 .14,-'•r• ',1 . 6,--,;--'r'r?~I' '.-,^; ,, I I j'; --,,-.t J,.��. d-} T �y i-TT j-!1 ''. '•-•'7-.T-r., 'I I I' .. 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" ,_ 111.1 1 !_ L l_ r_' r, 1 l� a. l ., .: L�: .L. . 1 1�t . d Cl ...yl? �'T>1-'�y"" ,�.,.W;s^JYf-'!i`l I y r'r' 41'4•' 7 11 -(_ I I ( r�i yl I I I I I 1 I �-i - .4..1.1 i,,i :,4 a1,.... l 1,,, T;.,. 1.„.,-p...:. -r,..4 y_clit.. 7 1'--{ j--- 'Y:-1 4- "�+ i i-1,.._ +t 'S."t6� �.i,,;-o ' ,-,7 +„[:: I , I', ! JOSEPH J. SCARPULLA •, ARCHITECT architecture AaMilli I1 l__.._!1, a .', ' ilnerioresi In■IL ,al■ ■II■ ili � ������i ���� . �� ��'����' '���'�I■'■■1��'� igo ��'ei'i��--IMPIII�:'�I."N1111■■•ININI rn:I■'�1111%'rNIIJIiNIII vI Q ..._,. 251 main street I � I 1■�1�1■t■■1 ■ 1 1 ■ ■1■1■■■■1■1■■■�����■■�1�1�■��1■1■■■■I■��■�■1� ���' i�■ ■1■1■■ •1■1 � ■ ■��■■�1�1■■�■1■1■■■■1■1■■■■1■1■■ ■1��■I hillltington ny u74 1 1 1 ■ 1 1ffig„lirialli-.:-' - IA _....r.,,..._,_,„ t _ 3 . moil1 1 1r1j1�1�8�i1� 1�11YIr1� 1 .:,T:._.•:, -,,; _,,= _r ect.com 1 1 ��1 1 I � �T � �, r f www.jjsarchitect.com I ������ 1 1■ � _I_ I 1 I � 7. l Ia.Jl ::lin I 1, � L , �r � l CT� �* ( rrtA1�i it d. 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Sheet Information / 24'-0" / / 2i-0'/ 20'-0' ,2'0' / .' date: 9/30/13 Iscale: AS NOTED DN e drawn by: JJS/AGG !;.to checked by: JJS r- -I I. , , l approved by: JJS y! v 12±4 v , / / ♦ u■�■■■��■�■■■u■�■■■n■�■■■■�■�■ b b / / \ ■iin 11-11 i ,''' JOSEPH J. SCARPULLA ;.; ARCHITECT ` architecture ' 1 0 j interior design I 'S 1 I' 251 main street `' huntington ny 11743 Pr) o www.jjsarchitect.com 631.6' .8o78 -7 r(/ ' - fax:631.424.8 34 1 I w_ i Ir 7 �1 I I I I I I I I I I I I (i I( I 1 I I �I(� I �[ I I - - - 11 la I I I � I I ll 1 I. \-\ \wN--\ 1 �IHI ,..J 1 1 1 I ■■11.11111111..1■■■11■1■■■11■1■.■11ur'■ _ I I I ......I■■IUI■■■■1 1■■.■i.....u1.I■i►., _ a 1.1■ ■II■1�e■�o�112/ I I 1 I u■11■1■II■■.1.1 ■1■II■.■1■11■11■I.IL■1111111.■■I■n - - I M■1■I■■�■1■I■■ it `�1■■ m 1■■u■1■1■.■■mmr -\t■■1■1.■■■1■1■■■■1_ ■1■■■■I■1■■■■1■I■■■■1■1■■■111.1pc 1 1..1..1...1.111_1► `�,.im 1■ i. ■1.I.1I■►.. 7iu1■■1.i■1■■1.■■_ 1■■1.•i1.u1uu■I••I•■■1iai•■■1 ' - TA. 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A": 7 of fi 101.40' N85°23'00"H JOSEPH J. S ARPULLA EXISTI:�6 SHED TO { 137E REMOVED Q 1 _ ARCHITECT Pr I 'WOOD '6 O to. ,SHED -c9 - g 0 itectu re S pa E C if(11- 1 C , ; 1 ON , -- -- ----- , o interi®r design z PROPOSED 2 GAR ; r / GARAGE LINE OF NEN 2 di COVERED PORCH PiZOP05M:7 DRYYELL b'>�'N. 251 main street DI huntinggton ny 11743 LINE OF NEW BILGO w v.j;sarchitect.coln THESE DOCUMENTS ARE NOT DOOR I . , , IO MIN., PROPOSED SECOND a2 631.673.3078 COMPLETE WITHOUT FLOOR DECK �- =,/ �, .' I �'ax.631424 84i4 PROPOSED TWO STORY �,I. ' I5' ` ACCOMPANYING SPECIFICATIONS ADDITION ` ,;,h, - ,-, 7. .7,,.. ,,,,,, ....sxtwe -. ...,�,,v:.., \\ 3 PROPOSED ONE PROPOPSED ONE STORY iliz i, / ,, s 1 STORY Or'EiJ BOOKLET- LOCATED HERE. ADDITION -- //j# : , GovE:zED PORCH PROPOSED TWO STORY 1 12.1 PROPOSED SECOND ,)— STORY ADD ITIONF YOU DO NOT AVE A ADDITION TO REPLACE EXISTING % i EXISTINGFIRST OR COMPLETE SET OF DRAWINGS = � Vit4 r - FLOOR arc sCq INCLUDING SPECIFICATIONS - ST. . i •�- n, - PLEASE CONTACT THESE' O5TO ADDITION %5°21 ° ' 0 / -5-3fr ARCHITECT. LINE OF 1•15,1 OPEN KING STREET - GovEp..ED PaRcH © 2013 Joseph J. Scar;iulla, AIA EXISTING PORCH TO AH rights reserved S RL=AlOVEP RED A,q I / SITE PN � � .� A ,ii4�..0'eR . JI, x SCALE: 1" = 20'-0" " 1,,' c-<'Y sem_J�;P ,, �� +SAW 1 1, Q \ 601 g3bN y0 SITE INFORMATION , issues and R ..,:cions NOTE' INFORMATION FOR THIS MANN&WAS OSTAINM7 FROM A SURVEY PR/SPARED 13Y JAMES G.WAD,LICENSED LAND SIAV YOR„ PI ;-.a TECI-NOLO&Y DRIVE,WARM,NJ 070544,MAY 13,2013. no # date issues and revisions SECTION: Ili $LOGIC 8 LOT: OI I Zoe! HB 1 1/13/14 REVISION . . ....-_ 2 2/5/14 ISSUE FOR S.P. z. ,®Ci ! 4� R :::,:.i.-4.. 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SOLDER USED IN WATER .r =••••••.•••.••-.•.• TESTING BEFORE COVERING 2 1 1—=11,1:44=414 � ® ® ® � ••••• ;;•�=1�1= 6'-O' PENETRATION INTO PLY SYSTEP.1 CAI�;I'�OT I I=III ' ... - , drawn by: JJS/AGG i` SUP � • .; III=1 I I RATABLE MA htdAL SIDE YARD 10.0'(M.N.) 12-2 IO-O t O r EXCEED 2I10 CF 1‘3 LEAD. ® � I .. ::. I' -I I E1 1:1:1:...- .^:;�: ® ® ® ® ® � ..•.•.•......i1W: — Checked b ,•,•-,,,. -,-,•,••,� III=11y: JJs d I 1=III- ::111:1:::::::: 111-111 - 1=111=1:::r•. S ; x;1;1 " ® ® I� Di I) 1 ® E g'#. ni— i REAR YARD 25.0 (MIN.) 6T'-8' 55'-6' OK •........;;—III=I I approved by: JJS * H ��� GROUNDWATER {; F11=1113-. ACCESSORY STRLY.TUI�E IS' FY+ 20'RY NA IB' FY + 15' RY N'O =111= - -.— 11111111 I` 111E111 lo'-o'm(kT.S) MEM I —111—I V A I I-11 1 — I_ I—III I — 11 project number dii 1 1-111-1 — — _ —III= 11=111 NOTE: DO NOT PROCEED WITH —111—Ill-111=1 I I=111-1 11—I 11 I EI I r I 1=1 11=1 I I 11=1 I I—I I I— FRAMING UNTIL SURVEY RETAIN STORM WATER RUNOFF 1=III=III=III=I I I=I I I=III=III=1 I =III=1 I I=I I I=I I I=I - PROPOSED ALTERATION FOR: OF FOUNDATION LOCATION PURSUANT TO CI IAPTER 236 — =1 11=1 I 1=1 I E1 Ell= I = — ALL NORK SHALL Co ORM TO THE RESIDENTIAL CODE OF NEN YORK STATE OBLIGATION DATE MAY 2010) m-EcTIVE I JAN 2003. PROJECT IS IN T1-E HAS BEN APPROVED. OF THE TOWN CODE. --.1.... 1 t-111-11 no MPH KIND zap. 1900. ooer FRAKKA ANGt� IN ORS 4 NAILIAS TO BB' INSTALLED A5 SFECIFIa7 IN THE NOW FRA3vE GONSTRUCTIGN MANUAL FOR ONE 4 TWO STORY FRAMED DINEL.LINSG (bvrcM -SBC. Iggs,HIGH KIND EDITION) USING ME PRESCRIPTIVE DESIGN METHOD. \1Ta1s h NOTE: COLLAR MATERIAL SHALL BE COMPRISED OF SAND 4 GRAVEL FILTER MATERIAL GONTAININS LE55 THAN 15% FINE SAND, SILT, CLAY 4 I" DIA. ERAVEL (SILT d CLAY FRACTIONS ARE NOT TO EXCEED Sb) "- ide CLIMATIC AND GEOGRAPHIC DESIGN CRI �E IA TABLE= 8501.120) 780 King Street New Suffolk, NY 11956 S CTI NEW D RYWE L L (D 1 & D2) : SEISMIC 51.'3.ECT TO DAMAGE FROM ENTER ICE SHIELD FLOOD c.. @ 1 SNOK LOAD SFS GTN DES:6N CATEGORY WFATI-MNe FROST LINE DEPTH TERMITE DECAY DESIGN TEMP In+ LAYMENT REQ. HAZARDS 20 LBS 120 S SE1/ 3'-0' MOD TO SLT TO YES AS FER w , .. SCALE: 1/4" = 1 '-0" HVY MoD II (SUFFOLK) FEMA. Drawing Title ZONING ANALYSIS, SITE TO - ENERGY CONSERVATION INFOR ATION PLANANDDRYWELL SFAwATECALCLILATI •£ ` CALCULATIONS THESE MAKINGS AND Si ,'ECIFIGATIONS HAVE BEEN PREPARED BY OR L'M7ER THE SUPERVISION OF THE UN'DERSI&NED AND DO,TO THE BEST OF TI-1E UN0ERSIGNEDS KNOY .EDGE, INFORMATION AND BELIEF.MacT 1 - RECUIREI� OF TEE NEN YORK STATE ENERGY CONSERVATION COi4STR11GTION CODE. DESIGN FOR A STORM DRAIN SYSTEM SERVING A ROOF AREA OF 2,471 SQ. FT. (HOUSE. 1,851 SOFT. + GARAGE: 516 SG.FT, = TOTAL. 2,471 sa.FT> REFER TO ATTACHED RESGheck GOMPLIANGE CERTIFICATE ON LAST FACE OF SPECIFICATIONS. VOLUME REQUIRED = (RAINFALLXAREAXRUNOFF FACTOR) = (3"/12'X2,421 50.FTXI) = 606 GU. FT. SUFFOLK COMM 5,150 DEGREE DAYS Sheet (I) 100' 0 x 4'-0' D. STORM DRAIN RING W/ 10' 4' SHALLOY4 DOME AT 7137 + 54 GU. FT. = 32"13 GU. FT. '- PROVIDE. (2) DRYYELL (DI = 321.1 GU. FT. + 172 = 321.1 GU. FT. = 655.4 GU. FTS A®l 655.4 GUFT. > 606 GU. FT. 1 of 14 s «,44,,,....«M .4Y1�..1.....v...X.W,.«,ia1...ra.M.,II4, ,,,..ry ,Am,,.•N:A4,�0,44 44. Mr,hW.:.+,..v..,,«...IRM....,.yq,.K ,,.-- 0 GENE"r L NOTES JOSEPH J. S A UL 12:1.1 y r. .----_: . -.�- :- �---�., _ ...�. . ., „ , A CHITECT // I) 6.G SHALL VEEZIFY LOCATION OF ALL SUiLDU SACK LINES BY LICENSED SURVEYOR PRIOR TO COMMENCEMENT OF KORK. crchitecture 2) &G SHALL LOCATE ALL EXIST. 4 1 SE VICES?ELECTRICAL, Ell 2 / • '_ TEM:1140XE, I-NAC, SEPTIC SYSTEM,ETC.,PRIOR TO GO 1 - "C EVENT OF interior decI n 3,::7,:------ EXCAVATION. &.G SHALL BE RESPONSIBLE FOR ALL COSTS IN CONNECTION WITH CO DITTONS AT TIME OF BID. 9 ,,‘f 3) PRIOR TO CONST UCTION,GENERAL. CONTRACTOR SHALL VERIFY ALL /• FINISHED mom ELEVATIONS PRIOR TO SETTING STRJCT RAL BEAMS.ANY 251 main street ' DISCREPANCIES SHALL BE BROUGFIT TO TIE ATTENTION OF THE ARCHITECT. 1t -• rm ray um 4) PRIOR TO POUR OF FOUNDATION WALL 6.E-. SHALL.VERIFY ALL www.jjsarchiteet.com IfJ 9. FINISHED FLOOR ELEVATIONS AND AD-MT TOP OF FOUNDATION WALL, l ANY DISCREPAA'ICIiS SHALL BE BROUGHT TO TFIE ATTENTION OF 11-,E ARCHITE-CT. 631.673.8078 5' \ fax:631.42 ..EAlea 2iJ WINDOW DO DOOR NOTES "...„..... .°11.5---'-'-----S) I) ALL NEN INTERIOR DOORS SHALL BE 2-PAM_MASONITE DOORS,PAINT GRADE.(SEE SPEC) 2) ALL DOOR KNOBS,LATCHSETS,AND MSC HARDWARE SHALL BE AS PER , (, C.---- - -''''''' SPECS 3) ALL DOORS ARE TO RECEIVE(3) HINDS EACH. ALL HINGES ARE TO BE FULL MORTISE,STANDARD HEIGHT,BALL BEARING. FINISH TO BE BRASS. 601-6' y 4) PROVIDE FLOOR TYPE- BUMPERS AT ALL. DOORS AS RECUIRW. ' ',. '� 5) Ut\'DERCUr ALL DOORS AS REWIRED FOR CARPET,SADDLES OR OT1 2 14'-6 6'-2• y ii.6-0' }, 6'2" ii, 27148' 2 FLOOR GOdr'DITIOte�S. LINE OF 8"X8" CONCRETE HAUNCH TO / I ' SUPPORT ��/�� }� 6) ALL MAI WINDOWS SHALL `Ai�!"J)=R5L1�1: 400 SERIES` DOUBLE-RING i, WRWOOD STEP STRINGERS TO I 1 . 1 . , . . . L. 1 ' 1 . 1 . I� , 1 , 2-0 4-10 3-8 4-0 y e� / q-0 y q-o h°1O,tiv UNLESS oTi�'ER1hiSE NOTED. ALL w:r11D0"TO BE LOBI-E IN��JLATIN6 / / J' n� PROVIDE 12'X12• POURED CONCRETE GLASS WITH SIMIATED DIVIDED LINES. PROVIDE WI Ot> COMPLETE L.ETE KITH . _.. ._.._ KNDOX SCREENS AND HA'^D� (COLOR TO BE SELECTED) SIZE AND © c01 .l�dG�I�J. SOarpLlute�, AIA PROVIDE GLEAN OUT AT til MODEL. A5 NOTED ON PLANS. EXTERIOR COLOR TO BE h1-111E, INTERIOR TO All rer hts reaorved PIER ON 24"X24"X12" THICK CONCRETE FOOTING TO SUPPORT 4"X4" WOOD 3�2Y FIREPLACE BE PINE. ANY GLASS NOT 18' OF FINiSi D FLOOR TO BE T Eiv37. POST(TYPICAL) DE NEW 10" POURED CONCRETE `. '''' p A ..c PROVIDE NEW 8' CONCRETE - FOX HATTON HALL ON 10'1X20' POURED cG� R �i� ,, FOUNDATION HALL ON 8'X16' 1‘111)1, I-"--- — KEY �� J0�N SCgRAG F� 4!;,.;.1 11x1,s'i',. j' I • I, r V. "I ) ,K. , ^l d.\ . CONCRETE FOOTING WITH(2) *'S STEEL q I °a;" I r : �s� Gorr MOM. (TYPIGAU c� t (� KEBABS GONTII�IOUs MP) sTL�Pf� cr —-�———— _—�-—— j i ; N"SN r L——-A———— - , -- ---- .1 1•..,.. ':'if 4.1 o') AS REQUIRED O BASMT.911-AIRS `�� � - -- .....000#044~3:0+1040$44,-..,,,•.,,,-`� z3E _ _ '' �i°" :-..,),1 //i i,i.r / � 1 w / > . > 4**14<„?010s+"<sn,•0+tsa;2'3F t s 1 ...,m I1 i/ 1t 1 . "1,,�;Ve �, .si'i s.^.Cs.tit�xraM±2oteitt .*br LiS�E • FOUNDATION TO BE 1 �YLINE OF POURED CONCRETE STEPS FOR �� r_ - - I NEW FOUtATION YZ4L1_ ON GOS�Gt''.ETE FOOTINSBASEMENT ACCESS STEPS. ST SHALL I-•�/■ ■. i 1 1 1' ; r --I t I ""• 6" TO AC COMO TATE LAb i: %!/i/i%%i% /i/i%%i%�%%'i%i! S� PLAN FOh SIZE r;,' VERIFY ELEVATIONS IN FIS. 0I •--����__ - - - M,` FLOG LE`YF1. -6�G.TO VERIFY \. 6'� OQii ' r .;, •�, • O `�' ELI=1(°TION IN FIELD 41 83 '� i I6-8 I (� (� yi. EXISTING FOUNDATION AND FOOTING TO BE \moo F N"� '0 1 I I ' , DEMOLISHED .o I Y ,�°p 11. - " L16 "� 8"XS' CONCRETE HAJivGH TO ■ ■ y 1 4. I B.�AM POCKET(TVP.)`- 9 #,, - - Y STEP STRINGERS ) Issues PROVIDE NEW 10• GONCRET� ;%_ ; I s ,- -. ;,,�/,�,/,�;,'� - s:?� _ �/ --- ----J t� '�- �,';�%%�%%%�' 3+� EXISTING FOUNDATION AND FOOTING FOUNDATION WALL ON 10` 20' ♦ ♦ r E} • _ WIOXIq- _�'/%'"/"/'�_ H OXIa- _ LINE �� EXISTING CONCRETE A _ _ %ji'�i%j —%j%j%r/0.4-;,/,0%,o/jj%;,-;%5%/j%///'K�.- Lit/417//id - no # date issues and revisions CONCRETE FOOTING WITH (?) STEEL ( ,„ / 1 —1-.-..1...., I STAT' •Y AND FOUNDATION WALL TO A-a, R1=BARS CiONT1M10Ur (`TVP.) LE ' • BE -.i ••V'ED iiiiri/////�///.i/iii/iiiii/ilii/i h�^t YSALL - PROVIDE- hOOJ STUDS © I6 OCG., ''" slzE As INOIGATED ON PLAN. 1 1/13/14 REVISION r -1 NEW BASEMENT ,w��` ;t . PROVIDE NEW WINDOYJS SIZE AS NOTED * I �� \ • ON PLANS.PROVIDE METAL AREAWAY 1 PR-.,..r NMI 4" CONCRETE 5lAB W' 4SD UL.APPROVED SINGLE STATION SMOKE DETECTOR 2 2/5/14 ISSUE FOR B.P. IF NECESSARY `, WITH 6X6 10/10 WI�IM ON 4 MIL. - - - - t - - _ -- �, -- -- - tiv. ? -GTED HARD WIRED W BATTEi2Y O O VAPOR BARRIER oN 6' GRAVEL SJ E, if - aJ 4 ,� • �1 ,A � n I t3, --- •3 - - -("'- - - - -- -- I--- -- �9--- $AGr.-L�"' Ara PI=R STATE GODS (LO�1 VOLTAGE, .• r I ON COMPACTED FILL (Tl'PIGAL) Cwi t I 4 -- �' 1 I °p r 9 Cn^,.')32DI1�"ATE KITH ALARM SYSTEM) ;r 4 IL -i I ' i p - �' (2)2X10;Af.Qr-- (2)2X10 AGGt > �! 2)2X10 LINE OF EXISTING CONCRETE I % _o °' — ; � I - _ -:_____: -Iy -__ :___, J ' : [1---- L—J; I• L_ I L_ FOUNDATION HALL AND FOOTINGS TO I ' `--. : --; ; REMOVED 1 !'/ 2-0 II-10 q'-0 `' / ee-4• I- : ,040'0 ' i I I.- ►1 y _ I1 1 I �� I ;if*0E-- I '_' : I Q ,n 1 ,n LINE OF WOOD STEPS FROM DECK 1 'i% I 11 ' i I ' i� I I DO; I TO GRADE,VERIFY IN FIELD AS //, I' i I i c"3-1 --'- 1 O , + 1 ;;; L_ hVl ; : [7r, ,n, 1 I I I Lt_.__.... 'fit (1 xRD /;/ _ (ji/ __ I t 1 (///,0//;/;i : __O AGQ LEDGER(�OI_TFD) (V / ._. _WIOXI9- � . f- /r;,i//r// .r� �� -- �- -- -- - -«.�-- �-' „i i,/'i/i TI 2"x12• tInformation J ..._ -I.ernXl�1. _ —1 ;,, 77t/,f ,// PROVIDE I POKED K CONCIZE .,......,.. ♦ ♦ L_ ;;/ - — -," / /; --- --——--- ---:----- -- �'.'W%;;;/,(/.,/., - _ —— PIER ON 24'X24'XI2" THICK GOAICRcTE FOOTit�TO SUPPORT 4" 4" KBD I I I date: 9/30/13 PROVIDE NEW WINDOWS SIDE A5 NOTED • �' PROVIDE 35' DIA. STEEL. , ! , j EXISTING BAS�'�N�NT ACCESS TO I P�aT(TYPICAL) ON PLANS.PROVIDE METAL AREAWAY Q I ';; I O BEAM POCKET('M>> PIPE COLUMN ON • BI= 1 OVER, PATCH AND FILL IF NECESSARY 1 , 1 " • + ! " ': ''` scale: .fl 30 X30 XI2 THICK GONG.; , O I I } EXIST.FOUNDATION HALL. KITH 8 1- AS NOTED I .. ! I I. FOOTING WITH BTL. n -a GONf..BLOCK liw"�ILL AS REWIRED `' , .dI ® REPAR IN BOTH i ! F° (21'1.25 I~NL! - I LINE OF NEW HOOD DECK ABOVE - SEE drawn by: JJS/ACG LINE OP EXISTING CONCRETE IL DIRECTIONS(tiYP) i F.,j_____.----_-_----1!: :: DT—.-- ~ FIRST FL002 PLAN FOUNDATION HALL AND roornNes TO I IT I 1 'lir 0 11-10' 4- q'-0' - q'-0' !1 -3'=6'- i� PROVIDE 35• DIA. STEEL PIPE r BE REMOVED - , - - t+' ;•�; y y ' f G011�IN1 ON ?O"X,1.0•XI2" THICK26 — , checked by: JJS I I �; ri° GONG.FOOTINS KITH BTL. I % I I __I $� ;° REPAR IN BOTH DIRECTIONS.(TYPE N approved by: JJS 1 i t- - 1 r 7;777r,;;.,;%';% i: --/-:,:-1- t fid//, ,,r I— — — ' I ;; I WIOXI9 �i/ / WIOxI4 1i////„///a WIOjCI�I I' ' ' r' /� EX"STiNB I I EXISTING I '•`I• EXISTINe ' I ♦ „/ -- „/, ;;��; >-- „ ,•;/ :,; ;//, - O O 9 EX15ThE5ND BASEMENT WINDOW TO REMAIN ';i i i%%i%%ii�,i/� a ;�%%�%%r'%/� �' -1.--- '%�'r y'�'/r %;�%r� I L' I .fl - REPAIR AND OR REPLACE GLASS ,,1 .1 ;� (�' .'�.%�_� / .►, , 4 I!L,� L -_ J L--J . AND FRAM= IF NECESSARY - I - I T I ;'; I ;r----'_ ;alb EXISTING BASEMENT fi 7.: /1' project number1 31 I BEAM POCKET(rYPJ s'!� ` i . ,.., s NEW BASEMENT o —e e , .. PROVIDE MAI WINDOWS SIZE AS NOTED I /ii :I. '0 ! ,• _ ,, EXISTIA" . ...SRI-7E SLAB TO - _ ON PLANS. METAL AREAWAY I REPLACING EXISTING i; H R..MAIN, PATCH AND RCPAIR AS �• y �;, J IF NEiC;Er�6ARYkelI- ® - rvathr-1-1 , PROPOSED ALTERATION FOR. REWIRED(TYPE PROVIDE NEW 4' CONCRETE `�' I,r� ;I e 1 -7 SLAB WTH 6X6 10/10 Yw' "+I r U- 1 cv ems'-1 u L' `\. , ° si I EXISTING TO FLUE TO RE=MAIN.6.c. 1 OI ate, LINE OF NB"1 STAIR TO FIRST FLUE I IION 4 MIL..VAPOR BARRS32 I 0 ; Z� s� FLOOR.. PRO1(IDrc 3/4• OAK------.-----x -------.-t SHALL HAVE LINER CLEANED AND Walsh s 9 ON 6' &RAVEL ON 1 I• I .n I �` KITH PINE RISEr'S. I ,. REPAIR ED A1�7 MAKE 1�"�GI=-Sr�v'2Y 1-. t I %; II COMPACTED FILL (TYPICAL) _ ; 1 1 1 PROVIDE RAILING A5 Paz CODE`;;L Y -I` ; I REPAIRS IF 1�r:-C 11R� Residence I ';� —t , - --- ^p- - - - - - tri J I - ,/ „ PROVIDE NEtid FUZ1dAGE AND PAT /,/ //ice/i/;,//;,i/ri//r,//i/i,// r /> /��(/ rp v. ,i ,// / , ,/,/%,///:i//,!i%!i/!�i/�;i//ii%!i%%!j/'ri/�7! I T . r HA �OVID '�'� L--- =•--_--_-__.-_ '<< �--.=___________________________ J-. %�', 1 - TEI�HEATER GO TED TO --i ;,,/ -el,- �,: 3=XI5Tii�EC FLt PROVIDE FLASH AIR I � %% ,�r;////j%j;//%%��; 7/j;;%/; ;�/;%��i%/�/;%�%�r;;,%;;;;;,,;;;;,' i;;;,';;;;,% %;;; I o UNEXC. I ; INTAKE As �-CrRED 0Y NYS CODE 780 King Street �_� L...„../...,, ,,,, , : v,!!/,ii.-1'./'1 iii�t'1',v �i,.lt%,1//�//.v.1/.rd'✓s<//.�//.v/�1/,,, I I- ' New-lc Suffolk, NY 11956 1 . i� %, L J ;; PROVIDE NEW 10° CONCRETE 1 % , ,-,0/; /,,",,„/',/",/';/ ,/ _$� . , FOUNDATION KALI ON 10"X20` I rii/%r/'�'-ii;/i/;//;ir/;/r/;ir;;r/;i/,/ X111 PROVIDE $/8 TYPE X' GYP. BOARD CONCRETE FOOTING WITH(2) 5 STEEL PROVIDE NEW 8' CONCRETE r -I %; I ABOVE NEN FURNACE AND HOT EATER R»AR5 GONTIM� �� FOUNDATION WALL ON 8'X l�i' 4 ''% , • FOOTING WITH CONC.CHEEK WALLS I % I ; I/ HEATER AS PER CODE FOR MASONRY PLATFORM AND r'' 1► Drawing Title STEPS ABOVE -SEE PLAN ..----------..-... ---..-_.._.... -._ A A-8 LINE OF EXISTING CONCRETE EXISTINt9 CONCRETE FOLMATION WALL PLATFORM AND STEPS TO BE I APO FOOTINa55 TO REMAIN,PATCH AS BASEMENT & F O U IV DAT I O N REMO1/i=D �'�, 111-6' •/'! REQUIRED. PLAN / q'-o �► EXISTI G OIL TANK TO BE DRAINED, ' ' '-'' GLEAM REMOVED AND DISCARDED / 2-0'/ 121-66 / 18'-4• f 211-6• AS RO=C JIBED. 601-6• / a Sheet :l BASEMENT & FOUNDATION PLANA © /�/.. +NtY.F'.Uu.r.p, ..Ml+etiY:Y/'Y"i.rWM1Fax.'1.Mw+K'V.vtYti,+-„y.Mr...+aim,:-v—.:..+..,«..+.-.:..,.w-..,.::.. ...a.<a..ww:....Ma..a-...,r'a w�srw':A..,✓.ie...uR:+MnM'+.eMh..VR'-':wMMrcti MY..%cv.'..M4M.fb'.'- H.+MW'lr+n fc.+M—AwMtM1MM.1.!'*r+—.M.YMW +�..11Mw'MM..' WW wYY.flW*.,F-r�.p*n fM.M.*.$%*.' .n* ?.,.+,W.t* **g'M.MAMh# A.M.MkI�.I w.M'wMM14..M.M,Y'.+r#.4.Mk+1.MtWNM.M.M'ranE:M+•i. [ ,,,, SCALE: 1/4” = 11-0" 2 of 14 4,, - , i ! • • r'7•••:,, ' . 1. . . IIMINIMIIMMIIIIIMIIIMOMMIIIIMINIIIII I '. . . , . , . ." . . GENERAL NOTES ... ... . ,. ,:.• JOSEPH J. SCARPULLA . . . ARCHITECT I) 6.G SHALL VERIFY LOCATION OF ALL WILDING SETBACK LIKS BY LICENSED SURVEYOR PRIOR TO COMMENCIENT OF }'OR(. • :': 2) 6.0 SHALL LOCATE ALL EXIST. 4 NEN SERVICES/ELECTRICAL, 1.• •- TELEPHOINE,HVAC,SEPTIC S(STEM,ETC., PRIOR TO COMMENCEMENT OF 1:1 architecture intertlor destn .. . EXCAVATION. 6.0 SHALL BE RESPONSIBLE FOR ALL COSTS IN . COWECTION PITH CONDMONS AT TIME OF BID. f• ,• , . • 3) PRIOR TO CONSTRUCTION,GENERAL. CONTRACTOR SHALL VERIFY ALL i ••,',. FINI51-M7 FLOOR ELEVATIONS PRIOR TO SETING 5-TRuc-r1AL BEAMS. ANY DISCREPANCIES SHALL BE BROUSHT TO 11-E ATTENTION OF TIC- ARCHITECT. 251 main street . ,,. huntington ny 1174.3 4) PRIOR TO POUR OF FOUNDATION HAUL 6.C.SHALL VERIFY ALL FINISHED FLOOR ELEVATIONS AND ADJUST TOP OF FOUNDATION HALL, .., „.• • www.jjsarchitect.com ANY DISCREPANCIES SHALL BE BROI)GHT TO THE ATTENTION OF THE . . \ ARCHITECT. ' - 631.673.g073 • "-: ; •'',. fax:631.424.84.4 /1/27C‘ / (Z/ -......~.11.41...4..* WINDOW Ot DOOR NOTES . . . ,., . . . v....„,„,i,. .... : w,---- ... , .. .„. - , . ....... .........., ---,-__-- , . . , • I) ALL NEN INTERIOR DOORS SHALL BE 2-PANEL MAS0N1TE DOORS,PAINT , . ... GRADE. (SEE SPEC) VG . "*" PROVIDE Nal MASONRY FIREPLACE . V\ • , ,., 2) ALL DOOR KNOBS,LATCHSETS,AND MISC HARDNARE SHALL BE AS PER PITH THIN STONE VEre_-1Z. PROVIDE , FAI AND GLEAN OUT A5 5140M. SPECS . •, . .. PROVIDE STONE VEEER ON INTERIOR, •: NEN STONE "1-6EARTH AND CL.TEMP. 3) ALL DOORS ARE TO RECEIVE (3) HNSES EACH. ALL HINGES ARE TO BE • •• •••,• GLASS ENCLOSURE DOORS A.5 PER ' FULL MORTISE,STANDARD HEIGHT, BALL BzARime.FINISH TO BE BRASS. PROVIDE 5/4' X 6° cet,AR DECKIN9 AT PORTICO A5 5H01.11 ON ACG1 I 4) PROVIDE FLOOR TYPE BUMPERS AT ALL DOORS A5 REWIRED. i SUBSTRUCTURE - SEE FOUNDATION 601-6* / ... •., :. ,•- PLAN 5) UINVERarf ALL DOORS AS REQUIRED FOR CARPET,SADDLES OR OTHER I4'-b" 60-2° 6'0° 6'-211 211-8" FLOOR CONDITIONS. .„. LINE OF NEW OUTDOOR slioNER. 6) ALL NEP KINDONS SHALL BE "ANDERSEN: 400 SERIES" DOUBLE-I-VNe PROVIDE WOOD DECKIPIG OH ACCit I 12-10° r-s• 31-3° 7-111 2'-II° , 3'-3° .." /51-.56 cr-06 cr-0° • ,,•• 141)NVOLNIS UNLESS OTHERHISE NOTED.ALL H.110!.‘15 TO BE LOSI-E INS:LATINS ' •'•'.; GLASS WITH SIMULATED DIVIDE-D LITES. PROVIDE PINDON5 COMPLETE ksIITH SUBSTRUCTURE OV62 &RAVEL. , A I / / P/2 Clo,2113Joseph .;:ca rpulla, AIA PROVIDE CEDAR SCREEN ON SIDE PINVON SCRzr_-'9\S AND HA 'ARE (COLOR TO BE SE-ECTED) SIZE AND ;, , : HALL • 2'-01 / 4'-10° 7 3-0" 4 41-01 MODEL AS NOTED ON PLANS. EXTERIOR COLOR TO BE PHITE, INTERIOR TO •r/ All rights resented BE PINE. ANY GLASS NOT ABOVE 18" OF FINISHED FLOOR TO BE TeolPER-D= . LINE OF NEN BILGO BASEMENT DOOR 5C-Z FOR FLAT AREAHAY- GALVANIZED STEEL HIM EXTENSION 1 - ....--..... , • • .;'' .., ..., . . . . AS REWIRED OR APPgOVED EQUAL KEY . . . „ . .,,,./ _v\ED A/y,-, L'L. .7 , v Arm,zihmozsimarisv i ', , / c• ON Sc '14 N :::_....:::::_....__..:: EXISTINGE15TIKHALL TOTBEIREMARL.„ImNovED ...............-......----.. ,''. Q-- -, \---\- ' . '110 ,•-eA GUST. SCREEN A , p , /A GUST* SCREEN _.,. •••••••" •.*4 ' 1 * ' kieY'i• IIIIIII "IIM---1•• ••----•NI ....1 1141111110111 -.mu , . '„,..• „..A „-.(it''' 'Ilmihh... 47' (2)I./5"X 1125'LVL .. ._:2:-...........,, ... :77 (2)135° 11.25°L.VL •'' , -Ir: ' . ,'/• ' *,, • 'N. ,c, ......4 ,, . , , . , KEN PALL - P'ROVIDE MOOD STUDS 0 I6' 0.C.,SIZE AS \,' &... .110 k, 4L-) , (I 14 1 . , ,,,„,.., ,• ,,,,,• _ INDICATED ON PLAN. -....- 1 ° LAUNDRY ROOM - PROVIDE CER. ...,:t. r, . ' ''\''''''' )p , TILE FLOOR ON I° MUD' SETTINe BED, No ,-.1111,0! :"...1"./..:.74.:-..::: 19.4,.1)7(,h. 2--5/16"X11-1/8" TJI230 FJoi6" O.G. ,ac,-,6,-..w,-,w HEM BEARING HALL - PROVIDE POOP STUDS 0 16" 0.C.,SIZE ON 3/4" PLY14).SUBFLOOR. VENT p II to AS INVICATE2 ON PLAN. . „ • Issues and riovierilonz DRYER TO EX11ERIOR. PROVIDE 7 ' - FLOOR DRAIN 14/CONTINUOUSDRIP VALVE FOR TRAP. PROVIDE , ,F. - A , ____.n4436.5AL.g, 'A79 thS12 UK.L.rAPPROVEDiosSINSLE4 HARDrxmH B STATION SYOK,ZTTEwBACK-L' As '. MELAMINE STORAGE CABINETS. F 6./-11r l' " ,,,,, A Yjkll/FA SCREENED PORCH IrazzozaTED ry 'S47 • no# date issues and revisions (pRovve ALLowNce) In (1- ____ 0 (2)25t10 I :- . , 1) • A-5 PER STATE CODE(L0t1 VOLTAGE,coorzoNATE PITH ALARM 04 HI I P L -1 \ CEILIK9 0 cIP-681 ri i E. i el I 17 IN *4 , , 1 1/13/14 REVISION \ i ... i - 0 STONE TILE FLOOR ON I" MUD '31 01 ! ) SI' , • AI N _ _ , . .. SETTING BED,ON 3/4" PLYPNV c - .4- 1 I I o; P Ptz. ,: ,„ . . popveR ROOM- PROVIDE CER.TILE SUBFLR 1 P 'tP . I 2 2/5/14 ISSUE FOR B FLOOR ON I" NW SETTING BED ON SI' 0 - 0 * ; ' 3/4' PLYHD.SUBFLOOR. PROVIDE ' , 1 v I I ‘c' 1--31- ri LP, N Il RY RM • 4 HALL LINE OF HALL ABOVE 1 PROVIDE 5/4")(6"CEDAR DECKING AT EXHAUST FAN,VENTE2 TO EXTERIOR 3 / 8 o i/.2j.2xto_____ 1 __ „ 1-EPS DOM TO GRADE. Nr. 1( IN _. ___ ___ _ . __. ___ ______ _____.____ .__ _____I_. . .__ CER.TILE ,,,, • i (50 CFM MINIMUM).PROVIDE NEN • '''' I I ii 1 r --- ----- - --- - .. „ I FIELD. PROVIDE 5-rmx,s-Brz A5 VANITY AND FIXTURES,MR.erP. r4- - r -"WA b WZA I I Yo W,".1;I V.fee '-'fl4A - ,i .i ..-- . FC-GUIRED TO SUPPORT ST0',77, . L4 b . _.__ -_, --1 _ _ _.__.__.. _ . 1! , f3OARD AT AIJ- NALL-5 AND p•=:.-_,-,:-..i- 1 ;I ; ______________-_- . , / • • k 1; ; 011Milr. 1 = F I -.. ,, , , ii 1, ,______._ _____________._____._______________.__________.__.___________.__ L_.__ , CEILINGS. PROVIDE tlIRROR AND 7 -.4- tA d 1 ki ::.12-,,.-,::-./ .. \ - . ALL ACCESSORIES. .••• IN !, ----- I , pRoviati 10° DIA. I-1346. PVC,TUSCAN . . • 9 , - 0 i,'01 0 ' _L 31-6' (t$ 4' 51-011 41Sra.. ,iii rr-b" •,, COLUMN TAL7•AP OVER 41)(4' ACQ . •-• g lov • .0 ZI) :011g° sz°z 5 • \ , _._ ._ _ ____ _______ _ ________ STRJOTURAL HOOD CC)LLKI (IYF'.) -- LINE OF ROOF OV RHA ABOVE • PWIDFinAll . n P' i pLilf ! i i , I ---------------- .... r-, T!.. 811a R • i 1: %. .. i i R i 7 ------------rktreol6 OVER FHT6016 OVER --------------- FHT6016 OVER -------- . -----FleN.5606' 3R t ---------_-_.:: FIKSb058R 4 .--------- FPS:5068R 4% -----Millilli I PROVIDE 5/4" X 6"CEDAR DECKIN AT II _ mai pi. B446:066Rt '- .F1106. PbeR i t ______,..... In 1 (2)II.25"LVL , . , , p),, ----- . . pI,I (IR` ,,N,I 69 L-------- ! PORTICO AS SHOIn2.1 ON ACO 77.6- Awy 4. geopicom./1.1=mateameL r.scaloommitiz4..----=-- 3:•ArACIAS0AVA- AZ• ,....1/4AWAGGINEFAIWI i IMANN ''''' ' - -- s S'heet inormton • • L_ 4-56475-613..F ti (2)1.15"X 11251-V1_ (2)0.15"X 11251_ _; ; _i ; 2)1, "X 015"LVL (2)I.15"X ci5NLVL (2)1:15"X q5"LVL , ' SUBSTRUCTURE - SE='-' FOUNDATION PLAN , . . > . • 1 ill PROVIDE 35" DIA.STEEL COLUMN TO IiIirt : . 11,1) 1 n•---4 ' to ''' date: 9/30/13 -.9 d 1'1 II SUPPORT STEEL BEAM - TO FIEAR ON COL. BELOW it;Titi LINE OF Por<nco ROOF ABOVE • 0 115- ; 1 5<- i Pi \ scale: AS NOTED „. :- ibel , , '''''' .'''''..... drawn by: JJS/AGG o A 1 mom 2-5/16"X11-1/8" T...11230 FJ016*.O.0. ., ----- . - - i . , R 0 f- i , .,. D II , ,4 • . 1' , .. 0 12'2' le mon 'i. ,---- .,-- ----I, ! 1 I i ,rilinitinok-1 23i-lei o to LINE OF NEN WINDOWS SIZE A.S NO7ED . r-4---- checked by: JJS LINE OF NEN WINDOM,SIZE AS NOTED' 70 , TN • --1 , I ! si .. fr: SO , ON PLANS. PROVIDE AZE‹TRIM- SEE r! ; 1. II Rai i*fi 1 i o il KINVON DETAILS.errPicAL) approved by: JJS ON PLANS. PROVIDE AZEK TRIM-SEE , x I i i t i 1 . -1 a .. . . WINDOW DETAILS.(TYPICAL) , ---; a -----• -- FAMILY ROOM 0- P. • . • _ 03 I , 4 1 GELIK9 0 q.„-0. DINING AREA -I I KITCHEt r:, OH-0:11 - i 1 , _ vim,. 3/4"OAK FLOORING ON EXISTING 3/4" 9 131 7 , .. I- to Zo T - EXISTING BRICK r.V.10ER AT EXISTING GELIN5 o tr-0" In I I i ., . 1111011T, IN) PLYIK.D.SUBFLR. TO BE PATCHED AND CHIA4M- ' 0 iz... 3/4" OAK FLOORING ON •vr 3/4" OAK •0. INCINie ON.I.... .___.!!- I . :-.4 IIIIII I REPAIRED A5 RECURRED ki r- 1 -; ,' project number ' . CL' 2) 1 6 KITCHEN -CABINETS, APPLIANCES 4 , t- i 5/4" PLYHD. SUBFLR. 5/4" PL II.SUBFLR._._ :; `071'.,:, rctfilti 4 • ____r- , ,.• . „ . ... , COUNTERTOPS SHALL BE SUPPLIED 4 e R li , i , .._ ___ ,. A PROVIDE NEN STAIRS TO SECOND 27( EXISTING MASONRY FIREPLACE TO - REMAIN,PATCH AND REPAIR AS • "- INSTALLED BY OTI4ERS,e.C.SHALL .0 - I !. p h FLOOR PITH 3/4" OAK TREADS APO i FC-MJIRED. REMOVE INTERIOR BRICK . „. . PROVIDE ALL NECEEOARY ROUGHING, P c ; Ic::, OAK RISERS,KITH OAK RAILINGS AS lil VENEER AND REPLACE PITH CUSTOM PROPOSED ALTERATION FOR: 4 PROVIDE FINAL HOOK-UPS $ 1cl - --1 ; .., '0 HI; PER CODE. II , COORDINATION. VENT EXHAUST HOOD , .&)--11 0 Cs1 rt.._ _ _ .z _ UPI • ,- ' MOOD AND MARBLE SI.M0= t_i/ TO EXTERIOR ____4 : 1 .- ' - -7-, 0 'N.L9A1 STONE I-EARTH AS PM CODE. to \"--411: r LINE OF NALL ABOVE -- ill ;1 11: - I 4"X4" 1":000 COLUMN TO SUPPORT P A t - Ny. .1: Walsh : „ I :‘ . HEADER(rrplcAL) , . . • 14,- r • 1 i . 1 ( • f . ' I • ' I VI rt , i ! 1 ‘I. I k ;t9 esidence , . i A PROVIDE INta•I KINVO,AS SIZE AS NOTED '"--- j._.,1 -'','-------1-01 -"E(2L25" VI- (2)1.15•X 1125"LVI. 1 ON PLAN PITH ATEK TRIM AS PER. , . r.' •g., 1 r r' Ai s.‘ . . 1 1k---sc DETAILS IN EXISTING WU-. PATCH All, . -\---\ . AMMO - -I- -- • - -1, 0)7W:210410 -----1 __,J- 1 mkt 1 °MK r - . m 0 Y •''% Hi(2)10" 10 I TH210410 DHP:',10410 /10410 U3 - 1 , . A R SIDELIGHTS g h. i' FLrfAIR AS RECURRED 780 King Street D/ •-:. •- AffAIWArAIM i_4•4 N-----Z\- roywc2io-32 L R I , , ., New Suffolk, NY 11956 1---- lt,,, irIP (2)2xo - ,011 1 EXISTING FRAMED MALLS TO BE ., LINE OF EXISTING ELECTRIC SERVICE I ,c,,,,,,,..:_______ EXTE'sna, UP TO q'-0" PLATE I-E161-/T. - i PATCH AS RECUIRED.elYPICAW i TO BE UPGRADED 4 ,. 4 I le Y I LINE OF NEN ROOF OVERHANG ABOVE. Drawing Title LINE OF NEW WINDOWS SIZE AS NOTED I • ON PLANS. PROVIDE AZEK TRIM-SEE I A HINDOIA1 DETAILS.(TYPIICAL) ' A-8 ,* / LINE OF HEN ROOFED OVER PORTICO. PROVIDE 12" DIA. I-134e PVC TUSCAN PLAN COLUMN WRAF'OVER 4"X4' ACO . FIRST FLOOR PROVIDE 3.5" DIA. STEEL COLUMN TO I q'-o'/ / STRUCTLRAL HOOD COLUMN (TY') . SUPPORT STEEL BEAM - TO BEAR DIRECTLY ON FOUNDATION NALL BELCH 6L5' 61-18 W-7 cl'-2" rr-6. 10'-2" LINE OF NEN I-1/2" BLUESTOIC- PAVERS, 1 / / / / MTH THERMAL SURFACE ON 4" CONCRETE SLAB AT PLATFORM AND AT • ,, 2-0' 12'-6' 180-4" zr-er STEP:J.. PROVIDE FULL BLITONE ,r . Jr' / / 6C:01-6" SLAB STEPS • Sheet , . MNINIMINIMANIMMIDOMMIONew ,'.. FIRST FLOOR PLAN fki „.. ..„ _ . ... ..._ SCALE: 1/4" = 1'-0" i• 3 of 14 ? : . . n - . . GENERAL NOTESJOSEPH J. SCARPULLA ' ====p, ARCHITECT I) 6.0 SHALL VER1T-"Y LOCATION OF ALL 13VILDINS SETBACK LIK_*".. BY LICENSED SURVEYOR PRIOR TO COMYZN- 'CEMENT C WORK. A1:1E:HAL:. LOCATE ALL EXIST. 4 NEW SERVICES;ELECTRICAL, El crchitecture TEEphtzva-,!WAG,SETIG SYSTEM,ETC.,PRIOrR TO GOK.L=NCE,41.:.-NT OF integior design EXCAVATION. GC SHALL BE RESPONSIBL.E FOR ALL COSTS IN , C.0; '•0.-- TION KITH CONDMONS AT T1NC- OF BID. 1 3) PRIOR TO CONSTRUCTION,GENERAL CONTRACTOR SHALL VERIFY ALL h211.nmthahlaisotnrene;n743 FINISHED FLOOR ELEVATIONS PRIOR TO SETTKS STRUCTURAL.BEAMS. ANY , 2 ((4# ''.a.."...w4H..7".---; --2"' DISCRANC..1 SHALL BE BROU&HT TO THE ATTENTION OF THE ARCHITECT. 4) PRIOR TO POUR OF FOUNDATION WALL 49.C.SHALL VM1FY ALL FINISH:D FLOOR ELEVATIONS AND ADXST TOP OF' FOUNDATION HALL, ANY DISCREPANCIES SHALL BE EROUGHT TO 11-2 ATTENTION OF ME www.ijsarchitect.com 631.673.8073 • fax:631.424.8414 WINDOW & DOOR NOTES ......... ,..., . ----- _ __,. 404,041/44%4110.1411/404111^0,1.0.111K I) ALL NEW INTERIOR DOORS SHALL BE 2-PANEL MASONITE DOORS, PAINT GRADE. (SEE SPEC) • PROVIDE NEW MASONRY FIREPLACE WITH THIN STONE VENEER. FRovve 2) ALL DOOR KNOBS,LATCHSETS,AND MISC. HARDWARE SHALL BE AS PER FAI AND CLEAN OUT AS SHOIAN. SPECS PROVIDE STONE VENEER ON INTERIOR, NEW STONE HEARTH AKV CL. TEMP. 3) ALL DOORS ARE TO RECEIVE (3) HINGES, EACH. ALL HfteEs ARE TO BE GLASS ENCLOSURE DOORS AS PER PULL MORTISE,STANDARD HEIGHT,BALL BEARING.FINISH TO BE BRASS. CODE. 58' • 4) PROVIDE FLOOR TYPE BUMPERS AT ALL DOORS AS REGURED. 5) UNDERCUT ALL DOORS AS REQUIRED FOR CARPET,SADDLES OR OTHER 121-6' 6'2' 61-0" 61-26 211-10' FLOOR can-noNs. /- 6) ALL NEW WINDOWS SHALL BE "AIN-..”ERSEN: 400 SERIES" DOUBLE-HUNG 1: V-511 2'-4' 21-4" 3W 1.4/NDO/AS UNLESS OTHERWISE NOTED. ALL WINDOWS TO BE LOA-E INSULATING GLASS WITH SIMULATED DIVIDED LITES. PROVIDE WINDOWS COMPLETE WITH WIN LINE KK..70:^1 SCREENS AND HARDWARE (COLOR TO BE SELECTED) AND © 2013 Joseph J. Scarpulla, AIA . OF ROOF 13ELOW \------Nc MODEL AS NOTED ON PLANS. EXTERIOR.COLOR TO BE 1,0-1ITE, INTERIOR TO BE PINE. ANY GLASS NOT ABOVE. 180 OF FIN:SHED FLOOR TO BE TEMPERED. KEY . All rights reserved , 0\s-' ,-.:EOHDN se /5/‘ 0 • • • ,,,..,/,/,/";-////',//;/ /,• -,- l? .....„.„..,...„....... no _ JOHN /4:41; i C kc- tNi TH2.046 th # TH21046 1 ..1' \---\- EMISTING HALL TO REMAIN ; 44L . _, ,. • • , 1 I ;,„ , WAWA bb EMMA . ,.......jiti ISW 4 t2)2xio =0 5- EXISTING HALL TO BE REMOVED , T A .....k .-W , _0* * •/•,,,, l',-- Zj. „ i : i).- (2)2X10 ' 11 MN HALL -PROVIDE WOOD STUDS 0 16" 0.G.,SIZE AS • .'t 111, % N t \:\...77 4 sk_ \ W/1 ///' / \ 6'N e‘ . 1 N . , t_, ,s ', P.. !INDICATED ON PLAN. '•-"- N E LINE OF KNEE WALL - CEDAR CAP .. . _ I,- ' , y R , AND AZEK TRIM - SEE ELEVATIONS ' 1; i\ - -i •L.: Li F 2X10 RR o lb" 0.C. 2X10 RR 0 lb'O.G. , , •"sma 1 ems NEW BEARING WALL - PROVIDE HOOD STUDS 0 16" 0.C,SIZE / 2XI0 CJ ii 16' 0.C. LINE OF RIDGE ABOVE(TYPICAL) AS INDICATED ON PLAN. 00 !SSMC'S and Rovis:ons , , ,,,• \ r IE1 PROVIDE CEDAR peocite ON 7 ; 1 / / 1 LINE OF TRAY CEILING ABOVE U.L.APPROVED SINGLE STATION SMOKE DETECTOR SLEEPERS OVER SINGLE PLY EPDM 0 -I ; • • --. - - -•- -- ; 11 " • 1 ' I ,0 A 4S:1- INTERCONNECTED- ' 4 HARD 1.1:RED Hi BA 1 it=i-Cf BACK-UPAS no ,1 date issues and revisions ROOF PITCHED TO SCUPPER ON VIIIINffti• ./f/NAITATAINIATAINW JAPAINIAM'ANAMMAY27/11 , PER STATE CODE (LOW VOLTAGE,COORDINATE WITH ALARM SIDE I LINE OF ROOF BELOW A-8 SYSTEM)- -_--------------- 1 ' , 0 , '.41 1/13/14 REVISION NEW DOOR,UPSET A5 REWIRED TO ( ---- -_:-_-__-_:-_-i-_-_-__ 4 ---- - ---- _ MASTER BEDROOM 0 / • 4m UL. APPROYE17 SINGLE STATION CARSON MONOXIDE STEP UP TO DECK 44" .-- N p ____________ ____._ ___1 TRAY CEILING AT 101-0" Es? 0 31 S3 trl t' DETECTOR. 11179RCONNECTED 4 HARD HIRED Hi BATTERY 2 2/5/14 ISSUE FOR B.P. I' i c --, BACK-UP AS PIER STATE CODE t -'°----- --- 3/4"PLYND SUBFLR,(CARPET _13Y I OTHERS) _____________ ____ ____________________ ____ ________ ________________________________ ih I • • 1-------------------- ____ ; , y • ,.. LI - - ,• _,,, . / 0 , ' LICHT 024 VENT i I # --------- - • , 4' e 4 4 11-161 7 rei ,V-0" indime •4' . 01." .•a if "-'-' • a., LINE OF ROOF BELOW I UN 0 d CLOSET 0 , A • l'i gleg A I , , 0 it' A 9- • AS PER THE N.Y.S.P-B.C.,EaCe112.11:16.91=.F.,_EQ€2 ,ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NO LESS THAN 6 . 4)Ill fi , -1 a 0 .51:2 IS PERCENT OF THE ROOM AREA. NATURAL VENTILATION SHALL BE PROVIDE Shoot inforratsCon T • . 2 P4 THROUGH DOORS,WINDOleZ,OR ANY APPROVED OPENINGS. THE MINIMUM T- • R , iry (2)135•)0125•LvwuroH) 4068,OP59 1 ' „ (2)TW21036:e (2)13.121036 1036 VENTILATION IREGUR,E7 SHALL BE 4 PERCENT OF THE ROOM AREA. _, -WIIMINAM..../0/MP IO••••Milt,I •rilm•• .///0///////.IMI • n .•# #####:v AI ==== awp -# Aviv,- 7; 0 LAW/MOW Atie DV' A (2)1:75"Xc15"LVL (2)1.15"XeIVLVL (2)1.15"X415"LVL PROVIDE 15' DIA.CHROME CLOSET 1 P • _ . 4 , . SD . ,. spr/ a • 2668 I HABITABLE SPACE ROD AND POPLAR SHELVES(TYR)AT ci a t • '-0' .; 61-4' IIIIL iff 4' HALL , date: 9/30/13 - x 7,4 -60 Q , MASTER BEDROOM = 312 SF 22511.912246.6..:a6 00:1A0AcTultjA1 CLOSETS 1 •••-• CM :fa 3/4" OAK PROVIDE 15' DIA.cfrRomn 0 t REGUIRMO ' •t: ' I FLRIN. "ON 3/5" .1- ••-• CLOSET ROD AND POPLAR scale: AS NOTED . , R.- PLYPO 5013FLR ZO LIGHT - .5%. = 53.00 ip II ' SHELVES(TYP.) AT CLOSETS ' VENTILATION-4% = 297/..6510 :i ' 00 LINE OF NEW WINDOWS MZE A5 WYrED as 7 g I r , - # 0 , BEDROOM 2 = 322 5F drawn by: JJS/AGG 4,....ta...- . ,..2.4.Aco, A ' IALleAVZ/ # ###,w Araireu.wdzaree #40.4wA9- .v A ' &ITV"..:AffA 1 1111 DN , Aw.Pririacr,.,;..r". ../74,". SD i 4°1.53 El] ON PLANS. PROVIDE AZEK TRJM - SEE 12 IIMI 0 .10. PROVIDE 22"x30" SCUTTLEACTUAL 6 ei 1, Ii ppm ' n4 i A t ..' ' r LI WINDOW DETAILS.(TYPICAL.) /Ell 4'4" 1 =1111 sr3 l' •-$raie., / 11 , 11-4' 4 .. 4', 24 •I 'dalikrallS 4' '1 51-0=I,T-.:: 1.31-6' 0 & -, '' v-e-H-FzEcj16,zrfrT:LA7-76N=-.4z = checked by: JJS ‘i 1 IFY . I F _It =IF d cL Z1 i • PROVIDE NEW STAIR5 TO FIRST kl N Ma717.00k4 5 = 212 5F ril • . r s ,.. , RE-CJIRa.1,- approved by: JJS I 0 A whirmi/ I I --:- FLOOR WITH 3/4" OAK TREADS 0 ; ' Liel-n-- m = 53.56 4, N 0 , 2( • i I .7, MEI it_ !I,:-or 2 A.NI, OAK RISERS,WITH OAK :Co 1 ( " • _ • 1 _RAILIN&S_AS_PER_CODE._ _ __ _a_ _ __ , : VENTILATION -45S = 54.02 [13 . , MASTER BATH p, . „. __ . 1 0 - , MASTER BATH - PROVIDE STONE TILE ' ' ..I ; / 0 r- mil 4 -- 0_ _____ _ _ __ i AADWANIIIIIIWAY A41 1 BEDROOM 2 0 FLOOR(SEE SPECS) ON I" WO , t\• I SETTING BED.ON 5/4" PLYWOOD All........wolliii x 1. I LINE- OF TRAY CEILINS ABOVE SUBFR. eLuer7 4 SCREWED. INSTALL / \ f .. '' 1 project number er &") iiimir ( . FY ) 1 3/4' PLYK17 51:3FLR,(CARPET BY ci k(51 P OTHERS) WONDER BOARD AT SHOWER WAU-5 4 ( , c'i . e'13 TUB PLATFORM,LEAD P,'AN AT j Amy; irawzAarliore AI :':'''' 2X11. ''. ill e,-t•AIAS .1, / BEDROOM 3 ',. *Ma SHOWER BASE,MR BOARD AT ALL • • (2)AN25I &remit- zezee, ' ' - 1 Exisrit4.9 CHIMNEY TO REMAIN,PATCH ,. T. Ir 2:56-114 S_N+4 • 1 hmiAN9 THRTNA5!_r72.0Aj vMmIRED. PROVIDE OTHER HALLS 4 GEILINee (-'PJ, • . 0 TRAY CEILING AT 10'-0' . . PROPOSED ALTERATION FOR: CLEAR TEMP. GLASS SHIOWER -- ---- - FN051.8.1 ' ,. I I , ' 1 . cc „ ENCLOSURE(SEE SPECS.),PROVIDE ' 3/41 PLYWD SIJI3FLR,(CARPET I3Y I •-ri I I BATHROOM R .. o • , ‘• , „ R EA-IAUST FAN,VENT TO 1EXTERIOR(50 b cm ,.,, OTHERS) I • r . . ll I . - ..- 7 .' i - _ 1 rl Z1 r IIIIIIIIIIIgwr_:= (2)1:15,015"LVL \' LINE OF ROOF BELOW ( , Walsh „ixo RR e lb' 0.0. 1 2X10 RR o lb"0 ., -: f..----- Afeardef4dirm APACOldir ,, AWAWAWATILIAMOr AA Residence GIMIIMI__ LINE OF KNEE WALL -CEDAR CAP / 2X10 CJ 0 IV' 0.C. 0 / / 'SI' \-1C) (2)2X10 4 ri AND AZEK TRIM - SEE ELEVATIONS 1:5' ____. _____ _ --11- ------- - 2) 1.15"Xcl.5" 7_7_ __ __ IMIM mown Q5"Xdf • •.. 1 .". ' / I ,4. A ,65sca, -mar Nc a slOPP-'" L . . I (2 E )A31 zt ( • a • pAri-noom - PROVIDE CER.TILE PROVIDE CEDAR DECKING ON 1.... ......, (2) 1:f5"Xcf.5" LVL i 1 4 Ii 0 wAte xedzaseeWuw-14 ..'.. ? -\---\- FLOOR(SM SPECS) 0:4 I' MD saTriNsi EW. ON 3/4" PLYWOOD EUBFR.CLUED 2 ': 780 King Street SLEEPER-5 OVER SINGLE PLY EPDM (3) 11121 10 NV :t. ; 4 SCREE:7. INSTALL WONDER BOARD \-_,,, k , New Suffolk, NY 11956 ROOF PITCHED TO SCUF'PER ON IIPP . (3) Tki-ro III ABV r--.:„.1--1 AT SHOKER WALLS * 11.0 PLATFORM, SIDE r-, ' I k.,'•_1 r LEAD PAN AT SHO BASE,M.R. I --.fi LINE OF OPEN ROOF ABOVE -TRIM , BOARD AT ALL 0114-1.2.- WALLS 4 RAFTERS WITH 3/4' CEDAR TRIM L IIIII CEILINGS(TYPJ,CLEAR TEMP. GLASS ' BOARD - PAINTED SNO2 ENCLOSURE (SEE SPECS,), LINE OF BELOW ,_ .4 PROVIDE EXHAUST FAN,VENT TO Drawing Title NEW DOOR,UPSET AS REWIRED TO , A EXTERIOR(50 GPM MIN). STEP UP TO DECK *4° A-5 It LINE OF NEW WINDOWS SIZE AS NOTED ON PLANS. PROVIDE AZEK TRIM-SM li▪r ll'-2' 9/. WINDOW DETAILS. (TYPICAL) SECOND FLOOR PLAN 8-10' 3'-b" c11-2' cl.-2' 41-4' 4'4' 41-5' 41-5' / / I 1 , g--c-i-2-, ,, 121-6' 161-4" 1 80-8.' 41-1:" 1Y-10' 5'3• / .' / / ?) • 561-6. .;• "---.....-. -•-. .-".." / - / .°.°.° ' H. Sheet ------ 22 SECOND FLOOR PLAN ( .._ .. III : "MINOMMISIMIMIPSIMION11114100111.11 A .,...„,(),,,,, ... ._,...,. .......A +.411 •••••• ••11•11111• 111111110111.11111•••••101.1•MINIMINIIIIMMINIIIMOMII• SCALE: 1/4" = 1'-0" 0 00 4 Of 14 s GENE A L NOTES JOSEPH J. SCAR.P.ULLA :; ARCHITECT I) 6.0 SHALL VERIFY LOCATION OF ALL BUILDING SETBACK LINES BY LICENSE=D SL VEYOR PRIOR TO GO I F NIT OF WORK. El 2} 6,G SHALL LOCATE ALL EXIST. 4 MAIELECTRICAL,Sf�IG£5; .EGTRIGAL, architecture TELEPHONE,- WM,HVAC,SIC SYSTEETC.,PRIOR TO GOA EMENT OF interior design EXCAVATION. 6.0 SHALL BE RESPONSIBLE FOR ALL COSTS IN I. . CONN.."EGTION KITH CONDITIONS AT TIME OF BID. 3) PRIOR TO CONSTRUCTION,GENERAL CONTRACTOR SHALL VERIFY ALL . FINISHD FLOOR ELEVATIONS PRIOR TO SETTING STRIUGTLYy.AL BEAMS.AkAY 251 mil street DIS-G 9 ANGIES SHALL B BROUGHT TO THE ATTENTION OF THE ARCHITECT. untington ny 11743 4) PRIOR TO POLE OF FOUNDATION WALL G.G.SHALL VERIFY ALL • WWW,j,sdTChiteCt.COm FINISHED FLOOR ELEVATIONS AND AD.UST TOP OF FOUNDATION HALL, ANY DISGREPANGIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 631.673.S07g faxx:631.424.844 WINDO DOORNOTES „,... �.V ,.. r _ ,. v .. ,.a,1, , ,. .w F' .. .. I) ALL NEW INTERIOR DOORS SHALL BE 2-PANEL MASONITE DOORS,PAINT GRADE. (SM SPEC) 2) ALL DOOR KNOBS,LATGHSETS,AND MISC HARDWARE SHALL BE AS PER SPECS 3) ALL DOORS ARE TO RECEIVE (3) HIN6'E5 EACH. ALL HINGES ARE TO BE FULL MORTISE,STANDARD WEIGHT,rT,BALL BEARING. FINISH TO BE BRASS. MEN MASONRY CHIMNEY KITH TG FLUE, 4) PROVIDE FLOOR TYPE BUMPERS AT ALL DOORS AS Rr-C:2UIRED. CEMENT KASH,SPARK ARRESTOR AND DECORATIVE GOMM CHIMNEY CAP - 5) UNDERCUT ALL DOORS AS REC'.ARE7D FOR CARPET,SADDLES OR 0111M SEE ELEVATIOiw'S FLOOR GOT'"�VITIONS. PROVIDE NEW ALUMINUM GUTTERS d LEADERS(`TVP) 6) ALL NEW KWNJOWS SHALL BE 'ANDERSEN: 400 SERIES" ' . h,INDONS UNLESS OTHERWISE NOTED. ALL WINDOWS TO BE L0 -E INSULATING LINE OF WALL BE30W(TVP) GLASS KITH SIMULATED DIVIDED LITES. PROVIDE P'NDO:+S COMPLETE WITH , WINDOW SCREENS AND HARDh'fi:RE (COLOR TO BE SELECTED) SIZE A' © Z®13 Jo sOph J. SC rpc�lio, AIA PROVIDE ICE t WATER SHIELD FROM ' PROVIDE ICE 6 WATER SHIELD FROM MODEL AS NOTED ON PLANS. EXTERIOR COLOR TO BE K-TOTE, INTERIOR TO All rights reserved THE EAVES 2'-S 0 INS TO A POINT AT THE EAVES EDG= TO A POINT AT BE PINE. ANY GLASS NOT ABOVE 18" OF FINISHED FLOOR TO BE TEMP R' . LEAST 2'-0• INSIDE THE EXTERIOR LEAST 2'-0' INSIDE TI-E EXTERIOR WALL LINT` AND ALL VALLEYS,HIPS, t WALL LII A:�ALL VALLEYS,HIPS, 4 -.. AS INDICATED AS INDICATED('TVP) ,� cA,EDATC PROVIDE NEW ALUMINUM GUTTERS 4 ;; >/'. , Q��0 scg,,,A i■ i i■ riammr. LFA (rYP) q c i �� I I� ."PROVIDE iJEE'l ROOF SHItd6LE5(SEE I® ■ - ISPECS) ON 151* FELT ON 5/8" 'COX' I':- ' '-- se� ..r11, MA iz . ,, „ 11 �►0 PROVIDE GOI'r1TIN.10U5 VENT© 50'�fIT. � �, PLYWOOD SHEATHING (7YP) \ 0'�I� I :ISI■1 �1 _ _ F -'-� gnI■' I� I - SEE DaTAIL (TVP) Ilii I■1 ®I - - iij ■ I■ . . g `�k 11 ,, it 1 �■1111 �i =-=; .4_ - I!! iIT hieII:.11I ---H-� 1-- IlN.11111"11.01) I PROVIDE CONTINUOUSVENT o RIDGE=. 1.0,' y LINE OF DECK BELOW- SEE PLAN I �'__��z;-L-� �I "` !NISI �' -- ■;moi �!�1 � I sM DETAIL © • '`° F NES :,�_ __ 11 1 .11 ■1 ■I -- E Ell j .;:III1 •,� -- , T- -_ - iiii r!_,Ar -.-.r;a �I ''I ' /I■�■j !1 ____-____27.7 -� 1 �-i- ■I =i■j i PROVIDE NEN ROOF SHINGLES(SEE , SI III al . :1 1,1■1�1 r le, _ : 1 =i- I■I� SPECS) ON 15'T FELT a'v 5/8 'GDX A Q � ■ no date issues and revisions ? , ,,--11__Ii' I �� ■ 12 -'`i _ 12 1111111111•111, I�il PLYbr'�OOD S"ficATE{INs (`TVP) : III 'a ' 1 - , I �, A-8 PROV/IDe NEN ALUMINUM GUTTERS a :r- :it:- _--;i. 121 1? I■1■I DOr_ - _vow�a - ■I■I■I ', ,; 1 'lR• I!L - �i -I IIT 1� I® 1 1/13/14 REVISION LEADERS(Trn) -i-Ili! -{=--1i fl +- mini ilj - -I- �I�� I �i14� l� ---+� I I■ I - I ' ---E ■r' I■ LINE OF WALL BELOW(TVP) 1 I■ I rims NIMII■I� 2 2/5/14 ISSUE FOR B.P. PROYIDtr GONTIMUOU� VENT 0 SOFFIT. i,+ j__ 11 .',I:■ISI ■ -7:77. �- I- ��I I DETAILsEE (1W) -".._0--- I I �I. 11` i■In ■� �_-=i` -:! - 1.I■1 1�1 1■� --_-_-_- -- --- -----------�---- -- -_ _ o P-44 ��� 1 I- .1 - t -1- I� Illft a==== 1� 11 ......_.� ,LM...�.��....LM....�. I■; I ---�-7,, " --! ■I■I ■I■I■I !-!®I■■®1■■I■I�®1® ■®■I■■1®1111®■®1®®®®■®i�■■'®!�®■® j, . I®M■I�9I■FIIIIIPPI■■■NIIININIMATI I.:ImmI■ • ------ - Ti ' Moil ■linen i ®®�1/■®■®■1N_ _�I111■®■■11111®0.� `■11®11��®®111■el■1�1 w,. I PROVIDE NEW ROOF SHINGLES(sem .11111 iie i�iiii�iiii iii ik � Mill ■1 _ - -1 -I= I■I ■ W 11111 lUilai1_-U®®I1®®®1iiIUi i1U IUIIIT®ice _TUI SPECS) ON 15> FELT ON /es 'GDx' I■ - = - I- ■ I PLYWOOD SHEATHING (TVP) - 1 111®11• 1�11��111�11�1®■ . III ■I =-4� ` 4-= I_'n-1 in i■ 11■11■■■ ■11■■■1■11■■■1■11���1�11■�■�I U JOSEPH J. 5CA .PULLA : ARCHITECT . (r I: ;' PROVIDE COPPER STANDING SEAM ROOF ON CUPOLA I ■: ei chitec +71"e WITH WEATHERVANE AND SUPPORT AS REQUIRED I � EI :' interior design ik Ia. in x . . f E PROVIDECONTINUOUS RIDGE VENT d STRAPPING SEE -_.. .-.----.-.----.-.----.-.----.-.----.-.----.-.---------------MIE ® ; ' 1■1■■ 11 11 1 1 11 11 11 1 11 1 11 1 11 1 ■ TM l 1 I I - 1---- 5j , , 2 1 main street DETAILQ 11■■l init�I�I fniT1�in911 fifi frigi lfirni 1 r _ � l _ J I -J _I It I , ■■1!1■t■■ ■ ■t■■ ■�t■■t1■1�t■■1■!t■■tu■ ■t■tmt�■■�tutl■t a r -_ "--, r hunt ton nye u74'3 ■■■1■■1■■■I■■1■■■1■■1■■■1■■1■■■1■■1■■.I■■1■■■1■■1■■■1■■1� �■■■ .�' 1■■■1■■1■■■ 1 ■1■ ■■ f I '.di.1._ .'_,-�..�,..i_.. .,,,,,,,,,,,,,,,..,_p_i _,_ r i_:..1.X.r_..,.. �..�,,_,..,,,>M l...] �.,, .�. mi..l 1, _L ,vim,.:1 LA_ '' V',. w w.��sarchitect.coln 1■■■■1■1■■■■1■1■■■■1■1■■■■1■1■t■■1■1■■■■1■11.�.1■1.��.1■1....1t1■1►�' r1■1.�1■1����1■It■��1■I�IM�I■1MMEI1■1���E1■1��.�1■1■■■■1_ .1�._..__1..�, _', t ,' -_•. 1�'•'�:..�_. -'-- -..._. _. . ._ ' PROVIDE NEW ROOF SHINGLES (SEE SPECS)ON I r ,--'-- �� - F ;� � l _ +.,,LI.,i-11-,',. .��.-1 *T-I.._.I2;l_1, ..L.1-4.-.,-1.„1-1.-J.--L.:1.,;_ ;i_ ,� �l ----- ---- ----- --- - 11i1■t■1111■.■11■1■11111101■11.111111•.1111■■■■■11111■■■11■1■■■11■1■■■110!`. " ` ,.!, ! a%!_ ..!_'_,1,,:-�.t_.^,.. fir-71., __ - �--_._ ., - --_Y. ,. - f " r i I-u11■1■11■■■1■11■■■1m11■■■1■IIS■■1■11■■■1■11■■■ sium■1■11■■■1/r` 1� �� I '4-i-r'r �4 r,�J; f - i i I 1- u r T4---' _' k -- FH.T ON�✓/8 'COX' PLYWOOD SHEATHING(TVP) wgin- ■■:■■ ■_ ■■I■I_■■_■_■_I■I■■_■■1■1■■■■1■1■■■■I■I■■■■I■1■■■■1__■G"` l■_ 1 1 ■__� 1 1 � _,_.,T,4.v1,,,,_1 _,,_;__i...r a,i t.._.,,. r,.11_.;_JilF1„_r� -_.,~,I_,�r 1,4,4_,l�.k:• r,i1:.�,..,a,,1=2.t4,,-�.,-____ (QI //� 3A-; fq�� a, ■1■=ai 1 _ -_-_----_-_-_-- k Tt- - ki__e: I ,: - _ k ic__.-�k ,_i._ 4 6 1.V .Vo V ■■i1i■1■■■1■■1■�■1�■1■�■1■■■■11111■■1■■■1■■I■■■1■■1■■■I■i111 �' ;`_1■■1■■■I■■1 ■ _ - ____ . 14 r r i : i,Tr.,r r,a - art. � t ■ 1 ■ ■si, 1 I 11111,1.E■1�1■■�■I/,�` � 1■1■tt■1�!■ ,� ,.�.v�,.,��. !., �. ,Y6�: I t�;Ir "�T I .ijfir r 73 7PROVIDE OPENING IN ROOF WITH EXPOSEDr- } �. 4--. �,:.r<- .__ : � �-^� r' r ter-' , ,.� y�.�,' DAPPED IN CEDAR TRIM. PROVIDE DIVERTER AND ., ,_ -..-1 1;..,_-.r.LH,. T r , , _ •`r s'' ;r , ` i r ur=',`�, f . ��� W ■�1�■■■�■11■1 .},a.,, ,,... I.-. . ..1.: I. .i,..' rr^rAIIIII .1,,,: ,L., ...Y`I'`u".' 'TYT,'TI_...."I__ FLASHING AS REQUIRED •• : ,w .■■.■■1.11. "-Will I,f.&IV■■■■■■■'I%IIIIWiINII I I i :Ir t c 71_ �`r?' .4.1,...4,,L,4,...!..-. I >nr( _ t yJ.--4:.a T- r 'ri' RH 1 ■11111111 11.21111111V' 1■■■1■■1■■■I■■1■■111��1■■111■■11111.1■■ I L. t„ ..i, .:_,, . . „ .,.,.. ,„ ..,,k.: .,Lr.u,.L,.:,w�Tr,.Zi.�L ,'J... .,..a�..fi.:�..T�..,.,u.,k...,�..-..,...,k t ' 1■mo■II�I . .. II■1■ ►- A■■■MI_■_I■■■I1_■1■■■■1■1■■■■1■I■■■■1 L'-, , 1t -6 1,1-.,, ,Iw4.,,1..1 ' ...-...2-3--- MINIMS -3= a PROVIDE ALUMINUM GUTTERS AND LEADERS( MI■■■ ■■ o' . .' lam■■II■I■■■11■1■■■11■1■■■■■I■■ :!_,47.7,_` r ,L. �+�t'; : ,r ��• SPECS) II•IIM11U•■1■IIi■■111I1I■IIIIJ 11I■U1U11I■■1!'' _ "7!■11•NIIrn1i■.1■IIi.0 .IIIUU1, I . L. r. ~T:�lr -=; �-- .I, ' ' ,o{►► T.O. PLATE - - - - - - - - I �� ��� ;��� - - T.O. PLATE _ . `__; : .: PROVIDE CONTINUOUS VENT AT SOFFIT,SEE ■ , _ DETAIL© ■ I B� B� ' •.i IIII l' ,,• rl .. • ,w '� E� 'NI r . ,,________1 ' 9 LINE OF NEW WINDOWS SIZE AS NOTED ON PLANS. 11. 101 ------- -,- J I , . 1------ ..--• -- 9 i 0 PROVIDE AZEK TRIM -SEE WINDOW DETAILS. . - - CTYPIGAU ■ , = ,- PROVIDE CEDAR SHINGLE SIDING OVER 15*FELT : `�� __ OVER 1/2" GDX PLYWOOD (TYR) - SEE 2ND FLOOR SPECIFICATIONS _ _ - - _ _ - - ..1_�� - ;., ;w'y a- y i- . -:�41.71.);:u;••449.:4•-; 2nd FLOOR Ath TA. PLATE _ PROVIDE DECORATIVE AZEK PANELS AND TRIM AT __I IF _' - - _ - 1 xy; r j �; 7 I c - - - - - - - - - - - �-` ,-�7d.. ,IT 11_-�_. .br.,« ,_,0-7..,,_, _4 .,_i_,�a„� ,- - ;-,--er - - TA. PLATE .._.. \ - - DECK BALCONY RAILINGS(TYPICAL) - n PROVIDE ALUMINUM GUTTERS AND LEADERS (SEE . © 013 JOooh J. SCarplslla, AIA �JPI=�iS) r•_ '*ME All ri h rc�ervec�PROVIDE NUOIJS PENT AT 50FI=1T,5)=E '••• ••• �` �� `��� ••• F -4 D>=TAIL 11 III II , liii - _ _ Q r ,�- I____Im WY . nv , - �. ,_. BREDA-. 17 �, c r. LINE of NEw WINDOWS AND DOORS SIZE As NOTED • r-- cy ,o CTION PLANS. PROVIDE A C TRIM - GEE WINDOW - NE s t �i,+.�, sDETAILS.t`rYPIGAL) - ' NE- __ __ _■ ■ �. ■ �� ■�_ ■� -. U� ■ �� 2■�i----t=-,-- 1St FLOOR yam`.. r1st FL0012IC■ �.�■ ��� �. ■� - - s \ - - - - - - - - - ..1� --r�.�`=.�������m�Vii-■-��� ����~ �r.� .�■ _ - d i \ -Al +1633' t�� �t� �■� � �■� t� �t■�----� 1111 ��.�"�■ n - _ +16.33' g ,�.:'' PROVIDE THIN STONE VENEER WITH I3WESTONE GAP ���� ��_������m���m�����--�1�� f" mli-��w=t■�� 5 '. t36'� �0. 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''(////////////////////////////////////,‘////////,./////////// / / t x • i / / / / ii- tr/ice//it/it/7/�i // //////i/v ////, /// /1i//i / i1 .+ POURS CONCRETE FOUNDATION WAIL 4 FOOTING, r:, ,..•,55555// //////i////// /// ////// ///?,/////.//// // //////////�/55!55/-//:////.//�////// ////�// -/1//i.////////t//77 • Z./ A ` SEE PLANS FOR SIZE LOCATION,SEE DETAIL p h ! ;...:' /i////i�//ir//i///ii//i///i///ii//i///i/ /�/1/�%!/i�/'ii//i'/i//ii//i///i /moi//i///i///i�//i;// /%/moi//!i//�%//ii//fi./ /� 1 1/13/14 REVISION r,.;,. Circ//r�/i/;�//��//�//�//it��//�//�r/ire!/r�/i��/.��ii��i/i�/;� ////i/�/ ✓/iii/�/,r�/i/moi/�//,r/ /i.///./64:/./;./14/77/r2!57.';/%10. i//�//�///i/�' '�+ ' r►<', * ^ I ; v// /// // // // // // // // // /// // / // / // /i/ // // /i/ r / / /� ��,�L I . .. ; ri///rim///iii/j/r�/i///i//�/r�///ter//�/rte/�i��r.///j.��i/�,///iir./ //ii //r//i//'i///i�!i/i././'1;1.7"/":/::./1:- ✓ ii moi'`/ /Tji1?/ � ,: _ EXIST. 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'N��� G1/�1T �%��i1�11L� �Y c` •Lac%/�1L�1 1 1L� L/_/✓1�1/1L��/1_/�il��L� POURED CONCRETE Sheet FOUWPATION WALLr : EAST E L EVAT I O lid FOOTING,SEE PLANS FOR SIZE 4 LOCATION,SM NORTH ELEVATIO DETAIL 0 Ani SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" a 10 of 14 NAILING SCHEDULE TABLE 3.1 FROM WFCM FOR ONE AND THO FAMILY DWELLINGS NUMBER hUMBER OF 1 JOINT DESCRIPTION COMMON MAILS BO ILLS SPACING REMARKS JOSEPH J. SCARPULLA ' �(2) 2x GIRDER ya ,, ROOF FRAMING € ARCHITECT Rafter to Top Plata (Toe-nailed) :• •• SIMP50N T Plate jpISTRDivS-TIE ? Dolling Joist to op (Y :. • — WOOD POST 0 BG52-2/4 FOR 4x4 c,.�'C 6�C'C�P�CG' Ceiling Joist to Parallel Rafter(Face�iled) 6-I6d 1-40d each PST TO DOUc3LE . CeilingJoist over Partition (race-mil-• 6-I6d 7-40d each • i� 1 • 61RDEr2 NAAILED/ITO W/(4) IGd NAILS TO ������®� ��CB�'EI'1 Laps SIMPSON STRONG-11E Al?0J44 FOR 4 x 4 Dollar Tie to Rafter (Face-nailed) 5-IOd 5-IOd per tiee POST NAILED Kt 12-16d NA/L5 W/2' �, FIRDL'1't/r�'�,EACH Blocking to Rafter (Yoe-nailed) 2-8d 2-10d each end iiiMINIMUM SIDE COVER ' �' 1 w) NAILS TO POST, 2-Ibd 3-Ibd each end , I EACH SIDE Rkn Board to Rafter (End-Walled) a ::` 2g1 main street WALL FRAMING 1 ih00D POST :, hunt gton n 11I CONCRETE FOOTING . www.)areiyt et.com Top Plate to Top Plate (Face-nailed) 2-16d 2-16d per foot •,•I'[..1%. ;4 r Top Plates of Intersections (Face-nailed) 4-16d 5-I6d Joints-each side 'r $ Stud to Stud (Paco-natb2-16d 2-I6d 24' O.G. cU fax: Header to Header(Face-nailed) I6D IGD 16"O.G.al• • 3 .424 X4..8 Top of Bottom Plate to Stud (End-nailed) 3-16d 3-40d •- stud q Bottom Plate to Floor Joist,BondJoist,End •t t DETAIL © POST TO CONCRETE DETAIL © POST TO HEADER , Blocking (Face-Walled) 2-16d 2-16c1 per foot FLOOR FRAMINI6 CONOT TO SCALE0 NOT TO SCALE Joist to 5111 Top Plate or Girder (Toe-nailed) 4-Sd 4-10d per Joist Bridging to Joist (Toe-nailed) 2-8d 2-10d each end • Blocking to Joist (Toe-nailed) 2-Sd 2-1Od each end �� Blocking to 5111 or Top Plate (Toe-nailed) 3-I6d 4-I6d each block 0 Ledger Strip to Beam (Face-nailed) 3-16d 4-I6d each Joist Joist on Ledger to Bean (Toe-nailed) 3-8d 3-IOd per Joist • • _ Band Joist to Joist (fid-nailed) 3-16d 4-164 per Joist TWJ5S OR CEILING JOIST I- �\ Bail Joist t0 JOist (Yoe-nailed) 2-16d 3-16d per foot • 1 MOD STUD • _ ; '"- •: © 2013 Joseph J. Scarpulla, AEA ROOF SHEATHING tk �� � •• All rights reserved Structural Panels 8d 10d See Diagram / j SUBFLOOR ,CEILING SHEATHING �I // / Gypsum Wallboard 11/2" drywall screws 1 1/2" dnkia11 screws 9' edge /10' field ,- 7 FLOOR JOIST (2) 10d NAILS yNAttATHINs � �� • • / INSTALL SIMPSON STRONG-TIE �D A'QC� :. •. _, . .. . / G516 COILED STRAP© EVERY ?. Structural Panels " GYPSUM BOARD / / STUD NAILED 1•°41TH(2.6) 8d NA L.5 r �OG� JOHN S� y�j• .6sum Wallbt►ard I I/2"drywall screws I I/2 drr�wall su^ews '! edge /10 field / rj FLO012 SHEATHING 2x4 GONTINUOUS 1) % ?' N DOl1BLE AGQ PLATES ` , ;£ l� �� Structural Panels 1 or less 8d ION 6 edge/ 12 field OL. '' / , ■ 1 1 LATERAL BRACE ® b-0 Panels greater than I" 10d I6d 6' -••- /6'field ,• �\ FOUNDATION WALL Structural gro �� : . a36N O� 4 2x4 BLOCK NAILED TO N -\1\,_,% , EACH BRAZE WITH 4-10d CORER 51110 TID TO NAILS 2 TRANSFER SHEAR(2) 16d C:44. .. COMMON NAIL 0 6.OL. INSTALL SIMPSON INSTALL SIMPSON STRD1�IErTIE VERTICALLY STRONG TIE *C520 (20 . LBPS5/6 BEA- PLATE o EACH :• .:. :. no # date issues and revisions SIMPSON PI D2--SDS PRE GAGE STRAP) W/ 18-04 •, . AdvGF10R BOLT(TYPICAL) DEFLECTED HOLDOI��t4 FAS ;; 1 1/13/14 REVISION FASTEN WITH (10) SOS 1/4 !ANCHOR BOLT 1-►/8" th SEE PLAN FOR LO3 10100D CATIONS. ENIMALL STUDS I 2 2/5/14 ISSUE FOR B.P. 8 „► , PLYWOOD SHEAT IND DETAIL © STRONGBACK(FIG. 3.7a WFCM) DETAIL © SILL PLATE TO STUD GN^15/8 .,, w. ......, . _.w , �M.,, ..._.. ... COUPLER NIT 1T SCALE: 3/4" = 1'-0" 0 NOT TO SCALE (ALLOWABLE ‘. TENSION'MOO) I V t; 00 5/8"m 11 NZEADI ' •= INSTALL SIMPSON STRONG-TIE -0 BOLT 8' INTO NT GONG. (MIN) .~. OF 5T11D E NG. NAILED (12) FOUNDATION WALL 8d x 11/2" 100 SheetInformation E date:, 9/30/1 . 10. 3 ©o 1ENV Lb--,15TH i scale: AS NOTED ileo ..,' DETAIL © CORNER STUD HOLD DOWN loo drawn by: JJS/AGG 0 NOT TO SCALE joo 1 I }; checked by: JJS l"l°o approved by: JJS lic. ROOF RAFTER •• 'a•, project number c ,� (2) 2"X4" TOP PLATES F 0—'' •• CLEAR SPAN '1411 L,`c '•. PROPOSED ALTERATION FOR: SIMPSON • SIMF'SON STRONG-TIE G516 ,• LTROON6TIE * PROVIDE 5/80"ANCHOR PROVIDE 0 16" OG. , I. Walsh BOLTS® 45" O.G. MAX., I'-0" �a (2'-O"O.G. MAXIN'R1i�i) BEARING FROM EACH CORNER,NO LESS • (2'AROUND $IJILDIiv6 END •• " PLATE WITH 2 PER SILLEXTENDCODE.E3OLTS SHALL. 1' • LENGTH = 14" GAGE = Iia ' i • r' Residence (4)SC x I A MINIMUM OF 7" INTO GIJT 1_EN&TI-I = CLEAR SPAN i.*CONCRETE (iYPICAL) + I3" FORNAILSPACING- = :> sEVERY HOLE OR 26" FOR GUT a / \ <" U NAIL s?Ac1N6 EVERY j LENSTH _ 780 King Street OTE)=R HOLE. ;• New Suffolk, NY 11956 4. -.4 -41 ,• 1 FASTE ""RS = 22 Sd \ 0 • SIMPSON STRON6-TIE 10d NAILS) INSTALL STRAP IAT(142 \ L ® I LENGTH EVERY RAFTER TO STUD 1j1.1 o ��o ` � � Drawing Title CONNECTION '0 1 I "� ���111144; v PROVIDE MINIf VM I" END \ DISTANCE A0 STRAPPING DETAILS 0 o 0 o° Et2)AL NUMBER OF NAILS IN' 0 #' D ° ° �, EACH ENV o Z p p ° p ,, O O O O / • (A5 PER MAi JPAGTUR'S 51'EG5) Sheet DETAIL ©ANCHOR BOLT DETAIL © ROOR RAFTER TO STUD DETAIL © 2ND FLOOR TO FIRST FLOOR WALL CONNECTION A ® i 1 .., 6 NOT TO SCALE NOT TO SCALE 8 NOT TO SCALE 11 of 14 f' < r M ' 4 ' y ICE 4 HATER SHIELD) / JOSEPH J. S UL ( ARCHITECT 12 11-01 MIN. ' ER y -0' MIN. / (IGE 6 WAT (ICE a HATER architecture ICE d HATER 5I -D 10SHIELD) SHIELD) CAP SHINGLE _.` _: interior design ASPHALT SHINGLESIMPSON GALVANIZED / ' LSTA30 STRAP TIE AT COR--A-VENT RIDGE EACH ROOF RAFTER FOR 1 VENT V-400 OR AS 30# FELT RIDGE CONNECTION, RE-c )IRED 251 main street 5/8" GM PLYWOOD _de" INSTALL H/ (22) IOd FASTEN, HALF ON EACH 12' AIR SPADE huntington ny 11']43 i� END OF THE STRAP (TYPE 2" x 6" OUTRIGGERS® 16" WWV�.j;sarChiteCt.conl BATT. INSULATION I 4GUT BACK PhD AS O.C. I REGI'D FOR PROPER NEW RAFTERS I ASPHALT SHINGLE I VENTILATION631.673.8073 ' ■ SOLID HOOD BLOGKINS fax:6 11.E �!.8 NEW GUTTERS 8 F 4110 ' 30# FELT 3 ROOFING NAILS !TYPICAL ROOF CONSTRUCTION 3 '` LEADERS I '� ICE d WATER SI-HELD.-r ,. .�..,r., ,� �a� 5/8• GDX �_Zo/ 71 ����� .. ... p ' PLYHOOD I'��,// ��'t��� 'PPM' i'7202 RAKE TRIM W/ 'It 1,. ...._ `� 1,,'� ROOF PITCH AS — — \, _ — 1 -ate' I/2 ROOD SHINGLE EXPOS"wRE f ROOF RAFTERS ..•r/ ���� I NO,TcD ON PLANS (- 3/4"x6" AZEK FASCIA I 1� I 1 J I 41 112. ' il /�/p h �\�� — — — — -- — — — J ‘, ' BOARD _ RAKE • i110: /��%/// \,\�\���� *..,, ` . 23/x6N6HOOD BLOGiGIiw ARD ON 0' i I/2" GYP. BD. =/// ��� I I •. �/ \\; . y r: • : t I!/2 AZE t BEADBOARD 2 SCREENED VENT (GONTIM,100 ) 1 INSULATION� • 11-01' " ' 1 a. BEAD BOARD 11 �• � :.� 4� PROVIDE 'PPH' *I*-r © 2013 Joseph J. Sccrpulla, AIA NEW CEDAR SIDING €,I� .: DOLLED END ROOF 2435 GROAN 4' SOLID II. (RAFTER,SSE PEAL I �: i; �b BLOCKING AS An rights reserved 15# FELT 4: �� 1 I/2" EXTERIOR 61RADE I��I�" 1 1 �5/4" x 6' 'AZEK' TRIMSOARD PLYWOOD SHEATHING A >_ I ago q�, 4 <� �OFIN SC,�,o c\ DETAIL <.. /� DETAIL �d TYPICAL GABLE END & RAKE BOARD j G DETAIL @ SOFFIT DETAIL @ CONTINUOUS RIDGE VENT +4)14%.411:$1, `tre�� 0 SCALE: 1 11/2" = 1'-0" SCALE: 1 1/2" = 1'-0° 0) SCALE: 1 1/2" = 1'-0" `�� a3�'` y��� JF NDN (3) *5 STEEL REBAR I SEE FOUNDATION PLAN FOR I ;, no L date issues and revisions STEPPED FOOTING LOCATIONS 1� 8" x5" x5/8" `.; 1 1/13/14 REVISION _ LEveL y�, I" : 2 2/5/14 ISSUE FOR B.P. .. 4 ----4, f AN II/2. GYP.i3D.(IrnJ ♦ > -sx.rl;:c GROUT FOIL FACED BATT INSULATIONH I 1 b I FLOOR JOISTS,SEE PLAN 41' ..IA.. O ' Q 1/2 EXTERIOR GRADE I 4 ' ' ' • • PLYWOOD SI-EATHINS ► '' . ' k y • . • �i •• �' •` • •• O CI • ... 1/2' DIA.THREADED 15*FELT 1r I 2nd MOOR i •a o • '�-� RDD EI EPOED 6' t!=! u....-..-... - .A • • KN.,TYP;GAL FOr�(2) �: CEDAR SIDING ! __ __ ^ - ..� :! a•. : .: = I. I' 4. I. 1. V , � FLOOR TO FLOOR '- %' : ..�. : f 8' / I`• .. STRAPPING,SEE1 1 4' 44 41 • .•H - ••• 'i i l a US �Ji''ZAPE 50 �1 DETAIL I p ' - 1 STEEL Nil.` t VM 8 h`LP �� ila.316. I-8 I, • •Y_ dY�'✓E7oELEGTRoP Sheet inf ormct or I I/2. 6'f'P.BD.(rYPJ �t EXTERIOR STUD HILL, date: 9/30/13 SEE PLANS FOR SIZE I 111‘.h.r tIr FOIL FACED BATT I FLOOR JOISTS,SEE PLAN scale: AS NOTED INSULATION HDETAIL @ STEEL COLUMN BASE PLATE drawn by: JJS/AGG NE. . DETAIL TYPICAL STEPPED FOOTING FOIL FACED BATT INSULATION 1/2 EXTERIOR GRADE 6 PLYWOOD SHEATHING ti► ..h .,,. .: ,. - ..�., . w....._._.,. ,- checked Y JJS ,: " b : 4 3/4" PLYWOOD SUBFLOOR, 0 SCALE: 3/4" = 1'-0" SCALE: 3 = 11-0" . r? approved by: 15*FELT ►�, GLUED ! x� (TYP) JJ S ,1 4) 1 ►��I . _____ ...... Ist FLOOR SIDING -`_"-"`...... `_"" '-A ' CENTERL.IN . OF STEEL COLUMNS, SEE SILL PLATE TO STUD , I 0, • *** T.. BASEMENT PLAN FOR LOCATIONS ETAIL STRAPPING,SEE I I► � (4) 3/4" DIAMETER STEEL ANCHOR project number PP, c.5) C ,r�I © „ BOLTS - (2) 0 EAGI-1 SIDE I IL L f la 11. •� '(2) 2'x6'(AC0) PLATES ON I' BATT . • SILL INSULATION.PROVIDE 5/8" I I PROPOSED ALTERATION FOR: 4 .• ANCHOR BOLTS® 45' oG. 12' 5Tffi PIPE COLUMN, 5`E PLANS 1; FINISHED GRADE _ 3/4 STEEL BASE PLATE H/ I' I I PITCH FROM EACH CORNER.BOLTS SHALL POURED CONCRETE LEVELING NON-SiEZOUT �— ° EXTEND AT!-' "IT 1' INTO FOUNDATION HALL I I F — _ J •. �d I/2' EXTRUDED POLYSTYRENIr I I I=--=��/lli 4 CONCRETE.5 DETAIL 6 I I PRErt001LD E=XPANSION JOINT Wral_..L!� ,0001 " � h FOAM GORE INSULATION - i; • T� (4) 5 STEEL REBARS 0 12 O:C. I CONCRETE SLAB,SEE PLANS , • BOARD APPLIED ON MASTIC HATERPROOFIN6 EACH HAY � 13'1 !� 13.Fv . •d:. IN6 TO REM-ETHER-H..5-4:011111" • BASEMENT/CRAWLSPACE V2• 1/2" PREMOLDED EXPANSION I I` MASTIC HATERPROOF -E111—:=111E11 —_ ' • I JOINT x x x x x x x x ` •• Ic4� POLYSTYRENE FOAM GORE • 780 King Street BOTTOM OF FOOTING = _ = 11 000°000 . a INaRATION BOARD APPLIED '' •'. =1 I 1=11 I-1 11=Ho olC;bi 0o, • 4• CONCRETE SLAB H/6x6 ON MASTIC WATERPROOFING • E €. New Suffolk, NY 11956 (TYPICAL) BASEMENT , POURED CONCRETE l 11=111-111-111)0° )0 10/10 ( NT) OR 2' - . °0O 0°00 o °O 0�j0 ,°°o o �o o °o o°0O. �I I II I II III I II I1=—=00000�000� aCONCRETE SCREW BARRIER oN t�rli vA�P 2•x4• I�YHAY A• Go� fO�O�°�O °P�ud l q • I • 4 )��0(�o�0(�go�0 0' FOUNDATION WALL01 . I h '.cREr�SLAB wv H.H.F., �— � I—� � I—�—� 3/4 AGGREGATE (rYPJ =1 1 1 111111 i Q , , ► ' ON COMPACTED FILL I t=1 I I • 0 C�C�11' •1•• .•••. (SEE PLANS I I I I I I I I I I I�I I I I I Po(),' 99001I1-117---1 C_= I I—I =I 1 I= I o)000 III=1 °° i00 * • _� ° a � � '°°o _ -11 — — / 000 000 • _ 10 o �.•o �� .; �I— (�6� .��� I _I 1 1I III III a.. Drawing Title � : �o0 00 II—III • COMPACT FILL - — I—I1 I�°0o'r::Ao�o°°�o(� ° CEMENT BEVEL I 1 I IO*1o•4• 1; Y• — �Oo� �OoO- 11 =1 I U -(;60(o°,O�OC� • •' G STONE BASE ll-ala i 6C";1 °! • •. �.,z.-:- 'x • III I I Y0 . . O d © 4 ® _ © °Oo ° • II PRt3~(oLDED EXPANSION JOIIIT =11111_=,)0O00000000� COMPACTED FILL 1OoO00O0o0 " •• ' ~ - — :III o 0 0 0 0� —IIII I��o°; • A ��--I I: 1=III-I '�0 �=;!����00 —III—II 0 Oo.�o°I '• • _.••..: ...)•7470:0)4007040o it X01; ��� 2• MASTIC DANT _ - 1 � • -e, - •*-4 _ _ O O O O O O O O w O ,( •• �� e. . `•0-!el•1.! III ��• • • • •- • •-�i -�• •-�• • •-�O O 111=111 ` 0 0 0 0 Oa 0° Oa 0° Oa --16 .1c9•,-,-....° d • 1=111—Ab.. 0/ •1- : :- -111= -I I 1-_-)Ne n °c�,o�j0c�0 ?70, o 0c,0 c,n 0Rn °c o °cQQ____III - FOUNDATION, ROOF, AND i-111 50 ••j e_ !_QO() • , •. 4 PERFORATED PIPE IN - -=-- ,c)O Oo :• • • : .• •.: 111 kv--c >,-)_,m \,), ,Rn l�`c ,,m >r. c-q yq ?.gym >r q C )1 o Oo o Oo o . -- ° • Alm STONE FILTER H/FABRIC '_ ,'-'-'---110_• • •_ III=(i i— II—Ili— 1—(i —iii—iii— 1—(i I—iii—iii— I—I — COLUMN DETAILS 2 x 4 KEY MIDJ - _ ::-, ...o,.ry'`• —III— I I—_ � — _—_-1 — 1=11 h 'o •i I -- oma 1 0• o• l l• •i It K,SLOPE TO DRAIN 1El I =11 =1 I 1==111=111=111=1 I 1 111=1 I = 1 =1 —I I-1 =11 =11 -1 H H HI I—I I —H H — I : -1 11=11 I soL__,E ,, �8•� - ,, n(io• c�� �o• (�,�n �°. = I I- — 11=1 -1 11=111-11 I-v._ III III II III I I 1—III III III I I Iii III-1 I I I I 11- 00 =11�=1 I (I-I�-(I 1= -I1T 11-171-1 in 4" PEI�ORATI� PIPE IN X5"1 =111-�0 • •STONE FILTER H/FABRIC - °00 off. 4 " . ° • Ill-111-111-111-111-11-111-111-111-111 SOCK,SLOPE TO DRAIN 1=1 I I-1 I O(°•'0� •'4 _ _ —` ==111=111=111=111=111=111-911=111911- 6 MIL POLYS sm PLAN t G o (3) *5 CONTINUOUS STEEL PouRED CONCRETE Foams .I 11=11 —_rl�r_�=1 11=1 I I—III—III—III—III—I 11=1 I I_ I I_I I I—I I I_I I I—I 11-111- VAIN BARRIER o / 4 ` — 11—I I I—Ill—Ill—I I I=111=111-111—I I I=I II—I I I—I I I=111=111=111=111=111-1' RI:-eAR Hv(2) *5 BARS(SEE PLAN) 117-_111E-111—E1 1=111=11=11-a1177-1--11 1=1 I Ell I-1 11=1 11=1 1 1E1 I I-1 I I III, I I'- I 6" CRUSHED STON BASE 1 H 1-111-11 I-111-111—I 11-1 I I-1 I 1—I I 1—Ill-111-1 I I, ,I 1 I,,,111,,,I 11,, I e g Sheet 11—I 11-111-111=11111=111=11 ,111=1 I 1=1 1'— >!O'rl�: USE 3,500 PSI CONCRETE MIX '. ., ---,--m-111-111-111—,, I COMPACTED FILL OR DETAIL @ IYPICAL WALL DETAIL @TYPICAL FOOTING uNVISTvRBm SOIL DETAIL @ STEEL COLUMN BASE PLATE ' � : ._ . ., . , A o 2 E w p ..�Y..:wN.,yr ..al...,.w. aw.:.:e....,..t. ay......�-....0.p...y., »r-:.�R a♦.w..c., ....Re.«_.;,e..max..4..n.�.n.•n4 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 1 1/2" = 1'-0" 12 of 14 / 8.. 71/ /2 I/4'/ -----_ip__ . JOSEPH J. SCARPULIA 3/4" CLEAR. PINE ARCHITECT 3/4" CLEAR PINE TRIM 3/4" CLEAR PINE COLUMN COLUMN Kw4AP I 5/8" SHEATHIN& ' El 5 1/2" 3/4/;/2 1/4"/ �\ N� �� 3/4" CLEAR PINE ��'C�IIC;C��re / 5/8 SHEATHIN& 4" X 4" INTERMEDIATE f \ /. "' 5/4" (SEE PLAN) /`, 7 3/4" CLEAR Plir'E /A. $ 5/8' PLYWOOD SHEATHING `a / " ' ' c o � . '� 251 mann sheet / 2 x 4 INTERMEDIATE / N At , “---) _ hunt Ston ny ig7 3 COLUMN (SEE PLAN?_ i N r 3/4' CLEAR PINE TRIM �o N m7 9, - www.jjsarchiteet.com CV 631.673.3o73 ..//..Z. 2 9/b" /- 3/4"X 15/8' CLEAR PINE `� , CLEAR PINE WIRE OW cn 3 •42 r• 4i WINDOW STOP , STOP \\\\� — >F�x:6 83/4' x 1 5/8' CLEAR PINip„,, Q I' 4, .,:ry �.:,.,, .a a_.., .m. FLAT STOCK WINDOW STOP 1 n CLEAR PINE WINDOW OR �.` o CLEAR PINE W19 OW OR • . _. a, h . . SCREEN UNIT FRAYS N SCREEN UNIT I 1/2" I /2'1.3 3/4' 1 HAFFLE &IRU-BOLT LOCK CLEAR PINE WINDOW OR / / .��'' / OR APPROVED EQUAL K OR APPROI/ED EQUAL SCREEN UNIT FRAMES / 5 ,,81 / V ---_____________cp__________ DETAIL © SCREENED PORCH RAIL CONDITIONS (SECTION) D ETAI L © SCREENED PORCH INTERMEDIATE COLUMN I . 0 .. _ +,-,Fr1^ ., ,, .,.. , , , L._-___ SCALE: 3"=1'-0" SCALE: 3"=1'-0" © 2013 Joseph J. ScarpuUa, AIA All rights re:ervec DETAIL @ SCREENED PORCH CORNER WALL (PLAN VIEW) 21=01 6• SCALE 3"=1'-0" EXIST.I FO(JNPATION LINE OF4"x4" AGQ v ED A19c SOLID WO0J COLUMN J Ge. I/2' H5. STEL LAO • <, 27.tivi7,, JOHN Siii9(.,.>/:,, •PROVIDE 3/4" x 4"SOLID WOOD BOLTS .q `;'` AfOGK!? AT 12" O.G.'VERTICALLY „ • . wtI■�■� ACQ LEDGER BOARD, •<; i �d`flt'l , ' I' L! ' OF GONTIN�JOUS 3�/4' SEE PLAN ct \��. ° . lit=1 'TEXTURED 'AZEK' PANEL. : < •• 836 .k0 IIIRIVuwn..\ VI> _ 14 O BOLTED TOEXISTINSPNEW- •-� —It_ II; r,;$0 NE �`�L %4' PROVIDE SOLID STOCK 'AZEK' ,, �_ _� FC;" ATION . a' �4 . PANEL MOLLDINs • Issues and Revisions 'DYKES" *144 WOOD TRIM 6" STA( GER )a 24' -...• A FLOOR ELEVATION SECTION no # date issues and revisions Qtdi SECOND - 1 1/13/14 REVISION ..........�'��'' DETAIL @ WOOD COLUMN FOR RAILINGS DETAIL BOLTED LEDGER ..^' � � - ' 2 2/5/14 ISSUE FOR B.P. ' 1 SCALE: 1 1/2" = 1'-0" 41) SCALE: 1 1/2" = 1'-0" 2" X 8•W/I' X 8' FASCIA 1 SIMPSON STRONG-TIE Nn5I2 (14 10d NAILS) BOARD � INSTALL STRAP AT EVERY 1 i T.D. SOFFIT i T.0 le. — 1 �xc �1 iiii IRAFTER TO 1-EADER �� CONNECTION (TYPICAL) *IF HMEI FIRST FLOOR WINDOW ki T 4 6 'AZEK'BEADBOARD // vis4s 4. HEADS AI:O TO RECEIVE FRIEZE BOARD SOFFIT W/CONTINUOUS 2' / SCREENED VENT rn ;t / PROVIDE LEAD CAP L= 14 )1 )1 M K / M PROVIDE FRIEZE BOARD SOFFIT(TYPE I n o rm i t;�on 1' GONSISTINS OF 5/4' SOLID �} 1\ STOCK CLEAR PINE, "17YKES ! I PROVIDE TYKES' *185 I date: 9/30/13 *531 WOOD GROWN PANEL MOULDINS N I TERRA GOTTA FLUE c.. IDECORATIVE COLUMN I PROVIDE 5/4" 'AZEK' FLAT )*L ——-�l scale: AS NOTED WRAP,Sim PLAN STOCK 14/2 3/4'ESI 3 MANTLE (NIG) 3 I/2" x 3 I/2' x 3/8" / \ "AZE " TRIM STEM- AI Li= - - drawn by: JJS/ACG ' WRAP BEAM W/3/4' SOLID STOCK CLEAR PINE TRIMI ` r r STEEL. DAMPER // \\ checked by: JJS -PROVIDE 5/4" "Are4" FLAT PROVIDE 5/4' X 6' CEDAR / STOCK KINVOIAI TRIM '7 K // \\ approved by: JJS DECKING AT PORTICO AS GEMENT FILL /CG \SU35TRUGTURJ= -SEE1,Y"1 WINDOW,SE€ T�6�.A55 — I i i iI'' PLAN FOR LOCATIONFOl1NDATION PLAN FIREPLACE Doo S Iris, (2) 3 1/2"x 3 I/2" X 3/8" PROVIDE 'AZEIC" 51U. POLISD SATE IS" -EARTH, RAID(S 1:0- V project number �I i PROVIDE AZIEK 1� 11= e FIRS{GK En I I PAlud. MO!lLDII� I V4' THIGIG MIN. I_ \ir 12 Ist FLOOR PROVIDE 5/4" "AMC' TRIMi'= [, A. — — _ 1 — 20'MN. G NiASH DUMP ¢ ,. PROPOSED ALTERATION FOR: _ l ••S I , DETAIL ©TYPICAL WINDOW(FRONT) .... .1-,i��v; ��� 4'lr REINFORCED CONCRETE Walsh ACO DECK JOIST,SEEPLAN I • .'.. • SLAB W 84 R£3AR5 0 6" OCG. f I fib �� �� STONY VES 4 . —_pi h�021ZOY�ITAL AND VERTICAL7/2//,2"////7//,///;;2//j/////7///:///:///////j%/ /// //// // /// // ►I SCALE: 1/2 = 1 -0 �` / / ;,,,;,,:�,,;,,;,,;, / ienCAGO GIRDER,SEE PLAN I 711" / �/ �/ �/ ////,/�FRESH AIR INTAKE //////i///i// D / //�/////// Miiii�iii�ii% ® /////�iii�/ 4"X 4' AGO POST W/GAIN. ) I: 780 King Street "51MF��ON POST ANCHOR, ® ITO ASH PIT BELOW /'//,,/,//,,/// // ///�/////" �,/,,�,,// � /'//;/////� // �. .. New Suffolk, NY 11956 BRACING PROVIDE LATERAL BRAG ���/iiii�//` a` ♦ �• ,�'ii��ii�i/i AS REO'D. BLOCKII � ROTE. FI LACE SXALL CONFORM ,, A TO ALL REGU{REME S SET FORTH IN 14 PROVIDE 12'X12' POURED ; Th'E N.YS. CODE CHAPTER 10 R 1001. CONCRETE PIER ON 24"X24'XI2' THICK GONC.RETE RE REM NT TO VERIFY ALL f FOOTING TO SUPPORT 4'X4' P�1111��P�tdT�a' PRIOR TO i Drawing Title WOOD POST(TYPIGAU 14% p0 £ W�- "T' GONST1�1JGTIOI�l. m 11 D E G AI L TYPICAL FIREPLACE ' ir' ~ SCALE: 1/2" = 1'-0° FOUNDATION, ROOF, AND II 111 , I , I I , —— , I— -= ` COLUMN DETAILS I I I I I I I 1• I > WINDOW,SEE PLAN FOR LOCATION FREPLACE SCHEDULE Q -_ 5/8"x4" "AZEK• TRIM FINISHED FIREPLACE OPENING ROUGH MASONRY — L- VERTICLE SLOPE SMOKE ASH Sheet NO. WIDTH HEIGHT DEPTH BACK BACK BACK THROAT WIDTH DEPTH CHAMBER FLUE LINING C , HEARTH DETAIL © PORTICO DETAIL @TYPICAL WINDOW A B C D E F G H N J K L M14 AIn ? ' ,u { 23' 21" 8 3/4" 44" 20' 27 15 I/2 � INTERIOR 4" x 8" RAISED 6 SCALE: 1 1/2" = 1'-0° SCALE: 1/2" = 1'-0" DIA. 13 of 14 I, .:. : 1,,, 1 JOSEPH J. SCARPULLA ,' ARCHITECT JOIST DETAILS Plate nail-16d 1 ® O �.,� > When sheathing exceeds%", IRC 502-7 requires lateral Load bearing or shear wall above INTERMEDIATE BEARING ALLOVJABL HOLES - Tuilo Joists 1architecture ,id (0.135 x me at Floor panel nal-8d e� (must stack over wall below) - r Load •bearin or shear wall i' • trim sheathing tongue at rim board on-center restraint(blocking)at all NO LOAD BAM('.!ALL ABOVE gElWeb Stiffenere2x stud wall at (0.131"x 2X")at 6" =Plate Hall-16d(0.135"x 3Y2� Intermediate supports in above(must stack over wall rfo awd urt Mi .ditrtance from Table A so�weAdb I Mln.dlstanee from Table B 1X"hole may be cut Plate Hall aneranere in weboutinteriordesignrequired each side at 16"on-center" ;i1 Seismic Design Categories e• Web stiffeners required below when present) Hobe M •- y,.,,f)4•M cantilever f" Plate nail Web Stiffeners re rtlred i side of hatched zone ) I� '4 .�� each side at 31"x K. IiI :oe•s 'j ��(� Floor panel nal-8d(0.131"x 2J1'� \ I 1 at A2W --/ q DO,D1,and D2 to Blocking Panel each side at B3W hatched § 6 Blocking 1 at 6"on-center" strengthen the floor M panel ��I' i' Attach panel �' .�/j Blocking panel P r 1Y'TimberS`trands LSL diaphragm. �� 2x4 minimum \ • • DO NOT per code or r squash blocks ❑ cut or notch Hangs. ® \� Web Stiffeners re icedrim board.' \�� ' 0 C e"��// �t� ° ' s cfiCation \�I \� \ I _ \ ///��e" O e �j/ � �moi „� each side at Pe IP .a+�!s " /l '1 - 2 1 ►. Toe nail-10d(0.131 x 3'� B1 �.- x rj main street \ �� 6" L, 2 x D, D1 Cbasly grouped round 2 x D Rlrr-to Joist `�,��� .� i 1Y4•TimberStrande LSL or 1 at6"on-center ® /� \ �\ ` (-- *„� minimum holes ere permitted If minimum �� u�tti` 7�r3 12' -L2 Lz_ z 6 5' ,) \`I I► rain. ` i )is" ` Ch,�. i. 1111!$" 011 Il 11 nail Toe Hall �\ I \ lLevel*1X"rim board.' When sheathing thickness Il) 4111111111*//=I I� ® I Web stiffeners �^- (appliestoauholesthe groupper rooter -,,t-�� � %' ToeHall-10d 0.131"x 3 exceeds%",trim sheathing For rim board thicker than 1 / IAIN �� required on each except knockouts) meets requlroments for • 'www"""Sa1rC117tteCt.CO](11Toe nail v I ( Web stiffeners (h ��. )�(� ���� 'on-Center" tongue at rim board -AttachTJI®Joistto rim board with one 10d(0.1285f3"} � ; side of both jestround or square holes.® required each side at I' ends at 64W Do neon :anail.Top nail from TJI joist into rim board. I/ wr ho/es/n cantilever ,.i Web Stiffeners TJI rim Joist For rim board thicker than 1 properblocking -Connect corner with four 10d(0.128'7c3y nails.Toe nail 61W and 62tN Table A -End support Install to 3 required each side 1 -Attach TJI®Joist to rim board with one 10d(0.128 XJ'� support all panel edges from side ofparallel closure into rim board Blocking panels may be /� Blocking panels may be required End of joists at centerline Minimum distance from edge of hole to inside face of nearest end support re/ntorcement 631.6']3. 'ro7 Must have 1/4 minimum �� of support at Al W nail,Top nail from TJI s Joist Into rim board. B2 * required with shear wails B3 B3W with shear walls above or below 0 B4W PP JOIST 5s, + ""`-r* fax:6 1 e A2 ,42�y Jo/aan'ngends.Attach • \/ abowe or below-see detail til ) DEPtt4 TJN "SURD WOi-I~ .. ._:: SQUARE OR RECTANGULAR lIJLE SIZE r® O r/m JoistperA3 detail. /� /� -Connect Comer with four 10d(0.128' nails.Toe Hall See!Leave/TJ/ Joist Speafier's Guide,#TJ-4000,and (See detail Bt 3 � �� from side of parallel closure into rim board A3.4 'Level®Rim Board Specifier's Guide,#TJ-8000,for �� 2" s^ 4" e^ 7" s:4^ 11^ 1a" a^ s" a^ s' sso' 7^ s�5 1t" 1a^ A3 A3.1 A3.2 A3.4 110 1'.s• r-0' 2'.cr a'-a 5'-0" r-0• r.s 2'-6" Vs 4'.s A3 -\/ "Conventional construction code minimum for use with W additional Installation specifications and applications. yA 210 14' 2-0 rs 3'-0" s's r-0 247 2'4" a o 5'-0 . A3 only.See the!Level TJI®Specifier's Guide,#TJ-4000, Nal through 2x cantilever,wood backer and ° r-0" r o• r fr a s s'6' r 6" r o 3'D e o ��c �� 'IX"TimlberStrande LSL or!Levels 1Y"rim board. 9 11 o r-0" 1'-0" r-6" 2•-0" x-6" 7-0' s-6• r-0' 1'-6" 2'-0" 2' a'-6' 6-0 6'0 t; A3W AW2 and the lLevel®Rim Board Spectifier's Guide,#TJ--8000, "- Na]with!tOd(0.131'x 3")nails,one each at topBlocking TJI*Joist web with 2 rows 10d 210 r-0' rs r-0' rrr a'o• 3 s c-0' r-0' 1'-6" 2'-6' 5'-0' ss s•s'\/ \/ forA3.1 A3.3 installation specifications and applications. reinforcement length of TJI s joist 8"diameter maximum hole for 11/ and bottom flange. Nail to blocking panel with panel (0.148"x 3")nails at 6" 11X- , 230 1'-0" r-6' 7-e• r-6' 3•-tr' 3'-e 6'0 111':-o"-T-6; o 721::76.7 a _r e 3•34...; s s s c T o reinforcement and Oiler 16"deep blocking panels;6'diameter 1Y"TimberStrande LSL or(Levels 1X"rim connections equivalent to floor panel schedule. on-center,clinched.Use 300 r-0" r-0^ 3-0' 3'6" a's s-0" T 0' 1.6' 2'-6" 3'-6" 4'•C 6'-6" tis r-6' block.Use 4'-0"length maximum for blocking panels 9X" board.Nail with 10d(0.131"x 3")nails /, I' 16d(0.135"x 3 nails vrtit 656 11:•.-6•47.-6* •-e- r-0" 3•-0" 4•-0" 25 e" e-0 s'-0 zs 3s a's s-0" T-0 TO s 0' 4'-0"length of 8"diameter maximum hole for 11 X"- with 9,ya•and 11 e"TJIe deep or shorter than 12"long. one each at top and bottom flange. Attach reinforcement to joist `� 3y"TJIe joist 110 r o" rrr r-0' r cr r c r-0' 3'-0' 5%.6" r-0" 11'1:--1 o' r c r-0 3'6" 4-0" s-0" a°• Web stiffeners , . " �. ' Load from above required both 8"diameter maximum hole for 11�/'- reinforcement 16"deep Hocking panels;6"diameter Diets. Do not cut flanges. with one 8d(0.131"x 2X") �� flange widths. 210 1'-0" 1'-U' 1.0" 1'-G 74 7-S' 3'-6" 6'-0" 1'-0' 1'-0^ 2'-0" rE' 4'-0' 4'-s 6'-s' e'-6' II. 9 .. qon one side at E2, maximum for blockingpanels 9J�' j nail at each corner �� 14• �° 1 0 1'-0 r-0' 1's 251! 6" rs a'-0 7.0. D r-0' r D- 2 0 3 0• a'-0" s-0 T-0' &o' sides at E1 W 16"deep blocking panels;6"diameter Attach reinforcement t0 joist �� / sso 1.-o- r-0' 14' z's a's" a a 6-0' 7-0" 14 rs 2's• as s a 64 8-7 :Y s• i 1' maximum for blocking panels 8Yz" both sides at E3 deep or shorter than 12"long. 1Y"TlmberStrands LSL or h Horizontal blocking panels EGO r-0 1'.0' r-0" a o' 4'8' s-0 a s" s a rs 3'-0" a'o s 0^ r 0 Ts s o' to 0' ® one 8d(0.131'x 2J�') ` Fl applies to deep or shorter than 12"long. Do not cut flanges. / levels 1Y"rim board.Nall with S� between each joist.Nail to top 210 1'-0- rrr 1-0" 14 r o' rs 2'-6" 3's s-0' r-0' 1'kY r o' r o 3'-0" 3 6 s's a c 11 D' § ': `1 bp, \ ii0.%•,;•:.�\ 10d 0.131"x 3 nails,one each E5 `'ail at each comer \ unttomtly�� YsDo not art flanges. { ") plate witlt connections equivalentI 1� zro 1'o r 0" r-0' r rr r s' rte" 3'-0 4-0" r-0' r-0' 1'0 r o" r o" 3'6' 4 0 r 0" s'-0' 11-0' �_ a ' �` 12'len ofloaded oists` �i\ s ' i+1 at top and bottom flange. j� to floor anel schedule. / J aDo r 0 r a r-0 r a 2's r 6• 434-°. 's" s's o'o" r-0 1'a r s 3 v s o s e a a 10'a t1 s- �1I�� �/� `/ 1Y4"TimberStrand LSL or ` IP ! 0` /I� renforcemerrt on \ 0.....•,,,ji P II! ,A only. ESD 1'0 r v r 0• 1'o z's 3 0 s 0 T s",ta-0". r-0' z'a a'o' a c r s r o 1a-0' 1r-0 1r 0" `. 0Ia Attach reinforcement to ./ `� one side at ES, ; V� Wood a t� „ sU�. ��`�' (Level®tYa"rim board.Nail tMtlt � /i\ 1 ` . / I f I 12'lengtit of -sv a^ s^ s 7 s 121747.4. 12' 1E" 1r a" s" s^ 7^ s' 10" 1a^ 1s' 1r' } } j 10d(0.131'x 3')pals,one joistwebwith3 rows 10d Full de vertical /gipboth sides at E6 reintorcementonbacker / ��"\e�e< oP�liso1'0 17:474,. '-0r 116:4.4"." '0 1'-0" 1'D s-0. 1a m ' I�\� •/! . I each at top and bottom flange. -0' �G 0.148"x 3' nails at 6" / / ;a1p ds ,a- -0' 111h( blocking between Ii (5. Ione side at E7 ae boa ssD 114:4.42e• -0• r v r 0^ r-0" 116:4...0.' -0' s o 1 r o 1-0• ra 1'4' a'o tis 11'.0" 1z o to s" I� / ,. (A on-center,clinched.Use 2 i bath sides at ES 1 1 �f0� 3,a r-0" 1•-0' r-0' 1-0" 1-D' 1•D^ r-0' rA" 10s r-0' t'0" T-0' t'-0" z's 9•°" 114' 1a-0. 15' 2x4 minimum I / Attach reinforcement A rows with 9 "and 117 " each joist ;/ / ca° On 2D" 660 r-0 $ I� i� to ret flange with 8d 0.131• �� ® Less than 5' Less than 5" ` r-0 r o r-0 r-0 r-a r o r a t r 0' r-0 1 0 r o r o 4'a os tr s 1a s 15'6 f y, �� / . e �d` Yz /a V. F 1 �e squash blocks k 9 ( �1 TJI joists. r ss x 2X")nails at 6"on-center, •s Table B -Intermediate or Cantilever Support 1Ya"Timbe"rim b ® LSL or - When reinforcing both sides, E4 E6 ES Minimum distance from ed a of hole to inside fess of nearest intermediate or cantilever support ?' Use 2x4 minimum squash blocks to (Levels 1X"rim board.Nail with Face grain Not for use with 3f/•TJI*Joist flange widths O a iA WEB STIFFENER ATTACHMENT f7 pp CS transfer load around TJI o%lat 10d(0.131"x 3")nails,one horizontal stagger nails. ap': Dem TA* ROUND HOLE SIZE SQUARE ' i O 11111------ Y" QUAGt�.Olt RECTANCsJLfai�:hiOL�s zE 2®13 Joseph J. Scarpl.11la AIS E1 E1 each at top end bottom flange. E2E3Option#1: 1" � e minimum 2" a" 4" 6" 67 7^ or 11' 19^ 2" 3' a" 6" 6/' t^ e,;^ 11" to t EXTERIOR DECK ATTACHMENT a 1ya•for TJIe 2/a"matnmumAll 10,E roc 1 TJI Joist blocking with end ( 110 2'-0" 2'6 3 s a's Ts r s• r s a'c s s• s s e r ed Structural exterior sheathing Apply subfloor blocks Installed at X joist-span 530,560D, II' _ 210 2-7 Z-6" 3 s 5.-0" a'o r-0' 3'0" a'o" 0-6' rs s47 joist) Web stiffener each side. 230 rs 3-0 4-0' 5-6' 8-6 74 3'6" a's 0-0" 7-6' ?: Filler block:Attach with ten 10d(0.128 x adhesive to all locations using With point load from above,instal web 110 r-0' r-0" r 6' -6' a'-0 4s ss r 0' r t 2's 4-0" T o T-0' 9s , .r two 8d(0.113"x 2 '� !' 3")nails,clinched.Use ten 16d(0.135"x Flashing IliaN*.** contact..urfacos •.� / !•III See sizes below. stiffenertight to top flange(gap at bottom 210 1'4' 1'4' z•o' 3'•0" 4'•6" s-0• 9'-rY' 1'4 2'-e' 3'•0" 4'0 8'4' 8-e' 1a-0" 3 nails from each side with 3 TJIe Hallsor TY Tight fit' flange)when there is no a pport below. t t�" 230 t'-a 2'-0 z s" a's" s'o" ss 1 a o" 1'.0" 2's 3'-s"i s4 8's e'.a' 1a•c 5}�7X" Flush bearing plate required.Hanger tts/gM:swst Joist flange widths. Use fifteen nails with Maximum Y4"overhang Treated 2x � \�� 2Yi"screws, Sao 2.0 3'0 a-0' sx_ T-0 rs 1r 0• z o' 3'6" 5'-0" r-0• a s" ars 11 0'/' ba a minknffm d'AOS: TJI®Joist depths greater than 16". Backer block:Install tiht permitted et beam. ledger .pi typical , Nai::ng Requirements Eso 1'•6" aur' a•-0" 5'-c 6.0" 8-0. 17-0' 3'.0" 4'-6^ 6'-0" a'.o' 1o'-s" 11'-0" 1r-0" . `�� A9 0 t / Deph L inimum Web 110 r o- t'o r-0 r rr r-0rs a's a c' r-0 1 D r o' rs 5'0 s a 9 0" 1z 0 , \ C/ \JI ofiolst d.Pth to top mount(tight to � a �' �`' ` TJI Joist Series , umber iL'ails(in.) Ssffen@r Size TYPe 210 1'-c• f'-0' 1'-0" 1'-0' 2'-S' 3'-0' s-6" 8's 1'-0' 1'-a' 2'-0" a'.r' 6'-0" T-0• 10'-0" 13'-0" 1 .,- ,r JOHN SC Y/�\,1Y"TimberStrand LSL ` End Intanntecimte c�Q 9p-+� btrttom flange With fdCE See fastener v ; ,f I� 14• 230 1'-0' 1'-v' 1'-0' 2'-D' 3'-5' 8-0' 6'-0' 1D'-6' 1'-0' 1'-0' 2'-G 4'-0' 6'-6• T-6' 11'-0" 13'-6" ' - or iLevele 1Ys"rim board. �" F " !; �' AGII, mount hangers).Attach table below.MaintainI r110 Ail /s x 2V6" 300 r-a 1 4 r-0' T4' 5'4" 6•-0" 8-6" 12'-6" r-o" z-o" 4-0' ss 8'-D" 104 12-0" 14'-0" t' n 'II � OptiOn*2_ 210 All 3�"X25/jg Sd 660 1'-P 1'-0" 1'-8' 3'-6' 5'-6" gs 8'-6' 13'•6" 1'-0' 3'-(r' 5'-kr' T-0" 10'-0' 11'-0' 13'•6' 1s-0' { ; 06 1 J` �I��� with ten 10d(0.128"x 3") J 2"distance(minimum)from �y I► ��-•.�"�, 11� / Zx strapping installed at}[3 230&360 All 7/8" S 0.113"x 2X") 210 1•-0' no" r-0' 1'-0^ 1.0' r•0' 3-6' s'-0' 1a4 1'-o' no" 1•-0' 1s 4'-s" ss 10'-o' 1rs' 16-0" r Top ie nails,clinched when edge of ledger to fastener. joist-span locations using two x 2�s' ( . mount i, • possible. ' }'- / �" s31 &s33 All 1"x 2/s" 3 3 �s" 230 147 1-0' 14 1'0 1-6" 2'o" a'o s '114" 1-0' 14" 14 zs 0-0" 64 las 13' 104 `'!L"��itgoiv.j''; '>ir hanger III'( ! 'I� �I I �I� Allowable Load/Factored Resistance(lbs) Zi !screws per joist typical 300 1'-0' 1'-0'' 1'-0' 1'-0r' 3'-0' 4•-0' 6'-6' 10-0' 13•-6"- 1'-0' 1'-0' 2'-0" 4'-0'_T-6" 6'-6" 13'-0' 14's 1T-0' { h r_,-�y I) { Backer block ► Fastener t�"TtmberStrand®lLevel®t�"rim board Otttion 1f3: 560&s47 All 2x4 16d 660 r o- 14' r o" r-0' r s' a s r-o 1 r-0 1s-0" r-0' r 0 3'6" s 6' a o' 1 D-o' 1a'6' 164' ts'-0' • Face mount •;\ • both sides of web / LSL rim board (0.135"z 3J� Directly applied ceiling 4" s" 6" 7" s" 10" 12" 1C' ir 4' 6" 6" 7" 9'• 10" 12" 16" IT' 4") '361 hanger with single TJIe iii"lag bolt 400/630 NA.l/NA 18" 16d 4 4 18" iso r-0' r o• r-0' rs• zs sa gs 1s-0 r-0^ r s c-0 s s 9'o• la's 16 6' 1E 6• j r '�O JOlst }�"lag bolt 475/750 400/575 et 560D 20' 2X4 5 5 BSD 1'0" 1'-0" 1'4' 1'0" 7-0" 047 10'0' 16'6' 1'-0" 3'6 5-0 8'6" 11'6" 16-0' 18 0" 20 0' EV v Web stiffeners required if sides of When specified on the layout,one of (1)This fechored reslsffinca Is with a "gap between the rim board and deck ledger P61 1,N 22" (0.135"x 3J2") 6 11 300 1'0 t'-0 1'0' 1'D' t'0' 3'-a 6-0 11-0 15'6' 1'4 1'0' 1'6' 4'o T-0 12'-6" 16 6' 18-0" 2l'o' 1 With top noun ardlo angers,baceerb►ock►equlred the above bracingo one is required O 20" ' H1 hanger do not laterally suppotl at H2 Ontylordownward loads exceed/ng 250 lbs or for H3 Allowable load determined In accordance with AC 124. �/ 24" 6 13 833D 1•-0" 14 r-0- 1'-0" T-0" 1•-B' 5'-6" 12'-0" 1B-0" 1'0 1'0 3-0" 6'o" 8'6 14'0- 1T 6 19 6" 20fi" least X"of TJIe Joist top flange Rectangular holes based on meeauenront dray peat aide q Corroaionfesistant fasbertsrarequiredfor wetserviceapp c."ons. ��a rh •e s• r• ®ns uplift cond7tlons. S Z Ole: Zono 1d Z CI S • Holes may be located vertically anywhere within the web.Leave)B"of web(minimum)at top and bottom of hole. : . date issues and r FASTENING of FLOOR PANELS • Knockouts are located in web at approximately 12"on-centsr,they do not affect hole placement revisions Guidelines forClosast On-Center8pacing per Row FILLER and BACKER BLOCK SIZES • For simple n 5 minimum uniformly loaded joists used In residential applications,one maximum size round hole may be located no BEAM and COLUMN DETAILSTJIa(tt R6nBoard t 2. TJle Joists 110 210 230 or 360 560 • p pa ( ' ) Y ) pP Y Nall Size 'Level* Tlmber8trand•L8L attcroffams Paraflarrre at the center of the Joist span provided that no other holes occur In the joist I, 110,210, 300 and ix- 9,14"or I 9)4"or 14"or 9X"or 14"or 1a"or r" 14"or 1 a"or s and 230 560 1)4" TimberStrand•LSL or wider LVL PSL Depths r 14" r r 11� • Distances aro based on the maximum undone toads from current iLewl Iffier s guides.For other load conditions or hole r` 11,4" 11/" 1s" „ti^ 10" 20" 16" 20" �e g i' ': 1 1/13/14 REVISION Ed(0.131"x 2)4") 4" 3" 6" 4" 3" 3" 3" Filler Block m 2x6+Va" 2x8+X" 2x6+X" 2x8+X" 2x12+X" Two Two Two configurations use(Leve!®TJ-Beanie software or contact your!Level representative. BEARING FOR DOOR BEAM TO BEAM BEARING AT 2xs 2x8 BEARING AT WALL 10d(0,143"x 3"),12d(0.14a"x 3Y.") 4" 4" 6" 4" 4' 4" 4^ (DetrJI lag) sheathing sheathing sheathing sheathing sheathing ? 2c8 2x12 q �? 1DRWINDOWHEADER CONNECTION CONCRETE WALL ALLOWABLE/ BLE HOLES - 1-leaders Beams F 1Y4"TlmberStrand* LSL or lLevel*1Ye" 16d(0.162"x 3X") e" s" 18" s"a> s"a! 6" s" Canti:ower 2x6 2x10 2x6+X- 2x1 o+X- 2x6+X'• 2x10+X' Not I� � 1'� and ) i 2 2/5/14 ISSUE FOR B.P. Sinop per code if top plate Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable o e, rim board or blocking for lateral (1)One row of fastenerspermitted atabtdngpaneledges)fordia re Staggerrob when 4'oncenter spacingand )t' standpanel applicable !.SSI=Timb..rStrandtl�LSL I".�.aC:erS and BeainD Is not continuous over ( diaphragms. n9 !° edge (Detail D41 long long 4'0'long s'-0"long 4'-0"long 6'-0"long , support distance.For other apq catioro multiple rows of fastsnere ere permitted f the rows ars offset at least 14'and staggered. header "(21 Can be reduced to 4'on-centsr r nal penetration Into the narrow edge le no more than 1 r4'(to avoid splktlng. Beaker ' ,ale n> - 2 x diameter of the r' (DiL"' �"ori" �"or%(" 1"Net Dc6 2x8 2x12la est hole minimum I"i or h ) r9 ( )•Recommended Haiti Is 1 Y oncenter h field end 6"oncenter alo anal a s. •14 a,sb ss ma be substlhfted for Bd 0 113 z I01% "' n9 n9 P d9 9 PI Y ( 1(i Knoceaaary,!geneses Pllerarrdbe°kerblodr treydMfor)mxmorrK end meinewr Ya at top dot;see detail W.Faerendx-'depth Allowed hole zone ;4 II Fastening requirements on engineered drawings supersede recommendations listed above. 2J4")nails if minimum penetration of 1'into the tt•e&Mrgfora aboutda°eaneodete regr6•d,wi0,v a arfraR spatting f2'rrrnmra»f°rtbdmra�bcka end 2a•minimum tarNblbbckaj. / r I�'Nt. �I 0,.. 01110 q TJIejoist or rim board is achieved, ixill I ITop mount ( rII •Revel recommends using anon-polyurethane subfloor adhesive on all contact points )0711H ��i 1��% /�' �I Nan er tIbetween panels and floor framing. •Maximum spacing of nails Is 18'oncenter fort Header or Beam Maximum Round III (' I' i1 9 II Face mount Protect untreated TJI*joists. Joists must be laterallysupported ° ° e e wood from direct •Nailing rows must be offset at least34"and staggered, at Depth Hole Slxe a ' cantilever and end bearings by blocking hanger contact with panels,hangers,or direct attachment to Column L7 CJ LS See current lLevel®literature L4 concrete • i` \/ 9ya"-1Yz' 3" # i a rim board or rim joist. Safety bracing(1x4 e^ e" 11y4"_„�. 35j" for framing connectors Silent Floore joist framing minimum)at 8'on center(6' , -'v- -iv.. 14"-16" 4%" does not require bridging Or on-center for TX*110 Joists)and See illustration for allowed hole zone MULTIPLE MEMBER CONNECTIONS g extended to a braced end tt a:l. General Notes Sheet ems " sem " sa!�r t+� mid-span blocking �- / E1 Fasten at each joist VJiih • Allowed hole zone suitable for headers and beams with 3 Cdr It a i✓ rr Y If f®1 fd Y C �®ri a FOR TOP-LOADED BEAMS(1> �' #. \ two 8d(0.113"x 2Y')nails minimum uniform and/or concentrated loads. I,. - `/ (see WARNING). : • • Round holes only 9/30/13 13;"-Wide Pieces: `. `/ ,ryit • No holes to headers or haeme In plank orientation. date: •Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. �j■ /� � (If,: ' f r: •Minimum of 4 rows 10d(0.128"x 3")nab at 12"o.c. DO NOT bevel cut �%/0„.. �, ' Other!Leven®Trus Joist®Headers and Beams 7 : ..: scale: AS NOTED for 14"and deeper beams ELEVATED Joist ■ ' p ® ` 911 .`i i Micro LVL '' B },` •If Using 12d-16d(0.148"-0.162•diameter) BEAM ON COLUMN BASE COLUMN BASE beyond inside face Al Rim board joint 1.3E TlmberStrande and Parellame PSL kp of waft. O , ` between joists LSL hole zone hole zone 2x diameter of the -. . drawn by: J JS/AcG BEARING AT gals,the number of nailing rows may be COLUMN CAP F2 `i� AI`,,► `/t >o DO fdOT overhang seat cuts Y depth ��� ; ,.largest hole(minimum) �,COLUMN reduced by one. O ��� on be.ms beyond thin insideDo NOT w4 notch or drlfl ''� / V O face of support member. checked bY: JJS Will•Piea•s: iii ��. �`� � I I1 /•)y(jnimum of 2 rows}�'bolts at I� I __- hobs a heado►s oted In a d except as MdJcafed fn i ., 5: / 24"o.c.staggered ( •• D 111 y fliusiraflofu and tables, It1110 111 \ '. �1�� /,�` /p . ` ri 11.1111e191 i approved by: JJS t. , (1)Lead must be applied evenly across entire I `. :;:,_•r:: ;.• ` Ni .� Miorolieme LVL and \� beam wldlh.Otherwise,use connections for ►sleds loaded beams. gi TJI®tun k k 0 ' ���'# Pleader or Beam Maximum Round,� m®PSL® lDepth Hob Siasr/ 'II �/ 1X"TlmberStrand LSL 3 >a 11411,91,1110boo.' / 'Irlb or iLevele 1X"rim board. 5 Z'' 1 4"Verify column capacity Optional .4.10... and beam bearin Addltlona/Halling or bolting maybeP1 PS non-shrink length.See currentLgrequired with s/de-loaded multiple-memberO gr Od 1.3E TimberStrande LSL aaowed hole zone d 7j,•-20" 2"O !Leval®literature. Cbeams.Refer to current product literature, / �'I ��i�, ` SwiilusiraLontorAllorwdHoleZone : protect number fj /:91 �jIi� ' L1 /!�II ` '` // % , General Notes : I 3 'flip , ���r.0 ` • Al;owed hole zone suiable for headers and beams with uniform loads only, A� / �' .r� • Round holes only : TJI®JOIST NAILING REQUIREMENTS at BEARING �� o 40(/l.�; �� • No holes In cantilevers. i, PROPOSED ALTERATION FOR: T.1110 Joist to gearing Plate Squash Blocks to TJI®Jorst O IPTr � � ` ' �� • No holes in headers or beams in plank orientation,ti - tY"TimberStrand a LSL or (Load bearing wall above) I /�//Y♦ y level*1/a"rim board. One 10d(0.128"x 3') _\ 0 �� • �1 nail into each flange �� �, > . -- [7 . Use;X31 or B2 ati One 8d(0.113"x 2Yz7 / INSTALLATION TIPS � intermediate bearings //� •/�. , laterally ! e s id e c e nail each side.Drive �I r� with load bearing or �/ i • Joists are unstab,a until braced nails40 et an angle et =- �� ��' Subfloor adhesive will Improve floor t• i shear wall from above •+ Bracing Includes: ; • Bbdd •Sheathln • Shut Linea •Hangers •Rim Board •Rim Joist least 1)�"from end. � � ` performance but may not be required. Endo joists ` �_ �„ ` � g' at centerline 1y minimum bearing at so asedeter!B2of su ort Braced endwall- •3 "minlrtwm Squash blocks and blocking panels carry PP '/ see note 3 under :• 780 King Street end supper X 4or ��' �� } tt at intermediate support stacked vertical loads(details B1 and B2). \ AV. WARNINGr ;,a;, New y 7// 11:0,,Ai- Packing out the web of a TJI*Joist(with web Hta""'A `` Suffolk,t olk, NY 11956 stiffeners)is not a substitute fors squash blocks = - Shear transfer.Connections equivalent to O O floor panel nailing schedule q \o , \ r y Ll, - 3 or blocking panels. iiiii,. rI '• Rim to TJI*Joist o ry `.w* IX"TimberStrande LSL or 334"wide TJIe rim When joists are doubled at non-load bearing o O T a! o lets } Lavoie 1Y"rim board or joist:Toe nail with parallel partitions,space Joists apart the width o • '$ D NO w k n Jo DO NOT walk on joists DO NOT stack building I " ' ofthe wall for plumbing or HVAC. o ji, \ until bf rtced that are lying flat mc:arfals on urrcr°tea'.hed ` �� 1%"wide TAO rim joist: 10d(0.128 x 3'� INJUi3YR AYRESULT One 10d(0.128"x 3")nail nails,one each side 1 3y2-wide TJIe • '• ' .•.- o /ice 4, ' ' ' ° Jo/sso.Stack only over �I) Into each flange of TJI®Joist flange floor Joist Additional Joist at plumbing drop(see detail. Exterior Deck eams or walls. 4 /� Q (c b i Drawing Title 7 Z "-2 "wideTJl*rim • .. �/ o Att:.Cl7mCrlt YJ.ftRflliNGNOTES: _ _, Xi,'" gra ' ;, '` \ Structural Lack of proper bracing during construction can result in serious ) til joist:One led(0.135"x 3X"wide TJIe t7t ' �/ ° sheathing accidents.Observe the followingguidelines: 6-4 3y')nail Into each flange rim joist , I� ��/ ° o 1111N, DO NOT use satnm D , U1 "minimum bearing T mew �I `° lumber for rim 1.All block ng,hangers,rim boardo and rim joins at the end supports of the TJIe joists must be completely metalled and property galled. ,Locate rim board Joint betweenJoists. °fe I I ° , board or Meeting, 2.Establish a permanent deck(sheathing),fr..'3ned to the filet 4 feet of Joists at the end of the bay or braced end wall. as It may shrink 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist ' TRUSS JOISTS DETAILS Y N 1Jfd Y Protect untreated wood o 4.Sheathing must be completely attached to each TJI ejoist before additional loads can be placed on the system. "e BEAM ATTACHMENT at BEARING Shifted Additional from direct contact with See ALLOWABLE •t' s lazta:latlon. 5.Ends of cantilevers require safety bracing on both the top and bottom Ranges. I G. joist Plumbing drop joist concrete 1)�"knockouts ° -' ® HOLES Use only 6,The flanges must remain straight within 1/2"from true alignment r 1Y"TlmberStrand* LSL at approximately • engineered lumber. or(Levels 1Y"rim board. 12"on-center 115 ® Warning:Drilling,sawing,sanding or machining wood products generates wood dust,a substance known to the state � Bearing plate to be r r�y �± pq p of California to cause cancer.For more information on Proposition 65,visit www.wy.com/inform, iiii t flush with inside face Ai 1 al ix ® ' • Drive nails at an See framing plan(If applicable) Silent i 'One 10d(0.128"x 3')nail eachangle to minimize or lLevel®Framer s Pocketof was or beamside of member at beari<n8.1Yz" Guide for minimum end and OSUSTANASLE IW.2S.T2V A ,Weyerhaeuser,lLevel,Microllam,Parallam,Silent Floor,TlmberStrand,TJI ,and Trus Joist are registeredminimum from endsplitting of plate intermediate bearing lengths. IRJmnvE trademarks of Weyerhaeuser NR. 0 2011 Weyerhaeuser NR Company. All rights reserved. Printed in the USA. )_ GraWrtbarSoumkq r Sheet May 2011 Reorder TJ-4015 r ' •,. A =I i: 41 14 of 14 i. i