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HomeMy WebLinkAbout49730-Z �o�OSgFPUL�1pG Town of Southold 4/13/2024 y� P.O.Box 1179 o _ 53095 Main Rd A- ao�., Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45125 Date: 4/13/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2310 The Long Way,East Marion SCTM#: 473889 S&Block/Lot: 30.-2-123 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/23/2023 pursuant to which Building Permit No. 49730 dated 9/20/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including front landing and rear upper level deck,to existing single family dwelling as applied for. The certificate is issued.to Misthos,John&Ioannou-Misthos,Antigoni of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49730 2/29/2024 PLUMBERS CERTIFICATION DATED A tho iz S gnature o�SUEFot o TOWN OF SOUTHOLD , �cay� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS,, PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49730 Date: 9/20/2023 Permission is hereby granted to: Misthos, John 2 Morgan Ct Smithtown, NY 11787 To: Construct additions and alterations to an existing single-family dwelling as applied for. Includes window and door replacements. At premises located at: 2310 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 30.-2-123 Pursuant to application dated 8/23/2023 and approved by the Building Inspector. To expire on 3/21/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $643.20 CO-RESIDENTIAL $50.00 Total: $693.20 Building Inspector o��oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 Q�yCOU�'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Mlsthos Address: 2310 The Long Way city:East Marion st: NY zip: 11939 Building Permit#: 49730 Section: 30 Block: 2 Lot: 123 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Abraham Electric License No: 52221 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 1$ Ceiling Fixtures 14 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 17 Wall Fixtures 10 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt DoublE Ceiling Fan Combo Smoke/CO 2 Transfer Switch Pucks 7 Dryer Recpt 120 Emergency Strobe Heat Detectors 1 Disconnect Switches 1$ 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, Elec. Cooktop, DW, Hood, Ice Maker, Mini Fridge Notes: Most of House Renovation Inspector Signature: Date: February 29, 2024 S. Devlin-Cert Electrical Compliance Form a SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: po DATE /L— 2-3 INSPECTOR OF SOGTyO� TOWN OF SOUTHOLD BUILDING DEPT. ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c@ �✓ DATE INSPECTOR SO(/lyo/_ qq ?30 o13(0 I - GO✓t I, / h 'o # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Wakt Roar 2 R.evo ClA,0,-K bt,.� �J 6 W6�"2 �v a tA)'lrLQ A04 IO CDJ`01 DATE o2 INSPECTOR OF SOUTyo� * # TOWN OF SOUTHOLD BUILDING DEPT. f��•�3� °`ycourmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 4-rNS—ULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION I^ [ ] PRE C/O [ ] RENTAL �4 REMARKS: �1Y v� C Yl U DATE INSPECTOR OF50Ulyo gllT5- 7 # TOWN OF .SOUTHOLD BUILDING DEPT." om�a� 631-765-1802 INSPECTION [ ]-FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY-INSPECTION [ ]' FIRE RESISTANT CONSTRUCTION [ f FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) o ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: A ��_ DATE INSPECTOR g SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. courm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ;/WgLATIOWCAULKING U [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: na"44 ,L- DATE 3 INSPECTOR DRV ARCHITECT, P.c. 1180 Park Avenue (516)352-9827 Franklin Square, New York 11010 www.drvarch.com February 28,2024 Town of Southold Department of Buildings 54375 Route 25 Southold, NY 11971 Attention: Building Inspector Re: Misthos Residence Residential Renovation 2310 The Long Way Lane East Marion, New York BD Application No:49730 Dear Building Inspector, I, Douglas R. Vaggi, Architect, on behalf of the owner of the premises known as MISTHOS RESIDENCE, 2310 THE LONG WAY LANE, SOUTHOLD, NEW YORK confirm that the thermal insulation and the fire caulking (see attached fire caulking photos) that has been installed for said project, meets the standard and accepted building practice and buil 'ng codes. If you have any q estions or.need additional information, please contact our office. Cord' I , ��D AR Ft Do gI R a' 0 ,* OF�t DRV ARCHITECT, P.C. 1180 Park Avenue (516)352-9827 Franklin Square, New York 11010 www.drvarch.com February 28, 2024 Town of Southold Department of Buildings 54375 Route 25 Southold, NY 11971 Attention: Building Inspector Re: Misthos Residence Residential Renovation 2310 The Long Way Lane East Marion, New York BD Application No:49730 Dear Building Inspector, 1, Douglas R. Vaggi, Architect, on behalf of the owner of the premises known as MISTHOS RESIDENCE, 2310 THE LONG WAY LANE, SOUTHOLD, NEW YORK confirm that the raised deck beam size change due to the installation of the additional support columns for said project, meets the standard and accepted building practice and building code. If you have an es' s or need additional information, please contact our office. Cord!--'.' 't�f i�� ,�,� Do las V p •¢ O DRV ARCHITECT, P.C. 1180 Park Avenue (516) 352-9827 Franklin Square, New York 11010 www.drvarch.com 0 i ,s z c r •mow.„ u v^, DRV ARCHITECT, P.C. 118 Park Avenue $16) 35 G8 7 Franklin Square, New York11010 www.drvarch.com � m � \ . . �. . \ { DRV ARCHITECT, P.C. 1180 Park Avenue (516) 352-9827 Franklin Square, New York 11010 www.drvarch.com AEY t a. A ° <� � a S B - zE, �6 d. W m+t n MOT -g3k - i KO MI. [} M mLl ; OW DRV ARCH TTECT, P.C. 1180 Park Avenue (516) 352-9827 Franklin Square, New York 11010 www.drvarch.com 15 M ad ui.,tl w k — a + r x Fry. Y — 1 �, GELD INSPECTION REPORT DATE COMMENTS 0% obi o/"G.—/L-'ea'�--�!� fo oa/L. C/ase �/ -� 1oG^bans 4. -.ticp4 .74,9 l�o,G �ilt FOUNDATION (IST) - FOUNDATION (2ND) ------ - z � o ti S Coo� ROUGH FRAMING& PLUMBING , -- -- r O i a Q-Vv..1ves cl drt f,cA.c. aL .4 INSULATION PER N.Y. --- y STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 11�� a,�_ n 2eC I ass j s _ e o�g�yFFQ(K�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 ao� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov 1� ,'t• Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only n PERMIT NO. —7 30 Building Inspector: ���� ILIIJI A U G 2 3 2023 Applications and forms must be filled out in their entirety. Incomplete .applications will not be accepted. Where the Applicant is not the owner,an BUH+DIlgG DEPT. Awner'sAuthorization form(Page 2)shall be completed: TOWN'C,"r. SOUL-( yD Date:8/22/2023 OWNER(S)OF PROPERTY: Name:John & Antigoni Misth-os mm_ SCTM#1000 Project Address:2310 The Long Way_, East Marion, NY 11939 Phone#:516 317-7492 Email:john.misthos@gmail.com Mailing Ad dress:ddress:2 Morgan CourtSmithtown, NY 11787 CONTACT PERSON:' Name:Antigoni Misthos Mailing Address:2 Morgan Court, NY 11787 Phone#:917 226-3350 Email:Misthos.antigoni@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:DRV ARCHITECT P.C. Mailing Address:1180 Park Avenue, Franklin Square, NY 11010_ - Phone#:516 352-9827 Email:Andrew@avarcn.com `-CONTRACTOR INFORMATION:' Name: ' Q Mailing Address: Phone#: 0 I— Email. ., DESCRIPTION OF PROPOSED CONSTRUCTION xt k ❑New Structure1KAddition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $100.000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes IRNo 1 ,O „ PR PERTY,INFORMATION ,- F. Existing use of property: Residetial W _ Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes RNo IF YES, PROVIDE A COPY. B'Check BOx'Af#er Reading: :The'owner/cohtractor/design,professlonal isresponslble.for,all drainage and storm water Issues as provlded:by " Chapter 236 of the Town Code. 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,alterations or for,removal or demolition as herein,described.The applicant agrees to comply with all applicable laws,ordinances,building code,'- - housing code and regulatlons'and to admit authorized Inspectors on premises and4n.buiiding(s).for necessary I.nspections.,Faise statements made herein are",. 'punishable;as a Glass A misdemeanor pursuant to Section 210.45 of"the New.York State Penal Law„, Application Submitted By( name): ntigoni Misthos ❑Authorized Agent BOwner Sig_nature _._.�.__�._...�.._ �. .__. of Applicant: Date: 'Z3 -2,0 C"ONNIE D:BUNCH— Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF Commission Expires April 14,2D-a being duly sworn,deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn efore me this a � L6411 �� day of ,20A 3 tv'°� v/ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 . } E E U E BUILD DEPARTMENT- Electrical Inspector ��O Gy.�► NOV I202 TOWN OF SOUTHOLD own all nex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 BEarF:�r€ ; rtele[`WO (631) 765-1802 - FAX (631) 765-9502 f•�au&u�l rogerr southoldtownny gov — seand(c_Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMA ON (All Informatio Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: 3 z2 ., ,Z 70I request an email copy of Certificate of Compliance Elec. Address.: 16 i S -Ve JOB SITE INFORMATION (All Information Required) Name: To r M i ST Address: Cross Street: I Phone No.: 1 Bldg.Permit#: U 9 1-)�b U email: Tax Map District: 1000 Section: O Block: a. Lot: I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 3 0 Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑'14ough In ❑ Final Do you need a Temp Certificate?: 0 YES RNO Issued On Temp Information: (All information required) Service Size al Ph❑3 Ph Size: 2®D A # Meters Old Meter# r/ ❑New Service[—]Fire Reconnect[]Flood Reconnect❑Service Reconnect[underground❑Overhead ## Underground Laterals 1 R2 F79 H Frame Pole Work done on Service? F1 Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT p Address: Switches Outlets VI GFI's , t Surface LNA- Sconces 1 HH's� UC Lts �� t Fans Fridge HW Exhaust Oven WID f c-,O A�� Smokes II DW Mini =arbon Micro Generator , -ombo ( Cooktop Transfer aC AH Hood Service Amps Have Usec -pedal- v :omments a SYMBOL LEGEND 0 MONUMENT FND I.P. /I.B. FND 7� I.P. /I.B. SET Dysa SPOT ELEVATIONS 1---" TRAFFIC SIGNAL POLE FM LOT 52 `Q, UTILITY POLE TAX LOT 122 >— GUY WARE d «� UTILITY POLE W/LIGHT z= `I LIGHT POLE �TryL+ —(]► L� s 4 =W r SIGN N76059'40" FEN ,z . r� OFIND. FIRE � V1' 5'CHAIN UNK FEN. "'+ I 270.23, MON. MANHOLE - --- _ HEDGES _ ^ - f FOES N � EM "A"-INLET = ..o... FIE FE 0 0.6 F, "B°-INLET ��- -------- 80.fi' ------ R, ..E,.-INLET I - 1 I ASPHALT o w YARD INLET DRIVEWAY . < Q G1 - o I o Q E. YARD INLET .Q ® CABLE TV BOX Z A/C UNIT ELECTRIC METER awn- CC) a •'vi :-y w,t a. 7:7' w I W� 0 GAS METER Fht LOT .51 E+ WATER METER o TAX LOT 123 ()Q GAS VALVE Q ;I I I a o N pd WATER VALVE - - w l o i l i i N'j N w a $ TEST HOLE 0 {r�� ---- - --- --- --- -al -- - -- - ---- - - - - - - ----0=1 -26.3'�-- 9.5' D. O W ®R TREE O c I N, CONC. � SHRUB W I O I o UNDER BOLLARD N m �+ : L` WETLAND FLAG N D.C. DEPRESSED CURB W I FND. FEN � FE. FENCE MON. 0.4' MA . MASONRY 9 � ��] A - � PLAT. PLATFORM I S76"59'40"W -971.53 MON. W.W. WINDOW WELL C I ~ B/W BAY WINDOW C/E CELLAR ENTRANCE O/H OVERHANG Q FA1 LOT 50 R/O ROOF OVER TAX LOT 124 L.S.A. LANDSCAPED AREA (0 CANT. CANTILEVER Q CV - L MAIN ROAD LOT AREA (N y S. RTE 25) 21,670.10 S.F. 0.50 AC. GRAPHIC SCALE 30 0 15 30 GUARANTEED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY . K&G ABSTRACT INC. JOHN MISTHOS & AN11GONI IOANNOU-MISTHOS ( IN FEET ) i inch = 30 ft. --- 1 101/27/20201 UPDATED SURVEY J.P.H. M,.J.S. REV DATE DESCRIPTION BY CHK �,�,pF NEW L gg, SUFFOLK TAX MAP NO. SURVEY OF PROPERTY J. Scq<Ori` 1000-030.00-02.00-123.000 MOAP OF1 PEBBLE BEACH FARMS ti, SCALICE JOB No.S19-2976 FILE DATE: 06/1 1/1975 MAP NO. 6266 la n d s u r v e y i n g DATE SURVEYED: 12/23/2019 SITUATE EAST MARION I�CFA' 'yo!.050$$N �O� m s I a n d s u r v e . C O m P: 631 -957-2400 DR.:MC CREW.:AL SCALE: 1" = 30' BUTTOCK COUNTY,SOU HOLDORK `YS V� (1)UNAU IORIZED ALTERATION OR ADDITION TO THS SURVEY UM OGRNG A LICENSED LAND SURVEYOR'S SEAL IS A VOCATION CF SECTION T3C9•SUD-DMSION I,OF NEW VORK STATE ECUCAnON LAW.(2)ONLY BOUNO,gy SURTM MAPS VAIN THE SURVEYOR'S EMBOSSED SGL ARE L Fp GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION.(3)CERTIFICATIONS ON THISBOUNDARY SURYCY uW SIGNIFY THAT THE MA➢WAS PREPARED IN ACCORDANCE WAN TIE CURRENT EMSTMG CODE OF�`` PRACT{E FOR LAND SURVEYS ADOPTED OV 111E NEW YORK STATE ASSOCNIION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERDFlCArw IS UWTED 10 PERSONS FOR W CM THE BOUN0A91'SURVEY W IS PNCPMCO. THE TIRE COMPMY,TO THE CMANMENTAa_AGENCY.AND TO ME LCI uS IMION US1ED ON 1111S BOUNDARY SURVEY111E CERTIFICATIONS HEREIN ARE NOT IPANS E UB E.(5)T E LOCATION OF UNDERGROUND IVFROVUeENTS OR ENCROACHYENT9 ME NOT ALWAYS KNO IN AND AN OREN WSI BE ESTIMATED. IF ANY UNDERGROUND MPROVEMENTS OR FACROA MMEN S OUST OR ME SNOhN.THE IMPROVE IENIS CA ENCRO Cti,EWS ARE NOT COVERED BY M6 Svr .(6)THE OFFSET(OR DIUENSICY.S)SHL%1N HEREON FROU 111E SIRUC URES TO DIE PROPERTY ONES ME FOR A SPECIFIC PURPOSE AND USE M THEREFORE EREFORE ARE NOT 11TElDED TO GLIDE THE ERECTION OF FENCES.RET NG WALLS.POOLS.PATIOS—HAING LEAS.MORIOtS TO RESIDENCES.AND ANY OMER TYPE OF COrmRUCTION.(T)PROPERTY CORM1ER M SUOftVIEN1S%ERE NOT SET AS PART OF TH5 V.(B)THIS SUURVI.l WAS PERPOWED WITH A SPECTRA FOCUS 30 ALSO-.-TOTAL STATION.(9)THE E,"S ENCE OF RIGHTS OF WAY AND/OR EASEYEYS OF RECORD IF ANY,NOT SNOOP!ME NOT CUMANTEED. 8/23/23,8:10 AM roundcube(480X640) Seiffolk-:CoulRty-Dept.. .:ab6e,"U6ensin9,&Consume `Affairs,. - '#1QfiMC iV(?Rt?VEi+AEIVT LlCENS� Name �Si_L'FREDO--GHAVCZ ••� _ - . ".Busi�iess:Nalme�.. ,;4,.�- T i,.: e'tt�faes that.the•,:,- - �., - .; :•__ .., ;__�,..:�_ _�":, _ ;. �. '; �., - . ',C#oVez..orbiq kh rbven4pt:Cor?' ea a s'� ty,pc. iised ._ yLcense`;Nuinber Ht;64582 ..C''` .•.�,r 4•r� ,)fir:^r'F _ .a; -•Y Dr ago ; y _ ;Z s��s`��` t��t .Sµ p—ti . . .y1t•'X,y..q Y'^i',:r�'..Td''.F'-,\� Y q F ,(. https://a2plcpni0375.prod.iad2.secureserver.net:2096/cpsess7275489164/3rdparty/roundcube/? task=mail& frame=l&_mbox=lNBOX&_uid=150566&... 111 _ Road I APPROVED AS NOTED COMPLY WITH ALL CODES OF 20_23qql 3 NEW YORK STATE & TOWN CODES DATE_.B.P.# AS REQUIRED AND CONDITIONS OF FEE: �Lv q- •2� BY l SOUTHOLD TOWN ZBA NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: SOUTHOLD TOWN PLANNING BOARD 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE SOUTHOLD TOWN TRUSTEES 2. ROUGH-FRAMING,PLUMBING, STRAPPING. ELECTRICAL&CAULKING N.Y.S.DEC 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACAROING REQUIRED ELECTRICAL PLUMBER CERTIFICATION INSPECTION REQUIRED ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. PLUMBING ALL,PLUMBING WASTE r &WATER LINES NEED TESTING BEFORE COVERING NEW V-2'X 1'-0`X 3'-0'DEEP , GUARDS AND HANDRAILS TO BE IN ACCORDANCE NEW COMPOSITE RAILING: ENGINEERED LUMBER TO BE COMPLETELY WALLEADT BOTTOMERI T 5�_Y 3q'-II I/2' •2'W X 2 1/2'H TOP RAIL WITH ENCLOSED BY WATER PROOF MEMBRANE W�SECTION INDEX, INCLUDING RE PROPER LABELING, FLAME SPREAD INDEX, DECAY RESISTANCE, TERMITE c •3 I/2 W X 1'14 TOP CAP (L ALL SIDES, FACES AND EDGES. RESISTANCE AND INSTALLATION.CONTRACTOR TO •YW X 3 1/2'H BOTTOM RAIL T CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. 2 H •2'X Y PICKETS SPACED NEW 4'X 4'COMPOSITE POST 2. FASTENERS AND CONNECTORS TO BE IN COMPLIANCE LESS THAN 4'APART, PER WITH CAP WITH SECTION R50723.CONTRACTOR TO CONTACT LINE OF NEW STEPS AND _ _ __a o A-001 A THE REQUIREMENTS OF THE ARCHITECT FOR ADDITIONAL INFORMATION. LANDING ABOVE(TYP.) -- ----__J = - F NYS BUILDING CODE J015T HANGER, SEE 7/A-001 3. FLASHING TO BE IN ACCORDANCE WITH SECTION V' 4 I/4' NEW(2)1 3/4'X II 71W M.L. NEW I'X 6'COMPOSITE DECKING R502.4.CONTRACTOR TO ADDITIONAL INFORMATION TACT ARCHITECT FOR _-- EACH SIDE OF WOOD POST NEW DECK CONSTRUCTION: II 3/4' WITH 3 13/4'X II 7/B'M.L. --- -- () 2'X @'FLOOR JOISTS ----- ------------------------ ------ ------i-- L__--------________---_____ FlLLERS, THRU-BOLTED WITH P 16,O.C. FLASHING ----__ .® j ` 3/411 BOLTS STAGGERED TOP -----`® L�EF(NNEW DJ `� t BOTTOM(DROPPED) 2r BLOCKING P RAILING POET EXISTING FLOOR JOIST I Z- `V m i m m NEW 6'X 6'P.T.WOOD ®: ----- = POST ON 18'DIAMETER X 7 NOTE: Y X IY LEDGER TO BE 36'DEEP POURED CONCRETE 5EE I/A-002 FOR EXI5TING - i _________!I PIER FOOTING(TYP.9 AT DECK REMOVAL LAG SCREWS OR BOLTS, 2 MINIMUM BOLTED TOP t BOTTOM TO S' NEW DECK AND STAIRS) �T II/Ib FROM TOP AND BOTTOM OF DECK EXISTING RIM JOIST t TO' ---------- [_4 _ JOISTS AND 15/8'TO 5'MAXIMUM PLATES IN EXISTNG YLU1 -v --------- 2 2' BETWEEN SCREWS/BOI.TS EXISTING WALL TO REMAIN NEW CLADDED COLUMN, _ '� ----- - SEE PLANS AND EXTERIOR S • I ELEVATIONS(TYP.) SEE 12/A-009 FOR LATERAL LOAD DETAIL TO BE IN COMPLIANCE 4 3/4 CONNECTION FOR DECK LEDGER TO 'v 4'-2 1/2' I 40'-5 I/4' _ I 6' HOUSE FRAM':NG DETAIL WITH RESIDENTIAL CODE OF / I NY5 FIGURE R507.9.2(I)'DECK - (L oil LINE OF NEW WOOD POST ATTACHMENT FOR LATERAL (ABOVE), SEE G/A-010 LOADS' I � ---------- ------='----------------------------- ----------------- ------------------ ------ , DECK, RAILING AND LEDGER DETAIL I 2 r------------------------------------------ - ------------------------------------ ------ I A-� SCALE 1/2' - 1'-0' I I I EXISTING FOUNDATION WALLHIM I i I AND FOOTING TO REMAIN• It i EXISTING HOUSE ALL CONNECTORS FOR EXTERIOR USE LJ• I I lll___aaa I I TOE EM REMAIN (WET AREAS) SHOULD BE MECHANICALLY I i i GALVANIZED I I I I I I SLABHf GRADE I i I I NEW COMPOSITE DECKING NEW COMPOSITE RAILING I I I SYSTEM,AS SELECTED j EXISTING TO REMAIN j I I OVER O.C. >!'VS. , • BY OWNER SEE 2/A-001 � i i I I FOR ADDITIONAL INFORMATION CONCERNING I I NEW 2'X 10'LEDGER I I NEW 2'X W EACH SIDE OF TIES AND FASTENERS, SEE SHEET A-011 I i SLAB ON GRADE i i PT WOOD POST, SEE 5/A-Mll NEW COMPOSITE DECKING � N� i i EXISTING TO REMAIN i i NEW COMPOSITE RAILING7 OVER 2'X B'D.B. CONNECTORS/FASTENERS ARE i i SYSTEM, AS SELECTED P 16,O.C. rev, date ANWORED TO AN EXISTING BY OWNER SEE 2/A-001 ANC140 FOUNDATION, DRILL FOUNDATION i NEW 2'X 10'EACH SIDE OF description FOR DIAMETER REQUIRED AND i ! i NEW STEPS AND LANDING, PT WOOD POST,SEE 5/A-O01 EMBED WITH SIMPSON ACRYLIC I I i SEE 2/A- NFW 6'X b' TIE ADHESIVE. i i � GRADE WOLMANIZED WOOD 1 - NEW V-2'X I'-O'X POST(TOPICAL) V-O'DEEP POURED I I L I I I CONCRETE FROST WA z z I NEW 1810 X 36'DEEP 08/2V23 ISSUED TO CLIENT LINE OF EXISTING POURED CONCRETE PIER EXISTING FOUNDATION WALL CANTILEVER(ABOVE)TO AT BOTTOM RISER I I I I R is A VIOLATION OF THE LAW FOR ANY PERSON,Ur 1 I AND FOOTING TO7"' i REMAIN i i �_�� �__� �__� �__� (TYP.), 5EE 4/AACTING UNDER THE DfRECTIGN OF A LKabm ARCMf I I TO ALTER AN REM IN ANY WAY.IF AN ITEM BEARIN(NEOF EXISTING i 1 SEAL OF AN ARCHITEO'f IS ALTERED,THE A1T77NpG LINE OF NEW WOOD POST IILEVER( O ARCHITECT SHALL AFFIX TO HAS ITEM THE SEAL AND REl'1AIN i (ABOVE), SEE 2 t 3/A-0I0 i /� �+ NOTATION'ALTERED BY'FOLLOWm BY HIS SIGNATUF I I 3 SECTION AT DECK STAIR AND THE DATE:OF SUCH ALTERATION,AND A SP[CFI L____ ___________________________ ___________J L_�______ _ ____J A-001 � OFSCALE I/4' - I'-0' THE ALTERATION. 3 L -- _-- y _ THESE DIiAWING5 INSTRUMENTS SERVICE APE ----- ------------------------- ----------- ----------------- SUCH APE 114E OF T14E ARCHITECT. - A ________________________________ _______________TJ� I UT___ ____ A-0O9 INFRINGEMENTS OR ALTERAT06 BY OTHERS ARE LINE OF EXISTING 11 I I I J PROIHIBITED. LJ 11 � NEW WOO)DECK JOIST FOUNDATION WALL AND i F_____________r I I N MISTI406 RESIDENCE FOOTING TO BE REM(NED I I I I I NEW 6'X b'P.T. WOOD ----- I I 11 TON IB'DIAMETER X WOOD P05T NEW SIMPSON TIE EACH 'DEEP POURED CONCRETE DECK BEAM WITH(4) LINE LA NEW STEPS i ____ ____ FOOTING(TYP.3 AT RESIDENTIAL RENOVATION AND LANDING ABOVE T STEPS AND LANDING) SIMPSON ABU66Z I� Bd NAILS AT DECK (TYP•) L------�i{-_-__ —_'s i T • ANCHOR WITH U/ BEAM AND(4)5d NAILS 23'-3 3/4' 3'-5 _4_' 3'-5 3A' i 14'-q I/4' (12)IQ NAILS AND / AT WOOD BEAM 2310 THE LONG WAY LANE (2)1/20 MACHINE 5OUTHOLD NEW YORK f _____¢_____ -� NEW B'-2'X 1'-0'X 3'-0'DEEP _ BOLTS NEW WOOD BEAM -------- ----- o POURED CONCRETE FROST 5B'0 BOLT FOUNDATION PLAN, DETAILS, NOTE` WALL AT BOTTOM R15ER NEW WOOD POST AND LEGEND 22'-b llr V-Y 14'-2' _ n DRVARCHITECT,R.SIMPSON POST BASE ABU66 � SIMPSON STRONG-TIE Vv XA-001 VAI F. NOS k A-001 Vwrr 7n -(-.Al F 1 t" AK I IAL =uIL1JINLZ I ICJN 2 T—AM I IAAL— CUILiJIIV(:r .7Ct-► I ILoo'N T—vM I A SGALE� I/4' I'-0' A SCALE, 114" I'-O' 1 ALUMINUM WRAPPED 3/4' \ CEILING BEAMS @ 16,O.C.WITH WOOD FASCIA BOARD /2'GYPSUM BOARD AND 10 I/4" .PLAT -E (R-38)GATT INSULATION - ---------- ALUMINUM WRAPPED 3/4' III SPLICES, IF ANY, T. BE Vw WOOD FRIEZE BOARD CENTERED ON 5 I/2'P05 PROVIDE WINDOW FLASHING —(2)2'X 4'TOP PLATE FASTEN TOP PL I'X b'COMPOSITE DECKING TO TOP PL W/2-I6d @ 12'O.C.BOTT TOP PL TO STUDS W/2-I6d NAILS NEW 2'X 12' DECK JOIST (2)2'X 4"SILL PLA THRU-BOLTED WITH 1/2'GALV. —WINDOW HEADER CARRIAGE BOLTS TOP t SHIM— BOTTOM AT WOOD POST PROVIDE SILL FLASHING NEW BEAM, SEE PLAN FOR S11E NEW EXTERIOR WALL 5TRUCTION: —SIMPSON 1 1/4'x 20go COILED STRAP C520 / NEW VINYL SIDING In' (R-3.2 IGID CLEAR SPAN+21' :IB-IOd NAILS, SEE I I/4'x 20go GALV MTL STRAP TO I INSULATION BOARD OVER 10/A-009 WRAP UP OVER BM t DN TO P05T 1/2'CDX PLYWOOD EATWING ON 2'X 4' j _ COLUMN WOOD STUDS @ 16'O.C.WITH 2'X 4" 'D o NEW b'X b"PRESSURE TREATED 6 CATS AT MIDPOINT AND FIRESTOPPING AT FINISHED FLOORING OVER 3/4'PLYWOOD SUBFLOOR WOOD POST(TYP.) A-009 NOT TO SCALE 510"VERTICAL WITH 3 1/2' (R-19)13ATT ✓ YON NEW FLOOR JOISTS 51STERED AND CANTILEVERED INSULATION AND 1/2'GYPSUM BOARD WITH 5 1/2' (R-21)BATT INSULATION, SEE PLAN NEW SIMPSON ABU66Z 6'X b' NEW 2x WOOD BOX BEAM, 1/A-003 AND DETAIL I/A-009 STAINLESS STEEL ADJUSTABLE MATCH FLOOR JOISTS NEW I'RIGID INSULATION BOARD BETWEEN JOISTS _ PIER OST BASE ASEER/T OOCRETE FLASHING m III— ' q i INE OF PAVERS LAG SCREWS OR BOLTS, 2'MINIMUM I I—III —'^_- FROM TOP AND BOTTOM OF DECK EXISTING FLOOR JOISTS 70 REMAIN III_ _ NIII EW IB' DIAMETER X 36"DEEP JOISTS AND 1-5/8'TO 5'MAXIMUM NEW BLOCKING BETWEEN JOISTS I I—I I I = i POURED CONCRETE BETWEEN SCREWS/BOLTS EXISTING TOP PLATES TO REMAIN - PIER FOOTING(TYP.) JOIST HANGER, SEE 7/A-001 NEW 2'X 4'SOLE PLATE. NOIE: COORDINATE TOP OF FOOTING (� FASTO BOTTOM PLATE TO DETAIL SI EN IN COMPLIANCE ELEVATION WITH TOP OF NEW 2x LEDGER .tl//`y WITH RESIDENTIAL CODE OF NYS EXISTING PAVER SYSTEM, SEE 1 5 D5 t 5 W/2-Ibd FIGURE R507.5.1(I)'DECK BEAM FOUNDATION PLAN DRIP EDGE 1 Jfv NA : TO END JOISTS NEW 2x'S @ ib"O.C. 2 I6d NAI PER FT. TO DECK POST' NEW I'RIGID INSULATION BOARD EXISTING EXTERIOR WALL CONSTRUCTION: NEW 1/2'EXTERIOR GRADE PLYWOOD NEW VINYL SIDING ON I/2'(R-3.2)RIGID s POST E BEAM CONNECTION WITH VINYL SOFFIT FINISH INSULATION BOARD ON BLDG WRAP O✓ER B SIMPSON EXISTING CDX PLYWOOD SHEATHING ON EXISTING 2'X 4'WOOD STUDS @ 16'O.C. A SCALE. I/2' I'-0' A 00 SCALES N.T.S. 4 TYPICAL EXTERIOR WALUFLOOR DETAIL 10 CANTILEVER A-M SCALE. 1/2' - V-O' DETAIL TO BE IN COMPLIANCE WITH RESIDENTIAL i CODE OF NYS FIGURE R507.9.1.3(1)'PLACEMENT E nr:.�eror:e wn niv ra n�:vrvcoci ��' 6r:/ �lIfpPRlll! -.. .;. n Pon" t T� . ...... ...... A� V IRA Or) 4- 310 THE LANE COII II II II � � SITE I N FOR1"'f AT I ON : SCOPE OF WORK: l�THO IS 0�7� � WIN S SITE PLAN BASED ON A SURVEY BY SCALICE LAND SURVEYING DATED 01/27/2020 1. INTERIOR RENOVATIONS TO THE EXISTING T ' KITCHEN AND DINING ROOM. NEW SINK AND C-001 SITE PLAN ~� ZONING INFORMATION t NO, 232E) EX-001 EXISTING FLOOR PLANS . OJ C IDISTRICT: 1000 DISHWASHER LOCATIONS. SECTION: 30.00 EX-002 EXISTING EXTERIOR ELEVATIONS 2. SQUARE-OUT EXISTING WALK-OUT BAY ON BLOCK: 2.00 UPPER LEVEL. EX-003 EXISTING EXTERIOR ELEVATIONS LOT: 123.00 3. RENOVATE UPPER LEVEL HALL BATHROOM. A-001 FOUNDATION PLAN, DETAILS, NOTES AND ZONE: RESIDENCE "R-40" - TOWN OF SOUT14OLD REPLACE SINK, TOILET AND TUB. LEGEND LOT AREA: 211670.10 5= (0.50 ACRE(5)) 4. NEW FRONT PORTICO, LANDING AND STEPS. A-002 LOWER LEVEL DEMOLITION PLAN, S 13° 56' 20'� F B0.01' 5. NEW UPPER LEVEL DECK OFF BACK OF HOUSE DETAIL, NOTES AND LEGEND -_-- (REMOVE EXISTING DECK). A-003 LOWER LEVEL CONSTRUCTION PLAN r Ln BUILDING SQUARE FOOTAGES 6. ALL NEW EXTERIOR DOORS AND WINDOWS TO ' I ._ BE INSTALLED (EXCEPT UPPER LEVEL NOTES AND LEGEND PRIMARY BATH WINDOW TO REMAIN . A-004 UPPER LEVEL DEMOLITION PLAN, N 'N FLOORS EX15TING PROPOSED CHANGE PROPOSED TOTAL ) PLUMBING RISER DIAGRAM NOTES AND 7. ALL EXISTING SIDING, ROOFING, EXTERIOR ! I LEGEND TRIM FASCIAS AND SOFFITS TO BE REMOVED LOWER LEVEL I,lq3 SF 0 SF 1 ,,Iq3 SF A-005 UPPER LEVEL CONSTRUCTION PLAN AND REPLACED WITH NEW. WINDOW SCHEDULE, NO , LE, TES AND LEGEND UPPER LEVEL 1,277 SF 13 SF 1,2g0 SF A-006 ROOF FRAMING PLAN AND DETAILS 1 I I TOTAL FLOOR AREA 21470 5F 13 SF 21483 SF A-007 EXTERIOR ELEVATIONS AND DETAIL A-008 EXTERIOR ELEVATIONS 1 I A-OOq SECTIONS AND DETAILS A-010 DETAILS I I OTHER STRUCTURES A-011 NAILING * FASTENER SCHEDULE 1 , A-012 GENERAL NOTES I DECK 242 SF 477 SF 71q SF �' = BUILDING CODE REFERE� -a 2020 RESIDENTIAL CODE OF NEW YORK STATE = PORTICO 0 SF 56 SF 56 SF (RC-NYS). I (P 6t0 t�: METER • 2020 ENERGY CONSERVATION CONSTRUCTION TOTAL FOOTPRINT it435 SF 533 SF 068 SF CODE OF NEW PORK STATE (ECCC-NYS). w 1LO , `t REFLECTIVE WHITE rev, description a I I PANTONENT417 1 1 ZONING REQUIREMENTS ITEM ALLOWABLE EXISTING PROPOSED WORK ;.�s :.... MIN LOT SIZE 40,000 SF 211670.10 SF NO CHANGE 08/21/23 ISSUED TO CLIENT MIN LOT WIDTH � � \ �'' IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS 150.00 80.00 NO CHANGE 1/2„ ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT The construction type STROKE TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE I = M IN LOT DEPTH 175.00' 270.23' NO CHANGE designation shall be SEAL OF AN ARCHITECT 15 ALTERED THE ALTERING to indicate to the •Icons w^ ARCHITECT SHALL AFFIX TO HI5 ITEM THE SEAL AND THE I = HOUSE: NO CHANGE classifatf of construction ' ' DESIGNATION FOR STRUCTURAL NOTATION 'ALTERED Br FOLLOWED BY HIS SIGNATURE MIN FRONT YARD DEPTH 50.00 7q.61 NEW PORTICO: 73.41' structure I MIN SIDE YARD WIDTH HOUSE: NO CHANGE section eoz the ecwrs COMPONENTS OUPS TYPE co THAT ARE OF AND THE 0 DATE OF SUCH ALTERATION, AND A SPECIFIC 116.04' 23 75' NEW PAVERS PATIO ONE SIDE 15.00' 10.10' * NEW DECK: 73.41' „' F DESCRIPTION OF THE ALTERATION. H f! FLOOR FRAMING.INCLUOtHO • GIRDERS AND SEAM. THESE DRAWINGS ARE INSTRUMENTS OF tSrER�VICE AND AS MIN 51DE YARD WIDTH HOUSE: NO CHANGE • R i'll" _ ROOF FRAMING � ARE THE ��p�.ty � '� �IIGb1. ' COMBINED 35.00' 34.20' NEW DECK: 3q.7q' IBUILDI ITC rRvf"LtCI1 NEW WOOD DECK HOUSE: NO CHANGE FR FLOOR AND ROOF FRAMING I PROHIBITED. ROM n�5 OR ALTERATIONS BY OTHERS ARE $�ANOAROS AND CODES I�-pRV~rl i7 10.7' - 24 10' MIN REAR YARD DEPTH 50.00 163.53 NEW DECK: 148.06' 1 45.2' i MIN LIVABLE FLOOR AREA 850 SF 21470 SF 21481 SF NOTE• M 15TH05 f RE S I DENGE EXISTING _ ' STRUCTURAL COMPONENTS THAT ARE TRUSS 1 `r I � MAX LOT COVERAGE 41334.02 SF I,435 SF I,q68 SF N 2 STORY FRAME , N (20%) 6.62X TYPE CONSTRUCTION FOR THIS PROJECT ARE I RESIDENCE ( ) (q'08x) RESIDENTIAL RENOVATION "F" ONLY. 1 EXISTING CHIMNEY MAX HEIGHT 35.00' 23.22' (t) NO GRANGE SIGN TO BE MADE FOR THIS COMPONENT 10.1' 45.1' 24 5l I w TYPE ONLY. ' + i -- -- MAX NUMBER OF STORIES 2 1/2 2 NO CHANGE SIGN TO BE POSTED NEAR ELECTRIC METER. 2310 THE LONG WAY LANE EXISTING SECOND I :r '. -- EXISTING SECOND SOUTI-TOLD, NEW PORK I- I STORY OVERHANG PER SECTION 280-104.C.(3): STORY OVERHANG �---- : ' , PERMITTED PROJECTIONS. IN ANY RESIDENTIAL DISTRICT TERRACES OR STEPS MAY PROJECT I .� . . .. . , • . r ... :. NEW STEPS AND � SITE PLAN AND ZONING INFORMATION = I' :••'. ..: : . ' 1 LANDING INTO ANY REQUIRED YARD, PROVIDED THAT NO PART THEREOF 15 NEARER THAN FOUR FEET POSSIBLE NEW I �.: TO ANY LOT LINE. PLANTING BED 1 I ; ;. : I NEW DRIVEWAY y a _ z ARCHITECT, P.C. oj I TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA (2020 CODE) + WIND DESIGN SUBJECT TO DAMAGE FROM FLOOD 1180 Park Avenue Franklin Sgpare, New York 11010 r • � � • � ' �. .: :�, •.;" •:• I GROUND SEISMIC WINTER ICE BARRIER AIR MEAN 1 I' : •• ' ' Q SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND BORNE DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL 516 352-g827 www.drvarch.com w I I I '': ..' 13 LOAD WEATHERING FROST LIN TERMITE HAZARDS ( ) + - I (mph) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED INDEX TEMP o I EXISTING I o drawn b . LaS AJI-I checked b . TREE 30 130 G SEVERE 3.0' TO 15 YES AS I E I_ ` scale. NOTED date. I � ,.ten 1 I "'. ' ,ten project number: 2325 zs� I I I y.. ' ' g'�CRE INSULATION * FENESTRATION REQUIREMENTS BY COMPONENT FAIN Gl1A5,� N 13 00' 201 W 80.00, - -� 22(0(0.50 4 GLAZED WD FRAME MASS BASEMENT SLAB CRAWL SPACE ENERGY CODE NOTE: CLIMATE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL WALL FLOOR WALL R-VALUE t WALL ( �' ZONE 4 U-FACTOR U-FACTOR SHGC R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE DEPTH R-VALUE IN LIEU OF A RESGHECK SPREADSHEET, THIS aA -+ -001.00 PROJECT 15 FLED METHOD OF U I VALUESNG THE PER THE ECPRESCRIPTIVE TABLE ��` • f'% � T I� LONG WAY LANE REQUIRED 0.32 0.55 0.40 4q 20 OR 8/13 Iq 10 / 13 10, 2 FT 10 / 13 402.1.2 CLIMATE ZONE 4A FOR THE ITEMS di 13+5 AFFECTED BY THE SCOPE OF WORK FOR THIS :•� 01 OF 01 PROJECT. I 61TE FLAN PROPOSED 0.31 (MAX) N/A O.Iq (MAX) 4q 19 + 3.2 N/A 21 N/A N/A N/A I I I I I r—T— ------r—r—r— CONCRETE PATIO WOOD DECK I I I I I I I I I i l l l l l l l l l I I I I I I I I I I 1--L-1--1-- —L--L—L-1—� �---------�\\ I I EAT-IN AREA BM O O r PRIMARY BEDROOM i Dw o L---J DINING ROOM ® FE] D I II I OE � l LAUNDRY 00 I I w+� ° I — REF OVENS ------------------- ------------------------ ------------g------------- ———— ———————————————————— FF C UP 7R ----- LINM � 2 CAR GARAGE - - -�- FAMILY ROOM ----- � BEDROOM LIVING ROOM BEDROOM UP 7R DN 7R CL. rev descri tion I I I �- p LN I I I I I L————————————� L————————————� L—————————— —————— —————————————————————J ————————— ————————— —— —————— i I 08/21/23 ISSUED TO CLIENT IT IS A V1011ATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING I SHALL AFFIX TO HIS TM THE SEAL AND THELOWER LEVEHL FLOOR FLAN UPPER LEVEL FLOOR PLAN NOTATION 'ALTERED BY" FOUAWED BY HIS SIGNATURE IJC-001 M _ N D(-00) M _ N AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC SCALE= I/4 1 0 SCALE= 1/4 - I 0 DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. 1"I I STH06 RE 51 D ENCE i RESIDENTIAL RENOVATION 2310 THE LONG WAY LANE SOUTHOLD, NEW YORK EXISTING FLOOR PLANS a i' ARCHITECT, P.c. ][IRV 1180 Park Avenue Franklin Square, New York 11010 (516) 352-g827 www.drvarch.com drawn by, LaS checked b . scale: AS NOTED date: project number: 2325 R � �) - EX-00ml-00 � p 01 OF 03 I i --- ----------- -—-—-—-—-—-—-—-—-—-—-—-—-— -- LE i i i i ! ! ! i i i CIFE-11E311:3 DODO 00011:3 11:3101:30 . 01=113=1 COMO- WEST (THE LONG WAY LANE ) ELEVATION 2 SOUTH (SIDE ) ELEVATION SCALE: 114' - 1'-0' — SCALE: 114' - 1'-0' �• rev, description ,I 08/21/23 ISSUED TO CLIENT I, IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS j ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION 'ALTERED Sr FOLLOWED BY 1415 SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. M I STHOS RESIDENCE RESIDENTIAL RENOVATION 2310 THE LONG WAY LANE I SOUTHOLD, NEW YORK EXISTING EXTERIOR ELEVATIONS ' ARCHITECT, P.c. li)RV 1180 Park Avenue Franklin Square, New York 11010 (516) 352-g827 www.drvarch.com drawn by, LoS checked b . scale: AS NOTED date: project number: 2325 EX-002.00 02 OF 03 I i i i --------------------------------------- -- ------------------------------------------ F ED] :H] ----- --- --- ------- ------------------------- - -------------------------------------------J a I L--- I EAST (REAR) ELEVATION 2 NORTH (51DE ) ELEVATION —003 SCALE= 114' 11_0N —003 SCALE: 114' 1'-0' rev, descri ion 05/21/23 ISSUED TO CLIENT IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING ARCHITECT SMALL AFFIX TO 1415 ITEM THE SEAL. AND THE NOTATION "ALTERED Br FOLLOWED BY 14I5 SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. 1"IISTHOS RESIDENCE RESIDENTIAL RENOVATION 2310 THE LONG WAY LANE SOUTHOLD, NEW YORK c EXISTING EXTERIOR ELEVATIONS IEDRV ARCHITECT, P.C. 1180 Park Avenue Franklin Sqpare, New York 11010 F (516) 352-9827 www.drvarch.com j. drawn by, LaS checked b . scale: AS NOTED date: ro ect number: 2325 EX-003,00 L V vd 14a 03 OF 03 3 LINE OF NEW A-001 MASONRY PATIO NOTES: I. PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, NEW V-2" X I'-0" X 3'-0" DEEP NEW COMPOSITE RAILING: - GUARDS AND HANDRAILS TO BE IN ACCORDANCE POURED CONCRETE FROST „ " ENGINEERED LUMBER TO BE COMPLETELY WITH SECTION R507.2.2 INCLUDING PROPER LABELING WALL AT BOTTOM RISER 5i_2n i_ n • 2 W X 2 1/2 H TOP RAIL WITH ENCLOSED BY WATER PROOF MEMBRANE 3q 11 I/2 „ n FLAME SPREAD INDEX, DECAY RESISTANCE, TERMITE 3 I/2 W X IN TOP CAP , RESISTANCE AND INSTALLATION. CONTRACTOR TO • 2"W X 3 I/2"H BOTTOM RAIL 7„� ALL SIDES FADES AND EDGES. CONTACT ARCHITECT FOR ADDITIONAL INFORMATION. •• r • 2" X 2" PICKETS SPACED 2 LESS THAN 4" APART PER NEW 4" X 4" COMPOSITE POST 2. FASTENERS AND CONNECTORS TO BE IN COMPLIANCE •• • . 1 WITH CAP WITH SECTION R507.2.3. CONTRACTOR TO CONTACT LINE OF NEW STEPS AND ------------ o �, i-001 A-009 THE REQUIREMENTS OF THE2 ARCHITECT FOR ADDITIONAL INFORMATION. LANDING ABOVE (TYP.) -_' N NYS BUILDING CODE JOIST HANGER, SEE 7/A-001 3. FLASHING TO BE IN ACCORDANCE WITH SECTION J n n R507.2.4. CONTRACTOR TO CONTACT ARCHITECT FOR -- ---- I i -- --- - I c � Ck Ck NEW 2 1 3/4" X 11 7/8" M.L. i I NEW I X 6 COMPOSITE DECKING 4'-2 I/2" I9'-5 1/4" Iq'-5 1/4" ( ) I I ADDITIONAL INFORMATION. 4 3/4" I1 3/4" " EACH SIDE OF WOOD POST I NEW DECK CONSTRUCTION: r ------_ 7 WITH (3) 1 3/4" X 11 7/8" M.L. i i 2" X 12" FLOOR JOISTS FLASHING -- --------------------------------------- FILLERS, THRU-WLTED WITH I I @ 16" O.C.----- ------------------------ -------- -_-_----_ % ,;F,�� 1:� , 3144 4"80TTOM DROPPED STAGGERED TOP 2x BLOCKING @ RAILING POST - LINE OF NEW DECK (DROPPED) EXISTING FLOOR JOIST kc)' Dr,x,4 ABOVE (TYP.) - NEW 6" X 6" P.T. WOOD POST ON 18" DIAMETER X `�' _____ 36 DEEP POURED CONCRETE NEW 2" X 12" LEDGER TO BE i PIER FOOTING (TYP. q AT SEE I/A-002 FOR EXISTING LAG SCREWS OR BOLTS, 2" MINIMUM BOLTED TOP 4 BOTTOM TO c� ----------� cti DECK REMOVAL FROM TOP AND BOTTOM OF DECK EXISTING RIM JOIST 4 TOP i NEW DECK AND STAIRS) = 7 11/I6 o ---------- o - -' JOISTS AND 1-5/8" TO 5" MAXIMUM PLATES IN EXISTING WALL Ln - _-___----- 2, 2n BETWEEN SCREWS/BOLTS EXISTING WALL TO REMAIN NEW CLADDED COLUMN 41 �% '�� SEE PLANS AND EXTERIOR SEE€2/A-OOq FOR LATERAL LOAD NOTE- ELEVATIONS 4 3/4" � ELEVATIONS (TYP.) CONNECTION FOR DECK LEDGER TO DETAIL TO BE IN COMPLIANCE 4'-2 1/2" 1 40'-5 1/4" an HOUSE FRAMING DETAIL WITH RESIDENTIAL CODE OF NYS FIGURE R507.q.2(1) DECK �i LINE OF NEW WOOD POST ATTACHMENT FOR LATERAL \ (ABOVE), SEE 6/A-010 LOADS" I 7 I � ---------- ------- ----------------------------- ----------------- ------------------ ------ , DECK, FRAILING ,BIND LEDGER DETAIL2 loe I I I I I A- 01 ------------------------------------------ ------------------------------------ = I/2" I'-0" EXISTING FOUNDATION WALL i i NOTE: I I I AND FOOTING TO REMAIN I I I I I I ALL CONNECTORS FOR EXTERIOR USE I I I LINE OF EXISTING HOUSE I i i TO REMAIN (WET AREAS) SHOULD BE MECHANICALLY GALVANIZED SLAB ON GRADE i I I i NEW COMPOSITE DECKING NEW COMPOSITE RAILING EXISTING TO REMAIN I i i i OVER 2" X 8" D.B. SYSTEM, AS SELECTED I i i @ 16, O.C. Y BY OWNER, SEE 2/A-001 NOTE: n n -_ NEW 2" X 10" LEDGER FOR ADDITIONAL INFORMATION CONCERNING NEW 2 X 10 EACH SIDE OF TIES AND FASTENERS, SEE SHEET A-011 SLAB ON GRADE i i PT WOOD POST, SEE 5/A-001 NNOE NEW TR I EXISTING TO REMAIN i i NEW COMPOSITE DECKING I I I NEW COMPOSITE RAILING OVER 2" X 8" D.B. CONNECTORS/FASTENERS ARE i I I I SYSTEM, AS SELECTED @ 10 O.C. I I ANCHORED TO AN Ex1571NG I I I BY OWNER SEE 2/A-001 rev description FOUNDATION, DRILL FOUNDATION ` NEW 2" X 10" EACH SIDE OF FOR DIAMETER REQUIRED AND i I i i NEW STEPS AND LANDING, PT WOOD POST SEE 5/A-001 I EMBED WITH 51MP50N ACRYLIC I I SEE 2/A- I WOWMANIZED WOOD TIE ADHESIVE. i I I t GRADE POST (TYPICAL) NEW5'-2" X 1'-0" X Lo I 1 I I 1 I E I I 3 -01' DEEP POURED I I o Z I I I I o Z I NEW 18"O X 36" DEEP JOB/21/231 ISSUED TO CLIENT I I l i — I I I I � — I LINE OF EXISTING I CONCRETE FROST WALL I I in I I I I cr, E I I POURED CONCRETE PIER I EXISTING FOUNDATION WALL I I CANTILEVER ABOVE TO I I AT BOTTOM R15ER ' I I I I I I I IT 15 A VIOLATION OF THE LAW FOR ANY PERSON UNLESS AND FOOTING TO REMAIN (ABOVE) (TYP.), SEE 4/A-001 ACTING UNDER THE DIRECTION OF A UCENSED ARCHITECT I I REMAIN I I , I TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE LINE OF EXISTING ARCHITECT SMALL AFFIX TO HI5 ITEM THE SEAL AND THE I SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING I I CANTILEVER (ABOVE) TO I I LINE OF NEW WOOD POST I I I I I I ABOVE), SEE 2 t 3/A-010 I I " REMAIN i i � ( i I SECTION AT IDECK STAIR NOTATION ALTERED Br FOLLOWED 6Y HIS SIGNATURE i ---- --------------------------- ---� �__-� 3 AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC -----------J L- -------- ------------------------ - DFSCRIPTION OF THE ALTERATION. A-001 SCALE: 1/4" - I'-0" I I _ 3 L ----- --------------------------- --------------� ---- ESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS ------------------- - ME WE PROPERTY OF T14E ARCHITECT. A_00q ____-- _-- _ r ------ i u T-__ _ --__ A-009 INFRINGEMENTS O ALTERATIONS OTHERS ARE ----------------------- ------------- T n------------------------- ----- PROMIINTED.OF EXISTING I i ___________ i i N__TEW WOOD DECK JOIST PROHIBITED. FOUNDATION WALL AND I I ________ i I `O FOOTING TO BE REMOVED I i i i i i NEW 6" X 6" P.T. WOOD M�STHOSS�DNG ------ -I-� P05T ON IS" DIAMETER X i --- -- ` k4,, 36" DEEP POURED CONCRETE WOOD POST NEW SIMPSON TIE EACH LINE OF NEW STEPS i ____ -i�• ____ PIER FOOTING (TYP. 3 AT DECK BEAM WITH (4) RESIDENTIAL RENOVATION AND LANDING ABOVE i i i _ FRONT STEPS AND LANDING) '� SIMPSON ABU66Z 8d NAILS AT DECK �______�- ------=====s BEAM AND (4) 8d NAILS (AP•) L I i � i , • �• ANCHOR WITH • AT WOOD BEAM 23'-3 314" ------_i 3'-5 3/4" V-5 3/4" i 14'-q 1/4" (12) lbd NAILS AND 2310 THE LONG WAY LANE -- - i f I (2) 1/20 MACHINE SOUTHOLD NEW YORK �C------- q ______ � NEW 8 2n -X 1 OII I-X 3 0" DEEP BOLTS NEW WOOD BEAM POURED CONCRETE FROST-------------- I WALL AT BOTTOM RISER 5/Sn O ANCHOR BOLT NEW WOOD POST FOUNDATION PLAN, DETAILS, NOTES — AND LEGEND 22'-a 1/2" a'-2" 14'-2" 4 S IMPSON POST SASE A%Uo 5 S IMPSON STRONG-T I ARCHITECT, P.C. A-001 SCALE= N.T.S. A-001 NOT TO SCALE 2 1180 Park Avenue Franklin Square, New York 11010 A-009 (516) 352-g827 www.drvarch.com 1 FOUNDATION PLAN_ drawn by, Las AJH checked b . � A-001 SCALE: 1/4" - I'-0" WOOD DECK BEAM scale: AS NOTED date: FOUNDATION NOTES_ - WOOD DECK BEAM project ,number: 2325 I. CONCRETE: --_-- SIMPSON H3 TIE EACH WOOD LEDGER BEAM � K ' DECK BEAM WITH a �+ ALL CONCRETE 514ALL OBTAIN A MINIMUM OF 3500 PSI (AIR ENTRAINED) COMPRESSIVE STRENGTH EXISTING FOUNDATION WALL • (4) 8d NAILS AT DECK AFTER 28 DAYS/ NEWLY POURED CONCRETE SHALL BE KEPT FROM FREEZING AND ALLOWED TO CURE AND FOOTING TO REMAIN BEAM AND (4) 8d NAILS SIMPSON H3 TIE EACH IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE STANDARDS. GARAGE SLAB SHALL HAVE --_-- AT WOOD BEAM •• DECK BEAM WITH 4 Sd NAILS AT DECK �. A=001.00 3500 PSI STRENGTH. O *A N 0 UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF NEW POURED CONCRETE WOOD BEAM BEAM AND (4) 8d NAILS -p , 2. ALL PIER FOOTINGS SHALL EXTEND T ONE TON PER SQUARE FOOT (GRADED SAND WITH GRAVEL) THE BOTTOM OF ALL PIER FOOTINGS 1` ' PIER FOOTING AT LEDGER BEAM 'f Q+ SHALL BE A MINIMUM 3'-0" TO 4'-0" BELOW FINISHED GRADE. ALL PIER FOOTINGS SHALL BEAR ON �, '� E Iq4 01 OF 12 SUITABLE SAND AND GRAVEL. — NEW POURED CONCRETE SIMPSON STRONG-TIE I ' SIMPSON STRONG-TIE 3. ALL REINFORCING BARS TO BE INTERMEDIATE GRADE 60 DEFORMED BARS, ALL TO AMERICAN FROST WALL H3 7 H.3 CONCRETE INSTITUTE AND AMERICAN REINFORCING CONCRETE INSTITUTE STANDARDS. MINIMUM OF 30 DIAMETERS LAP ON ALL SPLICES. A-001 NOT TO SCALE A-401 NOT TO SCALE 4. POST ANCHORS IN ALL PIERS SHALL BE 5/8" DIAMETER WITH 3" X 3" X q/64" WASHERS AND BOLTS. MINIMUM OF FOUR (4) BOLTS PER POST. MINIMUM 8" PENETRATION INTO CONCRETE. EXISTING DECK, STAIRS AND RAILINGS TO BE REMOVED IN THEIR ENTIRETY ---------------- - EXISTING CANTILEVER i (ABOVE) TO BE REMOVED DEMOLITION / REMOVAL NOTES: I. QUESTIONS ARISING DURING DEMOLITION CONCERNING THE REMOVAL OF ITEMS NOT SPECIFICALLY ADDRESSED BY THESE DRAWINGS SHALL BE DIRECTED TO THE --- EXISTING WALL TO BE REMOVED ARCHITECT FOR RESOLUTION. r-T-T-7--1 F-F-r-T- EXISTING DOOR, FRAME 2. THE5E DOCUMENTS DO NOT AUTHORIZE T14E REMOVAL OF ASBESTOS. THE EXISTING WALL TO REMAIN AND HEADER TO BE DETERMINATION OF THE PRESENCE OF ASBESTOS 15 THE RESPONSIBILITY OF OTHERS. 3. CONTRACTOR I5 RESPONSIBLE TO VERIFY WHETHER ANY EXISTING MATERIALS BEING EXISTING DOOR AND FRAME TO BE REMOVED ' REMOVED DISTURBED BY THE SCOPE OF WORK CONTAIN LEAD PAINT. REMOVAL OF SUCH i PORTION OF EXISTING MATERIALS SHALL BE DONE IN ACCORDANCE WITH THE FEDERAL GUIDELINES BY A EXISTING DOOR AND FRAME TO L-1-1--1--1----L_L-1-� ,-------- -� WALL 70 8E REMOVED REMAIN CERTIFIED LEAD PAINT REMOVAL CONTRACTOR. i FOR NEW DOOR OPENING 4. ALL STRUCTURAL MEMBERS ARE TO REMAIN' UNLESS OTHERWISE NOTED. _------_ - 5. SHOULD ANY OF THE PARTITIONS INDICATED TO BE REMOVED BE FOUND TO BE LOAD - --- -- - BEARING (UNLESS ALREADY NOTED AS SUCH IN THE CONSTRUCTION DOCUMENTS), EXISTING WINDOW, FRAME NOTIFY THE ARCHITECT IMMEDIATELY OF THE CONDITION PRIOR TO PERFORMING ANY AND HEADER TO BE WORK. REMOVED 6. CONTRACTOR SHALL PROVIDE ALL REQUIRED SNORING t SUPPORTS TO EXISTING BA-M STRUCTURE TO MAINTAIN STRUCTURAL STABILITY OF STRUCTURE DURING DEMOLITION. E TR 7. CONTRACTOR SHALL VERIFY t SHUT OFF ALL UTILITIES, ETC. HEATING, PLUMBING LINES ETC. TO AREAS OF DEMOLITION PRIOR TO START OF WORK. EXISTING CMU WALL TO EXISTING EXTERIOR WALL O NOTE: ADEQUATE BRACING 8. CONTRACTOR TO ISOLATE DUST WITH PLASTIC t PLYWOOD OVER OPENINGS INTO TO REMAIN AT ALL LOAD BEARING WALL UNAFFECTED AREAS. REMAIN REMOVALS UNTIL NEW q. CONTRACTOR To PROTECT EXISTING FLOORS WITH PLYWOOD OR 140MASOTES * TAPES. WALLS/BEAMS/HEADERS ARE 10. ALL DEBRIS AND MATERIAL SHALL BE HAULED AWAY AS IT 15 COLLECTED. SITE W D INSTALLED SHALL BE KEPT NEAT AND ORDERLY AT ALL TIMES. ALL DUMPSTER'S SHALL BE CLEANED AND CHECKED DAILY OF PAPERS, ETC. 11. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER/CLIENT THE DESIGNATED EXISTING GOULMN To LAUNDRY EXISTING COULMN To ENTRANCE/ENTRANCES W14IC14 THE WORKERS WILL USE. THE NUMBER of ENTRANCES EXISTING SHALL BE KEPT TO A MINIMUM TO AVOID ANY DAMAGE TO THE EXISTING STRUCTURE REMAIN WH TO REMAIN TO REMAIN EXISTINGTERIOR WALL AND BE THE CLOSEST ENTRANCE TO THE AREA OF THE WORK BEING DONE. REMAIN 12. WHERE WALL REMOVALS ARE INDICATED, REMOVE EXISTING ELECTRICAL DEVICES AND _____________________________________________ ____________= EXISTING ELECTRICAL DISTRIBUTION BACK TO EXISTING ELECTRIC PANEL, SEE ELECTRICAL ENGINEERING DRAWINGS. 13. PLUMBING FIXTURES AFFECTED BY WALL REMOVALS TO BE REMOVED WITH PLUMBING a a EXISTING DOOR TO REMAIN LINES CAPPED AT PLUMBING MAIN, PLUMBING ENGINEERING DRAWINGS. 14. BRACE EXTERIOR WALLS AS REQUIRED, PRIOR TO ANY REMOVALS. 15. ALL EXISTING WINDOWS, FRAMES, AND CASINGS TO BE REMOVED. 2 CAR GARAGE ----- FAMILY ROOM J 16. ALL EXTERIOR SIDING AND ROOFING SHINGLES TO BE REMOVED. MODIFY AS SHOWN _ _ MODIFY AS SHOWN _ CL ETR_ EXISTING STAIRS TO EXISTING FIREPLACE AND PORTION OF EXISTING ------- REMAIN CHIMNEY TO REMAIN WALL TO BE REMOVED FOR NEW WINDOW PORTION OF EXISTING OPENING WALL TO BE REMOVED FOR NEW WINDOW LINE OF EXISTING ---- OPENING CANTILEVER (ABOVE) TO -- ----7 --------p----- --- _ REMAIN ; I + LINE OF EXISTING rev description --------- -------- ----------------- -----------�J LL----------- -------- -------� CANTILEVER (ABOVE) 70 EXISTING DOOR, FRAME REMAIN AND HEADER TO BE �------- ------� EXISTING WINDOW FRAME REMOVED -------� AND HEADER TO BE EXISTING BRICK VENEER REMOVED TO BE REMOVED EXISTING BRICK VENEER 08/21/23 ISSUED TO CLIENT TO BE REMOVED L_L_L_L_ J_ _____________J IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS EXISTING MASONRY STEPS AND LANDING 70 BE ACTING UNDER THE DIRECTION OF A LICENSED ARCHITI�CT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEAR11% THE REMOVED SEAL. OF AN ARCHITECT 15 ALTERED, THE ALTERING; t ( I ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL. AND THE ( 1 LOWER LEVEL DEMOLITIO � FLAN NOTATION 'ALTERED CH FOLLOWED 1, ND SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC t5F�LEt 1/4" m I'-0" i DESCRIPTION OF THE ALTERATION. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUGN ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. 1"1ISTH05 RESIDENCE STAIRWAY AND HANDRAIL NOTES: HANDRAIL NOTES: 0 1. THE MINIMUM STAIR WIDTH 15 TO BE 36", PER R311.7.1. RESIDENTIAL RENOVATION a_ z 2. THE MINIMUM STAIR WIDTH BELOW HANDRAIL HEIGHT IS TO BE R311.7.8.5 GRIP SIZE - 31-1/2" WHERE HANDRAIL INSTALLED ON ONE SIDE AND 27" 11/2" NOMINAL WOOD ' REQUIRED HANDRAILS SHALL BE ONE OF THE FOLLOWING TYPES OR RAILING MOUNTED WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES, PER R311.7.1 PROVIDE EQUIVALENT GRA5PABILITY 2310 THE LONG WAY LANE TO WALL 3. THE MINIMUM HEADROOM CLEARANCE 15 TO BE 0-8" MEASURED SOUTHOLD, NEW YORK wnc VERTICALLY FROM THE SLOPE LINE ADJOINING THE TREAD 1. TYPE I HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL NOSING, PER R311.7.2. HAVE AN OUTSIDE DIAMETER ON NOT LESS THAN 1 1/4 INCHES LOWER LEVEL DEMOLITION PLAN, Q o 4. THE MAXIMUM VERTICAL FLIGHT RISE SHALL BE 151" BETWEEN 2. (32 MM) AND NOT GREATER THAT 2 INCHES (51 MM). IF THE DETAIL, NOTES AND LEGEND o Z FLOOR LEVELS AND LANDINGS, PER R311.7.3. HANDRAIL 15 NOT CIRCULAR , IT SHALL HAVE A PERIMETER OF 5. 714E MAXIMUM RISER HEIGHT SHALL BE 8-1/4", AND THE NOT LE55 THAN 4 INCHES (102 MM) AND NOT GREATER THAN 6 GREATEST RISER HEIGHT SHALL NOT EXCEED THE SMALLEST 1/4 INCHES (160 MM) AND A CROSS SECTION OF NOT MORE THAN ARCHITECT, P.c. \ A OAK TREAD BY MORE THAN 3/8", PER R311.7.5.1. 2 1/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT IDRV \ w Q 6. THE MINIMUM TREAD DEPTH 15 TO BE NOT LESS THAN q" LESS THAN 0.01 INCHES (0.25 MM). \ CIAO MAXIMUM 3. TYPE II HANDRAILS WITH A PERIMETER THAN 6 1/4 INC14ES (160 NOSING RADIUS (NOSING EDGE TO NOSING EDGE), AND THE GREATEST TREAD „ MM) SHALL HAVE A GRASPABLE FINGER RECESS AREA ON BOTH 1180 Park Avenue Franklin Square, New York 11010 m DEPTH SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 , 51DE5 OF THE PROFILE. THE FINGER RECESS SHALL BEGIN WITHIN (516) 352-g827 www.drvarch.com PINE RISER PER R311.7.5.2. 3/4 INCH (Iq MM) MEASURED VERTICALLY FROM TALLEST 7. MAXIMUM NOSING RADIUS 15 TO BE q/16" WITH A MINIMUM PORTION OF T14E PROFILE AND HAVE A DEPTH OF NOT LESS drawn by-, LaS AJH checked b . VT PROJECTION OF 3/4" AND MAXIMUM PROJECTION OF 1-1/4", PER T14AN 5/16 INCH (8 MM) WITHIN 7/8 INCH (22 MM) BELOW THE scale: AS NOTED date: R311.7.5.3 (UNLESS TREAD DEPTH 15 11" OR GREATER). WIDEST PORTION OF PROFILE. THIS REQUIRED DEPTH SHALL project number: 2325 8. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE CONTINUE FOR NOT LESS THAN 3/6 INC14 (10 MM) TO A LEVEL cr_ OF EACH STAIR RUN OF TREADS OR FLIGHT WITH FOUR OR T14AT IS NOT LESS THAN 1 3/4 INCHES (45 MM) BELOW THE MORE RISERS PER R311.7.8. TALLEST PORTION OF T14E PROFILE. T14E WIDTH OF THE HANDRAIL co °L q. THE HANDRAIL HEIGHT SHALL BE NOT LESS THAN 34" AND NOT ABOVE THE RECESS SHALL BE NOT LESS THAN 1 1/4 INC14ES (32 MORE THAN 38" MEASURED VERTICALLY FROM THE SLOPED MM) AND NOT MORE THAN 2 3/4 INCHES (70 MM). EDGES SHALL Cj ' i 'Vol PLANE ADJOINING THE TREAD NOSING PER R311 HAVE A RADIUS OF NOT LESS THAN 0.01 ICH (0.25 MM) '� -t PROPOSED TREAD q1' 3/4" MINIMUM .7.8.1 - 36" IS -002,00 NOSING EDGE To PROJECTION, RECOMMENDED. R311.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS. �* I NOSING EDGE " I I/4" MAXIMUM 10. HANDRAIL PROJECTION, HANDRAIL CLEARANCE, HANDRAIL 10 I/4 PROJECTION CONTINUITY AND HANDRAIL GRIP-SIZE TO BE IN ACCORDANCE PLASTIC COMPOSITE EXTERIOR HAND RAILS SHALL COMPLY WITH THE vh� '1( ►SEW MIN. TREAD WITH R311.7.8.2 THRU R311.7.8.5. REQUIREMENTS OF SECTION R507.2.2. 02 OF 12 2 TYPICAL STAIR DETAIL NEW 6" X 6" P.T. WOOD POST (TYP. q), SEE 4/A-001 4 5/A-00q 3 NEW (2) 1 3/4" X 11 7/8' M.L. POURED CONCRETE A-001 EACH SIDE OF WOOD POST CONSTRUCTION NOTES: FROST WALL, SEE WITH (3) 1 3/4" X 11 7/8" M.L. I. ALL NEW PLATE HEIGHTS ARE MATCH EXISTING, UNLESS OTHERWISE NOTED. 1/A-001 FILLERS, THRU-BOLTED WITH MI NOTE: 2.BEAMS FOR EXTERIOR 2. ALL NEW EXTERIOR WALL FRAMING TO SE 2" X 4" WOOD STUDS AT 16" O.G. EXISTING WALL TO REMAIN 3/4"0 BOLTS STAGGERED TOP USE TO BE WRAPPED IN TYVEK 3. ALL DIMENSIONS INDICATED ON THE CONSTRUCTION PLANS ARE TO OUTSIDE OF STUD NEW CONSTRUCTED STUD WALL NEW 2" X 12" t BOTTOM (DROPPED) BUILDING WRAP, ALL SIDES AND FRAMING, UNLESS OTHERWISE NOTED. NEW CONSTRUCTED INSULATED (THERMAL) WALL STRINGER _________ i EDGE$ 4. UPPER FLOOR FRAMING 15 EXISTING TO REMAIN. 2 1 5. NEW UPPER FLOOR FRAMING TO BE 2" X B" FRAMING, MATCH EXISTING. EXISTING DOOR AND FRAME TO LINE OF NEW STEPS i 1 6. ALL PLYWOOD SUBFLOORING TO BE GLUED AND ANCHORED WITH RINGSHANK NAILS. REMAIN AND LANDING ABOVE --------- FA-001 A- 7. WHERE BEAMS AND HEADERS ARE INDICATED PROVIDE POSTS EACH END. WIDTH OF POST (TYP ) i,CL- CL CL � �I TO MATCH WIDTH OF BEAM, MINIMUM 4" BEARING ON POST. NEW DOOR AND FRAME NEW (2) 2 X 10�� i 4'-2 I/2��-CL,i lg'-5 I/4II Ig -5 I/4 B. INTERIOR WALLS AND CEILINGS TO BE FURRED OUT FOR PLUMB, SQUARE AND LEVEL cn EACH SIDE OF WOOD --------- 3/4" 7" SURFACES. _ ------------ ---------------- --------------------------------------� ' ______ ---------- _ SMOKE DETECTORS TO BE INSTALLED IN ALL POST— __ ��—_—_—_—_—_—_—_—_ _—_—_—_—_—_ _—_—_—_—_—_—_—_—_—_---_—_--- q. PLUMBING LINES PENETRATING FLOOR JOISTS MUST NOT EXCEED 30X OF JOIST HEIGHT. IN �' t---------------- �' GASES WHERE THIS OCCURS NEW MATCHING FLOOR JOISTS TO BE SISTERED TO EXISTING BEDROOMS AND HALLWAYS. NEW SMOKE ALARMS TO NEW 2" X 12" RIM FLOOR JOISTS FOR TOTAL LENGTH OF EXISTING MEMBER. BE HARD-WIRED AND INTERCONNECTED IN COMPLIANCE NEW 2" X 12" RIM BOARD—� 10. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE WITH SECTION R314 OF THE RESIDENTIAL CODE OF NEW 2' X B" D.B. �r--- --� BOARD NYS. FOR NEW HOUSES AND RENOVATIONS SMOKE @ 16' O.C. i �i, INFORMATION PROVIDED ON THE DRAWINGS AND THE FIELD CONDITIONS EXPOSED DURING , fir, NEW 2" X 8" RIM LINE OF NEW DECK CONSTRUCTION, PRIOR TO CONTINUING WITH THE WORK. ALARMS TO BE INTERCONNECTED. NEW 2" X 8" RIM BOARD , --_-_ �=-BOARD ABOVE (TYP.) 11. WHERE PLUMBING LINES ARE INSTALLED IN A BEARING PARTITION, THE BEARING 15 0 NEW (2 � 2 X 10 -- _- '� CID45'-0 1/2" TO BE FRAMED WITH 2" X B" STUDS AT 16" O.C. CARBON MONOXIDE (CO) DETECTORS TO BE INSTALLED iv EACHS SIDE OF WOOD -- ------'� r u OVERALL STRUCTURE N " 12. INSTALL GOLD WATER LINE IN KITCHEN AT NEW REFRIGERATOR LOCATION, FOR ICE MAKER. IN ALL HALLWAYS ON BEDROOM LEVELS. NEW CARBON ______-_�.1 NEW 2 X 12 STRINGER w NEW (2) 1 3/4 X 11 7/8 M.L. P05T I A " " `1' CM MONOXIDE ALARMS TO BE HARD-WIRED AND o , NOTE- W/ (1) 1/2 X 11 STEEL �_ INTERCONNECTED IN COMPLIANCE WITH SECTION R315 NEW 2" X 12" NEW (2) 2" X 10" TOP OF NEW DECKING TO BE PLATE THRU BOLTED W/ OF THE RESIDENTIAL CODE OF NYS AND SECTION q15 `� STRINGER _ _ '� EACH SIDE OF WOOD x v SET 3' BELOW ADJACENT 1/2"0 BOLTS @ 12' O.C. DECK LUM15ER NOTE: - -- - � POST o INTERIOR FINISHED FLOOR STAGGERED TOP BOTTOM I PER SECTION R507.2: OF THE FIRE CODE OF NYS. FOR NEW HOUSES AND -- -- ._ m ALL DECK STRUCTURAL LUMBER 0 NO 0 RENOVATIONS, CARBON MONOXIDE ALARMS TO BE NEW 2' X 8" RIM + NEW 2" X B' RIM ! (FLUSH) T BE . 2 GRADE R BETTER LUMBER, INTERCONNECTED. BOARD BOARD z ft 33'-3" III-q 1/2' PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R317, OR APPROVED, NATURALLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE REQUIRED IN \ li ACCORDANCE WITH SECTION R318. CUTS, NOTCHED AND DRILLED HOLES OF _i NEW 2" X 8" D.B. '�I _ -----NEW 2" X 12'M DECK LINE OF CANTILEVER (ABOVE)_LEDGER — —_ PRESERVATIVE-TREATED WOOD MEMBERS SHALL BE TREATED IN ACCORDANCE `9 @ 16, O.C. - NEW POST (ABOVE) NEW 2' X 12" o WITH SECTION R317.1.1. ALL PRESERVATIVE-TREATED WOOD PRODUCTS IN ©� SEE 4/A-010 I CONTACT WITH THE GROUND SHALL BE LABELED FOR SUCH USAGE. i NEW 2" X 12" DECK LEDGER i i EXISTING DECK LEDGER NEW 2' X 10" DECK NEW POST (ABOVE), ❑ CLOSE-IN WALL HVAC NOTES: LEDGER SEE 6/A-010 OPENING TO 1. EXISTING HVAC SYSTEM TO REMAIN. MATCH EXISTING 2. G.G. TO EXTEND EXISTING HVAC SYSTEM INTO NEW SPACES. G.C. TO VERIFY CAPACITY OF EXISTING EXTERIOR z ADJACENT EXISTING HEATING AND COOLING SYSTEM AND INFORM CLIENT/ ARCHITECT IF INSUFFICIENT WALL TO REMAIN . < ET +- NEW POST (ABOVE), FOR ADDITIONAL SPACES. L Lj -� cn 3. KITCHEN RANGE HOOD EXHAUST TO BE VENTED TO EXTERIOR. RANGE HOOD PROVIDED BY i o Z w SEE 5/A-010 OWNER (N.I.C.), INSTALLED BY G.C. RANGEHOOD TO BE INSTALLED IN ACCORDANCE WITH aD ao 0 -i !- o NRESIDENTIALCO 0 N 5 SECTION MI - T E DE F Y503 AND TABLE M1505.4.4 (SEE DRAWING A 003). x x w "- Q x FOR FREESTANDING OR BUILT-IN RANGES SEE MIg01 AND MIgO2 FOR REQUIRED CLEARANCES N z do ? T-q z_ AND FOR LISTED AND LABELED HOUSEHOLD USE. WHEN THE EXHAUST RATE FOR AN 4 z W D x =o 0 Q INDIVIDUAL KITCHEN EXCEEDS 400 CFM MAKEUP AIR SHALL BE PROVIDED IN ACCORDANCE NOTE: � EXISTING DROPPED BEAM _ a N p WITH SECTION 505.4. LOCATION OF THE MAKEUP UNIT TO BE COORDINATED WITH THE OWNER. FOR ADDITIONAL INFORMATION CONCERNING cn TO REMAIN �_ z o EXISTING DROPPED N 4. ALL BATHROOMS TO HAVE EXHAUST FANS, VENTED TO EXTERIOR. EXHAUST TO BE TIES AND FASTENERS, SEE SHEET A 011 ~ EXISTING COLUMN 66 +�- BEAM TO REMAIN INSTALLED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NYS SECTION MI505 AND TABLE EX T G L EXISTING M1505.4.4 (SEE DRAWING A-003). a TO REMAIN tREMAIN EXISTING COLUMN s tH TO REMAINrev descri Lion -------------------- -------- ------------------------- RESIDENTIAL CODE TABLE M1505.4.4 EXISTING DOOR TO o MINIMUM REQUIRED LOCAL EXHAUST RATES FOR REMAIN (TYP.) ONE AND TWO FAMILY DWELLINGS d AREA TO BE EXHAUST RATE5 O FAMILY ROOM x EXHAUSTED x 2 CAR GARAGE MODIFY AS 5HOWN KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS 08/21/23 ISSUED TO CLIENT MODIFY AS SHOWN N z EXISTING CHIMNEY q Z - ETR Q TO REMAIN BATHROOMS- MECHANICAL EXHAUST CAPACITY OF 50 CFM IT 15 A VIOLATION OF THE LAW FOR ANY PERSON UNLESS 0 Q E-- EXISTING STAIRS TO z 6 TOILET ROOMS INTERMITTENT OR 20 CFM CONTINUOUS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT " A REMAIN N o TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE 1n NEW 2 X 8 DECK BEAMS EXISTING FIREPLACE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING @ 16" O.C. ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE TO REMAIN NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE NEW 2" X 10' DECK LEDGER AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC _ _ _ _ _ _ _ LIGHT, VENTILATION AND HEATING NOTE: DESCRIPTION OF THE ALTERATION. NEW 2 1 - X q I/2" M.L. MDR NEW 2 13/4" X q I/2' M.L. MDR ----- ----- " n = PER SECTION R303 HABITABLE ROOMS REQUIRE A GLAZING AREA THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS co ( ) ( � NEW (2) 1 3/4 X q I/2 M.L. NDR i d; OF A MINIMUM OF 8� OF THE ROOM'S FLOOR AREA AND NATURAL � i � � SUCH ARE THE PROPERTY OF THE ARCHITECT. -----------a -----------------Q---------------ii ii------------ -------------- VENTILATION OF A MINIMUM OF 4% OF THE ROOM'5 FLOOR AREA, INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE i, ,i WITH THE FOLLOWING EXCEPTIONS: PROHIBITED. 3 5'-q 1/4" q'-3" i 22'-6 3/4" 7'-5 1/2" 3 1. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE A_ppq i i A-OOq OPENING 15 NOT REQUIRED BY SECTION R310 (EMERGENCY 1"tISTHOS RESIDENCE ESCAPE AND RESCUE OPENINGS) AND A WHOLE-HOUSE NEW 2" X 8' RIM BOARD / � _�- F' ---r'-4� NEW 2" X 8" RIM BOARD MECHANICAL VENTILATION SYSTEM 15 INSTALLED IN a II �I I M II ACCORDANCE WITH RESIDENTIAL CODE SECTION M1507 RESIDENTIAL RENOVATION NEW (2) 2 X 10 (DROPPED) __ NEW 6 X 6 P.T. WOOD POST (MECHANICAL VENTILATION). BEAM EACH 51DE OF WOOD i I (TYP. 2), SEE 4/A-001 : 2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS POST it ------ ------ li G.C. TO VERIFY EXISTING WHERE EXCEPTION 1 I5 SATISFIED AND ARTIFICIAL LIGHT IS 2310 THE LONG WAY LANE FRAMING AND NOTIFY PROVIDED THAT IS CAPABLE OF PRODUCING AN AVERAGE --�------- SOUT1-LOCO N 23'-3 3/4" �� 3'-5 3/4"_� 3'-5 3/4" �� 14'-q 1/4" ARCHITECT OF ANY ILLUMINATION OF 6-FOOTGANDLES OVER THE AREA OF THE , NEW YORK DISCREPANCIES PRIOR TO ROOM AT A HEIGHT OF 30-INC14ES ABOVE THE FLOOR LEVEL. '' ' 'I BEGINNING CONSTRUCTION LOWER LEVEL CONSTRUCTION PLAN POURED CONCRETE n------- y--------r NEW 2" X 12" STRINGER � FROST WALL, SEE THE ABOVE EXCEPTIONS ARE SATISFIED WITH THIS WORK. NOTES AND LEGEND 1/A-001 22'-8 I/2" 8'-211 14'-2" DRV ARCHITECT, P.C. NOTE: 1180 Park Avenue Franklin Scipare, New York 11010 FOR INFORMATION PERTAINING TO THE SIDE WALLS OF NEW 2 (516) 352-9827 www.dryarch.com PORTICO STEPS AND LANDING, A-OOq SEE 3/A-00q drawn by, Las AJ14 checked by.-W 45'-0 1/2" scale: AS NOTED date: OVERALL STRUCTURE project number: 2325 LOWERE0A- 03 LEVEL CONSTRICTION FLAN 4,a`�G�A►s SCALE: 1/4" I'-o" '� o °►* �� AW003,00 "'E(N Yp ' 03 OF 12 EXISTING WINDOW TO EXISTING DECK, STAIRS AND �-r- ______________ _______ ___�, REMAIN RAILINGS TO BE REMOVED 11F IN ITS ENTIRETY Ili 'I i III EXISTING EXTERIOR WALL TO BE REMOVED AT AREA PORTION OF EXISTING Ili OF NEW KITCHEN WALL TO BE REMOVED r-r-T-z iJ I I BUILDOUT I I I I I I I I I'I FOR NEW WINDOW i I i i i i i I i EXISTING WINDOW, FRAME OPENING AND HEADER TO BE I I I I I I I I I I I REMOVED EXISTING FLU TO REMAIN PORTION OF EXISTING WALL TO BE REMOVED --- --- = - -- -- ===== ----- -- FOR NEW DOOR OPENING EXISTING WINDOW, FRAME BATH � i i i EXISTING DOOR, FRAME AND HEADER TO BE E.T.R. 1 1 REMOVED ii AND ER TO BE REMOVED O I II EXISTING EXTERIOR WALL PRIMARY BEDROOM EXISTING INTERIOR WALL TO REMAIN MODIFY AS SHOWN G ---^-—- -i--� i i TO BE REMOVED EXISTING TUB, TOILET, i �, 1� � `>) LJ --J , I DINING ROOM �( ---- II SINK AND VANITY TO BE __ 1 „ EXISTING CABINETS , REMOVED. REUSE --- -_ - `' , COUNTERS EXISTING WINDOW AND PLUMBING WITH NEW i i i SINK AND APPLIANCES TO BE FRAME TO BE REMOVED. PLUMBING FIXTURES REMOVED. REUSE PLUMBING IN EXISTING HEADER TO NEW KITCHEN LAYOUT REMAIN TiI Ti I EXISTING DOOR TO r n BAM. � III REMAIN I I 1 1 I I I NOTE: 111171- --------------- PROVIDE ADEQUATE BRACING AT CL ALL LOAD BEARING WALL ETR EXISTING INTERIOR WALL REMOVALS UNTIL NEW TO REMAIN WALL5/BEAM5/14EADER5 ARE INSTALLED CL ----- -------- ------------------------- EX15TING WINDOW, FRAME i ETR EXISTING LOW HEIGHT AND HEADER TO BE I III ETR WALL, STAIR AND REMOVED , I RAILING TO REMAIN BUR= C` CHIMNEY 'TO REMAIN AND MODIFY AS SHOWN ETR BEDRWM CO- MODIFY AS SHOWN PORTION OF EXISTING WALL TO BE REMOVED CL EXISTING WINDOW, ��� FOR NEW WINDOW ETR FRAME AND HEADER _ `� OPENING EXISTING EXTERIOR WALL 70 BE REMOVED� - - 70 REMAIN--- —� -r----- --------------�--r -- rev, description __ -- EX1571NG DECORATIVE I I I I I I I I I I EXISTING DECORATIVE WALL TO BE REMOVED ' I I I 1 1 I 1 I I 1 1 I I I I I WALL TO BE REMOVED LJ LJ LJ ���------ ------ti� LJ PORTION OF EXISTING r-1�1_1=1_�s--------- _-_ih EXISTING WINDOW, FRAME WALL TO BE REMOVED I ' i i i I I AND HEADER TO BE FOR NEW WINDOW I l i i i I II REMOVED I OPENING I I 08/21/23 ISSUED TO CLIENT I I I I I I I I I EXISTING DOOR FRAME cJ-J_J__j--------- — __ I AND H HEADER TO BE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS _ --J REMOVED ACTING UNDER T14E DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE EXISTING STEPS, LANDING SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING AND RAILING TO BE ARCHITECT SHALL AFFIX TO NI5 ITEM THE SEAL AND THE REMOVED NOTATION ALTERED Br FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC I UPPER LEVEL DEMOLITION FLAN DESCRIPTION OF THE ALTERATION. ( A-��I�ALE, I/1 I'-0" THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND A5 SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. NEW 4" VENT THRU ROOF M I8THOS fREJ I D ENCE ROOF PLUMBING NOTES: 1 I. ENTIRE PLUMBING INSTALLATION SHALL CONFORM WITH THE LATEST EDITION OF THE RESIDENTIAL CODE OF RESIDENTIAL RENOVATION EXISTING DISHWASHER TO KITC14ENj BATA NYS AND ALL APPLICABLE LOCAL CODES. EXISTING W.C. TO BE 2. THE SYSTEM SHOWN 15 WITH CAST IRON WASTE LINES AND COPPER VENT LINES. PLUMBER MAY USE CPVC BE REMOVED _ 11/2" -T- 211 �� _ REMOVED PLASTIC VENTING AND PVC TYPE DWV OR COPPER TUBE TYPE DWV FOR SANITARY LINES IF APPROVED BY 2310 THE LONG WAY LANE `ter-_2 '-I BUILDING INSPECTOR. SOUTHOLD NEW YORK �-- j T�__I`1/2" i EXISTING TUB TO BE 3. ALL DOMESTIC WATER PIPING TO BE MINIMUM TYPE L COPPER WITH APPROVED INDIVIDUAL SHUTOFF VALVES EXISTING KITCHEN SINK r'" �� �� -� I i -� REMOVED UPPER LEVEL DEMOLITION PLAN TO BE REMOVED I 1/2q 24 1 1/2� n 1 AT EACH FIXTURE. � DISH i ' i I I/2-� i i EXISTING LAV. TO BE 4. ALL PIPING SHALL BE ADEQUATELY SUPPORTED AND INSTALLED IN A CONCEALED MANNER WHEREVER PLUMBING RISER DIAGRAM, NOTES -� SINK W C. ' I 1 i�REMOVED POSSIBLE AND ALLOWANCE MADE FOR EXPANSION AND CONTRACTION OF PIPING. AND LEGEND LT� --_; j TUB LAV. i 5. VALVES 2" OR SMALLER SHALL BE OF ALL BRONZE. MINIMUM WORKING PRESSURE RATING FOR PIPING, T VALVES AND FITTINGS SHALL BE 160 P51 AT 73 DEGREES F. UPPER LEVEL -f^� 1 1 i I L---' 1 (^i-� (o. PROVIDE AIR CHAMBERS AT NIGH POINT OF THE HOT AND COLD WATER RISERS, AND DRIP VALVES AT 714E RV ARCHITECT, p.c. 1 G.O. 2" 2" 3" 2" I I/2" G.O. I (�>�i I BOTTOM OF EACH WATER RISER. l 1 j J J 7. PROVIDE CLEANOUTS AT THE END OF ALL SANITARY LINES C14ANGE OF DIRECTION AND BASE OF ALL are NOTE: -----� ' 1180 Park Avenue Franklin 5 New York 11010 THERE IS NO WORK 211 4„ 1 4n 21' 1 1/2" J--- VENTED LINES AS REQUIRED BY THE PLUMBING CODE AND LOCAL ORDINANCES. qJ� , PROPOSED FOR THE 8. PROVIDE SHUTOFF VALVES AT ALL PLUMBING FIXTURES LINES AND RISERS. (516) 352-9827 www.drvarch.com LOWER LEVEL q. INSTALL I" FIBERGLASS INSULATION ON ALL HOT WATER PIPING AND FITTINGS. i 10. EXTEND ALL EXISTING FIRST FLOOR VENT LINES T14ROUGH NEW SECOND FLOOR AND ROOF. drawn by, LaS AJN checked by.-T LOWER LEVEL EXISTING 4" G.I. HOUSE TRAP II. ALL PLUMBING VENT LINES AND OTHER ROOF PENETRATIONS TO BE POSITIONED BY THE CONTRACTOR TO scale: AS NOTED date: NOT BE VISIBLE FROM THE STREET. AND FRESH AIR INTAKE. PLUMBER project number: 2325 TO VERIFY EXISTING CONDITION 12. CONTRACTOR TO INCLUDE ALL ASPECTS OF THE WORK TO PROVIDE A COMPLETE PLUMBING SYSTEM FOR BOT14 THE SANITARY WASTE AND DOMESTIC SUPPLY (HOT AND COLD WATER) SYSTEMS. J 13. CONTRACTOR TO INCLUDE ALL ROUGHING, HANGER5, DRAINS, VENTS, FITTINGS, PLUMBING FIXTURE AND a`S�EPEED" r----- -- --------- ACCESSORY CONNECTIONS, ETC. �4i Cam$ C.O. C.O. 14. WHERE REQUIRED, CONTRACTOR TO INCLUDE EXCAVATION, BACKFILLING, ROOF FLASHING, ETC. TO MAKE THE EXISTING 4" WASTE SYSTEM COMPLETE IN ALL RESPECTS. 15. THOROUGHLY CLEAN ALL FIXTURES AND OT14ER EQUIPMENT, REMOVE ALL SURPLUS EQUIPMENT AND DEBRIS. * A-004.00 BACKWATER MAKE FINAL INSPECTION OF ALL INSTALLED WORK AND CORRECT ANY LEAKS OR OTHER PROBLEMS r VALVE ENCOUNTERED. s�- 16. CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE THAT T14E ENTIRE SYSTEM INSTALLED SHALL BE FREE 04 OF 12 EXISTING WASTE LINE OF DEFECTS FOR ONE YEAR FROM TIME OF FINAL ACCEPTANCE OF THE COMPLETED WORK BY THE OWNER. �" TO EXISTING SANITARY FLUM51NG 2 RISER DIAGRAM WASTE SYSTEM A-004 N.T.S. EXTERIOR DOOR 1^11 N DOW SCH E D U 1.._ E 3 MARK MANUFACTURER STYLE MODEL NO. ROUGH OPENING VALUE 5HGC GLAS F) AVENT m COMMENTS A-001 O FRONT ENTRY DOOR 5'-8' X 6'-8" 0.23 1 AS SELECTED BY OWNER WITH SIDELIGHTS © ANDERSEN CASEMENT CX145-4 10'-8" X 4'-5 3/8' 0.2q 0.2q 36.0 33.6 2 © ANDERSEN CASEMENT CX145-3 8'-0' X 4-5 3/8" 0.29 0.2q 27.0 25.2 1 2 i OD ANDERSEN CASEMENT CX245 5'-3 1/4" X 4-5 3/8" 0.2q 0.29 15.1 16.8 3 EGRESS WINDOW, INSTALL A_001 A-00q APPROPRIATE HARDWARE OE ANDERSEN CASEMENT CX145 2'-8" X 4-5 3/8" 0.2q 0.29 9.0 S.4 2 EGRESS WINDOW, INSTALL APPROPRIATE HARDWARE O ANDERSEN FRENCH WOOD GLIDING FWGI0068-4 q'-q 3/4" X 0-8" 0.30 0.26 37.04 23.42 I TEMPERED GLASS © ANDERSEN FRENCH WOOD HINGED FWH906a q'-0" X 6'-8" 0.30 0.24 32.88 16.11 1 TEMPERED GLASS NEW WOOD DECK NEW 2" X 8' CEILING BEAM @ O GARAGE DOOR 8'-0" X 7'-0' 2 AS SELECTED BY OWNER 16' O.C. WITH 7' (R-49) s CLOSED CELL FOAM INSULATION G.C. TO VERIFY EXISTING 0 45'-0 1/2" AND 1/2' GYPSUM BOARD FRAMING AND NOTIFY ARCHITECT OF ANY 0 OVERALL STRUCTURE DISCREPANCIES PRIOR TO i'-7" BEGINNING CONSTRUCTION 2 -7 I/2 12'-7" 4'-7 I/2" 12'-6" II'-I I/2" EXISTING PROPOSED ADDITION EXISTING STRUCTURE NOTE O STRUCTURE EXISTING FLUE TO CL / PROVIDE GFI OUTLETS AT 0 REMAIN AND BE 6'-10" 5'-q" 7'-S 1/2" 4'-q 1/2" 5'-5" 5'-8 I/2" KITCHEN COUNTER AND BOXED IN AS SHOWN-\ ISLAND PER SECTIONS © E3g01 AND E3g02 DN ALIGN 1 N _ EXISTING NEW (2) 2' X 12' HDR o `p / F o WINDOW NOTES: N NEW (2) 2" X 12" HDR PAoil N NEW (2) 13/4' X q I/2" M.L. MDR c:, I. ALL ANDERSEN WINDOWS TO BE FROM THE 400 SERIES. V s '-' '-'---- '---- 2. WINDOW EXTERIORS TO BE SEAMLESS ONE-PIECE, PRE-FORMED RIGID VINYL FRAME TO COVER THE WOOD FRAME. EXTERIOR NEW POST DOWN TO NEW - COLOR TO BE WHITE (G.C. TO VERIFY WITH OWNER PRIOR TO ORDERING). 1O MODIFY AS I--► HEADER (BELOW), SEE 4/A 010 3. WINDOW INTERIORS TO BE WOOD WITH FINISH AS SELECTED BY OWNER. HARDWARE STYLES AND FINISHES TO BE SELECTED E.T.R. i SHOWNBY OWNER. z CLOSE-IN WALL ��-, NEW (2) 13/4 X 7 I/4 M.L. z 4. ALL WINDOWS AND EXTERIOR GLA55 DOORS TO INCLUDE "HP LOW-E4' GLAZING. OPENING TO MATCH dW �� W/ (I) I/2" X 7" STEEL PLATE 0 - 5. PROVIDE AND INSTALL ANDERSEN "TRU-SCENE" INSECT SCREENS AT ALL OPERABLE WINDOWS. J EXISTING ADJACENT L _� 4 4 X THRU BOLTED W/ 1/2 0 BOLTS 6. PROVIDE AND INSTALL WINDOW GRILLE PATTERNS AS INDICATED ON THE EXTERIOR ELEVATIONS. 0. 5 6 @ 12 O.C. STAGGERED TOP t 7. PROVIDE AND INSTALL EXTENSION JAMBS AS REQUIRED BASED ON WALL THICKNESS. 04 z PRIMARY BEDROOM i ISLAND BOTTOM (FLUSH) z 8. LIGHT AND VENTILATION TO BE IN ACCORDANCE WITH SECTION R303 OF THE RESIDENTIAL CODE OF NYS. w MODIFY AS SHOWN O o i w q. EMERGENCY ESCAPE AND RESCUE OPENINGS TO BE IN ACCORDANCE WITH SECTION R310 OF THE RESIDENTIAL CODE OF NYS. nc u z u z 10. PROVIDE STRAIGHT ARMS ON CASEMENT WINDOWS AS REQUIRED FOR PROPER WINDOW EGRESS. _ Q NEW EXHAUST FAN, , DINING ROOM Q 11. G.G. TO COORDINATE ROUGH OPENING DIMENSIONS WITH MANUFACTURER FOR COMBINATION UNITS. z SEE HVAC NOTES MODIFY AS SHOWN z FZ ac 0i 12. PROVIDE AND INSTALL ANDERSEN ALUMINUM, ANDERSEN STEEL, OR 4 q/16" X 3/4" LVL REINFORCED JOINING MATERIAL AT y x N o (nP) i 36" ELEC o COMBINATION UNITS. H Q �' � COOKTOP 13. G.C. TO COORDINATE SLIDING AND HINGED DOORS, WITH OWNER, PRIOR TO ORDERING. IG REPLACE FIXTURES IN ° i i 30" 14. ALTERNATE - ONLY FOR PROJECTS WITHIN I MILE OF COAST (WIND ZONE TABLE R301.2.1.2 OF THE INTERNATIONAL `�' � `' EXISTING LOCATIONS &° --a 4 36" REF RESIDENTIAL CODE OF N.Y.5 AND THE NEW YORK STATE UNIFORM CODE SUPPLEMENT. . 0 0 0 OVENS A. G.C. TO SUBMIT A SEPARATE PRICE TO PROVIDE AND INSTALL ANDERSEN STORM WATCH PROTECTION WINDOWS. rev, descri tion _ AV _-_--_-_-- -_-= B. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/I6" AND A MAXIMUM SPAN OF a'-0" SHALL BE �; PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO HALL EXISTING FLUSH BEAM THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN 0 o R ETR 5 CM TO REMAIN ACCORDANCE WITH TABLE R301.2.1.2 OF THE BUILDING CODE OF NEW YORK STATE. _ _____ _______ C. OWNER TO DECIDE WHETHER TO INSTALL STORMWATCH PROTECTION WINDOWS OR STANDARD WINDOWS. THE ao j/ OS CL OWNER HAS BEEN INFORMED THAT IF STANDARD WINDOWS ARE INSTALLED, THEY AS THE OWNER ARE ETA O CLOSE-IN WALL RESPONSIBLE To COORDINATE THE INSTALLATION OF THE WOOD STRUCTURAL PANELS WHEN REQUIRED FOR MODIFY AS SHOWN ETR OPENING TO MATCH WIND-BORN DEBRIS. EXISTING ADJACENT D. PROVIDE FASTENERS FOR WIND IMPACT AS REQUIRED IF WITHIN I MILE OF THE COAST. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS _ CLOSE-IN WALLCL LIVING ROOM ACTING ALT BAN 1�1 IN A�NYION OF A LICENSED WWAY. IF AN ITEM BEARING TNE� Z OPENING TO MATCH MODIFY AS SHOWN UP 7RL FD:N:WR MODIFY AS SHOWN TABLE R301.2.1.2 WIND-BORNE DEBRIS PROTECTION SEAL. OF AN ARCHITECT IS ALTERED, THE ALTERING N EXISTING ADJACENT EXISTING FIREPLACE FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS ARCHITECT SHALL AFFIX TO HI5 ITEM THE SEAL AND THE ' CLOSE-IN WALL TO REMAIN NOTATION "ALTERED BY" FOLLOWED BY HIS SIGNATURE OPENING TO MATCH ` FASTENER SPACING (INCHES) AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC EQUAL CL QUAL CL EXISTING ADJACENT NEW POST DOWN TO DESCRIPTION OF THE ALTERATION. _�_ FDUNDA N WALL (BELOW), FASTENER TYPE PANEL SPAN 4 FEET < PANEL 6 FEET < PANE / NEW 2), 2'i X 12' NDR SEE 2 3/A-o10 4 FOOT SPAN < 6 FEET SPAN 8 FEET SUCHA DRAWINGS RE T14E �TMTRUMENT SER�1/IGE AND AS _-_ NO. a WOOD SCREW INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE NEW 2 2" X 12 HDR NEW 2) 1 3/4" X q 1/2' M.L. HDR BASED ANCHOR I6" O.C. loll O.C. a" O.C. PROHIBITED. 3 NEW,i(2) 2" X 12' HDR 3 WITH 2-INCH A-009 O PAD OUT EXISTING i i © A_ EMBEDMENT LENGTH M I STHOS fRE S I D ENCE WALL AS SHOWN No. 10 WOOD SCREW FOR NEW BUILDOUT i i BASED ANCHOR 6" O.C. 12" D.C. q" O.C. NEW ROOF SKIRT, i i WITH 2-INCH 1 RESIDENTIAL RENOVATION SEE 5/A-006 ______ _______I-j EMBEDMENT LENGTH 5'-5" 10'-11" 7'-1 3/4" EQUAL EQUAL EQUAL EQUAL 1/4-INCH LAG SCREW BASED ANCHOR 16" O.C. 16" O.C. 16, D.C. 2310 THE LONG WAY LANE rk WITH 2-INCH NEW STEPS AND EMBEDMENT LENGTH SOUTHOLD, NEW YORK NEW COLUMN (TYP. 2) LANDING WITH NEW UPPER LEVEL CONSTRUCTION PLAN, PORTICO ABOVE a. THIS TABLE 15 BASED ON I80 MPH ULTIMATE DE51GN WIND WINDOW SCHEDULE NOTES AND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS of LEGEND THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE 45'-0 1/2" LOCATED NOT LESS THAN I INCH FROM THE EDGE OF THE ARCHITECT, P.C. OVERALL STRUCTURE PANEL. I)RV c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR 2 WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT 1180 Park Avenue Franklin S are New York 11010 LESS THAN 2 INCHES INTO THE BUILDING FRAME. 516 352-g827 � www.drvarch.com A-� FASTENERS SHALL BE LOCATED NOT LESS THAN 2-1/2 ( ) I UFFERLEVEL Col �1�7�R�F� I OI ��.. I�l INCHES FROM EDGE OF CONCRETE BLOCK OR CONCRETE. d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO drawn by, Las . AJH checked b SCALE: 114" - I'-0" SHALL BE ATTACHED USING VIBRATION-RESISTANT scale: AS NOTED date: ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF LEGEND: ro'ect number: 2325 NOT LESS THAN 1,500 POUNDS. .\ EXISTING WALL TO REMAIN SMOKE DETECTORS TO BE INSTALLED IN ALL NOTE: �(EEfJ,c , NEW CONSTRUCTED STUD WALL O BEDROOMS AND HALLWAYS. NEW SMOKE ALARMS TO WHERE WALLS ARE OPENED FOR NEW WINDOWS, DOORS, BE HARD-WIRED AND INTERCONNECTED IN COMPLIANCE PLUMBING AND ELECTRICAL WORK, NEW GYPSUM BOARD AND NEW CONSTRUCTED INSULATED WITH SECTION R314 OF THE RESIDENTIAL CODE OF BATT INSULATION ARE TO BE INSTALLED IN AREA OF (THERMAL) WALL NY5. FOR NEW HOUSES AND RENOVATIONS, SMOKE ALTERATION. GYP WALL BOARD TO BE 1/2" MOISTURE ' d� ALARMS TO 8E INTERCONNECTED. A-005.00 RESISTANT IN WET AREAS. BATT INSULATION TO BE PER EXISTING DOOR AND FRAME TO CARBON MONOXIDE (CO) DETECTORS TO BE INSTALLED RC-NYS ECGC SECTION R503.1.1, EXCEPTION 2. EXISTING REMAIN CEILING, WALL AND FLOOR CAVITIES EXPOSED DURING IN ALL HALLWAYS ON BEDROOM LEVELS. NEW CARBON CONSTRUCTION (NEED NOT COMPLY WITH NEW CONSTRUCTION) �' � 05 OF 12 MONOXIDE ALARMS TO 8E HARD-WIRED AND CM NEW DOOR AND FRAME INTERCONNECTED IN COMPLIANCE WITH SECTION R315 PROVIDED THAT THESE CAVITIES ARE FILLED WITHINSULATION. NEW GATT INSULATION TO BE INSTALLED TO THE OF THE RESIDENTIAL CODE OF NYS AND SECTION ql5 OF THE FIRE CODE OF NYS. FOR NEW HOUSES AND MAXIMUM CAVITY SPACE AVAILABLE IN CEILING, WALLS AND RENOVATIONS, CARBON MONOXIDE ALARMS TO BE FLOOR AFFECTED BY THE ALTERATION. INTERCONNECTED. ROOF RAFTER @ 16" O.C. 1 FLOOR JOIST A_009 SOLID WOOD BLOCKING WOOD BEAM @ 48" O.C. 2 BAYS @ GABLE ENDS SIMPSON JOIST ° • • HANGER (4) Sd ° ° NAILS AT DECK BEAM AND (4) 8d SIMPSON 1410 @ lb" O.C. NAILS AT LEDGER ' ° i NEW I'-0" OVERHANG NEW I -0 OVERHANG i --- ------------------- --------------- BEAM �i 2 NEW CRICKET PORCH RAFTER PLATE CONNECTOR 3 SIMPSON JOIST HANGER LINE OF EXISTING ROOF A-006 NOT TO SCALE A-006 NOT TO SCALE i OVERHANG it EXISTING ROOF RAFTERS a EXTERIOR BEARING WALL NOTCH GREATER I TO REMAIN LINE OF WALL BELOW i (TYPICAL) THAN 50% OF THE i li PLATE WIDTH LINE OF EXISTING ROOF I 'i SIMPSON 1 1/2" x 16GA GALV OVERHANG �i METAL STRAP ACROSS AND I� TO EACH SIDE OF THE NOTCH W/ 8-16d NAILS ' EXISTING RIDGE TO REMAIN EACH SIDE TOP PLATES i WOOD STUDS i @ 16" O.C. i EXISTING ROOF RAFTERS I� PIPE OR OTHER NEW 2" X 10" RIDGE it TO REMAIN VERTICAL PENETRATION iti i LINE OF WALL BELOW TOP PLATE FRAMING DETAIL p NEW 2" X 10" VALLEY (ON (TYPICAL) r4 AREA OF ROOF OVER i� Z& THE FLAT) A-006 SCALE: 1/2" I'-0" ROOF it AREA OF ROOF OVER i ROOF NEW 2" X 8" R.R. i' NEW 2" X 8" R.R. SIDING @ 16" O.G. i, i @ Ib" O.C. SHEATHING LINE OF EXISTING ROOF I r T OVERHANG i - _ _ _ _ - NEW 2" X 10" RIDGE FLASHING! NOTE-• J L Ji FOR ADDITIONAL INFORMATION CONCERNING - - SHINGLE: CAP TIES AND FASTENERS, SEE SHEET A-011 3 � iv � iv � 3 CAULKING - = NEW 2" X 12" RIDGE ROOF-2-WALL VENT - WALL MAXIMUM 1/2" CAP revdate description SHINGLE OVERHANG PAD OUT EXISTING ROOF LINE OF EXISTING ROOF FAIR OVERHANG OVERHANG AT NEW ENHANCED SNOW SCREEN GABLE NEW 2" X 12" R.R. FIBERGLASS/ASPHALT 2 @ Ib" O.G. SHINGLES A_ppq FELT PAPER J� ( SHEATHING 08/21/23 ISSUED TO CLIENT EOCA- ROOF FRAMII G FLAN I" SLOT IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS RAFTER OR TRUSSACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, �6 SCALE: 1/4" 1'-0" BAFFLE INSULATION TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 15 ALTERED, THE ALTERING ARCHITECT SHALL AFFIX TO 14I5 ITEM THE SEAL AND THE OOP TO WALL VENT DETAIL NOTATION 'ALTERED BY" f ALTERATION, 8Y NI5 SIGNATURESPECIFIC BOLT FAN TO CURB 5 X AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC BY HVAC CONTRACTOR A-006 NOT TO SCALE DESCRIPTION OF THE ALTERATION. EXHAUST FAN ROOF FLASHING BY THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS HOOD GENERAL CONTRACTOR SX14 ARE THE PROPERTY OF THE ARCHI I EC 1. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIENTED. CAP FLASHING BY PREFABRICATED FAN CURB ROOF RAFTER @ 16' O.C. HVAC CONTRACTOR 4 BACKDRAFT DAMPER M I STHOS RESIDE CAP FLASHING BY FURNISHED BY FAN HVAC CONTRACTOR MANUFACTURER. G.C. TO BEAM SET t SECURE FAN CURB RIDGE - SEE ROOF PLAN RESIDENTIAL RENOVATION TIE RIDGE TO PLATE W/ SIMPSON H2.5A TIE ; SIMPSON H3 TIE 2310 THE LONG WAY LANE SOUTI-TOLD, NEW YORK GABLE WALL TOP PLATE ROOF FRAMING PLAN AND DETAILS LAP AND SECURE SHEET WOOD STUDS @ 16" O.G. S RAFTER 5EAM CONNECTOR E CTOR METAL TO CURB WALL A-006 SCALE: 1" 1'-0" ARCHITECT, P.C. DUCTWORK 2" X 4" DIAGONAL BRACE FASTEN RV TO RIDGE AND STUD 1180 Park Avenue Franklin Square, New York 11010 CAP ROOF SHINGLES SIMPSON 1 1/4" x 20GA (516) 352-9827 www.dryarch.com PLYWOOD SUBFLOOR GALV METAL STRAP C520 EXISTING R FING / 2" X 6" STRONGBACKS @ IV' O.C. ON CEILING JOISTS 2" ROOFING NAILS @ 16" O.C. (EACH RAFTER). drawn by, LaS FRAMING TO REMAIN BACKDRAFT DAMPER TO EXTEND A MINIMUM 5 BAYS FASTEN WITH (5) 8d NAILS checked b . SHINGLE VENT EACH END OF STRAP. scale: AS NOTED date: CLEARSPAN +21 prolect number: 2325 GABLE WALL TOP PLATE ROOF SHINGLES 3/4" /4" FELT (2) TOP PLATES SIMPSON CS-20 11/4" X 20 PLYWOOD SHEATHING GA. STRAPS @ 16" O.C. FASTEN a �� YW/ 18-I0d NAILS CUT LENGTH ROOF RAFTERS A-006,00 (UPDRAFT/ROOF MOUNTED) CLEARSPAN +21" t/ , RIDGE .�� ` , �L 06 OF 12 TYP ROOF EXHAUST FAN DETAIL 7 TYPICAL GA5LE WALL DETAIL q TYPICAL RIDGE VENT DETAIL -006 N.T.S. A- SCALE: 1/2" = 1'-0" A- SCALE: 1/2" = 1'-0" NEW SIDING, 5EE NOTE #2 NEW FIBERGLASS/ASPHALT ROOF SHINGLES, SEE - NOTE #21 NEW RAKE BOARD, SEE NOTE #5 EXTERIOR NOTES: LINE OF EXISTING ROOF I. EXTERIOR WALL MATERIAL TO BE CEDAR IMPRESSIONS VINYL SIDING - COLOR AND STYLE TO BE SELECTED BY OWNER. OVERHANG NEW BRACKET, SEE NOTE #q 2. EXTERIOR WALL MATERIAL AT NEW FRONT GABLE ENDS TO BE BOARD AND BATTEN DESIGN USING TRIMBOARDS. DIMENSIONAL WIDTHS TO BE DETERMINED BY ARCHITECT. COLOR AS SELECTED BY OWNER. LINE OF EXISTING FASCIA 12 12 LINE OF EXISTING ROOF 3. FASCIAS TO BE 6 1/2" ALUMINUM WRAPPED - COLOR AS SELECTED BY OWNER. BOARD TO BE REMOVED 5� —15 �� 11 OVERHANG 4. SOFFITS TO BE VINYL (50% VENTED), COLOR AS SELECTED BY OWNER. NEW FASCIA BOARD, SEE I 12 12 5. ALUMINUM WRAPPED I" X B" RAKE BOARD WITH I" X 3" BUILD-OUT. COLOR AS SELECTED BY OWNER. NOTE #3ITINIIIJIITII 4flTHI1II Will Ill 5(— �5 NEW FASCIA BOARD, SEE NOTE #3 6. ALUMINUM WRAPPED I" X 4" TRIM BOARD. COLOR AS SELECTED BY OWNER. NEW I'-0" OVERHANG WITH NEW I'-0" OVERHANG WITH 7. VINYL 4' X 4" CORNER BOARD. COLOR AS SELECTED BY OWNER. B. WINDOW/DOOR TRIM TO BE 3 1/2 WIDE ALUMINUM WRAPPED TRIM BOARDS, COLOR AS SELECTED BY OWNER, SEE 3/A-007. VENTED SOFFIT SYSTEM, - - - -- - - - - - - - - - - - - - - - - -_ VENTED SOFFIT SYSTEM, q. DECORATIVE BRACKETS TO BE AS SELECTED BY OWNER. SEE NOTE #4 - - -- - - -- f - - - - - -- - - - - - - - - SEE NOTE #4 10. G.G. TO PROVIDE AND INSTALL SEAMLESS ALUMINUM GUTTERS AND LEADERS FOR PROPER ROOF DRAINAGE. FINISH TO BE WHITE NEW CORNER BOARD, SEE 512 2 5 �� Ii. G.C. TO PROVIDE AND INSTALL CONTINUOUS ALUMINUM FLASHING AT ALL WALL TO WALL, WALL TO ROOF, AND ROOF TO NOTE #7 NEW WINDOW TRIM, 5EE ROOF INTERSECTIONS. MINIMUM 12" COVERAGE EACH SURFACE FOR ENTIRE LENGTH. NEW BRACKET SEE NOTE #q D B NOTE #B 12. PROVIDE COPPER STEP FLASHING AT CHIMNEYS. 1 13. G.C. TO PROVIDE AND INSTALL HEAD AND SILL FLASHING AT ALL WINDOWS AND DOORS PER MANUFACTURER'S NEW FIBERGLASS/ASPHALT \\\ �// \\\ �// \\\ �/ \\ � EXISTING CHIMNEY TO SPECIFICATIONS. � ROOF SHINGLES, SEE REMAIN 14. EXTERIOR LOAD-BEARING DECORATIVE COLUMN TO BE SELECTED BY OWNER. ARCHITECT TO VERIFY LOAD CAPACITIES PRIOR NOTE #21 TO G.C. ORDERING. NEW FASCIA BOARD, SEE - - - - - - NEW LOAD 15. OPEN PORTICO CEILING TO BE VINYL - BEADBOARD DESIGN. NOTE #3 - - -—-—-—-—- -—-—-—-—-—-—-—-—- BEARING/DECORATIVE 16. FRONT STEP TREADS AND LANDING TO BE COMPOSITE MATERIAL, COLOR AND STYLE AS SELECTED BY OWNER. OCOLUMN, SEE NOTE #14 17. PORTICO LANDING STEPS EXTERIOR FINISH TO BE CLAPBOARD VINYL SIDING, COLOR AND STYLE AS SELECTED BY OWNER A 18. EXTERIOR RAILINGS TO BE COMPOSITE MATERIAL A5 DETAILED ON 2/A-001. NEW EXTERIOR LIGHT Iq. DECK LATTACE WORK TO BE BY COMPOSITE MATERIAL OR EQUAL. FIXTURE AS SELECTED BY '� \� \\ NEW RAILING, SEE NOTE #1B 20. ALL DECK SURFACES, STEPS AND LANDINGS TO BE I" X 6" COMPOSITE DECKING - COLOR AS SELECTED BY OWNER. OWNER (TYPICAL) ® EBB B 21. ROOFING TO BE 30 YEAR GAF / TIMBERLINE SHINGLES, COLOR AND STYLE AS SELECTED BY OWNER. WHERE EXISTING ROOF _ �� 15 BEING REMOVED FOR NEW ROOF SHINGLE, G.G. TO VERIFY CONDITION OF EXISTING SUBSTRATE PRIOR TO INSTALLATION OF NEW SIDING, SEE NOTE #1 H H ------- ------- �` '� �` NEW STEPS AND LANDING NEW ROOFING SYSTEM AND MAKE THE NECESSARY REPAIRS TO AREAS OF DAMAGED SUBSTRATE (EXTERIOR GRADE PLYWOOD ------ ------- SEE NOTE #I6 SHEATHING). NEW ROOF INSTALLATION TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. NEW POURED CONCRETE 22. CHIMNEY CAPS TO BE PROVIDED AND INSTALLED BY G.G. GRADE FROST WALL 23. NEW 12" X IB" LOUVER, STYLE AND COLOR TO BE SELECTED BY OWNER mom i EXISTING POURED EXISTING POURED 1 CONCRETE FOUNDATION �L_______________________________________________- .-----------_______-----_---__J T l� CONCRETE FOUNDATION I I WALL AND FOOTING TO WALL AND FOOTING TO ------------------------- -------------------------L------- - -------------------------------------- ----� REMAIN REMAIN LINE OF EXISTING STEPS AND LANDING TO BE REMOVED WEST (THE LONG WAY LANE ) 'ELEVAT ION A-007 SCALE: 114' - P-0' rev, description 08/21/23 ISSUED TO CLIENT NEW FIBERGLASS/ASPHALT NEW VENT, SEE NOTE #23 ROOF SHINGLES, SEE NEW RAKE BOARD SEE IT 15 A VIOLATION OF THEAN LAW FOR Y PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, NOTE #21 NOTE #5 TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING NEW TRIM BOARD, SEE ARCHITECT SHALL AFFIX TO HI5 ITEM THE SEAL AND THE NOTE #6 NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE NEW RAKE BOARD, SEE DESCRIPTION O0�5 AL ALTERATION, AND A SPECIFIC NOTE #5 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS NEW FASCIA BOARD, SEE - - - - - - - - - - - SUCH ARE THE PROPERTY OF THE ARCHITECT. NOTE #3 -—- - - - - - - - - - -—- NEW FASCIA BOARD, SEE INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE i NOTE #3 PROHIBITED. NEW FIBERGLASS/ASPHALT I DRIP CAP �"� Cj��--��Cj Cj �� ROOF SHINGLES, SEE i NEW SIDING, SEE NOTE #i " NOTE #21 NEW CORNER BOARD, SEE NEW FASCIA BOARD, SEE NOTE #7 NOTE #3 RESIDENTIAL RENOVATION LINE OF EXI5 ING DECORATIVE 4" 4" WALLS TO 8E REMOVED NEW RAILING, SEE EXISTING CHIMNEY TO NOTE #IB 2310 THE LONG WAY LANE REMAIN ' _ I I illylyl _ - - - - _ SOUTHOLD, NEW YORK NEW LOAD BEARING/DECORATIVE L i COLUMN, SEL NOTE #14 NEW STEPS AND LANDING, EXTERIOR ELEVATIONS AND DETAIL LINE OF EXISTING STEPS AND SEE NOTE #20 NOTE: LANDING TO BE REMOVED i FINAL WINDOW TRIM NEW RAILING, SEE NOTE #IB DETAILS TO BE COORDINATED IN ARCHITECT, P.c. NEW SIDING, SEE NOTE #17 i NEW LOAD FIELD WITH OWNER NEW STEPS AND LANDING, i i BEARING/DECORATIVE / 1180 Park Avenue Franklin Square, New York 11010 SEE NOTE #16 , i COLUMN, SEE NOTE #14 (516) 352-9827 www.drvarch.com GRADE i i I / drawn b . LaS AJH checked b . NEW POURED CONCRETE FROST WALL NEW POURED CONCRETE 2„ 2„ • l— scale: AS NOTED date: I m I 1 L--------------� -----------------------L FROST WALL project number: 2325 L-J L--J ----------------L------------------------------------J L--J L--J L--J L__J L-J NEW IB"� POURED CONCRETE PIER „ EXISTING POURED NEW IB 4 POURED . GAS/ CONCRETE FOUNDATION CONCRETE PIER (7YP.) 1 ��O � WALL AND FOOTING TO EXISTING POURED „ ,11 f it REMAIN CONCRETE FOUNDATION 2 2 m l A-001.00 WALL AND FOOTING TO '�► �b REMAIN +'F Ev'�,��¢� 2 SOUTH (SIDE ) ELEVATION 3 WINDOW TRIM DETAIL 07 OF 12 A-007 f 5CALE: 114" - P-0' NEW FIBERGLASS/ASPHALT ROOF SHINGLES, SEE NOTE #21 EXTERIOR NOTES: NEW WINDOW TRIM, SEE I. EXTERIOR WALL MATERIAL TO BE CEDAR IMPRESSIONS VINYL 51DING - COLOR AND STYLE TO BE SELECTED BY OWNER. NOTE #8 2. EXTERIOR WALL MATERIAL AT NEW FRONT GABLE ENDS TO BE BOARD AND BATTEN DESIGN USING TRIMBOARD5. DIMENSIONAL WIDTHS TO BE DETERMINED BY ARCHITECT. COLOR AS SELECTED BY OWNER. LINE OF EXISTING ROOF 3. FASCIAS TO BE 6 1/2" ALUMINUM WRAPPED - COLOR AS SELECTED BY OWNER. OVERHANG LINE OF EXISTING ROOF 4. SOFFITS TO BE VINYL (50% VENTED), COLOR AS SELECTED BY OWNER. 1 OVERHANG 5. ALUMINUM WRAPPED I" X B" RAKE BOARD WITH I" X 3" BUILD-OUT. COLOR AS SELECTED BY OWNER. 6. ALUMINUM WRAPPED I" X 4" TRIM BOARD. COLOR AS SELECTED BY OWNER. NEW FASCIA BOARD, SEE I11 NEW FASCIA BOARD, SEE 7. VINYL 4" X 4" CORNER BOARD. COLOR AS SELECTED BY OWNER. NOTE #3 I NOTE #3 B. WINDOW/DOOR TRIM TO BE 3 1/2" WIDE ALUMINUM WRAPPED TRIM BOARDS, COLOR AS SELECTED BY OWNER, SEE 3/A-007. NEW I'-0" OVERHANG WITH NEW 1'-0" OVERHANG WITH q. DECORATIVE BRACKETS TO BE AS SELECTED BY OWNER. VENTED SOFFIT SYSTEM, VENTED SOFFIT SYSTEM, 10. G.G. TO PROVIDE AND INSTALL SEAMLESS ALUMINUM GUTTERS AND LEADERS FOR PROPER ROOF DRAINAGE. FINISH TO BE SEE NOTE #4 SEE NOTE #4 WHITE EXIST. NEW SIDING, SEE NOTE #1 11. G.G. TO PROVIDE AND INSTALL CONTINUOUS ALUMINUM FLASHING AT ALL WALL TO WALL, WALL TO ROOF, AND ROOF TO NEW CORNER BOARD, SEE ROOF INTERSECTIONS. MINIMUM 12" COVERAGE EACH SURFACE FOR ENTIRE LENGTH. NOTE #7 F © D NEW CORNER BOARD, SEE 12. PROVIDE COPPER STEP FLASHING AT CHIMNEYS. NOTE #7 NEW SIDING, SEE NOTE #I 13. G.C. TO PROVIDE AND INSTALL HEAD AND SILL FLASHING AT ALL WINDOWS AND DOORS PER MANUFACTURER'S ` ' EXISTING FLUE TO REMAIN SPECIFICATIONS. AND BE BOXED IN AS SHOWN 14. EXTERIOR LOAD-BEARING DECORATIVE COLUMN TO BE SELECTED BY OWNER. ARCHITECT TO VERIFY LOAD CAPACITIES PRIOR EXISTING CHIMNEY TO NEW RAILING, SEE 15. TO G.G. ORDERING.OPEN PORTICO CEILING TO BE VINYL - BEADBOARD DESIGN. REMAIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - NOTE #IS 16. FRONT STEP TREADS AND LANDING TO BE COMPOSITE MATERIAL, COLOR AND STYLE AS SELECTED BY OWNER. 17. PORTICO LANDING t STEPS EXTERIOR FINISH TO BE CLAPBOARD VINYL SIDING, COLOR AND STYLE AS SELECTED BY OWNER NEW EXTERIOR LIGHT NEW STEPS AND LANDING I8. EXTERIOR RAILINGS TO BE COMPOSITE MATERIAL A5 DETAILED ON 2/A-001. FIXTURE AS SELECTED BY EX. ' Iq. DECK LATTACE WORK TO BE SY COMPOSITE MATERIAL OR EQUAL. OWNER (TYPICAL) SEE NOTE #20 20. ALL DECK SURFACES, STEPS AND LANDINGS TO BE I" X 6" COMPOSITE DECKING - COLOR AS SELECTED BY OWNER. © I I FT71 I I I I I I I I I - 21. ROOFING TO BE 30 YEAR GAF / TIMBERLINE SHINGLES, COLOR AND STYLE AS SELECTED BY OWNER. WHERE EXISTING ROOF NEW SIDING, SEE NOTE #1 _ NEW LOAD IS BEING REMOVED FOR NEW ROOF SHINGLE, G.C. TO VERIFY CONDITION OF EXISTING SUBSTRATE PRIOR TO INSTALLATION OF BEARING/DECORATIVE NEW ROOFING SYSTEM AND MAKE THE NECESSARY REPAIRS TO AREAS OF DAMAGED SUBSTRATE (EXTERIOR GRADE PLYWOOD BEARINGNEW OAD DECORATIVE COLUMN, SEE NOTE #14 SHEATHING). NEW ROOF INSTALLATION TO BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. COLUMN, SEE NOTE #14 NEW POURED CONCRETE 22. CHIMNEY GAPS TO BE PROVIDED AND INSTALLED BY G.G. GRADE - - - - - - - - - - - - -—-—- FROST WALL 23. NEW 12" X IB" LOUVER, STYLE AND COLOR TO BE SELECTED BY OWNER EXISTING POURED i i o z i NEW IS"� POURED i i i _ GRADE CONCRETE FOUNDATION c n i CONCRETE PIER (TYP.) WALL AND FOOTING TO -- ------------------------------- --1 r -----------------------------------1 I h, cn REMAIN - - ----------------- -- � -- -------------------------------- ------- I � NEW 18"O POURED EXISTING POURED CONCRETE PIER (TYP.) CONCRETE FOUNDATION WALL AND FOOTING TO (REAR) LINE OF NEW PATIO REMAIN EA5T _ELEVATION rev description NEW TRIM BOARD, SEE NOTE #6 NEW VENT, SEE NOTE #23 101-011 IOB/21/231 ISSUED TO CLIENT EXISTING CHIMNEY TO IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS REMAIN ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE - SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING NEW FIBERGLASS/ASPHALT ARCHITECT SNAIL AFFIX TO 1415 ITEM THE SEAL AND THE NEW RAKE BOARD SEE ROOF SHINGLES, SEES Tl � ! BY NIS AIGHA�7UFR1G NOTE #5 ! NOTE #21 DESCRIPTION OF THE ALTERATION. NEW NEW FASCIA BOARD, SEE - - NOTE #3 CIA BOARD, SEE S"ARET14 DRAWINGSINSTRUMENTS I�GE AND A5 NOTE #3 -— - INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE NEW CORNER BOARD, SEE 2�_ NEW FIBERGLASS/ASPHALT PROHIBITED. NOTE #7 i N�E SHINGLES, SEE M 16THOS RE 5 f DENCE NEW SIDING, SEE NOTE #1 O O NEW SUBFASCIA BOARD i NEW FASCIA BOARD, SEE RESIDENTIAL RENOVATION NEW RAILING, SEE NOTE #3 NOTE #IS 1_0" LINE OF EXISTING DECORATIVE 2310 THE LONG WAY LANE - � WALLS TO 8E REMOVED SOUTi-TOLD, NEW PORK -- - - - NEW FASCIA BOARD, SEE NEW STEPS AND LANDING, NOTE #3 EXTERIOR ELEVATIONS . SEE NOTE #20 NEW LOAD NBEARING/DECORATIVE NEW LATTICE, SEE i COLUMN, SEE NOTE #14 NOTE #Iq 1�-0� r -- s NEW RAILING, SEE NOTE #IB ARCHITECT, P.C. TREAD NEW RAILING, SEE NOTE #18 < i NEW STEPS AND LANDING, SEE NOTE #16 11B0 Park Avenue Franklin Square, New York 11010 i (516) 352-g627 www.drvarch.com L _ - I,� GRADE drawn b . Las AJH checked b . NEW POURED CONCRETE I I I II t I I I I i i i FROST WALL I I I I I I t o o scale: z I I i , z �— NEW POURED CONCRETE AS NOTED date. l i I i i i i i M r-L— ------------------------------------------------- - -1 cn FROST WALL project number: 2325 NEW 6" X 6" PT WOOD L-J L--.J L--.J L-- -- --------------------------------------------- L--.J L-J S,'CERP POST (TYPICAL) EXISTING POURED CONCRETE LINE OF EXISTING STEPS q� ` GLA.9 b „ FOUNDATION WALL AND AND LANDING TO BE NEW IS O POURED FOOTING TO REMAIN REMOVED CONCRETE PIER (TYP.) NEW IS"O POURED NEW SIDING, SEE NOTE #17 CONCRETE PIER A-008,00 2 NORTH (5 1 D E ) EE L E VAT I ON OB OF 12 A- 5GALE: 1/4' = P-0" EXISTING ROOF AND FRAMING TO REMAIN EXISTING ROOF FRAMING NEW (3) 2" X 8" (BEYOND) NEW CEILING FRAMING, TO REMAIN SEE 4/A-009 EXISTING CEILING FRAMING NEW ROOF CONSTRUCTION: NEW FASCIA BOARD --- TO REMAIN EXISTING CEILING ARCHITECTURAL ROOF FRAMING TO REMAIN SHINGLES ON 15# FELT OVER NEW (2) 1 3/4' X 7 1/4' M.L. 5/8' CDX PLYWOOD NEW ROOF CONSTRUCTION: NEW (2) 2" X 12" NDR 1 WW/ (1) 1/2' X 7' STEEL PLATE SHEATHING ON 2" X 12" R.R. ARCHITECTURAL ROOF NEW I" X 6" COMPOSITE i TNRU BOLTED W/ 1/24 BOLTS @ 16" O.C. NEW 1" X 10" 5 12 12 5 SHINGLES ON 15# FELT OVER DECKING OVER 2" X 12" D.B. I I @ 12' O.C. STAGGERED TOP 4 EXISTING EXTERIOR WALL SUBFASCIA BOARD 1 5/8 CDX PLYWOOD @ 16, O.C. i i BOTTOM (UPSET) CONSTRUCTION TO NEW I" REMAIN --- BOARD X 6 I/2" FASCIA SHEATHING ON 2" X 12" R.R. @ ., LINE OF FRAMING (BEYOND) ------ --___ NEW 1M X 6 1/2II FASCIA I6 O.C. t 2" X 12" RIDGE i� �• --- NEW I" X 8 1/2" SUBFASCIA NEW EXTERIOR WALL NEW (2) 2"' X 12' HEADER 411 BOARD BOARD 6„ SOLID BLOCKING CONSTRUCTION, SEE 4/A-00qIt- I,-O&-oo j ` I ii NEW (3) 2"' X 8" SEE 2/A-001 NEW 2 X 8 F.J. SISTERED i LINE OF NEW 6 X 6 NEW (2) 13/4" X 11 7/8" MA 1 TO EXISTING, SEE 4/A-OOq i WOLMANIZED WOOD P05T BOARDS WITH BEAD �i ��� LINE OF NEW 6" X 6" i (BEYOND) SEE 6/A-00q BOARD DESIGN i i ii i WOLMANIZED WOOD POST EACH SIDE OF WOOD POST �`. II a NEW 2 1�3/4' "X 11 7/8' M.L. ' s hh II � ( ) h it �i iI (IN FOREGROUND) SEE WITH (3) 1 3/4 X 11 7/8 M.L. �, i NEW 2 X 12 LEDGER W/ (1) 1/2 X II STEEL EXISTING FLOOR FRAMING NEW COMPOSITE DECKING o 6/A-OOq FILLERS, TNRU-BOLTED WITH •� PLATE TNRU BOLTED W/ TO REMAIN OVER 2" X 8" D.B. 7 i i �' i i 3/4110 BOLTS STAGGERED TOP i i FRAME DOWN NEW FLOOR 1/24 BOLTS @ 12" O.C. EXISTING EXTERIOR WALL i i @ 16" O.C. r i i! '� I i NEW COMPOSITE DECKING t BOTTOM (DROPPED) JOISTS WITH 2x'S @ 16" O.C. STAGGERED TOP 4 BOTTOM a n NEW VINYL SIDING ON f i i CONSTRUCTION TO i NEW 2 X 8 RIM BOARD 1/2" (R-3.2) RIGID OVER 2" X 8" D.B. TO SUPPORT NEW LEDGER, (FLUSH) REMAIN a NEW COLUMN CLADDING i i SEE 4/A-OOq N INSULATION BOARD ON @ 16 D.C. AS SELECTED BY NEW 2 X 10 EACH SIDE OF " t OWNER EXISTING POURED PT WOOD POST, SEE 5/A-001 BLDG WRAP OVER I/2 i CDX PLYWOOD CONCRETE FLOOR SLAB NEW 6" X 6" WOLMANIZED i EXISTING POURED TO REMAIN NEW LEDGER, SEE 2/A-001 (SIM.) SHEATHING 2' X 10' WOOD POST i NEW MASONRY PATIO a CONCRETE FLOOR SLAB HAILERS i i GRADE TO REMAIN EXISTING POURED NEW STEPS AND LANDING, CONCRETE FOUNDATION SEE 2/A-002 NEW IWO X 36" DEEP WALL AND FOOTING TO � i i i NEW 1154 X 36 DEEP o EXISTING POURED o i i GRADE ' ' a POURED CONCRETE PIER i i CONCRETE FOUNDATION REMAIN i i i �_ __-- NEW POURED CONCRETE +-- ------------4--+ --- POURED CONCRETE PIER SEE 5/A-00q 1 i WALL AND FOOTING TO NEW 2" X 10" NAILERS IN FOREGROUND), SEE L--J L-- I L--J FROST WALL ____�__L__________- __�____ REMAIN (BEYOND) NEW la"� X 36" DEEP 5/A-OOq (SIM.) NEW 6" X 6" WOLMANIZED POURED CONCRETE PIER, WOOD POST SEE 5/A-009 (SIM.) PARTIAL 5UILDING SECTION 2 PARTIAL 5UILDING 5ECTION � PORTICOr3-IPORTICO SECTION A-OOg SCALE: 1/4" - P-0" A-009 SCALE: 1/4" - 1'-0" A-009 SCALE: 1/4" - P-0" ALUMINUM WRAPPED 3/4" NOTE: WOOD FASCIA BOARD CEILING BEAMS @ 16" O.C. WITH FOR ADDITIONAL INFORMATION CONCERNING 1/2" GYPSUM BOARD AND 10 1/4" TIES AND FASTENERS, SEE SHEET A-011 T.O. PLATE (R-38) BATT INSULATION NEW ROOF RAFTERS - -------------------- .� NOTE: SEE PLAN FOR SIZE ALUMINUM WRAPPED 3/4 11 BEAM SPLICES, IF Ater, TO BE rev. dde descri Lion CENTERED ON 5 I/2" POST. WOOD FRIEZE BOARD NEW BEAM - SEE PLAN WOOD BEAM I" X 6" COMPOSITE DECKING FOR SIZE ° PROVIDE WINDOW FLASHING (2) 2" X 4" i OP PLATE FASTEN TOP PL -- e o SIMPSON BC6 POST TO TOP PL W/ 24fod @ 12 O.C. BOTT TOP - • SHIM PL TO STUDS W/ 2-16d NAILS NEW 2" X 12" DECK JOIST 1 1/4" x 201 GALV MTL CAP WITH (6) 16d TNRU-BOLTED WITH 1/2" GALV. i STRAP TO WRAP UP • NAILS AT EACH BEAM (2) 2" X 4" SILL PLATES WINDOW HEADER CARRIAGE BOLTS TO? I i OVER BM It DN TO POST FLANGE AND (6) 16d SHIM BOTTOM AT WOOD POST NAILS AT EACH POST PROVIDE SILL FLASHING 6" X 6" WOLMANIZED FLANGE 08/21/23 ISSUED TO CLIENT NEW BEAM, SEE PLAN FOR SIZE i WOOD POST NEW EXTERIOR WALL CONSTRUCTION: SIMPSON 1 1/4" x 20go COILED STRAP C520 IT IS A VIOIATION OF THE LAW FOR ANY PERSON, UNLESS WOOD POST ACTING, UNDER THE DIRECTION OF A LICENSED ARCHITECT NEW VINYL SIDING ON 1/2" (R-3.2) RIGID CLEAR SPAN + 21" : 18-10d NAILS, SEE 11/4" x 20ga GALV M'1 L STRAP TO TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE INSULATION BOARD ON BLDG WRAP OVER - 10/A-OOq WRAP UP OVER BM DN TO POST 1/2" CDX PLYWOOD SHEATHING ON 2" X 4" 1 _ �� �� b COIUM / 5EAM DETAIL 7 5immo-ON �`/„ �OsT /` J� SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING 7za +- �/ VK/ Vfrt ARCHITECT SHALL AFFIX TO NIS ITEM THE SEAL AND THE WOOD STUDS @ 16" O.C. WITH 2" X 4" n _ NEW 6 X 6 PRESSURE TREATED NOTATION 'ALTERED BY" FOLLOWED BY HIS SIGNATURE �W FINISHED FLOORING OVER 3/4" PLYWOOD SUBFLOOR WOOD POST (TYP,) A-009 NOT TO SCALE A-� AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC CATS AT MIDPOINT AND FIRESTOPPING AT SCALE: N.T.S. 8'-0" VERTICAL, WITH 3 1/2" (R-Iq) BATT = ON NEW FLOOR JOISTS SISTERED AND CANTILEVERED DESCRIPTION OF THE ALTERATION. INSULATION AND 1/2" GYPSUM BOARD WITH 5 1/2" (R-21) BATT INSULATION, SEE PLAN NEW 51MP50N ABU66Z 6" X 6" NEW 2x WOOD BOX BEAM I/A-003 AND DETAIL 1/A-OOq STAINLESS STEEL ADJUSTABLE THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS r n SUCH ARE THE PROPERTY OF THE ARCHITECT. MATCH FLOOR JOISTS NEW I RIGID INSULATION BOARD BETWEEN JOISTS _ I; i POST BASE ANCHOR TO CONCRETE FLUSH BEAM -m 4- . I — I— PIER (TYP.), SEE 4/A-001 INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE FLASHING I I �' -_� zl LINE OF PAVERS PROHIBITED. a . . .,, - �- TOP PLATES MIST OS S D NCE LAG SCREWS OR BOLTS, 2 MINIMUM I i i- WOOD BEAM FROM TOP AND BOTTOM OF DECK EXISTING FLOOR JOISTS TO REMAIN _ _ NEW IS" DIAMETER X 36" DEEP ° JOISTS AND 1-5/8" TO 5" MAXIMUM NEW BLOCKING BETWEEN JOISTS a = POURED CONCRETE °o SIMPSON BC4 POST —III PIER FOOTING (T-rP.), SIMPSON H2A TIE. RESIDENTIAL RENOVATION BETWEEN SCREWS/BOLTS EXISTING TOP PLATES TO REMAIN COORDINATE TOP OF FOOTING CAP WITH (6) 16d FASTEN TO BEAM NAILS AT BEAM€ JOIST HANGER, SEE 7/A-001 NEW 2" X 4" SOLE PLATE. ELEVATION WITH TOP OF � AND POST WITH FASTEN BOTTOM PLATE TO DETAIL TO BE IN COMPLIANCE FLANGE AND (6) 16d NEW 2x LEDGER STUDS t JOISTS W/ 2-16d WITH RESIDENTIAL CODE OF NYS EXISTING PAVER SYSTEM, SEE NAILS AT POST (5) 8d NAILS EACH 2310 THE LONG WAY LANE DRIP EDGE NAILS: FASTEN TO END JOISTS FIGURE R507.5.1(1) DECK BEAM FOUNDATION PLAN FLANGE SOUTHOLD, NEW YORK NEW 2x'S @ 16" O.C. W/ 2-16d NAILS PER FT. TO DECK POST WOOD POST WOOD POST NEW 1" RIGID INSULATION BOARD EXISTING EXTERIOR WALL CONSTRUCTION: �+ II SECTIONS AND DETAILS NEW VINYL SIDING ON I/2" G WRA) RIGID5 F'O5T 4 5EAM CONNECTION 8 5IMPSON 5C4 POST CAF q 3EAM POST T TIE D TAINEW 1/2" EXTERIOR GRADE PLYWOOD INSULATION BOARD ON BLDG WRAP OVER WITH VINYL SOFFIT FINISH EXISTING CDX PLYWOOD SHEATHING ON EXISTING 2" X 4" WOOD STUDS @ 16' O.C. A-OOg SCALE: 1/2" - P-0" A- SCALE: N.T.S. A-009 SCALE: 1" - 1'-0" ARCHITECT, P.C. 4 TYPICAL EXTERIOR WAI UFLOOR DETAIL CANTILEVER NO 1180 Park Avenue Franklin Sgpare, New York 11010 A-009 SCALE: 1/2" - P-0" DETAIL TO BE IN COMPLIANCE WITH RESIDENTIAL DISTANCE SHALL BE PERMITTED TO (516) 352-g827 www.dryarch.com CODE OF NYS FIGURE R507.q.1.3(I) "PLACEMENT BE REDUCED TO 4.5" IF LAG SCREWS drawn b Las checked b . OF LAG SCREWS AND BOLTS IN LEDGERS" ARE USED OR BOLT SPACING IS VJ SIMPSON 1 I/40x20ga DOUBLE TOP PLATE Z REDUCED TO THAT OF LAG SCREWS WOOD STUD scale: AS NOTED date: COILED STRAP C520 LAG SCREW OR BOLT TO ATTACH 2xa LEDGERS TO 2x8 ro'ect number: 2325 CLEAR SPAN + 21" WOOD STUDS BAND JOISTS 18-10d NAILS HEADER @ 16" O.C. O �p1�TER'Ep (2) 1 1/4"x20ga COILED 04 5.5" MIN FOR 2x8* ° ' STRAP BY SIMPSON W/ 6.5" MIN FOR 2x10 STUDS WIT14 REINF NOTCHED ° ° ° G Sr, �f 14-I0d NAILS EACH STRAP Q 0 0 G-_ 7.5" MIN FOR 2x12 STUD SHOE 55IP r.� SON FLOOR JOIST FULL HEIGHT KING STUD A-009.00SIMPSON LTP4 ( ) RIM J015T 2" MIN 3/4" MIN //� l DOUBLE JACK STUD ,AI� LEDGER P `' � 09 OF 12 10 SOX 5EAM STUD ST"' I T�I�. II TY 'IC,�� �I �D R C01��l CTl01� ri2 FL�C�M�NT 01= �� SCR�U15 ��D $O�.TS IN ��UC��RSr,3-N\ STUD 5HOE DETAIL A-OOg SCALE: 1/2" - 1'-0" - •�— � A- SCALE: 3/4" - 1'-0" A-009 NOT TO SCALE A-OC NOT TO SCALE LINE OF 2ND FLR 8"xBY/4"x7" NIGH 5TL LINE 2ND FLOOR ANGLE (TYPICAL 4) AND EXISTING FLOOR ___= THRU-BOLTED JOISTS JOISTS G FLOOR NEW FLUSH BEAM - II II 'I II — — — NEW BEAM AT SEE PLANS EXISTING CEILING NEW CEILING BEAMSN EXISTINGC PORTICO - SEE BEAMS NEW BEAM AT NEW BEAM, SEE PLAN EXISTING TOP PLATESH / PORTICO - SEE PLANS BEAMS FILING PLANS — — — I NEW SIMP50N NEW 51MP50N NEW HEADER - SEE PLANS BC5 P05T CAP NEW WOOD POST NEW 51MP50N BC5 P05T CAP OR EQUAL SEE NEW WOOD POST OR EQUAL SEE NEW WOOD POST NEW BC5 POST CAP CONNECTION TYPE I �RSEQOS� CAP NEW WOOD POST r , NEW SIMPSON 8/A-006 EXISTING SILL PLATE r 8/A-00� 8/A-006 OR EQUAL NEW BEAM, SEE PLAN LINE UPPER LEVEL , SEE LINE OF IST FLR 8/A-00q 8"x8"xl/4"x7" NIGH STL P05T TOEXISTING LINE OF UPPER EXISTING FLOOR ANGLE (TYPICAL 2) AND LINE OF IST FLR FASTEN BOTTOM PLATE W/ 3-16d JOISTS EXI5TNG FLOOR TNRU-BOLTED POST TO EXISTING EXISTING FLOOR NAILS — — — — — — JOISTS PLATE W/ 3-16d JOISTS NEW SIMPSON — — — I I II II NAILS DOUBLE UP OR EQUAL, SEE EXISTING SILL NEW HEADER - �� � EXISTING BOX NEW DROPPED — — PLATE BEAM AT AREA HEADER - SEE NEW BEAM, SEE PLAN EXISTING 8/A-OOq 7"x24"xl/4" STL PLATE EXISTING FOUNDATION OF NEW P05T PLANS NEW SIMPSON SEE PLANS BC5 P05T CAP TNRU-BOLTED FOUNDATION WALL WALL OR EQUAL, SEE NEW WOOD POST AND TOP PLATES 8/A-OOq CONNECTION TYPE 2 M TO M CONN CT�ON 2 POST SEAM CONNECTIONS 3 POST 4 SEAM CONNECTIONS 4 COST � 5EAM CONNECTIONS 5 POST � SEAM CONNECTIONS toVo SCALE: 1/2" -- 1'-0" A-010 SCALE: 1/2" = 1'-0" A-010 SCALE: 1/2" = I'-0" A-010 SCALE: 1/2" 1'-0" A-010 SCALE= I/2" I'-0" LINE OF UPPER INSTALL 1" RIGID INSULATION CUT TO FIT BETWEEN THE LEVEL RAFTERS. FOAM SEAL BOTH SIDES ALONG RAFTER WITH 'f EXISTING/NEW EXPANDING FOAM SEALANT. — — _ FLOOR JOISTS MAINTAIN EQUAL VENT SPACE ; FOR LENGTH OF RIGID NEW HEADER - INSULATION SEE PLANS NEW SIMPSON - - VENTED AIRSPACE BC5 P05T CAP INSTALL 1" RIGID ATTIC INSULATION 2x6 SINGLE TOP PLATE FLOOR ASSEMBLY NEW WOOD POST OR EQUAL, SEE INSULATION VERTICALLY TO i 1/2" GYPSUM BOARD 8/A-00q CONNECT INSULATING 1x4 BLOCKING NOTE: SHEATHING TO RIGID !�_ _ _ _ SINGLE HEADER INSET BAND JOIST FOR ADDITIONAL INFORMATION CONCERNING INSULATION BAFFLE. ; FOAM SEAL BOTH r r (DOUBLE HEADER -AS REQ'D) CAVITY INSULATION TIES AND FASTENERS, SEE SHEET A-011 LINE OF LOWER JOINTS I INSULATED CAVITY 1 1/2" RIGID INSULATION NEW 5IMP50N P05T LEVEL 2x6 HEAD PLATE BASE, 4/A-001 INSULATED EXTERIOR WALL TOP PLATE reV deSCri tion CONTINUOUS BEAD EXTERIOR WALL SHEATHING ROUGH OPENING OF SEALANT EXISTING FOUNDATION ILI 1 1/2" RIGID INSULATION WALL EXTERIOR INSULATED WALL 2 STIED CORNER W1 OUTSET HEADER INSET 5AND JOIST r_6"*4%\ POST 4 SEAM C:ONNECTION5 7 AIR SEAL DETAIL � 0 g X 4 Cl� q W1 HEAD PLATE 10 � T0� '�. T 08/21/23 ISSUED TO CLIENT �10 SCALE: 1/2" = I'-0" A-010 N.T.S. A-OIO N.T.S. A-010 N.Y.S. A-010 N.T.S. IT IS A VIOLATION OF THE LAW FOR ANY PER�.�ON, UNLESS ACTING UNDER THE DIRECTION OF A UCENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING ICE WATER SHIELD MIN 24" MANUFACTURED RECESSED LIGHT ENCLOSURE ARCHrCF��-L AFFIX TO HIS ITEM THE SEAL AND THE NOTATION ALTERED Br FOLLOWED BY HIS SIGNATURE PAST INSIDE FACE OF WALL ATTIC INSULATION ATTIC TRUSS AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC PRE-FORMED AIR BAFFLE, DESCRIPTION OF THE ALTERATION. CAULK JOINT AT INTERSECTION WITH SEALED EDGES AND THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS OF GYPSUM WALL BOARD JOINTS SPRAY FOAM) SUCH ARE THE PROPERTY OF THE ARCHITECT. GYPSUM WALL BOARD CAULKED OR WIND BLOCKING TO BE INFRINGEMENTS OR ALTERATIONS BY 07NERS ARE GLUED TO TOP t BOTTOM PLATE t INSTALLED BETWEEN PROHIBITED. EACH ROOF RAFTER --` AROUND OPENINGS WITH M f CONTINUOUS TH08 IRESIDENCE BEAD OF GLUE OR CAULK 2" CONT. SCREENED - jn=tm� BOTTOM PLATE CAULKED OR SOFFIT VENT Z 1i X GASKETED TO SUB FLOOR CEILING GYPSUM BOARD RESIDENTIAL RENOVATION AS AIR BARRIER EXPANDING FOAM SEALANT AT PERIMETER SUB FLOOR CAULKED OR GLUED CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT TO RIM JOIST WITH CONTINUOUS OF SEALANT BEAD OF GLUE OR CAULK RECESSEDClJ6HT1NG FIXTURE- CONTINUOUS BEAD 2310 THE LONG WAY LANE OF SEALANT SOUTHOLD NEW YORK _ SEAL RIM BOARDS TO JOIST, SUB CONTINUOUS MINIMAL � FLR, PLATES WITH CONTINUOUS EXPANDING FOAM AT GYPSUM WALL BOARD CAULKED OR BEAD OF CAULK. SEAL ALL RIGID WINDOW PERIMETER 14 SIR SEAL AT i�CESSED LIGHT DETAILS GLUED TO TOP * BOTTOM PLATE t INSULATION JOINTS AROUND OPENINGS WITH CONTINUOUS SEAL RIM BOARD TO JOIST, SUB N.T.S. BEAD OF GLUE OR CAULK FLR, PLATES WITH CONTINUOUS BEAD OF CAULK. SEAL ALL RIGID ARCHITECT, P.C. INSULATION JOINTS WINDOW UNIT AS SUB FLOOR CAULKED OR GLUED AIR BARRIER TO RIM JOIST WITH CONTINUOUS BOTTOM PLATE CAULKED OR CONTINUOUS MINIMAL ELECTRICAL WIRE 1180 Park Avenue Franklin Sgpare, New York 11010 BEAD OF GLUE OR CAULK GASKETED TO SUB FLOOR EXPANDING FOAM AT PLUMBING PIPE (516) 352-9627 wwwArvarch.com WINDOW PERIMETER --TOP PLATE SUB FLOOR CAULKED OR CONTINUOUS BEAD drawn b LaSyl SUB FLOOR CAULKED OR GLUED GA5KETED TO TOP OF RIM OF SEALANT TOP PLATE EXPANDING FOAM checked b . TO RIM JOIST WITH CONTINUOUS JOIST CONTINUOUS BEAD SEALANT Scale: AS NOTED date.- BEAD OF GLUE OR CAULK OF ADHESIVE EXPANDING FOAM RIM JOIST CAULKED OR CONTINUOUS BEAD SEALANT project number: 2325 OF SEALANT WALL STUD NOTE GA5KETED TO SILL PLATE O g ,WALL STUD SILL PLATE CAULKED rt: GYPSUM WALL BOARD CAULKED OR GLUED AROUND ,ALL OPENINGS (INCL. GASKETED TO FOUNDATION � ELECTRICAL BOXES, PLUMBING ETC.) o PARTITION TOP PLATES * FIRST d STUD IN PARTITION WALL WITH CONTINUOUS BEAD A-010.00 * CONTINUOUS BEAD OF GLUE OR OF SEALANT ,¢ r CAULK AIR SEALDETAIL � A `' :�AT AIR SEAS. AT TOE' PLATE AIR SEAS. AT TOE' FLATS � 10 OF 12 II TYfi= AIR SEAL WALL DETAILr12 UFFER WALL 13 PIPE PENATT%;�)"TION l4 PIPE PENATR�TION A-OIO SCALE: 1/2" = 1'-0" A-010 N.T.S. A-010 N.T.S. A-010 N.T.S. COME MRENGE STANDARDS USED FOR 01211 12AL DESIM: 1. THE LATEST EDITIONS OF THE RESIDENTIAL CODE OF NY5. 2. THE LATEST EDITION OF THE HIGH WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION. .�.�$� �,.� 3. THE LATEST EDITION OF THE AMERICAN WOOD COUNCIL. 4. THE LATEST EDITION OF DE51GN FOR CODE ACCEPTANCE (DCA) (6 - PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE. 16 & DESM LOADS: ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a'b'c ROOF: 30 P5F LIVE (SNOW) LOAD + 25 PSF DEAD LOAD = 55 PSF TOTAL LOAD 2ND (UPPER LEVEL) FLOOR BEDROOM: 30 P5F LIVE LOAD + 25 PSF DEAD LOAD = 55 PSF TOTAL LOAD IST (MAIN) FLOOR: 40 PSF LIVE LOAD + 25 PSF DEAD LOAD = 65 PSF TOTAL LOAD _ ALLOWABLE ROOF FRAMING DESIGNED WITH DEFLECTION IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NYS TABLE R301.7. STRUCTURAL MEMBER DEFLECTION FLOOR FRAMING DESIGNED WITH DEFLECTION IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NY5 TABLE R301.7. EXTERIOR IWALLS ARE DESIGNED FOR ULTIMATE WIND SPEED OF 130 MPH WIND LOAD FOR UPLIFT t LATERAL LOADING PER THE RESIDENTIAL CODE OF NYS TABLE RAFTER HAVING SLOPES GREATER THAN 3:12 WITH FINISHED CEILING NOT R301.7. ATTACHED TO RAFTERS V I80 PER SECTION R301.2.1.3 OF THE RESIDENTIAL CODE OF NYS, WHEN REFERENCED DOCUMENTS ARE BASED ON NOMINAL DESIGN WIND SPEEDS AND DO NOT PROVIDE THE INTERIOR WALLS AND PARTITIONS 14/I80 MEANS OF CONVERSION BETWEEN ULTIMATE DESIGN AND NOMINAL DESIGN WIND SPEEDS, THE ULTIMATE DESIGN WIND SPEEDS SHALL BE CONVERTED TO NOMINAL DESIGN WIND SPEEDS U51NG THE RESIDENTIAL CODE OF NYS TABLE R301.2.1.3 "WIND SPEED CONVERSIONS." BASED ON THIS TABLE THE 130 MPH ULTIMATE WIND SPEED FLOORS L/360 IS CONVERTED TO 101 MPH NOMINAL DESIGN WIND SPEED. CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND STUCCO) 1-/360 NAILING SCHEDULE FOR 110 MPH WIND ZONE TA15LE R301B CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) U240 R O O F F R A M I N Ga MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS ALL OTHER STRUCTURAL MEMBERS U240 JOINT DESCRIPTION NO. OF NAILS NAIL SPACING (IN POUNDS PER SQUARE FOOT) EXTERIOR WALLS - WIND LOADS a' WITH PLASTER OR STUCCO FINISHES H/360 RAFTER TO TOP PLATE (TOE-NAILED) (3) 8d NAILS PER RAFTER SEE RESIDENTIAL CODE OF NYS FOR FOOTNOTED ITEMS EXTERIOR WALLS - WIND LOADS a' WITH OTHER BRITTLE FINISHES H/240 CEILING JOIST TO TOP PLATE (TOE-NAILED) (3) 8d NAILS PER RAFTER (CONTACT ARCHITECT FOR ASSISTANCE) EXTERIOR WALLS - WIND LOADS a' WITH FLEXIBLE FINISHES H/120d' CEILING JOINT TO PARALLEL RAFTER (FACE NAILED) - 281 SPAN (5) 16d NAILS PER HEEL JOINT SPLICE USE LIVE LOAD LINTELS SUPPORTING MASONRY VENEER WALLS e' -0" U600 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) (5) I6d NAILS PER LAP b NOTE: L - SPAN LENGTH, N - SPAN HEIGHT UNINHABITABLE ATTICS WITHOUT STORAGE ' 10 COLLAR VIES TO RAFTERS (FACE-NAILED) (4) IOd NAILS PER TIE a. FOR THE PURPOSE OF DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE BLOCKING TO RAFTERS (TOE-NAILED) (2) Sd NAILS EACH END UNINHABITABLE ATTICS WITH LIMITED STORAGE b''g' 20 TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS OBTAINED FROM TABLE R301.2(2) b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. RIM BOARD TO RAFTERS (END-NAILED) (2) I6d NAILS EACH END c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD DEFLECTION SHALL W A L L E R A M I N G NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING THE EDGE OF GLASS, THE BALCONIES (EXTERIOR) AND DECKS" 40 TOTAL LOAD DEFLECTION SHALL NOT EXCEED U175 FOR EACH GLASS LITE OR 1_/60 FOR THE ENTIRE LENGTH JOINT DESCRIPTION NO. OF NAILS NAIL SPACING OF THE MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOF OR WALLS OR SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120. TOP TO TOP PLATE (FACE-NAILED) (2) I6d NAILS PER FOOT FIRE ESCAPES 40 d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF HAW. TOP PLA-rE @ INTERSECTIONS (FACE-NAILED) (4) I6d NAILS AT JOINTS - EACH 51DE GUARDS AND HANDRAILS d' 200 h• e. REFER TO SECTION R703.8.2. STUD TO STUD (FACE-NAILED) I6d NAILS AT 24" O.C. HEADER TO HEADER (FACE-NAILED) I6d NAILS AT 16" O.G. ALONG EDGE GUARD IN-FILL COMPONENTSf' S0 h' SCHEDULE OF TIES TOP OR E30TTOM PLATE TO STUD (END-NAILED) (2) I6d NAILS 2X4 STUD PASSENGER VEHICLE GARAGES a' 50a' LOCATION TIE MANU. * N0. SPACING/LOCATION NAILING (3) I6d NAILS 2Xfo STUD ROOMS OTHER THAN SLEEPING ROOMS 40 SIMPSON 1 1/4" X 20 GA. „ (4) I6d NAILS 2X8 STUD RAFTER TO RAFTER 16 O.C. (EA. RAFTER) 5-8d EACH END GALV. METAL STRAP C520 BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, (2) I6d NAILS PER SLEEPING ROOMS 30 FOOT RAFTER/PLATE/STUD SIMPSON H2A EACH RAFTER 5-8d TO RAFTER rev, description r END JOINT, OR BLOCKING (FACE-NAILED) 2-8d TO PLATES STAIRS 40 c 5-8d TO STUD FLOOR FRAMING PORCH RAFTER TO BEAM SIMPSON 1410 EACH RAFTER 8-8d X 1 1/2" TO RAFTER JOINT DESCRIPTION NO. OF NAILS NAIL SPACING '�'���� ���� SIMPSON 1 I/4" X 20 GA. 8-8d X I 1/21' To PLATE JOIST TO SILL,TOP PLATE, OR GIRDER (TOE-NAILED) (4) 8d NAILS PER JOIST PORCH BEAM TO POST GALV. METAL STRAP C520 EACH POST 18-10d 08/21/23 ISSUED TO CLIENT TO WRAP OVER BEAM IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS. BRIDGING TO JOIST (TOE-NAILED) (2) ad NAILS EACH END MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE FER SQUARE FOOT OF AND DOWN TO POST ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, BLOCKING TO JOIST (TOE-NAILED) (2) Sd NAILS EACH END HORIZONTAL PROJECTION SIMP50N 1 1/4' X 20 GA. TO &TER AN ITEM IN SEAL OF AN ARCHITECTAIS ALTERED, THE ALTERI WAY. IF AN ITEM NG THE STUD TO STUD GALV. METAL STRAP C520 16„ O.G. (EACH STUD) 18-IOd ARCHITECT SHALL AFFIX TO HIS I'fErl THE SEAL AND THE BLOCKING TO SILL OR TGP PLATE (TOE-NAILED) (3) I6d NAILS EACH BLOCK TRIBUTARY LOADED AREA IN SQUARE FEET NOTATION ALTERED BY' FOLLOWED BY 14I5 SIGNATURE LEDGER STRIP TO BEAM (FACE-NAILED) (3) I6d NAILS EACH JOIST FOR ANY STRUCTURAL MEMBER STUD TO BOX BEAM SIMPSON 1 1/4' X 20 GA. „ AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC GALV. METAL STRAP C520 16 O.C. (EACH STUD) IS-10d DESCRIPTION OF THE ALTERATION. JOIST ON LEDGER TO BEAM (TOE-NAILED) (3) 8d NAILS PER JOIST ROOF SLOPE 0 TO 200 201 TO 600 OVER 600 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS BAND JOIST TO JOIST (END-NAILED) (3) !6d NAILS PER JOIST FLAT OR RISE LESS THAN 4 INCHES BOX BEAM TO SILL SIMPSON LTP4 16" O.C. 12-8d X 1 1/2" SUCH ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) PER FOOT (1:3) 20 16 12 PROHIBITED. (2) I6d NAILS PER FOOT STORY TO STORY SIMPSON PHD-5 WITH SEE PLAN SEE MANUFACTURER'S SPECIFICATIONS HOLD-DOWN ATR-5/B X 30 M 1 STHOS RESIDENCE ROOF SHEATHING RISE4INCHESPERFOOT (1:3) TO JOINT DESCRIPTION NO. OF NAILS NAIL SPACING LESS THAN 12 INCHES PER FOOT (I:I) 16 14 12 SILL TO FOUNDATION 5/8" DIA. ANCHOR BOLTS 32" O.C. N.A. STUD TO FOUNDATION SIMPSON HDU5-SD52.5 W/ SEE PLAN DRILL FOUNDATION FOR 7/8" ROD TO BE RESIDENTIAL RENOVATION PLYWOOD PANELS RISE 12 INCHES PER FOOT (I:1) 12 12 12 HOLD-DOWN 7/5 A36 THREADED ROD 4 EMBEDDED II 1/4 WITH SIMPSON ACRYLIC SIMPN TO 4'-0-" PERIMETER EDGE ZONE (RAFTERS @ 16" o/c) Bd COMMON NAILS 6' O.C. EDGE, 6" O.C. FIELD AND GREATER (WITH FLOOR JOISTS) C UPPER Gb5 REDUCER 5/6' RODTIES WIT. CONNECTH C:UPLER.7 INSTALL SQUASH 2310 THE LONG WAY LANE BLOCKING SHEAR W INTERIOR ZONE (RAFTERS @ Ib" o/c) 8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD SION POSTSEI-OSEE DETAIL.ALL EDETAILALL COMPRES- SOUT1-IDLD, NEW PORK C E IL ING SHEATH ING STUD TO FOUNDATION SIMPSON HDU5-5D52.5 SEE PLAN DRILL FOUNDATION FOR 5/8" ROD TO BE NAILING * FASTENER SCHEDULES HOLD-DOWN EMBEDDED 11 1/4" WITH SIMPSON ACRYLIC JOINT DESCRIPTION NO. OF NAILS NAIL SPACING SCHDULC OP TIES FOR WOOD DECKS (W/O FLOOR JOISTS) TIE ADHESIVE. (RES CODE OF NYS TABLE R501.9.1.3(1) DECK LEDGER CONNECTION TO SAND JOIST)a,b GYPSUM 1�lALLBOARD 5d COOLERS 711 �I JOIST SPAN NOTES I)RV O.C. EDGE, 10 O.C. FIELD ARCHITECT, P.c. WALL SHEATHING CONNECTION DETAILS 6' t LESS 6'i" TO 8' BY TO 10'1104" TO 12'12'1" TO 14'14Y TO 10116111 TO 18' I. ALL TIES ARE IN ADDITION TO FRAMING NAILING - SEE NAILING SCHEDULE. JOINT DESCRIPTION NO. OF NAILS NAIL SPACING 2. ALL LUMBER TO BE DU (51 G FIR - LARCH. Park Avenue Franklin Square, New York I1om ON-CENTER SPACING OF FASTENERS 3. ANCHOR BOLT SIZE AND MAXIMUM SPACING TAKEN FROM TABLES 3.2A, 3.2B * 3.2C IN WFCM MANUAL FOR 516) 352-9827 www.drvarch.c PLYWOOD PANELS ONE AND TWO-FAMILY DWELLINGS (SEE NOTE #5 BELOW). i I/2„ DIAMETER LAG SCREW WITH 30 23 18 15 13 II 10 4. ALL CONCRETE TO BE 3000p5i CONCRETE. drawn b Las checked b . 4'-0-" PERIMETER EDGE ZONE (STUDS @ 16" o/c) Sd COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD 1/2" MAXIMUM 5HEATHINGct70 d 5. ALL ANCHOR BOLTS TO BE 16" 'L' TYPE OR SIMPSON 5STB WITH SIMPSON LBPS 5/8 3" X 3" BEARING scale: AS NOTED date: �' " �� I/2" DIAMETER BOLT WITH I/2" PLATES MAX. 12" AND MIN. 8" FROM CORNERS, MIN. 2 PER SILL; MIN. IMBEDMENT B" IN CONCRETE AND 15" IN ro'ect number: 2325 INTERIOR ZONE (STUDS @ 16 o/c) Bd COMMON NAILS 6 O.C. EDGE, 12 O.C. FIELD 36 36 34 29 24 21 Iq MASONRY BLOCKS PER SECTION R403.I.6. 7" 0 C �� MAXIMUM SHEATHING d 6. ALL METAL BRACKETS AND FASTENERS IN CONTACT WITH ACQ TREATED LUMBER MUST BE GYPSUM WALLBOARD 5d COOLERS O.C. EDGE, 10 O.C. FIELD �� �� DOUBLE-DIPPED HOT-GALVANIZED OR STAINLESS STEEL. �a►,� R Q 1/2 DIAMETER BOLT WITH I 36 36 29 24 21 IS 16 7. DOUBLE TOP PLATES SHALL BE INSTALLED WITH OVERLAPPING CORNERS AND INTERSECTIONS WITH BEARING skid, G S" F L O O R S H E A T H I N G MAXIMUM SHEATHING e PARTITIONS. END JOINTS IN TOP PLATES SHALL BE OFFSET 24II MINIMUM PER R602.3.2. n JOINT DESCRIPTION NO. OF NAILS NAIL SPACING a. LEDGERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT WATER FROM CONTACTING HOUSE BAND JOIST. A-011.00 b. SNOW LOADS SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. m _ PLYWOOD PANELS LESS THAN I" 8d COMMON NAILS 6' O.C. EDGE, 12" O.C. FIELD c. THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE BAND JOIST. d. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. NOTE: ,�t•Q t�,Q- ROOF SHINGLE S e. SHEATHING SHALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL, GYPSUM BOARD, FIBERBOARD,LUMBER OR FOAM SHEATHING. UP DETAILED SECTIONS INDICATE THE VARIOUS METAL CONNECTORS AND THEIR INTENDED LOCATIONS. SIMILAR IIE `'` 11 OF 12 TO 1/2' THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2' OF ALLOWABLE THICKNESS WHERE CONDITIONS ELSEWHERE ON THE STRUCTURE SHALL USE THE SAME CONNECTORS. JOINT DESCRIPTION NO. OF NAILS NAIL SPACING COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER SHEATHING. ASPHALT SHINGLE STRIP 6 GALVANIZED MIN 12 GA EACH ASPHALT SHINGLE STRIP ROOFING NAILS W/ 3/8' DIA HEAD GENERAL REQUIREMENTS: GENERAL CONSTRUCTION NOTES: 1. INTENT OF CONTRACT DOCUMENTS: ALL WORK SPECIFIED HEREIN SHALL INCLUDE ALL 1. ALL DIMENSIONS ARE TO FINISH DIMENSION. DO NOT SCALE DRAWINGS. USE FIGURED 21. ALL PLUMING WORK SHALL CONFORM WITH THE INTERNATIONAL PLUMBING CODE AND THE MATERIAL, LABOR, EQUIPMENT AND INSTALLATION. ALL MATERIAL AND WORKMANSHIP 12. EXISTING STRUCTURES: THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF DIMENSIONS. LATEST COUNTY AND LOCAL HEALTH DEPARTMENT CODES. THE PLUMBING SHALL BE NEW AND FIRST QUALITY SUBJECT TO THE ARCHITECT'S AND OWNER'S ANY ELEMENTS OF THE PROJECT, OR THOSE ELEMENTS IMPACTED BY THE PROJECT, CONTRACTOR IS TO OBTAIN ALL INSPECTIONS NECESSARY FOR THE SIGN-OFF OF THE APPROVAL. THE ARCHITECT RESERVES THE RIGHT TO CLARIFY THE WORK IF THAT ARE UNCOVERED DURING THE COURSE OF ALTERATION THAT ARE FOUND TO BE 2. CUTTING: AND PATCHINCr EACH SUBCONTRACTOR OR TRADE SHALL BE RESPONSIBLE PLUMBING WORK. NECE55ARY BY ADDITIONAL DETAIL DRAWINGS OR WRITTEN DESCRIPTION. UNSOUND OR DANGEROUS. SUCH ELEMENTS ARE TO BE MADE COMPLIANT WITH THE FOR PROVIDING THEIR OWN CUTTING AND PATCHING UNLESS ARRANGEMENTS ARE 22. ALL ELECTRICAL WORK SHALL COMPLY WITH 2O15 INTERNATIONAL ELECTRICAL CODE, APPLICABLE REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND IN MADE WITH THE GENERAL CONTRACTOR TO DO 50. VERIFY ANY QUESTIONABLE CHAPTERS 35 THROUGH 41, AND THE BOARD OF FIRE UNDERWRITERS REQUIREMENTS. 2. MEASUREMENTS: EACH CONTRACTOR SHALL BE RESPON51BLE FOR VERIFYING ALL ACCORDANCE WITH STANDARD BUILDING PRACTICE. CUTTING WITH THE ARCHITECT BEFORE COMMENCING WORK. THE ELECTRICAL CONTRACTOR 15 TO PROVIDE THE OWNER WITH AN UNDERWRITERS DIMENSIONS AND MEASUREMENTS IN THE FIELD AND LAYING OUT WORK PRIOR TO THE CERTIFICATE AT THE COMPLETION OF WORK. COMMENCEMENT OF WORK. ANY DISCREPANCIES SHALL BE BROUGHT TO THE EXISTING STRUCTURES ON THE PROJECT PROPERTY NOT RELATED TO THE PROJECT 3. ALL STRUCTURAL MATERIAL OR ASSEMBLIES SUBJECT TO DETERIORATION WHICH ATTENTION OF THE ARCHITECT FOR HIS CONSIDERATION AND CLARIFICATION BEFORE SCOPE OF WORK ARE NOT THE RESPONSIBILITY OF THE ARCHITECT OR CONTRACTOR. MIGHT BECOME STRUCTURALLY UNSOUND IF UNPROTECTED SHALL BE PROTECTED PROCEEDING WITH THE WORK. IN NO CASE SHALL SUCH DIFFERENCES CONSTITUTE IN ACCORDANCE WITH GENERALLY ACCEPTED STANDARDS AS PER THE INTERNATIONAL THE BASIS FOR AN EXTRA CHARGE OR COMPENSATION. B. SITE MAINTENANCE AND CLEANING: THE GENERAL CONTRACTOR SHALL BE RESIDENTIAL CODE, SECTION R317. RESPONSIBLE FOR MAINTAINING THE JOB SITE IN A NEAT SAFE AND ORDERLY 3. G1UiALTTY CONTROLS MAINTAIN QUALITY CONTROL OVER PRODUCTS, SUPPLIERS, ' 4. CONCRETE= ALL CONCRETE SHALL ATTAIN A MINIMUM OF 3500PS1 COMPRESSIVE ALL DEBRIS AND RUBBISH SHALL BE REMOVED FROM THE MANUFACTURERS, SERVICES, SITE COMPOSITION AND WORKMANSHIP TO PRODUCE WORK MANNER AT ALL TIMES. STRENGTH AFTER 28 DAYS. NEWLY POURED CONCRETE SHALL BE KEPT FROM Of SPECIFIED QUALITY. ALL WORKMANSHIP SHALL BE FIRST QUALITY EXCEEDING BUILDING 51TE RAPIDLY AS IT ACCUMULATES. PROVIDE AND MAINTAIN PROPER WASTE FREEZING AND ALLOWED TO CURE IN ACCORDANCE WITH THE AMERICAN CONCRETE INDUSTRY STANDARDS, BY QUALIFIED AND TRAINED MECHANICS FAMILIAR WITH THEIR CONTAINERS. NO FOOD WASTE ON THE FLOOR WILL BE TOLERATED. ALL TRADES INSTITUTE STANDARDS. RESPECTIVE TRADE. SHALL ARRANGE TO CLEAN UP THEIR RESPECTIVE DEBRIS. 5. ALL FOOTINGS SHALL EXTEND TO UNDISTURBED VIRGIN SOIL HAVING A MINIMUM 4. FIIW ENGINEERING: ALL GRADE LINES, LEVELS AND BENCHMARKS SHALL BE 14. MATERIALS AND MUIPMENT: BEARING CAPACITY OF ONE TON PER SQUARE FOOT. (GRADED SAND WITH GRAVEL). ESTABLISHED .;ND MAINTAINED BY THE GENERAL CONTRACTOR. IF NECESSARY THE THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 3'-0" BELOW FINISH GRADE. GENERAL CONTRACTOR SHALL RETAIN A LICENSED LAND SURVEYOR TO STAKE OUT A. TRANSPORTATION AND HANDLING: ARRANGE AND TRANSPORT PRODUCTS BY ALL FOOTINGS SHALL BEAR ON SUITABLE SAND AND GRAVEL SOIL. MAXIMUM PITCH THE BUILDING OR BUILDING ADDITION AND VERIFY REQUIRED SETBACKS. WHEN THE METHODS REQUIRED TO AVOID PRODUCT DAMAGE; DELIVER IN UNDAMAGED RATIO FOR STEPPED FOOTINGS SHALL BE I IN 3. BUILDING OR BUILDING ADDITION 15 TO CL05E TO THE REQUIRED SETBACK LINES, A CONDITION. PROVIDE EQUIPMENT AND PERSONNEL TO HANDLE PRODUCTS BY SURVEYOR WILL BE REQUIRED TO STAKE OUT THE BUILDING OR BUILDING ADDITION METHODS TO PREVENT 501LING OR DAMAGE. PROMPTLY INSPECT SHIPMENTS 6. ALL REINFORCING BARS TO BE INTERMEDIATE GRADE 60 DEFORMED BARS. ALL TO AND RECONFIRM THE LOCATION OF THE FOUNDATION WALLS BEFORE FRAMING BEGINS. TO ASSURE THAT PRODUCTS ARE UNDAMAGED. AMERICAN CONCRETE INSTITUTE AND AMERICAN REINFORCING CONCRETE INSTITUTE STANDARDS. MINIMUM 30 DIAMETERS LAP ON ALL SPLICES. 5. BUILDING PERMIT: THE GENERAL CONTRACTOR SHALL PREPARE AND FILE FOR ALL B. STORAGE AND PROTECTION: STORE PRODUCTS IN ACCORDANCE WITH THE BUILDING PERMITS AND OTHER APPROVALS NECESSARY FOR THE PERFORMANCE OF HIS THE MANUFACTURER'S INSTRUCTIONS, WITH SEALS AND LABELS INTACT 7. SILL ANCHORS IN ALL FOUNDATION WALLS SHALL BE IN ACCORDANCE WITH THE WORK. ALL PERMIT FEES SHALL BE REIMBURSED TO THE CONTRACTOR BY THE OWNER. AND LEGIBLE. STORE SENSITIVE PRODUCTS IN WEATHER TIGHT ENCLOSURES "NAILING AND FASTENERS" DRAWING THI5 SET. ALL SILLS TO BE PRESSURE TREATED OFF THE GROUND; MAINTAIN WITH TEMPERATURE AND HUMIDITY RANGES REQUIRED LUMBER, HAVE SILL INSULATION AND ALUMINUM TERMITE SHIELD, AS PER THE IN NO CASE SHALL THE GENERAL CONTRACTOR BEGIN WORK IN ANY MANNER UNTIL BY THE MANUFACTURER'S INSTRUCTIONS. INTERNATIONAL RESIDENTIAL CODE PROPER APPROVAL AND SIGNED PERMIT 15 ISSUED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE BUILDING INSPECTOR OF THE PROGRESS OF THE PROVIDE TEMPORARY PROTECTION FOR INSTALLED PRODUCTS. CONTROL TRAFFIC 8. STRUCTURAL STEEU ALL STEEL TO BE ASTM A36 AND ALL FABRICATION AND WORK AND REQUEST TIMELY INSPECTIONS BY THE BUILDING INSPECTOR. IN IMMEDIATE AREA TO PREVENT DAMAGE. PROVIDE PROTECTIVE COVERING ERECTION SHALL BE IN CONFORMANCE WITH THE AMERICAN INSTITUTE OF STEEL FOR WALLS, PROJECTIONS, JAMB5, SILLS AND SOFFITS OF OPENINGS. PROTECT CONSTRUCTION AND SPECIFICATIONS AND STANDARDS. ALL FIELD CONNECTIONS TO UPON THE COMPLETION OF WORK, THE GENERAL CONTRACTOR SHALL REQUEST A FINAL FINISHED FLOORS AND STAIRS FROM TRAFFIC, MOVEMENT OF HEAVY OBJECTS BE BOLTED CONNECTIONS AND ALL STEEL TO BE SHOP PRIMED AND REPAINTED AFTER INSPECTION BY THE INSPECTOR AND PROVIDE ALL REQUIRED UNDERWRITERS AND STORAGE. REPAIR AND REPLACE ANY DAMAGED SURFACES. INSTALLATION. MINIMUM OF 4" END BEARING ON ALL BEAMS. CERTIFICATES AND SECURE A CERTIFICATE OF OCCUPANCY (OR AN UPDATED CERTIFICATE OF OCCUPANCY) PRIOR TO FILING A CERTIFICATE OF SUBSTANTIAL 15. CONTRACT CLOSEOUT: UPON COMPLETION OF THE WORK THE GENERAL CONTRACTOR 9. WMBER: ALL STRUCTURAL LUMBER SHALL CONFORM TO STATE CODE, PRODUCT USE COMPLETION WITH THE ARCHITECT. 514ALL PER50NALLY INSPECT THE ENTIRE PROJECT AND CONFIRM THAT ALL WORK MANUAL OF WESTERN WOOD PRODUCTS ASSOCIATIONS AND PLYWOOD SPECIES AND 15 IN ACCORDANCE WITH THE PLANS. ANY DEFECTIVE OR DAMAGED WORK SHALL GRADE GUIDE OF THE AMERICAN PLYWOOD ASSOCIATION. G.C. 15 RESPONSIBLE TO OBTAIN AN UPDATED PROPERTY SURVEY IF REQUIRED BY BE CORRECTED. TINE LOCAL MUNICIPALITIES IN ORDER TO OBTAIN A CERTIFICATE OF OCCUPANCY ALL LUMBER TO MEET OR EXCEED THE FOLLOWING STANDARDS OF QUALITY: (OR AN UPDATED CERTIFICATE OF OCCUPANCY). A. CLEANING: THE ENTIRE CONSTRUCTION AREA, INSIDE AND OUT, SHALL BE THOROUGHLY CLEANED READY FOR THE OWNERS USE. THIS DOES NOT CONSTITUTE HORIZONTAL FRAMING MEMBERS (JOISTS AND RAFTERS) TO BE DOUGLAS FIR- 6. BUILDING CODES: ALL CONSTRUCTION SHALL CONFORM To THE LATEST EDITION of THE JUST "BROOM SWEPT". ALL SURFACES SHALL BE PROFESSIONALLY CLEANED AND LARCH, CONSTRUCTION GRADE, MIN. Fb = 1000 PSI AND E = 11500,000.00 LOCAL AND STATE BUILDING CONSTRUCTION CODE, THE STATE ENERGY CONSERVATION POLISHED INCLUDING ALL GLASS, TILE, WOODWORK, CABINETRY, BATH FIXTURES CODE, COUNTY HEALTH DEPARTMENT REQUIREMENTS AND ALL LOCAL AGENCIES HAVING AND ALL PAINTED SURFACES AND FLOORS. CLEAN THE INSIDE OF ALL CABINETRY VERTICAL FRAMING MEMBERS (STUDS) TO BE DOUGLAS FIR - LARCH STANDARD JURISDICTION. AND DRAWERS. REMOVE ALL WASTE AND SURPLUS MATERIAL, RUBBISH AND GRADE Fb = 500 PSI AND E = 11400,000.00 CONSTRUCTION FACILITIES FROM PROJECT SITE. NO DEBRIS SHALL BE BURIED 7. TB IPORARY FACILITIES= THE GENERAL CONTRACTOR SHALL PROVIDE, MAINTAIN AND ON SITE. 10. ALL PLYWOOD 514EATHING SHALL BE EXTERIOR GRADE WITH WATERPROOF GLUE IN RAY FOR ALL TEMPORARY UTILITIES THAT MAY BE NEEDED FOR HIS WORK. IF THE CONFORMANCE WITH THE AMERICAN PLYWOOD ASSOCIATION SPECIFICATIONS AND OWNER ALLOWS THE CONTRACTOR TO USE THE EXISTING FACILITIES, THE CONTRACTOR B. OPERATION, MAINTENANCE DATA AND WARRANTIES: THE GENERAL CONTRACTOR GRADING. ALL NAILING TO BE AS PER THE INTERNATIONAL RESIDENTIAL CODE. SHALL REIMBURSE THE OWNER FOR SUCH USE. THE CONTRACTOR SHALL BE AND HIS SUBCONTRACTORS SHALL PROVIDE ALL WRITTEN OPERATIONAL rev, -description RESPONSIBLE FOR THE MAINTAINING OF SUCH UTILITIES IN AN ORGANIZED AND SAFE INSTRUCTIONS AND WARRANTIES FOR ALL EQUIPMENT AND CONTROLS INSTALLED 11. FRAMING: PROVIDE AND INSTALL DOUBLE JACK STUDS AT EACH SIDE OF VERTICAL MANNER. INCLUDING ALL RESIDENTIAL EQUIPMENT. THE ENTIRE MECHANICAL SYSTEM, OPENINGS. PROVIDE AND INSTALL DOUBLE RAFTERS, JOISTS OR HEADERS AND OR ANY PORTION AFFECTED BY THE CONSTRUCTION PROJECT, SHALL BE TRIMMERS AT ALL FLOOR AND ROOF OPENINGS. PROVIDE 1" X 3' CROSS BRIDGING PROVIDE, PAY FOR AND MAINTAIN ALL TEMPORARY FACILITIES REQUIRED FOR THE EXPLAINED TO THE OWNER INCLUDING REQUIRED MAINTENANCE EACH MECHANICAL AT MAXIMUM 8'-0" ON CENTER CONTINUOUS FROM WALL TO WALL FOR FLOOR AND EXECUTION OF THE WORK, INCLUDING BUT NOT LIMITED TO ELECTRICITY FOR POWER TRADE SHALL PROVIDE WRITTEN INSTRUCTIONS REGARDING THEIR WORK AND CEILING JOISTS. AND LIGHTING, HEAT AND VENTILATION, TELEPHONE SERVICE, SANITARY FACILITIES, INCLUDE THEIR NAME AND TELEPHONE NUMBER IN CASE OF AN EMERGENCY. ALL DJMPSTERS, WATER, DUST CONTROL AND ALL NEEDED DEWATERING EQUIPMENT, ELECTRICAL PANELS SHALL HAVE A WRITTEN SCHEDULE INDICATING WHAT EACH PROVIDE AND INSTALL FIRESTOPS ON ALL LOAD BEARING WALLS AS PER THE SCAFFOLDS, LADDER AND SHORING. CIRCUIT CONTROLS. INTERNATIONAL RESIDENTIAL CODE, MINIMUM 8'-0" VERTICAL. 08/21/23 ISSUED TO CLIENT 8. LIST OF SUBCONTRACTORS: THE GENERAL CONTRACTOR SHALL PROVIDE A LIST OF ALL C. PMEiCT RECORD DRAWINGS: PREPARE A SET OF CLEAN BLUEPRINTS WHICH ALL EXTERIOR WALLS AND ALL INTERIOR BEARING WALLS TO BE 2" X 4" WOOD STUDS IT 15 A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS SUBCONTRACTORS (INCLUDING ADDRESS AND TELEPHONE NUMBERS) THAT WILL BE DOCUMENTS ALL CHANGES AND ADDITIONS TO THE WORKING DRAWINGS BY THE AT 16" ON CENTER, WITH 2" X 4" CATS AT THIRDS. ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT, USED ON THE PROJECT, PRIOR TO THE COMMENCEMENT OF WORK. THIS LIST SHALL BE IDENTIFYING SKETCHES AND DIMENSIONS IN RED ON THE PRINTS, THE EXACT TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE UPDATED AND KEPT CURRENT AS CONSTRUCTION PROCEEDS. THE OWNER RESERVES LOCATION OF BURIED ITEMS SUCH AS ALL THE UTILITIES, THE ENTIRE SEPTIC ALL EXTERIOR NAILING IN EXPOSED EXTERIOR WOOD SHALL BE ALUMINUM OR SEAL OF AN ARCHITECT IS ALTERED, THE ALTERING THE RIGHT TO REJECT ANY SUBCONTRACTOR FOR ANY REASON THEY MAY CHOOSE. SYSTEM, AND ALL ITEMS CHANGED, ENCOUNTERED, OR ADDED FOR GALVANIZED. ARCHITECT SHALL AFFIX TO H15 ITEM THE SEAL AND THE CONSTRUCTION. SUBMIT DOCUMENTS WITH TRANSMITTAL LETTER CONTAINING NOTATION 'ALTERED BY' FOLLOWED BY HIS SIGNATURE 9. COORDINATION: THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL DATE, PROJECT TITLE, CONTRACTOR'S NAME AND ADDRESS, LIST OF DOCUMENTS 12. INSULATION: PROVIDE AND INSTALL FIBERGLASS BATTS, FOIL ONE SIDE, THICKNESS AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC COORDINATE THEIR WORK WITH ALL ADJACENT WORK AND COOPERATE WITH OTHER AND SIGNATURE OF THE CONTRACTOR. AND R-RATING AS SHOWN ON DRAWINGS. FOAM INSULATION SHALL COMPLY WITH THE DESCRIPTION OF THE ALTERATION. TRADES TO FACILITATE THE PROGRESS OF THE WORK. EACH TRADE SHALL AFFORD INTERNATIONAL RESIDENTIAL CODE, SECTION R316, THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS OTHER TRADES EVERY REASONABLE OPPORTUNITY FOR THE INSTALLATION OF THEIR D. RELEASE OF LIENS: BEFORE FINAL PAYMENT WILL BE APPROVED, THE GENERAL SUCH ARE THE PROPERTY OF THE ARCHITECT. WORK AND STORAGE OF THEIR EQUIPMENT AND MATERIALS. THE GENERAL CONTRACTOR SHALL SUBMIT TO THE ARCHITECT, A NOTARIZED RELEASE OF 13. GYPS M BOARD: ALL GYPSUM BOARD SHALL BE 1/2' UNLESS OTHERWISE NOTED. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER COORDINATION OF THEIR LIENS AFFIDAVIT STATING THAT ALL INDEBTEDNESS CONNECTED WITH THE WORK PROVIDE MINIMUM I/2" TYPE 'X' FIRE CODE 60 IN GARAGE AND BOILER ROOM AREAS. PROHIBITED. WORK. THE GENERAL CONTRACTOR AND HIS SUBCONTRACTORS SHALL ARRANGE A FOR WHICH THE OWNER OR THEIR PROPERTY MIGHT IN ANY WAY BE RESPONSIBLE ALL GYPSUM BOARD IN BATHROOMS SHALL BE "GREEN BOARD" WITH WATER RESISTANT CI)ORPRECONSTRUCTION MEETING WITH THE ARCHITECT TO DISCUSS THE SCHEDULE AND HAVE BEEN PAID IN FULL. FINISH. PROVIDE 1/2" WONDER BOARD OR DUROROCK CEMENTITIOUS BACKER BOARD IN M18TH05 RESIDENCE COORDINATION OF THE WORK. ALL SHOWER AND TUB AREAS. ALL GYPSUM BOARD SHALL HAVE TAPE AND THREE E. IF SO REQUIRED BY THE OWNER, THE CONTRACTOR SHALL PROVIDE ADDITIONAL COATS OF SPACKLE AND TO BE SANDED SMOOTH READY FOR PAINTING. 10. INISURANCE: THE OWNER SHALL SEEK PROFESSIONAL ADVICE FROM HIS INSURANCE SIGNED AND NOTARIZED RELEASES BY EACH SUBCONTRACTOR STATING THAT SUPPLIER AND MAINTAIN AND PAY PREMIUMS FOR INSURANCE ON ALL WORK DONE AND THEY HAVE BEEN PAID IN FULL AND HAVE NO ADDITIONAL CLAIMS AGAINST 14. ALL WINDOWS AS SPECIFIED SHALL BE DOUBLE GLAZED, HAVE WEATHER STRIPPING RESIDENTIAL RENOVATION . INCORPORATED IN THE BUILDING AGAINST LOSS DAMAGE FROM FIRE, THEFT OR THE OWNER IN ANY WAY. AND HAVE CONCEALED FLASHING AND DRIP CAP. ALL WINDOW UNITS SHALL BE VANDALISM. THE OWNER SHALL AL50 PROTECT HIS INTERESTS FROM CONTINGENT PROVIDED WITH SCREENS AND LOCKING HARDWARE LIABILITY FOR DAMAGE FOR PERSONAL INJURY INCLUDING DEATH, WHICH MAY ARISE 2310 THE LONG WAY LANE FROM OPERATIONS UNDER T14I5 CONTRACT. WINDOWS THAT SERVE AS OPENINGS FOR EMERGENCY EXIT TO COMPLY WITH THE SOUTHOLD, NEW YORK THE GENERAL CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF THE INTERNATIONAL RESIDENTIAL CODE, SECTION R310. INSURANCE NAMING THE OWNER AND HI5 PROPERTY AS CO-INSURED, COVERING ALL EXTERIOR DOORS SHALL HAVE 5" SADDLE AND INTERLOCKING WEATHER- GENERAL NOTES WORKER'S COMPENSATION INSURANCE AND LIABILITY FOR $2,000,000.00. STRIPPING ZERO OR APPROVED EQUAL. II. SITE PROTECTION AND SAFETY: THE CONTRACTOR SHALL PROTECT THE OWNER AND 15. ALL ELECTRICAL AND MECHANICAL WORK SHALL BE INSTALLED IN STRICT ARC H I T E C T THE ADJACENT PROPERTIES FROM INJURIES AND DAMAGE. ANY DAMAGE DONE DURING CONFORMANCE WITH THE NATIONAL ELECTRIC CODE AND HAVE UNDERWRITER'S ' P.C. CONSTRUCTION DUE TO NEGLIGENCE OF THE CONTRACTOR OR HIS SUBCONTRACTORS LABORATORY APPROVAL. ALL MECHANICAL WORK SHALL BE LAID OUT AND INSTALLED I)RV SHALL BE CORRECTED WITHOUT DELAY OR EXPENSE TO THE OWNER. IN A FIRST GLASS AND QUALITY MANNER. SLOPPY WORKMANSHIP WILL BE REJECTED. 1180 Park Avenue Franklin Sgyare, New York 11010 16. 51'1010E DETECTOR: PROVIDE AND INSTALL I10 VOLT SMOKE DETECTOR TO MEET THE (516) 352-9827 www.drvarch.com THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER PROTECTION REQUIREMENTS IN ALL BEDROOM AREAS PER THE INTERNATIONAL RESIDENTIAL CODE, AND PRESERVATION OF ALL TREES AND SHRUBS THAT ARE NOT TO BE REMOVED FROM THE WORK AREA. THE CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING SECTION R314 AND PER THE REQUIREMENTS of THE LOCAL JURISDICTION. drawn by, Las checked b . PRIOR TO THE COMMENCEMENT OF HIS WORK OF ANY TREE OR SHRUB THAT HE 17. ALL ATTIC E XI AUST FANS, IF PROVIDED SHALL BE INSTALLED WITH MEANS FOR scale: AS NOTED date: FEELS SHOULD BE REMOVED OR REPLANTED COMMENCEMENT OF WORK WILL AUTOMATIC SHUT-OFF IN THE EVENT OF A FIRE IN CONFORMANCE WITH THE project number: 2325 REPRESENT THAT THE CONTRACTOR HAS ACCEPTED THE SITE AS 15. INTERNATIONAL RESIDENTIAL CODE. AI_L TEMPORARY ENCLOSURES SHALL BE PROVIDED AND MAINTAINED WHEREVER NEED 18. FIRE ALARM SYSTEJ'1: IF PROVIDED OR INSTALLED UNDER THIS CONTRACT SHALL TO PROTECT CONSTRUCTION FROM WEATHER OR TO PROTECT THE BUILDING AGAINST UNAUTHORIZED ENTRY TO A POOL, ETC. INCLUDE AN AUTOMATIC SHUT-OFF RELAY TO ALL MECHANICAL FANS AND BURNERS �� G� � � �• WITH BUILDING TO INSURE THAT IF THE ALARM SYSTEM 15 ACTIVATED, THAT ALL a G a FANS AND BURNERS WILL BE DEACTIVATED TO PREVENT THE POSSIBLE SPREAD OF PARTICULAR CARE SHALL BE TAKEN IF WORK 15 NEAR A SWIMMING POOL. PROVIDE FIRE OR SMOKE THROUGHOUT THE BUILDING. _ * A=012.00 FENCING AROUND THE POOL DURING THE CONSTRUCTION PERIOD TO PREVENT ENTRY TO THE POOL. 19. DOORS AND EXITS SHALL CONFORM WITH THE INTERNATIONAL INTERNATIONAL RESIDENTIAL CODE, SECTION R311. 12 OF 12 20. STAIRS SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE, SECTION R311.7. RAILINGS AND HANDRAILS, SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE, SECTION R311.7.8.