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Home My WebLink About49124-Z SUfFOIkc Town of Southold apt o�y� 4/6/2024 0 P.O.Box 1179 o • 01. 53095 Main Rd y�01 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45109 Date: 4/6/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1050 Hyatt Rd, Southold SCTM#: 473889 Sec/Block/Lot: 50.4-13.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/10/2023 .pursuant to which Building Permit No. 49124 dated 4/13/2023 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 covered front porch, deck, screened porch, second floor covered balcony and finished basement,to existing single family dwelling as applied for. The certificate is issued to Fried,Paul&Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49124 3/11/2024 PLUMBERS CERTIFICATION DATED 4/2/2024 GRchoenwae r Jr. A ignature �SUFFo TOWN OF SOUTHOLD �o aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE 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#: 49124 Date: 4/13/2023 Permission is hereby granted to: Fried, Paul 50 Sutton PI S #2C New York, NY 10022 To: Construct additions and alterations to existing single family dwelling as applied for. At premises located at: 1050 Hyatt Rd, Southold SCTM #473889 Sec/Block/Lot# 50.4-13.1 Pursuant to application dated 2/10/2023 and approved by the Building Inspector. To expire on 10112/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,501.20 CO-ADDITION TO DWELLING $50.00 Total: $1,551.20 Building Inspector pF SOUr�o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �� • �o sean.devlin(CD-town.southold.ny.us Southold,NY 11971-0959 �yCOUM(`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Fried Address: 1050 Hyatt Rd City:Southold st: NY zip: 11971 Building Permit#: 49124 Section: 50 Block: 1 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electrical Consultants License No: 48402ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 45 Ceiling Fixtures 23 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 10 Wall Fixtures 13 Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt 3 Recessed Fixtures 62 CO Detectors Sub Panel 2 A/C Blower 2 Range Recpt 50A Ceiling Fan 6 Combo Smoke/CO 3 Transfer Switch 200A UC Lights Pucks 7 Dryer Recpt FE:1 Emergency Strobe Heat Detectors 2 Disconnect Switches 4Q 4'LED Exit Fixtures Sump Pump Other Equipment: Hood, Oven, DW, Micro, W/D, Ceiling Heater, Mini Fridge, 200A Panel 40 Circuit/ 36 Used, 100A Panel 30 Circuit/24 Used , 200A Transfer Switch - No Generator Notes: Two Story w/ Finished Basement Inspector Signature: Date: March 11, 2024 S.Devlin-Cert Electrical Compliance Form (631)765, 1802 Pax t631? 765-95� 'f4Wn Hal ,4Rnc� 54375 Main R"d co P.O. Ba�x 1179 r�nand«, ioW York 11971.0959 BLf1�.I)ING DEPARTMENT ra TOWN OF 5lO ()LID APR 2 2024 .. . CE Lj1 I l CATION Building Permit No. Please pant) l (Please pdnt) 1 ca'tify that the solder used in the water supply$yst=contains less than 2110 of 1% lead. : r WOM W kAbrc rue thin �1_d day of 2u Q�RY AA[7 �ry ptilOI1C.91a�ln n NA�I►YCisn till^' fn ►r lyw NoturSrwb11 , � colay t. !rV. OF SOUTyO6 # # TOWN OF SOUTHOLD BUILDING DEPT. courm1 631-765-1802 INSPECTION [ FOUNDATION 1 ST [ ] 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: L- DATE INSPECTOR DOE 50UT * TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION dF OUNDATION 1ST [ ] UGH 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: on � o _ o o DATE _WY INSPECTOR qr ( l 1 hoy�OlaF SOUlyolo f # TOWN OF SOUTHOLD BUILDING DEPT. `ycouto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 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 R EMA S: C DATE INSPECTOR L2k SOUTyO<o 11 # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou 631-765-1802 INSPEC'M N [ ] FOU ATION 1 ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ "] CODE VIOLATION [ ] PRE C/O [ .] RENTAL MARKS: f lik- v� FIMg ( VW52, Vaq o� - DATE y INSPECTOR Of SO"Iyo� l I V to 6C) # * TOWN OF SOUTHOLD BUILDING DEPT. `ycnurm?�' 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 LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL L REMARKS: CA � od— cle 1 4pL u \,A eA DATE )�P INSPECTOR OE SOUTyO� - f # TOWN OF SOUTHOLD BUILDING DEPT. /2• °`ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ INSULATI0WCAULKING [ ] 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: &-h' d 7 Gc v DID—• 01,0 KA I ht Ale- core- DATE INSPECTOR - 0ES0UlyO� # TOWN -OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/-REBAR [ ] 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: a s�r2y �r Nl<SPil fQ -9As9A4E,� 0 bqmtc� 4,&dvL &A 4-ailoW all)& Q IWJ U4�io. 14mj AgU;LSA m 89e n )h;A . ry aeJ e G joij 144/0, h 6k4r C, IZA rAA d- DATE INSPECTOR c� oe souryO6 # TOWN OF SOUTHOLD BUILDING DEPT. `y"ouffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/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: sGA.&, , DATE INSPECTOR ak / hO�aOF SOUIyO� L4 TOWNl OF SOUTHOLD BUILDING. DEFT. coutm, 631-765-1802 'INSPECT-ION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ::]-.FIRE SAFETY INSPECTION [ ] FIRERESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -GK,, DATE INSPECTOR 40 ♦ ~'1 1 0• 0 yq /a4 i � 4 1 '4v _ � _ ,r,c ,� P"r`•y. *►eta—,. �i ir"` �._..,��. OV Ar s r� a _ I r,i .................................. ' OfERL M THER Insulation of the Future r Installed Certificate This form must befilled out and posted to complywith building code requirements.This meets IRC Sections N1101.3, N1101.41, and N1101.8requirements. The following spray foam product(s)have been installed: R ❑ ThermoSeal 500 ❑ ThermoSeal 1200 ❑ ThermoSeal 1600 ❑ ThermoSeal 500 HY ❑ ThermoSeal OCX ❑ ThermoSeal 2000 ❑ ThermoSeal 800 ThermoSeal CCX ❑ ThermoSeal 2100 ❑ FlameGuard 500 Consult Intemational Building Code Chapter 26-Plastic section and the International Residential Code R316-Foam Plastics section for specific requirements.The spray polyurethane foam insulation system(s)has/have been installed in accordancewith the manufacturers installation guidelines to provide a thermal resistance outlined below: Area Insulated R-Value Thickness installed** Attic Area R- at inches Sloped Ceilings R- 2 ( at in inches 3 Walls(provide location) R- at inches Walls (provide location) R- at inches Floors(over unheated crawl space) R- at inches Crawl Space Perimeter &etlo/ t(Jal!5 R-/ at..., a it inches Basement Exterior Walls R-/ at a It inches Other: f Q� R-3 cl at inches **Nominal thickness is rep sentative of field, spray applied foam insulation. Jobsite Address:1050 h6101�r�• .5 Ao a V r/l 9?iDate of installation: 14 0t 23 Building Contractor: 64ttl - Thermoseal Contractor: Q•rj U 145014hon �pj j• Phone:�_� �3 6 lnstalledBy: hr and 41h-a&J a **POST NEAR ELECTRICAL PANEL** PTHER iwft' I...latioa of tao Fulwe ThermoSeal•PO Box 32•New Canaan,CT.06840 Ph: 1.800-853-1573 info@thermosealusa.com J FIELD INSPECTION REPORT DATE COMMENTS eG ,,t 2 o FOUNDATION(1ST) M ' e v" v - S l�� - y ------------------------------------ Ya wl, o FOUNDATION (2ND) � Lq Vim �0 VA um O C,yn ROUGH FRAMING& �R r M PLUMBING 1� W pM 1' 17a/art 61PAeAlil AA44lf ea h INSULATION PER N.Y. STATE ENERGY CODE v FINAL ADDITIONAL COMMENTS sl W`z3 y�a.�'ol, 95-I AD rec-# 164624 6F+eo _. lob za a�cl oa �r'e c aS�e a� L �ec�r'rc. e. � o z x d M It H i �1►fF0 K�, ao�' oGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ��,• o� Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT I LD For Office Use Only PERMIT NO. Building Inspector: FEB 1 0 2023 BUILDING OEPT. Applications and forms must be filled out in their entirety. Incomplete 70WNOFSOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an . Owner's Authorization form(Page 2)shall be completed. Date:February 8, 2023 OWNERS)OF PROPERTY:, Name:Elizabeth O'Brien- SCTM#1000- Sd 3 , Project Address:1050 Hyatt Rd,.Southold Phone#:917-328-0449_ Email:lizobf@aol.com Mailing Address:Same as above CONTACT PERSON: Name:Jennifer Wicks Mailing Address:197 Burney Blvd, Mastic, NY 11950 Phone#:516-319-5203 Email:iwpermits@optonline.net DESIGN PROFESSIONAL.INFORMATION: Name:Klesse Associates Mailing Address:38 Chatham Rd. #1, Short Hills, NJ 07078 Phone#:973-379-6602 Email:info klesse.com CONTRACTOR INFORMATION:, Name:Fernandez Five Construction, Inc Mailing Address: 22 Loraine St., Brentwood, NY 11717 Phone#:631-813-0745 Email:fernandezfiveconstruction@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $550000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property:ReSldentlal Intended use of property:Res_ident[a]_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes @No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided 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 ofsouthold,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.regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.4S of the New York State Penal Law. A lication Submitted B Int name :Jennifer Wicks @Authorized pp Y(p ' ) Agent ❑Owner Signature of Applicant: Date: January 30, 2023 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Jennifer Wicks being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 4411 day of 11"1510 i'LIQ� .20_S `, Notary Public JESSICA CERAMELLO -State of PROPERTY OWNER AUTHORIZATION Notary No.1ic 07E6424260wYork ountY (Where the applicant is not the owner) Qualified in ExpireSuffolk 10/251 My Commission Expires 10/25/2025 Elizabeth O'Brien residing at 1050 Hyatt Rd, Southold do hereby authorize Jennifer Wicks to apply on my behalf to the Town of Southold Building Department for approval as described herein. wne s Signature Date Elizabeth O'Brien Print Owner's Name 2 AFFIDAVIT County of Suffolk State of New York Elizabeth A. O'Biierl,laving been first duly sworn, provide thfis Affidavit in support of an application for a building permit to alter and renovate their residence, and state the following: 1. We own property known as 1050 Hyatt Road, Southold,New York 11971 and we have applied for a building permit to alter and renovate the existing two story principal dwelling. 2. in support of the application,we state that no changes will be made to the existing structure's one car garage and the bedroom above it. c - Elizabeth A. O'Brien _ PRINT FULL NAME SI Sworn o subscribed before me this day of M1 2C H , 20 23 . ,d' 'e— Notary Seal Notary Pplic EMMANUEL LAFORTUNE - �otary Public, State of New York -- Reg. No. 01 LA6362844 Qualified In Kings Commission Expires 0912312025 - f �( = � BUILDING DEPARTMENT-Electrical Inspector y TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.gov-- seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Icy-q- z3 Company Name: t40R(Z-,s-J 8"L�Tt-ccA Electrician's Name: License No.: qy,4 z-f1c-- Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: •1 v'1 Hg ce , A%ia C-. P�cc�c � . JOB SITE INFORMATION (All Information Required) Name: Address: --T t2b Cross Street: Phone No.: BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION' OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Foota 2 Circle All That Apply: Is job ready for inspection?: ff-YES[] NO R Rough In fa 14'- 17 Final Do you need a Temp Certificate?: ❑ YES[�JV0 Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[—]underground❑Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION Pa� 200 05(aa7 OS�fEOLK ' BUILDING DEPARTMENT-Electrical Inspector TOWN OF SO.UTHOLD. Town- Hall Annex-,54375 Main Road - PO Box 1179 P" Southold, New York 11971-0959 PA �p�� Telephone (631) 765-1802 - FAX,(631) 765-9502 1 roaerr(cD-southoldtownny aov- seandCcDsoutholdtownny1 qov ,APPLICATION FOR ELECTRICAL INSPECTION- ELECTRICIAN INFORMATION.(AII Information Required) Date: (cq Z- Company Name: ASK(. L ZTF�c� � �� Electrician's Name: License No.: q- �,(c7Z-ticr Elec. email: Elec. Phone ❑I request an email copy of Certificate of Compliance Elec. Address.: Zvi g.� --4> :4%R: • JOB SITE INFORMATION (All Information Required.) Name: Address: Z> Cross Street: Phone No.: Bldg.Perrnit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): f � ` Square Footag& 2Sv� Circle All That Apply: Is job ready for inspection?: ZYES❑ NO ®Rough In '/a Final Do you need a Temp Certificate?: ❑ YES �O Issued On�--- Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 M H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION (p 23 200 10960, r• i PERMIT q Address: Switches Outlets GFI's Surface Sconces I I I- H H's a UC Lts Fans ( Fridge HW 1 Exhaust Oven W/D f DW ,` ;Mini smokes 1 I I Micro Generator _arbon f -ombo I Cooktop Transfer I aC AH Hood I (Service Amps Have Usec -pedal: � 2 Carl n I - omments — OZA I 1 . r ZVA n r/91 ! l G�lry � fqD b,;9DO)KIM[W AT IE IK Scott A. Russ fall N12 'A WA N, G E A41 E N T SUPERVISOR outhold 3095 'Tbwn o S SOMEJbt,'lb Tt)IVN 'L«,P.0.3ox 1179 HAV "lainRoad S0Lrf HOLD NEWY0,RjK. 1-19,71. f 5 CHMYfER236w STQ!�* ER,,MANAGEMENT REFERRAL FORM 'I INFOR'V ( APPLIC&N bil�-Y '171-11_7 APPLIC LY 'FOP, PRbP Gt R "A L TIES. 0INC ACPvE IN' A;Rl� , R LAR R APPIACANT! -Pro perl v Qwn0r, Deiigll'professl pna.;. AgW,-Contractor, 01 ho Dam w. N A IVI F': 77, Contact Iff(irniandil-', Pi.000ly Address,I Locgtion. -,-.)F Cbf!8tf-uct!(,-)n bite:r erg , 000 V, tv SeO06. WO� Lot • BUILOW Towmqu G E, 1, Q P A R,,!�Nj f-,N Avean,f Disrtfrbaacv s less thavi I Acre. Nu STAXE,& tot." ischar to AV.,awrs of,the Si-ate. N6 Sl?,.D.ES Pigmit i,, Re uhmd ta Area i s Gvvaicr Wian:I Acre, Srb w%vafei KOO'te kof Di�s.tqi to,W;4�ql.- of[tv"Istate 01"New York, T14L DIRIXTUNIT'roill,Nt*,*Y' . 1)"Ir,cf-J rioi-toliswilve-of a BhiLd�.- Pqr�fflfi� Gn aic 11han 1 .t cre. wrnvwaler 'Squhhold, wa ter-oO-t lie:81.atedi,.N-ew York TTIE AM ICANT NIUST.OBTAIN P tor ta s,,- ace.oud avildio'P -n e.:* lj it. Date, o73 Re% � 3 Dwyer, Nancy From: Dwyer, Nancy Sent: Wednesday, February 22, 2023 3:36 PM To: 'jwpermits@optonline.net' Subject: 1050 Hyatt-Road Good afternoon Jennifer, I am reviewing the application for the proposed additions and alterations to the O'Brien residence in Southold, and there are a few issues with this one. First,this project meets the town definition of a demolition,therefore it is going to be reviewed entirely as new construction, requiring it to meet all the requirements thereof, including Suffolk County Health f partment approvals for sanitary. It is also going to need a variance, however there are amendmpflots fo the site plan which will need to be completed before I can prepare a notice of disapproval. Please have the architect provide the setback dimensions from the ROW to the house at it's closest point,as well as to the new construction areas. The site additionally requires the gEA data to be outlined and pyramidWevations showing sky plane limitations need to be prepared. A few additional things to note..the drawings must be stamped by a NYS�ieensed engineer;the drawing sets provided to us list a NJ architect and a NJ engineer. Codes and applicability'notes need to be updated to reflect;yetc. four jurisdiction, indicating all geographic and climatic design criteria, nailing and fastening schedules, RESc If you or the design professional have any questions,feel free to reach out to the building department. Thank you, JVancy Dwyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 r 1 a INTERIORS ARCHITECTURE PLANNING TRANSMITTAL RO p 6 2023 4!1 ov S® �FORBE- � ' ARCHITECTS COMPANYr//I# ADORESS PROJECT NUMBER TIMOTHY P.KLESSE,AIA,ASID PRINCIPAL SUBJECT l M ROBERT W. FORBES,AIA,TEED AP ASSOCIATE PRINCIPAL WE ARE SENDING HEREWITH THE FOLLOWING TRANSMITTED FOR SENT VIA ❑ ORIGINAL TRACINGS ❑ SAMPLES ❑ APPROVAL ❑ MAIL ❑ B & W PRINTS ❑ REPORTS ❑ AS REQUESTED ❑ HAND ❑ SPECIFICATIONS ❑ PHOTOCOPIES ❑ RETURNED WITH CORRECTIONS ❑ UNDER SEPARATE COVER ❑ SHOP DRAWINGS ❑ ❑ ❑ QUANTITY DRAWING 0. DESCRIPTION COMMENTS OR ACTION REQUIRED c ,f 18 CHATHAA ROAD, SHORT HILLS, N1 01078 913.319.660E fAX 913:319.1656 XLESSE.COA Length ac—dingW Table 261• Publ:c Ri COFWa - f ��r�, A_ Existing cirourd i 44k IT + +4' J�aai4 bin ne IIE=liil 41 J Ilt"r" II #e-- Pdt�rtor ++ V,40. +rr ' 1 tom' %� FENCE POST 1 # + FABRIC SECURED TO POST (SPAOCING 8'-0" r ,�� i WITH METAL FASTENERS AND ) REINFORCEMENT BETWEEN f , r, ,� KLESSE FORBES ARCHITECTS FASTENER AND FABRIC Lengtt aacord;ngWTable 26.1• DRAWSTRING RUNNING - 'k 4 38 CHATHAM ROAD THROUGH FABRIC y� SHORT HILLS, NEW JERSEY 07078 FORBES ALONG TOP OF FENCE FABRIC \ N41l %%h.ntWey PHONE (973) 379-6602 (3'-0- WIDE) - "\ ' KLESSE.COM ` TIMOTHY P. KLESSE, AIA, ASID Existing 6n"nd ... Ecarc�+c�rr 8'-0 I � NJ 09204 NY 027863 (MAX.) ROBERT We FORBES, AIA, LEED AP DIG " WIDEAN NJ 21AI01962600 DEEP TRENCH. BURY v«e.mm•+a I.tK=e,�a" tequRa.ba an + BOTTOM V-O" OF i l Ideo 1mat fencing for Cr** p>fotec.kio L Correct fenes g for gars protmuon FABRIC, TAMP IN ALTERATIONS TO RESIDENCE OF: PLACE Figure 29-1 Stabilize 'ottsmiction Access ,� `- FIRST CUT FILTER FABRIC FENCE BUNCH BAMRM 4 TREE PROTECTION DETAILS Mr. Fried & Mrs. O'Brien N.T.S. Table 2ti-L Lengths of Construction Exits on Sloping roadbe ��t�. SCALE: N.T.S. HyattOa ercent Slope of Roadway Length of stone,required FINAL CUT+ Southold, NY 11971 Coarse Grained Soils Fine Grained ils 0 to 2% 50 ft 100 ti 2 to 5% 100 ft 200 ft BiV411CH COLLAk >5% Entire surface must be paved SEDIMENT BARRIER DETAIL 2 STABILIZED CONSTRUCTION ACCESS DETAIL OLSC) MB REMOVAL DETAILS SCALE: N.T.S. SCALE: N.T.S. LE: N.T.S. SOIL EROSION AND SEDIMENT CONTROL DESIGN CRITERIA 1. NEW BUILDING AREA 2725SQUARE FEET. 2. DRIVEWAY AREA 1600SQUARE FEET. 3. ADD TOGETHER FOR 4325SQUARE FEET. TOTAL ADDED IMPERIOUS 4. PROVIDE 4,325 SF X .167 (2" RAIN) = 722 of - 5. QUANTITY OF 250 CU. FT. DRYWELLS: 4 REQUIRED. ,•n ��c,\ST E rR�Q \\OUTHYp,T ST'R VE'Y' OF PROPERTY W � � AT HORT ON,S PONT �� `, . � k TOWN OF SOUTHOLL 0) ®�� m 0 ant a , tis>� �!r!°(t Dr < - `—'• .,�� 4',,� �s�pfi� i�, SrFFDF COUNTY, Y. �4 ` SOIL EROSION AND SEDIMENT CONTROL GENERAL NOTES 7g _ �,R „ECG , , _ — � 1. INSTALL SEDIMENT DETAIL IN LOCATIONS AS INDICATED ON THE SITE PLAN AND DETAILED (SEE DETAIL 1). f.A YI�/I� : 'r_,aR. 0 5o 01 1;3.1 0- lb DRYWELL VOLUMES �ocL �rgRJ''4 SCALE.- 1'=30' �� >�63 2. OMIT �/ �a oU �►`",�.,� �I1L.r Q, 2011 /� 3. FOLLOW TREE PRUNING AS DETAILED (SEE DETAIL 3) PIT 170 CUBIC FEET 1---' "'-yam i �, -ADSQUIP ""`•, 2,p. 7 p XNE 25, 2C19 4. INSTALL TREE PROTECTION FENCING AS INDICATED ON THE SITE PLAN AND DETAILED. (SEE DETAIL 4) STONE 80 CUBIC FEETI ` ,y 5, INSTALL DRYWELLS IN LOCATIONS AS INDICATED ON THE SITE PLAN AND AS DETAILED (SEE DETAIL 5). TOTAL 250 CUBIC FEET f ,�� i► � "1/ �T�11'Ri/l A r}� 7d 6. INSTALL UNDERGROUND DRAINAGE AS INDICATED ON THE SITE PLAN. ALL PIPING SHALL BE 4" PVC SCHEDULE 40. -� - 1 �eNe 1 B J''' 7. INSTALL CHECK VALVE: IN 4" PVC ® INLET TO DRYWELL (IN GRAVEL AREA) �6' DIA LID �` ( � y _ _ ELZIATEC _Ert LEGEND OF CONSTRUCTION .rJ ,' 11E, :RAVEL - •••, 8. INSTALL LEADER RELEASE OVERFLOW AT THE LOWEST LEADER ELEVATION (BEFORE LEADER TRANSITIONS TO UNDERG UND P.V.C.) I - -F ,ATE 9. MAINTAIN NO SITE DISTURBANCE IN TREE DRIPUNE AREA AT ALL TIMES DURING CONSTRUCTION SO AS TO PROTECT TREE ROOTS. \p• w�a �j •� _ �.� EXIST. PARTITION TO REMAIN 10. STOCK PILE EXISTING TOP SOIL ON SITE FOR RE-USE ! ?�C7wv;uv ; } �- __ _ r _ _ G-PRCPANE -x " � i � ' --- . �� -NI( - ��•� �z_,- EXIST. PARTITION TO BE REMOVED 11, INSTALL 4 OF TOPSOIL ON ALL DISTURBED AREAS. SEEDING SHALL BE BY OWNER. -s• bf'��,/ F-1,q� - NEW PARTITION ,} '/ ♦ =. r:a ?%'.?% NEW 2 x 6 PARTITION TAPERED HOLES — ,� !, 4" DIA OUTSIDE i NEW 42" HIGH PARTITION GA NEW INTERIOR BEARING PARTITION -, 2" DW INSIDE VEHICULAR RATED - CUT BRICK / STONE CONCRETE LID �i �` stcwEa 6'-0" DAM ' , �° ■ 4 x 4 POST PROVIDE SOLID w � r GRADE GRADE AS 4 x 6 POST REQUIRED ❑ POST ABOVE " f �7n— ^ .� i'-^. �, �' ARCHED OPENING 4" P.V.C. SCHEDULE . ., ,• � _ 4 P.V.C. SCHEDULE F' r_. '_ "�• ( 1 __— ------------ - - r i1 , 40 INLET OVERFLOW EX.iy s=: Sr ;' ` - TO GRADE Y +� :s7P,. ROOM NAME BEDROOM 1 u 3 0 0 0 0 (D 0I FLOOR/PLUMBING (SEE SPEC.) I O O O 12" O O O { g_0" CEILING/WALL HEIGHT O O O O O 1 1/2" CLEAN I o o o O o o I jF .` �; ry �� CEILING/WALL HEIGHT 0 POINT CRUSHED STONE I _ - .�`' ' < r + , O o 0 0 0 0 �" �M�--- ` � ,� ¢ �V 0��'H � BEAM CONFIGURATIONS: �Fy1+�{t' FLUSH RECESSED SEMI-RECESSED DROPPED E ��p.v�� ;�.� x / CLEARANCE WRAP W 140N I O O O O O O I O 9 � �a �' /i �;`�' s2 y% MIRAR FILTER FABRIC y.. `�s�. q y �`� 1, �• „ I 12" r, „� � :. �` ,Jy �� All structure as indicated on plans is for floorTb. . 2 (HMA HOT MIX ASPHALT O o O o �_ �?� i�� I I L This document: and the ideas and designs incorporated herein, SURFACE COURSE, NJDOT MIX I-5 i o 0 0 0 0 w �. -�'"-C• �,-'s I I J = RE3AR " 4 r: AO� ,by.}� jt as an instrument of professional service, is the property of Klesse Associates P.A. and is not to be used in whole or in part 4" DENSE GRADED O O O o O o I _ r <= ,"''' without the written authorization of Klesse Associates P.A. J► — SAKE Vj �ii,� wt 7. = TEST dOLc :.? �'` 1_ Y j V F."i„ AGGREGATE SUBBASE I =vsf �-'cc•^ai=4-' - _ , 0 PIPE f NO. REVISION DATE 4E'LAVp n-iG ,�► / i c.Q •t•. ..e ° .. - _ ._ � '(S. !i C- iy0. 49618 DRAI►Q+TG TITLE °d ° URI/7-POL SOIL EROSION & AREA=53,323 SO. FT. _ ,aFCONIC 5U RS, I t 6:1 765-5020 ;�x !o"JJ j TSS-I797 SEDIMENT CONTROL PLAN COMPACTED ANY Al TERATIOV OR AoorTTON TO 7N1S SURVEY IS A WOLARON OF SECTION 7209 OF THE NEW P.0. 80X 909 -- e, YORK STATE 2- UCA71ON LAW, EXCEOT AS PER SEC77ON 7209--SUBDIVISION 2 ALL CEr"777RCATIONS i 'J MEASURE 7230 iRA'/EL=R 57REr-' SUBBASE HEREON ARE VAl10 OR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE i ! O8-20� IF THIS LINE S 3 DRAWING IS AT FULL SCALE r _ e r ° SOU THCO3 N. Y. 9 i1 72" SEEPAGE TANK WITH 6" LID IMPRESSED SAL THE SURVEYOR NIOSE SIGNATURE APPEARS HEREON. IF THIS LINE MEASURES 1-1/ " AT 1/2 SCALE DATE: ��ED Ai�c N :_ - 03/29/2023 �CO� l p-TER MINIMUM CONCRETE STRENGTH - 4000 P.S.I. 6' 28 DAYS - UNSUITABLE SUBGRADE SHALL BE REMOVED AND REINFORCING STEEL - CONFORMS TO ASTM A615 & A185 SCALE: t� �� REPLACED WITH DENSE GRADED AGGREGATE AS DIRECTED BY THE ENGINEER. DESIGN - MAXIMUM EARTH COVER - 4' , NO TRAFFIC LOADS AS INDICATED INLET/OUTLET EQUIPPED WITH 10" X 10" KNOCKOUT j{ i tlT? fC 6 DRAWN BY: \. , °a. RF 2 T M� C j MAR 3 12023 CHECKED BY: TK roWN0FS011 �€F DRAWING NUMBER PAVING DETAIL DRYWELL DESIGN_ SITE PLAN S - 1 SCALE: N.T.S. SCALE: N.T.S. SCALE: 1"=40'—O" PROJECT NO 1 /0 5 2 SHEET 1 OF 1 FRIED 0 BRIEN STIRVE'Y� OF PROPERTY A T HORTON S POINT OINT s'06'77 ao PA TOWN OF S+O UTHOL D 78 ` 7{ . V�?¢•,0 `��SEP K�SoiC t SUFFD COUNTY, N. Y •:E MR. 100��0.+—T5�0!—111-3 13.1 -A/L Y l3, 201' =ccL Quip ,' AJNE 25, 2019 } -AU 1 74 r AATIC /` STONE ! ` S n ( -:CPING f #/.� �� 1 /� � 1 \ sue. •° 1E4ATEC 'ECK CvER ;RAMS IL \v �� o , 't i' G /�//V �L ��•. i — -rROPANE_ �d. GH ZLT :�- S ice^ � ERAIGR lSY:OWEF 1; \ \ 18 ` 7tP'' ,�' ?•` r _AD 3. . AC GATE\ , / 1 H {y�q o \ NNl• SIG i 2A'1. / cG a ' I .: 80 CUT ShCWER 1 l tter/ / '�i// / / �y� �/ ,'14 � C 70. v 40 QC, sir � ` �qr, ,�-+��x•�;•` ��V: A'fY,9r� KEY17,50, r4b1 = REBAR WELL STAKE S = TEST HCLr •Ld' i. �1-65. I �i• '�. ! = PIPE v = MCNUMEiYT _ WMAND FLAG CrL, = U77U7Y POLE AREA= 323 SO. f. rv'r.,. ;c. Na. nss1, + AdECONIC SU S, P.C. (631) 765-5020 FAX (6il,' 765-1797 ANY ALTERATION OR AOD17ION 0 THIS SURY 15 A WOLA77ON OF SEC'10N'7209 OF THE NEW L/ �t P.O. 80X 909 IF YORK STATE EDUCATION LAW. EXCEPT AS PER SEC7ION 7209—SURD111190N .4 ALL CERTIF1CA710NS ; 12JO TRAVELER S7REcT HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES HEAR THE _ SCUTHOLD, N.Y. 11971 i 0 —206 IMPRESSED SEAL OF THE SURWYOR *40SE SIGNATURE APPEARS HEREON. SURVEY OF PROPERTY _..GR. ATO T�JHOR'�TO.c[�YT'S rP1 COI POINT 1 OWI OF �.7ouTHoLD 74_ S73 2a 4r4 B T fi- o �-+ �,R� 70 ZSC,77c 'RIcr SUFFOLK COT NTY, N. Y. 76 c� 'Sof 1000-50-01-13.1 �...,Ej/t/4 !/1 tSo11/il11 SC _ A� -GG� ;LTER 4 ' y ALE' 1 =30 e 'co,` !, JUL Y Q, 2011 AD -AINE 25, 2019 'AD '� 23r•7 --- &-lo r4'�A t; =ATE o-TOME -oP41y: a , ;oP NG 1FUTECSRO. •.VER :RAVES �> Pla' GAVE \ —PROPANE --y' ANK ?" 'ENERAiCR " AC GATE i`V•y- � � ate% ` .�' •,i J/� CUT SiCWEF lb Ai- Alo 7• e y � �� / tl=7a�, • %• .�\ I it ��' i ��,. .• / � .�, `1�' L CQV i t � �/,c �=t��i /.for � ; • A\;�0�'C�`,�:� i KEY r J = R®AR M �� ^. `�s . t,i/ �,r�,i"tv WqL A = STAKE 9 = TEST HOLE f'` 0 = PIPE W�i 0 ■ MGNUMEiVT i = hEMAND P AG RLITY POLE �� +C1=5- L/C. NO. 496iS U AREA=53,323 SO. FT, pEcONiC SU Rs, P.C. _ (6,31; 765-5020 FAX (01) 765-1797 ANY AL7ERA77ON OR AOD171O1Y TO THIS SURVEY IS A WOLAZION OF SECTION 7109 OF THE NEW y� y+� ® P.O. 90X 909 YORK STATE EDUCA71ON LAW. EtCFPT AS PER SECTION 7209-SUBDIVISION 2 ALL CERITFCCATIONS 1 L+ L� 4.°' - �•Z AA__ -- 12JO /T1AVE_cr? STREET i 0/-� ((]] e HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE �'-v� SCU7NCLD, N. Y. 11971 ! VB—�Oe7 iMPREa9ED SEAL OF THE SURVEYOR N9IOSE SIGNATURE APPEARS HEREON. A5-BUILT 51TE INFORMATION: k� MARY MARGARET -SUFFOLK COUNTY TAX MAP ID: 1000-50-01-1 3.1 I KEMENY -5CDH5 REF#R-20-027G / DWELLING ! -EXISTING 3 BEDROOM HOME WITH EXISTING GARAGE 5TUDIO APARTMENT WELL \ -LOT AREA: 53,323 5F 1100 HYATT ROAD -PROPERTY LOCATED AT 1050 HYATT ROAD N28'46 00'E -TOWN OF SOUTHOLD.5UFFOLK COUNTY.NEW YORK \ / g -SURVEY PROVIDED BY:PECONIC SURVEYORS,PC.DATED OG-25-201 9 / r WIRECE / LISO-SETBACI(FROM -VERTICAL DATUM-NAVD-88 DATUM _�� / NEGHOOR9WELL -PRIVATE WELLS LOCATED WITHIN 150 LF OF PROPERTY SHOWN ON MAP. w 9� �✓ _ _ MIRE FEw 197.68' -NO PUBLIC WATER AVAILABLE. -NO SURFACE WATER OR WETLANDS WITHIN 300 LF OF THE PROPERTY. E%ISkING WATER LINE FROM ,1 `t!O'BETBACKFROM GENERAL NOTES: wELdITOMUSE / E%RTrRGWFL I. TOTAL OF 4 EXI5TING BEDROOMS. NO PROPOSED CONSTRUCTION OR ADDITIONS AT THI5 TIME. 2. SANITARY DESIGN FOR UP TO 5 BEDROOMS TO ACCOUNT FOR FUTURE BEDROOM ADDITION IF DECK NECESSARY. 3. SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OW(5 SANITARY 5Y5TEM CONSTRUCTION ONLY. 1 POOL- / q 4. REFERENCE ELEVATIONS BASED ON SURVEY BY PECONIC SURVEYS PC.I / �!. N Za'S' I Q� 5. ON51TE UTILITY LOCATIONS ARE APPROXIMATE,MARK-OUTS PERFORMED BY CONTRACTOR PRIOR TO 1 & 2 STY.: ,«�P ! I PERFORMING 51TE WORK. 1 O I i a FRAME HOUSE °�^� HOT 10.8• - Ng �� QL,Lo A G. SOIL TEST HOLE DATA FROM ADJACENT PROPERTY PROVIDED BY 5CDH5 FOIL REQUEST.ENGINEER l ANT 2S3•(GAR. UNDER) gam, b q$! " I v PERFORMED SHALLOW TEST HOLES TO VERIFY HISTORICAL SOIL TESTING. l!I 1 N 5 m �P r QK �+ /� W 7. PERCOLATION TEST PERFORMED BY PRECISION TE5TING ON I I_1 4-201 9. U 299, '3 &RF^' i 8. I/A OWT5 CONNECTED TO BOTH HOUSE AND APARTMENT.DESIGNED FOR UP TO 5-13EDROOM5 Z I TOTAL. LL1 O ` I/A OWf5 SEPTIC SYSTEM FOR UP TO 5 BEDROOM RESIDENCE: rs yOy�� n 1 __ / w L I °�a �4` m 1. ONE(I)HYDROACTION AN500 VA OWT5 0) g I N `�' __I Co /ti0 ;I i i Z�]� 2. ONE(1)PLC CONTROL PANEL WITH HP80 COMPRESSOR W Q r �O Al I .,y �,, / I II '=a / 3. ONE(1)ORENCO 51MPLEX PUMP STATION PF3005 PUMP AND VERICOMM COPITROL PANEL Q r --�r`Z'•.a `` �$ ��; II II ; 1 4. FOUR(4)34'ROW5 OF 34"INFILTRATOR CHAMBERS USED FOR P50 APPLICATION.TOTAL OF } O O O I 8 I I # I 4` O 32 CHAMBERS AND 8 END CAPS = z 0 Z O y GNRAL SANITARY SYSTEM AND5TALLATION NOTES: L~ m I. I/A OWT5 SEPTIC SYSTEM DESIGNED FOR UP TO 5 BEDROOMS PER SUFFOLK COUNTY DEPARTMENT Q O \ O a F I I I r 0 \ � i �� I I � I � I- r. OF HEALTH STANDARDS(5CDH5). —I I Al 8�\ �` 1.1 i � E%GASnNE WATER LINE TO Z 2. EXISTING TREES TO BE REMOVED AS NECE55APY IN DRAIN-FIELD AREA PRIOR TO CONSTRUCTION. Q > Q m D 3. SANITAIRY GRAVITY DRIAN PIPE TO BE 4-INCH PVC 5DR35. N = _ � I F _,R/piT I �_ 4. CLEANOUT5 TO BE INSTALLED ON ALL TURNS AND ANY SPAN OF 75 FEET ON GRAVITY DRAIN PIPE. J 0 �- I . . I I oA g l / LLB Lr7 __ wqy s I / c� 5. OWT5 TESTED rQR WATER TIGHTNE55 PRIOR TO ARRIVING ONSITE USING THE METHOD APPROVED O P-INCH TO WASTE Q PIPE FROM HOUSE TO VAgNfS ram` � `� ,I V �-� I / m Q BY MANUFACTURER. Z r Q HYDROACTION ANSDD/A N / ` `.\ `�\ I 0° "` / In G. THE OWf5 INSTALLER 15 LICENSED. HOLDS AN ENDORSEMENT FROM 5CDH5 AND 15 A " } HYDROACTION AUTHORIZED INSTALLER. LU ORENCO SNPLE%PS 7. THE OWT5 INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH 5CDH5. THE DESIGN ` ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS REOUIRED BY 5CDH5. m \ --- VENT ``�\ �' I �, -+ 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAIL fTENANCE PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO 5CDH5 FOR BOTH VA OWT5 AND PSD. Q 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWES. 0. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. ` a c i' `� i LA AS-BUILT DIMENSIONS FOR I/A OWTS SEPTIC SYSTEM: `\� "'q'Q k OUTLET OF ORENCO PUMP TANK: END OF ROW 1: END OF ROW 2 WALL I� ! / HYDROAC11ON: 2A: 103' 3A: 21' 4A: 26' �S Ao `� r 1 A: 99' 2B: 125' 3B: 29' 46: 30' \ co � 16:. 122' I. 4'o '' \ 70' END OF ROW 3: END OF ROW4: VALVE CONTROL FOR LEACHING FELD: W ° 5� 5A: 30' 6A: 35' 7A: 53' �o�T OF � x gl�d`�Z HYDROACTION 5B: 32' 68: 34' 78: 68' >- Cn c / J W INFILTRATOR N•STANDARO CHAMBER PSO LEACHING X7y.. C r O \ I � D�� TREHES.11%I]4'A'X22T ROWS. L - FF ` Q La r LAJ c n02 ` 7t Q QSZ LJ 3 a ^1 T OF �k/ry �� L $ \ I � A Q z > Z Y r'NpT off `k ^i J W nw c ppFNJ ?41¢soH ti A� LEGEND _ V O CI-ATi2C': _--LII IEAR'=T EGGS RiQ F p� -nyIE-41G 5AIIITARY CE55P'-rA MAI-WARIMUTA /�1 a / �pRTy�NSpN A� cA A,` ^-C--_ -O GRADE 'A.,-W.11"UL' U) -c \ `� Mq y o OB-O6TRI5UTIp-I 5CTi ?A-5-'JIISRE iYAS-5*.YATEP REA-r lEll'SYSZL F r /sec 4�//V- /Pc "Z�� a EL-ELE•:An7, 5CDh5 CJL.na- •=- /yp )7C �( •A U12- TRIG� 5T-59—C Ta CL - Nl v 7e•aPT:ABr 7E yE�Tn 9E2:1'^ 8S M4p sJ ••E_R415hEC•LOOK ELC:ATIo•1 TF TP-5T SOLE 0 yYq�cYA,F� p�R -_BADE LlIV:) -•En _I`m PEP.JAt TY•---TER ECE-HIGnL"J°FETED'.�J'covlD«GTE•t NM.. T?.',rTETE? Rp4p e-uNc'An:•E LreRusmYEO'�5 DATE:07-02 s SCALE: 1:z DESIGNER: I -5,0 � AS-BUILT 5AN ITARY SITE FLAN SHEET: SCALE= 1 :40 9� S SURVEY OF PROPERTY N / �5 soU�o AT HORTON'S POINT �~- RECEIVED4' �74- 14y0� �Fq,,kD/S TOWN OF SOUTHOLD 76_ HERE CC Ie �RiCr SUFFOLK COUNTY, N.Y. JAN 1 C1 i�20 \ - COR. 1g0� 1000-50-01 131 0.,'N pI" // POOL 1.�R�lg '""INK SCALE. 1'=30' Lonin9 Board Of APPeats / Pw� � JULY 1$ 2011 +/+ PAD t \\ $3j) JUNE 25, 2019 2 }/ PATIO 6 STOW \ / `74 COPINGFV- s CATE ��,i 76 ov c"vi`" 0 WELL k 78 V � 1 40/ � Pi' m4/ y4.2 PROPANE j ��7 \`�c ` N TANK �� 3. '�P \` � 014 ox"w°r"NCR or QN SHOWOUTER \\ :/r,A8 GRAB "• m n PAD 4.W GAME !e e pp �80—` �• /-76—OW / our 7 / 0 loll srwwER ar / NO. VE EL-74.3• / aik FINAL MAP or�'��gy REVIEWED BY ZBA �s� ti°s SEE DECISION# Sy S , / DATED / . / /hu7Oa S�F// N61'14'00W q.�69.7' \ spy s Oyu` ypai ��F k\ �u T k O ELEVA71ONS REFERENCED TO NAVD 88 vA k Oyu / KEY \ \\ QQ =REBAR ® = WELL e -STAKE = TEST HOLE =PIPE 0 a MONUMENT e• A" � WETLAND FLAG ''O3-U77LJTY POLE AREA=53,323 SO. FT. '�-� S. LIC. NO. 49618 ECONIC�'SU RS, P.C. ANY ALIERA71ON OR ADD1770M TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW (631)"765,502�AX(631) 765-1797 PORK STA7E EDUCA71ON LAW.D(CEPT AS PER SEC77ON 7209-SUSDIWSION 2.ALL OER77F70AT70NS P.O. 80X-909 HV?EON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE 1230 7RAVELE7? STREET 08-209 IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS 10WON. SOWHOLD, N.Y. 11971 1 I \ 5 A5-BUILT SITE INFORMATION: MARY MAR ARET KEMENY -SUFFOLK COUNTY TAX MAP ID: 1000-50-01-13.1 0 W }� R. CEIVE® /� / g . -SCDHS REF#R 20 0276 / DIVELLINIn G { -" -EXISTING 3 BEDROOM HOME WITH EXISTING GARAGE STUDIO APARTMENT /�P cl WELL -" rr— -0 o -LOT AREA:53,323 Sf ' -PROPERTY LOCATED AT 1 050 HYATT ROAD 1100 HYA7T ROAD n T.. t J�1 n gOZo Q N2846'00'E �p. In 'b -TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK L 2 L ' Lu �p � Q -SURVEY PROVIDED BY:PECONIC SURVEYORS,PC,DATED OG-25-201 9 � A(� Lu vAltE / (P B SCK yM�. � tV D C -VERTICAL DATUM-NAVD'88 DATUM r lP °,� g _- -% \ MIRE FENCE 197 68' _ Z -PRIVATE WELLS LOCATED WITHIN 150 LF OF PROPERTY SHOWN ON MAP. rn H LTH S VICES ° / __ ` Q� jM � -NO PUBLIC WATER AVAILABLE. 2c1t 0 9 SUFF.CO. T $�' TE- __ _- w (:3 g ��O -NO SURFACE WATER OR WETLANDS WITHIN 300 LF OF THE PROPERTY. F 9 4$ OFFICE OF WAWA ER MG I . � ,, $, PJDSFINGWATERLNEFROM - Cl) `D '1 v A` O I = .Y ; /O ` wELITGxousE t (D '0 s KFR �(� qM ENERALNOTES: OpR FESS T,O TOTAL OF 4 EXISTING BEDROOMS,NO PROPOSED CONSTRUCTION OR ADDITIONS AT T oEac CD :7 SANITARY DESIGN FOR UP TO 5 BEDROOMS TO ACCOUNT FOR FUTURE BEDROOM ADDITION t 1 ;L. •1 NECESSARY. z tt ` 350 l (D rn . SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWT5 SANITARY SYSTEM \ � ! t ! ! POOL ! m �) 'L to ONLY. xt ! 24,5' I / OQ j I SU R1-14 4. REFERENCE ELEVATIONS BASED ON SURVEY BY PECONIC SURVEYS PC. O ; WALL 2o.t' 2 STY+ ! 7 ! N In . ON51TE UTILITY LOCATIONS ARE APPROXIMATE,MARK-OUTS PERFORMED BY CONTRACTOR PRIOR TO f O / FRAME HOUSE �• ►+oT �/ o O PERFORMING 51TE WORK. t` t°C TUFT Tn A 1"w x G. SOIL TEST HOLE DATA FROM ADJACENT PROPERTY PROVIDED BY SCDHS FOIL REQUEST.ENGINEER ! ASPHALT y5.3.(CAR. UNDER) 0`8 I bg�/ m I N (D FD v g ` O W I ; t FF-�5, I lz o/� W B -ft �� PERFORMED SHALLOW TEST HOLES TO VERIFY HISTORICAL SOIL TESTING. !E 5z5' 1 . PERCOLATION TEST PERFORMED BY PRECISION TESTING ON I I-14-201 9. U / t t 1 S y i � 1 N g' 0) 8. I/A OWES CONNECTED TO BOTH HOUSE AND APARTMENT.DESIGNED FOR UP TO 5-BEDROOMS Z I / WALL 29.9' 4- C�OiI n ! n 1 T (!1 TOTAL. w 10 1it I/A OWT5 SEPTIC SYSTEM FOR UP TO 5 BEDROOM RESIDENCE: m Q O < I. ONE(I)HYDROACTION AN500 I/A OWf5 U) I n Z p I y I CO ��'� 7 I �� i y lI 2. ONE(1)PLC CONTROL PANEL WITH HP80 COMPRESSOR �- tTI 3. ONE(1)ORENCO SIMPLEX PUMP STATION PF3005 PUMP AND VERICOMM CONTROL PANELof O r n'I 2 I F I\ ��,, \ 1 I I I p 4. FOUR(4)34'ROWS OF 34"INFILTRATOR CHAMBERS USED FOR P5D APPLICATION,TOTAL OF O \� -�` jl �t �� j, O b" 32 CHAMBERS AND 8 END CAPS 80 Z O�? 'I GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: F- \ O I `�" (` .� I p I. I/A OWES SEPTIC SYSTEM DESIGNED FOR UP TO 5 BEDROOMS PER SUFFOLK COUNTY DEPARTMENT � p , OF HEALTH STANDARDS(SCDHS). } J t O \\ \\ EJUSTINOWATERUNETO (p IcARace z V 2. EXISTING TREES TO BE REMOVED AS NECESSARY IN DRAIN-FIELD AREA PRIOR TO CONSTRUCTION. Q so e 3. SANITARY GRAVITY DRIAN PIPE TO BE 4-INCH PVC 5DR35. R/oH7'°F x 4. CLEANOUTS TO BE INSTALLED ON ALL TURNS AND ANY SPAN OF 75 FEET ON GRAVITY DRAIN PIPE. -� O I.. bINCH SDR 35 GRAVRYWASTE O -- `\ `\ t i Wqr 5. OWTS TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ON51TE USING THE METHOD APPROVED W PIPE FROM HOUSE TO VAOWTS -4 ~ ° >1t / v BY MANUFACTURER. O - N�S ROACTION AN=)VA ha ` ` CT i `\ \\� >\\` p G. THE OWr5 INSTALLER 15 LICENSED,HOLDS AN ENDORSEMENT FROM SCDHS AND 15 A Z O I �'76 ORENCO SIMPLEXPS -qP + HYDROACTION AUTHORIZED INSTALLER. W 0) I \\ 9 �. / y \ � � I � ` C� 7. THE OWfS INSTALLER SHALL REGISTER THE ON51TE TREATMENT SYSTEM WITH SCDHS. THE DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENTS AS REQUIRED BY SCDHS. 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE co I R \\ --_____ 15 t PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR BOTH I/A OWTS AND PSD. O 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWES. \ \�� S I 1 \` 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. 72 \ t `\ AS-BUILT DIMENSIONS FOR I/A OWTS SEPTIC SYSTEM: °`' ' \ �` �� \` / tt\\ °�^ N OUTLET OF ORENCO PUMP TANK: END OF ROW 1: END OF ROW 2: WALL t _.� - HYDROACTION: 2A: 103' 3A: 21' 4A: 26' �ss� �.�D` �? 1A: 99' 2B: 125' 3B: 29' 48: 30' g Qo tt \\\ `o - \� / 1B: 122' r� END OF ROW 3: END OF ROW4: VALVE CONTROL FOR LEACHING FIELD: W F R70, � HYDROACTIONCONTROLPANEL 5A: 30' 6A: 35' 7A: 53' � Qt Sg¢, pogo T ci OF `\\ALVE@= \ x :gb�d Zi AND BLOVIOL 59: 32' 6B: 34' 7B: 68' >' (n z S2 c� z 2Qy� ` \ 3 t�� `�C INFILTRATOR PSOLEACHMGO � U `r \� TRENCHES:(0930'X2M ROWS. > �77y O W Y n� 5boy �t ° °yam IIN� ~ ¢ CL �w m R/c \ t `� I Z Z ''' N ci Y } `o (4 0 0 0 o (NOT 0)0, 2¢,oa °y �� J LEGEND W O ¢x o ) 46• ,o p <„m p F� �'qv N/O/F on N O G CA5T IRON LP-LINEAR FOOT D ¢Q 'R �S�OR BFA.S 'A�A��• Cr-EXISTING 5ANITARYCE55POOL MA%L-MAXIMEACHING UM ••L• C D � �Y/oV A yC�'V` CTG-CUT TO GKADE MIN-MINIMUM ]�y 4��/I//Y CQ 14YQ T O ELL-ELEVATION°II BO% FT--TFERCOO 1TEn WASTEWATERON TREATMENT SYSTEM < F� EX-EXPANSION POOL 5CDH5-SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 8S �/1 FR` FR TANK 0 ECE ELEVATION TH THOLEG -GRADEELEVATION �Tti GPD-GALLONS PER DAY TYP-TYPICALq R��9p UA OWf5 CII NOVAATIV EXPECTED ALTERNATIVE GROUNDWATER5 WM-WATER METER IE-INVERT ELEVATION DATE:07-02-20 SCALE: 1:40 DESIGNER:TAO A5-BU I LT 5AN ITARY 5ITE PLAN Ll• SCALEL.=-._1�4.0 � SHEET: ARCHITECTURE INTERIORS PLANNING APR h2V3 FORBES April 4, 2023 A R C H I T E C T S Reference: O'Brien -Fried Residence 1050 Hyatt Road Southold,NY 11971 District 1000 Section 50 Block 01 Lot 13.1 Project# 17052 Area Calculations For Proposed Residence Zone R-40 Item Required Existing Proposed Status Lot Area 40,000 sf 53,323 sf Same Ok TIMOTHY P. KLESSE,AIA,ASID Lot Frontage (at street) 203' Same Ok PRINCIPAL Lot width setback line 150' 217' Same Ok Lot Depth 175' 221' Same Ok ROBERT W. FORBES, AIA, LEED AP Front Setback 50' 34.8' 51' Ok ASSOCIATE PRINCIPAL Left Side Setback 15' 29.8' Same Ok Right Side Setback 15, 143' 132.0' Ok Both Side Yards 35' 172.8' 161.8' Ok Rear Setback 50' 118, 112' Ok Lot Coverage 20% 10,665 sf 6,066 sf 6,566 sf Ok Gross Floor Area* 5,821.25 sf 3,048 sf 3,748 sf Ok Max.Height 35'/2.5 s 22' /2 s 30'/2.5 s Ok Accessory Use Setbacks(Gar) 15.0' 25.5' Same Ok Garage--- Side Accessory Use Setbacks-(Gar) 15.0' 31.4' Same Ok Garage-- Rear Accessory Height 22' 19.5' Same Ok Accessory sf 750 sf 744 sf Same Ok Accessory Use Setbacks 15.0' 14.3' Same Ok Deck—side Accessory Use Setback Deck—rear 15.0' 118' Same Ok Sheds less than 10 x 10 3.0' N/A • *See attached breakdown Yards measured from property lines per Connie 8-25-22 Gross Floor Area excludes garage,unheated dporches&cellars Building Inspector Michael Verity 631-765-1802/53095 Rt 25 Southold NY 11971 38 CHATHAM ROAD • SHORT HILLS, N1 07078 • 973.379.6602 KLESSE.00M ARCHITECTURE INTERIORS • PLANNING BUILDING CHARACTERISTICS FORBES . Code Jurisdiction 2020 RESIDENTAIL CODE ARCHITECTS OF NEW YORKSTATE j Use Group R-3 Const. Class. 5 B Area — 2,725 Sq. R. Largest Floor PROPOSED B.C. New Building Area 910 Sq. Ft. ADDED FAR Volume— New Structure TIMOTHY P. KLESSE,AIA,ASID PRINCIPAL ADDED FAR X HEIGHT i ROBERT W. FORBES,AIA, LEED AP I Basement 1,488 Cu. FL ASSOCIATE PRINCIPAL First Floor 4,845 Cu. FL Second Floor 3,600 Cu. Ft i Third Floor N/A Cu. Ft Tota I 10,845 Cu. FL GROSS, FLOOR AREA, BREAKDOWN i PRINCIPLE STRUCTURE EXISTING ADDITION TOTAL First Floor 1,392 Sq Ft 405 Sq Ft 1,792 Sq Ft Second Floor 732 Sq Ft 300 Sq Ft 1,032 Sq Ft. Total 2,124 Sq Ft. 700 Sq Ft 2,824 Sq Ft I ACCESSORY STRUCTURE 1 First Floor 180 Sq Ft NO WORK 180 Second Floor 744 Sq Ft NO WORK 744 Sq Ft Total 924 Sq FL 0 Sq Ft 924 Sq Ft I TOTAL GFA 3,048 Sq R. _ 700 Sq FL 3,748 Sq Ft 38 CHATHAM ROAD SHORT HILLS, NJ 07078 • 973.379.6602 KLESSE.00M `/�4�{�-�Si1wS�7itM7'Ps•ssRs4.w.�.�..ai�w.�Yv.),.� •� _�.--.. ��. �_-..•�----�� -"'--;-- _ __� .. ._ i•#fEIid.ts A c:�1:r[ I'd ti. Ft:Al A440 SrSi Addreoi tot Area, IOC L� � �� L• �sting Bu d Covemgm, xW prious Ovdrt r f .°J -C-7 nbs1ihg Lot ed101 rre.�a �: E %stfng s3or ; FeA it Y Third Floor: � 0 � �� .. • TOW l . 6w��cv, 6,* (IiA Leh? 114T LOV 47*tl r ►: Pre►p seq. :u� �Ing.Caveroge, , Piropose4.Impervious coverlage.- . � a oo�(�7o i- Apo �i= ('t�v•�' v.v .�- 7/ o `� �vo'� � Prooposed Lot Coverage: Ab 1/9 60- �✓o�o �O �� Fto os&d Floor. a Furst Flour;. Second'Floor;., . 1-2 -71 -+ 7 Third,.f loov. r V6 T'ot 6 I ilk, I -r �� .37 T1rlaOMYXIOSse .AAA,ASID I i-lisie Arc ita is $94Ihethum Rd 'Sh-e4 Eilf( NCI;1,70,,71. , t 8'CMU PROVIDE CONTINUOUS SOLID BLOCKING UNDER All LOADED FILL TOP COURSE WITH CONCRETE AND BLOCKS WITH POST CONDITIONS AS INDICATED ANCHORS. 1/2'DIA X 36-PAB(PRE-ASSEMBLED ANCHOR ON ALL FLOOR PLANS. (2)2'x 4'P.T. BOLT)BY SIMPSON STRONG If PROVIDE A MIN.OF 2 SILL PLATE ANCHOR BOLTS PER SECTION OF SL PLATE AND PLACED 12-FROM END OF FACH SECTION OF PLATE;INTERMEDIATE BOLTS PLACED A MAX.OF 4'-0.O.C. FILL TOP COURSE WITH CONCRETE AND BLOCKS WITH SIDING TO PERFECTLY MATCH EXISTING, ANCHORS. 1/2'CIA X 18-ANCHOR BOLTS EMBEDDED IYVEK,1/2-C-D PLYWOOD SHEATHING, 15'DEEP INTO CMU,PROVIDE A MIN.OF 2 ANCHOR 2 x 6's®16'O.0=R=21,BATT•&'1/Y- BOLTS PER SECTION OF SILL PLATE AND PLACED 12• GYP.BO.INTERIOR. FROM END OF EACH SECTION OF PUTS;INTERMEDIATE BOLTS PLACED A MAX.OF 6'-0.O.C. �\ALTERNATE SILL DETAIL 1,. » SCALE:3/4'=1'-0 THIS REM:IS+TO;BE;INSTALLED -N.CRAWL'SPACES'ONLY4"; (2)BORATE TREATED 2 x 6 SILL PLATES n-. OVER SILL SEALER .fT=30'dATT'FDIL'FpLm� SEE DETAIL 1 ON SHEET A-I FOR TYPICAL SIDING AND `- FILL TOP COURSE WITH CONCRETE AND BLOCKS WITH INSULATION INFORMATION ANCHORS. 1/2-DIA ANCHOR BOLTS EMBEDDED IS- (1)BORATE TREATED 2 x 6 SILL DEEP INTO CMU,PROVIDE A MIN.OF 2 ANCHOR PLATE(RIPPED AS RED.)OVER(1) BOLTS PER SECTION OF SILL PLATE AND PLACED 12' 2 x 6 SILL PLATE OVER SILL 8.75'HOLD - FROM END OF EACH SECTION OF PLATE; SEALER INTERMEDIATE BOLTS PLACED A MAX.OF 6'-0'O.C. E m CRADE SOLID GROUT BLOCK VOIDS AT VERTICAL 3 KEY MESH OR OUROWALL REINFORCING IN REINFORCING STEEL,TIE BARS IN PLACE ALTERNATE BLOCK COURSE. BOND WALLS PRIOR TO PLACING CONCRETE TOGETHER AT INTERSECTIONS. FILL VOIDS IN 1/2-CEMENT PARGING,TERRA DRAM PREFABRICATED 'J' DRAIN SYSTEM FILTER FABRIC00-43B-002 (8 TOP UNITS WITH CONCRETE. FILL CORE n ✓r BLOCKING AS REQUIRED SOLID AND ADD REBARS AS INDICATED IN OVER TUFF-N-DRI H8 WATERPROOFING MEMBRANE. N WATERPROOFING MEMBRANE APPLIED 60 MILS W ALONGENTIRE AL SCHEDULE'BELOW AS TO ALLOW FOR FINAL DRYING THICKNESS OF 4400 � ALONG ENTIRE WALL 8'CMU IN FLOOR CAVITY NILS. FOLLOW MANUFACTURERS SPECIFICATIONS AND � ALTERNATE DIRECTION OF HORIZONTAL REQUIREMENTS.ZONTAL - (1)2 x 4 P.T.SILL PLATE LEG,SEE REINFORCING SCHEDULE 1'-0'WIDE CMU.UNLESS OTHERWISE NOTED,ON BELOW FOR SIZE AND SPACING,TIE CONTINUOUS 1'-0'x 2'-6'3500 PSI CONCRETE SEE DETAIL 1 ON SHEET A-1 FOR BARS IN PLACE PRIOR TO PLACING FOOTING W/3 CONT.14's&14®16-O.C.W/ TYPICAL BLOCK WALL INFORMATION CONCRETE SLOPED TOP AT EXTERIOR SIDE 4'CONC.SLAB W/66 x 88 WWM.,6 3/4'CONTINUOUS DAP W/TERRA DRAIN I MIL VAPOR BARRIER,2'UNDERSLAB RIGID T FILTER FABRIC INSULATION, OVER 4'COMPACTED (3)1.01A HOLES AT EACH BOTTOM BLOCK <,7\2A,jLlllNAlE SILL DETAIL GRAVEL&COMPACTED FILL.(N THIS TO DRAIN CORE CALE:3/4•=1'-O' ORDER) PROVIDE 2 X 4 KEY IN FOOTING FOR LATERAL d RESISTANCE FILL KEYWAY&BOTTOM COURSE n' SOLID W/NEGATIVE PITCH TOWARDS DRAIN HOLES AS INDICATED. - a SIDING TO PERFECTLY MATCH EXISTING OVER, 36'WIDE WMTERGUARD W/2'-0'WOE _ BOTTOM BAND OF 1/2-P.T.PLYWOOD ° SHEATHING W/REMAINDER CONSISTING OF .a TYVEH 1/2'C-D PLYWOOD SWATHING,2x4'S - ®16'O.C.W/R-15 BATT,AND 1/2' a° GYPSIRA WALL BOARD IMERIOR P.T.RIM JOIST " 4'PERFORATED SCHEDULE 40 PVC A ALL SIDES SET GRADE 2'-6 U.O.N. (N GRAVEL W/ OU FILTER FABRIC WRAP. (2)BORATEWHERE GRADE PERMITS,EAT TO STREET OR DRYWELL 6 SILL PLATES OVERR SILL 1RUTE 2 x INCLUDING BAOQLOW PREVENTION AS REQUIRED. ALL '` - - OTHER OASIS SHALL TERMINATE INTO SUMP PUMP WITH AI.FR L -. 4'SOLID SCHEDULE 40 PVC PIPING THROUGH 1/2'CEMENT PARGING WITH Gt,�' _ - �" .y FOUNDATION WALL METAL LATH FASTENED TO 6q,:• SHEATHING,OVER 36'WEATHEF. WATERPROOF UNDERUYMENT. Y UN DERUYMENF WATFRPROOFlNC'' AS SPECIFIED IN DETAIL 1. / (./' `1, •`'^; L'. ;' '• STE LRM. FO'CHTK;NCUM SEE DETAIL 1 ON SHEET A-I3i`'-. - ,._./ _ '. MA1N.HfT. STL REM TYPICAL BLOCK WALL INFORMA, � TDx Ir3l.TC. :l•� - - .':I LE887HAN6 NONE E'1101 04AT4V' T-0'TO m, 74AT32" .. (ON)PLNJSREHA�S U.OH 8 P4 AT2T 9'-0 TO• LO.17' PS AT 16• ALTER OR N AT NATE SILL DETAIL '" • ' _ iSTAGGER BLOCK OR P7AT32" I U .COURSES AS INDICATED ]D-O"TO11111' 06 AT 16' SCALE:3/4 =1'-0' 4 oR 88 AT21• /;LWALL DETAIL-UNLESS OTHERWISE NOTED SCALE:3/4•= 1'-0• ,. . . . ••� t �.aia��, L.i;6 rar in on um it " . HOME IMPROVEMENT LICENSE Name = - PA00 E FERNANDEZ Business Name certifies•that tie' : bearer is duly licensed' Fema►�dez Five Const~uctian In ' bj the. Counjy of sufifolk r' License Number: HI-64355, Rosalio.Drago Issued. 10/27/2020 Commissioner - - Expires: 10/1/2024 .. a..a•mr...�Vn:�`M..' �'F`��e'"ry'(.p4�'i' KYy - ?�' ''fir'S9�:C' ,'y��i�' •/� - . �w ♦M1. A��?lRO CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) F11/02/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, Exi-END OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the pollcypes) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to.the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT Kel LoaR Dcap Fermi N9.M.N;. ..:..,_..._._ '..... ..,) .•..... Y PHONE .. ..... .... .....i SAX ....__. ... . . 2898 ROUTE 112 ....__...... .....�...,.. _.LAtCNq)s..__. .. -- nQRIJL��;..•,k41 1Crucalldca .cntn MEDFORD NY 11763 _.. INSURER(S)AFFORDING Ct?VERA6E NAIc vt _.._.. . .... ..._... ....._—.. __... iW;s 4RA:ATLAi!TIC CASUALTY INSURANCE CO' 42846 INSURED .• .... .. ... Fernandez Five Construction Inc iN39R99 s; _ INSURER C 221,oralne St INSURER D:_„,••, — , Brentwood N'4'11717 ......_. . ............ .. .. .. .... .. INSURER •••• • COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.UNIITs SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _.. LTR• TYPE OFINSl1RANCE :A DLT$1L�I2.'....— ..._._...... ... ..T.Pcrt„aCI�EfF F'QLiCYE�Ci''... . ..._.... ............ . � POLICY NUMBER M DD MMtDQ LIMITS COMMERCIAL GENERALLIAt�ILITY I i F EACH OCCURRENCE $ 1,0(I0,0()0 CLAIMS-MADE 70 OCCUR Y �' '1068027928-0 °01/1z12022 tli/1212023 bAa 'b A0JTErj' _ APRFMIs£s.i occulrgnceZ ,s 100,000 F• _- ,....MED E _....... ._.. .........._... i I `PERSONAL&ADV 1_14JURY��3 iI�OOO�O00 GEN•L AGGREGATE LIMIT APPLIES PER: GENERALG _ : ..__ AGGREGATE 2,000,000 +Yi ;POLICY' t JECT .. LOG i......__.... . ._.. PRODUCTS-COMPIOP AGG, $ 2,000,(I()(} OTHER. i i$ AUTOMOBILELIABILrfY a COMBINED SINGLE LIMIT $ ;.... ANY AUTO 44p.�@ntl.................. I$g OWNED SCHEDULED BODILY INJURY(Par parson) j AUTOS ONLY � )AUTOS I 'HIRED NON-OWNED ILY IFUURY(Per accident);$ )BOD BOD_.__.. ..__... . AUTOS ONLY ;._..�AUTOSONLY ° Pe�acu9gPDAThAGE •� i ,i..r _ _ .,........ ... ._.. ..._. ` 1 Vo! ntar ,Ihtii `S UMBRELLALIA6 OCCUR I i :EACH OCCURRENCE :$ EXCESS LIA6 CLAICLAIMS MADE; ---..... ...__... .. _.... ......._ r.. ...._.... . .:...._. .._._. t : • :AGGREGATE.. .. :5 . .. DED ' RETENTIONS :WORKERSCOMPENSATION STAT NTH- .ANDEMPLOYERS`LIABILITY Y I N .ANYPROPRIETORfPARTNERIEXECUTIVIr I ! : t._...w. ..-.. :OFF10ERIMSrdBEREXCLUI)ED? NIA' ' L I(MandaloryInNH) E EACH ACCIDENT�! f'' ...._... .. ......_....._._+.......... ... _.. .It ea desrnbo under I i ;•E.L..D SEASE-EA EMPLOYEE:$ --_... . . ._. .... +_........._.. .... O SCRIPTIO14 OF OPERATIONS below E.L DISEASE-POLICY LIMIT: $ i 1 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD idl,Addltiaaal Remarks Schedule,may be attached If morn space Is required). Hone Remodeling CERTIFICATE HOLDER CANCELLATION Town Of Southhold Po Box 1179 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THERECIP,Southhold NY 11971 ACCORDANCE WITH THE OLICYPROVISIONS.E WILL BE DELIVERED IN AUTHORIZED PRESENTATIVE Q 1 - ORD GO ATiON. AIF rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD 1. 41k\ YF New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com .CERTIFICATE OF WORKERS' COMPENSATION INSURANCE M. •-w •L7 1 AA AAA 851917239 DCAP FAMILY INSURANCE 2890 ROUTE 112 a ` MEDFORD NY 11763 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER FERNANDEZ FIVE CONSTRUCTION INC TOWN OF SOUTHOLD 22 LORAINE ST PO BOX 1179 BRENTWOOD NY 11717 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE IZ�S24 578-2 766159 10103/2022 TO 10/03/2023 2/3/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2624 878-2, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK. TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO DECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR 11 ESSITE AT HTTPS:IIWWW-NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND 7 �V DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:452977233 1LIA14 YTATE Compensation workers' CERTIFICATE OF INSURANCE COVERAGE STAT Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured FERNANDEZ FIVE CONSTRUCTION INC 22 LORAINE ST 638130745 BRENTWOOD , NY 11717 Work Location of Insured(OntyrequiredifcoverageIs specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 85-1917239 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity BeingListed as the Certificate Holder) Standard Security Life Insurance Company of New York Town Of outhold Y p v PO Box 1179 3b. Policy Number of Entity Listed in Box"1 a" Southold , NY 11971 Z08644-000 3c. Policy effective period 10/2/2020 to 2/6/2024 4. Policy provides the following benefits: Q A. Both disability and paid family leave benefits. B. Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: M A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F] B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desopi7ed above.' Date Signed 2/7/2023 By ad. (Signature of Insurance carrier's authoriAd representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier, this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B, 4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 11111111°i°Q1°11!°�°11°°1111111°11MR°1IIIII r Generated by REScheck-Web Software Compliance Certificate Project Fried OBrien Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 45 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1050 Hyatt Road Ms. O'Brien Timothy Klesse AIA Southold, NY 11971 1050 Hyatt Road Klesse Architects Southold, NY 11971 38 Chatham Road 201-618-5986 Short Hills, NJ 07078 tim@klesse.com 201-618-5986 tim@klesse.com 'Compliance: Passes using UA trade-off Compliance: 4.0%Better Than Cade Maximum UA: 226 Your UA: 217 Maximum SHGC: 0.40 Your SHGC: 0.24 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 900 38.0 0.0 0.030 0.026 27 23 Wall:Wood Frame, 16"D.C.Orientation: Unspecified 1,370 19.0 0.0 0.060 0.060 57 57 Door: Solid Door(under 50%glazing) 21 0.350 0.320 7 7 Orientation: Unspecified Door 1: Glass Door(over 50%glazing) SHGC: 0.20 80 0.290 0.320 23 26 Orientation: Unspecified Window:Wood Frame SHGC: 0.25 320 0.290 0.320 93 102 Orientation: Unspecified Basement Wall:Solid Concrete or Masonr i Orientation: Front Wall height: 8.0' �ED ARC, 185 15.0 0.0 0.056 0.059 10 11 Depth below grade: 7.0' Insulation depth: 8.0' .V\ o�NI PtT r1rRk�Fs T((0 �A Project Title: Fried OBrie 02786'3 10 Report date: 09/29/22 Data filename: OF: N�� Page 1 of10 Compliance Statement: The proposed building design described here i consistent with the building plans,specifi'ations, and other calculations submitted with the permit application.The proposed uil ng has been designed to meet the 2018 IE C requi ements in RESchec/Caheltibti"�RESdieck-V 6 3'-MORnmp yit mand tor y requir ents listed in the REScheck Insp c ion C klist. .,;.•r��;�'%�-"'� s':fi' xS:'`��''b.;r,�,•- `y 'umotk'Ey K16dii.b'A ;,aSID` Name-Title ;: i atur .38 Chathalm`Rd e Short HMS NJ..O7078 Project Title: Fried OBrien Report date: 09/29/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Ptans`Verlfieii:: 'F eld-- e'cified .:: ; Pre-lns"'edUon1Plan'ReVlew r4,: , i- r ..: • .-,." %Com`'Iies? `Conimd1hts/Assurh tions P -:�;; 103.1, Construction drawings and c: t•: Y' :: !❑Complies Requirement will be met. 103.2 documentation demonstrate ,`'•"_= '�'.� '� -```,']=" '^ �d;:'' <:.,❑ i Does Not [PR11 energy code compliance for the building envelope.Thermal `°• :Y''"x` `a ` " ;❑Not Observable 9 p = P.. ..v:: '; «rf,; `.' :,• •❑Not Applicable envelope represented on construction documents. .TF a .. „� 4 J I 103.1, Construction drawings and a�. ,. . NA �, ❑Complies Requirement will be met. 103.2, documentation demonstrate n.: ;' :s�❑Does Not 403.7 energycode compliance for ''*r , " + ¢ p r;..,.,,. Location on plans/spec: [PR3]1 lighting and mechanical systems. " ��- , k`" ❑Not Observable division 15 and 16 Systems serving multiple ;;'- ""' _; 'r "a'=`" []Not Applicable dwelling units must demonstrate :compliance with the IECC 'r;` }, t.T �f Commercial Provisions. _ :' 302 1 ,;- Heating and coaling equipment is Heating: Heating: ❑Complies Requirement will be met. .403 7 `• `sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not �PR2]3,;.': on loads calculated per ACCA Cooling: Cooling: Location on plans/spec: Manual or other methods ❑Not Observable M division 15 r:. ] th Btu/hr Btu/hr approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fried OBrien Report date: 09/29/22 Data filename: Page 3 of10 Jk4j� t bejo .�- -h sumtionsaV b 402-1.1 Conditioned basement wall R- R- Ucomplies See the Envelope Assemblies [F04]1 insulation R-value. Where interior R- R- E]Does Not table for values. OU insulation is used,verification may need to occur during ONot Observable Insulation Inspection. Not EINot Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ElComplies [F05]1 insulation installed per , ❑�"�",E]Doesl\lot manufacturer's instructions. E]Not Obs Asa ervable EJNot Applicable 402.2.9 Conditioned basement wall ft ft ElComplies See the Envelope Assemblies [F06]1 insulation depth of burial or O[Does Not table for values. distance from top of wall. E]Not Observable L]Not Applicable A protective covering is installed d 7�, 13Co mplies Requirement will be met. to protect exposed exterior E]Does Not tt insulation and extends a of 6 in. below grade. minimum c. FY E]Not Observable E]Not Applicable ElComplies Exception: R:equirement is !,.','Snow-and ice-melting system EFO12,13 i,, controls installed. ElDoes Not not applicable. E]Not Observable P1 s/s]p C. Location an plans/spec: E]Not Applicable not applicable Additional Comments/Assumptions: I I High Impact(Tier 1) )act(Tier 2) -FTFLow impact(Tier=3) Project Title: Fried 013rien Report date: 09/29/22 Data filename: Page 4 of 10 de Plans fi n ed Field Vecifiei� . #:` r ,Fraiiiin /Rcp-h=ln$n's ®ctiori - ",Comoffiis `-'9 9 P 4._- p• ComnieAts%lotssumptions" 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 -❑Does Not table for values. [FRl]1 ❑Not Observable . ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- '❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products0. =s `'� i;" {❑Complies Requirement will be met. [FR4]1 are determined in accordance ;»t}.; ; _r'�, °'•a�.'. :°'�. -,10Does Not with the NFRC test procedure or taken from the default table. ` if' r _",� �p•';; '; , Not Observable '':" a # e t;; '`. ❑Not A licabl 402.4.1.1 Air barrier and thermal barrier ' '�'' ` ` ` Y �❑Com lies q K. a? -.", Re uirement will be met. [FR23]1 installed per manufacturer's , :? ">wcx.+" ; ❑Does Not : . .instructions. "•" � � � :,�• ❑Not Observable . ❑Not Applicable 402.4.3 Fenestration that is not site built ❑ Complies Requirement will be met. [FR20]1 is listed and labeled as meeting El Not ,AAMA/WDMA/CSA 101/I.S.2/A440 `t' s" . rt ❑Not Observable or has infiltration rates per NFRC "?f :400 that do not exceed code ��` ` ^ ❑Not Applicabley limits. H , #02¢4:5 ..-:IC-rated recessed lighting fixtures' % ❑Complies Requirement will be met. 'sealed at housing',�;•„',•,.:,.:' g/interior finish _�• - - i• .❑Does Not and labeled to indicate<_2.0 cfm ;`'_ ~ '=❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 Supply and return ducts in attics ': ' - ; ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is a ❑Does Not >=3 inches in diameter and >= I R-6 where<3 inches.Supply and ` ❑Not Observable Location an plans/spec: PP y ; division 15 .return ducts in other portions of ❑Not Applicable the building insulated>= R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. (`. 403.3.2 Ducts,air handlers and filters❑Complies Requirement will be met. (FR1311 boxes are sealed with ' ❑Does Not joints/seams compliant with Location on plans/spec: International Mechanical Code or ❑Not Observable division 15 .International Residential Code, as ❑Not Applicable applicable. I . 4Q :,3.'S' Building cavities are not used as :.❑Complies Requirement will be met. [ .R15]3 ;ducts or plenums. ❑Does Not ' ❑Not Observable Location on plans/spec: division 15 ❑Not Applicable 3.6(1,'Ducts partially or completely '. ❑Complies Requirement will be met. buried in ceiling insulation have :❑Does Not ;[PR:26]3 'an insulation R-value not less Location on plans/spec: j :than R-8,the sum of the ceiling . ❑Not Observable division 15 insulation R-value against and - ; • ❑Not Applicable above the top of the duct, and against and below the bottom of the duct, is>=than R-19, ; excluding the R-value of the duct �. insulation. 41034'5;; ;HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. �[F1114] above 105 9F or chilled fluids '❑ Does Not -.below 55 °F are insulated to>R- Location on p plans/s ec: g ❑Not Observable division 15 ❑Not Applicable 1 I High Impact(Tier 1) 2,_ Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Fried OBrien Report date: 09/29/22 Data filename: Page 5 of10 '=5'ection-c' �Blari's''V' =w•- - erified• Field'V"�iF'` - , y`:# .Frariiin =[Rou'h=1rr Ins action �,� a,.- �..�., r.� t:9, n•g p x :r., r,_a. ;i' y,r,-.i Complies. Comiientslllssiiin" ioris `\fa[ue. a,•,n - 1�atue. - - 403.4.1 Protection of insulation on HVAC ti;x ;^�3, ,: " '-y''''" - '` ) i t f !.ti'�," "� (< ;.,r.,u .. a ❑Complies Requirement will be met.. [FR2411 piping. :: !' ..I ` �; ]'�Usk-"� =❑Does N a-i�;�;�;-�: � ;� ;gK+fi,�a-,r.�;�.:�f:•:: t��:: of Location on plans/spec: �� i : I❑Not Observable division 15 ?.�a: �'��. u�a'.,,s��°[<�n��;:,f"�.ti`.°�,.�� _:��;,a�ti❑Not Applicable 403:5:3 ,Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. ;[FR18]?. '?R-3. ❑Does Not v,= Location on plans/spec: ❑Not Observable division 15 ❑Not Applicable 403:6 . 'Automatic or gravity dampers are: ' >„ _ 'r!" ;�r, 1❑Complies Requirement will be met. [FR19]? 'installed on all outdoor air f „� ;' :x'; =" '~ =s `• $� `I❑ _ rf ";4, ` . Does Not intakes and exhausts. ?•,.=❑Not Observable ❑NotApplicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ''3„ Medium Impact(Tier 2) ' 3 Low Impact(Tier 3) Project Title: Fried OBrien Report date: 09/29/22 Data filename: Page 6 of10 '%Section� :;.� - -`"� - - - - •.,. • - - - PI'ans Ve�ifi" �cri - ei!= Field•_Yerifieit'. � - #:. ;°insu""lafion ectibn ,, Coiiiplies?•,' JCoioineiitsfAssum tioFis ;Value: 303.1; All installed insulation is labeled ;`kA.^, N ❑Com lies[fNI3]z .or the installed R-values " " - '� p Requirement will be met. a: .(M��` ` � , ''"�,�' ' • ." Y�❑Does Not provided. . _ A, ,4_`s3 i?t,: a. rr,.•f:•:;3=yci-.•.;4�;G�',-`.: ,,; .. .: ❑Not Observable ''�:rl ' rd�n *�•:i '�' s-_t❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2.of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass(IN3]1 exterior,the exterior insulation ❑Not Observable .0 requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per j_tsfirfi � 3a4sz� ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ?f:, a ; ? `Y ',� .• , '+ :,s ❑Does Not v' ❑Not Observable _ g.#:$:a;su?r';;rnd:.t. ti..'�ni __a:=�,"t,.•�.,_`;,.t„t y#:..s J i❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) _2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fried OBrien Report date: 09/29/22 Data filename: Page 7 of10 M 9 �ktl., KOO,,, W, 402.1.1, Ceiling insulation R-value. R- R- OComplies See the Envelope Assemblies 402.2.1, E] Wood F] Wood ODoes Not table for values. 402.2.2, 0 Steel EJ Steel 402.2.6 0Not Observable [Fill' 'ONot Applicable 303.1.1.1, Ceiling insulation installed per ElComplies Requirement will be met. 303.2 manufacturer's instructions. Does Not [F12]1 Blown insulation El marked every 300 ft2. Observable EINot Applicable 4'0`2 :Vented attics with air OComplies permeable Requirement will be met. baffle adjacent 1� )!insulation include • ElDoes Not to soffit and eave vents that extends over insulation DNot Observable 7 ElNot Applicable 402.2.4 Attic access hatch and door R- R- ElComplies Requirement will be met. EF1311 insulation �tll-value of the E]Does Not .adjacent assembly. :E]Not Observable iElNot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = 'ElComplies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and oesNot <=3 ach in Climate Zones 3-8. ElNot Observable E]Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 _7MComplies Requirement will be met. [F127]1 determine air leakage with ft2 ft2 -E]Dces Not ,either: Rough-in test:Total Location on plans/spec: leakage measured with a EINot Observable division 15 :pressure differential of 0.1 inch -E]Not Applicable .w.g. across the system including :the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total -leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ElComplies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ft2 ElDoes Not <=3 cfm/100 ft2 without air ' Location on plans/spec: :handler @ 25 Pa. For rough-in EINot Observable division 15 'tests,verification may need to ;E]Not Applicable �occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated ElComplies Requirement will be met. [F12413- by manufacturer at<=2%of E]Does Not design air flow. M Location on plans/spec: EINot Observable division 15 ONot Applicable Programmable thermostats ElComplies Requirement will be met. led for control of primary X ElDoes Not heating and cooling systems and an plans/spec: 'division 15 Location Observable initially set by manufacturer to code specifications. i EINot Applicable Heat pump thermostat installed ElComplies Exception: Requirement is on heat pumps. DDoes Not not applicable, sir L«`fit ElNot Observable Location an plans/spec: no 3. M ONot Applicable o AL heat pumps 4 Circulating service hot water z ElComplies Requirement will be met. systems have automatic or []Does Not accessible manual controls. Location on plans/spec: E]Not Observable sheet a-1 EINotApplicable 1 High Impact(Tier 1) 1*.!2>,?J Medium Impact(Tier 2) _F-_�.'Low Impact(Tier 3) T Project Title: Fried 013rien Report date: 09/29/22 Data filename: Page 8 of 10 tip. - - =e�. =Pfans;.Verifed:• 'Field Vecified #; Fiimia['[ns ectiort°Pro.`visions :,i ,r=^.F-• E' Gom P, - p ,Eoinmerits/Assa�iptons ?," :. lue;:.,��•;,. �Vatue. - .<•rt: 4036:1 ;AII mechanical ventilation~system e.r.a . ,;,;,,• .. - �ti. )❑Com" lies Requirement will be met. FI25 'fans not part of ',:' .❑ P [ ] tested and listed x :E�q!.� ,•F .' =:;:? '' '' `4; Does Not k^ `.>'F. ,j;:c .,t%�""'L ,f'Y`a'4Fzry�'de:.! HVAC equipment meet efficacy �`:,r...,. �'. ;. '„e� '.n g.rr.`f Location on plans/spec: ;and air flow limits } `h , r,L=, " -_ `^" ^_ L x-' ❑Not Observable per Table ; ; ., ��i.�;.� ' ,.. K° ^ division 15 LK ❑Not Applicable licable I R403.6.1. r 'fay:',_ -.;�:t•'v;� :�i�,�a .� '':�Ff'"a�.:s�i��;';, 403:2 Hot water boilers supplying heat „„, ',,'t ? -- ;;:[ f1 {❑Complies Requirement will be met. FI26 z' :through h one-or two-pipe heating [ l 99 v ( ,,+• ❑Does Not ;systems have outdoor setback -.. f1.. T'.`; s 'F � r ❑Not Observable division sio n15 n plans/spec: control to lower boiler water ' ` r: .;v ' "EINot APPlicable'tem erature based on outdoor;temperature. ..4:03 5.1.1 Heated water circulation systems .Y 2�=„Y,�.r' «"'t;,Y��``'� ��^�� ❑Complies Requirement will be met. ;have a circulation pump.Thekf;F " ❑Does Not .,.. system return pipe is a dedicated ':� kn ^;; ,:�.�n =- � 5°:r' 3K+.- f Location on plans/spec: return pipe or a cold water supply i � 'j; :raj"'' •a❑Not Observable division 15 ❑Not Applicable :pipe. Gravity and thermos- PP =.,•,•'- ;syphon circulation systems are _� f =. !not present. Controls for ;'1 circulating hot water system a 4� , _• :pumps start the pump with signal for hot water demand within the r ,occupancy.Controls • ';= (` �QULW[Ilatically turn off the pump ) when water is in circulation loop •_ -.. + et- ointtemperature and :no demand for hot water exists. 403;5;Z 2 Electric heat trace systems ❑Complies Requirement will be met. [Fn29]`} comply with IEEE 515.1 or UL ❑Does Not Controls automatically [ Location on plans/spec: ❑Not Observable adjust the energy input to the sheet a-1 heat tracing to maintain the ; []Not Applicable a;'desired water temperature in the - "� Piping. 1. 4'0_a3?Sr2 Demand recirculation water a, `_❑Complies Requirement will be met. systems have controls that i ❑Does Not +manage operation of the pump Location on plans/spec: =T` ° ❑Not Observable :Yr t-,0� , and limit the temperature of the ; . sheet a-1 water entering the cold water ; ❑Not Applicable piping to <= 104°F. - 403-154 `)Drain water heat recovery units ❑Complies Exception: Requirement is [FI3Tj? '.;tested in accordance with C5A ) ❑Doe s Not not applicable. s.:.'`'CY' B55.1. Potable water-side ❑Not Observable " h; {-•;:.;pressure loss of drain water heat Location on plans/spec: recove units< 3 si for ; =❑Not Applicable ,not applicable }`4 a^;,"!individual units connected to one "; 1 -y,;or two showers. Potable water- Sside pressure loss of drain water Ft� rY <X_ heat recovery units 2 psi for "a• a :individual units connected to ,:;three or more showers. :Y � 404.1 `'90%or more of permanent ❑Complies .Requirement will be met. [FI6I1 fixtures have high efficacy lamps.• �. ❑Does Not ' ❑Nat Observable Location on plans/spec: t ;division 16 ❑Not Applicable 404:f A ;Fuel gas lighting systems have `; ❑Complies Exception: Requirement is [1712V :no continuous pilot light. ;: ❑Does Not not applicable. []Not Observable ' ` ❑Not Applicable Location on plans/spec: ` pp division 15 4.01`i3= :•` Compliance certificate posted. ❑Complies Requirement will be met. [F17]4,'«r�'g'1 � ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fried OBrien Report date: 09/29/22 Data filename: Page 9 of10 �o<• :�4-- - - - P aiis erit'ied' •-Fief• 'r' a�6.;. a'# a� ;Final-tns :�P =T;,�-• �;� -::,.,:• ',.; •peetion �o�isiois.,ii „„�e•:,_. - - ..Corn lies?:�. -"Cemmerif's' �.ax}�...-%�:� .:3.>"A- +x^ _,.,�. ..,,r.; ..a:„ '•r.~^ '�v IU ,�t, ::re. -„Q.- a..�' ;r.- t•A,SSUM[�tlOnS� ,�. n�•.��+.,.'t'•.r. ,.,x'" ..,n,,^ B �, o[:,J..{/a�Ue'.�.:,+.r.�:� :'<;:s�•i.' '_�.,� -•re ,tt emu$•: i� :G.�i" �:a=i'�a: .r�:��C::.:`�t.:.x. _ ��_� =', i•'" _ .303.3 ;Manufacturer `: : " :ti. �� .:'; ;.`�' ;f':. s.• Requirement .�. . ac manuals for ,,;k.,_• "� '%,,.,.-�,,.,,,,fir'^"r,a;l , ❑Complies � Re •uirement will be met.~ (FI18]3 mechanical and water heating "�;"'#' ::j ,� ;, °=; {*$ x ;„❑Does Not Q systems have been provided. Not Observable ��"--k:�,,yl*`="s;��e,;..-."�'..�:�K,�;x:z�r�i�_'•J'_'2,��'�1❑NotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ;2'`Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fried 013rien Report date: 09/29/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate ,Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 0.25 Door 0.29 0.20 CoolingHeating & Heating System• Cooling System: Water Heater• Name• Date: Comments OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL DATE: B.P.it V T/Z WITHOUT CERTIFICATE FEE ��/- - BY.- NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE FRAMING&PLUMBING bd 2. ROUGH- VIPLY WITF-ii ALL CODES 3. INSULATION kt*YORK' STATE & TOWN COC). 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. -A -REOJI.R.ED AND CONDITION ALL CONSTRUCTION SHALL MEET THE SOUT14 REQUIREMENTS OF THE CODES OF NEW OLDTOWNZBA YORK STATE. NOT RESPONSIBLE FOR TOWN PLANN DESIGN OR CONSTRUCTON ERRORS OLD TO TAB WEES Y.S.EEC Fire separation inquired as per NYS Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. TRUSS pLAGARDING REQUIRED 40 exterior lighting kstalled, replaced or pLjjMBER CERTIFICATION tep*cd shall conform ON LEAD CONTENT BEFORE to Chapter 172 CERTIFICATE OF OCCUPANCY Of the Town Code SOLDER USED IN WATER SUPPLYSYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. .er d"or 7k� T and d 'Ork PLUMBING t e ul test' re ' ALL PLUMBING WASTE t qulhred. &WATER LINES NEED -TESTING BEFORE COVERING Must provide Manuals D J and S as per NY$Energy Code At i I -1 ' `i 'k N 1 . 3 � d� 3 Z I ri 3 RCiy s, a IS - SIA DRAWING IS REFERENCED TO SHEET A- MM81 ARCHITECTURE PLANNING DATE : �� Z PROJECT NO.��O yZ SCALE : , �y„r,Q, DRAIM NUIUM H MSE ARCHITECTS a e C a A T H)'Y Y D PROJECT NAME r : / O 1�i1"'�• S — EMDRr MIM, x MM .n A B L E S S S . C 0 Y A _L A 0 L ENC "E 0 L 0 W woo L 10 F L 9r r L L_j L -IL 0 �1' 1 - 6- L�V_�I L III- _V, L 0 B IIII- T � � L -.1 A -.4 6- -4 L A L -,j L _j L 1-i I � 9 W Y 0 , LEGEND ABBREVIATIONS LIST OF DRAWINGS AND r ® BRICK 0 AT SURVEY Off, PP.OPERTY DINMON� Ll- STRUCTURAL GENERAL NOTES # NUMBER OR POUND F-1 FASTENING SCHEDULE Al'" HO�?3'f�yri� ;S j-�QLYT FOT COASTAL PROJECTS ONLY • A.F.F. ABOVE FINISHED FLOOR "o,. A CONCRETE TU OF .S� J HOT I� ADJ. ADJUSTABLE ) >� _ �=32a, A� �Rlr ~' STIUCTLTR4I.,i ;NERAL NOTES BELOW SUPERSEDE ALL ARcarTECTURAL NOTES rn A.P. ACCESS PANEL T-1 LEGEND & SITE PLAN �G e �(� t= yrAr `�S�A:;� ��s'�'/C' SUFFOLK CO U 1VTY,, 1V- Y. 1HI)RAWr G:,AIND SPECIFIECATION APPROX. APPROXIMATE T-2 SPECIFICATIONS _ '& - "v�° T° C.M.U. T-3 SPECIFICATIONS #..�OL� `/1 01d� `�-'� 1t7GO-5L'-171-13.2 r B.O. BY OWNER � SCALE i. ALL VS ORh>HAI_L CONFORM TO THE NJ STATE UNIFORM CONSTRUCTION CODE T-4 SPECIFICATIONS •\' =��•� =�;��• v�� WITH THE LATEST ADDENDU145 AND THE 2009 EDITION OF THE INTERNATIONAL BD. BOARD V �/ a it-,L r ,J, 2.%. A-1 SECTION & DETAILS ` (� � 1 �cci� r RESIDENTIAL L)DE(NJ EDITION)WITH APPLICABLE STATE AND LOCAL BUILDING EARTH OR COMPACTED FILL ROCK BLDG. BUILDING I I`"r `—� A _ BLK. BLOCK A-2 DETAILS t. ;a�a 2v� XNE 2t, 2019 r " � CODES,ORDINAi.CES.AN ZONING REQUIREMENTS IN EFFECT. A-3 BASEMENT/FOUNDATION PLAN ( (�I�/L� `\ ?2" BUILDING LSE GROUP: R-3 BM. BEAM BOTTOM A-4 FLOOR PLANS j � "y 1�\ BUILDING CONSTRUCTION TYPE V(UNPROTECTED WOOD FRANIED A-5 FLOOR PLANS ° "'k _ / i _ — ' Sr CONSTRUCTION). INSULATION BAITS BRKT, BRACKET A-6 ROOF PLAN " BSMT. BASEMENT 1 � C +c J Q, A-7 ELEVATIONS + ' _ �, A-8 ELEVATIONS ��id �' 'i c �� MATERIAL NOTES: INSULATION RIGID CAB. CABINET A-9 SECTIONS v % ` - `'�" C.B. CATCH BASIN _ I / r ti p°F- _ 1. ALL LU_NIBER SHALL BEAR OFFICIAL GRADE OR TRADEI�SARK OF ASSOCIATION CLG. CEILING A-10 ACCESSORY STRUCTURE DRAWINGS z '� , ""- ,S ' '�' UNDER THOSE RULES LMIBERIS GRADED,OR SHALL BE ACCOMPANIED BY A CL. CLOSET -- -------- -- __ .. :_ i i `�w�y �:�� + `i'. .' r:�z �-"��, CERTIFICATE OF INSPECTION,ISSUED BY THAT ASSOCIATION,STAGING THAT THE POROUS ALL CONC. CONCRETE (°:v,v _ ` - _ --°rr<,,_ MATERIAL COMPLIES WITH SPECIFICATIONS AS TO SPECIES AND GRADE. ALL BUILDING T y°�`1� N '"" - ~ I LUMBER SHALL BE WELL SEASONED,SOUND,AND SFIr1LL HAVE A MOISTURE DEPT. DEPARTMENT _ � � -. =�,, --_; - ® DIA. DIAMETER T :-` , >` = :erne?rcr. _ CONTENT NOT TO EXCEED 19%.UNLESS SPECIFIED OTHERWISE. STEEL DIM. DIMENSION CHARACTERISTICS r'= i = > ` - -" :Cl, 2. ALL WOOD FRAMING EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR ON. DOWN - - 4 _ ,� 4,,:�_ + T' Ti MASONRY SHALL BE PRESSURE TREATED. DWG. DRAWING _ 'C �1 t. L 3. ALL WOOD FRAMING SHALL BE DOUGLAS FIR NO.2 GRADE OR BETTER WITH A WOOD BLOCKING Code Jurisdiction 2020 RESIDENTAIL CODE ,. 3c _ i f ,e_- "` h4II�II�iUM Fe=1.200 PSI AID E=1.600.000 PSI. E. EXISTING � ,._' / _�T J_ ELEC. ELECTRICAL OF NEW YORK STATE 4. DOUBLE SILL PLATE SHALL BE TREATED WITH ALKALINE COPPER QUATERNARY EQ. EQUAL U S e Group R-3 a Y ^'' ,\� Cam- �'� l srzweF ` n (ACQ). 4 t / 5. MINIMUM NAILED CONNECTIONS FOR WOOD FRAMING MEMBERS SMALL BE IN ® WOOD FINISH \ ,�� / ACCORDANCE tiVITH THE LOCAL BUILDING CODE OR TABLE R602.3(1)FASTENERR F2F FLOOR TO FLOOR �' - �� '� 1 r i SCHEDULE FOR STRUCTURAL MEMBERS OF THE INTERNATIONAL RESIDENTIAL F.D. FRENCH DOOR �� b i C o n S t. Class.a S S. 5 B CODE IQEQV JERSEY EDITION IF Iv0 OTHER CRITERIA IS GIVEN. F.F.D. FROSTED FRENCH DOOR �� _ - - EXISTING TO REMAIN fD FLOOR DRAIN wTt�''� `\. "' r �� a - J 6. PARALLAI.4 PSL BEAh15 SHALL BE MANUFACTURED BY TRUS JOIST OR APPROVED F.E. ARE EXTINGUISHER ^, �' ',� w,*:` / ss a' �"^ r A - J EQUAL.BEANS SHALL CONFORM, TO THE APA-ENGIIvEERED WOOD REQUIREMENTS -_--- __ EXISTING TO BE REMOVED FF FINISH FLOOR Area — 2,725 Sq. Ft. ,; r t/. 3; _f ,-,< `9 2. i ,. A?vD SHaI.L HAVE A MINI11iJIvi Fv 900 PSI AND E=2.000.000 PSI. AN. FINISH Largest Floor } W NEW WALL FINISH A.R. FLOOR _ s \ r y' �' _ 1 J�(` 7. MICROLLAM LV L BEAMS SHALL BE DIANiJFACTURED B7'TRUS JOIST OR APPROVE-D FT. FOOT OR FEET PROPOSED B.C. r_ EQUAL.BEAMS SHALL CONFORM TO THE APA-ENGINEERED WOOD REQUIREMENTS r_ E" r 3- AND SHALL HAVE A IVi1 VIMUM Fb=2,600 PSI LAND E=1.900.000 PSI. - EXISTING STRUCTURE LINE N e W Building Area 910 Sq. Ft. \ " �i! 8. TRU S JOIST TJ11PR0 FLOOR JOISTS.RIN I BOARDS.AND PARALLAMS SHALL BE G.C. GENERAL CONTRACTOR ADDED FAR INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND NEW STRUCTURE LINE GA GAUGE �1A. � � � � _ - '' �' �rz i �� REQUIREMENTS. GALV. GALVANIZED �', 9. FRAMING CONNECTORS AIVD TIES SUCH AS hLaIv'UFACTURED BY SIMPSON STRONG- GRADE LINE GYP. BD. GYPSUM WALLBOARD Volume-u m e— New Structure N u,�� `` ADDED FAR X HEIGHT HLGPG ' .�. y J `mil' G1 , `i, TIE OR APPROVED EQUAL SHALL BE USED TO REINFORCE FLOOR JOIST/FLUSH -�-- GRADE LINE CHANGE H.B. HOSE BIBB Basement 1,488 Cu. ft. �� T HT. HEIGHT n HEADER BEAM CONNECTIONS.GIRDER ANCHORAGE CONNECTIONS,AND PERIMETER HOEDOWN CONNECTIONS, FRAMING CONNECTORS SHALL BE _ H.V.A.C. HEATING, VENTILATING, V r d �� }+'��B ( �� ?•y `� �" , ' ��^, l4 `O�L� GALVANIZED AS PER ASTM AI AND INSTALLED AS PER MANUFACTURER'S AIR CONDITIONING First Floor 4,$45 Cu, ft. C Aj ` CF, +y�F '�� i "� ,� SIC��,�4 �—} v�'�1/�'t�l REQUIREMENTS. ZIViAX G 185 COATING IS REQUIRED. IN ADDITION.THE USE OF V BARRIER MEMBRANES.SUCH AS GRACE'S "VYCOR DECK PROTEC'COR"IS SYMBOLS I.D. INSIDE DIAMETER/ Second Floor 3,600 Cu. Ft. ��+' ' '+� � ---, : v q Ji �� ,� �,� REQUIRED AT ALL LOCATIONS V�IIIERE�1ETAL FRAMING CONNECTORS:ARE DIMENSION Third Floor N/A Cu. Ft s��i ( <<iJ� C�NG S 2p3�� ' yq y `v - �`i ��+ �7 SPECIFIED TO BE ATTACHED TO PRESSURE TREATED MEMBERS. IN. INCH �Y Y FA I c� 10. ALL STEEL BOLTS SHALL CONFORM TO ASTM A307 GRADE A CARBON STEEL INT. INTERIOR �c �C ` z{ EXTERNALLY THREADED FASTENERS UNO.NUTS SHALL CONFORM TO THE SECTION DESIGNATION LAM. LAMINATE TOta I 10,845 Cu. Ft. }./ L r \ \ sue,., $ REQUIREMENTS OF ASTM A663. BOLTS ANT)NUTS SHALL BE HA- SECTION HEAD ASTM A307 SECTION NUMBER L.V.L. LAMINATED VENEER LUMBER = :Igo L 1 GROSS FLOOR AREA BREAKDOWN � Ai*rDcoI3FORMTOANs1sT_A1.�0.RDSB1s.2.1ANDB1s.z.2. R'ASFIERssIIALLSE SHEET NUMBER MFR. MANUFACTURER A _ 5 7 AKF VE �f ;.� ' MIN. MINIMUM PRINCIPLE STRUCTURE Vj - _ ;E��xcLr _. _ ELEVATION DESIGNATION MISC. MISCELLANEOUS t - PIPE EXISTING ADDITION TOTAL ELEVATION LETTER N. NEW ■ _ m6NL'AlENT SHEET NUMBER N.I.C. NOT IN CONTRACT a i NO. NUMBER First Floor 1,392 Sq Ft. 405 Sp Ft. 1,792 Sp Ft. ( CENTERLINE N.T.S. NOT TO SCALE Second Floor 732 Sq R. 300 Sq Ft, 1,032 Sq R. d,AE�,= ,32 SQ. �. I _ ? O.C. ON CENTER Total 2,124 Sq Ft. 700 Sq R. 2,824 Sq Ft. _ _ _ O DOOR TAG, SEE SPEC. O.D. OUTSIDE DIAMETER/ DIMENSION i. >. -.5137, A f-= ANY �L%ERA SON .^R a0D!?7CN �0 7•r1S SiJRVE-I ;5 A vlOU l7CN :F �FC�ON ?ZQ9 �F 17-!E NEN .. _ D's Is' OZ. OUNCE ACCESSORY STRUCTURE roRK STA7r_ :�ucancN _.w. , ;c�T AS PER SEC7ON �2c.9-SUBDlvrstoN z al� c ��canoNs i - - ,2;C�TPa/ELEF 5, -: fly]-�7 JOIST TAG xFREGN ARE VALID zQR 7�15 ,t4AP AND COPIES TNERECF ONL ,F SAID :IIAP OR C PIES aF-AR 7qE i _ (.J ,G O-9 CLG. DVE P.D. POCKET DOOR First Floor 180 Sq Ft. NO WORK 180 rAfPREa"5ED .SEAL OF THE SURVEYaR '0405E 31GNATtURE .APPEARS HEREON. - CIRCULAR FLAT AND SMOOTH IN CONFORMANCE WITH THE REQUIREMENTS OF TYPE A WASHERS IN ANSI STANDARDS B^_3.L. ALL BOLTS,NUTS AND WASHERS O PLUMBING TAG, SEE SPEC. PL. PLATE USED AS EXTERIOR CONNECTIONS SHALL BE GALVANIZED IN ACCORDANCE WITH P-LAM POWER LAMINATE MEMBER Second Floor 744 Sq Ft. NO WORK 744 Sq Ft. P.R. POWDER ROOM ASTh4 A153. REVISION NO. PT. PRESSURE TREATED Total 924 Sq R. 0 Sq Ft, 924 Sq Ft. 11. ALL BUILDING MATERIALS SHALL BE DISPOSED IN A PROPER AND ACCEPTABLE A? hIANNER. R. RELOCATED TOTAL GFA 3,048 Sq Ft. 700 Sq Ft. 3,748 Sq Ft. �991) RAD. RADIATOR SCALE: ?? DETAIL TAG REC. RECESSED REF. REFRIGERATOR Total Land Area 800 SF 12 REG, REQUIRED Disturbed ROOF PITCH TAG REV. REVISION ? RM. ROOM 30 lb/sq. ft. live R.D. ROUGH OPENING Floor Loads 10 lb/sq. ft. dead S. Sleeping Areas PROPOSED SITE PLAN A BUILDING SECTION SCHED. SCHEDULE Floor Loads 40 lb/sq. ft. live � n SIM. SIMILAR Other Areas 10 lb/sq. ft. dead SCALE: 1 = 40'-0" J SIMPSON TOP FLANGE HANGER SPEC. SPECIFICATION 3Q lb/sq.s ft. live SIZED AS REQUIRED SPKR. SPEAKER Roof Loads a d S / q SQ. SQUARE 10 lb/sq. ft. dead �B• HOSE BIB S & R SHELF & ROD I S.SINK SERVICE SINK Bathroom 40 lb/sq. ft. live 4� OUTLET S.T. STEEL TUBE 20 lb/sq. ft. dead 1 1 STL STEEL QUAD OUTLET S.S. STAINLESS STEEL USB LEVTTON, MODEL #T5632 STOR• STORAGE GENERAL STRUCTURAL NOTES: STRAPPING AS INDICATED BELOW UNLESS OTHERWISE INDICATED ON THE ELEVATION DRAWINGS �a�� -a G STRUCT. STRUCTURAL LIFE SAFETY , Q °'�0- o s Qr1Fi ON SHEET-A-7 AND A-8 H -rj` n GA PROTECT OUTLET sYM. SYMMETRICAL DETECTOR SUMMARY TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA f �'' b�v'` ! `� CT� _ PtP/CFI WATER PROOF GFl PROTECTED OUTLET T. TREAD 1. STRAPPING & TIE SCHEDULE (SIMPSON) TEL TELEPHONE �i�+� o PHONE (TWO LINE HOME RUN, CATEGORY 6, TEMP. TEMPERED E E R GROUND SNOW LOAD - H2.5A AT EVERY RAFTER TOP PLATE CONNNECTlONs "� � N DETECTOR 25 Ib/sq. ft. 'i' ®�• _' I w 4 TWISTED PAIR) T&G TONGUE AND GROOVE __ - H6 @ 32" O.C. ® EVERY OTHER RAFTER TO WALL STUD CONNECTION THK. THICK - MSTC 40 @ EVERY DOUBLE STUD LOCATION BETWEEN 2ND & 3RD FLOOR � •4, ° c7 I 1 CABLE - RG6 QUAD SHIELD - RG6QS (HOMERUN), � ;a � 2 T.O. TRIMMED OPENING CORRIDOR BEDROOMS CORRIDOR BASIC WIND SPEED 130 MPH AND 1ST & 2ND FLOOR 0 WINDOW & DOOR LOCATIONS & AT CORNERS 1 d r 1 PHONE (DEFINED ABOVE) T.V. TELEVISION - LSTA 36 0 32" O.C. BETWEEN 2ND & 3RD FLOOR AND 1 ST & 2ND FLOOR AND BETWEEN 1ST FLR STUDS TO RIM JOIST �''3 2 HDMI CABLES, IR WIRE, CABLE (DEFINED ABOVE), TYP. TYPICAL - MSTA 49 BETWEEN 1ST FUR. STUDS & RIM JOISTS 0 EVERY DOUBLE STUD LOCATION PHONE (DEFINED ABOVE) U.O.N. UNLESS OTHERWISE BASEMENT - - 1 EXPOSURE CATEGORY B - 1/2" PLYWOOD SHEATHING SHALL NAILED AS FOLLOWS I� ►4 2 HDMI CABLES, IR WIRE, PHONE (DEFINED ABOVE) NOTED - ------ - - --- --- - -8D 0 4" O.C. 0 PANEL EDGES -8D 0 12" O.C. 0 INTERMEDIATE SUPPORTS ® STRUCTURE ADDED 09/29/2022 � GAS OUTLET, PROVIDE DANTE VALVE AT ALL VERT. VERTICAL 1ST FLR. - 1 1 WEATHERING SEVERE -ALL PANEL EDGES SHALL OCCUR ON STUDS OR BLOCKING FIREPLACE LOCATIONS, FINISH AS SELECTED B.O. V.I.F. VERIFY IN FIELD *S.D./C.O. 120 VOLT SMOKE / CARBON MONIXIDE DETECTOR W. WEST 2ND FLR. - 3 3 FROST LINE DEPTH S-0" 2. STRUCTURAL DESIGN CRITERIA HAS BEEN DETERMINED BY MINIMUM DESIGN LOADS FOR BUILDING AND STRUCTURES, ASCE-7 ® CONSTRUCTION SET 09/29/2022 e S.D. 120 VOLT SMOKE DETECTOR - - -- WD. WOOD 3RD FLR. - - - TERMITE MODERATE TO HEAVY dh-__ DOUBLE HUNG WINDOW W.I.C. WALK IN CLOSET c- CASEMENT WINDOW W/0 WITHOUT --. - ---..-- -- ----- aw- AWNING WINDOW WP. WATERPROOF TOTAL 4 5 ICE BARRIER REQUIRED YES f- FIXED WINDOW REVISION # REVISION DESCRIPTION DATE \_o o RECESSED MEDICINE CABINET REFERENCE DIVISION 16 OF SPECIFICATION FOR CONNECTION 1 BUILDING DEPT COMMENTS 03/1'7/2023 WALL TO BE FREE OF ALL PLUMBING REQUIREMENTS AND MORE DETAILED LOCATION REQUIREMENTS U I L K VERIFY SIZE WITH OWNER 0 y 0 0 0 1p � r or �1 _j L-i L-i 1I T - t ° o ° _1�_jl kj9 9 DATE 09/29/2022 PROJECT NO 17052 SHEET 1 OF 14 FRIED/O'BRIEN 9 _V, IR 0 3 � N 5 IYA 0 A SOIJ 10 YO 0R1D \4RS0 90 . 0 �IL-j 1 6- i 6- i 6- N L 1 L�_Jl W 3-3"x 0.131"nails;or 8d corrosion-resistant casing 2304.10.1 Fastener Requirements 3-3"14 gage staples,7/16"crown (2'/2,"x 0.113") Connections for wood members shall be designed in accordance with the appropriate methodology in Section 2302.1.The number and size 2.8d common(21/2"x 0.121"),or Interior paneling of fasteners connecting wood members shall he not less than that set forth in Table 2304.10.1. 2-16d box(3"x 0.1261;or 18.1"brace Co each stud and plate Face nail 2.3"x 0.131"nails;or ' ";or TABLE 2304.10.1 2.3"14 gage staples,7/16"crown 40.�!°" 4d finish(1 4d casimg(1 /Z'x 0.080'/2"x 0.072")) 6 12 FASTENING SCHEDULE 2-8d common(211"x 0.131";or 19.1"x 6"sheathin to each bearing l ) Fate nail s 6d casing(2"x 0.0991);or g g 2-1 Od box(3"x 0.128") 41. /8 Ed finish(Panel supports at 24 Inches) 6 12 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION 20.1"x 8"and wider sheathing to each bearing 3-8d common(7.1l2"x 0.131");or Face Hall Roof 3-1 Od box(3"x 0.128") For SI:1 Inch=25.4 trim. 3-8d common 12112"x 0.13111);or Floor a.Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more.For nailing of wood structural 1.Blocking between ceiling joists,rafters or 3-1 Od box(3'x 0.128');or Each end,toenail 3-8d common(2112"x 0.131");or floor panel and particleboard diaphragms and shear walls,refer to Section 2305.Nails for wall sheathing are permitted to trusses to top plate or other framing below 3-3"x 0.131"nails;or 3-10d box(3°x 0126"):or be common,box or casing. 3-3'14gage staples, /16"crown 21.Joist to sill,top plate,orgirder Toenail 3-3'x 0.131'nails;or 2-8d common(21/2"x 0.131") 3-3"14 gage staples,7/16"crown b.Spacing shall be 6 inches on center on the edges and 12 inches on center at Intermediate supports for nonstructural 2-3'x 0.131"nails Each end,toenail applications.Panel supports at 16 inches(20 inches if strength axis in the long direction of the panel,unless Blocking between rafters or truss not at the welt 2.3"14 gage staples ad common(2112"x 0,131");or otherwise marked). 22.Rim joist,band joist,or blocking to top plate, 1 Od box(3"x 0.128");or 6"o.c.,toenail top plate,to rafter or truss 2-16 d common(3%"x 0.162'1 sill or other framing below 3"K 0.131"nails;or c.Where a rafter is fastened to an adjacent parallel ceiling joist In accordance with this schedule and the ceiling joist Is 3-3'x 0.131"nails End nail 31114 gage staples.711e crown fastened to the top plate in accordance with this schedule,the number of toenails in the rafter shall be permitted to 3-3"14 gage staples x 0.131"):or be reduced by one nail. 23.1"x 6'subfloor or less to each Joist 2-8d common(21/2' Face nail 16d common(31/2"x 0.162")@ 6"o.c. 2-10d box(3"x 0.128") d.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. Flat blocking to truss and web filler 3"x 0.131"nails @ 6"o.c. Face nail 3"x 14 gage staples @ 6"o.c 24.2"subfloor to joist or girder 2-16d common(31/2'x 0.162") Face nalI 3.8d common(21/2"x 0.131");or 25.21 planks(plank&beam-floor&roof) 2-16d common(3'/2'x 0.152") Each bearing,face nail 2.Ceilingjaists to top plate 3-10d box(3'x 0.128°);or Each joist,toenail 32"o.c.,face nail at top and bottom 3-3"x 0.131"nails;or 20d common(4"?,0,19Z') staggered an apposite sides 3-3"14 gage staples,7/16'crown 3-16d common(3112"x 0.162"x or 1 Od box(3"x 0.128"1;or 24"o,c,face nail at top and bottom 3.Ceiling joist not attached to parallel rafter,laps i 3"x 0.131"nails;or 4-1 Od box(3"x 0.128");or staggered on opposite sides ! over partitions(no thrust) Face nail j 3"14 gage staples,7116"crown 4-3"x 0.131*nails;or I 2.6.Built-upgirders and beams,2"lumber layers (see Section 2308.7.3.1,Table 2308.7.3.1) 4-3"14 gage staples,7/16"crown k And: 4,Ceilingjoist attached to parallel rafter(heel i 2 20d common(4"x 0.192");or (. 3.1 Od box(T x 0.1281)'or Ends and at each splice,face nail joint) Per Table 2308.7.3.1 Face nail 3.3"x O.t31"nails;or (see Section 2308.7.3.1,Table 2308,7,3,1) i 3-3"14 gage staples,7/16"crown 3-1 Od common(3"x 0.148");or 4-1 Od box(3"x 0,128");or I 3-1 Ed common(3'/2'x 0.162"g or 5.Caller tie to rafter Face nail 4-3"x 0.131"nails;or 27.Ledger strip supporting Joists or rafters 4-1 Od box(3"x 0.128"j;or Each Joist or rafter,face nail 4-3"14 gage staples,7/1(,"crown 4-3'x 0.131"nails;or 4-3"14 gage staples,7/16"crown I 3-10 common(3'x 0.148');or ! 3-1 Gd box(3'/2'K 0.135");or 3-16d common(31/2'x 0.162);or 6.Rafter a roof truss to top plate 4-10d box 13"x 0.128");or (See Section 2308.7,5,Table 2308.7.5) 4-1 Od box(3'x 0.128"};or Toenail 28.joist to band joist or rim joist 4-3"x 0.131"nails;or End nail 4-3"x 0.131 nails;or crown 4-3"14 gage staples,7/16"crown 14 gage staples,7/16"crown 7.Roof rafters to ridge valley or hip rafters;or 2-16d common(31/ 1 x 0-t 62");or 2-8d common(21/2"x 0.131");or i roof rafter to 2-inch ridge beam 3-16d box(3'x 0.128");or 29.Bridging or blocking to joist,rafter or truss 2-10d box{3"x 0.128")or Each end,toenail 3-3"x 0.131"nails;or End nail 2 3"x 0.131`nails;or 3-3'14 gage staples,7/16"crown;or 2-3"14 gage staples,7/te"crown Wood structural panels(WSP),subfloor,roof and Interior wall sheathing to framing and partic►eboard wall sheathing to framing r 3-10d common(3"x 0.148");or Intermediate 4-16d box(31/2"),0.135");or Edges supports 4-1 Od box(3"x 0.128");or Toenail (inches) (Inches) 4-3"x 0.131"nails;or 4.3"14 gage staples,7hd'crown 6d common or deformed(2"x 0.113") 6 12 Wall (subfloor and wall) 8d common ordeformed(21/2"x 0.131") 6 12 16d common(3112"x 0.162"); 24"o.c.face nail (roof)or RSRS-01(23/s"x 0.113"j nail(rcoOa 8.Stud to stud(not at braced wall panels) 1Cd box(3'x 0.128");or a 1 23/8"x 0.113"nail(suhfioor and wall) 6 12 3"x 0.131"nails;or 16"o.c.face nail 30. /8'- /2 3.3"14 gage staples,7/16'crown 13/4'16 gage staple,?/16'crown 4 8 16d common(31121 x 0.162"g or 16"o.t.face nail (subfloor and wall) 9.Stud to stud and abutting studs at intersecting 16d box(31/2"x 0.135");or 12"o.c.face nail 2'1/8'x 0.113"nail(roof) 4 8 wall corners(at braced wall panels) 1314"16 gage staple,7/16"crown(roof) 3 6 3"x 0.131"nails;or 3-3'14 gage staples,7116"crown 12"o.c.face nail g S P Sd common(21/2'x 0.131"g or 16d common(31/2"x 0.162");or 16"o.c.each edge,face nail 6d deformed W x 0.113") 5 12 10.Built-up header(2"to 2'header) (subfloor and wall) 1Ed box(31/2'x 0.135) 12"o.c.each edge,face nail 8d common or deformed(2112"x 0.131") 1 31.19132 3la' (roof)or RSRS-01 C23/8'x 0.113")nail 6 12 4-10 11.Continuoi is header to stud 4-1 o common(2d box(3"x 0.12 12 6")x 0.131");or Toenail (rooll 16d common(31/2'x 0.162);or 16"o.c.face nail 23/8'x 0.113"nail;or 4 8 2"16 gage staple,7/,6"crown 12.Top plate to top plate 10d box(3"x 0.128");or 3"x 0.131'nails;or 12"o.c-face mall 32 7/8'-1'/4" 10d common 0"x 0.148");or 6 12 3'14 gage staples,7/16,crown ad deformed(2112"x 0.131'1 8-16d common 01/2'x 0.162");or Other exterior wall sheathing 12-1 Od box(3'x 0.126"};or Each side of end Joint,face nail 13.Top plate to top plate,at end joints (minimum 24'lap splice length each 11/2"galvanized roofing nail 12-3"x 0.131"nails;or side of end joint) 33.11 fiberboard sheathin b eh, head diameter•or 3 6 12-3"14 gage staples,7/16"crown 2' g 1 6" ). 1 /4"16 gage staple with /16"or I'crown 16d common(31/2"x 0.16211;or 16"o.c.face nail 13/4 galvanized roofing,mall 14.Bottom plate to joist,rim joist,band joist or 16d box(31/2"x 0.13S');or 34,2513,"fiberboard sheathing (7/16"diameter head);or 3 6 blocking(not at braced wall panels) 3"x 0.131"nails;or 12'o.c.face Haft 11/2"16 gage staple with 7/16'or 1"crown 3"14 gage staples,7/16"crown Wood structural panels,combination subfloor underlayment to framing 2-16d common(31/2"x 0.162"1;or ad common(21/2"x 0.131"),or 15.Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135");or 16"o.c.face nail 35.3/4"and less 6d deformed(Z"x 0.113") 6 12 blocking at braced wall panels 4-3"x 0.131"nalls;or 4-3"14 sta staples,7/ crown gage P 16" � 7 ad common(2t/2"x 0.131");or I 36. 8d deformed(21/2"x 0.131") 6 12 4-8d common(21/2"x 0.131"1;or 4-1 Od box(3"x 0.128'),,or Toenail 37 11/8"--it/4„ tOd common(3 x0.148") or 6 12 4-3 '12"x 0.131'1 4-3"14 gage staples,7/16"crown;or i 16.Stud to top or bottom plate Panel siding to framing 2-1 Ed common(31/2"K 0.1621T or 3-1 Od box(3'x 0.128'1,*or End nail 6d corrosion-resistant siding 3-3"x 0.131"nails;or 38.1/2'or less (17/8"x 0,106");or 6 12 3.3"14 gage staples,7/16,crown 6d corrosion-resistant casing(2"x 0,099") 17.Top plates,laps at cornersar.d intersections 2-1 Ed common(31/)x 0.162');or Face nail j 39.s/a" 8d corrosion-resistant siding 6 12 REVISION # REVISION DESCRIPTION DATE 3-1 Od box(3"x 0.128");or 1 t23/E x o,1 zs^t;or 1 BUILDING DEPT COMMENTS 03/17/2023 k 1 0 sr O 3 _ SA ( 7 [ A V 10 S 90 -[ A -L F DATE 09/'29/2022 PROJECT NO 17052 sri�ET 1 FR pn/n'RRTF'.N 9 & M " _L So 0 __3 L.-J __ A 15 1050 HYA .J �_ _i, 9 S 0 U 0 C. _N J" W Y 0 R GENERAL NOTES AND SPECIFICATIONS-RENOVATION 3.1.2 Relocate or remove all existing shrubbery,plantings and trees that are within the 4.2.6 IN1VM in floor slabs shall be centered in the slab. 6.2.1 Comply with"WCD I -Details for Conventional Wood Frame Construction"by area of construction_ Verify with Owner if contractor is to relocate or remove American Forest&Paper Association/American Wood Council(awc.org)and DIVISION 1 —GENERAL NOTES shrubbery,plantings and trees before work occurs. 4.2.7 All continuous reinforcing shall be continuous and lapped at all splices,corners, 1RC International Residential Code,New York Edition,including nailing, 1.1.1 All-,work is to be performed ill accordance with all applicable codes,ordinances and intersections a minimum of 30 bar diameters(unless noted otherwise). fuestopping,anchorage,framing and bracing. Code requirements for spacing, and accepted industry standard. Carefully coordinate vrith permitting officials 3.1.3 Iustali new gutters and leaders to perfectly match existing on entire residence With sizing,spans and cuts shall be strictly observed. and conform to all specific towns ordinance related to demolition and continuous gutter screeniig. Connect to existing system.Run all underground 4.2.8 All horizontal and vertical reinforcing shall be tied in place prior to placing of any construction protection,such as construction fencing,etc. pipe systems prior to pouring of any exterior stoops,porches,patios,driveways, concrete. 6.2.2 Refer to details 2&3 on sheet A-1 for typical beam bolting layout detail and etc. Exit to street or new dr3r%vell including back-flow prevention as required. typical Microllam L.V.L. and Parallarnl PSL penetration gusset detail. See detail 5 1.1.2 All engineering documents,specifications,and details shall supersede information Coordinate in field with architect. 4.2.9 Provide spacers,chairs,and ties as required and necessary for assembling'placing on sheet A-1 for the joist penetration location detail. as noted on the architectural doctunents. and supporting all reinforcement in proper position. 3.1.4 Contractor shall stockpile all existing topsoil for re-use and provide new as 6.2.3 All piping and electrical penetrations shall be centered in joist depth 1.1.2 Contractor is to verify all dimensions and conditions in the field and notify the required so as to provide 4"of topsoil ors all altered areas of the site. Rake out 4.2.10 Extreme care and proper measures must be used so as not to damage,bulge or tip Architect of any discrepancies or inconsistencies prior to executing construction. and level soil to finish grade. Ready for seeding is by owner. malls due to any superimposed pressure. Shoring,bracing,etc.shall be employed 6.2.4 All structural work shall be literal as per these documents. until the full dead load of the building is on the walls. 1.1.3 Do not scale drawings. Written dimensions take precedence over depicted sizes 3.1.5 Backfill and compaction against foundation wall shall be trash-fiee material in 8- 6.2.5 Verify existing structure before any removals:notify architect. and relationships on drawings. Variations in drawing size may take place due to inch lifts. Backfill to be compacted to 95%maximum dry density for cohesive 4.2.11 Where changes in masonry unit types occur,or decrease in wall thickness,the top drafting and printing processes. soil and 98°o for granular soil in accordance with A.S.T.M.D-1557. Care must 8"course of wall below shall be 1000,' solid. 62.G Unless othenzrise stated on the drawings,headers shall be as follows: be taken not to damage the foundation walls or the dampproofing and Up to 6'-0"opening: use(2)2 x 10's 1.1.4 All dimensions are given to face of gypsum board iuiless expressly noted waterproofing. DIVISION 6-ROUGH CARPENTRY Up to 10'-0"opening use(2) 1 '/a"x 9'/"L.V.L's otherwise. Windows and exterior doors are located by centerline. Section 6.1 - General Carpentry TMaterials DIVISION 4-UNIT 1IASONRY 6.1.1 Structural Framing lumber to be No.2 Douglas Fir,or better, 1450 psi minimum, The values do not apply to conditions with framing corners or loaded posts above. 1.1.5 Contractor to perform in high quality professional workmanlike manner. Section 4.0—General Conditions factory marked,or metal studs at all basement areas. 4.0.1 No masonry Work shall be performed if day or night time temperatures are 6.2.7 Unless otheltivise stated on the drawings,hangers shall be as follows: 1.1.6 Contractor to coordinate and accommodate"Not in Contract"work. expected to fall below 32 degrees Fahrenheit. 6.1.2 Pressure Treated lunnber to be hi accordance with AWPA(AmericallWood Including accepting and unloading of all items. Protection Association)Standard UI as follows Nvith special attention to allowable 2 x 8: Simpson LUS28 Section 4.1—Footing/Concrete Slabs fasteners and flashing. (2)2 x 8: Simpson LUS28-2 1.1.7 Details noted"Typical"imply all such conditions to be treated similarly. 4.1.1 Notify and allow architect to inspect soil and reinforcement bar placement prior to 2 x 10: Simpson LUS210 the placing of the footing. Preferred Sill plates: Sillbor"borate treated wood"by Lonza Wood (2)2 x 10: Simpson LUS210-2 1.1.8 Contractor shall fiunish a Certificate of Occupancy to the Oxwner at tine time of Protection (3)2 x 10: Simpson LUS210-3 "Substantial Completion". 4.1.2 All footings shall be on undisturbed soil,3'-6"minimum below finished grade. 2 x 12 : Simpson LUS210 Clear dimension for all crawlspaces shall be a numnmum of 3'-0"unless otherwise 11-7/8"TJI 560: Simpson IUS3.56/11.88 1.1.9 Contractor shall procure and pay for all permits and fees. noted. Alternate Sill plate: Wolmanized Residential Outdoor Wood by Lonza 14"TH 560: Simpson IUS3.56/14 Wood Protection treated with.05 CA-C(copper 1-3/4"x 9-1/2"LVL Simpson HUS1.81/10 1.1.10 All copies of Drawings,Specifications,Copyrights and the Designs expressed 4.1.3 Reinforcing steel shall be billet steel conforming to A.S.T.M.Spec.A615-60. azole)rated for above ground. 1-3/4"x 11-7/8"LVL Simpson HUS1.81/10 therein are and shall remain the property of the Architect. They are to be used Deformations in accordance with A.S.T.M.A-305. NVtN'M shall conform to 1-3/4"x 14 LVL Simpson HUS 1.81/10 only with respect to this project. A.S.T.M.A-185. 3-1/2"x 9-1/2": Simpson HHUS410 Deck Joists: Wohnanized Residential Outdoor tVood by Lonza 3-1/2"x 11-7/8": Simpson HHUS410 l.l.l l All work is new unless noted as existing. 4.1.4 Furnish and install rebar grounding R bonding clamp R grounding wire sized as Wood Protection treated with.05 CA-C(copper 3-1/2"x 14": Simpson HHUS410 required and installed as per manufactures directions and D.C.A Bulletin 2-02. azole)rated for above ground. 3-1/2"x 18: Sirupsom HU416/HUC416 1.1.12 Contractor shall protect all existing to remain construction dti ing all phases of Avww.wohuanizedwood.com 5-1/4"x 9-1/2": Simpson HHUS5.5/10 work and repair any existing to remain conditions that are damaged during the 4.1.5 All concrete shall be 3500 psi unless otherwise noted. 5-114"x 11-7/8": Simpson HHUS5.5/10 construction so as to match existing pre-construction condition. 6.1.3 Engineered floor joists are to be Truss Joist(TJI),series 230 or 560 as specified 5-114"x 14" Simpson HHUS5.5/10 4.1.6 Pitch basement and crawl space slabs to sump pit. on the documents and manufactured by Weyerhaeuser(1-888-453-8358). No 7"x 9-1/2": Simpson HHUS7.25/10 1.1.13 Furnish Port-O-John on site for duration of constriction. substitution is acceptable. If contractor inadvertently substitutes Manufacturer it 7"x 11-7/8" Simpson HHUS7.25/10 4.1.7 Install 3"PVC"T"fitting in sub-slab aggregate or in sunup pit and connect to is the contractor's responsibility to provide signed and sealed calculations front a 7"x 14" Simpson HHUS7.25/10 independent 3"vent stack located in wall and penetrate through roof Rim pipe in licensed structural engineer in the local jurisdiction. (3) 1-3/4"x 9-1/2"LVL w/ Simpson IT<VU7.12/9.5 2 4 6 8 1.1.14 Cleaning shall be the responsibility of the General Contractor. Floors,walls, a manner that makes it accessible for installation of a future it-line vent pipe fan (2)5/8"Steel Flitch Plates windows,and all other surfaces shall be cleaned ready for occupancy,including in the attic space. Pitch pipe to drain and provide all electrical box for future 6.1.4 Laminated Veneer Lumber(L.V.L.)headers and beams are to be 2.0E Microlam removal of all labels on window and doors. Turn over building broom clean. The ttriring if required. Locate pipe outlet as required by code.Provide one per 1,500 LVL manufactured by Weyerhaeuser(1-888-453-8358).. Provide 4"x 6" 6.2.8 Verify sizes of all engineered structural members,indicated on drawings,with owner will wash windows and plumbing fixtures. sf of basement or crawl space area. bearing under all girders as indicated on drawings or mini ntim 3 '/"bearing architect prior to ordering and installation. under all other conditions. No substitution is acceptable. If contractor 1.1.15 All materials shall be new and of the grade and quality specified. Trained, Section 4.2-Foundation Nall inadvertently substitutes manufacturer it is the contractor's responsibility to 6.2.9 All plates to be doubled with splices staggered over studs only. experienced persons,skilled in their various crafts shall perform Work. 4.2.1 Concrete Masonry Units(CMU)in bearing walls shall be(unless noted provide signed and sealed calculations fionn a licensed structural engineer in the otherwise)as specified by A.S.T.M and shox,,nu below: local jurisdiction. 6.2.10 Provide double joists ininini uli tinder all walls parallel to joist length iulless 1.1.16 The entire installation shall be guaranteed against defects ii workmanship and a. Foundation walls C 145 Grade N-1 (75°o solid) Available Width: 1-3,14" specifically noted otherwise. material for a period of one year from the date of final acceptance. b. Load Bearing Walls C 90 Grade N-1 (54%solid) Available Depth :5-1/2",7-1/4",9-1/4",9-1/2", 11-1/4", 11-7/8", 14, 16, C. Beam Bearing to Footing C 145 Grade N-1 (100%solid) 18,20 6.2.11 Double framing around all openings where not indicated on drawings. 1.1.17 Existirug conditions shown or implied are based on best available but limited d. Joist Bearing Top 8" C 145 Grade N-1 (100%solid) information. If conditions are encountered that differ fiom those shown,noted or 6.1.5 Parallain(P-Lam) are to be 2.0E Parallam PSL header and beams manufactured 6.2.12 All joists to have 3'/2"minimum bearing over plates or as otherwise indicated on implied,all work in that specific area is to stop and the Architect is to be notified. 4.2.2 Masonry Mortar-ASTM C 270,Type S above grade,Type M below grade; by Weyerhaeuser(1-888-453-8358).. Provide 4"x 6"bearing under all girders as drattrings. Flush beaus and headers to have metal hangers. No work is to continue in such areas without the penulission of the Architect. approximately 3:1:11 portlaud cement,lisle,sand ratio. indicated on drawings or n ininitnl 3 '/Z"bearing tender all other conditions. No substitution is acceptable. If contractor inadvertently substitutes manufacturer it 6.2.13 All framing members where cut to permit passage of piping,ducts,conduit,etc. 1.1.18 All allowances/credits shall be for the actual purchase price of the items. 4.2.3 Lay masonry limits ul riming bond(except as noted otherwise)and cut joints is the contractor's responsibility to provide signed and sealed calculations from a shall be strapped and braced on each side as per code requirements. Provide flush_ licensed structural engineer in the local jurisdiction. miscellaneous franliug around openings as required. 1.1.19 General Contactor shall procure and pay for building layout and building height Available Width:3-1/2",5-1/4",7" survey. 4.2.4 Build fouundation walls of concrete block accurately as slno-,tin on drawings. Key Available Depth:9-1/4",9-1/2", 11-1/4", I 1-7/8", 14", 16", Is" 6.2.14 All doors or trimrmed openings to have(2)-2"x 4"or(2)-2"x 6"studs at jambs mesh or Durowall reinforcing in alternate block courses. Bond walls together at mmnrmtuu,verify wall thickness With plans. 1.1.20 General Contactor shall procure all other survey work(if required)including but intersections. Fill voids in top units With concrete. Fill core solid at all locations 6.1.6 All decking shall be Timbertech.Follow all manufacturers installation not limited to a foundation location survey. The owner shall be invoiced directly of vertical reinforcing,see steel reinforcing schedule our sheet A-1 for bar size and suggestions. 6.2.15 All framing shall be plumb and square,true,well braced,pinned together With for these items. spacing. good joints and true bearings. Framing and nailiug shall conform to I.R.C.—N.J. 6.1.7 Carefiully follow manufactures instructions for deck installation including and good practice. DIVISION 2-DERIOLITION 4.2.5 Protect newly laid masonry fiom exposure to precipitation,excess drying, nailingrscrewing and ventilation requirements,especially as related to the height 2.1.1 Demolish all wall,ceiling and floor surfaces in all spaces where work occurs freezing,soiling,backfill and other harnif ul elements. of the deck above grade.Additionally follow manufactures nnstuuctions as related 6.2.16 Use subfloor grade construction adhesive at plywood subfloor installation and utilizing"The Lead-Safe Certified Guide To Renovate Right"document criteria to spacing bewmeu boards when installing decking. tnderlayment grade construction adhesive at plywood tnderlayment installation. as issued by the EPA most current addition. 42.3 All new stone veneer and mortar color shall perfectly match existing.Mortar utilized shall be"Colored Cements"as manufactured by Keystone Cement 6.1.8 Plywood Roof Sheathing shall be 5/8"(or thicker as to align with existing)APA 6.2.15 Exterior dimensional trim shall be WindsorOne Protected. Contact Dykes 2.1.2 Remove and dispose of all waste material it a legal manner iilchudung separate Company(no substitutions)- Architect has colored mortar samples. Order Rated Sheathing 32/ 16,C-D,Group 1,Exposure 1 Lumber(201-867-0391)for assistance With NViudorOne trim_printed all sides by �r,(,�_FZED dumpsters for construction debris and masonry material. Additionally provide Keystone Colored Cement and mortar sand fiom Myles F.Kelly,Chatham,NJ G.C.prior to installation. Exterior mmiliig trim shall be clear pine,printed all �liG SHY PE r" Cry two lockable lid garbage cans on site for food waste and commingled recyclables. (973-635-9000).Construct sample panels 2%0"square for approval two weeks 6.1.9 Plywood Nall Sheathing sliall be 1/2"(or thicker as to align with existing)APA sides by G.C.prior to installation.(Unless otherwise noted in docuuueuts) a�1P n� �4, before proceeding with constuction. Rated Sheathing 32/16,C-D,Group 1,Exposure 1 i "? tj `�� 00 2.1.3 Disconnect all pluuubing,electric,and heating to point of last use. 6.2.17 Interior trim shall be clear pine or poplar,continuous pieces,no finger jointed pa , Fl Provide allowances as follows: 6.1.10 Plywood subfloor shall be 3/4"APA Rated Tongue&Groove Sheathing 32.%16, trim. (Unless otherwise noted in docuuments) 2.1.4 General contractor shall assuume all responsibility in reference to the removal and Stone $12.00 per square foot C-D,Group 1,Exposure 1 for all new work. In all locations to receive tile floor, ,-A relocation of all existing to remain mechanical,plumbing and electrical services existing floor sheathing shall be removed in its entirety and new sheatliilg 6.2.18 All turn nncludung door,window,Window sills,base,casing,crowd and exterior , t� exposed due to removal of existing partitions. 4.2.4 Build walls straight and plumb,couurses level_ Fill all joints with mortar as units installed as specified above. shall match existing.(Unless othenwise noted in documents) are laid. Full head joints. Tool exposed brick joints to match existing. Lay solid DIVISION 3—SITE WORIz brick walls With common bond or to match existing. Verify with Architect. 6.1.11 At all locations where new building meets existing building roof sheathing, 6.2.20 All shelves shall be%"thick MDF with all exposed edges to be eased and sanded 3.1.1 Relocate all removed soil on property at locations as directed by oumer. Remove wall sheathing,and subfloor shall he ripped back 2'into existing structure smooth. Install on continuous 1 x 2 cleats with all exposed edges to be eased. all extra soil fi•0111 site. 4.2.5 Clean brick front top down with a solution of non-staining soap and clean Water and new plywood as specified above to span seam between new and old The rod shall be 1-1/4"diameter polished chrome. Provide intermittent supports or a solution of one part muratic acid to ten parts water. Scrub surface with stiff structures. as required at spans greater then 5'-0" bristle brushes and rinse well with clean water. Section 6.2-Carpentry Installation: 6.2.21 Provide bridging as specified below 3 5 '7 9 S 0 3 S A K..j L L __J L-i .J L L _J L.-i -4 L 1-1 6- A "� rl C-1 - -I r C r— S a o 0 o T - 2 _J L L -4 Lr [ Ar. A � 9 9 8 _r I _V� RO DATE 09/29/2022 PROJECT No 17052 sim 2 of 14 FRIED/0'BRIEN _sue V_J & _V I S 3 5 0 �!L OA so 0 _.CK_ 9T1 U rp rl "9 r, -9 W ) Y Dunensional Floor Joists: installed prior to laying down of fiberglass roof Pressure treated lumber,in any trim as specified. General Contractor shall field verify size before finalizing order 9.4.3 All other painting is not in contract although contractor is to provide paint ready -Solid wood bridging centered in spans of floor joists exceeding fornn,may not be used.732.929.8448 with window vendor. surfaces. 8'-0" Engineered Floor Joists: 7.4.2 Metal Roofing: 8.2.3 `REPLACE'on architectural drawings are replacement windows sized to fit Section 9.5-Wood Flooring -Engineered joist bridging centered in spans of floor joists Atas Dutch Seam.032(Black)Aluminum Standing Seam Roofing Sheet with 15" within existing window fiame. Existing interior&exterior casing shall remain. 9.5.1 Provide material and installation in accordance with referenced manufacturers' exceeding I F-0". panel width,smooth texture,as manufactured by Atas International Inc.(800-468- General Contractor shall field verify size before finalizing order with window instructions. In addition please specifically note the following; 1441)(Contact Chris Kroeter,610-737-1385). Slopes applicable for this spec vendor. -Relative Humidity between 35010-60% 6.2.22 All new stairs shall have oak treads and pule risers. New handrails shall match shall be 2:12 and greater. Follow manufactures installation instructions. General -Acclimate flooring for a nninitntuin of 3 days with both faces exposed to existing. Contractor to verify final color and finish of roofing with owner prior to ordering. 8.2.4 All specialty units,transom units and the like shall be thick insulated glazing air of the space (argon filled,Low-E)runless otherwise noted. 6.2.23 Repair and or replace all exterior trim as required due to rot and or new window 7.4.3 Copper Roof- 9.5.2 All new and existing to remain wood flooring and steps(throughout scope of work. Copper Roofing Sheets:Cold-rolled copper sheet complying with ASTM B 370 8.2.5 Shop drawings shall be required for all specialty and all elliptical transom units work,see plans)shall be sanded.Stain to a color as decided by otvrner from stain temper designation,H00,unless otherwise indicated(for lead-coated applications, provided by window manufacturer prior to ordering. samples applied directly to the subject floor by the floor finisher and finish as 6.2.24 Furnish and install a 4'-0"long section"Mock-Up"of railing design for approval refer to Wayne Seale for firther information including but not limited to edge specified below before releasing the entire order. soldering)over base sheet underlaytnent installed as per manufactures directions, 8.2.6 Provide tempered glass as required by code. 5/8" APA Rated Sheathing 32/16,C-D,Group 1,Exposure 1 with miscellaneous First Coat: Oil Based Stain by Mi n;•ax 6.2.25 Laser-level all kitchen and bathroom ceilings and floors with adequate framing as required to match plan and elevation specs.,and/or provide a minimum 8.2.7 Flash all exterior window and door units with copper drip cap. Second Coat:Emulsion b Basic Coatings Inc.(gloss as selected b.o.) furring as required. of V2"per foot slope(plans and elevations shall have precedence). Provide y g Third Coat: Emulsion by Basic Coatings bnc.(gloss as selected b.o.) materials and types of fasteners,solder,welding rods,protective coatings, 8.2.8 All windows shall have sills furnished and installed by G.C. No picture fi•aming Fourth Coat: Street Shoe w/XL Catalyst by Basic Coatings Inc.(gloss as DIVISION 7-THERMAL AND MOISTURE PROTECTION separators,sealants and accessory items as recommended by copper sheet of windows. selected b.o.) Section 7.2-Building Insulation manufacturer and fabricator for copper roofing work,except as otherwise 7.2.1 Maintain ventilation space at all eaves.Provide insulation baffles as required. indicated. Provide components required for a�complete roof system. Raise the 8.2.15 Sash Limiters shall be provided at all windows as required by code where DIVISION 10-SPECIALTIES leading wood shingle edge on a cant to prevent"line corrosion"and thus breaking clear opening of windows is greater than 72"above finished grade and less 7.2.2 Provide minirnum insulation R values as indicated below,unless values are the bond between wood shingle and copper flashing. Separate dissimilar metals than 24"above finish floor. Section 10.3 -Bathroom Accessories superseded by ResCheck calculations. (General contractor shall verify ResCheck by painting each metal surface in area of contact with a bituminous coating by calculations before proceeding with insulation) applying rubberized asphalt uuderlayment to each metal surface,or by other 8.2.16 Carefully follow manufactures instructions for window,installation with special 10.3.1 Contractor shall install required. bathroom accessories as furnished by owner. G.C.to ` permanent separation as recommended by manufacturers of dissimilar metals. attention to all flashing requirements. provide blocking as required. 7.2.3 Provide kraft faced fiberglass batt Greenguard Certified insulation with R values 10.3.2 Install accessories in accordance with manufacturer's unstnuctiorns,using fasteners as follows: H.Wayne Seale E-mail:wseale�cda.copper.org DIVISION 9-FINISHESa riate to substrai ht and recommended b manufacturer of unit. Install Rafter Ceilings(2 x 8) R-21 Poco p PO Box 144 Section 9.1 -Drywall appropriate g y plumb and level firmly anchored in locations to be chosen by owner in field. I 3 son,PA 2 x 4 Stud Walls R-15 19366-0144 Tel: 610!793-3868 Fax:610/793-3863 9.1.1 Install Gold Bond Brand's"XP Mold'Moist re Resistant sum Board b 2 x 6 Stud Walls R-21 �' y DIVISION 12-FUR:\'ISHINGS Section 7.5-Flashing National Gypsunn Company(704-365-7300)at walls and ceiling throughout scope Section 12.1 - 2 x 10 R-30 g of work. Install Wonderboard on all areas to be tiled. Attach all gypsum boards Cabinetry 2 x 12 R-38 7.5.1 Concealed-Provide minimum 16oz.aluminum step flashing. Shop brake where 12.1.1 All kitelien/butler pantry cabinets,tops,appliances and installation is by wv ner. with construction adhesive and drywall screws. Attach all wonder board with Note: In attic spaces where no sub-floor exists above provide R-38 batt creases are visible. Separate fiom dissimilar metals with bituminous coating. G.C.to provide roughing and final hook-ups. Coordinate with owner's kitchen approved fasteners. All basement gypstumn board stall be lifted off slab 2"to insulation. (Aluminum flashing shall not be used when in contact with Treated lumber) prevent wicking. Seal all wonder board seams,edges and perimeter with Lexel vendor and closely follow kitchen vendor's drawings. Match kitchen vendors Clear All Purpose elastomeric compound manufactured by Sashco 800.289.7290 drawings with respect to all trades. Allow architect to sign off on all changes 7.2.4 Provide Bayseal CC X closed cell spray form(at roof"ventless"locations)as 7.5.2 Exposed-Provide mininmrm 16oz.copper flashing.Shop brake all creases. fronn the most current drawings available. manufactured by Bayer (800-221-3626)and installed by Paulsen Insulation Separate from dissimilar metals with bituminous coating, and available at Jaeger Lumber 973.377.1000. Company. Contact Robert Paulsen 908-202-3718. R-Value per itucln=6.9 9.1.2 Install Gold Bond Brand 518"XP Fire-Shield`C' Gypsum Board by National DIVISION 15-MECHANICAL Section 7.9-Roof Venting Gypsunn Company(704-365-7300)on all walls in garage.If there is a living space Section 15-HVAC Walls(2x4) R-21 7.9.1 No continuous ridge vent shall be used unless there are no power vents 15.1.1 Heatirng&Cooling Units to seance as follows: P above,the garage shall have 2 layers of Gold Bond Brand 5/8"XP Fire-Shield`C' Walls(2x6) R-35 specified in Section 15 of this specification.Use"Cor-a-vent"V-300 Gypsum Board on all ceiling surfaces and structural members. Unit A: Existing HVAC Air Handler Ceilings(2x6) R-38 7.9.2 Use"Cor-a-vent"Roof-2-Wall model at roof and wall intersection. Location: Basement(conditioned) 10 12 14 16 Ceilings(2x8) R-50 9.1.3 Furnish and install 1/2"XP Gypsums Board along entire ceiling of unfinished Service: Entire existing residence Ceilings(2x10) R-66 DIVISION 8-WOOD DOORS/WINDOWS & HARDWARE basement. Design Status:Disconnect from existing second floor to service entire first Section 8.1 -EVood Doors& Hardware floor. 7.2.5 Provide 1"Foamuular 250 Rigid Foam Insulated Sheathingtwirl square edges 8.1.1 Interior Doors:Provide prehu ng, 1-3/8"pine doors. Doors shall have full 9.1.4 General contractor shall apply three coats of spackle to gypstun board and treat or with an R-5 as manufactured by Owens Corning on all exterior walls. Closely jambs,colonial stops and fiully mortised hinges(hinge finish as selected by sand surface to match the existing finish texture to meet satisfaction of architect Unit E: New 2 Zone HVAC Unit follow manufactures installation instructions. All joints shall be left untapped. owner). Face panel to match existing raised or flat panel. Verify panel style with and owiner's painter. Location: New Attic(inn-conditioned) This layer shalt be installed over the Tyvek layer as specified in division 7.3 Owner prior to ordering. Hardware shall nnatch existing. Service: Zone 1-Primary Bedroom Suite below. 9.1.5 All painting,interior and exterior,shall be by otvmer unless othenvise noted in Zone 2-Balance of Second floor. 8.1.2 Provide hardware allowances as follows: these specifications. Design Status:New(see specification below) 7.2.6 Provide 2"Foamular 250 Rigid Foam insulation as rnnanuufachured by Owens Per lockset,anterior door S80 Corning w/R values as follows: Per pair lockset for pair of interior doors $100 9.1.6 Perfectly patch all wall,ceiling and trim surfaces as required to be ready for paint 1.5.1.2 Disconnect and cap entire existing HVAC duct system to second floor and above. Per lockset exterior door S700 by owner including removal of existing wall Tuners. Cap all disconnected ducts as close to main trunk as possible. Plug all(roles in Under Slab R-10(1 Layer) Per pair lockset for pair of exterior doors S800 floors and walls flush and level as required with materials to match adjacent Section 9.3-illarble/Slate/Ceramic Tile surfaces. Verify that existing HVAC unit will maintain miniuu m design criteria 7.2.7 Provide 1.SS"Tlnennax insulation rigid foam insulation as nnamufachued by Replace all locksets in existing to remain doors,utilize above allowwances. 9.3.1 Standards:Adhesive and grout materials and installation standards of the as outlined below-notify Architect of any discrepancies prior to comnnencennent DO�'t %v/R values as follows: American National Standards Institute(ANSI)and Handbook for Ceramic Tile of work. Extend existing HVAC unit unto all new and renovated first floor Crawl Space Walls R-10.1 (1 Layer) 8.1.3 Pocket door hardware shall be 1750 series with ball bearing hardware and jamb Installation by the Tile Council of North America,(current Edition)apply to the spaces. See specifications for nets unit to service second and all other kit as manufactured by A R F Wood Products,bnc. Hardware is available at work,except as otherwise noted_ floors/rooms as specified below. Home Depot. 7.2.8 Provide 3"thick sound attenuation blankets at all partitions surrounding and 9.3.2 Contractor to provide ceramic tile installation at all areas as indicated on the 15.1.3 Install new electric fired HVAC unit as manufactured by Trane,Lenox or Carrier floors below bathrooms and arotund all water and sanitary pipes. drawings. Tile and grout as selected by owner. Tile at floor and wall conditions with electronic prograrrmnable learning thermostats as manufactured by Nest(I- Section 8.2 Windows and Sidelites shall be set in troweled Iatex portland cement mortar. Sub-straight shall be as 855-469-6378 or www.nest.coun). Spray paint roof penetrations flat black(verify 7.2.9 All caulking shall conform to F.S.TT-C-598 Grade 1,color to be selected by - follows: with manufacture that painting penetration is acceptable).(Units in attic and crawl Architect. 8.2.1 All windows to be Pella wood primed SDL Architect series tvith'i2"thick insulated glazing(argon filled,Low-E)and fiull height screens. Include standard spaces shall be horizontal units. Attic units shall be suspended from ceiling with finish hardware and screens for casement tutits. Window locks for double hung Floors: Direct adhere over 1/4"cement backer board a threaded rod and tmistrut system.) Include the following: 7.2.10 Seal all thresholds in sealant. Caulk and seal all windows,doors,and jousts. units shall be finish as selected by owner. Windows shall not have any finger (no or equals)installed as per manufacturers directions to routes and no sash palls(withdraw sash pulls from shipment). All exterior casing r achieve a flush floor condition Cleaner: Aprila •e 2000 Series,Model Size as required Air Cleaner with - Section 7.3-Siding _f..� � Walls: Direct adhere to /2"cement backer board. MERE 13 Filter(leave two spare ivIERV 13 air filters on site for ��GFLED q,�, trim and sills to perfectly match existing;verify-in field. Sizes as noted on the o�vrners future use). r�� C 7.3.1 Provide siding as indicated on the drawings installed over"Tyvek House-wrap". Shower Area: Direct adhere over cement backer board ) ♦ drawings and as per field dimensions. Contact Doug Manfredo at Pella Doors Rc C? N�PETER Including layer of"Tyveke StuccoWrap"above"Tyvek Housewrap"below ,. (no or equals)installed as per manufacturers directions �i �'� ,�. ktF (�`• Windows (862)-223-3647 ,;� �s �. ,{ s n stucco finish and stone veneers_ Closely follow manufactures installation Shower Floor: Direct adhere over ceunentious sloped base(sloped to drain) 15.1.4 Perforniance/Efficiency Requirements: requirements. If continuous rigid foam insulation is utilize substitute"Tyvek FIELD-`'ERLFI'ALL WINDOW ROUGH OPENINGS In FIELD«'ITH j ARCHITECT BEFORE FINALIZING ORDER WITH %N'Il\DO�'4' over rubber membrane over eementrous sloped base Heating System must maintain anterior temperature o£ Sttuccol),rap"for"Tyvek Housewrap" (sloped to weep holes)See detail on A-sheets. 70 degrees F at 0 degrees F ambient temperature. VENDOR. tit- Cooling System must maintain interior temperature of: 7.3.2 Siding shall match existing 9.3.3 General Contractor shall install rouble saddles at all door openings where marble g $' temperature. - 75 de tees F at 95 de Tees F ambient 8.2.2 Refer to elevations for transom locations. -� Q- or the has been selected,see plans.Style as selected by owner. 'T� �'27Ls3 0 Section 7.4-Shingle Roofing • Furnace efficiency(Conditioned Basement) 90°ro AFUE minimum. 8.2.1 Tags related to windows and sidelights on the architectural drawings are clear-glass dimensions. Section 9.4-Painting Condensing Unit SEER rating 16 SEER, 13EER mininnum. 7.4.1 Fiberglass Deck Roof- FOR DOUBLE HUNG UNITS:Add approximately 6"to iiddth and 7"to 9.4.1 Contractor shall include priming of exterior trim prior to installation,exterior Fiberglass roof(color as selected by Architect)over clean and dry 3/4" APA doors and fascia/soffit boards,with one coat of Benjamin Moore Fresh Start • Furnace efficiency(Un-Conditioned Attic) 80%AFUE minimum. height(plus 2 times glass size)to get unit dimension sizes. J Rated T&G Sheathing 32!16,A-C,Group 1,Exposure 1 installed as per D.R. " , acrylic latex 023 and Painting of MasterSeal 583 on basement walls. Condensing Unit SEER rating 16 SEER, 13EER minimum. FOR CASEMENT UNITS:Add approximately 6 to width and 6'to height } ( ) Fiberglass Surface Application sheet with miscellaneous framing as required to to get unit dimension sizes match plan and elevation specs.,anct/or provide a niiuinnum of'/-a'per foot slope 9.4.2 Seal all new finll basement walls and gat-age walks with a water-proofing 15.1.5 Materials:ductwork shall be constructed so as to conform to SMACNA. (plans and elevations shall have precedence). Closely follow D.R.Fiberglass 8.2.2 `NEB" on architectural drawings are new construction windows sized to fit membrane paint(MasterSeal 583)and seal concrete garage floor with Behr Surface Application sheet in all respects to,but not limited to, surface(wall and within existing window rough opening. Provide new ulterior exterior casing concrete&garage floor paint: 1 part epoxy acrylic. roof)preparation and fascia installation. All deck posts shall be Cedar and ` 11 13 1.5 17 S r - 1 ro A r 7 r' 'I r 0 A u8 1 1 OA - )" o o T ® 3 � 9 9 DATE 09/29/2022 PltORCf NO 17052 SHEET 3 OF 14 FRIED/0'BRIEN 9 _V, L rl 0 HY L S 1J -1 W 0 Rl "EN 1 5 00 i6- 9D & _j1L k 0 OA 0 0 A ' -i,- _JL_J y -,A L i 0 15.1.6 Run all new ductwork around perimeter of all crawl spaces,basements and attic 16.1.4 Furnish and install new 100 amp sub panel for new work. Premitun Series,Classic elegance;.0349-04,include all hardware and closer(1- areas(so as to maximize usable floor area). Verify proposed ductwork 800-352-3360). locations with Architect prior to fabrication and installation. 16.1.5 Label circuits on circuit breaker panel. Door Schedule Dotes: 15.1.7 All H.V.A.C. duct tape for both rigid and flexible duct work sealing shall be 2 1/z" 16.1.6 All RX wiring with plastic boxes. All doors(unless otluenvise noted)shall be Simpson as supplied by Reeb Millwork wide Nashua 324A conformino,to U.L.181A-P(Nashua 800.248.7659)no or Corporation. Contact Steve Gerard(201-376-1814) equals. Seal all joints and corners,including prefabricated joints and longitudinal 16.1.7 Verify all device locations with owner and architect before wiring. seams. All insulated glazing sluall be''/2"thick argon fulled only:no Low-E glass 16.1.8 All switches,receptacles,and plates are to be"Decora"series by Lightolier or 15.1.8 In cases where the HVAC unit is located in the attic or the second floor,run all equal_ Provide dinuners as indicated,color as selected by owner. Refer to elevations for transom locations. control and refrigeration lines inside the exterior wall to the compressor on grade, cut and patch wall surfaces as required. 16.1.9 Install new"Decora"deices in existing to remain electrical device and outlet All Simpson doors shall be bored to receive traditional hardware manufactured by others locations. (do not utilize Sitnpson's three point locking system hardware) 15.1.9 All ductwork branch take-offs are to be complete with balancing dampers. 16.1.10All do-,vn-light frame in kits in insulated ceiling conditions shall be"insulated Plumbing Fixture Legend and Motes 15.1.1OG.C.to furnish and install ductwork as required,to exterior,for kitchen exhaust ceiling"type housings for buried in insulation conditions. Tag Description supply and makeup air. 16.1.11A1i light fixtures shall have LED bulbs sized as required with color temperature of A Toilet—Toto toilet MS8541149 and seat(elongated model). 15.1.11 G.C.to furnish and install insulated(nuui.R-6)ductvork, as required,to exterior, 2700k and Color Rendering Index of 93, these bulbs are manufactured by FEIT B Med cabinet—Furnished by owner,installed by GC. for bathroom exhaust fans. Electric, vmw.feit_conn. C Vanity-Stone top with built Kohler K-2214(18"x 12")rectangular 15.1.12AI1 ducts im the outside walls and unconditioned areas shall be insulated with 1" 16.1.12Ait light fixtures furnished by owner shall have bulbs fiunished by owner uundenmouunt sink on wood cabinet allow S400/linear foot,allow S600 per thick fiberglass wrap with vapor barrier. faucet 16.1.13General Contractor shall furnish and install 11OV thermal photoelectric smoke D Stall shower-the shower floor,ceiling and walls with chrome-framed 15.1.13New diffuser locations shall be as follows: detectors u glass enclosure with 6"soffit to match curb below. Allow S600 forn each bedroom and at each level(two at corridors greater than 10'-0" mixing valve. First Floor: Diffiuers shall be wood,located in floor. long)with battery backup(or as indicated on drawings,whichever is greater). E Shower-tile shower with built in one piece marble seat to match See wood grill specification. Connect units in tandem with each other. Detector units small be a minimuun of countertop, Allow 53,500 for Mr Stearn steam rbleinit with Butler Stearn Second Floor: Diffusers shall be painted metal,located in ceiling. 3'-0"away fiom any bathroom door,HVAC supply grille,and HVAC return Shower control package, tempered glass frameless enclosure t grille. Units in bedrooms shall be no closer than 4"to any side-wall and no soffit which nnurors curb below with clear vinyl seals and 2'-4"door. firther than 3'-0"away fionn the bedroom door. If system requires greater than Allow$2,500 for mixing valves,3 diverter valves,one shower head,one Field verify all diffuser locations with owner and architect before 12 devices, a low voltage system with a fire alarm panel must be installed. Lowdeluge head and two body sprays. installation.Align diffusers with centerline of light fixture and coordinate voltage system to be firnislued and installed by owner. Submit cut sheets for F Master lays. -Kohler K-2214(18"x 12")rectangular undennount sink with architect. alarm panel and all devices to building department for approval. allow$600 per faucet,allow$750 per linear foot(see plans for size)for 15.1.14Replace all existing grilles to remain in entire house with new grilles. 16.1.16General Contractor shall furnish and install 110V smoke/carbon monoxide marble tops and wood cabinet. detectors within 10'or less of each bedroom and one at each Ievel with battery G Full width frameless mirror with fi•anneless tried.Cabs. Make units the same size as the cabinet and top below. 15.1.15A11 grilles in wood floored spaces shall be flush mount,wood,species to match backup(or as indicated on drasvings,whichever is greater).Connect units in H Relocated s the c whirlpool-allow S 1,000 if built in($2,000 if flooring material,by Cape Cod Air Grilles,(508)-394-8700. tandem with each other Detector units shall be a minimum of 3'-0"away fiom Relocated attding)for filler valve,provide 1,amp dedicated electrical line. any bathroom door,HVAC supply grille,and HVAC return grille.If system IS.1.161nstall(one)new Premium Plus All Season High Powered Roof-Mount Power requires greater than 12 devices, a low voltage system with a fire alannu panel Vent model ASR-HP as manufactured by Air Vent Inc.(800-247-8368)with must be installed. Low voltage system to be fiunislued and installed by owner. PPPFlovtvig Material Legend automatic thermostat'huurnidistat control tin each roof attic space which is isolated Submit cut sheets for alarm panel and all devices to building department for from adjacent attic spaces. Color as selected b.o_to nnatch roofing material. approval. Tag Description Muninmuu power vent quantity shall conform to one vent for every 2100 sq.ft.of second floor space. Locate all power vents on rear and/or concealed elevations 1 3,4"thick Select grade,strip oak flooring,red or white to match existing. when possible-never on front elevation.Power vents shall be wired to smoke la Sand and Refinish existing wood flooring,see section 9.5 of this specification for further information 18 20 22 detection system so as to automatically cut off if smoke detection system is 16.1.17Install a nntlti-tone door-bell and button(s)as Furnished by Owner at all new and 2 Ceramic tile:allow$500 for tile and grout only.Extend tile on floor only. activated. Provide power as required. existing single exterior doors including the front door and excluding the garage Seal at completion of work. man-door. 3 Ceramic tile: allow$1500 for tile and grout only.Extend tile on floor and Section 15.2-Plumbing full height on walls in tub!shower area. Furnish and Install(1) 11"x 14"x 15.2.1 General:Provide design build plumbing system to confomn to the National 16.1.18hustall hardwired telephone line on each floor,coordinate location in field with 3-3/8"clr.depth shower niche as manufactured by KBRS,Inc(866-912- Standard Pluunnbing Code and applicable requirements of any local codes luavnng owner. 3211).Seal at completion of work. jurisdiction. 4 Marble: allow$3000 for the and grout only. Extend tile on floor,tub 16.1.19A11 decorative fixture(lighting legend items 7 and 8)shall be located after check,fifty-six inches up walls. Full height on walls in shower area. 15.2.2 For Kitchen alteration projects:in addition to as indicated on the drawings, gypsum board has been installed,with owner and architect. Furnish and Install(1) 11"x 14"x 3-3/8"clr.depth shower niche as furnish plumbing as required for dishwasher,garbage disposal,refrigerators, manufactred by KBRS,Inc(866-912-3211).Seal at completion of work. oven,range,instant hot,pot filler. 16.1.18Prinnary bath shall have radiant tinder-floor heating system by Stui Touch Inc., Nviv v.suuntouch.conn. Standard Mats(under tile). Provide power as required. 15.2.3 All waste sluall be no hub cast iron,vent pipe shall be P.V.C.and vent penetrations Supply and install Digital Programmable Sun Touch FloorStat. Install as per through roof shall be copper;all water risers shall be%"copper with'h"copper manufacturer reconmrendations including using cement based thin-set. Review supplies(plastic piping is an approved substitute). If plastic piping is utilized manufacturers video prior to installation Provide and utilize one"Loud Mouth" provide manifold in mechanical room with luonnennus to all locations and separate circuit and ground integrity alarm. Utilize as per manufacturer directions and shutoffs. All gas piping shall be black pipe or trac pipe. All copper piping shall give alamu to Owner at completion of work. be Type`L'. Size as required. - Exterior/Specialty Door Schedule 15.2.4 Furnish and provide two new 12"frost-free sill cocks as required. Co-ordinate Tag Description locations in field with Owner and Architect. A 3'-0"x 8'-0"Simpson Metropolitan Series solid 1 3/4"thick Mahogany raised 15.2.5 General Contractor shall have a certified chimney inspector,inspect all existing to panel door with matching Mahogany jambs, (1) 1'-4"+/-(fv.)double pane SDL remain flues for compliance to the building code and provide an additional cost to Mahogany sidelights and 7/4"thick high dam Niahogany saddle(firlly tape the ouvRuer without markup to modify the flue if work is required. saddle with blue tape to protect from weathering until painter seals with exterior grade polyurethane). Include storn/screen door as manufactured by Larson 15.2.6 Refer to Detail 8 on sheet A-1 for H.W.H.aquastat&zone valve diagram detail. Stoma Door Company,Full-view Premium Series,Classic elegance.349-04, -- 15.2.7 Furnish and Install 75 Gallon Power Direct Vent quick recovery water heater by include all hardware and closer(1-800-352-3360). ;�_^ED AO Smith or equal. N Y PET 1C'S' q ER B (2)T-O"x 8'-0"Simpson Performance Series(outswing covered application), �� 'f��, DIVISION 16-ELECTRICALIFIRE LIFE SAFETY double pane SDL french doors with hood T-Bar astragal and Ives models 262 �� 'M '•!I (P n� Section 16.1—General recessed flush bolts top and bottom(verify finish with owner)and 7/4"thick high ,,• W 16.1.1 General:Provide Design/build electrical system to comply with the National dam Mahogany saddle(fully tape saddle with blue tape to protect fiom Electrical Code,Underwriter's Laboratories and all other authorities having weathering until painter seals with exterior grade polyurethane).Include jurisdiction including the installation of ground fault outlets,tamper proof outlets stone/screen door as manufactured by Larson Storm Door Company.Full-view and arc fault protection, including the installation of outlets and switches in Premitun Series,Classic elegance#349-04,include all hardware and closer(I- O� locations that are not indicated on the documents however are required to 800-352-3360). N \. comply with the requirements of the building codes. C 20'-0"x 8'-0"Pella double pane SDL 5-part sliding door and 2"thick oak saddle. 16.1.2 For Kitchen alteration projects: in addition to as indicated on the drawings, Verify hand with owner before ordering. furnish electrical as required for dishwasher,microwave oven,hood,garbage disposal,refiigerator,oven,range,instant hot,wine cooler. D 2'-6"x 7'-0"Simpson Metropolitan Series double pane SDL french door and 7/4" thick high dams Mahogany saddle(fiully tape saddle with blue tape to protect fi•onn 16.1.3 Furnish Lighting fixtures as indicated on the"Lighting Legend"(No weathering uuntil painter seals with exterior grade polyuurethane).Include Substitutions)and provide appropriate lamps for specified fixtures. stone./screen door as manufactured by Larson Storm Door Company,Full-view 19 21 23 3 6- 1 A _\4 r S 7 y 6- L_J i)L L L _11 L T S 8 A '- �_ . L_ _j --!'-J' S 0 - _J S A ROA � 0 9 9 S W I _ L_J T - 4 DATE 09/29/2022 PROJECT NO 17052 sa m 4 OF 1 i FRIED/0'BRIEN NOTCH 2.0E G-P LAM L.V.L(S) AND STAGGER 0 STEFI- PLATE(S) AS REQUIRED FOR STAGGER 0 6" 12' 16" O.C. ROOF RAFTERS (1/3 TOTAL DEPTH 16" O.C. 12" 6" 1 -- RIDGE. SEE PLAN FOR DETAILS. MAX. MAX. MAX.) AX. MAX. 1 X PINE FASCIA PRIMED -- ) `. BEFORE GUTTER INSTALLATION, % .F PROVIDE NON CONTINUOUS _ BLOCKING AS REQUIRED. o 0 0 0 0 ` o SEE NOTES BELOW _ _ _ _ _ _ HEAD HEIGHT MEASURED_ SEE NOTES BELOW NOTCH RAFTER AS REQUIRED (DO -' - - - -' - - - - FU pk B NOT H RAFTER FOR SIMPSOREQUIRED FROM FINISHED FLR TO U DER IDE OF FRAME NEW 2 x RAFTERS. SEE PLAN o o a .E FACE MOUNT JOIST HANGER FOR DETAILS. N N o SIZED AS REQUIRED. _ SEE NOTES BELOW MIN. BEARING AT 1/2" DIA STEEL NUT, BOLT, & EACH SUPPORT TO WASHER AT EACH SIDE � a z TO WINDOW z L W KLESSE FORBES ARCHITECTS CONTINUOUS VINYL ZERO-CLEARANCE S-400 COLLAR TIES FASTENED WITH (4) BE (2) 2 x 4's IXCEEDLDIA OF BOLT. {TYP.). � LU 38 CHATHAM ROAD STRIP VENT SOFFIT VENT AS MANUFACTURERED 10d COMMONS AT EACH END. N �i BY CORA-VENT 800.837.8368 AND INSTALLED SIMPSON HURRICANE ANCHOR MODEL SHORT HILLS, NEW JERSEY 07078 AS PER MANUFACTURERS INSTRUCTIONS. H2.5A (DIRECTION AS REQUIRED) AT TYPICAL BEAM BOLTING LAYOUT PHONE (973) 379-6602 EVERY RAFTER / WALL INTERSECTION. 2 ^ - - KLESSE.COM SCALE- 3/4" = 1'-0° " TIMOTHY P. KLESSE, AIA, ASID ALTERNATE OVERHANG DETAIL EXTEND ICE AND WATER SHIELD c 1 d FROM ROOF TO MIDWAY OF GIRDER SEE NOTE FOR MAX. D(A._ SCALE: 3/4" = 1'-0" FASCIA BOARD BEHIND GUTTER. JOIST a a a �" NJ 09204 NY 027863 NEW .032 ALUMINUM GUTTERL_ =F- ROBERT W. FORBES AIA, LEED AP COLOR AS SELECTED B.O. W SIDING TO PERFECTLY MATCH EXISTING, 01 -6" MIN.o 6 o _ _ _ _HEAD HEIGHT M_EA_SU_RED _ _ _ _ NJ 21AI01962600 TYVEK, 1/2" C-D PLYWOOD SHEATHING, � -� m MAX. VERTICAL OFFSET � FROM FINISHED. FLR TO UNDERSIDE OF FRAME 2 x 6's ® 16" O.C., R-19 BATT & z 1/2- GYP. BD. INTERIOR. 5E ALTERATIONS TO RESIDENCE OF: GUTTER, FASCIA, TRIM, SOFFIT AND (2) BORATE TREATED 2 x 6 SILL OVERHANG TO PERFECTLY MATCH (2) 3/8" THK. x 1/2" LESS THAN GIRDER DEPTH x 1'-6" LONG (ONE ON PLATES OVER SILL SEALER EACH SIDE AND CENTERED IN ALL DIRECTIONS) STEEL PLATES W/ (6) 3/8" = 5 Mr. Fried & Mrs. O'Brien MATCH EXISTING EXISTING = c, 1-1/2" RIGID FOAM, 2 X DIA. BOLT, WASHER, & NUT ASSEMBLIES (A307) 1 3/8" FROM EACH SIDE ON e _ 2's 0 16" O.C. FURRING ____\ 6" CMU ALL CORNERS AND AS INDICATED. THIS ASSEMBLY OCCURS AT EVERY JOIST o � ® 1050 Hyatt Road STRIPS. AND GIRDER CUT THROUGH WITH ANY PIPE GREATER THAN 20 BUT UP TO 3" 2 _ IN DIA. WITH HOLE DIAMETER EQUAL TO 1/2' PLUS PIPE DIAMETER CENTERED o a 2 Southold, NY 11971 IN EACH STEEL PLATE. ANY BEAM LESS THAN 11 7/8- IN DEPTH AND ANY DOOR HOLE LARGER THAN SPECIFIED MUST BE SPECIFICALLY ENGINEERED. of o 8' CMU TYPICAL MICROLLAM LVL & PARALLAM PSL r - PENETRATION GUSSET DETAIL&SCALE: 4 VERTICAL SECTION FOR TYPICAL HOLD DIMENSIONS 3 4" = 1'-0" NOTE: THIS DETAIL APPLIES TO ENTIRE SCOPE OF PROJECT. ALL HOLES AS SCALE: N.T.S. PROVIDE CONTINUOUS SOLID /BLOCKING UNDER ALL LOADED SPECIFIED ABOVE SHALL RECEIVE GUSSETING AS INDICATED ABOVE. FILL TOP COURSE WITH CONCRETE AND BLOCKS WITH POST CONDITIONS AS INDICATED ANCHORS. 1/2" DIA X 36" PAB (PRE-ASSEMBLED ANCHOR ON ALL FLOOR PLANS. 1/3 0 1/3 1/3 (2) 2" x 4" P.T. BOLT) BY SIMPSON STRONG TIE, PROVIDE A MIN. OF 2 SILL PLATE ANCHOR BOLTS PER SECTION OF SILL PLATE AND PLACED MAX 2" DIA 3/8" CLEAR SPACE In 12" FROM END OF EACH SECTION OF PLATE; INTERMEDIATE 3 8 PLYWOOD SUBFLOOR BOLTS PLACED A MAX. OF 4'-0" O.C. SUBFLOOR AND FINISH FLOOR SEE PLANS FOR DETAILS LVL GIRDER FLUSH FILL TOP COURSE WITH CONCRETE AND BLOCKS WITH SIDING TO PERFECTLY MATCH EXISTING, " 6" WITH FLOOR SYSTEM ANCHORS. 1/2" DIA X 18" ANCHOR BOLTS EMBEDDED TYVEK, 1/2" C-D PLYWOOD SHEATHING, SEE PLAN FOR SIZE 15" DEEP INTO CMU, PROVIDE A MIN. OF 2 ANCHOR 2 x 6's 0 16" O.C., R-21 BATT & 1/2" W 2X DIA. OF LARGER HOLE GYP. BD. INTERIOR. BOLTS PER SECTION OF SILL PLATE AND PLACED 12" M FROM END OF EACH SECTION OF PLATE; INTERMEDIATE TECO HANGER SIZED AS BOLTS PLACED A MAX. OF 6'-0" O.C. MICROLLAM LVL & PARALLAM PSL BEAMS 2 x 's Is REQUIRED REFER TO BEAM MANUFACTURERS LITERATURE FOR FURTHER INFORMATION. CONTACT ENGINEER FOR HOLES EXCEEDING 2" DIA 1/2' GYP. BOARD CEILING 1/3 113 1/3 ED SRC ALTERNATE SILL DETAIL 1 C SCALE: 3/4" = 1'-0" THIS ITEM IS TO BE INSTALLED FLUSH IN CRAWL SPACES ONLY. (2) BORATE TREATED 2 x 6 SILL PLATES r�r.h OVER SILL SEALER R-30 BATT FOIL FACED 3/8" CLEAR SPACE ' !� SEE DETAIL 1 ON SHEET A-1 INSULATION FOR TYPICAL SIDING AND FILL TOP COURSE WITH CONCRETE AND BLOCKS WITH 2 X D1 D1 3/8" PLYWOOD SUBFLOOR " EMBEDDED 15" SUBFLOOR AND FINISH FLOOR SEE INSULATION INFORMATION ANCHORS. 1/2 DIA. ANCHOR BOLTS EMBEDD DEEP INTO CMU, PROVIDE A MIN. OF 2 ANCHOR (-JOISTS PLANS FOR DETAILS `mow^" •�' LVL GIRDER FLUSH �,r� (1) BORATE TREATED 2 x 6 SILL BOLTS PER SECTION OF SILL PLATE AND PLACED 12" REFER TO JOISTS MANUFACTURERS LITERATURE FOR FURTHER INFORMATION. " 6" WITH FLOOR SYSTEM PLATE (RIPPED AS REQ.) OVER (1) FROM END OF EACH SECTION OF PLATE; SEE PLAN FOR SIZE 2 x 6 SILL PLATE OVER SILL 8.75" HOLD INTERMEDIATE BOLTS PLACED A MAX. OF 6'-0" O.C. 6" ;' " SEALER R n CLR �, MAX DIA 1/3 DEPTH OF JOIST �CLR LEGEND OF CONSTRUCTION -GRADE SOLID GROUT BLOCK VOIDS AT VERTICAL a TECO REQUIRED HANGER SIZED AS KEY MESH OR DUROWALL REINFORCING IN REINFORCING STEEL, TIE BARS IN PLACE m 2 x 's 's EXIST. PARTITION TO REMAIN PRIOR PLACING CONCRETE _ z ALTERNATE BLOCK COURSES. BOND WALLS 12' CEMENT PARGING, TERRA DRAIN PREFABRICATED � TOGETHER AT INTERSECTIONS. FILL VOIDS IN / 1/2• GYP. BOARD CEILING EXIST. PARTITION TO BE REMOVED DRAIN SYSTEM FILTER FABRIC (800-438-0027) o NEW PARTITION TOP UNITS WITH CONCRETE. FILL CORE OVER TUFF-N-DRI H8 WATERPROOFING MEMBRANE. = SOLID AND ADD REBARS AS INDICATED IN 3 M7777=1 NEW 2 x 6 PARTITION BLOCKING AS REQUIRED 'STEEL REINFORCING SCHEDULE" BELOW WATERPROOFING MEMBRANE APPLIED 60 MILS (WET) AS TO ALLOW FOR FINAL DRYING THICKNESS OF 40 Z CONVENTIONAL FRAMING N NEW 42" HIGH PARTITION ALONG ENTIRE WALL MILS. FOLLOW MANUFACTURERS SPECIFICATIONS AND o 8" CMU IN FLOOR CAVITY INSTALLATION REQUIREMENTS. 4 RECESSED NEW INTERIOR BEARING PARTITION ALTERNATE DIRECTION OF HORIZONTAL CROSS HATCH REPRESENTS AREA WHERE PENETRATION MAY OCCUR BRICK / STONE LEG, SEE REINFORCING SCHEDULE 1'-0* WIDE CMU, UNLESS OTHERWISE NOTED, ON (1) 2 x 4 P.T. SILL PLATE BELOW FOR SIZE AND SPACING, TIE CONTINUOUS 1'-0" x 2'-6" 3500 PSI CONCRETE W GENERAL NOTES TYPICAL �—�LIM�11RDER�DETIIL. ® 4 x 4 POST PROVIDE SOLID AS BARS IN PLACE PRIOR TO PLACING FOOTING W/3 CONT. #4's & j4's 0 16" D.C. W/ J 0IST PENETRATI0N LOCATI0N DETAIL DETAIL APPLIES TO UNIFORM LOADS ONLY, ® 4 x 6 POST REQ�SEE DETAIL 1 ON SHEET A-1 FOR CONCRETE SLOPED TOP AT EXTERIOR SIDE. W CONSULT ARCHITECT AND STRUCTURAL 6 " ❑ POST ABOVE TYPICAL BLOCK WALL INFORMATION N NOT TO SCALE ENGINEER FOR ALL OTHER CONDITIONS. SCALE: 1 = 1'-0 "3/4 CONTINUOUS GAP W/ TERRA DRAIN 4" CONC. SLAB W/ s6 x ee wwM., 6 ARCHED OPENING MIL VAPOR BARRIER, 2' UNDERSLAB RIGID `,a FILTER FABRIC INSULATION, OVER 4" COMPACTED `14 (3) 1" DIA. HOLES AT EACH BOTTOM BLOCK -= --- -� _s.a�l a 2Gu1PE CN—S TO==avc CONOENOnT10F BEDROOM 1 ROOM NAME ALTERNATE SILL DETAIL GRAVEL & COMPACTED FILL (IN THIS TO DRAIN CORE. �w� WSCE VFM N R COMIENOATON9 ,he (2) 1-1/2" SCHEDULE 40 PVC PIPE W/ — - 1 b ORDER) "" 1 "i` , ; ft""`""`'"""" CHECK VALVE AS REQUIRED BY CODE SCALE: 3/4" = 1'-0" PROVIDE 2 X 4 KEY IN FOOTING FOR LATERAL v art, ,,m," �.1.>m t"11..E J1 ' »� rc X FLOOR/PLUMBING (SEE SPEC.) n tFaj,nh�"TWA•q..,l MprtvlMt 'IYI !1" 11"MI.d ,DI a \[rttt.'o•M.F++we,it C mmF fllem,b �^ �'"M •°"'° ICE GUARD ANTI-FREEZING SUMP `�' RESISTANCE. FILL KEYWAY & BOTTOM COURSE "o_• " �i g'_p• CEILING/WALL HEIGHT ":.:�"��"s=:.` PUMP DISCHARGE LINE SYSTEM AS a SOLID W/ NEGATIVE PITCH TOWARDS DRAIN HOLES _ - MANUFACTURED BY BASEMENT CD AS INDICATED. ? _ ' ' �` SYSTEMS , 800-638-7048. 2'-3" CEILING ALL HEIGHT Z Z „�•- - - _ POINT SIDING TO PERFECTLY MATCH EXISTING OVER, o BEAM CONFIGURATIONS: i.,_ -- - 36" WIDE WINTERGUARD W/ 2'-0- WIDE Elf as o - J I' - ,i�., GRADE FLUSH RECESSED SEMI-RECESSED DROPPED P.T. PLYWOOD BOTTOM BAND OF 1/2" a SHEATHING W/ REMAINDER CONSISTING OF ---'"' � 1 z CLEARANCE TYVEK 1/2- C-D PLYWOOD SHEATHING, 2x4'S o`t" 'a o,d a a it o z 0 16" O.C. W/ R-15 BATT, AND 1/2" a° _ —� ,.., , �.M,.... Of GYPSUM WALL BOARD INTERIOR �;- T( _ _ All structure as Indicated on plans Is for floor above rr; y'`j 3/4" CONTINUOUS GAP W/ TERRA P.T. RIM JOIST — c ~�` �=-=� �- DRAIN FILTER FABRIC This document: and the ideas and designs incorporated herein, 4, GRADE 4" PERFORATED SCHEDULE 40 PVC 0 ALL SIDES SET "=E A-0_��.;, .:, ,, as an instrument of professional service, is the property of IN GRAVEL W/ CONTINUOUS FILTER FABRIC WRAP. o."" =' == =` :=" C"" ` -- (3) 1" DIA. HOLES AT EACH BOTTOM Klesse Associates P.A. and is not to be used in whole or in part 3 2'-6' U.O.N. WHERE GRADE PERMITS, EXIT TO STREET OR DRYWEIl DETAIL APPLIES TO FIBERGLASS BATT INSULATION ONLY BLOCK TO DRAIN CORE without the written authorization of Klesse Associates PA (2) BORATE TREATED 2 x `oI INCLUDING BACKFLOW PREVENTION AS REQUIRED. ALL 6 SILL PLATES OVER SILL UNDISTURBED EARTH. 4!OTHER CASES SHALL TERMINATE INTO SUMP PUMP WITH VENTILATION & VAPOR BARRIER REQUIREMENTS RANCOR 19 GALLON SUMP WELL & LOCKABLE SEALER '7 COVER WITH 1/2 H.P. ZOELLER FLOW-MATE SOLID SCHEDULE 40 PVC PIPING THROUGH 1/2' CEMENT PARGING WITH GALVANIZED FOUNDATION WALL SCALE: N.T.S. MODELM137. ALSO BATTERY BACK-UP N0. REVISION DATE METAL LATH FASTENED TO BLOCK OR P.T. PUMP MODEL JBSP25 BY BLUE ANGLE PUMPS SHEATHING, OVER 36 WEATHER WATCH AND WATER POWERED BACK-UP PUMP BY REFER TO DETAIL 1 ON THIS SHEET DRAIiING TIME WATERPROOF UNDERLAYMENT. OVERLAP FURTHEST FIXTURE FROM HOT WATER HEATER LIBERTY MODEL SJ10. PROVIDE ELECTRICAL FOR EXTERIOR WALL NOTES. SECTION AS SPECIFIED WATERPROOFING MEMBRANE STEEL RMFOYMT11IN S CHE•D. HOT COLD CONNECTION AS REQUIRED.OUTLET(S) OAND DOMESTIC WATER LINE NE AS SPECIFIED IN DETAIL 1. 4' PERFORATED SCHEDULE 40 PVC 0 DETAILS o _ ENTIRE PERIMETER SET IN GRAVEL AND SEE DETAIL 1 ON SHEET A-1 FOR RETAIN HC1T. STL.REQ'T? Z TERMINATING AT SUMP PUMP. IF � � M��S 3" DRAWING IS AT FULL SCALE TYPICAL BLOCK WALL INFORMATION 1 71t12"T3IY' IF THIS LINE MEASURES 1-1/2" DRAWLING is AT 1/2 SCALE ro j COLD SUPPLY I \\ LESS THAN&-0" NONE W = 1 a DATE:6'-0'TO 7'•-0" 04 AT4OR a 09/29/2022 io r - 7-0"'tl 8'-0" `F4 AT32" 3 a - — — Z — — — - S'-0•TO9'-0" 04AT24" SCALE: (4) 5 REBARS U.O.N. (4 PLANS �''0"TO 10'-0^ I AT tfi Q HOT WATER HEATER ° a ° eQ4• a 4' PERFORATED SCHEDULE 40 PVC 0 ALL AS NOTED 6" 16" 6" OR. M AT24" HONEYWELL TRADELINE a SIDES SET IN GRAVEL W/ CONTINUOUS FILTER ALTERNATE SILL DETAIL STAGGER BLOCK OR 97AT32" `'' JL6006C-1018 AQUASTAT FABRIC WRAP. WHERE GRADE PERMITS, EXIT DRAIN BY: COURSES AS INDICATED 1a-o"TO 1114r N AT Ifs j CONTROLLER SET AT 857 TO STREET OR DRYWELL AS REQUIRED. ALL A.F. 1 Q SCALE: 3/4" = 1'-0" PILASTER NOTES OR FR AT24" OTHER CASES SHALL TERMINATE INTO SUMP w ONEYWELL MOTORIZED PUMP WITH 4" SOLID SCHEDULE 40 PVC „ " ZONE VALVE CHECKED BY: -SPACING BETWEEN 16 x16" PILASTERS 15'-0 O.C. MAX v=, V8043-E-1012 UNDISTURBED EARTH: PIPING THROUGH FOUNDATION WALL -ALL PILASTERS TO BE FILLED SOLID WITH CONCRETE. W TK -IF A PILASTER DOES NOT FALL DIRECTLY UNDER A GIRDER, THE HOSE BIB WALL DETAIL—UNLESS OTHERWISE NOTED PILASTER IS To BE CONTINUOUS TO TOP OF FOUNDATION WALL DRAWING NUMBER 1 -IF PLAN INDICATES No PILASTER UNDER GIRDER, ALL BLOCK SOLID H.W.H. AQUASTAT & ZONE VALVE DIAGRAM FRENCH DRAIN DETAIL & SUMP PIT DETAIL SCALE: 3/4° = 1'-0" UNDER GIRDER. Q C, A- 1 SCALE: N.T.S. SCALE: 3/4° = 1'-0" PROJECT NO 17052s= 5 OF 14 FRIED/0'BRIEN EXTENT OF HEADER (TWO BRACED WALL SEGMENTS) FILL C.M.U. SOLID WITH CONCRETE 1/4" FURRING STRIPS ATTACHED DIRECTLY 2 X 4 IPE CAP RAIL RIPPED TO SLOPE " TOP PLATE CONTINUITY IS TO EACH STUD TO ALLOW SPACE TO RUN EXTElff OF HEADER (ONE BRACED W SEGMENT) REQUIRED PER R602.3.2 EBAR SET IN EPDXY GROUT PER RUBBER MEMBRANE HEADER PER PLAN MFR. RECOMMENDATIONS. (TYP) 1/2' REGLET AT POST 2' TO 18' (FINISHED Will ) BRACED WALL SEGMENT 14 REBAR INSTALL NEW WONDEP,BOARD TO ALL AREAS PER R602.10.5 TO BE TILED. (SEE SPEC FOR FURTHER T SHEATHING FILLER IF INFORMATION) �-- - FASTEN SHEATHING TO HEADER WITFI NEEDED MISC. NON CONTINUOUS 2X BLOCKING r` " 8d COMMON NAILS IN 3" GRID • 5/4 X IPE CLAD POST BEYOND. PATTERN AS SHOWN AND 3" O.C. IN 16d SINKER NAILS IN 2 ci RUBBER MEMBRANE NOT TO HAVE ANY ALL FRAMING (STUDS AND SILLS) ROWS 0 3' O.C. FASTENING PENETRATIONS PIERCING THROUGH (TYP) 4" 4" FIRST 12" ABOVE FINISHED FLOOR. FASTEN _ AT TOP OF BLOCKING 1000 LB. KLESSE FORBES ARCHITECTS 1000 LB. HEADER-TO-JACK-STUD- HEADER-TO-JACK-ST - UD INSTALL NEW RUBBER MEMBRANE TIGHT TO . 5/16" STAINLESS STEEL CABLE, FITTINGS, STRAP ON BOTH SIDES OF OPENING STRAP ON BOTH SIDES CORNERS (INSTAL AS PER MANUFACTURERS AND TENSIONERS AS REQUIRED AND 38 CHATHAM ROAD (TYP.)(INSTAL ON BACKSIDE AS OF OPENING (REF. N0. INSTALLATION REQUIREMENTS) MANUFACTURED BY VIEW RAIL SHOWN ON SIDE ELEVATION, REF. LSTA24) NEW TILE FLOOR TO BE INSTALLED OVER 1 PHONE9 3(www•VIEWRAILCOM) SHORT HILLS, W JERSEY 07078 N0. LSTA24) _ 1/4' MUDBED W/ RUBBER MEMBRANE OVER , 3796602 SLOPED CEMENT SUBFLOOR KLESSE.COM TIMOTHY P. KLESSE, AIA, ASID IF PANEL SPLICE IS NEEDED TF— SHALL OCCUR WITHIN 24" OF SEE PLAN SEE PLAN NJ 09204 NY 027863 MID-HEIGHT. BLOCKING IS NOT _ MINIMUM MINIMUM T 1/8' PER 1 -0" /8' PER 1'-0 3/8' MIN. THICKNESS - - » REQUIRED. " N0. OF JACK STUDS PER TABLE- WOOD STRUCTURAL s" t 24 TO LAP ROBERT W. FORBES, AIA, LEED AP PANEL SHEATHING " • . .. •' 4' NJ 21AI01962600 MIN. WIDTH BASED ON 6:1 - HEIGHT-TO-WIDTH RATIO: FOR ' • ALTERATIONS TO RESIDENCE OF: � �.� •, �'.,;. ..... �-; ,:..,._. EXAMPLE: 16" MIN. FOR 8'HEIGHT MIN. 2"X2"X3/16' PLATE WASHER- OUTSIDE ELEVATION SIDE ELEVATION T - • Mr. Fried & Mrs. O'Brien ANCHOR BOLT PER R403.1.6 (TYP.) • 1050 Hyatt Road NEW FLOOR DRAIN W/ FLUSH Southold, NY 11971 FOUNDATION PER CODE {TYP.)— GRAPE TOP (SEE PLAN FOR MORE INFO) FLOOR STRUCTURE (SEE PLAN FOR MORE INFO.) INSTALL BLOCKING AROUND PERIMETER AS REQ. TO ALLOW FOR APA NARROW WALL BRACING DETAIL CMU WALL - PIN DETAIL �SC HOWER PAN DETAIL APPLY RUBBER GM BRANEATIVE HTOOPITCHED WARDS DRAIN. CABLE RAIL AT COVERED PORCH 1 `Z 3 PRIOR TO MUDBED AND FINISHED FLOOR. q- SCALE: NTS SCALE: 3/4" = 1'-0" A 1 1/2" = t'-0" SCALE: 3/4" = 1'-0" EXISTING FOUNDATION WALL AND FOOTING TO REMAIN SEE BASEMENT FINISH DETAIL FOR TYPICAL INFORMATION EXISTING CMU WALL WALL BEYOND COUNTINUOUS TERRA DRAIN (FILTER FABRIC SIDE UP) AND 1' PVC DRAIN PIPE 0 3'-0' O.C. SEE DETAIL 4/- FOR THIS INFO. OAK FLOORING OVER 3/4" PLYWOOD OVER 1-5/8" METAL STUDS, 1-1/2" RIGID INSULATION EXISTING SPREAD FOOTING 1'-4" MI CONTINUOUS 3500 PSI CONCRETE SHORING ENCASE EXISTING FOOTING WITH 4" ' OF CONCRETE �F J A& 1'-0" 4" OW/ 4 CONTINUOUS #4'S & #4 5 L s 16 • ��;� p"„-.T. .�� y,T. (1) #4 REBAR MIN a' " DECKING TO MATCH FRONT PORCH OVER 4", w�t�� R k�Fs C� • 3/4 CONTINUOUS GAP W/ WOLMANIZED 2 x 4 SLEEPERS W #4 REBAR 0 12" O.C. LONGITUDINAL TERRA DRAIN FILTER FABRIC / FIBERGLASS ROOFING , t, STAINLESS STEEL SCREWS. DO NOT OVER 3/4" CDX PLYWOOD SHEATHING, d +< PENETRATE FIBERGLASS MEMBRANE. 2 x 8 SLOPED RAFTERS 0 16" O.C., 3/4" CONTINUOUS GAP W/ TERRA DRAIN FILTER FABRIC 4 CONCRETE SLAB W/66 x 88 WWM, 6 MIL. 1/4" PER 1 -0' ROOF SLOPE. k- _ VAPOR, 2" UNDERSLAB RIGID INSULATION, OVER • 1 x PINE FASCIA ,�" •-: 4°' !,�_ • N 4' CONCRETE SLAB W/66 x 88 WWM, 2" UNDERSLAB 4- GRAVEL BED (IN THIS ORDER) RIGID INSULATION, 6 MIL VAPOR BARRIER, OVER 4' ✓' n� , Y ` Q.... GRAVEL BED. (3) #4 REBAR 2 x FRAMING ® 16' O.C., CONTINUOUS W/ CLOSED CELL SPRAY FOAM INSULATION. c�9 SET REBAR 6' INTO - o ?� 3" CLR. TYP EXISTING FOOTING, #4 REBAR FILL WITH EPDXY 4 4" PERFORATED SCHEDULE 40 PVC `V TRANSVERSE ® 16" g ALL SIDES SET IN GRAVEL W/ UNDISTURBED EARTH D.C. : CONTINUOUS FILTER FABRIC WRAP. LEGEND OF CONSTRUCTION 12AUM. CONT. FLASHING ` ' :.'4 :' 4 EXIT TO " PERFORATED SCHEDULE 40 PVC -' 12 AS INDICATED :` 4 i STREET OR GRADE PERMITS, REQUIRED. W/ DRIP EDGE FASCIA - o #4 REBAR 0 12' O.C. d, o • i4;i .' .4 • . -• ••.. ALL OTHER CASES SHALL TERMINATE 0 ALL SIDES SET IN GRAVEL W/ BOARD & OVERHANG. EXIST'• PARTITION TO REMAIN 4. -•a •• INTO SUMP PUMP WITH 4' SOLID CONTINUOUS FILTER FABRIC WRAP. EXIST. PARTITION TO BE REMOVED WHERE GRADE PERMITS, EXIT TO GUARDRAIL POST BEYOND SCHEDULE 40 PVC PIPING THROUGH LAG BOLTED TO ROOF FRAMING. 4'-0' MAX STREET OR DRYWELL AS REQUIRED. NEW PARTITION '2X T FOUNDATION WALL AL OTHER CASES SHALL TERMINATE INSTALL PRIOR TO FIBERGLASS GENERAL NOTES: 1INTO SUMP PUMP WITH 4" SOLID MEMBRANE INSTALLATION. � NEW 2 x 6 PARTITION -6' BEYOND FACE OF WALL -STEP FOOTING WHERE GRADE REQUIRES PVC PIPING THROUGH NEW FOOTING. NEW 42" HIGH PARTITION -STEP FOOTING AS REQUIRED TO ALIGN NEV FOOTINGS WITH EXISTING FOOTINGS SEE SECTION FOR NEW INTERIOR BEARING PARTITION UNDISTURBED EARTH:-- TYP. EXTERIOR WALL CONSTRUCTION. EMMMM BRICK / STONE N 4 x 4 POST PROVIDE SOLID 5 STEP FOOTING DETAIL 6 POURED BASEMENT SHORING WALL DETAIL POURED BASEMENT SHORING CURB DETAIL 8 COVERED BALCONY FIBERGLASS ROOF DETAIL 4 x 6 POST REa RED ' l7 SCALE: 1/2" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" POST ABOVE �� ARCHED OPENING BEDROOM #1 ROOM NAME O FLOOR/PLUMBING (SEE SPEC.) , CEILING/WALL HEIGHT CEILING/WALL HEIGHT @ POINT BEAM CONFIGURATIONS: FLUSH RECESSED SEMI-RECESSED DROPPED f�'� CLEARANCE All structure as indicated on plans is for floor Tb.,. This document- and the ideas and designs incorporated herein, PROVIDE MISC. FURRING AS TO as on instrument of professional service, is the property of CONCEAL HEAD OF BOLT W/ 1/2" Klesse Associates PA and is not to be used in whole or in part GYP. INTERIOR without the written authorization of Klesse Associates P.A. 1/2" DIA. THROUGH BOLTS 0 16' O.C. W/ STEEL NUT, BOLT, & WASSEMBLY. NO. REVISION DATE HOLE NOT TO EXCEED DIA. OF BOLT. (TYP.) THROUGH (2)1 3/4" X 9 1/2 LV.L AND DRAWING TITLE SOLID BLOCKING BOTH SIDES. DETAILS CONTINUED DF THIS LINE MEASURES 3" DRAWIING IS AT FULL SCALE IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE SOLID BLOCKING, (3) 2 X's MIN. DATE; 09/29/2022 SCALE: LINE OF EXTERIOR WALL BELOW MS NOTED DRAWN BY: ALF. CMECEED BY: Tl[ DRAWING NUMBER 9 BOX WINDOW JAMB DETAIL A- 2 SCALE: 3/4" = '1'-0" PROJECT No 17 0 5 2 SMT 6 OF 1 FRTRTI/(1_1R1?TFN I r + 1 1 vR B 40 _ + 00 _______ ___________________ ____ ____ _ � LINE OF E. DECK (ABOVE) � -- ------ __ ___ KLESSE FORBES ARCHITECTS G.C. TO DEMO EXISTING 4' SLAB ABOVE AND -_ _ EXISTING BACKFILL EXCAVATE 3'-6" AND POUR � � 38 CHATHAM ROAD i i - — SHORT HILLS NEW JERSEY 07078 r NEW SLAB AS INDICATED READY FOR NEW - - i--��- - - - I - — - ; -` PHONE (973) 379-15ti02 ' CRAWLSPACE. VERIFY EXISTING FOOTING AND �� I NOTIFY ARCHITECT OF FINDINGS. i 1(2 P.T. 2 x 10 QROP GIRDER' 1 ; �__T__, KLESSE.COM 4' CONC. SLAB W/ 66 x 88 WWM., 6 MIL VAPOR + , BARRIER, 2" UNDERSLAB RIGID INSULATION, OVER TIMOTHY P. KLESSE, AIA, ASID j 4" COMPACTED GRAVEL & COMPACTED FILL f ' i ' NJ 09204 NY 027863 ' CRAWL SPACE SHALL BE MECHANICALLY ROBERT W. FORBES, AIA LEED AP VENTED USE A CONTINUOUSLY OPERATED � � '�x ' �� ' ' � 1¢ FAN. TO PROVIDE 1 CFM PER 50 SO FT. + r� 1 OF FLOOR AREA (TYP FOR ALL NEW AND NJ 21AI01962600 (p EXISTING CRAWL SPACES) ADDITIONALLY J i RANCOR 19 GALLON SUMP WELL & f PROVIDE AN OUTLET FOR THE IMPOSED AIR. I i__i LOCKABLE COVER, SEE DETAIL 9/A-1 1� REMOVE ALL EXISTING BLOCK VENTS, INFlLL I , , FOR MORE INFO. (TYP. OF 2) ALTERATIONS TO RESIDENCE OF: W/ CMU, WATERPROOFING, AND CEMENT w 53.95' PARGING TO PERFECTLY MATCH EXISTING. ; 1 i3 Mr. Fried & Mrs. O'Brien 1050 Hyatt Road �o Southold, NY 11971 t,r INSTALL 1.55' THK. RIGID INSULATION ON + ALL EXISTING CRAWL SPACE WALLS READY ' LIGHTING LEGEND r �� FOR MECHANICAL VENTING. SEE ABOVE. � DEMO ' � � R-38 GATT FOIL FACED INSULATION (ABOVE) EXISTING SLAB (ABOVE �+ PROVIDE ACCESS TO CRAWL SPACE WITH 1 4' LIGHTOLIER LYTECASTER LED L4R DOWNLIGHT (WET) TYPICAL OF CRAWLSPACE ' A � 3/4" THICK HINGED a-G PLYWOOD DOOR n 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHf, WHITE 1 NEW CRAWLSPACE WITH LATCH. COORDINATE FINAL LOCATION f{ 1 WITH OWNER IN FIELD. 130 130 2 5" LIGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE I o 3-6" FILL CMU'S SOLID WITH CONCRETE a3 4" LIGHTOLIER LYTECASTER LED L4RADJ DOWNLIGHT � 1 UNDER POINT LOAD FROM ABOVE. 650 LUMENS , 90 CRI , 3DOOK, OPEN DOWNLIGHT, WHITE 'r + (TYP. OF ALL POINT LOADS) 4 5" LIGHTOLIER LYTECASTER LED L5RADJ DOWNLIGHT EXISTING METAL DOOR TO REMAIN, G.C. TO a 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE VERIFY DOOR IS IN PROPER WORKING ORDER , 5 4' LIGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) ------------- -- AND ADJUST IF NECESSARY '-_ _ 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE �6 5' LIGHTOLIER LYTECASTER LED L5S DOWNLIGHT (WET) 34.80'I EXISTING SETBACK + � EXIS G TER `� 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 1 i i N E. 1 1 + i o WELL 7 WALL FIXTURE (FURNISHED B.O.) v,�� X�I �8 DECORATIVE FIXTURE (FURNISHED B.O.) cli b9 NUTONE QTXEN110S (FAN) m' ' BASEMENT 41 LIGHT ENGINE: C3L085AO1 7 to CALCULTTE LED 3' EVOLUTION BY LIGHTOLIER + EXISTING FIRE SEPERATION TO BE ' MAINTAINED, EXISTING GYPUSM BOARD ---------------------� + �1 1 7,-0,. 2 K9NF TRIM:C3LAWHW FIRE-SEPERATION ON CEILING TO REMAIN i I 91 1 ________ 12 JUNO PRO-LED UPL30-WH (CLOSET LIGHT) 1 `'-1 i, - - E. 6X6 GIRDER DROPPED (ABOVE) I 13 PULL CHAIN FIXTURE 1 i 1 F 14 LITHONIA LIGHTING, UCLD SERIES, LED CABINET LIGHT EXISTING MAXIMUM SIZE TO FIT UNDER INDICATED CABINET(12'. 18, 241 �� UNIT A 15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 o2-5GARAGE � �, ® UNIT A ANTIQUE BRASS FINISH (800-727-5483) , -- - ----- `� i 16 LOW-VOLTAGE LIGHT COPPERMOON CM.865 EXISTING i ; 6 GIRDER DROPPED ( ) - ANTIQUE BRASS FINISH (800-727-5483) 1 ; `-�' ----------------------------------- TRANSFER -- 17 4' LED STRIP LIGHT 1S*ITCII TYP. OF 1 1 I18 HEATH ZENITH 240-DEGREE OUTDOOR BOTH ENDS REMOVE i V�v MOTION-SENSING SECURITY LIGHT 2 i ' 7 x' I EXISTING 1 ' i 200 TI�JQ A-2 - fn 1 TANK � 10' 3'-s! LEGEND OF CONSTRUCTION AMh' o p��y --�— , 1 ELECTRICALS PANFI- W °blLMEB Eo Q�E _ i 2" THICK BLUESTONE SEf IN QUARRY DUST OVER 4" Exrj— ------------- 1 � i H.W.H. `---"---------_"' , STING FRAMING ABOVE —1 35.77' , , (� �� i ; 1 VERIFY IN F1 ® ( LINE OF PATIO (ABOVE). COMPACTED SAND & 4" COMPACTED GRAVEL OVER EXIST. PARTITION TO REMAIN 1 &NOTIFY ARCHITECT ------__------_______-______ ____ ------ I 1 POLYPROPYLENE GROUND COVER (WEED BLOCK). PITCH ____� GRADE 1/4" PER 1'-0' AWAY FROM STRUCTURE EXIST. PARTITION TO BE REMOVED ------- I iL - ' MASONRY:CURB DN 8" Sd ••• , , , I ' NEW PARTITION NEW 2 x 6 PARTITION cc ' NEW 42" HIGH PARTITION W 20• t5'-8' 20 EXISTING CRAWL SPACE I'I ' , I CO , NEW INTERIOR BEARING PARTITION I 1 1 Q i t i i I BRICK / STONE NEW OIL 1 ( i BLOC1QNGSAS� 4x4POST PROVIDE 1 ® 4 6 PO REQUIRED ' I ' I W ( 1 x POST TANK I 1 I Z ,50.00' REQUIRED SETBACK W ❑ POST ABOVE � i i 1 , 1 I � 1 o w '3 I ! j 1 , 1 + > i � I I _ � 1 i i ¢a ■ i �� ARCHED OPENING , ' E ------ Z i i i • o BASEMENT � � 3 -J ' 1 1 ®•� = i Dom€ BEDROOM 1 ROOM NAME 2ON20 N , I ST1NC FRAMING ABOVE , &NUM ARp�� i OX FLOOR/PLUMBING (SEE SPEC.) '°° ?_9 I ' i ------------- ------ i 8'-0' CEILING/WALL HEIGHT ......... . . I I ' --------------� I 4 ---------------—{ �--------- ------ - ------------------------ - - --- - --------- - ----- 1 1 " 2-3 CEILING/WALL HEIGHT @ POINT 1 12" CMU's OVER 1'-0" DEEP x 2'-6" WIDE ' L-------------------------------------------------------------------------------------_--- -- - 1 1 1 I I - - BEAM CONFIGURATIONS: ' CONTINUOUS 3500 PSI CONCRETE FOOTING W/ + ( I FLUSH RECESSED SEMI-RECESSED DROPPED I 3 CONTINUOUS 14's & #4's 0 16" O.C. ! I I ...••••••-.. ....... r I , • I I 20' 20••. CLEARANCE I E. 4' WASTE LINE. RELOCATE I ;I I I �I� II�Wf�lr TO WALL IF REQUIRED I i---------------------------------- i ' All structure as indicated on plans is for floor above o a This document: and the ideas and designs incorporated herein, N N o as an instrument of professional service, is the property of Vol PON N Klesse Associates PA and is not to be used in whole or in part r ---------- -----------� ----------- o I I" � 1 wlthowt the written authorization of Klesse Associates PA 25 4" CONC. SLAB W/ 66 x 88 WWM., 6 MIL VAPOR � � 0 � � � —I � " 24'-6" " P x 8' 1 ' PT 8' ' BUILDING DEPT REVISIONS 03/17/2023 BARRIER, 2 UNDERSLAB RIGID INSULATION, OVER - s o.c. z. >I� 18'a•C• 1 P.T. 2 x 12 LEDGER BOARD LAGGED TO I (= icl= I DECK JOISTS AM OEac JOISTS ABOVE I " r 4" COMPACTED GRAVEL & COMPACTED FILL. Q ts•o•c• N J B�Q 18'O,C. N 8�Q 16.D.C• N I NEW & EXISTING FRAMING ® 16 O.C. & NIO. REVISION DATE 1 c�JasTs aewE N C2 c'K'JOISTS8hp ABovE N G2 'JOISTS ABM STAGGERED W/ DECK2WALL SPACER - - --- STL NUT, 2237) AND BOTL & WASHER AT EACH DRAINING ------------------ �-----------------r - - - - ---- STL NUT TITLE ----------------- --------- FOUNDATION PLAN ------- ------------ -------------------- 1 1 1 1 I I IL------------------j V-6" DIA. x 3'-6' DEEP 3500 PSI CONCRETE EARTH FORMED FOOTING WITH 6" HIGH EXPOSED, IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE ' + ' + EQUAL EQUAL EQUAL 14'-11" 8' DIA. FORMED TOP TAMPED FLAT READY FOR ,.-- . 1F '1"HIS LINE MEASURES 1-1/2" DRAINING IS AT 1/2 SCALE IPOST AND POST BASE AS SPECIFIED (TYP.) / ap}a r I A,, 09/129J2022 1 NEW P.T. 4 SQ. POST ON SIMPSON ADJUTABLE 1�` p'i' ii%� C'� SCALE: 1•-0" STANDOFF POST BASE ABE44 ABE44R SIZED AS 1 r•:. �' SgI GRAPHIC SCALE ABOVE REQUIRED) AND INSTALLED AS PER MANUFACTURERS t �" )' �'O U N D A T I O ' BASEMENT PLAN RECOMENDATIONS. ;?A I ' DRAWN BY-. (2) P.T. 2 x 10 FLUSH GIRDER '10, CHE(LW BY: (TYPICAL FOR ALL DECK GIRDERS) ,#"= Tg f DRAINING NUMBER rJ A® 3 1 , I , I 1 PROJIECT N017 0 5 2 SHEET 7 OF 14 FRIED/O'BRIEN B , N NO H l; CCQ66SDS2.5 COLUMN CAPS (TYP. BOTH 1 KLE ENDS) 5/4' x 6" MAHOGANY TREX TIMBERTECH DECKING DEC 21 SSE 80RBESM ARCHITECTS (COLOR AS SELECTED B.O.). CLOSELY FOLLOW JUNE 21 AD ECCQ66SDS2.5 0 EACH CORNER ALIGN DECK MANUFACTURERS DIRECTIONS INCLUDING BUT NOT ---- SHORT HILLS, NEW JERSEY 07078 F— FLUSH LIMITED TO BOARD SPACING (EDGE & BUTT) & PHONE (973) 379-6602 SIMPSON HDU4-SDS 2.5 FASTENING. FASTEN WITH STAINLESS STEEL HIDDEN DIRECTION KUSSE.COM HOLDDOWN AT EACH POST OFF FASTENING SYSTEM BY TREX TIMOTHY P. KLESSE AIA ASID SPRAY INSULATE CLG. TO R-40 DECK NJ 09204 NY 027863 /' rYP. ; B rig ROBERT W. FORBES, AIA, LEED AP 6X6 POST TO FOUNDATION SILL PLATE _, . .• NJ 21AI01962600 .... BOTH ENDS 1 ALTERATIONS TO RESIDENCE OF: A-2 6X6 POST W/ HDU4-SDS2.5 (N. OF 3) 5 1/4 x 18" P-LAM HEADER (ABOVE) 5 : 7 1 -� ECCQ66SDS2.5 AT EACH END & CCQ66SDS2.5 AT VERIFY HAN Wrm OWNER ( 3 7 6'_3 41) INTERMEDIATE SUPPORT Mr. Fried & Mrs. O'Brien 1050 Hyatt Road 1 s Southold, NY 11971 Zv W LIGHTING LEGEND NEW RAIL TO PERFECTLY MATCH ``' t9'_10 o; �� tt 7�/8'iJl_5¢,Q;�a Ts'o.c.�TY �• EXISTING �� I>.^ FU2 JOISTS ABOVE o '-� EXISTING CniZ; ' NEW BUILDING ' W I A' '�� ¢ GENERAT N 01 4' UGHTOLIER LYTECASTER LED L4R DOWNLIGHT (WET) A _ ' ~ 1 - ;''= I - --BtR€£TIOtt OFF = —� e— B = A 0 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE Ir I W `oi I x '• �KJN o 2 5' UGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) „ �q� 10DO LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE (2) 1 3/4 x 11 7/8' L.V.L GIRDER FLUSH (ABOVE) J o 3 4' LIGHTOLIER LYTECASTER LED L4RADJ DOWNUGHT (; 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE Q 16 O.G. IN FUR.J S ABOVE ��.- I %' 4 5' LIGHTOUER LYTECASTER LED L5RADJ DOWNLIGHT " 0 ENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE NEW RAIL NEW RAIL ' 9 D ' 1 00 LUMENS ------- - --- ------ -- - - ---- _- - 5 4" LIG HTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) I 5 1�4t x 1 - GIRDER FLUSH (ABOVE) - NEW CR 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE SIMPSON HANGER HGUS725 12 ; ' C. COMPRESS / , N ' ' N B (3) 2X4 POST (TYPLI: . OF BOTH ENDS " � ) �6 5 LIGHTOUER LYTECASTER LED l5S DOWNLIGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE ' ¢; LIVING R OO J I E. SLOPE O7 WALL FIXTURE (FURNISHED B.O.) GRILL FURNISHED B.O., INSTALLED -- — o; Q BY G.C. , ¢' o $0. EXISTING 8 DECORATIVE FIXTURE (FURNISHED B.O.) J� rnL C. COMPRESS �9 NUTONE QTXENIIOS FAN STONE COUNTERTOP AS SELECTED m ; 3; ; 8'-0 t9'-1 A 16 (FAN) �. ,�, ___ = 10 CALCULITE LED 3" EVOLUTION BY LIGHTOLIER B.O. ( i o; DIRECTIO OF, STONE CAP TO MATCH EXISTING o m ; L=- - ----- -----E-i0.'D. FLOOR LIGHT ENGINE: C3L085A0127K9NF TRIM:C3LAWHW _ , �, 12 JUNO PRO-LED UPL30-WH (CLOSET LIGHT) STONE WALL __J 2p. - - - -� r-- --_--- �'' o �13 PULL CHAIN FIXTURE BEDROOM 1 DN ---- ':' STUCCO OVER CONCRETE BLOCK - tz r --3 ' ' '' "' �' STING 0 OR TO MATCH EXISTING STUCCO , , OISTSI pa�.VE o-C � o w S.D. � � 1 1-.- � = 14 LTIHONIA LIGHTING, UCLD SERIES, LED CABINET LIGHT "' I mil m SHOWER TOR IN ,�, S.D.SDI :I I I ¢ w MAXIMUM SIZE TO FIT UNDER INDICATED CABINET(12", 18".241 / v / I I , 15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 ------- ' i i Ito CYO ' MISCELLANEOUS 2x FRAMING AS ANTIQUE BRASSFINISH (800-727-5483) ------- I cn trxn I PROVIDE (4) 1 3 x 11 V.L / S3 , �� REQUIRED FOR TRAY CEILING AS SHOWN ON p _ _ - - O / i CH FL AB w PLANS. CO-ORDINATE LIGHTING AND TRIM WITH 16 - LIGHT COPPERMOON CM.865 O (} 0 Q i CTION OF -1 I --- -- - - --------- ( 9,"r - -•• - 14••- _ ^„T4 a� N ARCHITECT AND INTERIOR DESIGNER IN FIELD. ANTIQUE FINISH (800-727-5483) .� S3 -� 2 1 2" ' ... DIRE -- ------------, - I. . . •- •• •• E. VD. FLOOR �� ''i'i •- ,� i �• .20 S3 � '�12 i I. � [-�17 4' LED STRIP LIGHT RELOCATE—' m " � 8 HEATH ZENITH 240 DEGREE OUTDOOR ma •. '�I J. 30 #I MOTION-SENSING SECURITY LIGHT P.R.. Paz I I ' I cft ' -°" 2 6" LEGEND OF CONSTRUCTION --- -- -- --- --- -- --- �•., of z tiu _ EXISTING , C", - :,r w --1 " W 7'-0" I 1 I I %,Z N DINING AR ! ' '! KITCHEN I= -- ---o --�GFl �� ; -- - EXIST. PARTITION TO REMAIN STAINLESS STEEL DOORS - -------- - - , DANTE SHUT OFF VALVE 1 '-- �'J 1 i y- -- --- - - j ------ j- i O 2 i o i o i ' NEW PARTITION 8 r---- I vl ' S=4'-2" S=4'-2" ! I `__`--;8'_i ��' i i t9'-10 1; ; : ``' ' ' ' ' I '�` ' ' � NEW 2 x 6 PARTITION H=6'-2" H=6'-2" ; �s ' ' I 1 1 i i i i ¢z' GFl =' I -----------------i I I 0 1; 1 1 - -r ----'--- ------- 0 , d' 4z AFF NEW 42" HIGH PARTITION •,.j....... I I 8. m 1 ' W�I I ' 1 ; _-- -------__ Q ' ' I +' ' NEW INTERIOR BEARING 1 •: ! � •: .'•�• I I --; _� L'+----------� I �•• i .;---_-- Rxi I ' PARTITION GRILL ELEVATION ,, ,� ��Ida ; ; ; ' 1 ! MUSIC AREA �F'�i�IJa 1 ' M d UESTON PATIO I BRICK / STONE -r, , ' 1 I ' 4 x 4 POST 1?ROVIDE solm SCALE: 1/2" = 1'-0" j= 2� ; ` ' L - LA,J, -- ' M ; ® 4 x 6 POST BLACKING AS i l L-- - ----- - - -- I NI �M I o 8� 1 9'_ �r-- - LINE F W ABOVE 1f - --"' ' 1: (J ~NI 0 POST ABOVE REQUIRED NEW SIDING AS SPECIFIED, TYVEK, 1/2" C-D 1 ; N (; _ p r '•r __ __ PLYWOOD SHEATHING, 2 X 6'S 0 16' O.C., �' i 1;' 0.��d I - X 4 . VINYL FUR. i' 9 ; �'� ARCHED OPENING R-21 BATT & 1/2" GYP. BD. INTERIOR. 1 5r!,®ys"DIG,-, i;_� `.% ; ¢ w o_ i A-2 ' 1 FUi,JOISTS ABOVE Y------------ N G r,�� I I ' 0 2 ' 2 ' �A I , (3) EXISTING +/- 4'-0" X 4'-0" AWNING WINDOW IN BEDROOM 1 ROOM NAME 1 1 - 1 I ' " r. N 3D R 36 H _� a I ' THIS EXISTING ROOM (2) TO BE SAVED AND RELOCATED N 1 i 1 • E o � ' OX FLOOR/PLUMBING (SEE SPEC.) .1 T ;11 + I VERI SIZE " H.B. c� 1 AS INDICATED. THIRD TO BE DISPOSED �--- .: PROVIDE SILLCOCK WITH 1/4" PER FOOT MIN. NEGATIVE ! 2 {fi'-9' I 2 i -------- -- -- - --- -- -----� • _ CEILING/WALL HEIGHT 1 4 -- t6'-9': R FULL HT •!.• E OCATE Y CABIN - --_-- -_-- - - u (2) 1 3/4'x 9 1/2' LV.L GIRDER DROPPED (ABOVE) PITCH & APOLLO VALVE SHUT OFF IN BASEMENT. ( ) _; VERIFY FINAL LOCATION W/ OWNER (TYP.). 2 2- F.p. . . N ' �o i - i42�' I I 2'-3" CEILING/WALL HEIGHT OI -------- ---- — ----- ------ -- --- --- -----• --- v� DN 311 I I A BEAM CONFIGURATIONS: 36"AfT I I � WP GFl $ ; ; I YER , B PUT IN GARAGE �' FLUSH RECESSED SEMI-RECESSED DROPPED o OFFICE N � o a 'n JCL `j' „ N 0 O dz i Q� �6`e 8Q 1 = 0-.•�� $Q N I CLEARANCE 0 8 �n i ro t9'-1 D cn `1 Z �O• , o U1 ' FIRST FLOOR PLAN f9'-10 ' _- Z5 ° A 0 0 36" x 84' TABLE o All structure as indicated on plans Is for floor Ybv. 36"AFF ; I b �� f 1 D-DCD o this document: and the ideas and designs incorporated herein, I Nil >'^ =' as an instrument of professional service is the roe of f.�� o ..... -' 8(fan) ay � 3 IKlesse Associates PA andis not to be used in whole or in port I ow- 830 aw-2830 „ GENERAL CONSTRUCTION NOTES; I I ' wP GFl . . " ��-'•' .. � , N I ' „ "r, 2-1 4'-0 without the written authorization of Klesse Associates PA -KEEP EXISTING BASEMENT HVAC FOR 1ST FLR. (OIL) ; ; � 2-0 � 4-0, -o : �W Z.... Y Z- ' 1 BUILDING DEFT REVISIONS 03/17/2023 ' M o g0 z•. ; COVERED FRONT PORCH .08 \ W -NEW HVAC UNIT IN ATTIC (ELECTRIC) ^'� �� i M NO. REVISION DATE w _,� -HOT WATER HEATER - OIL FIRED Q'-0 4'10 � ! ' `• ' DN 3R �" ' �' v -- -' ----------------�'�-------- - - ---- --------- - -----'-------------- ------ - DRAWING TITLE _LINE OF PORCH_ROOF (ABOVE__ _ ' _ _ ; - ------------------------- (2) 1 3/4' x 9 1/2' LVL GIRDER D (ABOVE) 4X4 POST W 2) LCE POST CAPS __________ FIRST FLOOR PLAN I I o I I � L- ------- --------' 14'-11" GENER4L STRUCTURAL NOTES: STRAPPING AS INDICATED BELOW UNLESS OTHERWISE INDICATED ON THE ELEVATION DRAWINGS 6' 0" I IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE ON SHEET-A-7 AND A-8 I - NYLON SCREEN SET IN A 5/4 X 2 IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE - �,'� 1. STRAPPING & TIE SCHEDULE (SIMPSON) 10'-0" (EQUAL 'A') (� 10'-0' ('A') CEDAR FRAME. �� DATE: - H2.5A AT EVERY RAFTER / TOP PLATE CONNNECTION I U �; �� Fr r ^.;5� 09/29/2022 - H6 0 32" O.C. 0 EVERY OTHER RAFTER TO WALL STUD CONNECTION ``G �`.r�f {�, �C` SCALE: - MSTC 40 0 EVERY DOUBLE STUD LOCATION BETWEEN 2ND & 3RD FLOOR EQUAL EQUAL 5/4" x 6" TREX TIMBERTECH PORCH COLLECTION �� ;" G .r;l ,.G U. 1 4" = F-0" AND 1ST & 2ND i1 OOR WINDOW & DOOR LOCATIONS & AT CORNERS DECKING COLOR AS SELECTED B.O.. CLOSELY SEE GRAPHIC SCALE ABOVE - LSTA 36 0 32" O.C. BETWEEN 2ND & 3RD FLOOR AND 1ST & 2ND FLOOR AND BETWEEN 1ST FLR STUDS TO RIM JOIST 24'-6" PRI RY ROOF FOLLOW MANUFACTURERS DIRECTIONS INCLUDING BUT - MSTA 49 BETWEEN 1ST FLR. STUDS & RIM JOISTS 0 EVERY DOUBLE STUD LOCATION NOT LIMITED TO BOARD SPACING (EDGE & BUTT) & :,,t 2, r'J DRAWN BY: - 1/2" PLYWOOD SHEATHING SHALL NAILED AS FOLLOWS I FASTENING. FASTEN WITH STAINLESS STEEL HIDDEN yF� tscicj;f`a:-`� - AF/RF/AM -8D 0 4" O.C. 0 PANEL EDGES FASTENING SYSTEM BY TREX (TYP.) o2Tas3 -BD 0 12' O.C. 0 INTERMEDIATE SUPPORTS , � CHECKED BY: -ALL PANEL EDGES SHALL OCCUR ON STUDS OR BLOCKING 1 }=` TK F U 2. STRUCTURAL DESIGN CRITERIA HAS BEEN DETERMINED BY MINIMUM DESIGN LOADS FOR BUILDING AND STRUCTURES, ASCE-7 DRAWING NUMBER REMOVE E. SEPTIC TANK COMPLETELY A- 4 PROJECT N017052 SHEET 8 OF 14 FRIED/O'BRIEN 1, i I000 NO TH 3 , DEC 2'--- KLESSE FORBES ARCHITECTS JUNE 21 — 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 EUSSE,COM PROVIDE MISCELLANEOUS 2x FRAMING AS TIMOTHY P. KLESSE, AIA, ASID REQUIRED FOR TRAY CEILING AS SHOWN ON PLANS. CO-ORDINATE LIGHTING AND TRIM WITH NJ 09204 NY 027863 B ARCHITECT AND INTERIOR DESIGNER IN FIELD. SIMPSON AC6 (MAX) POST CAP ROBERT W. FORBES AIA LEED AP COLUMN SIMPSON ECCLRQ-SDS2.5 (TYP. OF BOTH ENDS) NJ 21AI01962600 f-8454 (2) 2X6 POSTS (TYP.) (2)f-1 _ ALTERATIONS TO RESIDENCE OF: (3) 1 3/4" x 9 1/4' LV.L GIRDER DROPPED (ABOVE) (3) 1 3/4" x 11 7/8" .V.L HEADER (ABOV SIMPSON EPCZ END POST CAP (TYP. BOTH ENDS) W Mr. Fried & Mrs. O'Brien Q " 6 1050 Hyatt Road MEQ ALA, EQUAL Southold, NY 11971 c� 13 8 t '2 2 ;,, NEW RAIL TO PERFECTLY o �, 5 I LIGHTING LEGEND MATCH EXISTING PAINTED 13'-7RR`" RAIL J COVE BALCONY A AB '"W A 01 4' LIGHTOLIER LYTECASTER LED L4R DOWNLIGHT (WET) 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 02 5" LIGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) 1000 LUMENS 90 CRI 3000K OPEN DOWNLIGHT, WHITE x \�\ �� PRir Y BEDROOM 1 NEW SIDING AS SPECIFIED TYVEK, 1/2' C-D �3 4" LIGHTOLIER LYTECASTER ' f9'-10' FIRST FLOOR CEILING HEIGHT TO PITCH I Oj o PLYWOOD SHEATHING, 2 X 6'S 0 16" O.C., 650 LUMENS , 90 CRI , 3000K LOPENJ DOWNLIGHT DOWNLIGHT, WHITE ADD 3 NEW RISERS AS REQUIRED TO MATCH M R-21 BAIT & 1/2" GYP. BD. INTERIOR. 4 5 LIGHTOLIER LYTECASTER LED LSRADJ DOWNLIGHTEXISTING RISER HEIGHT, io b 2 X 4 WALL TO"ACCOMMOD TE E. S duEEN ___ n TTRES5=5'=Il" •_ _ _ 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 91_p" E-5'-11` x 7' �5 4' LIGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) �p 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 136 5' LIGHTOLIER LYTECASTER LED L5S DOWNLIGHT (WET) 2 d ..-- •..• : ; 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 00 ------------------------ ----- EX IN ' IF- --------- ------------`---- -- w : i :•S d _ W 7 WALL FIXTURE (FURNISHED B.O.) 9' D" 08 DECORATIVE FIXTURE (FURNISHED B.O.) m8 ! ! C, , 3'-4" f i 3-0 �;, a9 NUTONE QTXEN110S (FAN) I y 10 CALCULTTE LED 3' EVOLUTION BY LIGHTOLIER 3'-9 4111 ' ------ i LIGHT ENGINE: C3LO85AO127K9NF TRIM:C3LAWHW 1 0 0 '11RAIL ! ! I 12 JUNO PRO-LED UPL30-WH (CLOSET LIGHT) ' HALL ! SHELF AMDI�o VE— Bt1LE;�� , W ``' DN 13R y ! i ------ 1 '• j ! ; �13 PULL CHAIN FIXTURE ' " 3 8 25"-RISER- _ ,--- -----_--� '__ -— _=-- - __t• __ i-:==-ra r-�14 LffHONIA LIGHTING, UCLD SERIES LED CABINET LIGHT 1 �, ��_ I ' - REMOVE EXISTING SECOND FLOOR TO MAXIMUM SIZE TO FIT UNDER INDICATED CABINET 12", 18', 24 E. ASSUMED EXISTING RIDGE (ABOVE) 2 o N o : 2 9=0' 2' W.I. O 1 t Z W ! 2-4; 1 ; o ALLOW FOR CATHEDRAL KITCHEN BELOW �15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 I '„� .CLG..jo� 1 , Q � i I I !V) Eve ol�l! 0: i N i ANTIQUE BRASS FINISH (800 727 5483) I --- -- "---" I ; a� , , ;� I �16 LOW-VOLTAGE LIGHT COPPERMOON CM.865 BATH 2 ! _ �' "' i ANTIQUE BRASS FINISH (800-727-5483) ' ;`'� I 17 4' LED STRIP LIGHT 101-1 0 .•w SHELF AND ROD Sd3`•• Cn o ``' Q O I 18 HEATH ZENITH 240-DEGREE OUTDOOR �' w �+ W2 9_O» 42'AFF i MOTION-SENSING SECURITY LIGHT 1 W ' O O8 w 1 vwxn ,ro i ' UJI 9 I I �' LEGEND OF CONSTRUCTION 3 9 F i 8 it A � o f MASTER BATH. ;I C, I i_____________ _ Sd a I ' — 3—a�i ' J EXIST. PARTITION TO REMAIN ---------------------------- _L_:::-- - :2 L------- ' --------;-- ---0-- T-- •---- ----- -- - ---------- ----------------- ------------- ----------- -- --------- -- 4_----- - �--2-x 1-2------ -- , 4- ------ -- -- ----------------------------- --- ----- EXIST. PARTITIO TO BE REMOVED PROVIDE SHUT-OFF VALVE IN BASEMENT . L(:LG.JOISTS ABOVE 42 ,FF 3'-0* 9-0 - ' PROVIDE SHUT-OFF VALVE IN BASEMENT ' 4 NEW PARTITION o DOUBLE EVERY OTHER 1 FOR ALL BATHROOM FIXTURES FOR ALL BATHROOM FIXTURES '�.IIZ NEW 2 x 6 PARTITION PROVIDE INSULATION FOR ALL :HF2-6 �r � ' 5'-8"i t i, ; C" '� NEW 42" HIGH PARTITION PIPING (TYP. OF ALL BAl1iR00M PIPES) - _ -' 1 + i ' fl _ °D NEW INTERIOR BEARING PARTITION t t t r 8 1 O•. t 1 2 O 2 M i wIrIERs�ovE BRICK / STONE O it 1 ► li 42"AFF ' 1 ® 4 x 4 POST PROVIDE SOLID is S0;i•. tii i ® 4 x 6 POST REQUIREREDD As x L.. 2'-6` :2: 2'-6" ; 0 POST ABOVE •� D. S.O:..... ..... O. (2) 1 3/4'— —x 11 7/8" — i ARCHED OPENING I , I �� S. .0 2 2 a V.L RIDGE BEAM (ABOVE) BEDROOM 3 W ; BEDROOM 1 ROOM NAME # . . Sd Sd i ; OX FLOOR/PLUMBING (SEE SPEC.) 5 SHELVES BEDROOM "' ::S O ' `o i g'_p• CEILING/WALL HEIGHT C)cn `• 1 ! N LL (B s --------- : ' ------------- ------- �J'-0" ------- -- -- -- -- ----------- W Y— OW CEIIING/WALL HEIGHT C� POINT o= I I WA ?��, QUEEN W BEAM CONFIGURATIONS: " TAN L i N MATTRESS-5'-0' x a �W FLUSH RECESSED SEMI-RECESSED DROPPED MATTRESS-3'-3` x 6'-3` � i 1 v E3 - --} 5" n1 1 ly t 121 '-.••' ••• W �y �y CLEARANCE 2 v N I All I I W io i H L_D_5 1 1, 6 1" ' C) 01 All structure as indicated on plans is for flooYbdv. BESSELER STAIRWAY COMPANY SPACE-SAVER " — This document: and the ideas and designs incorporated herein, FOLDING STAIRWAY R.O. 22" x 54' (VERIFY W/ I(2) 2 x 10 ER (ABOVE) (TYP) as an instrument of professional service, is the property of HEIGHT) HEIGHT AS REQUIRED. DOUBLE ALL (2)c "0 (E t 2 c 2850 Klesse Associates P.A. and is not to be used in whole or in part FRAMING AS REQUIRED AND AS INSTRUCTED BY ,C, EGR SS W S M MATCH " without the written authorization of Klesse Associates PA MANUFACTURER. 901.360.1900 0 I a (1) 1 3/4 x 11 7/8 8'-4' N q 3'-9" ' 10'-7" LV.L RIDGE BEAM (ABOVE) N0. REVISION DATE t — — — — — — — DRAWING TITLE 24'-6" PRIMARY ROOF (2) 2X6 POST (TYP.) SECOND FLOOR PLAN ( IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE E�� r SECOND FLOOR PLAN 2X4 ON FLAT FRAMED WALL W/ 1/2' DRYWALL BOTH SIDES - DATE: 09/29/2022 SCALE- E GRAPHIC SCALE ABOVE ' 1 DRAWN BY: AF/RF/AM CHECM BY- vl 4, Tx DRAMNG NUMBER A- 5 PROJECT NO 1 I 0 5 2 SHEET 9 of 14 FRIED/O'BRIEN 00 0 Ak KLESSE FORBES ARCHITECTS 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 fUSSE.COM TIMOTHY P. KLESSE, AIA, ASID NJ 09204 NY 027863 ROBERT W. FORBES, AIA, LEED AP B� NJ 21AI01962600 ALTERATIONS TO RESIDENCE OF: c-2028 Mr. Fried & Mrs. O'Brien ---------------------------------------------------- -,� 1050 Hyatt Road S ABOVE ; ;' Southold, NY 11971 ,SET BOTrdM AT 113'-5' f LIGHTING LEGEND I I 1 �, ; I A i i i `� ,' A 1 4' LIGHTOLIER LYTECASTER LED L4R DOWNLIGHT (WET) ' ' I \�� STANDING SEAM COPPER CRICKET OVER O 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE MISC. 2x FRAMING AS REQUIRED TO PROVIDE 2 5' LIGHTOLIER LYTECASTER LED L5R DOWNLIGHT (WET) A MIN OF 1/2' PER FOOT NEGATIVE PITCH 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT. WHITE W/ STEP FLASHING AND COUNTERFLASHING 63 4' LIGHTOLIER LYTECASTER LED L4RADJ DOWNLIGHT AS REQUIRED. STANDING SEAM COPPER 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE CRICKET SHALL CONFORM TO N.J.-I.R.C. CHAPTER 10. SEPARATE DISIMILAR MATERIALS 154 5' LIGHTOLIER LYTECASTER LED L5RADJ DOWNLIGHT WITH BITUMINOUS COATING. O 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE 5 4" LIGHTOLIER LYTECASTER LED L4S DOWNLIGHT (WET) I I � • ` I SLOPE SLOPE 650 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE � � ; _ _ `. 6 5 LIGHTOLIER LYTECASTER LED L5S DOWNLIGHT (WET) 1000 LUMENS , 90 CRI , 3000K, OPEN DOWNLIGHT, WHITE �2x10sg16'O.C. i I �� . xI 's_q1 ' \` ` RAFTERS ABOVE 10's 48'b.0 RAFTERS ABOVE `� I rt��TI �g 1 7 WALL FIXTURE (FURNISHED B.O.) sET BOTroM AT t13'-5' �. ; O8 DECORATIVE FIXTURE (FURNISHED B.O.) � i a 9 NUTONE QTXEN110S (FAN) �� i 10 CALCULTTE LED 3' EVOLUTION BY LIGHTOLIER LI ice'----- -—-------------------------------- LIGHT ENGINE: C3L085A0127K9NF TRIM:C3LAWHW 13 ¢ �� O12 JUNO PRO-LED UPL30-WH (CLOSET LIGHT) ' 13 PULL CHAIN FIXTURE I v I -; M +� 14 LTTHONIA LIGHTING, UCLD SERIES, LED CABINET LIGHT i I I W MAXIMUM SIZE TO FIT UNDER INDICATED CABINET(12% le, 241 ' "o 1 �15 LOW-VOLTAGE LIGHT COPPERMOON CM.830 ANTIQUE BRASS FINISH (800-727-5483) C316 LOW-VOLTAGE LIGHT COPPERMOON CM.865 L!J \ , ANTIQUE BRASS FINISH (800-727-5483) REQ. 6"_ R ^ i (2) 2 X 10 LAID ON FLAT AND r—�17 4' LED STRIP LIGHT FASTENED ACROSS A MINIMUM OF 3 18 HEATH ZENITH 240-DEGREE OUTDOOR x CEILING JOIST TO RECEIVE 4 X 4 POST FROM RIDGE BEAM ABOVE MOTION-SENSING SECURITY LIGHT FILTER I LEGEND OF CONSTRUCTION V 1 I:o A¢I � I � v I I� il ' EXIST. PARTITION TO REMAIN I I I EXIST. PARTITION TO BE REMOVED NEW PARTITION 1� NEW 2 x 6 PARTITION NEW 42" HIGH PARTITION I NEW INTERIOR BEARING PARTITION I SLOPE =1 � I SLOPE � MROMM BRICK / STONE ' ® 4 X 4 POST PROVIDE SOLID 1 % I 2 x f0 ® 4 x 6 POST BLOCE3NG AS I ` RaFTE&ABBDVE i i �'6',RgF�RS,sS ABOVE i REQUIRED I I r ❑ POST ABOVE ARCHED OPENING I I 1 I I I I I BEDROOM #1 ROOM NAME OX FLOOR/PLUMBING (SEE SPEC.) 1 I I I 8-O CEILING/WALL HEIGHT L_J I r a ' 13 CEILING/WALL HEIGHT ® POINT 1 1 1 I I I BEAM CONFIGURATIONS: FLUSH RECESSED SEMI-RECESSED DROPPED TI—I I I �'�7 CLEARANCE I 1 I 1 I I I I I All structure as indicated on plans is for floor above This document: and the ideas and designs incorporated herein, as an instrument of professional service, is the property of c-2028 Klesse Associates P.A. and is not to be used in whole or in part without the written authorization of Klesse Associates PA N0. REVISION DATE ROOF PLAN B DRAWING TITLE ROOF PLAN IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE �r L-.p IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE - ,,....» :/,C; DATE: 09/29/2022 �0 rY :. I,•f. '''�� ,n SCALE_ SEE GRAPHIC SCALE ABOVE DRAWN BY: CHECKED BY: TK DRAWING NUMBER A- 6 PROJECT N017052 SHEET 10 OF 14 FRIED/O'BRIEN EXTEND EXISTING CHIMNEY AS REQUIRED TO CONFORM TO SECTION R1003.9 OF THE 2018 IBC TERMINATION W/ BRICK AND MORTAR COLOR TO PERFECTLY MATCH EXISTING <. t AND MORTAR CAP W/ BIRD/RAIN SCREENING SIZED AS REQUIRED. COPPER CRICKET 12 MATCH Q EXISTING DARK BRONZE WINDOW (TYP) - - - LN KLESSE FORBES ARCHITECTS \\`\ STANDING SEAM METAL ROOFING AS NEW SIDING AS SPECIFIED -. - - -- SPECIFIED (TYP) 38 CHATHAM ROAD - SHORT HILLS, NEW JERSEY 07078 \ PHONE (973) 379-6602 _. -,_-�.1..�_----- -�=,� ,— =ter SSE COM TIMOTHY P. KLESSE, AIA, ASID I 11 I II 1 3/4" DIA GALVANIZED METAL ; ! NJ 09204 NY 027863 TIE-BAR CABLE SUSPENSION /" \ , 1 /' \ , SYSTEM WITH MATCHING c 50 ` ' ' ' ' c- ' I DARK BRONZE GUTTERS (TYP) HARDWARE FURNISHED AND - ;/ E \., - - ---- , ' ' - -/" EG \., " ROBERT W. FORBES, AIA, LEED AP , 1 i t� I t --. ...--1 INSTALLED BY G.C. ' ` NJ 21AI01962600 1 --- ! ! I I 1 , , I -' I I I I I `- -' _ ----- ---------� --------- ''- ---------- ----1_�----- «�� N:----- � ALTERATIONS TO RESIDENCE OF - .I I ----------- --- --j---- ------ ------ ---- ------- ------ ------- ---- - -- ' - - ------ ----- 1--- �--- - ----- -------------- - ------ --------- - I --I-,---- - -------------------- I ------------�----'�- --4-- - ------ ------ ------- ------ ---------- - ---- - - - I ; Mr. Fried & Mrs. O'Brien I I -H _ I 1 _ I _ E_ 2ND rtR' 1050 Hyatt Road I I - - CV II 1 I I I I 7777777777-77-7 , 1 — T I J_ I 1 ' II ------------------ ---------- 1 ---------`--- -- - >--- -- - - - - ----- --------- _ T r ri - I r �- r- o 1 I, /aw-2830, /bw-283q , I N. I I_ C? ' E. E. I I • : II I I I I I I I I I W a co I I I I I ( I I I I EXISTING WD. 4- - FLR i SHAKE (TYP) 11 I I }IN111ST r 1 1 I 1 1 I I I I 1 I I I 1 1 -1-J 1 I 1 I +1 I ' I ' I ' I ' GRADE ' I I I r - ------------------- -------- -------- --------- -------- -------- ---L-i :�--- -- -- -- -- -- -- -- -- _- -- -- -- -- -- -- -- -- -- -- -- I I ' I I L----------------------------------------------------------------------------------J FRONT ELEVATION I I ' I ' 1 ' 1 I I ' I LEGEND OF CONSTRUCTION MSTA 49 STRAP 0 MAXIMUM 32" O.C. FROM 1 2ND FLR. WALL STUD, ACROSS RIM BOARD, EXIST. PARTITION TO REMAIN I TO 1ST FLR WALL STUD_ TYP. AROUND PERIMETER OF HOME. _ _:___:-___- EXIST. PARTITION TO BE REMOVED MSTC66 STRAP CENTERED ABOUT 2ND FLR. ; NEW PARTITION — ' 4 L 1A — 4 1 11— 4 4 — 44 4 k 44 4 k A NEW 2 x 6 PARTITION _ 1 c� NEW 42" HIGH PARTITION NEW INTERIOR BEARING PARTITION ' i ,�•a I I BRICK / STONE ' 4 x 4 POST PROVIDE SOLID ••!`:AW-4216 1 1 / , ® AS 4 x 6 POST REQcU ' ••`' c-2850 ' ' ' ' c-285010 ' ❑ POST ABOVE EGRESS I I ''•.• I I EGRuj �� ARCHED OPENING 71 BEDROOM 1 ROOM NAME - I ' °° O FLOOR/PLUMBING (SEE SPEC.) 1 1 i t i i ri r r i r-1 CEILING/WALL HEIGHT �_ �4 �I -- — ----- ; — — _ 2ND FLR. N CEILING/WALL HEIGHT @ POINT _ _ -1 BEAM CONFIGURATIONS: �- ' 12 ' ' ' ' ' ' ' ' I `� II FLUSH RECESSED SEMI—RECESSED DROPPED -'-- - I_ — \ � .\ EXISTINGi I ey ____ ------------ --- -_ -- � CLEARANCE 'i 1 1 1 r_, 1 / i I o All structure as indicated on plans is for floor above c-2850 tb i EGRESS ' ' = This document: and the ideas and designs incorporated herein, _.j I I \ , 1 as an instrument of professional service, is the property of II r , I i = i 1 = Klesse Associates PA and is not to be used in whole or in art RELOCATE ;; ii ------ , , \ ' , P I; , , -_----- o i N. , N without the written outho6zation of Klesse Associates PA --------------_--_--�_'---------------- O I , i NO. REVISION DATE 7 I ' DRANING TITLE - -' y' 1 1 FRONT ELEVATION & LEFT SIDE ELEVATION FpAnr IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE I 1� I ' ' MEAN GRADE (VERIFY WITH SURVEYOR) DATE: -Ir — — — -- - -- -- -- -- -- -- -- -- -- -- -- j-- ----i----r--- -- -- -- - 09/29/2022 co ' J El❑ ❑❑ I I - ' �'T -------------------------------------------- I I I 1 �.�. �+r-�_.^� �- -J # t, `.,+�-D ,�;,�`� SCALE ` 1,/4" - 1'-0" 5D3E GRAPHIC SCALE ABOVE LEFT SIDE ELEVATION El 0 0❑ DRAWN BY: SEE FRONT ELEVATION FOR TYPICAL ELEVATION NOTES - --' -------------------, E,'-� •� �. �;� CHECKED BY: ` �. -.r r`.t.. TK 77 DRAWING NUMBER I 1 A- 7 L------------------------------------------------------ PRoxcr NO17052 s= 11 of 14 FRIED/O'BRIEN VV EXTEND EXISTING CHIMNEY AS REQUIRED TO CONFORM TO SECTION R1003.9 OF THE 2018 IBC TERMINATION W/ BRICK AND MORTAR I COLOR TO PERFECTLY MATCH EXISTING AND I `\ I u MORTAR CAP W/ BIRD/RAIN SCREENING SIZED I \ AS REQUIRED. I \ c- 028 I N. t 50.00' REQUIRED FRONT SETBACK `. `EXISTING BRICK < KLESSE FORBES ARCHITECTS �' � ` CHIMNEY `\ I 38 CHATHAM ROAD ` 1 SHORT HILLS, NEW JERSEY 07078 PHONEKLESSE,COM—6602 - - _ --- ------- -- -- t I I < TIMOTHY P. KLESSE, AIA, ASID 1 --- - ---- -- ---- ------- ------ r 1 i I I ' I (2) 2X6 POSTS \ (TYP. OF 4) , I i I MSTC 66 STRAP FRON BOTTOM OF HEADER TO POST �% , < NJ 09204 NY 027863 ' ROBERT W. FORBES AIA L f78 54 < , , EED AP Cm 0 ILL NJ 21AI01962600 -- ---- ---------------- --------- ------------ 1- { — — ' - --- --- -------- ALTERATIONS ESIDENCE OF: -- - , I I I I 41------ --- I f-14� f- 4_ I i , \\ < �� _ I _ I Mr.�. _ + _ I , � � Fried & Mrs. O'Brien 1050 Hyatt Road Tj'l ` Southold, NY 11971 1 u ureDER (Aan.� crr PLAN. i 1 , , t � ' , I LILL__' t \ < M LUL I O { I t- —____-- -- 1 < , I I I I ii E. E. � i i , < { = S�bE w {�{ � Z—t < -I - ------- -----_ -- --- ---- `'---------- -------------------L' ------------ -- --- t I EXISTING WD. C < SHAKE (TYP) I I ' o [L < 1ST _ — I— — i N. N. N. I IN. N. � � � i °-1 1 1 34.80' EXISTING SETBACK ' < 1 I 1 I I 1 < ' -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- �,�EFtED FOLLOW NARROW WALL BRACING MEAN GRADE (VERIFY WITH SURVEYOR) I 0 �O PETER DETAIL ?/A-2. SEE PLAN FOR HOLD �� rCL 1 DOWNS AND CAPS r-1-------------------------------------- --------- ------ 0271 61 007- '------------------------------------- \� oP NUJ REARELEVATION POWER VENT, SEE SPEC FOR DETAILS I ' EXISTING BRICK CHIMNEY \ 1 1 , , SEE FRONT ELEVATION FORUj TYPICAL ELEVATION NOTES --- --- --- -- --- --- --- --- --- - - --- --- --- --- --- --- --- --- --- -- --- --- --- --- --- --- --- --- ---- --- --- --- J LEGEND OF CONSTRUCTION a� \� 1 EXIST. PARTITION TO REMAIN ` I I _-___::___`_= EXIST. PARTITION TO BE REMOVED I NEW PARTITION NEW 2 x 6 PARTITION ATTIC FLR. \� I NEW 42" HIGH PARTITION '- LL LLL� — — — — _ NEW INTERIOR BEARING PARTITION BRICK / STONE 4 x 4 POST PROVIDE SOLID 4 x 6 POST BLOCEING AS I _-_, 1 I I t =t-- J , r ♦\ A�- RT'QZ7IRED 0 POST ABOVE ' 'AW- I I �>,•-� ''iI , ' - :E % I I ` \�` 1 ARCHED OPENINGO ERESSo SS EGRESS NC BEDROOM #1 ROOM NAME -- _ FLOOR/PLUMBING (SEE SPEC.) -'�' N 8'-0" CEILING/WALL HEIGHT ----- ----_--r-,--" '- I 1 I CEILING/WALL HEIGHT ® POINT 2ND FLR. I \� I BEAM CONFIGURATIONS: i' FLUSH RECESSED SEMI-RECESSED DROPPED II II , I CLEARANCE __-----~-------- -__-_ ------ I t ` All structure as indicated on plans is for flooYb.1. -_ -------------- This document- and the ideas and designs incorporated herein, ------ I ` i ____ �—-------- _-------=~_1s_ __-- --- J r \ ' cis on instrument of professional service is the roe of ---- -- --____=___=__=_- __===_� I --- - - - I I ------------ i - =,;, --- i i —t-� --- { ii I esse Associates PA and is not to be used in whole or in port , 1 I I without the written authorization of Klesse Associates PA { 1 BUILDING DEPT REVISIONS 03/17/2023 ! ?RELOCATE ! { , i ' REOCATE _ i ;i NO. REVISION DATE i { -l-IL—jI—�I-I- --------- - ------ `-'--i- I w 1 01 DRAI/ING TITLE 0 I REAR ELEVATION & RIGHT SIDE ELEVATION 1ST FLR. {! 15'-0" REQUIRED SETBACK ' IJ ' — — IF THIS LINE MEASURES 3" DRAWWG IS AT FULL SCALE n — _ 7 IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE MOP DATE: 09/29/2022 I I 1 I I I 1 -- -- -- --_�__T_-- - I -- ---r--, -- ---;-_-- -- -- _-�.-- -- --_.L_-- -- -- -- - ...�_-- -- -- -- --_-;--- -- -- -- -- -- -- 1 -- -- -- -- -- 1 _ SCALE' MEAN GRADE (VERIFY WITH SURVEYOR) 1/4 = i'—o" I i i i i i o I I " I -1---'-----------------------1-� '-� i� i L� I E GRAPHIC SCALE ABOVE '----------------L----------------------�- -- ---J ------------- I DRAWN BY: I , 29.80' EXISTING SETBACK AF/RF/AM RIGHT SIDE ELEVATION ' _ _ ' 1 CHECKED BY: I I I r-1-------------------------------- --------- ----------1-� — — — — — — I , I ; I TK r 0 B SEE FRONT ELEVATION FOR -----------------------------------------------------------y-------------------------------------------------------- I DRAWING NUMBER TYPICAL ELEVATION NOTES A- 8 PROJECT N0170 5 2 SHEET 12 OF 14 FRIED/O'BRIEN e� ?x•'', a 1 pAk 0 B� - KLESSE FORBES ARCHITECTS 38 CHATHAM ROAD SHORT HILLS, NEW JERSEY 07078 PHONE (973) 379-6602 -- IUSSE.COM i Ii TIMOTHY P. KLESSE, AIA, ASID I ; j ! CLOSED CELL SPRAY INSULATE NJ 09204 NY 027863 e C-4 � CLG. TO R-40 ROBERT W. FORBES, AIA, LEED AP ' ---------------- ------------------___------- ------------- ------;: � �- ----- - ------------- -- ---- --------------------- ------- --- $ NJ 21AI01962600 L --- ----------------------------------------------------------------------------- ---------------------------------------- ------------- A-2 TO RESIDENCE OF: —————— ------ N Mr. Fried & Mrs. O'Brien 1 1 1050 Hyatt Road --------—--------—------------------------------------ Southold, NY 11971 I , -- —-—--------------—------------------—---------—--------—------------------—--—-----—-------——--- LULL - o- 0 W = i Q Lj -, [DID I 1ST ROOFING AS SPECIFIED OVER UNDERLAYMENT (SEE GENERAL NOTES), > > 5/8' C—D PLYWOOD SHEATHING, AND BUILDING SECTION A- A �� AF2 C�y�T RAFTERS (SEE PLANS FOR SIZE AND .`',,tJCR k4Fs ��j• DIRECTION). 3/4 THK. T&G B—C PLYWOOD SUB—FLOOR OVER 2 x S WITH INSULATION BAFFLES & R-21 BATT AT EAVES AND %O BALANCE TO BE R-30 BATT INSULATION OVER HABTTABLI 4 j _. LINE OF EXISTING STRUCTURE TO BE ODEMOLISHEDSPACES, 1/2" GYP. BD. CLG. SHED READY FOR NEW �- STRUCTURE AS INDICATED -------------------------- Vz LEGEND OF CONSTRUCTION EXIST. PARTITION TO REMAIN __:__-- EXIST. PARTITION TO BE REMOVED NEW PARTITION M22Z= NEW 2 x 6 PARTITION NEW SIDING AS SPECIFIED, TYVEK, 1/2' C—D [ NEW 42" HIGH PARTITION PLYWOOD SHEATHING, 2 X 6'S 6 16' O.C., NEW INTERIOR BEARING PARTITION R-21 BATT & 1/2" GYP. BD. INTERIOR. BRICK NN / STONE ® 4 x 4 POST PROVIDE SOLID BLOCIaNG AS FINISH FLOOR OVER 3/4" THK. T&G C—D ® 4 x 6 POST REQUIRED PRIMARY BEDROOM #1 VESTIBULE MASTER BATH #1 BEDROOM 12 o PLYWOOD SUB—FLOOR GLUED AND ❑ POST ABOVE rn - <75 SCREWED, OVER JOISTS (SEE PLAN FOR ARCHED OPENING '- - SIZE & DIRECTION), (1) ADDED FULL BAY --- WIDTH SCAB PLATE & 1/2" GYP BD. CLG. ---------- ----------------- ------- --------------------- -------, �= BEDROOM #1 ROOM NAME —— OX FLOOR/PLUMBING (SEE SPEC.) I N 8'-0" CEILING/WALL HEIGHT " CEILING/WALL HEIGHT @ POINT BEAM CONFIGURATIONS: r----— -_—_ --- ---- FINISH FLOOR OVER 3/4" THK. T&G li —` ---------------- _ ----- ------ — _ SE SEW—RECESSED DROPPED r,_ ------------ ------------------------- --------------- ---------- ---------- —--------r-~ G D PLYWOOD SUB FLOOR GLUED - ---___— �_, CLEARANCE .----------------- ------ ------- ----- - -------- ------- ----- - ---- ---- -- o: ----- �-i AND SCREWED, OVER JOISTS (SEE PLAN FOR SIZE & DIRECTION) & 1/2' G.C. TO DEMO EXISTING 4" SLAB ABOVE AND -- GYP BD. CLG. All structure as Indicated on plans is for floor above IXISTWG BACKFILL EXCAVATE t3'-6' AND POUR This document: and the ideas and designs incorporated herein, NEW SLAB AS INDICATED READY FOR NEW tzi I as an instrument of professional service, is the property of CRAWLSPACE. VERIFY EXISTING FOOTING AND i ' ' 12" CMU's OVER 1'-0" DEEP x 2'-6` WIDE Klesse Associates PA. and is not to be used in whole or in part NOTIFY ARCHITECT OF FINDINGS. o i CONTINUOUS 3500 PSI CONCRETE FOOTING W/ without the written authorization of Klesse Associates PA 3 CONTINUOUS 14's & #4's 0 16" O.C. _ ; ALIGN ALIGN I NO. REVISION DATE F.F. FLUSH F.F. FLUSH R i DRAWING TITLE I BUILDING SECTIONS i 1 , IF THIS LINE MEASURES 3" DRAWING IS AT FULL SCALE RAWLSPACE SLAB I IF THIS LINE MEASURES 1-1/2" DRAWING IS AT 1/2 SCALE o l I 09/29/2022 I 4" CONC. SLAB W/ 66 x 88 WWM., 6 MIL VAPOR SCALE: — —— Z BARRIER, 2" UNDERSLAB RIGID INSULATION, OVER SBE"GRAPHIC"SCALE ABOVE 4 COMPACTED GRAVEL & COMPACTED FILL i I A-2 DRAWN BY: BASEMENT LAB AF/RF AM 1 CHECKED BY: Tx BUILDING SECTION ' B - B ' DRAWING NUMBER A- 9 PROJECT N017052 SHEET 13 OF 14 FRIED/O'BRIEN