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HomeMy WebLinkAbout51708-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 51708 Date: 03/05/2025 Permission is hereby granted to: Sheila Stoltz 6 Lee PI Bronxville, NY 10708 To: demolish and construct a new single-family dwelling as applied for per SCHD, DEC,Trustees&ZBA approvals with flood permit. Premises Located at: 2025 Smith Rd, Peconic, NY 11958 SCTM#98.4-19.2 Pursuant to application dated 01/14/2025 and approved by the Building Inspector. To expire on 03/05/2027. Contractors: Required Inspections: Fees: Single Family Dwelling-NEW $3,594.50 CO-RESIDENTIAL $100.00 Flood Permit $150.00 DEMOLITION $717.60 Total S4,562.10 uilding Inspector�� � TOWN OF SOUTHOLD—BUILDING DEPARTMENT W Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 l��rittla ://�vww outllolclto� iin ' a)'v APPLICATION FOR BUILDING PE MIT For Office Use Only PERMIT No. Building Inspector:, _ APR 0 6 2022 Applications and forms must be filled out in their entirety.Incomplete BUILDING DEP TOWN OFSOUTHOLD applications will not,be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:03/23/2022 OWNER(S)OF PROPERTY: Name:Sheila Stoltz 000-098.00-04.00-019.002 Project Address:2025 Smith Rd., Peconic NY Phone#:914-310-6220 Email:sheila.stoltz@compass.com Mailing Address: CONTACT PERSON: Name:Sheila Stoltz Mailing Address: Phone#:914-310-6220 Email:sheila.stoltz@compass.com DESIGN PROFESSIONAL INFORMATION: Name:Ray Nemschick Mailing Address:66 East Main St, Patchogue, NY 11772 Phone#:631-563-2130 Email:r.nemschick@nsarchitects.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure [--]Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: El Other Issued for Denial $ Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes *No 1 PROPERTY INFORMATION Existing use of property:Single-Family Residence Intended use of property:Single-Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes I_No IF YES, PROVIDE A COPY. 19 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 of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and 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 210.45 of the New York State Penal Law. Application Submitted By(print name): k ) eAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF-OdA t4-t 4 1 l' ) "'" being duly sworn,deposes and says that(s)he is the applicant (Name 4 individual signing contract) above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of , 20� �. No Public LAWRENCE E. SILVERMII`N Notaw PulAc,Stato of New York LIWified in SUffnik Cnunt�+ 0 � Corr mission Expires January , (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 March 04,2025 NEMSCHICK SILVERMAN Amanda Nunemaker Principals Building Department Town Of Southold Ray W Nemschick,AIA NCARB Lawrence E Silverman,AIA NCARB 54375 Main Road,P.O. Box 1179 Richard P.Winner,AIA Southold,NY 11971 Edward C Farrell,AIA Re: Stoltz Residence 2025 Smith Rd,Peconic,NY NSA Project#:21-2355 Amanda, I hereby certify that 1 am a licensed architect in the State of New York. To the best of my knowledge, information and belief, there is no natural gas on site at the residence above. Should you require further information,please contact our office at any time. Sincerely, NEMSCHICK In ILVERMAN ARCHITECTS P.C. Raymond Nemschick,AIA NCARB Principal � n D A MAR 4 2025 Nh 0 Cc: Sheila Stoltz or 1�""4 NEMSCHICK SILVERMAN ARCHITECTS 66 EAST MAIN STREET I PATCHOGUE, NEW YORK 11772 1 631 563 2130 1 631 563 2139 1 www.nsarchitects.com EG, .;w 2/28/2025 SHEILA STOLTZ Service To: 6 LEE PL 2025 SMITH RD BRONXVILLE NY,NY 10708 PECONIC,NY 11958 Customer Project#:900000215798 Dear SHEILA STOLTZ: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service,whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI Generated by REScheck- ''`eb Software Compliance Certificate Project 2355_Stoltz Residence Energy Code: 2018 IECC Location: Peconic, New York Construction Type: Single-family Project Type: New Construction Project SubType: None Conditioned Floor Area: 5,066 ft2 Glazing Area 17% ``�" Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 2025 Smith Rd. Sheila Stoltz Raymond Nemschick Peconic, NY 11958 2025 Smith Rd. Nemschick Silverman Peconic, NY 11958 66 East Main St. Patchogue,New York 11772 (631) 563-2130 r.nemschick@nsarchitects.com C ornpliance: Passes using UA trade-off Compliance: 23.9%Better Than Code Maximum UA: 682 Your UA: 519 Maximum SHGC: 0.40 Your SHGC: 0.25 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. Gross Area C.Vity Cont. Prop. Req. Prop. Req'i Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,381 38.0 0.0 0.030 0.026 71 62 Ceiling 1: Cathedral Ceiling 229 38.0 0.0 0.027 0.026 6 6 Ceiling 2: Cathedral Ceiling 187 38.0 0.0 0.027 0.026 5 5 Wall: Wood Frame, 16" o.c. 4,664 26.0 0.0 0.052 0.060 202 233 Door: Glass Door(over 50%glazing) 266 0.180 0.320 48 85 SHGC: 0.25 Window: Metal Frame 516 0.180 0.320 93 165 SHGC: 0.25 Floor:All-Wood joist/Truss 2,685 27.5 0.0 0.035 0.047 94 126 Project Title: 2355_Stoltz Residence Report date: 12/02/24 Data filename: Pagel of 2 Compliance Statement, The proposed building design described here is consistent with the building plans,specifications,and other calculations s bmitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Ve ion :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. W'gpl r 4xv ame- i'tle a :e . vkED (P o. O Project Title: 2355_Stoltz Residence Report date: 12/02/24 Data filename: Page 2 of 2 Board of Zoning A1212cals ApIllication AUTHORIZATION (Where the Applicant is not the Owner) I, C 5) ,, — residing at . 6 f � (Print props4 owner's name) (Mailing Address) rewh(u",- NY )I do hereby authorize Ray Nemschick (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (OwAer's ' nature) Am roe �°" (Print ner's Name) e; BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK r PERMIT NO. 10589 DATE: JUNE 12,2024 ISSUED TO: SHEILA STOLTZ PROPERTY ADDRESS: 2025 SMITH ROAD PECONIC SCTM# 1000-98-4-19.2 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on.Sew b 1 .20 24, and in consideration itleration of application fee in the sum of 1,,, . Q paid by Spa Stoles and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing two-story dwelling and appurtenances,and construct a new 2.5-story,single-family dwelling with a front porch; rear porch;covered walk;outdoor , shower over grade-level deck and piped to a drywell;install new gravel driveway in place of ` existing; new public water service; new I/A sanitary system;install stormwater drainage system; and to perpetually maintain as a vegetated nor►-turf buffer the existing vegetation located within 100 feet of the limit of beach adjacent to Hog Neck Bay(allowing for the maintenance of the existing sand footpath);with the condition that the entirety of the property be a vegetated non-turf buffer with the exception of the existing'ltiwn area on the bay side of the home and access paths surrounding the house; and with the exception to establish and perpetually maintain a non-disturbance buffer at least 100 feet wide north/landward of the limit of beach; retain all native trees;install three native hardwoods; no cedars removed along access path; all as depicted on the revised site plan prepared by lemschick Silverman Architects P.C.,last revised August 20,2024,and stamped approved on September 18,2024. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its-Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of the day and year written above. f so Glenn Goldsmith,President Town Hall Annex�► 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly s Telephone(631) 765-1892 Elizabeth Peeples , Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 21, 2024 En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: SHEILA STOLTZ 2025 SMITH ROAD, PECONIC SCTM#: 1000-98-4-19.2 Dear Sirs: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, October 16, 2024: RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10589, as issued June 12, 2024, to remove and replace in-kind and in-place existing wooden post & rail fence; existing cedar trees are to remain with the exception of any dead or diseased individuals, which are to be, removed and replaced in-kind and in-place; and as depicted on the site plan prepared by Nemschick Silverman Architects P.C., received on September 11, 2024, and stamped approved on October 16, 2024. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerei , Glenn Goldsmith, President Board of Trustees .ssxan *+�r SEP I,.. 35 5 40'28 44 \E - `*� t Ai. _ = M APPROVED 6OARp OF idISTEES O LA. OWN OF SOUTHOLD c ' � cPiem�er V$�1okYE 4 103 _ a ' w g SMITH ROAD ♦ 4 V.IGGYrY?'MAP d COVERAGE OVE2`CQW3V BUILDABLE?A �� — _SITE AND ZON[IVCr DATA .6� RAGE �V A C`CaVE OF OVV N,Y.S.D, C ADJACENTARVA 5TFK KE -, _ r NEMSCHICK SILVERMAN ARCHITECTS P_C. =s PP-100 PATCHOGU2,NEW YCFK it 712 = I . � I - 11 I - . I � . - - ­1 � - - . - ­ - . .. - .- - ­_- .1 .--- � --- _­-� - - -- I -- .- - - -_ -1 . . - ­ - . I I - L � - . - 9�ff�K � I A S-1)6� 1 J�,jl,//,z I - � ,� 1. , � 'i ­ ",i�,,; *, I ": ,��__-""_ : " I I 11 2025YMITH RP * TOW/1 orfoUTHOLP I I �,,R* :, f�­', _ ]�� _ _ ...�: �:i . - ..... , . � - � " " 0 **`� .N.N. 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", ' . - �� ­._.�� . , ` G 0 DATE DESCRIPTION: � :� �f�:� .I_�, --,".", .�. ,, _ � , . � " "e� f .��� :,�.. ,�, r .. ..iii: �f,�, 1 ii. , �.... ,, , � . - .+ .. ... , ., , .. � ,� _ 1� � Ii. � , + . __�*�.!:...­:i��,+if '. , . , f�f , .... ,+ �:,- ::_..+ , 11� ` 1�"Ii:. " , I ,", �'+' ::�;� GEALRAL /10TU, LEGEAP .� M­ ­­_ _­__ - . .. , . if !q�, �.,., � , �,�",. . , 08/28/24 wum roR e)v I I -�:� -f:i: � � '�­:: ..�.. ,, : .++,�:� ,�� -:�-�.�, �­ -11-,, 1.,,. ,4 �; � xr,% "IM-,-, \11 . . , ."m.� . . . !:: ly�:' ... ­ � . � � ., + -1 . 1 11/01/24 vjuED roR r1LI11G Y, , +d� �, .�. ;, �' :j �11/ z,' %L1,IN "i. � �� :�;::.. 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JTOLTZ RrV117"cr- 08/28/24 21-2555 � "...the business of ARCHITECTURE." __ . ......... --­-----------------�--- - -----..-. ....r"mmmo.........--..-......... . .... ­_­_Am�­ .___.. ...___...__ �........._._.__.._.__.._.__...__. .LL .-.. - . �........... ­1 ___......__._ MITH RD. - - . - --------. .__ ---.--- 10*0% - - � �_ . ___���-..-.---,&Oo"M"",%-,----------A�&-----*.- �— ---- __ 2025-il SCALE: DRAWING NO.: - - ..(*# kj%*� PECOIiIC, 11Y 11958 Af tiOTLP . ... ��___ , _,/ ­......................�.............. ......................... __­._.._____ ­--------- .................... ..... �...�-------------------------- ..........--------------- .................. -....... .......................................................... ..........................�...... ..._._.. . ................ 66 EAST MAIN STREET . DISTRI T: SECTION: BLOCK: LO : DRAWN BY: � I PATCHOGUE, NEWYORK 11772 1 %wfT0 I I z I I R L)( I 1) r / I c E I %w I 11 � �*, p �k I 11�� !X, ��� I I � 91, Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 Zf m�11 � F � j E l LNG SYE I ® G N AB5REVIA TION5 c 01\45 T TION No TE5 5YMB0L Dff5GR/PT/ON SYMBOL DE5CR/PT/ON A. AREA EQ. EQUAL O.A. OVER ALL GENERAL N07E5 CONCRETE AMRI CAN A.B. ANCHOR BOL T EQUIP. EQUIPMENT O.G. ON CENTER FINISH NOTES A.G.I. GAN OPT OPTIONAL L WORK 15 TO CONFORM TO THE RULES AND REGI/LATlONS OF THE 1. ALL CONCRETE WORK SHALL CONFORM WITH THE REQUIREMENTS G1� THE OPEN/NG CONCRETE �C ETCETERA ON 4. BEAM CONNECTIONS SHALL BE DE5/6NED TO WITHSTAND OI E41AL.F THE I. PAINTING OR INTERIOR FINISHING SHALL NOT BE DONE UNDER CONDITIONS INSTITUTE EXI5T. EX15TIN57 OPP OF'P05/ LOCAL BUILDING DEPARTMENT AND THE kr5. RE5/DEWIAL CON57RlCTION AMERICAN CONCRETE INSTITUTE A.G.I. 510 LA7F5T EDITION. MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND WHICH WILL .EOPARDIZE THE OUALI7Y OR APPEARANCE OF 51UGH WORK. WORKMANSHIP,WHICH I5.,LODGED LE55 THAN FIR5T QUALITY BY THE ADA. AMERICANS WITH EXP. EXPOSED GODS. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE GONSIDERFD 2. CONCRETE GON7R.AGTOR TO SET AND PLACE FORMS WITH STRICT SPAN CONDITIONS SHO1Md OR THE LOAD lNDlGA7FD ON DRAWINGS, 5E6TION TACT- 5EE DISABILITIES ACT EXT. EXTERIORPL. PLATE RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN ATTENTION AND GARS TO ALL DATUM, FLOOR AND GRADE ELE✓ATION5 WHICHEVER 15 GREATER ARCHITECT,WILL BE REJECTED x ELEVATION Tr�G- ADH. AD�/E5/VE FD. FLOOR DRAIN PLINB PLUMBING X-X DWG. A5 NOTED X 5EE DWG. A5 NOTED A.F.F. ABOVE FDN. FOUNDATION 1'L YIND PLYWOOD ACCORDANCE WITH ALL STATE AND/GNP LOCAL GORES 3. CONCRETE PROTECTION FOR REINFORCEMENT 5HALL CONFORM TO L.ATE5T 5. hELDING SHALL BE IN ACCORDANCE WITH Ah5 SPECIFICATIONS USING 2 SUBMIT COLORS TO THE ARCHITECT, FOR APPROVAL. FINISHED FLOOR FIN. FINISH PNL. PANEL 2. ALL ELECTRICAL WORK TO BE FIRE U'1(DERWRITER5 IMPEGTED AND A.G.I. 5PE-CIFIGATION. E70-XX ELECTRODE5. PR. PAIR ALT. ALTERNATE FIXT. FIXTURE' APPROVED. SUBMIT CERTIFICATE TO OWNER UPON RECEIPT. ,/Ag ALLW. ALUMIM/M FLR. FLOOR PREP• PREPARATION/ 4. ALL TEMPERATURE REINFORCING 5HALL BE 5UFFICIENMY EMBEDDED TO 3. PREPARE SURFACES TO RECEIVE THE 5PECIFIE P FINISH. TAPE AND 5AN9 !'REPARED 5ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL DEVELOP RILL 5TRENGTH IN ALL CONCRETE WALL5 AND SLABS. 6. ALL BOL T5 5HALL BE A57M A-525N AND 5HALL BE IN5TALLE77 TO A SNUS 5MOOTH GYPSUM BOARD TO RECEIVE THE SPECIFIED FIN15H. PAINT GRADE ANOD. ANODIZED FFT T�Z T P5.F POUNDS PER FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS AS CONDITION A5 DEFINED IN A15C 5F551FIGATION5 WOODWORK 5HALL BE HAND SANDED BE7MEN COAT5 AND P115TED GLEAN. A.N.S.I. AMERIGAN FTC. FOOTING �A�FOOT 5 PROVIDE A17EGN/A72_ TIES FOUR ALL STEEL.. REINFORCED IN SLABS,B1r4M5, FIN15H TAG- SEE FIN15H NATIONAL SHOWN ON THE PLAN5. UPGRADE, SERVICE, METER AND PANEL A5 MAY PIERS,AND WALLS, REINFORCED TO BE HELD AT CORRECT DISTANCE FROM ALL HOLES, PITCH POCKETS OR SAPPY PORTIONS 5HALL BE 5GRAPED AND x T�4G- SEE DWG. X_X STANDARDS GA. GAGE/GUAGE P.5.I. PO'UND5 PER BE D/ FORMS AND EARTH EI STEEL CHAIRS OR TIES 7 ALL PELDER5 5HALL BE CURRENTLY CERTIFIED. THE FOLLOWING SHELLACKED, LEGEND $ CEILING FIN. INSTITUTE GAL. GALLON SQUARE INCH CERTIFICATIONS ARE ACCEPTABLE. NEW YGRK 5TATE, NEW YORK CITY- A5 X-X NOTED LEGEND APPROX. APPROXIMATE GALV. GALVANIZED PT. PART/POINT 4. ALL PLUMBING WORK TO BE IN 57R16T ACCORDANCE AIM N.r5. CODE 6. FOLLOW C.R.5I. RULE5 FOR PLACING ALL REINFORCING 57EEL AND DEPT. OF BUILDING5, OR TESTING LABORATORY CERTIFICATION TO THE AP6 4. FILL CRACKS, HOLE5, IMPERFECTIONS IN EX15TINC WALL5, PARTITIONS, OR ARCH. ARCHITECT/ G.G. GENERAL PVNr R,AVEMENT AND ALL APPLICABLE LOCAL REGULATIONS. AGCE550R1E5. CODE. GYP (,M BOARD W/TH PATCHING PLASTER AND 5MO9TH OFF TO MATCH CONTRACTOR -URAL OP. GRADE Q7)ll QUANTITY 5. CONTRACTOR r0 EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR5 7. 5HALL CONTRACTOR 5HA SUBMIT CONCRETE MIX REPORT WITH ADJOINING 5URFACE5 OR LAMINATE WITH I LAYER of 1/2"GyP5UM BOARD AVG. AVERAGE GL. GLA55 RAD. RADIUS PAINTING PLUMBING B.O. BOTTOM OF GYP. GYPSUM RD. ROOF DRAIN LIABILITY,WOIRKMAN5 COMPENSATION, COMPLETED OFERATION5,ETC. COMPRE55/ON TEST RE5ULT5 R ENGINEER FOR REVIEW TOR TO TO ACHIEVE REQUIRED SMOOTHNESS,AS PER ARCHITECTS INSPECTION. - - ELE1/A TION ACCE550R/E5 TAG- BD BOARD H.G. HANDICAP REGPT RECEPTACLE ADEQUATE FOR THE PURPOSES OF TH15 PRO-EC T AND,CORN/SH PROOF OF STARTING FOUNDATION GON57RUGTlON. L ALL STEEL. AFTER FABRICATION 5HALL BE THOR016H Y GLEANED G1�RUST, 5 {y/PE 1�EDy GYPSUM BOARD SURFACES WITH A DAMP GLOTN.,UST PRIOR TO x-x BLDG. BUILDING ACCE551BLE REINF REINFORCING SAME TO THE OTHER PRIOR TO COMMENDING WITH WORK. 6. REPRESENTATIVE 72=5T CYLINDERS 5HALL BE TAKEN FROM THE CONCRETE DIRT,L005E MILL SCALE,AND OTHER FOREIGN MATTER AFTER GLEANING, APPLICATION OF THE PRIM59 IN ORDER TO LAY FLAT ANY NAP WHICH MAY BENCHMARK 5EE A66E550R1E5 B.FP. BACK FLOW H.G. HOLLOW CORE REOV REQUIRED PLACED EACH DAY IN ACCORDANCE HIM CONCRETE 5FE61FICATION5. 57EEL 5URFACE5 5HALL BE SHOP-PRIMED WITH ONE COAT OF METAL HAVE FORMED IN 5ANDING PRCCE55. HD. HIGH DENSITY 6. EACH SUBGON7RACTOR 5HALL 5UBMIT A COPY OF H15 IN5URANCE LEGEND PREVENTOR HDR HEADER RM. ROOM TESTING SHALL BE PERFORMED AT 7 AND 26 DAYS PRIMER AND ONE GOAT DOLOR TO BE SELECTED BY OWNER PAINT GOATS BLK. BLACK R.O. ROUGH OPENING COVERAGE(WOIRKMAN5 COMPENSATION,LIABILITY,D15ABILI7Y) TO BLKG. BLOCKING HOW. HARDWARE 5HALL BE FULL hEUING,AFPLIED THOROGfGHLY AND EVENLY TO THE 6. UPON COMPLETION OF PAINTING WORK, REMOVE ALL PAINT FROM WHERE IT HDWD. HARDWOOD 5URFACE5,ROOF TOP UNIT THE OWNER PRIOR TO COMMENCING WORK EACH SUBGON77RAGTOR SHALL Q ALL lNESH SHALL BE 5PLlGE7>50 THAT THE OVERLAP BETWEEN O/TERMOST 5URFACE5,AND FREE FROM 5PRAY DY5T, RYN5 OR 5AG5. HAS 5PILLED, 5PLA5HE9, OR 5PL.ATTERED ON EXP05E9 ADJACENT BRO. BEARING H.M. HO/[��O��yy META� 5AN. SANITARY SUBMIT LIEN RELE45E5 PRIOR TO REQUESTING FINAL PAYMENT. CROSS WIRES OF EACH SHEET 15 NOT LE55 THAN THE 5PACING OF TIE 5URFACE5. EXTERIOR FINISH TAG- BTM BOTTOM GON7R.AGTOR(5) 5G. SOLID GORE HEIGHT 5C BETWEEN 7. CONTRACTOR SHALL A T ALL TIME5 PROCEED HIM WORK A5 TO MINIMIZE CRO55 WIRES PLUS TWO INCHES, UNLESS OTHERWISE 5HOAN ON THE 2. PRUNER SHALL BE RUST-O-LEUM 1069 RUST-INHIBITING PRIMER GNP ROOM ROOM NUMBER BTN. EEN HT. IlT 555TION E THE ONNER5 INCONVENIENCE AND 5HALL DO 50 IN A WORKMAN-LIKE DRAINING• APPROVED EQUIVALENT. 5ECOND GOAT 5HALL BE RUST-O-LEUM 1060 OR 7 EXAMINE FINISH 5URFAGE5 AFTER COMPLETION OF WORK INCLUDING 1XISEE EX7. MATERIAL CAB CABINETH.VA.G. HEATING, SECT. SECTION X X X TAG LEGEND1517E VENTILATION,AIR 5F. 50UARE FEET MANNER. APPROVED EQUIVALENT. MILLWORK INSTALLATION AND PROCEED WI TH '70UG1�/P"AS REQUIRED. G.G.F. COMPACTED CONDITIONING 10. ALL FOUNDATIONS SHALL BE CA5T ON UNDISTURBED OR CONTROLLED GRANULAR FILL SHT. SHEET 6. ALL SALVAGEABLE MATERIALS AND EGXIIPMENT INCLUDING FIXTURES, I.G. 150LA7E9 GROUND 51M. SIMILAR RIRNI5H/NG5 AND DECOR 17FM5 SHALL BE STORED AND PROTECTED FROM GOMPAGIFD SOIL HAVING A MINIMUM BEARING CAPACITY OF TWO(2) TONS 3 AFTER ERECTION, TOUGH!/P ALL FIELD GONNEGTIONS AND ABRADED 6. PROVIDE ARGHl7F6' WITH A MINIMUM OF(3)6"X IO"BRUSHOU- TS OF EACH G.J. CQNTROL JOINT 1NCHE5 PER 5QUARE FOOT UNLE55 OTHERWISE NOTED(51/B.ECT TO FIELD SURFACES WITH 5AME TYPE OF MATERIAL USED FOR 5HOP COATIN5. COLOR AND FIN15H FOR ARCHIT6575 APPROVAL,AT LE45r 2 hEEK5 PRIOR C.L. CENTER LINE INCL. INGLUDE✓ED SM. SMALL DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF AcrloN TO BE SPECS. 5PECIFICATION5 INSPECTION AND VERIFICATION BY CON7RACTORI. TO 517E APPLICATION. ON-517E APPLICATIONS 5HALL BE REQUIRED ONE DOOR TAG- PROP05ED WALL5 CLG. CEILING INFO. INFORMATION SQUAD TAKEN WITH SAME "D hEEK PRIOR TO FINAL APPROVAL. ARCHITECT RESERVES 7NE RIGHT TO OCLC'S. CL05Er IN5UL. INSULATION X SCHEDULE � REFER 70 FLOOR GLR CLEAR INSTL. INSTALLATION/ 50 FT. 501ARE FEET 9. PROTECT AND MAINTAIN EXISTING UTILITY LINE5 WHICH ARE TO //, MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWo AD.AlST ANY COLOR/FINISH ONCE THE WALL TEST HAS BEEN MAL7E. DOOR 5GHD. PLANS FOR 51ZE COL. COLUMN INSTALLED 55, 5/S 5TAINLE55 57EEL REMAIN IN 5ERV16E IN 5U6H A MANNER A5 TO AVOID INTERRUPTION OF HORIZONTALLY WHERE ELEVATIONS CHANGE. L ALL LUMBER SHALL BE DO.IGLA5 FIR LARCH NO 2, FB = 675 P51, FV= g5 g FIN15H 1/'JDERSIDE G�SOFFITS(WHERE TT LE)' TO MATCH ADJACENT CONC. CONCRETE INr. INTERIOR 57D. 57ANDAR0 THERE LINES UNLE55 OTT•ERW/5E NOTED,ALL EX15TIN6 UTILITIES 5HALL BE P51,E= 1,600,000 P51, MAXIMUM MOl57URE CONTENT<lg% COND. CONVOT J-BOX -MC TION BOX 57L. 57EEL AL TERED, GAPPED, OR RELOCATED IN A MANNER APPROVED BY THE I2. ALL RETAINING WALL5 SHALL BE ADEOUATFLY BRACED L X RING VERTICAL FINl5H, U.O.N. J5T. J015T CON57RZTION TO MAINTAIN SAFETY AND 5TABILl7Y. BACKFIL.LINC7 5HALL 2. ALL 5TUD LUMBER 5HALL BE DOUGLA5 FIR LARCH 57VD GRADE, FB = 675 GONN. CONNECTION 57R(IGT. STRUCTURE/-AL PROP05ED DOOR JT: JOINT GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING-M15TJICTION NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED g0Z OF THE SPECIFIED P5I, FV= g5 P51,E= 1,400,000 P51, MAXIMUM M0/57URE CONTENT<Ig% GONST. CON57RUGTlON SIl1'PL. SUPPLY/-LED IO INSTALL ELECTRICAL SWITCH AND OUTLET COVER PLATES, SURFACE lHIN,904 TAG- CONr. CONTINUOUS IN. 5r�LIER 51/SP. 5U5PENDED so A5 TO GUARANTEE A COMPLETE INSTALLATION. HARDWARE,ETC.,AFTER PAINTING AND/OR APPLICATION OF WALL O REFER TO FLOOR GONTR. CONTRACTOR LAM. LAMINATE' T/ TOP OF DESIGN STRENGTH COVE-RINC75 AND CARPET. SCHEDULE PLANS AND 5CHED. G.T. CERAMIC TILE LAV. LAVATORY 7B 7NRO6H BOLT ll. CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING hbRK .3. ALL WOOD CON5TRUCTION 5HALL COMPLYWITH THE NATIONAL DESIGN DOOR 56HD. c.51. CONSTRUCTION LB5. POUND5 TtB TOP$ BOTTOM ADJACENT TO HI5 WORK, OR DAMAGED A5 A RESULT OF HI5 WORK. I3. ALL CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF 3,000 P510 25 5PECIFICATION FOR WOOD CON5TRUGTLON, LA EDITION. FOR SIZE ll. MODIFY EXISTING FLOOR SURFACES, TO RECEIVE NEW FLOORING MATERIALS SPEGIFIGATION L.F. LINEAL FOOT TAG TONGUE� GROOVE {�/�EXISTING MATERIALS ARE TO BE MATCHED,GARS l5 TO BE DAYS. FG'UhIDATION, SLABS ON GRADE AND CONCRETE EXPOSED TO INSTITUTE L.P. LOW POINT TEMP. TEMPERED TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORM5 AND FEATHER SHALL BE AIR ENTRAINED TO PREVENT NOTICEABLE LUMP5 AND DEPRESSIONS. 4. ALL WOOD EXPOSE-7)� TO{1EA7T�ER SHALL BE GGA TREATED IN GU. CUBIC MATT.. MATERIAL TYR TYPICAL CONTOURS. ACCORDANCE HIM AFPA 57ANDAR95. IZ PARTITION5 AND MILLWORK TO RECEIVE 57RAI&HT RE5ILIENT BA5E OR MAX. MAXIMUM Ill. VNVER lRI7ER5 14. ALL CONC PROP05ED F1X7VRE5 DBE• DOUBLE LABORATORIES I2. BEFORE 5UBMITTING A PROP05AL, IT 5HALL BE THE RE5PON50117Y RED REINFORCING STEEL SHALL BE IN ACCORDANCE HIM ASTM ME-CH. MECHANICAL NY CARPET, COVE RESILIENT BA5E AT RE5ILIENT FLOORING N.. VO. Qx REV15/0N TAG ���) FOR FUTURE 1 EG DEAD R MFG. MANUFACTURER W. ULTRAVIOLET OF THE CONTRACTOR To FAMILIARIZE HIMSELFW/rH ALL EXISTING A-615 GRADE 60 DEFORMED BARS 5 ALL WOOD CONNE6TOR5 5HALL BE BY "5IMP-SON "TEGO; OR DI DIM. DIMEN5/ON MIN. MINIMUM V. VOLT/YOLTAGE CONDITION5, MAMRIAL5 TO BE MATCHED,WORKING 5PAGE AVAILABLE, 15. WELDED WIRE ME5H 5HALL BE IN ACCORDANCE WITH A5TM A-105. APPROVED EQUAL. 13. STAINED AND FAINTED SURFACES SHALL BE FINISHED SUCH THAT JOINTS DN. DOWN M15G• MISCELLANEOUS VB. VAPOR BARRIER 5AFE7Y PRECAUTIONS ETC. REQUIRED FOR THE 5AFE AND EXPEPITIOU5 ARE NOT V151BL.E WHEN VIEWED FROM ANY REA50NABL.E ANGLE. DR. DOOR MM M/LLIMETTR V.P. VENT PIPE 6. MEMBERS DESIGNATED A5 "GANG LAM"OR "LAMINATED VENEER LUMBER"OR DTL. DETAIL M.R. MOISTURE EXECUTION OF TH/5 CONTRACT. FAILURE TO DO 50 W/LL NOT BE /6. ALL STRGfG7URAL MEMBERS SHALL BE POURED FOR THEIR Rll1 DEPTHS /N %VL"SHALL BE MAMJFAG7URED/N ACCORDANCE W/7M 5PEC/FLGATION5 BY 14. WALL COVERING 5EAM5 5HALL NOT OCCUR WITHIN/"-O"OF CORNERS. SMOKE $ CARBON 5MOKE ALARM.- RE515TANT VERT. VERTICAL CAU5E FOR EXTRA C05T5 TO THE OWNER OR ONNER5 REPRE5ENTATIVE5. ONE OPERATION. CON57RZTION JOINTS SUCH AS A DAYS PaR JOINT5 DWG. DRAWING MONOXIDE DETECTOR: OWLS. DOh1s Mo. MOUN7E9 W/w/o WITH/WITHOUT CONTACT THE ARGHITT=GT IMM177/ATELY IF FIELD CONDITIONS ARE SHALL BE LOCATED IN THE MIDDLE OF THE SPAN, MAIN REINFORCING TO LOU151ANA PACIFIC CORP. NO 5UB5T17UTE5 5HALL BE PERMITTED WITHOUT APPLY FABRIC 50 WAL.L 15 DIVIDED WITH A MINIMUM NUMBER OF 5E4M5, INTERGONNEG 7ED IN7r• METAL � WOOD FOUND TO BE OTHER THAN THOSE SHOWN HEREON PRIOR TO PRG'G1�DlNG RUN THRG"H THE JOINT, KEY AND ROUGHEN JOINTS TO 1=.�'PGSE THE�GINEERS APPROVAL. L'ESI000GN STRESSES ARE AS FOLLOWS: FB = AND W17H EQUAL WlD7H PANELS, U.O.N. INTERCONNECTED SMOKE SMOKE ALARM EA. EACH N.I.C. NOT IN CONTRACT WDhr WINDOW - 2,g5oP51, FV=2gOP51, E= 2, OOOP51 S/GO E.L.F5. EXTERIOR NOM. NOMINAL WITH WORK AFFECTED BY 5AME. AGGREGA7E'FOR CHEMICAL BOND. 15 LOCATE IN7TR5ECTION5 OF DIFFERENT FLOOR FINISH M47ERIAL5 DIRE57LY CARBON MONOXIDE 5 HAJ OPORED TO INSULATION NOA&M ER H.H. WATER HEATER ALARM HARONIRE17 TO FIN15H 5Y5TEN N.5.F. NATIONAL W. HA TER PROOF 13. CONTRACTOR 5HALL VERIFY ALL DIMEN5ION5 PRIOR TO 7. THE ARCHITECT 5HALL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR UNDER CENTER OF DOORS, U.O.N. UNINTERRUPTED FLEC./ ELECTRICI AL 5ANITATION HT WEIGHT FABRICATION. I7. NO HORIZONTAL .dTVU SHALL BE PLACED IN WALLS EXCEPT A5 SHOh�I ON VERIFICATION OF LOA05 AND BEAM 5IZE5 Wl7H MFR. PRIOR To ORDERING UNINTERRUPTED PRIMARY THE DRAW/NG5 WITHOUT THE APPROVAL OF THE ENGIIEER PRIMARY POWER fiV ELECT. FOUNDATION WW.F WELDED WIRE 14• DI5CREPANCIE5,ERRORS, OM155/ON5,ETC., IN ANY PORTION OF THE AND MANUFACTIURE NOTIFY ARCHITECT OF ANY Dl5CREPAJCIE5, 1N WRITING, 16. SUBMIT CARPET 5EAMIN5 PLAN(F:OR BROADLOOM) TO ARCHITECT PRIOR TO POWER 61%M217' $ ELEV/EL. ELEVATION N.T.5. NOT TO 5CALE FABRIC 5HOULD THERE BE A PROBLEM. ORDERING AND AT L.EA5T(4)hEEK5 PRIOR TO LN5TALLATION FOR UL217 L 15TIN57 DRAWINGS WHICH ARE AT VARIANCE WITH THE LAW ORDINANGE5, RULES l6. MAXIMUM LENGTHS OF FOI'UNDATION WALL POUR 1N ONE OPERATION 5HALL UL2034 LI5TING ENO. ENGINEERED OR REGUL ATION5,BEARING ON T E CONDUCT OF THE WORK SHALL BE BE NO MORE THAN 7W0 CONSECUTIVE COLUMN DIM. OR 60 FEET ARCHITECTS REVIEW AND APPROVAL. REPORTED PROMPTLY TO THE ARCHITECT: 6. THE CONTRACTOR 5HALL BE RE5PON51BLE FOR COORDINATING ALL Ig. CONCRETE CONTRACTOR TO BE RE5PON51BLE FOR SETTING ALL ANCHOR REQUIRED INSPECTIONS OF THE ROX6H AND FINAL FRAMING 17. METAL DOORS, CONVECTOR COVERS, FRAMES AND WALL5 A5 5PEGIFIE D, 15. LF CONDITIONS ENGOUN7FRED DURING CONSTRUCTION DIFFER BOLT5 AND LEVELING PLATES TO RECEIVE A PAINT FINISH 5HALL BE PAINTED AS FOLLOWS: J FROM WHAT 15 5HOWN ON DRANIN55, THE ENGINEER SHALL BE q. REFER TO DRAWING G5-2 FOR DESIGN LOA 5. GYFX�JM NOTIFIE 9 IMME91A7ELY AND WORK 5HALL NOT PIR015RE55 UNTIL 20. PROVIDE CONTINUOUS 2x6 TREATED 5ILL PLA7E OVER TERM TF SHIELD FIRST COAT LATEX PRIMER CIVIL: ARCHITECTURAL: ALL FROBLE45 ARE RE50LVED TO THE 5AT15FACTION OF THE TIL59 INTO FOUNDATION WALL5 WITH 5/6"ANCHOR BOLT5 3'-0"o.c. (/'-O" 10. ALL CONCEALED 5PAGE5 IN WOOD FRAMING 5HALL BE FIRE5TOPPED HIM 5E5ON9 GOAT: LATEX EGGSHELL G-1 - l/A OWT 5EPT/G DE5/6N G5-100 - COVER 5HEBT ENGINEER MAX. FROM ALL CORNERS)WITH IO"min EMBEDMENT. PROVIDE SILL WOOD BLOCKING ACCURATELY FITTED To FILL TIE OPENING AND ARRANGE]] THIRD COAT LATEX EGGSHELL L6. ALL SUBGONTRACTOR5 5HALL BE RE5PON51BLE FOR FILING AND 5EALER AND GROUT SILL PLATF TO WALL. TO PREVENT DRAFTS FROM MOVING FROM ONE 5PAGE TO ANOTHER METAL DOORS FRAMES,• $ CONVECTOR5. G 2 - l/A OWT 56PT/C• D55/6N DETA/L5 G5-10/ - GENERAL NOTE5, LEGBND5, DRAWING L 15T ABBREY/A T/ON5 OBTAINING APPROVAL5 FOR THEIR WORK WHICH MAY BE REQUIRED " FIR5T COAT LATEX METAL. PRIMER 2/. FLOOR SLABS ON GRADE TO BE 4 POURED CONCRETE WITH bxb/14X1.4 GA. ll. PROVIDE BRlDG1NG 6-O o.c. MAX(50L1D OR GR055 BRIDGING). l7. ALL 5UBCONTRACTOR5 5HALL PROVIDE ALL EQUIPMENT, TOOL5, FENCES, WIRE REINFORCING AND 57FEL TROPEL FINISH. PROVIDE 1/2" G-3 - STORMWATER DRAINAGE PLAN PP- 00 - PROP05 D PLOT PLAN 5550ND COAr.• LATEX 5EM/GLG55ENAMEL A-00/ - CODE COMPLIANCE NOTE5 $ DETA/L5 TRAN5PORTATION. 5AFEGUAR195, ETC.,A5 REQUIRED FOR THE PROPER PREMOULDE P EXPANSION JOINTING AT FLOOR 5LAB AND FOUNDATION 12. NOTGHE5 OR HOLES FOR PIPING ETC. IN 57R/C7URAL FRAMING MEMBERS THIRD GOAT LATEX 58416LO55 ENAMEL EXECUTION OF 5 FROM RE ARCHITECTS DRAWINGS MUST BE 511BMlTTED IR WORK. WALL, PROVIDE 2"(R-10 min)RIGID INSULATION 2'-O"EACH hGAY (FOR SHALL NOT BE PERMITTED. I6. PAINT 5HALL BE LATEX- INTERIOR FIN15HE5 TO COMPLY HIM LOCAL STRUCTURAL A-I00 - PROPOSED FOUNDAT/ON PLAN l6. ANY DEVIATIONS FROM TO THE ARCHITECT IN WRITING FOR APPROVAL. HEATED 5PAGE5). BUILDING CODE AND 5HALL BE INTERIOR FIN15H GLA55 G FOR CORRIDORS . 5-00/ - TITLE SHEET $ GENERAL NOTE5 A-IOU - PROPOSED F/R5T FLOOR PLAN Ig. EACH CONTRACTOR AND SUBCON7RAGTOR 5HALL BE RE5PON51BLE FOR 22. ALL 5LAB5 ON GRADE 5HALL HAVE THICKENING /,3, DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS AND ROOMS. S,DEPRE55/ONS, 5-101 - FOUNDA TION PLAN A-102 - PR0P0550 555OND FLOOR PLAN MAINTAINING 5AFE7Y ON THE JOB 517E DURING THE CON5TRUCTION OPEN/N575,ETC.,A5 REQUIRED OR A5 5HOWN HEREIN OR ON 14. ALL FLOOR AND SKYLIGHT OPENINGS ARE TO BE FRAMED WITH DOUBLE Iq INTERIOR FINI5HE5 5HALL BE GL.A551F1E D IN ACCORDANCE HIM SURFACE 5-102 - FIR5T FLOOR FRAMING PLAN A-103 - PR01905BD ATTIC FLOOR PLAN PHA5E TO COMPLY W/7H THE REGULATIONS AND REOU/REMENT5 OF TIE ARCHITECTURAL DRAW/NG5 HEADERS AND TR/MMER5, FILLY JO/NED W/TI 5TEEL BR/DGE5 OR "]EGOS" FLAME RAT/NG5 ALL F/N/5HE5 /N THE FROP05E9 AREA TO BE INTER/OR OCCUPATIONAL SAFETY AND HEALTH ADMIN157RATION. 7HI5 5HALL 23. PROVIDE POCKET5 IN WALL FOR COLUMNS BE AM5 AND 5LAB5 FIN15H GLA55 B. FIN15HE5 MATERIAL 5HALL HAVE FLAME-SPREAD RATING 5-103 - 56GON9 FLOOR FRAMING PLAN A-104 - PROP05ED ROOF PLAN INCLUDE,BUT ARE NOT LIMITED TO: PROVIDING ALL NECE55A1RY M/N/MUM BEARING ON WALL5 OR BEAM5: W"FOR 5LAB5 6"FOR BEAMS 15 TO ELIMINA7F THE HAZARD OF MOISTURE CONDEN5ATLON IN COLD AEA7HEP OF 26 TO 75 5MOKE DEVELOFED RATING OF GLA55 B. 7T7NPORARY 51UPPORT5 AND BRACING A5 MAY BE REQUIRED PRIOR TO AND TO PERMIT THE ESCAPE OF HEAT IN HOT HEATHER. VENTILATION OF 5-104 - SECOND FLOOR CEILING FRAMING PLAN A-lO� - FIRST FLOOR REFLECTED GB/LING PLAN U.o.N ATr1C AND CRAWL 5PAGE515 REQUIRE 9 BLOCKING AND BRIDGING 5HOULD THE THE INSTALLATION OF NEW 577RUGTURAL ELEMENTS, A5 WELL AS 20. ATTACHMENT AND ADHESIVES FOR INTERIOR LOCATIONS,WHICH WILL 5-105 - ROOF FRAMING PLAN A-106 - 5EGOND FLOOR REFLECTED CEILING PLAN ADEQUATF AND PROPER BARRICADE5, RAILINGS,LIGH77NG, 5TAIR5,ETC. 24. TOP ELEVATION OF 5LAB5 SHALL VARY AGGORDING TO FINISH FLOOR BE ARRANGED 50 A5 NOT TO INTERFERE HIM THE MOVEMENT OF AIR PROOZE PRODIUGTS MORE TOXIC THAN THOSE GIVEN OFF BY WOOD OR 5 20I - POUNDAL TION DETAIL A-107 - F/R5T FLOOR POWER PLAN REQUIRED TO FRO 755T THE WORKMAN, OWNER5 PERSONNEL AND MATERIAL. 5E F AIRCH17 CTURAL DRANIN65 PAPER WHEN DE50MP05/NG OR BURNING WILL BE REJECTED. OTHER5 FROM IN-M)r DUE TO CONSTRUCTION WORK. PROVIDE FRIG " „ 16. ALL CATHEDRAL CEILINGS 5HALL HAVE CONTINUOUS VENTILATION FROM 2/ ALL NEW OR MODIFIED CON57RX TION 5HALL BE FINISHED AS PER 0A ER5' 25 /N ANY APPROVED GON57RUGTlON JOINT, PROVIDE 2 X 4 KEY MIN. AND 24 „ 5-30/ - DETA/L5 A-/05 - 5EGOND FLOOR POWER PLAN FNL/TF hH!/GH ARE TO EERRSAO/N5 TO AND FROM AREA5 AND BAR DIAMETER LAP(/6"MIN)of REIN=ORG/NG,EXGI '1 FOR SLABS ON EA VE5 TO RIDGE. SIZE INSULATION ACCORDINGLY. FROV117E 3/4 dia. VENT 5ELEGTION5 IN ACCORDANCE WITH MAM/FAG7URER5 PUBL/5HED 5-302 - 5HEAR WALL DETA/L5 A-10q - PROP05ED F/R5T FLOOR FIN15H PLAN HOLES A5 NEEDED THRU 5KYLI6HT FRAMING TO MAINTAIN CONTIM a6 GRADE. VENTILATION SPECIFICATIONS. 5-303 - TJ/ DETAIL5 A-110 - PROP05ED 5EGOND FLOOR FIN15H PLAN 20. FIGURED DIMENSIONS 51MLL GOVERN 5MALL 5CALE DRAW/NG5 WHERE 26. 5LAB ON GRADE 5HALL BE POURED IN 5TRIP5. CONSTRUCTION OR CONTROL A 200 - PROP05EP NOR THWE5T ELEVA TION DIMEN5/ON5 ARE E57ABL15HED BY CONDITIONS IF EXISTING,EACH JOINTS 5HALL HAVE A MAXIMUM 5PAOIN57 OF 30'-O"IN EITHER DIRECTION. l7. DOUBLE J015T5 UNDER ENTIRE BATHROOM AREA UNLE55 OTHERWISE NOTED. CON7RACTOR SHALL MEASURE EX15TIN57 CONDITIONS PRIOR TO ORLERING MAXIMUM AREA OF POUR 5HALL BE 2100 5Q. FT. A201 - PROP055D 5OUTHEA5T ELEVATION MATERIAL5 AND COMMENCING RK HIM A I6. THE CONTRACTOR 5HALL INCORPORATE ALL REQUIRED 57RAP5,AN57LE5, A202 - FROP055D NOR THEA5T ELEVATION 21. GENERAL CONTRACTOR AND HI5 5605 ARE RE5PON51BLE FOR ALL LAY- 27. ALL WALL AND PIER FOOTINGS SHALL BE MINIMUM 12" THICK AND PROJECT TIE5, SUPPORTS,ETC. A5 MAYBE REQUIRE O FOR PROTECTION OF 57RUGTURE OUT WORK, INCLUDING 5PE6IFIED LAY-OUT DRAW/N575 A5 REQUIRE-9 6"MINIMUM BEYOND ALL FAGE5 OF WAL.L5 AND PIE R5 UNLE55 On-ERW/5E FROM FORGES OF NATURE. TH15 INGLUDE5: ROOF TO ROOF,•ROOF TO WALLS; A 203 - PROP0550 5OUTHW65T ELEVATION GENERAL CON7RA6TOR 5HALL GOOROINATF RE5PEGTIVE SV35-ON7RAGTOR5 N07F9. WALL5 TO WALL5 AND WALL5 TO FOUNDATION. TIE5E FASTENERS/TIE-5 A-300 - PROP05ED 5EGT/ON 50 A5 NOT TO GAV5E UNDUE HARD5HIP,DELAY AND INMRFERENGE HIM 26. GROUT 1)5E 9 SHALL BE NON-FERROUS NON-SHRINK GROUT BY IN-PAKT AND SHALL BE A5 MFRV BY 5IMP50N OR APPROVED EQUAL. CONDUCT OR WORK SHALL ATTAIN A 5TREN55M OF 4,000 P51 IN 7 DAY5. A-301 - PROP05ED 5EGT/ON 22. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY TH15 WORK FROM THE Ig. ALL F45TFNER5 FOR PRE55URE TREATED LUMBER TO BE HOT GALVANIZED. A-302 - PROPOSED 5EGT/ON SITE AND D15P05E OF IN A LEGAL MANNER ON A hff-KLY BA5I5 OR 24 ALL SLAB TEMPERA7URE REINFORCEMENT TO BE FIBERME5H CONCRETE 500NER IF CONDITIONS h6ARRANT. REINFORCEMENT A5 MANUFACTURED BY FIBERME5H CO. OR APPROVED A-303 - PROP05ED 5EGT/ON DETAILS EQUAL. MIXING AND PLACEMENT 5HALL BE IN ACCORDANCE TO 23. AT THE COMPLETION OF hORK, THE 517E 15 TO BE CLEARED OF ALL . A-500 - DOOR, WINDOW $' PLUMBING FIXTURE 5GHEDULE5 DEBRIS AND EXCE55 MATERIAL5. THE FACILITY 15 TO BE LEFT BROOM MAM/FAG7URER5 SPECIFICATIONS A-Jr01 - PLUMBING R/5BR DIAGRAM GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL 5AT15FA6TION OF THE OWNER PRIOR TO RELEA5E OF FINAL PAYMENT. 5TEEL 24. THE ARCHI7ECT HA5 NOT BEEN RETAINED FOR ADMIN157RAT10N OF THE L ALL STEEL FABRICATION AND ERECTION SHALL CONFORM TO A15C CONSTRUCTION OF TH15 PROLEGT. 5PECIFIGATION5 FOR 57RGCTURAL 57EEL,LATT=5T E DITION. 25 CONTRACTORS 5HALL COOPERATE WITH ALL OTT lER TRADES AND WHERE 2 ALL STRUCTURAL 5TEEL 5HALL BE A577N A 36,EXCEPT 5TRRUCTIIRAL TUBE REQU/RE 9 INSTALL ALL BOIL T-IN WORK, 5LEEVE5, IN5E RT5,ETC.,A5 NHICH 5HALL BE A577-f A500 GRADE B. AND 57RIUG7VRAL PIPE WHICH 5HALL REQUIRED FOR A COMPLETE JOB. BE A5774 A50I. 26. 5EE N.Y.S. BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD FRAME NAILING SCHEDULEE, 3. ALL 57RUGTURAL 5TTEL 115ED A5 EXTERIOR WALL LINTEL5 5HALL BE GALVANIZED. SEAL: ., REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE DESCRIPTION: �oNo w -%yam 08/2824 I//UFD POR 6ID GlAf RAL NOTU, LLGIAPf, 11/01/24 WUM POR MU/9G e ��1 DRAWING LET AND AP-P)REVIATIO/yf .029 pT' CAD FILE NAME: r N J 2555_Qf-100 NEMSCHICK SIILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT *: "...the business of ARCHITECTURE." fTOLTZ R�/'I©"CE 08/28/24 L ...--- - - ....._-__........- - -_- -- - -_.- 212555 P-- 2025fMITt� RD SCALE: DRAWING NO.: PECONC, IV 11958 --.............. ...._............ ........ _._..... _.. ..........._........ -............66 EAST MAIN STREET ...._-....- ..._...........- _.. __.. ..__ -.. _...- -.. _...... __._._.L _... Af NOTED PATCHOGUE, NEW YORIK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: 01 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COPYRIGHT 2024 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 7f PLOT PLAN INFORMATION BASED ON 5URVEY, PREPARED B)e MA THAN T. CORKIN LAND 5URVEYCR LA5T DATED 5EPTEMBER 27,2023. I 5EPTIC AND DRAINAGE DE51ON INFORMATION, I PREPARED BY.• DILANDRO ANDREHS ENGINEERING DATED FEBRUARY 02,2024. I PORCH N/0/F EX15TING DWELLING AND ANTHONY AND JODI PIROZZI PROP05E9 I/A ON75 HOV5E APPURTENANCES TO BE IMPROVED/PUBLIC WATER 5ANITARY 5Y57EM COVED F.XI5TING U/G ELEGTRIG LINE TO BE REMOVED /20-4+ PROPOSED STORMNATER 3 5 5.7 3' \ O� DRAINAGE 5Y57EM ;\ yZti S 400 28'44" E �, /�,�. 6� REAR . T ` IA��i- HOC /fA0 / VO ` YARD NOpp FOUND YARD n {^ POST k RAIL FENCE - - rF FOUND �F-',f / CONC. MOW. - - rt` - - - -- -i FOUND - ., I O IQy�G 'tCF CONC. MO }148.0 ?y' FENCE ♦,.PIPE' kP ®/ r1 Y W FENCE I 0.3'W. I 7 A�9I4 y w - o MR F NATURAL VEGETATION ♦" ; z ,A' Q� E (SHRUBS) 0 7'W t. % �Qs_NyS O �� 4� o I r �Ii _ . 620' '♦ 'z t. M QO 7 i l _... SAND PATH' f N° T,o 0; u� D 1 !3 I N 1 OG PRv of rL +e Z COVER � 9. ?, 2 //Z$ OP05ED FAMILY p N 0 o� \ ��• w_..._..... 5 BEDR M DWELLING \c ... CONC� �' 4.5 V; \ rf a th 7 COVE / j FF ELtV 9'-O" 6 �G ELEC-U/G ELEO�CO j' SIDE YARD �� p p EXISTING SEPT f REAR PORCH I r, * ♦ `� ♦ LUNG FOOTPRINT 2165 5.FJ WrPARr�ALL ♦♦ ✓✓ ti 0, �A l FCc GUY WATER N TO BE REMO> ., COV ��,C � �Ne� WIRE `METER C� ON F r' _ - - -- ---Y -.r RUBS) BEACH GRASS I /25•I :STEP$ ' EXIST. EDGE -I `. RAL vEGE7ATl `? I OF LAWN ' R BS �R6 !=�ONYPORGfI k1v O �` `r l STOR TO REMNN � PARTIALLY` O O ( J �, - ' CP cQ PROP. GRA � � ; f/133 DRIVEWAY N 20.0' w. iIT ' 4'l�Y/DE:lN,4LKlNG PA ��"••. - •F _ ...„. ... '':� to Ico !PROPOSED U/G i <F � ELEO--11/G EC G 4 it ^ V ? I E F •♦✓ ELECTRIC LINE <v ATE ER WAE W TE f. aA R A* ! r FENCE O.TE. -- -- -- -- -- -- -- FOUND LINEAR DRAIN `chi CONC. MON. Z WATER POST do RAIL FENCE COVERED WALK POST do RAIL C t POST du RAIL FENCE ;, \ 10° ;\FENCE METER _ I, I5T FLOOR N 39°28'12" "' _ �I 384.77' 23, 2ND FLOOR oo l5T FLOOR `� -- FRONT YARD 2 8 OO FRONT YARD % FRONT YARD I SETBACK lT 9' 5EIBAGK 55MACK o, u PIER LINE" PROPOSED_ IO x 3 00POOR /S LIMIT OF 300 0 NON-DISTURBANCE N •,:,. �q.^.. A,.-..�'.c`:4•:�Y."n.c.,<�y`,e?^' IZ -"'..5:'.:'�;:�;`'j�:'..;::::i. =3-�¢ NYSDEC AA 1 12. 5HONER OVER DECK PROJECT-LIMITING VEGETATED NON-TURF BUFFER FENCE ® EX15TIN5 HATER LINE PROP05ED TE5T = ON GRADE, PIPED TO ALONG BAY5IDE LIMIT OF BUFFER SE.4hG4RD OF TO BE REMOVED HATER LINE HOLE m DRI*EU CLEARING, GRADING AND PR ON�V � Y 1I GROUND Dl5TURBANGE o� EX15TIN5 5EPT16 �1 PERSPECTIVE VIEW TO BE REMOVED FLAG E2 FLAG E3 SMITH ROAD REGULATED FRSOA G E\ �tESHWp'ER BOUND p( Nu�TEp BY EN-CONSULTAt 36"MINIMUM 2 x 2 So-51) As (PRIVATE ROAD) FENCE POST ON MAY 24. 2023. WETLANDS WET MAY WOVEN WIRE FENCE + (6x6-10110 WWF) 2 FILTER CLOTH1 FLAG E4 n1 V SCOPE i EMBED FILTER CLOTH MIN. 6"INTO GROUND V 4. fi i i NOTE: MAXIMUM DRAINAGE AREA .112 ACRE/100 LINEAR FEET 1PAL-AN SECTION DETAIL SCALE_ = 20'-0" 2 IL T )=EA/C L� I SCALE= N.T.5. O \11CIN17Y MAP COVERAGE OVER TOWN BUILDABLE LAND SITE AND ZONING DATA LOT AREA LANDWARD OF BEACH LIMIT AREA qo LOT COVERAGE ZONING REQUIREMENTS R-40 EXISTING CONSTRUCTION PROPOSED CONSTRUCTION r TOWN BUILDABLE LAND 22,'13q 50. FT. LOT AREA MAX 40,000 S.F. EX. BUILDABLE AREA: 22,13q S.F. NO CHANGE FLOW PRIMARY FRONT YARD SETBACK * 40.0 FT. 12.1 FT. 15.0 FT. PROPOSED HOUSE FOOTPRINT 2,685 50. FT. 11.81 % n MIN. SIDE YARD SETBACK * 15.0 FT. 105.1 FT. 50.5 FT. PROPOSED FRONT PORCH W/ PARTIAL COVERED STEPS 630.25 50. FT. 2.11 PROPOSED COVERED REAR PORCH W/ PARTIAL COVERED STEPS 10150. FT. 3.05 % COMBINED SIDE YARD SETBACK * 35.0 FT. 2872 FT. 263.8 FT. REAR YARD SETBACK * 50.0 FT. 15.1 FT. I1.0 FT. SLOPE I'' 4"VERTICAL PROPOSED COVERED WALK AREA 56.5 50. FT. .16 % f FACE MAXIMUM HEIGHT 55.0 FT. +/- 22'-0" 33'-111 ` MAX. LOT COVERAGE 20% LOT COVERAGE: 1,568 S.F. (6.q%) LOT COVERAGE: 4,052.75 S.F. (17.82%) BEDDING DETAIL w� NVIi:: f ' ' ' TOTAL AREA 4,052.75 50. FT. *NOTE: EXISTING LOT IS NON-CONFORMING, SETBACKS AS PER 280-124• ANGLE FIRST STAKE TOWA RD PREVIOUSLY LAID BALE. F LOB a. ALL TOWN WETLAND JURISDICTIONAL AREAS INDICATED ARE TO BE • ♦. MAINTAINED AS A VEGETATED NON-TURF BUFFER UPON COMPLETION of CONSTRUCTION. AREA CALCULATIONS k <;. ' HARDWOOD TREES TO BE PLANTED IN PROPOSED VEGETATED Y NEW FIRST FLOOR S.F. 2,685 S.F. �!' b THREE HA ^' ;„• NON-TURF BUFFER AREA WITHIN 100 FEET OF WETLANDS BOUNDARY- i_...__._... BOUND HAY BALES NEW SECOND FLOOR S.F. 2,3SI S.F. PLACED ON CONTOUR c> ': NEW SECOND FLOOR VERANDA 183 S.F. s 2 RE-BARS: STEEL PICKETS OR i. NEW FRONT COVERED PORCH 653 5.F. 2"x 2"STAKES 1.5'to 2' IN GROUND. DRIVE STAKES FLUSH WITH TOP OF COVERAGE OVER N.Y.S.D.E.C. NEW REAR COVERED PORCH 101 S.F. HAY BALES. ADJACENTAREA ANCHORING DETAIL 14 w">: BETWEEN MEAN HIGH WATER AND 300' SETBACK AREA qo LOT COVERAGE NEW OUTDOOR SHOWER 30 S.F. it � r✓f.;': � .: << N.Y.S.D.E.C. ADJACENT AREA 24,000 50. FT. 5 TRAA 30111"AL-E L�1<� PROPOSED HOUSE FOOTPRINT 2,685 50. FT. 11.20 % ;y • ® a 5GALE _ I.TS PROPOSED FRONT PORCH W/ STEPS 6q4 l0 SQ :K FT 2 8q V PROPOSED COVERED REAR PORCH W/ STEPS '1"15.11 50. FT. 5.23 PROPOSED OUTDOOR SHOWER 30 50. FT. .13 % .. PROPOSED COVERED WALK AREA .15 % TOTAL AREA 4,220.71 5Q. FT. 17.6 E REVISIONS/SUBMISSIONS: DRAWING SAL: - REVISIONS/SUBMISSIO D AWI G TITLE: a .?� DATE DESCRIPTION: 03/23/22 I//UED rOR P"IAL �Oy ^�'!�` 03/1022 REVJ/LD PER TOJ T 0,l owm/22 1/JUED rOR Z6A PROPO/�D PLOT PLAN Ylr d 12/0922 Rc-YJUrO rOR ZRA r_ 02/2824 I/JIJCD PER Z6A COMMENT/ (P +./ 06/0624 [XTVPrD 6UrrU ARCA PER TRWTEC/ CAD FILE NAME: �U 082024 REVJ/LD PeR TRVMU 11/Ol/24 J/ UCD rOR rILI/9G 2555 PP-100 NEMSCHICK :�ILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #: the business of ARCHITECTURE." ,/TOLTZ R�J'IDF_/`IC� 08/28/24 21_2555 ......... ..... ...... .......... ..... _ ._ __.._...... -�..- - -- -..._._._ SCALE: DRAWING NO 13. _. ..._.. 2025 fMIT�I RP. s D • k* PLCO/yIC, NY 11958 66 EAST MAIN STREET' PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK LOT: DRAWN BY: PP- 100 Phone : 631 563 2130 Fax : 631 5632139 www.nsarchitects.com a COPYRIGHT 2024 NEMSCHCK SLVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 /yM i CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF SOUTHOLD TABLE 602.50) FA5TENIN6 5GHEDULE TABLE (902.30) ER5TENIN6 5GHEDULE NAILING a STRAPPING AT EXTERIOR WINDOW / DOOR HEADERS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R3012 (1) DE5GRIPTION OF -7 NUMBER AND TYPE 15PAGINC7 AND DE5CRIPTION OF NUMBER AND TYPE 5PAGING AND NAILING SCHEDULE-WIND DE516N SEISMIC SUBJECT TO DAMAGE FROM ITEM BUILDING ELEMENTS OF FASTENER LOCATION ITEM BUILDING ELEMENTS OF FASTENER LOCATION RDWORKINSRW FIX KV WOPEt W �I Toed-v4yao sTMoR GROUND WIND ICE BARRIER FLOOD AIR MEAN NorATm WW"rMWAl Rr-CaW(COMslw�P) Dd 5NOW 5PE TOPOGRAPHIC, SPECIAL WIND WIND-BORNE m DE516N WEATHERING FR05T LIeN D E TERMITE,. E516N UNDERLArSN HAZARDS FREEZING ANNUAL ROOF WALL CONTINUED o A e e o E fAu.sn:,�PM SOU MMTXLWMM ro�rn%) LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMPO REQUIRED INDEX TEMP 4-8d box 3-8d box ZV 1 2 N 2x4 i i i 25 P5F 128 MPH SEE PLANS SEE PLANS SEE PLANS g SEVERE 3 FT. MODERATE TO 51�PLANS SEE PLANS SEE PLA SEE PLANS SEE PLANS 5 Y2" x m0. l o); or 5 82" x 0.11 on or 15W 4 0)2R( 2 2 2 D EXAMINER EXAMINER EXAMINER IIFAW EXAMINER EXAMINER EXAMINER EXAMINER EXAMINER BLOGKING BETWEEN GEILING JOISTS 3-8d common 3-8d common boy b h12x4ORN2xs S ° S D'-0' 0 (�2x4 OR N 2xb 9 9 9 TYF.PRp1/IDE RAFTER TO OR RAFTERS TO TOP PLATE (2 Y2" x 0.131")• or TOE NAIL (2) " x 0.131")• or a-0� w 4 MINI MTAC+KNrMEN 3-I0d box 3-1 Od box 1T-O' S 1 S 1 S c ALOW OR RAFMr7 A14D (3" x 0.128"); or (3" x 0.128"); or N0TA�' a KWTO"TO WIND-BORNE DEBRIS PROTECTION FASTENING NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS A.WMt OF W MILS AT EAW E ro OF STMsMW 50HEDULE FOR WOOD STRUCTURAL PANELS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 3-3' x 0.131" Halls 3 staples, I crown 6 0-MM tOF5UW&IILL SnM KWSRN M .AT(b�7E5N0TAPRY -Avm ri1 PER 2020 RESIDENTIAL GORE OF NEW YORK STATE TABLE R3012.12 SECTION R403.Lb SECTION R303 4-8d box I" X 8" AND WIDER SHEATHING TO a-, 13/4" Ion O•NowOF�.HILSW- SM ATEACHSIDEoPHEADEL (2 Y2" x 0.113")• or 20 EACH BEARING WI Alder an x 6 FACE NAIL D.NVOFW IbDNAIL9END-SWIIDTfRg16HADlAG@IrKIN6511D P FASTENER SPACING 3-8d common PER JOIST ENDMCF.E%5nMATEA FASTENER WOOD 51 H PLATE SHALL BE FASTENED TO THE I. ALL HABI TABLE ROOMS SHALL BE PROVIDED WITH (2 b" box E(AS&t o all S AD9 EN EACH END aP HEADElLS 4 For 6 For FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BE A AGGREGATE GLAZING AREA OF NOT LESS THEN 8 2 GEILING JOISTS TO TOP PLATE (2 Y2" x 0.131") or " " M TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN 3-1 od box TOE NAIL (2 Y x O.I 13 ) or P.w so of J NAILS END-NAILED Tr S W AD VL W WO sTws < 4 POT < 6 FOOT < 8 For MIN. I/2" IN DIAMETER AND SHALL EXTEND A MIN. OF '1 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. 3-8d common TO END OF Suter AT EACH SIDE WOES NOT APPLY Tb DOORS) rhos MD MTML As (3" x 0.128"); or (2 Y2" x o.131")• or _ e� 05 wooD 50RE1N BASED �� �� INCHES INTO MASONRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPERABLE AREA TO THE OUTDOORS 3-3 x O.I I nails 3-I0d box y�/N ®l� � �®®R ��R�PP/N� � ��l� ANCHOR HITH 2_INGH Ib 10 0 MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING 4-I0d box (3" x 0.128"); or LENSTH CEILING JOI5T5 NOT ATTACHED TO „ Em YrOOD T LENr EASED, INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. (3 x 0.128 )• or 4 staples, I" crown I6 #10AND WA5HER SHALL BE TIGHTENED ON EACH BOLT TO 3. BATHROOMS WATER CLOSET COMPARTMENTS AND 3 PARALLEL RAFTER, LAPS OVER P ANCHOR WITH 2-INCH I6" 12" q" PARTITIONS (5EE 5EGTION R802.5.2 (-Ibd common FACE NAIL a., 13/4" Ion xaLE=N.r.S. EMBEPM�E LENeTH THE PLATE AS PER 2020 RESIDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH (3 5" x .01" )• or AND TABLE R802.5.2) FLOOR 1/4-INGi LAG,SCRZA YORK STATE. AGGREGATE GLAZING AREA IN WINDOW5 OF NOT LE55 4-3' x 0.131 Halls 4-8d box BASED ANCHOR WITH I6" Ib" f b" THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE GEILING JOISTS ATTACHED TO PARALLEL (2 Y2" x 0.113")• or 2-INCH EMBEDMENT LEWHI OPERABLE. RAFTER (HEEL JOINT), (5EE SECTION 3-8d common A. THIS -D TABLE I5 BASED ON ieo H-H LLTIMATE DM�&N KIV s1s,V.,Arm A BB-FOOT MAN Roof HEI6HrTable .5.2 FACE NAIL B. rMTEER5 SHALL BE INSTALLM AT OPPOSING Ems OF THE WOOD STRUCTURAL PMIO_ Rb02.5.2 AND TABLE R802.5.2) (2 Y2" x 0.131")• or FASTa8L5 SHALL BE LOCATED NOT LE55 THAN I M-H FROr1 DE W6E OF TW FME-. 21 JOIST TO SILL, TOP PLATE OR TOE NAIL a. ANCHORS SHALL FENETIRATE THROUGH THE EXTERIOR MALL COVERING AITH M B-SEDMENT LE46•14 OF NOT 4-10d box GIRDER 3-10d box LE56 THAN 2 IW ES INTO TM RMLDIN6 FRMS FASTDMS Slwl 19E LOCATED NOT LESS THM2 V2 ML-5 NOTE: CLOTHES DRYERS EXHAUST REQUIRED NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS D. MOM TM TT*E�`TWCOWWT! A501d2Y/5T0000 SHALL BEATrAO#7®U5M6VIBRATION i15TANT PER 2020 RESIDENTIAL CODE OF NEW PORK STATE OPENINGS REQUIRED PER 2020 RESIDENTIAL CODE (3" x 0.128 )• or (3" x 0.128"); or ROOF SHEATHING CA µ�nL0MRYO OR I COLLAR TIER TO RAFTER, FACE FACE NAIL 3-3 x 0.151 naIIs / SECTION M1502 OF NEW YORK STATE SECTION R310 5 3-IOd common NAIL OR I Y4 X 20 GA. RIDGE EACH (3,� x 0.148��)• or 8d box(2)�" x 0.113�� 411 TOE 4-3 x 0.131 nails R-38 BATT INSULATION / STRAP TO RAFTER RAFTER 8d common NAIL / RIM JOIST BAND JOIST OR MINIMUM UNIFORMLY 015TRI13UTED LIVE LOADS I. DRYER EXHAUST 5YSTEM5 SHALL BE INDEPENDENT OF I. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING 3-16d box nails 2 TOE NAILS ON (2 Y2" x 0.131")• or / PER 2020 RESIDENTIAL GORE OF NEIN YORK STATE TABLE R3015 ALL OTHER SYSTEMS. ROOM SHALL HAVE AT LEAST ONE OPERABLE (3 Y2" x 0.135")• or ONE 51DE AND 1 22 BLOCKING TO SILL OR TOP lod box 6" TOE / 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND 3-I0d common nails TOE NAIL ON PLATE (ROOF APPLIGATION5 (3" x 0.128"); or NAIL I" AIR GAP / ��G USE LIVE LOAD M015TURE AND TERMINATE TO THE OUT5IDE OF THE BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.1 6 RAFTER OR ROOF TRU55 TO PLATE (3" x 0.148"); or OPP051TE SIDE ALSO) 3-3 x 0.131 nalls BUILDING. SQ.FT. AND A GRADE FLOOR OF 5 50.FT.. 4-I0d box OF EACH 5-ad box UNINHABITABLE ATTICS W/0 STORAGE 10 P5F 3. EXHAUST DUCT TERMINATIONS SHALL BE IN 2. EMERGENCY E50APE AND RESCUE OPENINGS SHALL (3" x 0.128"); or RAFTER OR (2 Y2" x 0.113"9 or RIGID INSULATION ACCORDANCE WITH THE DRYER MANUFACTURER'S HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE THE 4-3 x o.131 nails TRUSS 2-8d common SPRAY FOAM DAM. UNINHABITABLE ATTICS WITH STORAGE 20 PSF 4-I6d 23 1" X 6" 5UBFLOOR OR LE55 TO (2 Y2" x 0.131") or FACE NAIL INSTALLATION INSTRUCTIONS. FLOOR. (3 Y2" x 0.135") or EACH J015T 3-I0d box HABITABLE ATTICS AND ATTICS W/FIXED STAIR 30 P5F 4. SCREENS SHALL NOT BE INSTALLED AT DUCT 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 3-Iod common (3" x 0.128"); or TERMINATION. INCHES. (3" x 0.148"); or TOE NAIL 2 stop les, crown SEAL TOP OF DRYWALL TO TOP BALCONIES (EXTERIOR) AND DECKS 40 P5F 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 4-10d box go., 1 5/4" longPLATE WITH GREAT STUFF GUARDS AND HANDRAILS 200 P5F 5H�-METAL 5GREW5 OR FASTENING MEANS WHICH INCHES. (3" x o.128"); or 3-I6d box EXTEND INTO THE DUCT. 5. OPENINC75 SHALL BE OPERATIONAL FROM THE INSIDE ROOF RAFTERS TO RIDGE, VALLEY 4-3 x 0.151 nails (3Y" x 0.135")• or DRYWALL GASKET. 1 OR HIP RAFTERS OR ROOF RAFTER 24 2 5UBFLOOR TO J015T OR GIRDER BLIND AND P5F 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 3-I6d box nails 2-I6d common GUARD IN-FILL COMPONENTS 50 BACKDRAFT DAMPER. b. A DOOR OPENING HAVING A THRESHOLD BELOW THE TO MINIMUM 2 RIDGE BEAM (3 Y2" x 0.135")• or (3 Y2" x 0.162") FACE NAIL ROOMS OTHER THAN 5LEEPIN6 40 PSF 7• EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM ADJACENT GROUND ELEVATION SHALL HAVE A 2-I6d common 3-I6d box SECOND FLOOR (3 Y2" x 0.162")• or END NAIL 2" PLANKS (PLANK 4 BEAM- (3 Y2" x 0.135")• or BE EACH 0.0157 INCH-THICK RIGID METAL DUCTS HAVING BULKHEAD ENCLOSURE WITH WELLS BEING A MINIMUM 25 BEARING ' 3-IOd box FLOOR � FLOOR) 2-I6d common ' SLEEPING ROOMS 30 P5F SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN CLEAR AREA OF a 50.FT. AND A MINIMUM HORIZONTAL FACE NAIL THE DIRECTION OF AIR FLOW. PROJECTION AND WIDTH OF 36" AS PER SECTION 510.2.3 0" x 0.1289; or (3 Y2" x 0.162") 5EAL BOTTOM OF DRYWALL TO 3-3 r x o.131 nails 3-I6d common 5U13-FLOOR WITH GREAT STUFF STAIRS 40 P5F 8. FLEXIBLE TRANSITION DUGT5 USED TO CONNECT THE :� SELECTED SIDING OVER " WALL (3 " x 0.162 ) EXTERIOR GRADE PLYWOOD. DRYWALL GASKET. DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE 4-Iod box common 24" O.G. 7 LIMITED TO SINGLE LENGTHS NOT TO EXCEED 8 FEET IN NOTE: WIND DESIGN PRE55URE FOR EXTERIOR WINDOWS (3" x 0.128") or STUD TO STUD (NOT AT BRACED (3 Y2" x 0.162") FACE NAIL MINIMUM ROOF 001TEOF HORI IN POUNOS-FORCE PER ZONTAL PROJECTION 50LARE 26 BAND OR RIM JOIST TO JOIST END NAIL LENGTH AND SHALL BE LISTED AND LABELED IN GlrA55 DOORS AND ANCHORING PER 2020 RESIDENTIAL 8 WALL PANELS) 1od box (3" x 0.128"); I6" O.G. 4-3" x 0.131" Halls FILL VOID ABOVE TOP ACCORDANCE WITH UL 2156A. CODE OF NEW YORK STATE SECTION RbOq -3 x o. stop es, PER 2020 RESIDENTIAL GORE OF NEW YORK STATE TABLE R301.6 or 3 x 0.131 Halls FACE NAIL 9 P PLATE WITH CLOSED 9. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN Ibd box (3 Y2" x 0.135");or 12" O.G. r(b crown GELL SPRAY FOAM AT > `' TRIBUTARY LOADED CONSTRUCTION. I. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED STUD TO STUD AND AE3UTTING STUDS AT 3" x o.131" Halls FACE NAIL 20d common R RIM J015T. (R-21 MINA TO RE515T THE DESIGN WIND LOADS SPECIFIED IN cl INTER5EGTING WALL GORNERS (AT K' x O.la2"); or A5 FOLLOWS: 32" ............ AREA IN SQUARE FEET FOR 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER I6d common 16" O.G. TABLE R301.2(2) AND I5 TO BE ADJUSTED FOR HEIGHT BRACED WALL PANELS) O.G. AT TOP AND ROOF SLOPE A14Y STRUCTURAL MEMBER EXHAUST DUCT SHALL NOT EXCEED 35 FEET FROM THE (3 Y2" x 0.1629 FACE NAIL BOTTOM AND 2" (R-13) GL05ED CELL TRANSITION DUCT FROM THE DRYER TO THE WALL OR AND EXPOSURE WITH TABLE R301.2(3). PER 2020 I6d common O.G. G SPRAY FOAM WITH R-13 O TO 201 TO OVER ROOF TERMINATION. RESIDENTIAL CODE OF NEW YORK STATE SECTION R501 BUILT UP HEADER (2" TO 2" HEADER (3 Y2" x 0.1629 EDGE FACE NAIL STAGGERED `` SF_Al_ TOP OF DRYWALL TO TOP UNFAGED BATT. 200 600 600 10 WITH Y2 SPACER) I6d box (3 Y2 x 0.135 ); O.G. G IOd box 2 OG. T PLATE WITH GREAT STUFF I I. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES II EDGE FAGE NAIL (3 x 0.128 ), or TOP AND BOTTOM INSULATION DRYWALL GASKET. FLAT OR RISE LESS THAN 4'PER FT. 20 I6 12 NOT INCLUDE THE TRANSITION DUCT. 3 x 0.13 nails 5TAGGERED ON FIRE FLOOR NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA 5-8d box 27 BUILT-UP GIRDERS AND BEAM5, 2 OPP051TE 510B (1:3) PER 2020 RESIDENTIAL CODE OF NEW YORK STATE (2 Y2 )X 0.113 • or INCH LUMBER LAYERS SEAL BOTTOM OF DRYWALL TO RISE 4" PER FT. (1:3) TO LESS Ib 14 I2 NOTE: GIRDER SPANS FOR EXTERIOR WALLS SECTION R3012.12 TUD 4-8d common TOE NAIL And: 5UB-FLOOR WITH GREAT STUFF GOT O D TO (2 2" x 0.131")• or 2-20d common FAGS NAIL AT I" CLOSED GF1L »' THAN 12 " PER FT. (1:1) PER R602."i.l 4-Iod box 3" x 0.128" (4" x O.la29; or R15E 12" PER FT. (1:1) AND WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS DRYWALL GASKET. 12 12 12 HEADERS (2) 2x10 (2) 2x12 (3) 2x8 (3) 2x10 (3) 2x12 OF 7/Ib" AND A MAXIMUM SPAN OF 8 FEET SHALL BE Ibd common I6" O.G. 3-IOd box ENDS AND AT SPRAY FOAM (R-6S) GREATER EACH 5PLIGE AND R-30 GATT MAXIMUM SUPPORTING: PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 12 TOP PLATE TO TOP PLATE to Y2" x 0.162") FACE NAIL (3" x 0.13); or 5'-9" b'-10" 6'-I" T-3" 8'$" - IOd box (3" x 0.128"); 12" O.G. 3-3 x 0.131 nails INSULATION I AND TWO - STORY BUILDINGS. PANELS SHALL BE ROOF ONLY or 3 x 0.131 nails FACE NAIL 4-I6d box » ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PRECUT AND LABELED WITH ITS LOCATION OF USE, I STORY 4'-2" 4'-11" 4'-5" 5-'3" b'-2" 8-I6d common FACE NAIL ON (3 Y2" x o.135")• or r ;. PER 2020 RESIDENTIAL CODE OF NEW PORK STATE TABLE R301.1 WITH ATTACHMENT HARDWARE PROVIDED AS PER 2020 FILL VOID ABOVE SILL ... �� � �� � �� � �� � �� (3 Y2" x 0.162")• or EACH SIDE OF 3-I6d common PLATE WITH CLOSED ` ����' 2 5TORIE5 3-2 3-a 3-5 4-O 4-cl RESIDENTIAL CODE OF NEW PORK STATE TABLE DOUBLE TOP PLATE 5PLIGE 12-I6d box LEDGER STRIP SUPPORTING JOISTS is �: AT EACH STRUCTURAL MEMBER ALLOMBLE END JOINT 28 (3 x 0.162 ) CELL SPRAY FOAM AT DEFLECTION NOTES: R301.2.1.2, OR SHALL BE DESIGNED TO RE515T THE (3 Y" x o.135")• or OR RAFTERS JOIST OR L = SPAN LENGTH, H = SPAN HEIGHT (MINIMUM 24 4-IOd box RAFTER FAGS RIM J015T. (R-21 MINA 1. HEADER REQUIRES 2" MIN. SOLID BEARING AT EACH COMPONENTS AND CLADDING LOADS DETERMINED IN 13 12-I0d box LAP SPLICE (3" x 0.128"); or II RAFTERS HAYING SLOPES GREATER THAN END DOWN TO FLOOR OR BOTTOM PLATE. ACCORDANCE WITH THE PROVISIONS OF THE BUILDING (3" x 0.128"); or LENGTH EACH 4-3 x 0.131 nails NAIL 3:12 WITH FINISHED CEILING NOT ATTACHED L/I60 2. 1/2" XP5 FOAM SPACERS ARE USED WITH 2x CODE OF NEW YORK STATE. 12-3 x 0.131 nails SIDE OF END 2-10d box 0' x 0.128";or EACH END TO RAFTERS MEMBERS TO MATCH 2x4 OR 2xb STUD WIDTH. JOINT) 2q BRIDGING TO JOIST 2-Sd common (2 �" x 0.131" TOE NAIL V, GRAXL 5PAGE INTERIOR WALL5 AND PARTIT10145 H/I$O SPAGING OF FASTENERS NOTE: DWELLING-GARAGE FIRE 5EPARATION Ibd common I6" O.G. DESCRIPTION OF NUMBER AND TYPE ITEM INTERMEDIATE FLOORS L/3b0 PER 2020 RESIDENTIAL CODE OF NEW YORK STATE BOTTOM PLATE TO J015T, RIM (3,142 x 0.162") FACE NAIL BUILDING ELEMENTS OF FASTENER EDGES (INS 15UPPORT5 (IN) SECTION R302.b 14 J015T, BAND J015T OR BLOGKING I6d box WOOD 5TRUGTURAL PANELS 5UBFLOOR ROOF AND INTERIOR WALL 5HEATHING TO CEILINGS WITH BRITTLE FINISHES L/360 (NOT AT BRACED WALL PANELS) (3 Y2" x 0.135")• or F O.G. FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING (SEE TABLE R602.3(3) (INCLUDING PLASTER AND STUCCO) 3 x 0.151 nails FACE NAIL SEPARATION MATERIAL FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING) CEILINGS WITH FLEXIBLE FINISHES 3-I6d box 3 EAGH 16" O.G. 6d common (2" x 0.115") (INCLUDING GYPSUM BOARD) L/240 FROM THE RESIDENCE AND ATTIG5 NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT BOTTOM PLATE TO JOIST, RIM (3 Y2" x 0.135")• or FACE NAIL 15 JOIST, BAND J015T OR BLOCKING 2-I6d box 2 EACH 16" O.G. 30 3/e" -Y2" Hall ( ( wall)APPLIED 12"f APPLIED TO THE GARAGE SIDE Y2" x 0.1629; or FACE NAIL nail (roof) common (2 Y2 x 0.131 ) ALL OTHER STRUCTURAL MEMBERS L/240 (AT BRACED WALL PANEL) (3 EXTERIOR WALL5- WIND LOADS WITH L/3bo FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LE55 THAN 5/5-INCH TYPE X GYPSUM BOARD 4-3" x 0.131" Halls 4 EAGH O.G. I - 8d common (2 Y2" x 0.131") PLASTER OR STUCCO FIN15H OR EQUIVALENT 4-8d box FAGS NAIL L 312 l Hall 6 12 f (2 Y2" x 0.1139; or (5" common NOTE: BUILDER/GENERAL CONTRACTOR SHALL DESIGN /BUILD FULL EXTERIOR WALLSI WIND LOADS WITH box (3 x 0.148 ) Hall;x 6 12 HOUSE VENTILATION TO MEET THE REQUIREMENTS OF THE RESIDENTIAL OTHER BRITTLE FINISHES L/240 � FOR SEPARATION REQUIRED BYLTH 5 SECTION EQUIVALENT NOT AN 1/2-INCH GYPSUM BOARD OR (3 Y2'�x 0 135")• or 32 I Ya - 1 Y4 8d common (2 Y2" x 0.131") CODE OF NEW PORK STATE. EXTERIOR WALLS- WIND LOADS WITH 4-8d common TOE NAIL deformed nail " L/I20 NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT V2" x 0.1319; or OTHER WALL SHEATHING g (2 NOTE: IT 15 THE RESPONSIBILITY OF THE BUILDER/GENERAL FLEXIBLE FINISHES GARAGES LOCATED LE55 THAN 3 FEET FROM APPLIED TO THE INTERIOR SIDE OF EXTERIOR WALL5 4-I0d box I Y2" alvanized rooflng A DWELLING UNIT ON THE SAME LOT CONTRACTOR TO ENGAGE IN THE SERVICES OF A HERS RATER TO ALL OTHER STRUCTURAL MEMBERS 1.J600 THAT ARE WITHIN THIS AREA (3 x 0.128 ); or Y2 STRUCTURAL Hall, r(b head diameter, 3 6 PERFORM DOOR FAN TEST FOR AIR SEALING AND MECHANICAL 16 TOP OR BOTTOM PLATE TO STUD 4-3" x 0.131" nails 33 GELLULO5IG FIBERBOARD or 14" staple 16 ga., or VENTILATION TO MEET THE REQUIREMENTS OF THE RESIDENTIAL GODS 3-I6d box SHEATHING I" crown OF NFJ^I YORK STATE. UNDER-STAIR PROTECTION. MECHANICAL VENTILATION. MECHANICAL VENTILATION RATE s (3 Y2 x 0.135 )• or I /4 alvanized roofing PER 2020 RESIDENTIAL GORE Or NEW YORK STATE R302."I PER 2020 RESIDENTIAL GORE OF NFJ^I PORK STATE R303.4 PER 2020 RESIDENTIAL CODE OF NFJN YORK STATE M1505.4.3 2-I6d common �/32" STRUCTURAL nail, �b" head diameter, 3 6 (3 Y2" x 0.162")- or END NAIL 34 CELLUL05IG FIBERBOARD or I �" staple I6 ga., or I' ENCL05ED SPACE UNDER STAIRS THAT 15 ACCESSED WHERE THE AIR INFILTRATION RATE OF A DWELLING THE WHOLEHOUSE MECHANICAL VENTILATION SYSTEM 3-I0d box 5HEATHIN6 crown � / /N� � � / BY A DOOR OR ACCESS PANEI- SHALL HAVE WALLS, UNIT IS 5 AIR CHANGES PER HOUR OR LE55 WHERE SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS (3" x 0.128"); or I Y2" galvanized roofing UNDER-STAIR SURFACE AND ANY SOFFITS PROTEC 3-3 x 0.151 nails TED TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 RATE IN CUBIC FEET PER MINUTE = (O.OI x TOTAL Hall; staple galvanize SCALE=N.rs. 3-I0d box 35 Y2" GYPSUM 1 Y2" long; I Y4" screws, 7 _1 ON THE ENCLOSED SIDE WITH I INCH W.G (50 PA) IN ACCORDANCE WITH SECTION SQUARE FOOT AREA OF HOUSE) + [1.5 x(NUMBER OF � g' (3" x 0.128")• or SHEATHING D type W or 5 /2 -INCH (12.1 MM) GYPSUM BOARD. N1102.4.1.2, THE DWELLING UNIT SHALL BE PROVIDED BEDROOMS + 1)] TOP PLATES, LAPS AT GORNERS yp 1� 2-I6d common FACE NAIL 3 �� WITH WHOLE-HOUSE MECHANICAL VENTILATION IN AND INTERSECTIONS " I /4 galvanized roofing ACCORDANCE WITH SECTION MI505.4 (3 Y2 x 0.162 ) or nail; staple galvanized, 3-3 x 0.131 nails 36 5/a GYPSUM s " 5 MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE- 3-8d box 5HEATHING"D I /a long; I /a screws, type W or 5 AND TWO-FAMILY DWELLINGS PER TABLE MI505.4.4 (2 Y2" x 0.11 n or 2-8d common WOOD 5TRUGTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING AREA TO BE 18 1" BRACE TO EACH STUD AND (2 Y2" x 0.131")• or FACE NAIL bd deformed VENTILATED VENTILATION RATES PLATE 2-10d box (2" x 0.120") nail; or (3" x 0.128"); or 5-7 3/4" and less 8d common 6 12 KITCHENS 100 GFM INTERMITTENT OR 25 2 staples at I /" (2 Y2" x 0.1319 nall SEAL: --. REVISIONS/SUBMISSIONS: DRAWING TITLE: �tiat �'��`� DATE: DESCRIPTION: GFM CONTINUOUS 3-8d box 8d common 0.� MECHANICAL EXHAUST CAPACITY " " " " `� ��ONo J " ' °'"� oa2arz4 vjutoroRbID BATHROOMS � (2 Y2 x o.113 ); or (2) x o.l3l ) nail; or ��, -i• � �`� :�� CODS COMPLIANCE 2-8d common 38 /e�� - 1 8d deformed 6 12 ¢� �y\Eno' n/ola4 U.iurn roR nuns NOT�J & DETAIL/ TOILET ROOMS OF 50 GFM INTERMITTENT OR 20 �. n�� :: (2 Y2" x 0.131")• or (2 Y2" x 0.1209 nail GFM CONTINUOUS la I X 6 SHEATHING TO EACH FACE NAIL ^ ! BEARING 2-IOd box IOd common (3" x 0.1259; or (3" x 0.1459 nail; or 3q I Ya" - I V4" e orme 6 12 �� No �� .�•/ staples, crown CAD FILE NAME: 3 �� a., I /4 long V2XV x 0.120" nail F N 2555 A-001 PROJECT TITLE: DATE: NSA PROJECT {VE M S C H I C K ZSI LV E RM AN ARCHITECTS P.C. ••.._... . _... .__..._.... _ ..._._._.._.......... ...._........_ .._......-........._. _....---...--- -.-. _... __ _............____ __..... _.....---............. /T©L TZ R / DL NNCC 08/28/24 21-2555 the business of ARCHITECTURE." .._._. 025-..... -_....- , MTH RP. SCALE: DRAWING NO.: ....._..._.._......._ PECONIC, N 11958 A NOTED 66 EAST MAIN STREET' PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-00 Phone : 631 563 2130 Fax : 631 5632139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCMCK SILVERMAN ARCHTECTS P.C. 1000 098.00 04.00 019.002 /YM I USE EVERY OTHER NAIL HOLE USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE LENGTH IN A ROW TO PROVIDE THE GORE-REQUIRED MINIMUM 51HP50�r57RON6-nEc5 51MFWNL5ra-36 GON7 �" CODE-REQUIRED MINIMUM I2" UP CENTER-TO-CENTER LE11 c0/Lmsr>z�o l6•oc. o E,a�RaFie `'s'" GENTER-TO-GENTER 5TUD SPACING FOR NAILS 5PAGINCG FOR NAILS ed NAa.S ROOF RA�e 0 oc. CLEAR F SPAN n u G520 STRAP o 0- .- PROVIDE MINIMUM LENGTH END D15TANGE WRAP PLATE EQUAL NUMBER OF RID xra/L (51MP50N STRONG-TIE 05) 5PEGIFIED NAIL5 I. INSTALL 5TRAPPING A5 REQ'D PER IN EACH END THE WFGM 2001 TABLE 2.2A AND 5.35. SIMP5ON 57X0N -nr 0 Q01W 5near LOAF� 7hft42M rMAN-I S Dera/L �r'�N o Rar*2�e n� ne xra/L �xooR,�i �OHWZN Tr �TIOGN6•T!M GR �,(j r/ }/''� //�/ �,(j / I.!!BALL TRS As Wean•rx.,r IrAnee IALL 5 7XAp=IN6 VETA 1L 5 R ,/ 7r/R r/I� V,6T /1 5 l NSTMI TRS.16 T �l Ti[ITCM 7001 TAE1t 97 2.11 T&L M A6 00 I.ltlTP1L G10!.1!atID6M•Mll 0�0'O.G. PM Ti[ITGM a001 TPA!D.{ TAA!07/1 AW TPA!0.7. M/K 6' Ww Daw MIN.6' ® AN64d0R BOLT R14GETlEN7 PRAWIN65RAGT PROV/LEMOLE " EACHTlE XX v. d. .v. B0L 75 DOW 5/M ON 1024 +� : :p : : : D �FRAHMkS BOL.T 9 a. . . . . . . . . a. . . . . . a: SG huT 509'0 T/IRE4DED ROD v v 5/LL PLATE 5FE PLAN 5W WALL 5g PLAN t . . . . FOR 5/21~TYPICAL. FOR 512E i 5PACIN5 (4)ICY/NAIL5 GONG.W.{'TALL. Q ` �� (�P�LATFJ d +' . .v. •s .: 5/B'0 ANCHOR DOLT , e 0 4'0.G.(7W0 STORYHJ ` • . .• :.`:' 0 6'O.C.X 5TORY HOUSE) •: • . 0 5/MAFM 5 .779 5/M EWN 57RON5-719 HTT1Z P1 M®&Wi47/0N CORkCR PL/4N 0 P q*c i4L 72YW DTP 771'nP7i1pV DCTi4/L 51MPWN 577ROW-772v AS444 G4AW 5/M/44R1 HOLD APDXN V,670AILO s/M►�.�oN IIVIn-nE cccr�a RAILING o • � D 5�l�H3 ° P05T v2•m TllRu ° ® BOLT5 S/MP'rrON NJ/0 G..L o 16.O.G. 5 G 5/M SO (5/hd°50N 5TRON6-r/E DRTD) HL/ 6 AW r/2 r aeicANe (SIMI N 5TROM5-77f PC) t .a�5r CLIP o l6' o P05T(0I� le '.�ON OM�iGTOR AG4 DE EA.5/DE) "MINI � ° .° I '+ ,o' .q 5/ 5/6'O ANCHOR BOLT 5P05T BA5EE (3)l 3/4'x 1/-7/B•M/CRO5 I I•;a .4 U2/0 0 4 O.C.(Mg 5TORY Ha5V $ °+$, fKR o 161 0 6'O.C.(ONE 5TORY h('X15F,) (5/MP50N 57=W-7Z Affu44) J015T CON W77QN MrA 1°IORCH/ cry blSr cONIIcnON DM/L RA07ER/rOP P A7r CaOM 770N DL!Ti4/L (5 t-I 57ROM6-77E V01V M.aIOR conaMnav Drra/L XAPnRMPr PLaTr cONn&CnoN DLTa/L r��cx coNN�c r/oN a�r�4/L5 REM.COX.U Ae WIIJWW SILL HIMPON 5ILL FLA5H/M6 d .... - 00 •0• �.... ,_'.mm -_•. . o,O„°O 5/M'S'>NLSTA36 lot . • • . • �°. e o GAlK PEE PRIOR TO �I �I �I�I �I 0 O . 5TR4P0/6'O.G. , , 5TA I ��A � ST AFF I I IS/C®I I SECT I ®I � � T L5 0 {+SAPPED ARORJD INSTALL11I J ChAM�L I—III—I I III— I I—III—I I I I—III—I I MULE 2X6 5/LL PLATE IL �TLITY TAM I—III III—1 I I— I—III I —I I h- 50ALE = NT5 —I I—III I'I I—III III—I i I (4)l0d>�IL5 ,- 24 4 COW ( ?A IV ::`+. fig•0 AN5410IR BOLT 51DIN6 HITH 5NAP40GK (Jh RWH FE&E9 GP INTO BE,4R/N6 5OIL :•:• a 6'O.C..0 0;STAY UTILITY TRIM 6 M/L M0157WE BARRIER RFF PM.PLAN •:•''-�;. 5d DRAIRMEPLAl� OVER WHIN5 MrAlL OI*INTLR/OR 7HOKr'1NG'D CAI A776N X41L.I'LAIR PRAMIW PffA 5/D/N6 CL 9MArW/NAOW 5/LL SEAL: _ REVISIONS/SUBMISSIONS: DRAWING TITLE: �� ,s .,\ DATE: DESCRIP11OR 0828/24 YJUCD rOR 61D 11/0124 I//UCD rOR nWiG TYPICAL DETAIL/' No. �6 �� CAD FILE NAME: Or N y O 2355 A-002 PROJECT TITLE: DATE: NSA PROJECT �: I�EMSCHICK SILVERMAN ARCHITECTS P.C. ,/TOLTZ P "IO"cc 08/28/24 21_2555 ...the business of ARCHITECTURE." —.... ........................ SCALE: DRAWING NO.: ._ PECONIC, NY 11958 000001F __ A,/'NOTED 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: —002 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com o COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 11M I NER A 5MOKE ALARM G 01\15 TRUC T/O/\/ A/0 TE-5 OINTRCOM ECTED 5MOKE ALARM HARPHIRa? TO UNINTERR 'TED PRIMARY PO ER W/UL2/7 LISTING. SMOKE$ CARBON MONOXIDE DETECTOR: I. A5/DE FROM ALL NOTE5 ON THIS PLAN, CONTRACTOR is 5/GO INTERCONNECTED SMOKE$ CARBON MONOXIDE RESPONSIBLE FOR 7HE THOROU5H REVIFPV AND ALARM HARDHIRED TO UNINTERRUPTED PRIMARY APPLICATION OF ALL INFORMATION CONTAINED IN GENERAL I I I POKER H/UL217$ VL2034 L15TING. NOTE5. A�02 A-203 A-3DI 2. FOUNDATION HALL TO BE BACKFILLED AFTER FIRST 10/=6 //2" FLOOR FRAMING AND BLOCKING IS COMPLETED 3. GENERAL CONTRACTOR TO COORDINATE VX T SHAFT 51ZE5 WITH WAG CONTRACTOR. 4. ASIDE FROM WHAT HA5 BEEN INDICATED ON THE DRAMNG5 3=13" 151-0" 30'-lO" 23=2" I2'-6" 7=6" R. 6'-3 //2" CONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR CARBON MONOXIDE DETEGTOR5 ACCORDING TO CODE. 12 P.G. HAUNCH(TYP) 1 5. ALL DI1'06ION5 ON T7-IE5E DRAWINGS ARE FINISHED . ° �__ _______________________________ _ , • d, m •e ----_ DIMENSIONS. ------_ - - ------ ----- d 1 / i P X 4"AZEK TRIM 6. HOLD ALL ANGULAR AND EXTERIOR D1MEN5/ON5. BOARD5. OPENING5 4 CRAWL. 5PAGE OPEN TO I I I 51ZE TO GOMPLYW/ 7. CONTRACTOR TO REFER TO 57RUCTURAL DRAWINGS FOR I"X 4"AZEK TRIM BOARDS I OPENINGS SIZE TO GOMPLYW/AE p e • d - UNDERSIDE OF DECK(TYPJ - - I 1 AE FLOOD ZONE sIZE,S AND COMPONENTS OF STRlfG7URAL I 1 I REQUIREMENTS (lYP CONTRACTOR TO PROVIDE 5tfF1CIENT 57RUC7URAL FLOOD ZONE REQUIREMENTS 5UPPORT$ CONNECTION$ CONNECTIONS 7NRO 6HOUT THE (TYPJ 4 P.G. FOUNDATION HALL. (TYP) / i Q PRO-E6T. I I I SEL 5T,111 In RAL DRAWlNG5 I I I I I 12"P.G. HAUNCH p FOR ADDITIONAL INFORMATION. i 6. CONTRACTOR TO NOTIFY ARCHITGT OF ANY NEW WOOD P05T. 5EE FOR � NEW HOOD P05T. SEE 1 DISGREPANGIES OR UNCERTAINTIES ON THESE DRAWINGS 5TRACTURAL ,9WG5. (TYPJ P.G. RAT SLAB SEE s7RUC7vRAL DHGS. (TYPJ I IMME,9IA7EL Y. STRUCTURAL D � I I HGs. (TYP) � w � I I I i 9. PROVIDE SOUND GATT INSULATION IN ALL BEDROOM WAL Ls it 1 d d d d 10. GONTRRACTOR TO COORDINATE WORK Hl7N ALL THE m ( p d d d = d d m e8 I I • e . ' e ° • TIRADES �4 I ll. ALL DIMENSlON5 ON 7HE5E DRAMNG5 ARE FIN15HED I 1 I DIMENSIONS. I1 I I I I I - i CRAWL 5PAGE OPEN TO I I NEW GIRDER 5Ec 1 UNDERSIDE OF DECK(TYPJ NEW GIRDER SEE 57RUCTLRAL DWG . (TYP)I T)PO'FE l2"P.G. HAUNCH(TYP) S7Rl.(:7URAL DHGs. (TYP) fiHALL L-50J / ll;l =J-> G I I W ( I O TYPI AL EXTERIOR WALL -I P.G. RAT 5LAB. 5EE GR�wLSP�tG ( I I in 1 2"X 6"WOOD 5TUD® 16"O.G. HI7H 5/e"GYB. 11 I I I 5TRZ7URAL DHG5. (TrPJ W q I I I I I I BOARD ON INTERIOR 2"(R-13)GLO5E9 CELL 1 ( I I I SPRAY FOAM HITH R-13 UNFAGID BA TT 1 INSULATION WITH "EXTERIOR GRADE PLYWOOD, BUILDING WRAP AND 5ELECT59 SIDING. 5EE a I I I I I I ( d A-00/ TYPICAL AIR 5EALINB DETAIL. A�00 I I I I__. A�00 L s I IA 7YP16AL EXTERIOR WALL - - 2"X 6"HOOD 57UD® I6"O.G. WITH "EXTERIOR a 1 GRADE PLYWOOD,BUILDING ARAP AND 1r 5ELECTD 5/DIN57. I ( I-4 h NEW P.T. FJ. I I T S CRAWL 5PAGE OPEN TO5EE 5TRL167URAL I l I I DhUS ( UNDERSIDE OF DECK(TYP) I I I �� I i A-200 2 I P.G. FOUNDATION HALL. (TYPJ 1 TYPICAL NON-BEARING INTERIOR HALL - SEE 57RZnRAL DRAWINGS W I P.G. RAT 51 AB 5E£ ( I ( NEW HOOD POST. SEE ( I i I 2"X 6"HOOD STUD® 16"O.G. WITH 5/N57LE FOR ADDITIONAL INFORMATION. STRUCTURAL DHGs. (GYP) 57RZnRAL DHG5. mPJ i LAYER OF 5/6"GYP. BOARD ON BOTH 5IDE5 UO.N. b W 4 i PROVIDE SOUND BATT5®ALL INT. WAL.L5 TYPICAL NON BEARING INTERIOR HALL - I I I I I ZA 2"X 6"WOOD STUD® I6"O.G. WITH 51NGLE LAYER OF 5/6"GYP. BOARD ON ONE 51VE AND SINGLE LAYER OF 5/6"M01571/RE RE515TAW d . d GYP. BD. ®BATHROOM SIDE PROVIDE SINGLE i ( N LAYER OF 5/6" TILE BACKER AT ALL 5HOHER5. 11 I I I 5EE 5T RZARAL I I, I �4 � I �P.T. F.J.DWGS. (TYP) / , PROVIDE SOUND BA775®ALL INT. WALLS 1 � I GIRDER 5EE I I � 3 577RUC7URAL DW65. (TYP) I I'X 4"AZEK TRIM BOARD5. i TYPICAL BEARING INTERIOR WALL - OPENIN65 51ZE TO COMPLYW/ I i 2"X 6"W009 STUD® I6"O.G. HITH 5INGLE P.G. RAT SLAB 5,EE I I AE FLOOD ZONE REQUIREMENT5. ' I - LAYER OF%'GYP.BOARD ON BOTH 5IDE5 V0.N." �, I , I l X 4 AZEK TRIM BOARDS I I I 57RZTURAL DHG5. (TYPJ I � � ui (TYP) i PROVIDE SOUND BATTS®ALL INT. HALLS OPENINC75 51ZE TO COMPLYW/AE P.G. F01WATIONWALL. (7YP) 1 1 FLOOD ZONE REQUIREMENTS. 5P46E OPEN TO W W q 5EE 5TRUG7URAL DRAWINGS ( TYPICAL BEARING INTERIOR WALL - GRAHL (TYP) UNDERSIDE OF DECK(TYP) I FOR ADDITIONAL INFORMATION. I 57RJ6TbRAL DW I i 3A 2"X 6"WOOD STUD® 16"O.G. HITH SINGLE I1 4 I i I LAYER OF 5/6"GYP. BOARD ON ONE 51,9E AND J i 5/N57LE LAYER OF 5/6"MOl5TURE RE5/5TANT - --------------------- ------ --- d a d , e . a d GYP BD. ® BA7NROOM 5/DE PROVIDE SINGLE -- ---------------------------- e --- LAYER OF 5/6" TILE BACKER AT ALL 51IOkYERS PROVIDE SOUND BATT5®ALL INT. MU5 TYPICAL FOUNDATION WALL - 89l-o" POURED CONCRETE FOUMATION WALL. 5EE 57RZ nPAL DRAWINGS FOR FURTHER DETAIL. I I I A�02 A-202 A-301 Ste PROF05E� FOUI\12A TION RLAN 1 r AR - 4 r!!C SCALE = I/4"= l'--O" r SEAL: - REVISIONS/SUBMISSIONS: DRAWING TITLE: rR�D e� ,per C DATE DESCRIPTION W. R'- /Y �p �� 02a824 JA/UED PER Z5A COMMUIV C CS 03/1424 JAAUFDrOR PLC/TRUfll-U 0. 082824 MAID 1.OR NO PROPOf ED FOU/vaio/i PLm i 11/0124 yUED FOR nLViG 03/04/25 REVj/ED PER T.Ol-COMMrJITI N G u CAD FILE NAME: N EEAh 2555 A-100 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN ARCHITECTS P.C. fTOLTZ RVI)MCE "...the business of ARCHITECTURE." 08/28/24 21_2355 2025 f MITH RD. SCALE: DRAWING NO.: PECO/YIC,NY 11958 66 EAST MAIN STREET I �f/VOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .�. Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com a COPYRIGHT 2024 PEMSCHCK SLVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 /YM E 6 IL 6ENERAL O5MOKE ALARM. c Ol V-5 TRUC T/(V/\/ NO TE5 INTERCONNECTED SMOKE ALARM HARDWIRED TO UNINTERRUPTED PRIMARY FOP ER W I L217 L15TIM&. 5MOKE$ CARBON MONOXIDE DETECTOR. 1. A51DE FROM ALL N07E5 ON TH15 PLAN, CONTRACTOR 15 INTERCONNECTED 5MOKE $ CARBON MONOXIDE RE5PON5/BLE FOR THE THOROU5H REVIEW AND ALARM TO APPLICATION OF ALL INFORMATION CONTAINED IN GENERAL POI�R Ill/��7�L2034JL�ND�I MARY NOTES. A�02 A-203 A-301 2. FOUNDATION WALL TO BE BACKFILLED AFTER FIRST 101=6 //2" FLOOR FRAMIN5 AND BLOOKING 15 COMPLETED 3. GENERAL CONTRACTOR TO COORDINATE DUCT 5HAFT 512E5 WITH HVAC CONTRACTOR. J2'-6" V-6" 6'--31/2" 4. A51DE FROM WHAT HA5 BEEN INDICATED ON THE DRAWINGS OUTDOOR PROVIDECONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE " SHOI�1 ERS NO5E BIB AND/OR CARBON MONOXIDE DETEGTOR5 ACCORDING TO 36 HT FEENEY GABLE RAILING 5Y5TEM NEW EXTERIOR 36 HT. FEENEY GABLE RAILING CODE. rLE PGT5 A5 PER NY5 CODE SY57LMW/WDOD POSTS AS PER NYS " SHOWERSL / O CODE. GABLE RAX5 0 3"O.G. (YYP) 5. ALL DIMEN51ON5 ON THESE DRAWINGS ARE FINI5HED RAILS® 3 O.G. (TYP,I.Fol ------ -- -- - - - _ ---____-- _-- UP DIMENSIONS. ------------------- {}------------- -----[}---------- -- { }.___�__� __ }---- -- -� PROVIDE - ___-_-�}----=---=T ====---,-- ___________________________ o G0V RED H05E BIB o o Y 6 /5 7 /2" UP `il(�LK I m - 7 I 5TACK Rl ER ® 6", } ! 6. HOLD ALL ANGULAR AND EXTERIOR DIMENSIONS. m I 7 //' I W%D 5 7. CONTRACTOR TO REFER TO 57RU67URAL DRAWINGS FOR I 2 � � SIZES AND GOh1PONENTS OF STRUCTURAL MEhBERS. CONTRACTOR TO _ _ _ 1 O 000 - __ 2 A }-------------- ----------- ---- ' SUPPORT CONNECTIONrGONNEGTlON501;(5HOUT THE RFC. I Oo WOOD DECK I/4" WOOD DECK 1/4" O O O 4 I'RO.ECT. M/L L I'►fORK PER FT PITCH _ Y PER FT. PITCH O — — I PROVIDED $ MILLWORK PROVIDED 711 20'-O" 6. GONTRAGTGR TO NOTIFY ARCHITECT OF ANY INSTALLED BY INSTALLED BY OTHERS D15CREPANCIE5 OR UNCERTAINTIES ON 7HE5E DRAWINGS ` OTHER5 MILLWORK PROVIDED $ KITCHEN M/ INSTALLED BY OTHERS j IMMEDIATELY. KI TGHEN PROVIDED $ 1O3 FANTRy MUDROOM / INSTALLED BY 102 E. I P I a. PROVIDE 50LW BA TT IN5f/LATION IN ALL BEDROOMWALL5 _ OTHERS 7" 7° < A❑ UNDER-COUNTER 6'-01, l3=5" } --- -- --{ lO. CONTRACTOR TO GOORDIN.ATE WORK WITH ALL THE a li o h � DISHI^L45HER G 2 � m � I ❑ 0 0 l! N q:y�� 7" I ll. ALL DIMENSIONS ON THESE DRAW/NG5 ARE FINISHED r-----------------------------� -- I i I ' 2 UNDER-COUNTER 2 REFRIGERATOR AAL�L T)ool L-56EAV " 2 � OREN TO FROVIDE 36"HT H009 R07'ER FEENEY GABLE RAILING W/BALLU57ERS /0' 7 Rl5 U� Q 1 TYPICAL EXTERIOR WALL"- $ " } RAILING 5Y5TEMW/HOOD I ABOVE I ® 4 O.G. MAX. A5 PER m O � � �6 ®,//" � 2 X 6 HOOD STUD® 16 O.G. WITH /e GYB. P05T5 A5 PER NY5 GODS. BOARD ON lN7FRJOP 2"(12-13)CLOSED CELL GABLE RAILS® 3"O.G. (TYPE 2=7" 5=lO" JI_6„ NY5 GODS(7YP,l /$-p SPRAY FOAM WITH R-13 UNFACED BA Tr INSULATION WITH�`EXTERIOR GRADE PLYWOOD, ❑ }___ ___{� BUILDING MAP AND 5ELEGTED 5JDING. 5EE = 5 2 p A-00/ TYPICAL AIR SEALING DETAIL. 1/^1� 6 15 " u I i A�oo 5/CO loe 7 ® l" }----------- 4 2 VA 2A 104 4!�11 3 I A-3oo lA TYPICAL EXTERIOR WALL F--1 2"X 6"WOOD 57UD® 16"O.G. WITH "EXTERIOR - - - - }---- --- --_-{ GRADE PLYWOOD,BUILDING WRAP AND COVERED 2-0 $ I a ❑ 5ELECT ED 5/DING. IEA T/O R SE 712 EO A-2oI UP THE 1l 2 I4 2A T 2A A-200 I 2 ,,.? o I � TYPICAL NON-BEAR/NG INTER/OR WALL - 11 \ I N 11 I UV o Q 1 / � !I , " / I N " 7 7-/O O 5-71/2 7-ll J/2 7 6-/p 7 11 211 X 6 WOOD STUD® l6 O.G. WITH 5/N57LE PROVIDE SOUND BATT5®ALL INT. MALL5 111-411 O EA T ROOM �' S LAYER OF V GYP. BOARD ON BOTH 5/DE5 U.O.N. I 36"HT. FEENEY GABLE 2 2A IRAILING 5Y5TEMW/HOOD TYPICAL NON-BEARING INTERIOR WALL - MILLWORK 2A C, I POSTS A5 PER NY5 GODS 2A 2"X 6"WOOD STUD 0 16"O.G. WITH 5/N57LE ❑ }---_----{� DCI Q INS�ALLED BY ` + I j GABLE RAILS 3"O.G. (TYPJ LAYER OF 5/6"GYP. BOARD ON ONE 5/DE AND OMER5 _� _�' I FRONT ' SINGLE LAYER OF 5/6"M0157URE RE-515TAW 4 GYP. BD. ® BATHROOM 51DE. PROVIDE 51N57LE i 3 PRE-FAB WOOD BURNING ry B ROR6H ry LAYER OF 5/6" TILE BACKER AT ALL 5HOPER5. j A FIREPLACE W/RA15EP 2 PROVIDE 5OUND BATT5®ALL INT. MALL5 { FLOORHEART7� VENTED FAMIL-Y ROOM Jc TUDy WOOD DECK 1/4" UP A5 REOV BY p 2 I PER FT. PITCH z WOOD DECK 1/4" MANUFACTURERS SPECS. ry 2 3 TYPICALBEARING INTERIOR - ` PER FT PITCH A 2"X 6"WOOD 5W® 16m O.G. WITH 5/NGLE LAYER OF V GYP. BOARD ON BOTH 5)VE5 U.O.N. " 7 7 7 !! PROVIDE SGYIND BATTS® ALL INT. WALLS \-36 HT. FEENEY CABLE 14'-O l/2" - -- 15'-4 //2" 7 12'-01, RAILING 5 /WOVD P05 TYPICAL BEARING INTERIOR WALL - I T5 A5 PER PER W NY5 GODS: � 2 I 2 I GABLE RAILS® 3"O.G. ('TYP,I. EC? A�o3 A 3A 2"X " 5 ® 16"O.G. WITH 5IN5LE � ^, EQ �.-' � LAYER OF 5/6"GYP. BOARD ON ONE 5/DE AND 5/NGLE LAYER OF 5/6"MOJ57URE RE5/57ANT _________{}______-______ 6 WOODTUD_ ❑ __ _____ o - - - - -- }---------{ }--------- - ------{ ;::......:::::.: 51N5LE GYP BD ®BATHROOM SIDE PROVIDE - - - - -- - LAYER OF 5/6" TILE BACKER AT ALL 5HOP ER5. 2moo 'PROVIDE O 6,o" O --- l O G - HB PROVIDE 5OUN9 BATT5 0 ALL INT. WALL5 A-101 1/ HOSE BIB O PROVIDE l5-O 62'-O" H05E BIB 4_6 11 71-6" 4 TYP TYPICAL FOUNDATION WALL - 3 POURED CONCRETE FOUNDATION WALL. 5EE 5TRZ7URAL DRAWINGS FOR FURTHER DETAIL. 6a-o" THIN BRICK VENEER A5 5ELE6TED BY OWNER I I A-202 A-301 A�02 COLUMN. 5EE 5TRX TURAL DWG5. PROP05E� tIR`5 �LOOR A/\/ 2x4 WOOD BLOCKING. i I 5CALE_ 1/4"_ /'-O" I4"x14"AZEK COLUMN WRAP. _ x \ x SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTIOR 03/23/22 vium rOR MAIAL 2 J09/22 y/UED FOR Z6A � 0 ` ,zra922 RE-j/JUEDPORZ6A PROPO,JT—D FIR,IT FLOOR PLAN 02/2824 U./UtD PtR Z15A COMMUff iC wm24 trAr p FOR DCC/TRWTEZ/ 082824 lfjUtD POR UP 5CALE_ l" _ l-O" �y .G29��g �F iv0124 viurp rOR P1LI/VG CAD FILE NAME: {O � Or r.V N' 2555_A-101 MEMSCHICK .SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT the business of ARCHITECTURE." ,/TOLTZ Rr-AVF-/`ICr. 08/28/24 21_2555 -_ _._........ _............ - _...__..._._..... -- -- - _.....__ __ ------._-- - -....__ - - __ ...._. 2025/MITI RD. : PECO/'11C, NY 11958 SCALE: DRAWING NO 66 EAST MAIN STREET - - - - - - - - --- Af NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: on : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com /� 0 COPYRIGHT 2024 NEMSCHa SILVERMAN ARCWECTS P.C. 1000 098.00 04.00 019.002 /fm SMOKE ALARM,• c ON-5 TRUC T/ON A/C TE5 OINTERCONNECTED SMOKE ALARM HARDWIRED TO UNINTERRUPTED PRIMARY POKER W/1IL2/7 Ll5TING. 5MGKE$ CARBON MONOXIDE DETECTOR. 1. A5/DE FROM ALL NOTES ON THI5 PLAN, CONTRACTOR 15 S/GO INTERCONNECTED SMOKE$ CARBON MONOXIDE RE5PON5/BLE FOR THE THOROUGH REVIEW AND ALARM HARDWIRED TO UNINTERRUPTED PRIMARY APPLICATION of ALL INFORMATION CONTAINED IN GENERAL I I I POWER W/I L.217 UL2034 Ll5TING. NOTES. A�02 A-203 A-301 2. FOUNDATION WALL TO BE BAGKFIL.LED AFTER FIRST FLOOR FRAMING AND BLOCKING 15 COMPLETED 3. GENERAL CONTRACTOR TO COORDINATE DUCT 5HAFT 512F5 WITH HVAG CONTRACTOR. 4. A51DE FROM WHAT HA5 BEEN INDICATED ON THE DRANINC75 CONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR CARBON MONOXIDE DETECTORS ACCORDING TO CODE. 5. ALL DIMENSIONS ON THE5E DRAWINGS ARE FIN15HE9 DIMENSIONS. 6. HOLD ALL ANGULAR AND EXTERIOR DIMENSIONS. LINE OF 15T El _ FLOOR BELOW 7. CONTRACTOR TO REFER TO STRUCTURAL DRAWINGS FOR 51ZE5 AND COMPONENTS OF STRUCTURAL MEMBERS. CONTRACTOR TO PROVIDE 5UFFIGIENT 5TRC7URAL SORT$ CONNECTION $ CONNECTIONS THROI 610UT THE ROOF BELON PRO.IEGT. 6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY D15CREPANCIE5 OR UNGERTAINTIE5 ON THE5E DRAWINGS 76=0" IMMEDIATELY MILLWORK PROVIDED 9. PROVIDE SOUND BATT INSULATION IN ALL BEDROOM WAL.L5. O INSTALLED BY l O O 0THER5 10. CONTRACTOR TO COORDINATE WORK WITH ALL THE TRADE5. a K � 801LER lo 7" l5'-7" 7" �:;: 6=0" 4=7" In 24=6 I/2" 7" 7=8 //2" 7" I3'-6" 7" ll. ALL DIMENSIONS ON THE5E PRANINC75 ARE FIN15HED PROVIDE 36"HT. WOOD D11 N51ON5. _ SITTING `r 3 /•G• I 214 U) HALL RA1L)N5 W/BALLU5TER5 2A 4 BATH 2A l 2 ® 4"O.G. MAX. A5 PER �o Z 4 AREA +�� UTl NY5 GORE('TYPJ 0 � o o TD0O , " )0000) E 6 /3-O /O�-0" 216 E)Vl�� CEILING HT. s o 4 / TYPICAL EXTERIOR WALL - 36"HT. FEENEY GABLE �i ._.._ - CEILING HT. 215 i� in OVEN TO BELOl�I 202 5 BUNKROOM m �_.__...—____. � 2"X 6"WOOD STUD® l6"O.G. WITH 5/e"GIB. RAILING 5Y57EMW/WOOD `" 4 061-7" 2A 203P05T5 A5 PER NY5 CODE ,0„ "� 7" 2 /O'-2" 1414 1/2" 6-101/2" 6=2" 7" BOARD ON IMERIOR 2"(R-13)CLOSED CELL GABLE RAILS® 3"O.G. (TYP).. ,'� - VAULTED SPRAY FOAM MM R-13 UNFACED BA TT. 21'1 5/GO 5O 201 CEILING INSULATION WITN "EXTERIOR GRADE PLYhoOD, C�-===____________-______ _--______ __- 2 Z BUILDING WRAP AND 5ELEG759 51DIN5. 5EE MILLhbRK A-001 TYPICAL AIR SEALING DETAIL. CEILING HT. " " MASTER 2 Ie rs ® a 15E ® % PROVIPM s I A�oo �+ I BEDROOM I DN l7 ® //lq- " 7 ® ll" UP 2 _ �iL05. INSTALLED BY A�00 /A _ I 211 2 210 201 204 7 _ 2A 07NER5 / TYPICAL EXTERIOR WALL" N O r ❑ 2 X 6 WOOD STUD® l6 O.G. WITH EXTERIGR I I GRADE PLYWOOD,BUILDING WRAP AND X 2 —........._..... SELECTED 5/DING. 2 Y _... �. VAULTED MILLWORK Q I 2 5 5 O= II I Y m CEILING _ I 5 - 4 YER.4NDA O ,7 PROVIDED 2 0 AT2AAu INSTALLED BY u� 4 _..... m �- 2 ' OTHER5 0 W " I 3 0 208 205 o Z — TYPICAL NON-BEARING INTERIOR WALL - N N ll A�o3 12-O A�03 0 0 _.._ ...._ W ._.: ... ..._.-- -..__. 2 X 6 WOOD 57UD® l6 O.G. HIM 5INGLE 7" — 7" 7" 9'-O I/2" " 0 7=5 r/2" " O" 7' 2,111 o 7' 7" LAYER OF$/e"GYP BOARD ON BOTH SIDES U.O.N. WOOD DECK 1/4" 7" 3=31/2" 3=3 //2" 7" PROVIDE 5OUND BATT5® ALL INT WALLS i PER FT. PITCH I a 2 M/L.LhfORK 2oa MILLWORK MILLWORK 206 r _ TYPICAL NON-BEARING INTERIOR WALL - 7 /3-7 3 a PROVIDED 2 2A PROVIDED PROVIDED 2A 2A 2"X 6"WOOD 5TUD® l6"O.G. W/TN SINGLE IN5TAL.LED BY INSTALLED BY . :: INSTALLED BY ....._._ ...._.. ........ ......... .._...... .__ LAYER GF 5/8"GYP BOARD ON ONE SIDE AND / - - ❑ OTHERS OTHERS OTHERS 5INGLE LAYER OF 5/8"M015TURE RE515TANT ---------------- --- r r _______- --------------_--- -- - 2A tt O ..� - BD. 0 BATHROOM SIDE. PROVIDE 5/NGLE _ . _ BEDROOM l BEDROOM 2 LAYER of sie" TILE BACKER AT ALL SHOWERS. MILLWORK B 17R00 36"HT. FEENEY GABLE RAILING — M/LLhbRK - .. ._ _-- _ PROVIDE 5aW BATT5®ALL INT. WALLS PRourL7ED � _ - 5Y57EM W/HOOD P05T5 A5 INSTALLED BY 2 PRO IDED PER NY5 GODS GABLE RAILS O�E� _ ZA IN5TALL.ED BY O 101-0" p -- __ ® 3"O.G. (TYP,J. 5 OTHERS ry GE/LING HT. _� TYPICAL BEARING INTERIOR WALL - s MASTER 2 3 / I - 2"X 6"W009 57VD 0 16"O.G. W/TH 5/NGLE _.. . - ._... ........... _....__ ._..._. ..__. >y TH - —. a- :<::<:;:::;.s.;;>:.:;:::;?;;; _::.` LAYER OF "GYP BOARD ON/8 BOTH SIDES UO.N. _. _ _.__ ........_ .._._. _._.. . .__ PROVIDE SOUND BATT5®ALL /NT. WALL5 ILI 213 T T 7„ 12'-O„ 7„ 7„ �" i 7" 13=51/2" 7„ l3-lI„ "'':: 7„ 14'-0 r/2" 7„ __ ...... _...... 1...... __..... . 2 - — - — JYPIGAL BEARING INTERIOR WALL - Q R A-03 A-303 3A 2"X 6"HOOD 5TUD® l6"O.G. Wl7M 51NOLE N 0 � Q FUoT LAYER OF 5/8 GYP. BOARD ON ONE 5/DE AND SINGLE L AYER OF 5/8"MOISTURE RESISTANT ❑ o 0 0 0 % III `.; " GYP BD ®BATHROOM 51DE PROVIDE 5INGLE - -- -- LAYER OF 5/6" TILE BACKER AT ALL SHOWERS. % PROVIDE SOUND BAT75 ®ALL INT. WAL.L5 D ----- I D O INTEX?AZ%ATTACHED 4 66'-6" 9=6" PERGOLA PREMIUM KIT. TYPICAL FOUNDATION WALL - 5EE 2/A-303 FOR MORE POURED CONCRETE FOUNDATION WALL. 5EE A 76'-O° INFORMATION. STRUCTURAL DRAW/NG5 FOR FURTHER DETAIL. THIN BRICK VENEER A5 5ELE6TE9 BY OWNER I I A�02 A-202 A-301 /'-�LooR /PiL-AN 5CALE= 1/4"_ l'--O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 03/23/22 U/11eD FOR PLAIAL 06/06/22 U.�UrU rOR Z5A 12/09/22 Re UiueD roR z�A PROPQJr-p jE.CO/`ID FLOOR PLA/`I A 1' •I 02/28/24 VjUeD PeR Z6A COMMEAT/ 03/1424 j/,/UeD FOR DeC/TRIUrrPJ pp J 08/28/24 UNeD FOR 61D 0 A. 11/01i24 U/UeD rOR rlLl/iG CAD FILE NAME: Or N£ •/� 2555 A-102 I�mEMSCHICK �lILVERMAN ARCHITECTS P.C. PROJECT TITLE DATE: NSA PROJECT #: the business of ARCHITECTURE." / 0LTZ R"17! .PICr- 08/28/24 21_2555 __.. __..._. -..- -._........ - _._ _.._..__._........-...-__..._.__..__.._ ........_..... .........-- -- .. __......._..-------- - -- ---— — --- - - -------------- -- - fMITH SCALE: DRAWING NO.. - - — ._ - -- - - — - --- - PLCONIC, NY 11958 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: — 102 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 9 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 /1M SMOKE ALARM.- COMOTRUCTION A10T465 OINTERCONNECTED 5MOKE ALARM HARDWIRED TO UNINTERRUPTED PRIMARY POWER W/VL217 L15TIN6. SMOKE d CARBON MONOXIDE DETECTOR: 1. ASIDE FROM ALL NOTES ON THIS PLAN, CONTRACTOR lS S/GO INTERCONNECTED SMOKE$ CARBON MONOXIDE RE5PON51BLE FOUR THE 7HOR066H REVIEW AND ALARM HARDWIRED TO UNINTERRUPTED PRIMARY APPLICATION OF ALL INFORMATION CONTAINED IN GENERAL I I I POWER H/UL2I7 UL2034 Ll5TING. N07E5. A�02 A-203 A-301 2 FOUNDATION WALL TO BE BAGKFILLED AFTER FIR5T FLOOR FRAMING AND BLOCKING 15 COMPLETED 3. GENERAL CONTRACTOR TO COORDINATE DUCT SHAFT 5IZE5 WITH HVAC CONTRACTOR 4. A5IDE FROMWHAT HA5 BEEN INDICATED ON THE DRANINC75 CONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR CARBON MONOXIDE DETECTORS ACCORDING TO CODE. 5. ALL DIMENSIONS ON THE5E DRAWINGS ARE FIN15HE9 VIMEN5ION5. 6. HOLD ALL ANGULAR AND EXTERIOR DIMEN5/ON5. 7. CONTRACTOR TO REFER TO 57RUG7URAL DRAWIN575 FOR SIZES AND COMPONENTS OF 5TRG7URAL MEMBER5. CONTRACTOR TO PROVIDE 5UFFICIENT 57RU57URAL 5UPPORT$ CONNECTION $ CONNECTIONS THROUGHOUT THE PRO.EGT. 6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY D15GREPANGlE5 OR UNCERTAINTIES ON 7HE5E PRANIN65 6=2" 15'-0 1/2" 15=5" 15'-0 2" 12'-9//2" IMMEDIATELY. 9. PROVIDE SOUND BATT INSULATION IN ALL BEDROOM WALLS. AH / Al I /0 CONTRACTOR TO COORDINATE WORK WITH ALL THE KX -- - - TRADES. l3=l0 //2" l3=lO 1/2" \ 5 X lIALL 5ION5.1ON5 ON THESE DRAWINGS ARE FINI5HE9 u� �IA I N /A 1A I ( IA lA 4 I I ( OPEN / AALL 7K)=E LE6E I TO w - TYPICAL EXTERIOR WALL lA 3=ll" 2 s/GO 5O TUD I O 4 BOARD S ® l6"O.G. WITH 5/8"GYB. I RD ON INTERIOR,2"0? l3)CLOSED CELL / /A � SPRAY FDAM WITH R-l3 UNPAGED GATT. INSULATION WITH "EXTERIOR 6R4DE PLYWOOD, BUILDING WRAP AND SELECTED SIDING. 5EE Lj LJ \ / 2 N I � — — — — A-001 TYPICAL AIR 5EALIN6 DETAIL. OFEN I / 0 /5 ® 1 10I A-500 TO I — — rN I7 ® a" A" lA I 5=//" 6'IO/O l/2" 4=�4" 20=lO l/2" l I TYPICAL EXTERIOR WALL - � LOW 2"X 6"WOOD STUD® I6"O.G. WITH�"EXTERIOR ..----- ..... RARE .. PL YWOOD,BUILDING WRAP AND ._..----._..._ ...- _._. 6 rl LJ SELECTED SIDING. _ . ._. .. A-2ol 4 A6 x IA N s/Go /G 7,�" v� m GE/LING HT. v Q - 2 TYPICAL NON-BEARING INTERIOR WALL - N 2"X 6"WOOD 5TUD® l6"O.G. WITH 51N57LE LJ NEW WOOD POST. LAYER OF 5/8"6M.. BOARD ON BOTH 5/DE5 UO.N. SEE 57RGL7URAL D.— , PROVIDE SOUND BA7T5®ALL INT. WALL5 — — — — — — — — — — — — — — — — — — — — — — _ ___ ......_ ...__ TYPICAL NON-BEARING INTERIOR WALL - - - - - 15-7" \ =lI'� l6=7" / l3L/O 1/2" I2=91/2" 2A 2"X 6"WOOD STUD® I6"O.G. WITH 5IN5LE _ ._ __.._ ...._.. .._... ------.. ...._... ..._- LAYER OF 5/6"GYP. BOARD ON ONE 5IDE AND L; / = 5IN5LE LAYER OF 5/6"MOISTYRE RE515TANT _----- _ ._---- _- -- 4 GYP. BD. ® BATHROOM 5/DE. PROVIDE 5/N57LE IZI I LAYER OF 5/6" TILE BACKER AT ALL 5HOWER5. - i . ......... _.. ..- PROVIDE SOUND BATT5® ALL INT. WALL5 3 /A lA A�03 ( I _ - -- - -:::; _ 3 - _:--:: :::--- -::: ---- __. -�---- -_: ::� 2 Xl 6"WOOD STUD INTERIOR"O.C. 5INGLE IA ..... PROVIDE /SOUND BA TT® ALL INT ALL5 ARD ON B07H 5 U.O.N. a _ ...._.... _....._.. ..-- -.._..... ....... ......... . ..... ._ 2 -- - - - , 2 TYPICAL BEARING INTERIOR WALL - 3A 2"X 6"WOOD 5 ® I6"O.G. WITH 51NGLE � A-303 A� TUD 4-2" VIA p V.I.F. L-2" V.I.F. I �- LAYER OF 5/6"GYP. BOARD ON ONE SIDE AND -- _.1.. .__. 5INGLE LAYER OF 5/6"M015RPE RE515TANT ' '' GYP. BD. ® BATHROOM 5IDE. PROVIDE 5INGLE - -- LAYER OF 5/6" TILE BACKER AT ALL 5HOWER5. / I AF PROVIDE 50"BATT5® ALL INT. WALL5 6=2" 15'-0 I/2" 15'-5" I5'-01/2" 12=q 1/2" -� 4 3 TYPICAL FOUNDATION WALL - A- 66-6" ; . POURED CONCRETE FOUNDATION WALL. 5EE STRUGTI/RAL DRAWINGS FOR FURTHER DETAIL. THIN BRICK VENEER A5 SELECTED BY OWNER. I I A-= A-202 A-301 FR01=0-55Z2 A T716 )t�=—0 "a"N' I AN 5GALE= 1/4"= lL O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: 1,n'1 DATE: DESCRIPTION: \� 03/2322 Vjl=FOR 17CAIAL (C: 06/0622 UJUeD POR Z0A� a � 12/0922 Re-VJlJrDrORZF)A PROPO/�D ATTIC FLOOR PLAN 022824 IffUED PER MA COMMEAV 03/1424 VjUED rOR DEC/TRQ TI CJ N0 082824 IffULP rOR UP 11/0124 UJUCD rOR rIU/IG CAD FILE NAME: y0 2555 A-105 NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT : the business of ARCHITECTURE." - TOLTZ RUIP[AcE 08/28/24 21_2555 .-.__-----------._--- _ - — ---------------------------------------------------------------------- ..---------- - -.........__..... SCALE: DRAWING NO. : ._. PECONIC, NY 11958 A.f NOTED 66 EAST MAIN STREET -- --- -- - PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A1 05 — Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 NM 6ENERAL 5MOKE ALARM.• c O/V5 TRUC T/OA/ NO TE-6 OINTERCONNECTED 5MOKE ALARM HARDWIRED TO UNINTERRUPTED PRIMARY POkER W/UL217 LISTING. 5MOKE d CARBON MONOXIDE DETECTOR: 1. A51DE FROM ALL NoTE5 ON THI5 PLAN, CONTRACTOR 15 INTERCONNECTED SMOKE$ CARBON MONOXIDE RESPONSIBLE FOR THE THOROUGH REVIEW AND S/GO ALARM HARDIN/RED TO UNINTERRUPTED PRIMARY APPLICATION OF ALL INFORMATION CONTAINED IN GENERAL I I I A-301 POPERW/UL217d UL2034 L 15 TIN&. NOTE5. A-302 A-2d3 2. FOUNDATION WALL TO BE BAGKFILLED AFTER FIRST FLOOR FRAMING AND BLOCKING 15 COMPLETED 3. GENERAL CONTRACTOR TO COORDINATE DUCT 5HAFT 6"HALF ROUND COPPER GUTTER 5/ZE5 W/TH HVAC CONTRACTOR. d LEADER 5Y57EM(7YP) 4. A5/DE FROM WHAT HA5 BEEN INDICATED ON THE PRANINC75 CONTRACTOR TO PROVIDE ANY ADDITIONAL 5MOKE AND/OR CARBON MONOXIDE DETE6TOR5 ACCORDING TO CODE: MBCI LOW SLOPE BATTENL.OK 5. ALL DIMEN51ON5 ON THESE DRAWINGS ARE FINISHED 5 STANDING 5 DIMENSIONS.€ ii E I ROOF, COLOR A5 SELECTED � € i .......... i BY OWNER(TYP) 6. HOLD ALL ANGULAR AND EXTERIOR DlMEN5/ON5. ... .-1� 7. CONTRACTOR TO REFER TO 57RZTURAL PRANINC75 FOR 6"HALF ROUND COPPER GUTTER d 5I2E5 AND COMPONENT5 OF 5TR 67URAL MEMBER5. I; LEADER 5Y5TEM(TYP,) CON CTOR O T 5 TURAL 7TZA TO PROVIDE SUFFIGIEN TRUG 5bP90RT CONNECTION d CONNECTIONS THROUGHOUT THE FROLECT I ! I I E I ;;I 6. CONTRACTOR TO NOTIFY ARCHITECT OF ANY I I :»:::.-.-»:::» �__�»�: ::::»,: :_».� ......- DISCREPANCIES OR UNCERTAINTIES ON THESE DRAWINGS L - 2 - H,... I I j IMMEDIATF r. : P TG i E Ei I 9. PROVIDE SCYJND BAIT INSULATION IN ALL BEDROOMWALL5. € - - - - - - - - - --- - - - -- - - - -- - -- - - - -- - - - - - -- -- - -- - - - --- -- - - /0. CONTRACTOR TOGOORDINATEWORKWITHALL THE IN \ / TRADE5. / I \ \ I I COPPER SCUPPER LEADER ........... ( I \ \ HEAD W/DOWNSPOUT / / \ \ / / I v ADIMENSlONS.ALL lONS ON 77lE5E DRAWINGS ARE FINISHED I2. I ElNG 3'-0"(FROM OR AAW AA� F G VALLEY5 AND \ / \ l2:a PITCHl2:9 P1TGH l2:9 PITCH I ROOF OPENING5 I2:9 PITCH (rYPJ coNTINI/O05 / / \ CON TIMJ005 / \ VENTED RIDGE. \ VENTED RIDGE. N T)000) XALL : :_W::: ::r ------ .... ...... .. .. .... r, L —� z \ i / _ \ / _ I I TYMcAL EXTERIOR WALL L, 2"X 6"WOOD 5TUD® 16"O.G. WITH 5/eYB."6 4 BOARD ON INTFR/09 2"(R-13)ao5ED CELL 5PRAY FOAM WITH R-13 UNFAGED BA Tr -1/2 PITCH A-30o �.:»j,»�...r„�:»�.-.-.........__ I I \ \ I / CEDAR RDOF SHINGLES A5 \ / A-300 INSULATION WI TH "EXTERIOR GRADE PL YWOOD, �: \ / / * SELEGIFD BY OWNER OVER 30# \ \ \ / * BUILDING WRAP AND 5ELECTED 51DING. 5EE / A-001 TYPICAL AIR 5EALING DETAIL. FELT PAPER UNDERLAYMENT ON " \ / , COX PLYW0O05HEATHING(IMP)Lj - - - - - - - - - -ITV IA TYPICAL EXTERIOR WALL - .i i L ......—.— L - - 2"X 6"WOOD 5TUD® 16"O.G. WITH "EXTERIOR GRADE PLYWOOD,BUILDING WRAP AND A-2ol ;� _.... ....._..._ == - - - - - - - - - - - - - - - - - - - - - - - - - - - m 5ELEGTFD5/DING. GONTINUOU( COPPER GUTTER / /I N \ EDGE ALUMINUM VALLEY FLA5H/N6 TO 6"EACH VENTED RIDGE. LEADER HA)e AT NEW VALLEYS d ROOF / _ I' \ :-_ --.__.. __ ...-. ..._..._ - ._ . _. SYSTEM(TYPJ = / I TO WALL TRAN5/TION5(TYP) _ / \ \ z TYPICAL NON BEARIN6 NTERIOR WALL - 2"X 6"WOOD STUD® 16"O.G. WITH 51NOLE LAYER OF%ft GYP. BOARD ON BOTH 5/DE5 U.O.N. PR VIDE SOUND......._.. . O BATTS ALL INT WALLS ri 7YPIGAL NON-BEARING INTERIOR WALL - :» 2"X 6"WOOD STUD® l6"O.G. WITH 5INGLE LAYER OF 5/6"GYP. BOARD ON ONE 5IDE AND ioI / \ — — 5INGLE LAYER OF 5/6"M0157URE RESISTANT GYP. BD. rHR/ I \ \ / / I ._ _..__.. \ ®BA OOM SIDE. PROVIDE 5IN6LE \ \ / , LAYER OF 5/6" TILE BACKER AT ALL 5HOhER5. -..............._..._....._.................._......_............ I / +/- l2:9 PITCH +/- 12:9 PITCH +/- 12:q PITCH 12:9 PITCH PROVIDE SOUND BA ® INT........_...............__........_........._._................ _.. - _ ALL WALL5 - -- — -- = / TYP AL INTERIOR HALL - 26 OZ. COPPER 5TFP / \ / SELF ADHERING ICE d WATER \ IG BEARING I / FLASHING AT CHIMNEY \ / I \ I :--:--: _- .== :::-=-- - . :::_- -_-::_. -� 2"X 6"WOOD STUD® l6"O.C. 5INGLE / \ / 5HIELD TO 2'-0"IN5/DE EXTERIOR I \ "' LAYER OF /e"GYP. BOARD ON BOTH 5/DE5 U.O.N. COPPER SCUPPER LEADER \ u / WALLS PER NY5 RESIDENTIAL PROVIDE SOUND BATT5® ALL INT. WALLS -»T-,,,,» » - » HEAD W ,00fiW5POUT GORE R4052 -- ....... ..... »� / I I \ / 7(TYPJ / I E( -- TYPICAL BEARING INTERIOR WALL - ..................................... ... ..:::..__..........._..- _........ .... � 1 I - - - - - - - - -- - - � -\ �-_ � N q /I 3A 2 X 6 WOOD STUD a 16 O.G. WITH 5INGLE LAYER OF 5/6"GYP. BOARD ON ONE 5IDE AND ......... ..;:;.....::. 5IN6LE LAYER OF 5/6"M0157URE RE515TANT GYP. BD. ®BATHROOM 5IDE. PROVIDE 5INGLE 3 66'-6" LAYER OF 5/6" TILE BACKER AT ALL 5HOWER5. A PROVIDE SOUND BAT75® ALL INT. WAL.L5 6"HALF ROUND COPPER GUTTER 6"HALF ROUND COPPER GUTTER d LEADER 5Y57EM(TYPJ THIN BRICK VENEER A5 d LEADER SYSTEM(TYP) 4 TYPICAL FOUNDATION WALL - SELECTED BY OWNER I I POURED CONCRETE FOUNDATION WALL. SEE AaJ02 A-202N AaJ01 5TRU67URAL DRAWINGS FOR FURTHER DETAIL. RO(V/P7 RL—AN SCALE_ 1/4" = /'-0" SEAL: , REVISIONS/SUBMISSIONS: DRAWING TITLE: D s" DATE DESCRIPTION: \c� N W. AA . /y\� 08/28/24 yArD FOR 61D 1 11/Ol/24 vjurD rOR FILING ' PROPQ/'ED ROOF PLAN F 0.62R, ��t CAD FILE NAME: Or 2555 A-104 NEMSCHICK SII_VERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT *: the business of ARCHITECTURE." JTOLTZ Rr./117"Cr- _ —------—100707N _._____._..__.. ------ ......_..---. ---�---._.. ._. ....... ..._.......... _ ......_._............. 2025,/'MITH RD. SCALE: DRAWING NO.: PECONIC, IV 11958 66 EAST MAIN STREET __---_ A/'NOTED PATCHOGUE, NEW YORI< 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 104 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com c COPYRIGHT 2024 NEMSC"CK SLVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 /yM L. I CGHT I N(5 LE&E D SMOKE ALARM: INTERCONNECTED SMOKE 5O ALARM HARDWIRED TO UNINTERRUPTED PRIMARY POWER W/ UL217 LISTING SMOKE 4 CARBON MONOXIDE 5/GO DETEGTOR:INTERGONNEGTED SMOKE 4 CARBON MONOXIDE ALARM HARDWIRED TO UNINTERRUPTED PRIMARY POWER W/ UL217 4 UL2054 LISTING WALL SWITCH 4" SQUARE LED 0-- OUTDOOR WALL MOUNTED LIGHT FIXTURE _w GHANDELIER/HANGING LIGHT FIXTURE _. _ .. _ _ CEILING MOUNTED HANGING LIGHT FIXTURE ..........-. ..................._............................_............._.........-............._._................... __..._...._........_.._................................_................................_. _. .._._. WALL MOUNTED LIGHT FIXTURE El !I — - - _ I r- - � �......_.._........_ .................................._.._........_.__... _-.......____.___.. ..__._._..._.—.._.__._.__............._... ._._.....__.........._....,...._ ..____._.....------=..�-r..---_—_ i CEILING MOUNTED EXHAUST FAN -- ___ . ... ._....._._._._._..___._........_.... .. I — _ __...—.----- GOORDIl�G4TE LOG/�TION OF LIGHT - _ �� ---- - "�� WALL MOUNTED LIGHT FIXTURE WP. W.P FIXTURE HITH BREAKFAST TABLE - ----------__ _— . _...-_....-----_---------.._.._.---......__................__. _ -- .......; '�� , 'ENTRY ` � I 1 I CEILING FAN —.--. ~'----`- - K/TGHFIV "-�� LIB LED STRIP LIGHT - -----=-- -' ......... ...wW. v...._....._.-._.............._......... ........... / _.. ..__w _....... ( 1 _ j CEILING HT. i ,r ~ -' 3 - _.._.._�.......__. .... ..... ❑ Ix6 AZEK TAG 1VlGKEL D3 --.....-------- -- -- ...._... _ _ - - -- _._. {.--C�4P_5ll1P14P_. GEILQlCz.__. ._..__— p3 s 3 LI &HTINC-7 NOTES - .._........___.__...._............__.........-----.--...__..........._ ........_ I. ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH .............. THE REQUIREMENTS OF ALL AUTHORITIES HAVING JURISDICTION AND WITH MANUFACTURER' S INSTALLATION INSTRUCTIONS. t I 1 I i 2. CONTRACTOR SHALL VERI G 3 I FY ALL FILING HEIGHTS AND CEILING I 1WP. WP PENDANT LIGHTS \ I �OYR / —.-----..1� - ......._.�. . � .-_�. ........._........- PLENUM CONDITIONS FOR CLEARANCE OF LIGHTING AND OTHER CEILING OBTRUSIONS TO ASSURE THE FINISHED CEILING'S HEIGHT. i .. ' t _- - -- CENTERED OVER ISLAND 8'-O" OPI�I-�O01 ------ _ 1 I 1 _ ----- _ \ ANY ISGREPANGY SHALL _..._._...... —... � � D LL BE BROUGHT TO THE ARCHITECT'S __ ..._.._._.�..-_.. ... SOFFIT HT. i --- ..1..._.__......-_.._...lx(...AZEK._T�f�..._ __._ I --'"-- -�, ATTENTION IMMEDIATELY. ALL FIXTURES SHALL BE SET FLUSH F.... �._._.._ �.- -_ -- ITH CEILINGS. -- OtIL �- _____-��___`_ r —_ ._.._.......__._.....t._......_______._ _..............._...........__._...___......_.............. ` 5. ALL SWITCHES TO BE ON A DIMMER EXCEPT FOR THE GL05ET5 — �_.—. '---......------� _ CEILING HT. r 'f................................._ I IO1-0" I Wp _ '-_ _ ...__.._.........-- -— --........ ...__.._... — _ ...................................... � 1l � f �' �\, \ f i 4. ALL INTERIOR LIGHT 5WITCHES TO BE INSTALLED 40" A.F.F. TO ❑ } —._...— -- ........... \ ' " .........__..............._. I CENTERLINE OF 5WITGH AND 6" FROM DOOR EDGE TO .......................................... ..................................................,...................... ......................., / 1 _.......;..._. !...__TROT _., ---j _.........f.__.._.. �... 5 \ 7 — ------ - -- — ---, / , Q CENTERLINE OF 5WITGH UNLE55 OTHERWISE NOTED. COFFERED CEILING. -------- ---...._..._..^.� SEE DETAIL 2 THIS \1` ! -' -'S/GO _ ...........__... ......_.._... ...__................_..._.._ _.._.... _...___.... — r �� ;: 5. FOR BATHROOMS THE LIGHT SWITGHE5 HEIGHT WILL BE SPECIFIED 5HEF7 `~_~-------------------------------------- w�; : w:::..- ....._...._.......—_.-�:::W:::: : ..-:ww::..__... AFTER THE COMPLETION OF TILE SETTING DESIGN I i �,,` ..................................._.........._.................... -..........._................_........ .�, ❑ 6. IN THE KITCHEN AREA, PROVIDE LIGHTS UNDER ALL THE UPPER i 1 E ~— _ — \\ LblI ......_.......---................._............. ---- -'....._.._..........._........_—._. .. .. �.-......._...--_........ --------------— \ ....... _ . _ ... w ..__._...__.........._ __..........._............._........---'-.--'-_--.---_�_. ...�.- .......�...� 1 I 1 1D 'i. WHERE MORE THAN ONE 5WITGH OCCURS IN THE SAME LOCATION, r -- ...-- - s1 _.........._._..-._................./ \ ........wp. ; , i >} , ;-� _ _..... '..>_.. THE SWITCHES SHALL BE INSTALLED IN GANG TYPE BOX, UNDER A..-_.._ GRE�T ROOM ! / ONE COVER PLATE ATB _-_......_...._...... ' .. __._....._.._...._ _..... — ...._—...._ ---'- at ! 6. HEIGHTS OF ALL WALL SCONCES SHALL BE INSTALLED f _ f I ATH ` J BATH ACCORDING TO ARCHITECTS SPECS. Q. ALL FIXTURES TO BE SE LEGTED BY OWNER. 11-11-71 72 I, I 10• DOORS SHALL BE INSTALLED -------...._.---+---.___._...__......._....- ---------------------- D --- -------- I ON THE STRIKE SIDE OF THE DOOR. �...__.._..___ l... _______._.__......__.__..—_...__...__._....... ............_.._-......._. ---__ _ ... ........... . ........................._ —__.__.... 1 -- } e ..__...__._........ ............_.... -. .� -....._._.._..._..._ _.� _..... ._ ,.. ................... F - -- - - 11. CONTRACTOR SHALL FURNISH AND INSTALL ALL LAMPS/BULBS. 1 I i ----------- �^ NG � I # _.__. __ __ __ .-_ _ _.. ._ ;......_ .... ....... ..._._... ..__ _m .. .__..w __..... ..__ -- 1 12. ALL DECORATIVE LIGHTING FIXTURES WILL BE PROVIDED BY _ .... _......_t..M __ ..-_ -.._ _._ . CEILING HT ...._ ...._.....__—......._._......_._.___._...._.._.____.._ ..___......_-___.._-_.__.__.p._..__...._._ , ...... IJ i -- .__....__--------- OWNER. 15. ALL GE I L I NG WORK SHALL BE GOORD I NATED WITH THE WORK OF ! i ( - _.._ OTHER TRADES. ---- - - ----------- -- - - - -- FAM/L Y ROOM — -------- --- € 4 14. ASIDE FROM WHAT HAS BEEN INDICATED ON THE DRAWINGS am i .... — I I CONTRACTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR ........ ...----------....._...........___...................--------------- ...... ,._....__...._._. , I ( CARBON MONOXIDE DETECTORS ACCORDING TO CODE. _........----------------__............_._.._._._._—_._..—_-. 1 ------------- -- — _.. _.... .._......._..._... _..._—._ _- —--- __ _— __..__.... ----- ---------------------------------------- --- -_ - - j i/ - -------------- -._...__...._...._._._.._ _.-.—__.._...._..__...._...._—....._.—..._......__............__.-_---------------_._ t _ 4 --____ ... -- _ _ I _-- ___' ---- ` `�-\ r 1 - 1 - --__..........__...._-----......._._......_.._.._...._..._... ..-._..._........ _._....... -..._. _ I __... _... ~ _ - - - I (( 0-"- [ i ,I t 3 ` / ' ........................................ ... ........... ....... ............. ..................................... ...... .................................E t s t/R_5 T_ )wL_OCR RIC)= SCALE _ 1/4" = /'-O" Lri /L 2„ SEAL: , REVISIONS/SUBMISSIONS: DRAWING TITLE: ��rGFitD +,cj\,, DATE: DESCRIPTIOPk /;j�,�pC�D • IV(q�'�Y� 0828/24 J/fUrPFOR61D 1 VOt/24 viuru FOR riwic. FIRL T FLOOR RrTLECTED CEILING PLAN SCALE. 3" _ l'-O" N0 {���'' CAD FILE NAME: 2555 A-105 ITLE: DATE: NSA PROJECT I�EMSCHICK SIL_vERMAN ARCHITECTS P.C. PROJECT T #: /TOLTZ ...the business of ARCHITECTURE." R /'IDfJ11Ct _..__... ..._......... ........ .......... ..........__ ....__...... .... .. ........ . SCALE. DRAWING NO.. - ._.. PECONIC, NY 11958 66 EAST MAIN STREET -- _ - A/'NOTED PATCHOGUE, NEW YORN: 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 1 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCHICK SILVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 riM LI67HTIN6 LF-6END SMOKE ALARM: INTERCONNECTED SMOKE 5O ALARM HARDWIRED TO UNINTERRUPTED PRIMARY POWER W/ UL21'7 LISTING SMOKE 8 CARBON MONOXIDE _ _............. ._......_ 5/GO DETECTOR-INTERCONNECTED SMOKE $ CARBON _.... ............_........._ .._....... _. MONOXIDE ALARM HARDWIRED TO UNINTERRUPTED ........... ..................._.m...._._..........__........_._............._..........-....... .�........ ..__...... .....................................................__......._...__...._. y UT/L/T PRIM R PO R W G/ UL21.7 4 UL2054 LISTIN ------ Z z -- �W $ WALL SWITCH ----------------- .......... .................................................................................................. SQUARE LED L -��, �..�.,HAL " � 4�, SITTING `, _ 1 J �UNKROONI 0- OUTDOOR WALL MOUNTED LIGHT FIXTURE 1 -- _ - - HANDELIER/HAN IN Li H FIXTURE �tR��t } f 3 � -- G G G G T X RE 1 D I r �o 1 "---- CEILING MOUNTED HANGING LIGHT FIXTURE CEILING HT. Or.-- WALL MOUNTED LIGHT FIXTURE r f , ---- / Ida VAULTED MV CEILING HT. 9 5 u i ................. ..._...-......_._.-......_.........._.._............ ..._..._......................._.....................................I CEILING __..._ .._... ___.......... _......_..._._._ ......... _. CEILING MOUNTED EXHAUST FAN .u......_.... /O-O GE/LING H,T:' 5INITGH FOR ATTIC __............ - -- STAIR LIGHT .................r............. _.__.. v . r , WALL MOUNTED LIGHT FIXTURE r: a......................................... GL _ rz - CEILING FAN i ;! �1/AULTED 4 . . ti 5 i 0/)l ----- LED STRIP LIGHT CEILING `� 1 % '� ------ �'� ,� ____--- L. - LINEAR LIGHT FIXTURE ------ Itt f ----...w.........._._..-__..........__ ......_.. ..._....._.._.......__.�_ _ � � �1(/l� BATH 1 r I 1 ff ��TH ! ti L 16HTI N6 NOTES A. I. ALL WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE REOUIREMENT5 OF ALL AUTHORITIES HAYING JURISDICTION 10 3� 3 f MA57rR \ ' AND WITH MANUFACTURERS INSTALLATION INSTRUCTIONS. J W l.G. 2 D V CONTRACTOR SHALL VERIFY ALL CEILING HE G T5 G G PLENUM CONDITIONS FOR CLEARANCE OF LIGHTING AND OTHER J \ \ CEILING OBTRUSIONS TO ASSURE THE FINISHED CEILING'S HEIGHT. D ----------- _ ....................... / ; CEILING HT. ........... j } ANY DISCREPANCY SHALL BE BROUGHT TO THE ARC I TEGT'5 ATTENTION IMMEDIATELY. ALL FIXTURES SHALL BE SET FLUSH l BBDROOM l BEOROOM 2 I BBDROOM 3 WITH CEILINGS. 5. ALL SW I TCHE5 TO BE ON A DIMMER EXCEPT FOR THE CLOSETS M�STFR , - B�tTH I i ICI ` BA `, _ - ------ ----------- - / �, _ 4. ALL INTERIOR LIGHT SWITCHES TO BE INSTALLED 40" A.F.F. TO LEI '----- --- ! f CENTERLINE OF SWITCH AND 6" FROM DOOR EDGE TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. 5. FOR BATHROOMS THE LIGHT 5WITGHES HEIGHT WILL BE SPECIFIED D01 - -- // --"-�_ AFTER THE COMPLETION OF TILE SETTING DESIGN 6. IN THE KITCHEN AREA, PROVIDE LIGHTS UNDER ALL THE UPPER CABINETS 1. WHERE MORE THAN ONE SWITCH OCCURS IN THE SAME LOCATION, THE 5WITGHES SHALL BE INSTALLED IN GANG TYPE BOX, UNDER ONE COVER PLATE 8. HEIGHTS ALL WALL SCONCES SHALL BE INSTALLED ACCORDININ G TO ARCHITECTS SPECS. 5GALE - 1/4"- P-Off q. ALL FIXTURES TO BE SELECTED BY OWNER. 10. ALL WALL 5WITGHE5 LOCATED AT DOORS SHALL BE INSTALLED ON THE STRIKE SIDE OF THE DOOR. II. CONTRACTOR SHALL FURNISH AND INSTALL ALL LAMPS/BULBS. 12. ALL DECORATIVE LIGHTING FIXTURES WILL BE PROVIDED BY ................... ................ OWNER. 15. ALL CEILING WORK SHALL BE COORDINATED WITH THE WORK OF _.._ _....... ............ .. OTHER TRADES. 14. ASIDE FROM WHAT HAS BEEN INDICATED ON THE DRAWINGS \, O5 CONTRACTOR TO PROVIDE ANY ADDITIONAL SMOKE AND/OR .......M............._m.................. ..._.....__ ...... s ........ � '. ......................................... .....................................................................k / ............................ ......... . _.......___M - ...._.�_._.._.. _----y---)y------- 5 --- .�- J ATTIC `--------------------- I J�. a � s 3 I 2 ATTIC �L®®R R6)= SEAL: ,-,�:.�; REVISIONS/SUBMISSIONS: DRAWING TITLE: RE DATE: DESCRIPTION: 5CALE = I/4" = l'-O" .��� �n A.A. oarzarza I!/UCD POR 61D y o ��+J, ,�' C',S, C(1•'�\ 11/01/24 to-ur.D POR num ;, ,JLCOND FLOOR REFLECTED CEILING PLAN 1l � CAD FILE NAME: 2555 A-106 PROJECT TITLE: DATE: NSA PROJECT *: NEMSCHICK SILVERMAN ARCHITECTS P.C. JTOLTZ Rr-117 /`ICC 08/28/24 21 2555 "...the business of ARCHITECTURE." �.�........_... _ ._...... - .-----------.._... _.._ ....._._... __.._..__.._.. -...- ---...._ _ --_ _- - _ ._ SCALE: DRAWING NO.. PLCONIC, /1Y 11958 A,J/10TED 66 EAST MAIN STREET � - DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- 1 PATCHOGUE, NEW YOR.K 11772 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 9 COPYRIGHT W24 NEMSCHICK SILVERMAN ARCMTECTS P.C. 1000 098.00 04.00 019.002 NM W� i ELE(fwTZ I GAL LI=&END =E) DUPLEX RECEPTACLE QUAD RECEPTACLE ® FLOOR DUPLEX RECEPTACLE G.F.C.I. DUPLEX RECEPTACLE DEDICATED OUTLET OUTDOOR WATERPROOF DUPLEX RECEPTACLE n n n n n PROVIDE POWER AT WINDOWS AND DOORS FOR MOTORIZED 5HADE5 (TYPE ELEGTI .I GAL NOTE : }_-_-'-_-- ___-_____{}___-__-_a•__---"__{}---------------____{ O }«-__'"--«_----- --«---"r'--_-•--{ G01/ R17 GFrjo n° 011 1. A51DE FROM WHAT HA5 BEEN INDICATED ON THE Y Np XALK +42° E�] 1/1, +42" SH D +42° 01 } i DRAWINGS CONTRACTOR 15 RESPONSIBLE TO <A PROVIDE ANY OTHER OUTLET5 IN ORDER TO MEET I CODE REQUIREMENTS. GFGI __. }---------------- }-_-_-_-______===='L; O _ +�2" 2. CONTRACTOR IS RESPONSIBLE TO PROVIDE +4 ST I- +4� OVEN j REFRIG. DEDICATED OUTLET5 FOR ALL ELECTRICAL 000 EQUIPMENT AND APPLIANGE5 INDICATED ON x 7, ELECTRICAL DRAWING5. PANTRY MUDROOM t 3. ALL ELECTRICAL OUTLETS SHALL BE INSTALLED HORIZONTALLY a 18"O.G. A.F.F. U.O.N. Wp K/TGH N /F WP I 4. ALL GFI ELECTRICAL OUTLE75 IN BATHROOMS AND I KITCHEN TO BE IN5TALLED HORIZONTALLY® 42" \E. } - -- - ------- -----{ O.G. A.F.F. 1 +42" a "ON + 2 + 2" \ I 1 r------ -------------- ------- I .� 1 i (Ill i <\ +42" I ® I I t � i I 1 1 I OPEN TO ABOVE C COORDINATE LOCATION OF FLOOR D Np OUTLET Hl7H DINING ROOM TABLE { C( I G01/�R�D 1 GREAT ROOM ��- PA T/OFo—l ' e COORDIMA7F LOCATION OF FLOOR — — — a }------- ---_-{ OUTLET`ti'/7N DINING ROOM TABLE. db 1 GFG aU" i � � Oc7r-Gi ' +4 F i0< PROVIDE POWERI I 1 BATH o ° ° o 9A TH AT ININ,90?6 1 AND DOORS FOR e 42 42' MOTORIZED ' e PROVIDE POKER 5HADE5(TYP) 1 AT kilNDOP6 AND DOOR5 FOR + 2111 }---------{� WP MOTORIZED 5HADE5 a (7YP) e I r e FAMILY ROOM _J__ FRONT f l 1 I PORCH I � 1 j +60' 1 I 1 PROVIDE POKIER AT PROVI AT 1 (D+60" W/N9OW5 AND DOOR5 FOR WINDOWS AND DOORS FOR i 1 MOTORIZED 5HADE5 O-M) MOTORIZED 5HADE5(TYPJ Wp ( I + 211 nnnnnnnn n nnnnnn ELI � / nnnnn nn n n------_--_------_-{}--------_--------{}------_____________{ _ _ _ _ _ }___�_____{ �_____________________{ Ec I R5T �L-00R ROAER /;Pi/---A/V SCALE_ 1/4" = /'-O" SEAL: -_ REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTIOR W. A/� �y 08/28/24 YAW POR 61D 11/0124 YJUCP POR PILING Flq/T FLOOR POWER PLA/i / , y No. '£ 1 �� / � CAD FEE NAME: nr 2555 A-107 PROJECT TITLE: DATE: NSA PROJECT #: I�EMSCHICK SIL.VERMAN ARCHITECTS P.C. the business of ARCHITECTURE." j7OLTZ Rr_117"Ct 08/28/24 212555 ....... .._..... _ _......_.. - _---------._ ._..._...__. __ _-. ..._...._.. __. _ 025fMITH RD. SCALE: DRAWING NO.: •--• PECO/1IC, NY 11958 66 EAST MAIN STREET - - - - - -- - AJ NOTED PATCHOGUE, NEW YORK. 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: hone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 098.00 04.00 019.002 /1M EL.EGTRIGAL. L E&ENI7 =e DUPLEX RECEPTACLE QUAD RECEPTACLE ® FLOOR DUPLEX RECEPTACLE =E)% G.F.C.I. DUPLEX RECEPTACLE =4S DEDICATED OUTLET =e� OUTDOOR WATERPROOF DUPLEX RECEPTACLE WE NE NO WE Imm PROVIDE POWER AT WINDOWS AND DOORS FOR MOTORIZED SHADES (TYP) EL EC.J I GAL. NOTE 1. A51DE FROM WHAT HA5 BEEN INDICATED ON THE DRAWING5 CONTRACTOR 15 RE5PONSIBLE TO PROVIDE ANY OTHER OUTLET5 IN ORDER TO MEET — — — — — — — — — — — — — — — — — — — I CODE REQUIREMENT5. 2. CONTRACTOR 15 RE5PON5113LE TO PROVIDE DEDICATED OUTLET5 FOR ALL ELECTRICAL EQUIPMENT AND APPLIANCE5 INDICATED ON ELECTRICAL DRAWINGS. 3. ALL ELECTRICAL OUTLET5 SHALL BE INSTALLED HORIZONTALLY® 0"O.G. A.F.F. U.O.N. 4. ALL GFI ELECTRICAL OUTLET5 IN BATHROOM5 AND ------- - -- ---- KITCHEN TO BE IN5TALLED HORIZONTALLY® 42" _ � ❑ O.G. A.F.F. ❑ + ��� ■� � s � � s � � ■ BOILER O `� ❑ GFG 5/7T/NG w/.G. I UT/L. HALL 0 771 1 AREA BA TH Ham' 0 0 PROVIDE'POKER AT 1 D W/NDOA5 AND DOOR5 FOR 1 42 MOTORIZED 5HAOE5(7YP) 1 1 1 - PROVIDE POKIER AT OPEN TO BELOW } FRI WINDOhS AND DOORS FOR 3UNKROOM 1 / MOTORIZED 5HADE5(TYP) PROVIDE OU72ET5 BUILT-IN 1 AT EACH BUNK. l® HIGH 1 ❑ _ _ ____-- __-- _ — — — — — — — BUNK, l® LOW BUNK. 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JTOLTZ R�.fIDC/'ICE 08/28/24 21_2555 ------------------- ._.............._......... .........._._.. "AL7�7SCALE DRAWING NO.. ._. PECONIC, NY 11958 66 EAST MAIN STREET A,/'NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ._. Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com c COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 098.00 04.00 019.002 /1M A108 6"HIDE PLANK HHITE OAK FLOOR® GREAT ROOM, KITCHEN, FOYER, FAMILY ROOM d 5TUD7' PORCELAIN FLOOR TILE A5 5ELEG7E9 BY OWNER® ALL BATHROOM5 I I I A-30I NA-2037 SLATE FLOOR TILE A5 SELECTED BY OWNER PANTRY$ MUDROOM REFER TO A-400 TO A-406 FOR MORE FINI5H INFORMATION. OUTDOOR •SHOWERS BENCH PROVIDED $ IN5TALLE9 BY OTHER5 UP -------------------{}--------------------a-------------{ 7------._ ---- ------ -----{ ❑ i UP G01EIED NALK I I -- ------ _... .. .__... ....... BOIL T-IN MILLWORK( 000 1 _.m..3 _ ._._.. __ 15TO1dE.. . . 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FIR/T FLOOR FINS PLAN �* 1` ; 6 082824 wuru FOR 6ID 11/0124 J//UCD rOR NLIAG 0. �� CAD FILE NAME: 2555 A-109 NEMSCHICK SILVERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #: the business of ARCHITECTURE." JTOLTZ Rr/'Il7"cC 08/28/24 21_2-555 _..... __.. __ -- ..... _......_..._.. ..... ...... ---. ......._................. SCALE: DRAWING NO S D .. 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A5..5ELEG7EV._..c........_.__. �......... .......... .. ...._..PRO.VIDED �..-€._......��...._...._.. _".` IP`".._. OVIDEI7 d ,/.�, 6 W/D5 PLANK I. f OVIDE:LIPLE5� WALL TILE PROVIDED d INSTALLED B OWNER„ _.. FIARfiLESADDL ; _ - .�....__._.._._. .�._.........._._........._ BY OWNER- ._ _... ............_............. .... �.__... __....................... T�_....... _ _.. — 7N5T INSTALLED Br ..__ -- -- -- - _. .... _ mm.� __... -_.. WHITE.OAK_........_.........._.__..._... .,HONER..BASE__.._..__... YoTHRS.. ............_...__.....___; —i..__.__ __. ❑ '' _ TaTHERS.(7rP _ ZRAMIC _ .._.._ __ - ❑_ ___ ❑T ❑ . —..._ �..- .._. __._........C..._.....- ,. _. XE ..__._..._.-._.___.......__._.......__. _ �' FtOOR�I — _...A5 ..PROuIDE.LlPLS `,, _..;..... ._ ;.:. "WIDE PLANK.. IBr OWNER g 5HOWER BASE— L_....-_.. _.........._. _ -I .. 1_ .... ._.._. . _ - .........;._ ........._..............._........... __ .WH/7 .P�4K.:....E. mmLZF:U.4K... ..__.. M/�ST ER L MARBLE 5ADDL ___..... _.. ._ ._... TH _.._._.._ ......_......... - : ❑mM m _ — .....BA _. _.__.._._.... _._ CEkAMIG wAtt rLF = _ — € ' LOO�e r1LE � 171�OC�'NL,1:- _ _A5 5EtECTED.. _ . — — 0 0 o Tm i_. _. .._-..... _ �.._.� _..... ...._-_ _._....__. _.. .. - ...._ _.� - r Bl�OWNER' E _. O o o o o _...._ i....... _..... ❑ _. .. _ .. ❑ _........_ ......._. ....__. __......_ _. .. I—._...... L......... _........_._ ........ _.......... ❑ L ._._. .__. _ _ PROVIDE LIPLE55 5 0kiER BA5E - I A301 A-?A2 A301 SCALE_ 114" _ l'--O" SEAL: � - - REVISIONS/SUBMISSIONS: DRAWING TITLE: sIR C3 � � DATE DESCRIPTOR W' 082824 1/mm rOR iw to nio,2a I//UrD rOR PILI/VG PROPQ/'ED f ECOND FLOOR FINS PLAN � 0.c ofi� CAD FILE NAME: N Vj 2555 A-110 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SILVERMAN ARCHITECTS P.C. J70LTZ RVI77 /`ICr 08/28/24 21 2555 ...the business of ARCHITECTURE." _. A*W ......_. ....................... -- — +..._...._ _ _ .._.. _ _.... ........._... _..__...._._..- ----—._ — .-- .... ._................... . ..._.. _... _. ..... 2025/MITI RP. - SCALE: DRAWING NO.: PECO/11C, NY 11958 66 EAST MAIN STREET —--- - ----- -- ---- — — A/'NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYRIGHT 2024 NEMSCMCK SILVERMAN ARCMTECTS P.C. 1000 098.00 04.00 019.002 11m A- 1 0 I. 5TOAE CHIMNEY GAP TOP OF RIDGE THIN BRICK VENEER A5 ELEV.41!-71/2' 5ELE6 7ED BY OWNER (7yp) T-- CEDAR ROOF 5HIW7LE5 A5 5ELEC 7E9 BY OWNER TOP OF RIDGE T. J i (7yp) ELEV.42-11/2 J L-� J L Lt .1-1 LJ IJ t! -J-I _j y-41 AL 1� J!--I- 2-J'! i-J L 1, 1 U 1, 2- 'I U L! li 'j J, L J, 7 AIN I L i! LI -: I J- 12It 14:i J-L- t j j I AZEK TRIM BOARD I! i t 11 i! iu ''I COLOR A5 SELECTED BY T it.Ll J I I j-1[-1 -5 AND RIDIS MEAN WI69ff BETYfl:N EAVES 7E J-1- OMER(rYP) ELEV.36-4" 'aE --� J-1, 4� 4- — I`AZEK FASCIA BOARD t j �j V L L;-d' RAKE DOAR12, COLOR A5 Lj I J I J�'4' iJLJL 5ELECTE9 Br OMER(TYP) T J! L J !I i i--1-1 j i Y L! iJ T' t i J I lj� 2"AZEK TRIM, COLOR A5 J !I 'T jj 11 j 5ELE67ED B)r'Ok#ER(TYP) Top OF PLATE5 -i: ; ELEV.30'-O 112" Y 7, F, L it Til NEW CEDAR 5HINC7LE l 7A --- --- 51DINC 5 SELECTED L _j NBC I LOW 5L OPE BA 7TENL OK B r ok#LFR(r'rp) H5 5TAM91NC7 SEAM METAL T R ROOF, COLOR A5 5ELEC7E9 B)"OPWER(TrP) O T, Q) 711 y v-T- L 1N7EX(A2FK) 6"HALF RQVW COPPER A TTACHED FER60LA L 11 1 il 1, -JIL, GUTTER $ LEADER 121 t L L"!'L! PR611W KIT SEE H 5r5 7 EM(r)F) 21 h _U"L'! —1-112 12 21A303 FOR MORE 11 Nor- INFORMATION TOP OF SUB-FLOOR ELEV.20'-0 I/2N TOP OF PLATES CEDAR SHINGLE L! ELEV. Iq'-0' i� i � 51,91NC7 A5 5ELECTEP t L-f B)e OHER(rYP) f) ! i � jj j - y' i'f IL J -7P-T�1 ji 14'XI4'COLUMN WRAP. T '; i LJ L U- 5ff DETAIL 21A A 0 36"HT -/01(n?) U! -U—i J FEENLY CABLE RAILING 5r57EM H/ J.— PER Q "L2 P05T5 A5 P �-T j U I L,1.Lh_i jj Nr5 CODE. CABLE i RAIL X 5 0 31,O.C. (T'rp). J i, ;36 HT j J.- FEEIEY CABLE if RAXIN6 5r570-f W "D P05T5 A5 PER ------ Nr5 COPE CABLE RAILS --------- @ '3 0.C. M(p). I "j9 FRAMED PECK d TREA05(rYP) T(91? Of 5UB-FLOOR ELEV. BOTTOM OF FLOOR J015T . IN X 4'AZEK I N X 4"R AEZOEUI< TR I BOARDS. OPENINGS .... .. — BOARDS OPENINGS 5 SIZE I ...... ------ ...... TOCOMz-rWAEFLOOD F TO COMarWAE FLOOD ZONE REQUIREMENTS. A ..... RENEW - 0 . ZONE I ELEV.61-ow AVERAGE GRADE ELEV.3'-10 1/2' crm DATUM % ELEV.0-05 ��® ®SCALE 114' 1�-O' NOR THA55 T EL EVA TICK SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: ED DATE. DESCRIPTION: AZI Cyr 05/25/22 If/UrD FOR UCAIAL 06/06/22 Y/UED rOR Z[5A tiORT PROPQ/ 12/09/22 Rr--VJUrD rOR Z5A _ T-I) HWr-/T r-LLVATIO/I 02/28/24 J/JUrD PER ZEA COMMLAV 03/14/24 YfUrD FOR DEC/TRUTLIV 08/28/24 YIIJW rOR W 11/01/24 IfilEg rOR MA U 03/04M REVVW PM T.Of COM CAD FILE NAME: 2,555A-200 PROJECT TITLE: DATE: NSA PROJECT NEMSCHICK SILVERMANARCHITECTS P.C. JTOLTZ RP-AU ICE08/28/24 212555 the business of ARCHITECTURE." 202-5-fMITH RI). SCALE: DRAWING NO.: Prlco/11C, IV 11958 Af liOTLU 66 EAST MAIN STREET DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A- r PATCHOGUE, NEWYORK 11772 o COPYRIGHT 2024 NEMSCHICK SLVERMAN ARCKTCTS P.C. 1000 098.00 04.00 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 5TONE CHIMNEY CAP TOP OF RIDGE THIN BRICK VFN!5r_R A5 ELEV.4T-1 1/2' 5ELE67ED BY Ok#ER (Typ) HEMMED EDGE ALUMINUM i TT-_ FLA5HINO TO 6"AT ROOF TO CHINNEY TRANSITION (T'(P) TOP OF RIDGE. T, T -11/2" L -A ut ELEV.42' J1 U J �t J ij, 1-i L A-A J,_i, J. x TI A5 SELECTED B)"OkNER CEDAR ROOF SHINGLES Ll J ;.,j 1-1, 1 '7 T 1 ,12 11 12 i (Typ) T I-'J J"i. V­, T, r L j, -7E MEAN HEIGHT BETYEEN EAVES AND pIIX t ' It J ;L Fl" ELEV.36-4" /lift T Ll L,.L� j A,�EK FA 5C 1A BOARD t 't T RAKE BOARD, DOLOR AS It T� A ONER(TYP) 5ELECTE9 B) j t L!L!LJ jj� Ll J I.I t lj 1) it Lij 1" T 1--1 1 j L J j iL.]y'Li LJ' -1, t GAR 5HIN&LE it _jJ 5)DIN6 A5 5EL5C 7ED J t B)-OfitER OYP) L r TOP OF PLATES All .�J !Lj i ILL,L-1 E A-303 [J-'I. !�_,� 1,"!1; j L Q ! 1_1'; -0 1/2" J ELEV.50' 1-IJ 1: 1� it 1! !! 9 , 1 1 : �, i l t` 51 I 11 d �j 11 � ! 1 , A5 5ELECTE9 BY 2'AZEK 7RIM, COLOR 7, IiI _'i_lJj,_Jj2 OWNER 0F) I 1.` O ;, 36"fff z FE�NE)'GABLE x RAILING 5-r57EM WHOOD H5C1 LOW 5LOPE BA T7ENLOK H5 STANDING POSTS A5 PER W5 C012E. -1 5EAM METAL GABLE RAILS 3"O.G. (rM). (3 BY ofiv`SER(I-rp) t -j" TOP OF 2N,9 FLOOR L; c ROOF, COLOR A5 5ELEC7E9 J 12 COPPER WTTER 1-112 L L_L 6?N ALUMINUM HALF ROW f _jL_ I -FLOOR LEADER 5)57EI-f(rYP) TOP OF 5UB ELEV.20'-0 1/2' -9 TOP OF PLATE5 CEDAR 5HINOLE ELEV. Iq'-0m t i 71,_1 I ............- L; J.-I 1 51,91NC7 AS SELECTED :jl --.i I_-- - ­ L_�_ J:_ BY OWNER(T(P) 14 NX14 m COLUM AF,4P. SEE DETAIL 2A 40/(TYP) ` O O O Lt 36 HT FEENEY GABLE—\ I- RAILING 5)-57E1'f W WOOD P05 T5 A5 PER W5 GODS GABLE t —36 HT FEENEY CABLE \j I - ­­ - I . 1, RAIL5 3" O.C. (Typj. t] RAILING 5r5 TEN H/HOOL) P05T5 A5 PER Nr5 CODE GABLE RAIL5 a 5"O.C. (rrP). HOOD FRAMED DECK TOP OF 5U13-FLOOR e TREA05(TYP) ELEV.q,-o" X 4 AZEK TRIM BOTTOM OF FLOOR J015T BOAR05. OFENIN575 52E ELEV.a,-om 1mX4"AZEK7R#-f— TO CONP11'W AE FLOOD ------------- BOARP5 OPENINGS ZONE REQUIREMENT5. BFE 52E TO COM'T r fiV AE ELEV.6-0" FLDOD ZONE AVERAGE GRADE ELEV.5-10 1/21 DATUM ELEV.0'-08 T y 56ALE 114' /'-0" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION: 03/23/22 lfjljcD FOR UMAL 06/06/22 lfjljrD FOR ze)A 12/09/22 Rr-If JUrD MR Z5A PR0P0/r_P_f0UTHr_A/T f LEVAT10/1 02/28/24 VIIJID PER ZbA COMMCffV 03114124 jf/UWr0[Z DEG/7MVMV 08/28/24 VAJED FOR UP 0 10 nil 11/01/24 IfJlfD FOR r1HAG 03/04/25 Rr-VYW PER T.Of COMM-Tv AD FILE NAME: 5 5 A-201 NEMSCHICK SILVERMANARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT the business of ARCHITECTURE." JTOLTZ RUDCACE 08/28/24 212555 202-5-fMITH RI?. PECO/11C, tV 11958 SCALE: DRAWING NO.: IF��/,I-- 66 EAST MAIN STREET AV 110TEP PATCHOGUE, NEW YORK '11772 DISTRICT: SECTION: BLOCK: LOT. DRAWN BY- Hhone : 631 563 2130 Fax : 631563 2139 www.nsarChitects.com A-20 0 COPYRIGHT 2024 NEMSCHCI(SLVEFUAN ARC"TECTS P.C. 1000 098.00 04.00 019.002 I I A�02 A-301 TOP OF RIDGE ELEV.47'-71/2" ' ! ' ' 1 O -T--z-,- ..::3-. �-.J,_,._:_T:a STONE CHIMNEY _ A I GAP _._ , J 7- _1_17_5-_r-1 TOP OF RIDGE Lr_. i" t . 1 ■ , ,' ! „ 1 i _I J _ i_ .,.�..:�:.,.,_ .T_:_-,---'r-T--t-'- , :f i -.1 , ! ! , , '. i I I , i_ t ! I :: •i I I i 1. , a I _ f i. { I ,I !I , { ', 1 , , 1, , i :i ,; I, ! � - i i! i 'S i I , Ii (i t, 1 J {I i, I- ! 1'! i ,^ 1 i;_ ,� + 11 I i {' f i' I , 'I , _.-_a.Ji- ._._L.1,._ „J,,_-_ .__..x , +...1 ._,---I _,. :__,_,..�..1_ ;1_ _ i__ 'J_ -��1. _,_,.i_ __:.-L�_.:r 41 >._.l .-! �L .L,: _ - 7NlN BRICK VENEER A5 , - } r -, - - -r'--- - i1 '' ' ' t' I: ' is ,; ,; I, _ I J__ �. + I -{�' _•I I✓ I I , ' I , I! (' ' , , i' t1, t I , i I i' i ,. - li 1! i, 41. 1 I 1 j; �, , I I ! i ;i I I'i I. �, CEDAR ROOF SHINGLES -.-. _. a-_,1. i ,_, I_.-C.I__..-, I--L:--_ .-. _�. -. .1 .. .� e.l, 1, _ .I - !- L: _i.: ..�.., t 1. !t 1 l.. I 5ELEGTED BY OWNER I ,; -I 1- - r r i { I: i. ! ' _ i `1 I 1 I ,! xi , ,f !. y) !• +`I `I 1' I t t _'> I , i` _ T f ! . ! _ - 1.1 l� _J. i 1. L i i• i /455ELEGTEDBYOWNER (TYPJ ;; I I L ! ! `i ! 4, i i ! I{ i ! I, 4i ! 'i •i, I I i { ( i� f t i. I 1llc -"i I I' i, I- I' _ it { E. 1, --T--r- 1 , s"- - _,,I- rt'- r - , -_,I �: _ 1 1, (TYPJ ��) I! fi ! 7 - I+ I: i I I i i ,i i i l4 If{' { i h i ! i i; .� I , �! I i i' ji I; i I ' u a - I, :� ' t- �,! :. .i. ,.,'. _f. "-i .. .ice ..I ..�.'- l �, i.• I , `i" iI- •, i i i. i ' _ .- _. '>I; I 'i it i i }, I,T li t.i~ .ii I? ti ! f I' - - i li ik i } f ! I i i , I i'' !, ). '. .o I' i ,, - _ _ i ,, I 1 i i, I t i Y M , I i I' , f; ( I �__t. �y ?' !I i�il ! ,i ! ', i + 'I. ` i. I, , Ii .( I Ii I I I T= - I I i, i , Ti i I I i i l! i `r''' T _.a-. I i _�_ 11 _.i _,-:_. `- 1. .1. _t _i' _ .L 1 �.� ! l }_ - - -f- - T 9 =9 - i. :- - 1. ! rol •f 1' i tt i' .1 I' 1• : >I t ;i i, �i ! ,ifl '!- I II ) { 11 ! i 1, t i I , ,I I 1• i I f j I ,; I) ,e ' i, I w i , f �i a ,i , ! ., It f I i i I t, �:_. I,- l 1,1 I_I L. _ l AZEK TRIM BOARD -i �I I I, !�r E 1^ { I !� „�� _ ' ;I �_ ' �!�` `i�l`I, I I i I{ 1 f '`i � + , i• i 1 , , i i ll I I / I 1' J i , : 1, I__I. i , ,: , I i t. _ ..T !,-,, - ; COLOR A5 SELECTED BY VES AND RIDGE l AZEK FASCIA BOARD d 1 i 1 '__T _. .__._: _�_' _. }. 1 1 L -! MEAN HEIGHT BETWEEN EA = i.: ,I i , c ' I 1, 'i... ! II I ( ! i I ! i, , 'i i i i' I! !i r i l; ! :_ 3_ . (TYPJ EI_El/.36-4 RAKE BOARD COLOR A5 I i I I 1 ``i S i I I s I (' '�, I I i i I li AP i F I 1 l: ! i i : i ;a_._I, i I , 1 I 1 i l ;' it 5 7ED BY OIbJER i I' I _ i I t 1 ! I; LL-L-V (I !"J , {i i I i , i i I !I f. f f �, , ,. i.1 r; .I' ,iI y.`: „i 7 f I. L ! i I ! i __,.' ; I . _ _ _ .. __ -..._ - �1 _f.�; ' I I 4 I 7 '1 i I { `1 ,I t (, , 1 I' , ter, , .i '' -� !: I i \ �" i i f 1 i i i I I 1 it ! { Yf i. I i I i i i - i _,- �._ - i1. ! t_ i yy 1: ) i �i~ 1 ,� I !! T vl fF i t f ! ,� i l !I, -i i , i ( 1 I 1 I I i 1 I �. I ;' I I `f i ^I, -, 11 i _ , , (I .i {f Y ,`' I I li i i 1 1 i l i - I I _. _ . :_; eta,, � i' I I ; •��' I � : j i 1' i� 1 1; -' l i i i i! i i i i I 1 6 HALF ROUND COPPER i , i�J�l � ,' , I i 1 i !J , i� i 1, �- _I I, I �_ , I i ;r, T I } : I . I I -L L._J-, _- -.-1 i 1 ! ;i i i r1i T ( 1 ! i - T"'-� 'I i I, I �Y { I ( ,I i 1 I' 1, - i I I C VT7E/C , LEA12E� I: T r I I 1' ` i{ ,1 , . 7' 1._J_ i_, _ _ . _ - i : , _ ' i I ! 1 , : . ,, i 1. 1 -T' !, I. I j i I ti,� ;, ,, Ih f 5Y5rEM�iYPJ I' i _ i I i i , +' 1« i ! L =I r I' 1 1� i I I' i /4'' i ��4 i i I I s I .{ .i,. R- !` , `' i i ;' ,: I I' I _ _ , _t _ I tli ( ,! I., I ,, ,! ,_ I" •I _ I -I i _ i i; �' �, ' _ - __- T �- , 1 ' }1 ` „ „ _-r ; L. _1 l I ;TA -r TA i i 1 1. Ii I ;, II i- �� 4 ',i .�' i I _`-1 "! i 7 !-!t '1 I I I i( ,Y _"f { t ! I t -, 1 T I t 11 'I A Z '1 I !° i ,I Ii 11 I I i _. ,_. , I"i , { �, , , ;, "Y 'i' T ,', ,� i ,, , . : , .: I ,I ,� .I ` :. : , : : : i ,{ 1 ,' -i') i' i I f I i AI^t .S i ', i I i i I` !` ; . - :. '-_' --',. __ -_-1_, 1_i., ,- i- .I _..,.t., r - L_:- t s1 J.'. L t. I ,-ILA j, i '! _ i., ! T•! TOP OF PLATE5 r1 _ -. ,.�. , _ _, _ .. �'_ J- _.i. ��_ !_. .; t, r', , ,1 I T 1 i. Y ,, -�-'.r_--__•_�-. _L' J a "I' - _I -I - : '`'- - '1 ,1 ti. -_..,, - - - - 1- T ..l. i I a ', 1 , i f _I'-•-'_ 1_._._._. .,.._.1. I I f i ,+ I: r1` I I , `ly- ,i , i, , ! i' 1 i ', , i t '1 1 ■ 1 I, 1 + �; I ' I I, `r-` -r 'r ' i' i I t I r t i t „ ! i, I i t I I I I (I , I I I ( 1 41 I', I ,, tl 1 I' t r ! „ , I i _ i a t, _ 1 L' i _._ ;. . - _-- �- " -- - ,. . _� _ _ _ .- . :-._ 'i-. - t_ i.. 1. 1 ; - _,.... , _ 1 - - - ' 1 I 1 i 1 , r I ,, :, i 1,, 1 1 ;, I i i I ii i �r-� '+ i i- -t' 1 'Ii M 1. 1 ..___ -_..._. 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I , 11 - - - __ - - - T 5 NY DL - -:- -5 '_� .. ,: -. , _ ,•_._' +: T, l' I a T T T`-._•_r_ -»--�-� _ 'i, - - - - - A -' - '1 I i ,t PG5 5 A PER 5 GO I �l / \ _ , _�E �, t !..,' I, ,i ', 1 F I __ _- __.-Y 1 i l l i i i i' ! I I l _ I �, I' ! !. -r'-__.._.r.0 __ r-` �. I t I , i _ I _i , _ I , I �I I ! i I , ; 1 - _ ff r , , I. GABLE RAILS® 3 O.G. r , .- z I '� e, 1: , 1 I. a1 :, 1 : ,, r L_ , , ._,.- _y 1' .;' ! ! + I t iL1. i ..., ,T.I i:, 1 __.,1_ 11 f ' ' I I : I ! , ,. _ _._, - - IS !1 1! '! , , f k ,I Vt i:,j (. i s.: - a - - rl,-` '' , t-+ � J_:._ �._w �1 _. .' -, 1 w _l_ !> _ v _ _. GmAR 5HIW- : 11 I , ,: I, !. r + I i ,, 1 ! , , �;; .'-__-_- _`___'..;-'___. ! fi f 11 1 , t1 I, _ __ - ,C is ; y; j ti ii {i� :, I I " , , ,I f : , { " , A i , , 1 1 I. --I J_ ' ! : f { 1 , i. { , I , 1. i .. - _.. _{_ i i , I I 1 , ( ' (1 I I! I 1 i i• .;. i ' _.,. 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I _ i� i Vi ( ~-1{ T`1 It 1 'i �jj..��{,, I. , l' , j i j , IA + i! it , I I I { -.i1 + I _ L_. !: : -a' i_•l:' �i_� i.1, '.I , 11 , _ i _ ;, (_ I {iI 1 1 _ I I I I \ \ il, l I _i ,' ! 1 I I I ', i' t i ' 1, I ! I. i- �{ I{ li (' i' i, I i 1 i ! �'�� 1 I I i i I' 1: t rr l i _ 1 I i i i l i �I_:I I, i - 1 Tl- _I nt 1..!- t_.,_. ? I. -- _I' !_ Li, t, } I 1 i HT FEENEY GABLE - -,':"T,-- '�-I' - r� 'S--' -- 1 -y.. t. 1 -i...,,. 'J.;L.. .1 ..,I 'i t F i # I7 __ „ i; �. 1. I, I I I i i AA i I ! !, 11 ,r 1 it it 1 1_ 1, ( I. li is r^ a_ _ i' 1, Gi RAILING 5Y5TEM hL'tOD _.M. ,_ Wr - - I - .f, i� 1 t ti i i� 1 II 1 JI a:- I 1 i vl i i_ i, 1 I 1 I i iy f i I 1 i iV{ I b{ �I !i i I TI 1 i 1 k 1 I' r , 1 i �I' �' �i 1 i,` �' ,' \ / / -{ OSTS AS PER NY5 GODS p i , ! j4 11 i1 1 i i T I I I ! i i i 1j i I! I i a i` { i I 1 1. i_ i i , ,, , , � ., i : 1 ., , - -�,__-' - - :,.__ GABLE RAILS® 3 O.G. (TYP.I t.: 1' , , . i { i, ,',,- I I ! i 'i' ` o I 1; ,' 1 i !i li i I 1 I 1 1, 11 I I ,' t { , 1' 7 1 I# i I 'I J i1 \ 1 ! 31 A 'I L.' \ \ / I : fJ i, , !i + `? v il..i - ..� ._I 1 ,i. I_ - _ld- �_ ._A ,J-_:- i:lr,s._.:; _1' - ._.E ,1. _ \ / / - i t 1 11 +o f ri ! ! i 1 I I, _ i I i! ;I I; it ii i1 11 f i' i_ i' i t; j, I, !I i T^ /T { i ,i !, � — ,I 1. I 1 i 1 I 1 _ __ - - -- I + , I ' : :, 1 1 1, '�'-', ,r ,�-- TOP OF 2ND FLOOR , I 1 ',: i : , I .. � � � � , , is a , i � , .' i I � I, i i. .I..•. ..i I ;I i ! !IL '1 - I 1 I i (, i 1_. .I _ l_ ._ J --- _ - - -- -- _. . __ _ _ _..-- _ ,-- �_ -_.-- t r i I -. _1, _i _- _s 1„ - -' 1. I-. _ ram, .l L_ _ i ^ : r' ; ii ` ; T' ii i ! , 1 1 I, ! t ! 1 1 : I 1 1 } I I ( I' I i' I! 1 i V i t I ( !,I' 1. I !r 11 1 I 1 1: I I' _ t_ I, '. �. i 1 I '; I !l I 1 I', 1 is I I. i i i I I ,: : �: � j ., , 'a 1 _.-1. I I- l- W 1. 17 I.' I` I -- Lt. .. _ -, --- - -.y... .1. ,L- -.;... ._ .-.._.., _ 1-: _ - IL_: -'J.- .�_� ,{ i-1 1.' `rf i:.r.J,..-- fir'-"' _ ..-�.' 1 I _��1-� 1_-_ _ J.- µl 7 I i 1 �', 'i I ',� ,, 'f t I I '1 I I i f � - 1 l I H! , I I i i� ,t � } al _i `1, ! 1 I i `J T'I i' I' I ,! i, 'i s (i_ �; 1' 1 'i ,1 s _i I I i II 1 i I , �i t, � 'I I. �i i I 1, ! i i 1 i 1' i 1 I f' li I, I I's ,1� F .J i I t j u__, i -1 I- - - - - �i. �J. 1 � I_- .i o T' - - - - 6 HALF RGt'/ND COPPER I ` ii i c ,i #, 3, I ! I f� I iI ! i � 21 , I i { i I 1 I' — .1-I .1 .!_ ( �.I. .:�. ?-,. _}_t •.a? s,. .,y �u_ .'I-l/L _ l2 /� ���7 e LEADER y:$,..;.'. III+'J 3_I k---t' : 'J.., _i =i '1 I,_ •L--d�il I iI^fl iJ -11-:i:-'_LL_...� }ri.1-_'I' L _I(• j�y!-,- f' 17I i I m �I-I/L l7Vl/LIC 4 LL/1[/L/C - - -_ II �I I i I ! �! „ SYSTEM M(P) TOP OF SUB-FLOOR T - - - - O-0 �t N — a a l4 Xl4 UMN r I GOL TOP OF PLA I i I ■' , it ! i t 1'3• I i i'l I i 1 1i-' is ,1 i , , : � ! 1 ,. ! � , i r ': . ' ' '. i- .. i ', ''_; ;i; 1,.1 .1'r rj. ,ii f �"+`-il ': � tt { - 1, , I 1• I, I t ,i 7 , , I, 'i I i1 11 Il ,: t , !'i I, "-I is !1 i1 `i, i! i 't�l�: l 11 ,) (! ,, i! i 4 -a 3 f� .cif II 1' I , ,4 J 11 , :_x. ..l:. . _!J.•,. i . �! I .i. 1_ ::_ _L� I _ ij 1 1, i i° 2/A J r .J --, - -'-, t, - .._-1 _i' ( ' ,1....:.'_ _,i.i-r--, . .-r -I - �,�" -4I. _ f _ ! I _.i ' _ _ _`L1..,.�. _+1-i....r• _!1.: i`J I ._.1 :_! -101(GYP f I. i ,I ti i , ,t !I i ;{ II i + t ( 11: I -j` iI f- I ii ' - �' { , ' i ..,_, _. . , f L!ry 1�. ._ S� L:_ .��. _l1 I i �i 'I i' 1 I I li i ' I i' i +' I I, i' i : i ! ' _ 1 f 1: i i i J1 -, < �,�-,,' ,! !; I _ R..7r - ,J. ,L_,�._' _� I,-,i. �.,r .!! . _ i 1 , ; i r i t. J TT: N, I ' I I i _! !_ -;_,)_,1' _ II ! i_a li lri�;i " 1 '' 'I it , i, i ! i 11-It �_-I I !3_ -.L!l__. �l j i / _,, A, !, / _ `,1 i I i l I \ I '( {;._ 1s_' 1�t.'_11._I ; 11j I L '_i 11 1 / \ \ ' Y ;_.;".` , lI. it I I I I ,:` 1 - �i-'i, i „� jl_' '.� 1 t.1i_' 6 X6 AZEK COLUMN 1 ;i . , J P '! 11 i, 1 i.,_ 1'...4 N ! r '' I',. .,- M I! I !1 i 11 :l L �_ L II I s, , il`itl L ( ;j ' I K - i �' j p y 1L._ `ili,-:.,._ :1_h i J, 1 .,. i`i, Wy/RAP. S/E�ED�ETAIL - i.'E -! 11 ,-l- J, i i, i lY _ ( i'._1 _'__t �t� i k;__1 _ ,1-�--1 I�-i11 t1 ,I II _ 1 ! 1 �1 I NA-/O/(��/-� o i{� li ? !I \ / i_i I li (1 L) \ _i , ! (+ , I' \ !-�Nr' II (_1 E / l i I i i i I 1 , Ii I: \ / / f I i .:i—,I f' I 1 i 1 II 11 II'-fi' ii; 'i i,_ l'+ i ff 'i 'I 1 ..1 i.'-,+,.,i (; ( 'i 'i ! i 1' I'y 1 !i ii'1� iI I,1 I " o _a,�. _I. \ / _.J.- .y L.+1` 1.1 G_:L \ 'y \ ) _�Lt.i _ �_,.- / _� J._! -�� 1 ,.i i_ is i i \ / / I , �, t �If :�._,-f_--:1_,.1,.�..' .,1,;,I_-,.__.i I �' - - j __i`L'-- -tl 11 ;:._i_.t,{,-.'" (-:t - I - -lj-' l'> ...�..1[ t. - 11. �,�1 i � HT FEENEY GABLE i i - �� ; - _ _ RAIL ING 5Y57FM W "V 11__,.I_ I I; ', 1 1 l.i is r ; I_i II } i, , I jl I, i�l, ,1 ,,, it 11 it ( I ' II 11 i 1 !I I I i, t i I+ 1,_l i _— -- — - _-- „ t t J _t fit. '1,,_;: -1' r! _J_ f 1. P05T5 AS PER NYS - -____ ; i i _ I ' 1 ! i I: GODS - � 1 I, i ! ! i i 1 'I 1 I ', i .1 1 ii i I i - ., I l i 1 1, i I i a �" ,1 - - ', - c — ...-_. .__._.._.. A.• �� �i' ,�' VI �I �I ABLE RAILS® 3 O.G. i 1 I ;i,- i ! t I- �f t �I I' I! f � Yl. I I __ __. i t 1 I i I f , E --_._ - +' -+ i i, I , i !i i 1 it i _ ,_._, 1. -I 1 i i --- - - - - r - - - 11_: _1 1.i 7i,-:--. ..i.. ., it : ' ,1, -i i 1 i - ;h i~ : i V' - �___,- __ __ ._ - 1� 11 i } i 1i 1 , -n 1.,r: --I _1 II't_ `'I,j,!, .i l; i`.1 .�' ""i!.-i t tl i I I ^I 1, WOOD FRAr4ED DECK TRE,4D5 _ -- — '-- - N.. l� 'I+ -- � TOP OF 5U8-FLOOR _ 1 1 I - �� ELEV.q-0. -- __.: BOTTOM OF FLOOR JOIST _I I"X 4"AZEK TRIM BOARDS. __, __ _��____ __ -_ _ -� ----- / /. _��:-:-- ===-_= ___:___- OPENINGS SIZE TO GOMPLYW/ O ___. AE FLOOD ZONE REQUIREMENT5. , ..__.._._._.-. _._,_. _._,_-- --_---_.---,__ _.__ _,___ __-__ -_.._-_._..--.-_-__-, ___._._ AZEK BOARD / _­______._____.___1.- ;_----V_=::. -_ __ _-.._....__-.._._..-.__._._ BFE _ _____.-__-__-,.____,.-_._ L . -_�__..�___-_---_. ____. ______u_- --._.___ _ _-- -_ - _ -__------_-.-_ _._--_--_.___.�._ -_-_,.___.���_____�_� __-----.-_.___------__-.._ ---__ ,. __ ry ----____ ^_.___ _�__-.,--�_--.,__.__,___._ -__.__..__--_..._-_-_,__.-_-_---_--...-- AVERAGE GRADE '-10 1/2" Ory -i 1 1 DATUM m A-301 A- ELEV.0'-O" ROFO5 � _50UTH5 T ELEVA TION SCALE = 114" = l'--O" SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: -- ED DATE DESCRPTIOht \,, VV /` 03/23/22 UJUED FOR DF. L& �r�z sti � o/09/22z YjUrDRriff FOR R PROPQJ'ED f OUTHWUT ELEVATION `� _ � �� � 12/09/22 RE�.�uED roa zPA I* �. 9 02/28/24 YJt1ED PER Z6d COMME/tU ;t 03/14/24 J�/UED FOR DEC/TRIJ/i I-f .' -' 08/28/24 yjuED FOR 61D _V N0.6S ti� 11/01/24 WUED FOR WAG )' y0I, 03/04/25 RrWW PER T.O.I.COMM E/f[/ CAD FILE NAME: 2355 A-203 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIILVERMAN ARCHITECTS P.C. fTOLTZ R�/IDENCE 11 "...the business of ARCHITECTURE." 08/28/24 21 2355 - - - 2025JMITH RI?. SCALE: DRAWING NO.: .-. PECONIC,NY 11958 66 EAST MAIN STREET - - — — )c_ Af NOTED PATCHOGUE, NEW YORIK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-205 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com 0 COPYRIGHT 2024 NEMSCMCK SLVERMAN ARCMTECTS P.C, 1000 098.00 04.00 019.002 /'IM CEDAR ROOF 5HINGLE5 A5 SELECTED BY OMER(TYPJ I 1 A�2 A-301 RIDGE PROVIDE l /RRIGANE STRAPPING. 5EE 5T)W TURAL DWG5. (TYPJ ROOF RAF7ER5. 5EE TOP OF RIDGE •� STRUCTURAL Dh(55. ELEV.42''-1 I/2" ,i i, ,I ,I ,I V „ ,i ,1 -„i,�, „ 11 ,I II ,i ,i ,i ii ,i ii I, I, I, is li ii ii 1, „ ,I II -i,::�, li „ ,i „ I, i, I, i, ,i 11 11 II II 1, li 11 11 „ - 1111 11 11 11 11 II 11 11 II 11 II 11 II 11 11 11 II 11 „ „ 11 II - 1111 11 11 11 it 11 11 11 II 11 II ii ,i 11 it 11 II 11 11 11 II li 11 li 1111 11 II 11 11 11 11 11 II ,i II 11 11 ,i „ 11 II II 11 11 11 11 iii, „ 11 N ii 11 11 11 i, 11 ii 11 11 11 11 �i i i i i i i f�- iii, `'��. i i i i I i �i �, �, I i i I �i �i it II it ii „ ,. ,. PROVIDE R-36 BAIT 1111 11 11 11 II 11 II 11 11 11 11 11 II II INSULATION AZEK FASCIA BOARD $ j RAKE BOARD, COLOR A5 I SELECTED Br OWNER(TYP) MEAN HEIGHT BETVEEN EAVES AND RIDGE IT ELEV.36'4 l"AIR BALES III J ii ii ii ii ii ii ii ii ii ii i i i CEILING.JOISTS. SEE �I I, 11 ii it �, it I, ATTIC - 5TRZTRAL DWG5. (TYPJ 36"HT. FEENE)'GABLE j TTIG ! ilN -3 v"' , RAILING 5r57EMW/ KNO WOOD POSTS AS PER _ TYPICAL EXTERIOR WALL - NZ Nr5 CODE. GABLE l6 O.G. WITH RAILS 2 X 6 TUD S K r r r 5 a WOOD 5 ® /e r O.C. (TrPJ. MTBR ® 3j v GYB. BOARD ON INTERIOR,2"(R-13) BEDROOM - Y CLOSED CELL 5mA r FOAM Hl7H R-13 TOP OF PLATES 3 UNFAGED BA TT INSULATION WITH " ELEV.30'-0 1/2" - ! ; I 1 j EXTERIOR GRADE PLYWOOD,BUILDING TYPICAL NON-BEARING MAP AND 5FLECTE9 CEDAR 5HINGLE INTERIOR WALL - ! i i i � ' f � ; ' 34'MIN. HIGH HANDRAIL SIDING. 5,EE A-001 TYPICAL AIR SEALING 1 2"X 6"WOOD 5TUD® l6" STAIRWAY TO 3E IN � ' ' i ' i ' ! � ; i , : SYSTEM TO BE IN SOUND BATTS® INTERIOR WALL DETAIL. A�3 - O.G. HITH SINGLE LAYER OF ACCORDANGE 7H NY-5 RC I i I I ACGORDANGE HITH Nr5 RC / \ (TYP) $/8"GYP BOARD ON BOTH 5ECT10N R31I5(TYPJ , ! ` 5ECTION R312(RYP) 5TANDING 5EAM METAL =�.- 51DE5 U.O.N. PROVIDE I I i I j I / TJI FLOOR.r015T5 H/I" ROOFING, COLOR A5 ;; 5OUND BATT5®ALL INT l•G• I ? I l-f/�LL /GL Spa BUNKJ�OOM j CLOSED GEa SPRAY FOAM-f . : R-30 BATT INSULATION. 5ff 5ELECTED BY OWNER(TYP) WALLS �- STRUCTURAL DWGS. (TM) e �' 3, PRA C � VIDE LOSER ' CELL 5 Y FOAM� 2 i R 30 GATT INSULATIO -- ..._ _TOP OF_d1B-FLOOR -_ _ _ --5/M-TYP _ III ! ! ROOF SEE _1 �- - - j NICKEL lx6 AZEK TdG N — I p — I j Y 9 1 T A ELEV.20-0 I/2 ,A � a,n 2' h° 'Fr. ,I ,4 i 1, .,� ,�. i i R 1 .l' i n t ft 4 n .1 �., �` is i AP�,� G SHl P GEl lNG 7URAL � ,�; . 1 i PLA L m (rrPJ , t 7 1: 7 l RYA i ,'t Y ,Y �!, I t , F. `_.ems-. — TOP OF PLATES _ � - _ _ ._ -- - - 5�RGP -SHEET A l05 CEILING JOISTS. SEE COLUMN 5EE STRUCTURAL STRUCTURAL Dl1fG5 (T)7') mo GO1/BRRBD j"PLYWOOD- LOOR GLUED NAILED TO FLOOR.d0I5T5. GREA T ROOM i ? FRONT 14"Xl4"COLUMN WRAP. Ixb AZEK TAG NICKEL I ; I o P.4 TlO 5EE OORi�A5 5ELE6TTFD Br J /K/7CHEN ; a ' GAP 5HIPLAP CEILING I I i PO7'BR 5,EE RCP 5HEET A-I05 OhQJER 1 1 4 i - POf�GH SEE DETAIL 2/A-101 I I ! 1 I 1 I (•N[7) HOOD FRAMED DECK �' - I I z -- - r P T FLOOR.,('FISTS TOP of EU3+LL I"X 4"AZEK TRIM BOARDS 5 (TYPJ STRUCTURAL DWG AA Ems/•q'-,2" BEYOND. OF ENINGS SIZE TO BOTTOM OF FLOOR J015T GOMPLYW/AEFLOOD - — ��Y �X ��X� � X1�' "�C� �X� � Y� � Yam' Y�X�� I . ____ \ P.G. FOUNDATION WALL ON P.G. ELEV.8,o ZONE REQUIREMENTS. OP. FOOTING $ HELICAL PILE-5 BEYOND. BFE STRUCTURAL D/5T 5. (EE-TYP) TJI FLOOR J015T5 H1 l° - 5EE 5TRI t nRAL DRAWINGS. I CLO5ED CELL 5PRAY FOAM d CRAWL 5PA6E OPEN TO ELEV.6-10' REINFORCED GRADE -- R 30 BA TT INSULATION. 5� GRAHL SP/-�GB BEAM. SEE STRUCTURAL - FOUNDATION WALL BEYOND. CRAWL UNDERSIDE OF DECK. ' 5PACE OPEN TO UNDERSIDE OF DECK 5TRZ7VRAL DWG5. ('TYP) AVERAGE GRADE DWG5. (TYP) ELEV.3'-10 1/2, & . l°X 4"AZEK TRIM BOARDS -_�I • BEYOND. OPENINC75 51ZE TO v COMPLY W/AE FLOOD - REQUIREMENTS. m DATUM - - - = PROVIDE FRENCH DRAIN SYSTEM ELEV.0'-0" _ _ - _ - _ - _ - - - CONSISTING G'F 4"D1A PERFORATED - - - _ - - DRAIN PIPE SURROUNDED Hl7H CLOTH COVER t 5ET IN WASHED GRAVEL PROVIDE FRENCH DRAIN 5r5TEM P.G. RAT 5LAB OVER BA5E. PIPE TO DRYHELL5(TrP) CON515TIN6 OF 4"DIA PERFORATED CLA55 /POLYETHYLENE I I DRAIN PIPE SURROUNDED WITH CLOTH VAPOR BARRIER COVER $ 5ET IN AA5HE9 GRAVEL A�02 A-3ol BA5E. PIPE TO DRYWELL5(TYP) 56ALE_ 1/4"= l'--O" SEAL- .� REVISIONS/SUBMISSIONS: DRAWING TITLE: RED A DATE DESCRIPTION: '.'o ��V� �%� 0828/24 yJUED FOR 6A� ilm24 imm FOR nwc 0si0425 REV�D PER T.of.Corer cxv / PROPOf ED f ECTlO/Y N0 G_s tier; ��' CAD FILE NAME: 2355 A-300 PROJECT TITLE: DATE: NSA PROJECT NEMSCHICK SILVERMAN ARCHITECTS P.C. "...the business of ARCHITECTURE." - TOLTZ RUIDF_/NCE 08/28/24 21_2355 2025,/'MITI� RD. SCALE: DRAWING NO: PECONIC,NY 11958 66 EAST MAIN STREET tll< I— — — — AJ /`IOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BYA '50 - Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com COPYfdGHT 2024 PEMSCFACK SLVEWAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 NM CEDAR ROOF SHINGLES A5 SELECTED BY OWNER(TYPJ ,moo RIDGE. PROVIDE HURRICANE 5TRAPPIN5. 5EE 5T QX TURAL DWG5. (TYPJ i i .......... .:I. I"AZEK FA5G1A BOARD RAKE BOARD, COLOR A5 _ ..._.. '! _ SELECTED BY OWVER(TYPJ TOP OF RIDGE ELEV.42-1 1/211 'III' I II I II II II II II II II 11 II II 11 II II 11 II II II III '` 11 II it ii ii ii ii i{ ii II II 1 —ROOF RAFTERS. 5,EE 5TRIlCTVRAL DW65. (TYPJ � I i PROVIDE R 36 BAIT INSULATION MEAN HEIGHT BETvEEN EAVES,AND R106E ELEV.364" A TTIG I I TYPICAL EXTERIOR WALL - `fl 2"X 6"HOOD 5TUD a l6"O.G. WITH$/,g GYB. BOARD ON INTERIOR,2"(R-13) GL05E9 CELL SPRAY FOAMWITH R-13 TOP OF PLATES J ' �- UNFAGED BATT. IN51A770NW/TH�" ELEV.30-0 1/2" EXTERIOR GRADE PLYWOOD,BUILDING TRAP AND SELECTED CEDAR 5HINOLE 5/DIN57. 5EE A-001 TYPICAL AIR 5EALING — DETAIL. BEDROOM 3 TYPICAL NON-BEARING \\ :i GL. HALL BATH INTERIOR WALL - MBGI LOW 5LOPE BATTENLOK 2"X 6"WOO9 5TUD a l6" H5 5TANOIN6 5EAM METAL O.G. W/TN 5/NGLE LAYER OF •: ROOF, COLOR A5 SELECTED \ / GYP. BOARD ON BOTH � BY OWNER(IYP) 5/DE5 U.O.N. PROVIDE \ / _ SOUND BATT5® ALL INT: \ / N _ WALLS----.....---.—..._._—.... _------ - 34 MIN. H16H HANDRAIL TOP OF 5UB-F OOR L .<. : ... ., .. . .. _�.` . R R.• . ---..- .:. .,, .��..v.,._:.:,..,. :..--.,.-�...--,. :-.-� SYSTEM TO BE IN • ELEV.20'-0 1/2" F �.. . r — TOP OF PLATES a. , . :' {,::.Y "1, `�\ r 'w ! .. .,�i' • ACCORDANCE WI TH NY5 RC ELEV. Iq'-0" SECTION R•3I2('rYP) TJl FLOOR J015T5. 5EE STRUCTURAL DWGS. (n'PJ -...._.__....._ ---- 13J -- - I E--1- _' ; "PLYWOOD SUBFLOOR GLUED _.................._...........-:::::.j 5TAIRWAY TO BE IN NAILED TO FLOORJOl5T5. -_ .......T::' I ACCORDANCEW/TH NY5 RC SEE STRUCTURAL DWGS. (TYP) SECTION R3IL5(TYPJ sruDr - � �or�R N Q FLOORING A5 5EL.EGTED BY \ O OWNER j ! 36 HT FEENEY GABLE -- _..... RAILING 5Y5TEMW/WCOD T.................................T_. i P05T5 A5 PER NY5 CODE. TJI FLOOR J0I5T5 W/l" GABLE RAILS ® 3"O.G. (TYP) —.... -- STRUCTURAL DWG5. (TYPJ — / P.T. FLOOR J0I5T5. 5EE -- TOP OF 5U8-FLOOR I : ................................._._.._! STRUCTURAL DWGS. (TYPJ BOTTOM OF FLOOR J015T PROVIDE FRENCH DRAIN 5)1' 7EM P.G. FOUNDATION WALL ON P.G. ELEV.S'-0° CON515TIN5 OF 4"DIA PERFORATED DRAIN PIPE SURROUNDED WITH CLOTH FOOTING P.G. PILES. SEE SFE COVER d 5ET IN WASHED GRAVEL STRUCTURAL DRAWINGS ELEV.6'-O" P.G. RAT SLAB OVER -IN BASE. PIPE TO DRYWELLS(TYPJ CLA55 /POLYETM'LENE G1�1(L sF�tG NVAPOR BARRIER AVERAGE GRADE ELEV.3'-10 1/2" J GON5I5T1NG GF 4"DIA FL �l. r s'. T{ as . dal . Jal . DRAIN PI WITHC CLOTH __._._._....-------.._._._..... _- .._....__ ..............----......._.:............__...___ ___...____.._- .............. . _._.-.—_..__..._...--.: _ — __._..........._.._.._._.. ...............__......__........._ _..:j__ ...._..........._-........._.... _ COVER IN NA GR41/EL =fi DATUM _ BASE. PIPE TO DRYWELL5(IYP) ELEV.0'-0" _ 56ALE= I/4" = I'--O" SEAL: :� REVISIONS/SUBMISSIONS: DRAWING TITLE: F ED <����y� DATE DESC RIPTICR 08/28/24 YALU rOR UP 11/01/24 yjur-P FOR rium PROPQfED /'ECTIO/i i}h B 1 •Gam^ ��� CAD FILE NAME: OF rs/ • 2555 A-502 PROJECT TITLE: DATE: NSA PROJECT : NEMSCHICK SIL_VERMAN 'ARCHITECTS P.C. /TOLTZ fZr_ADC./`ICr. 08/28/24 21_2555 the business of ARCHITECTURE." ....__....... ....-.... ._. - - .... ............_....— _...... SCALE DRAWING NO. : PECONIC, NY 11958 A./'NOTED 66 EAST MAIN STREET PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A­%50 one : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 CEDAR ROOF 5HIN57LE5 A5 5ELE6TE9 BY OWNER(TYP) 3 A�03 i — Now* RIDGE PROVIDE I VRRICANE 57RAPPIN57 PER 5HEET A-002. 5,EE 57RUC7VRAL DWGS. MM) ' t AZEK FASCIA BOARD RAKE BOARD, COLOR A5 ----- 5ELE6TE9 BY OWNER(TYP) TOP I I I�OF RIII?6E I I I I I I I I I I I I LLL Y.42'-1 I/2" ----- I I I i I ;I I I �. I I I I I I -__-- I II II II II II LI II I IIII .�II II II II II II II II II I II II ROOFRAFTERS ✓E Nj STRUCTURAL DWG5. (7YP) I ----- ____-- __ PROVIDER 38 BA TT Z - INSULATION MEAN HEIGHT BETH�EN EAVES AND RIDGE I 1 ----- Llkl Al TYPICAL EXTERIOR WALL `Z ---- 2"X 6"WOOD STUD® I6"O.G. WITH 5/e" GYB. BOARD ON INTERIOR 2"(R-13) CLOSED CELL 5PRAY FOAM WITH R-I3 TOP OF PLATES ' ' MASTER !� UNFACED BATT. INSULATION WITH " ELEV.30'-0 1/2° ----- BBDROOM EXTERIOR GRADE PLYWOOD,BUILDING I __.... ..... _._......__. R I s - .....;.._........... - __.............__.............._....... 5D/NG.5EE 0 TYPIAAAIR 5EAL.IN& DETAIL i r-- i MBGI L ON SLOPE BAT7FNLOK H5 STANDING SEAM METAL ROOF, COLOR TYPICAL NON-BEARING INTERIOR WALL - AS SELECTED BYO (TYP) ----- �. 110�fER " " " _ i TH 2 X 6 WOOD STUD® l6 •. O.G. WITH 5IN57LE LAYER OF IN - - _ GYP. BOARD ON B07N ' ----- PROVIDER 38 BA TT I 5IDE5 U.O.N. PROVIDE ' INSULATION SOUND BATTS ALL INT. F `° WALLS 'i I TYA ROOF RAFIFR5. 5EE _ LIJ.....__.._....................-. . ......._._. _... -- ......._....- ................. `9 'v TOP OF SUB-FLOOR ----- - 57R%,7VRAL DWG5. (TYP,I Z N ELEV.20—O 1/2 :;w .r...A �. .� I m .¢ ar'.:; h: :`. r �� !'�v .z a' Y,. a.',,f.•�r.^ ,.A; '' ':1? TOP of PLATES 1 wl _ w_ :it° Ii i • � :t -�, v. TJI FLOOR J0I5T5. 5EE - __.. .-- - -- — - -- - ::.— --- -- - — - — - — —_—_- -- CEILING J0I5TS. 5EE STRUCTURAL DWGS. (TYP,I _ — - STRUCTURAL D4,65. 0 PI "PL YWOOD 50FLOOR GLUED ................ ...... NAILED TO FLOOR JOISTS. ----- I G R D BEAD BOARD 5OFFIT 5,EE 5TRUC7VRAL DWGS. (1YP,l Q FLOORING A5 SELECTED BY > I GR� T O OWNER P05T5. SEE 5TRUCTURAL. DM5. lfr i I i i TJI FLOOR J0/5T5 W/l" " " CLOSED CELL SPRAY FOAM -s 6 X6 AZEK COLUMN WRAP. SEE R 30 BA TT INSULATION. 5EE DETAIL wA-101(TYP,I :. ; 5TRX REAL DWGS. (TYP,I > I a> TOPOF SUB—FLOOR —........-------------� ...---............ —. .......__._�.— ------ — —_----------- _... __ _... ------------------------.—.. ----- _ ' _._....-- A 0 BOTTOM OF FLOOR JOIST '� ��� . .�� �� -. : � _ . . . ............_............. ELEV.8-0 „ PROVIDE FRENCH DRAIN 5Y57EM ' KEYLINK AMERIGAN SERIES HORIZONTAL CONSISTING OF 4"VIA PERFORATED O .---.................... GABLE RAILING 36"H. TOP RAIL COLOR DRAIN PIPE SURROUNDED WITH CL07H BFE ' -- --- A5 5ELE5TE9 BY OWNER TO MATCH ELEV.6'-0° COVER $ 5ET IN WASHED GRAVEL - PGST COLOR. GABLE RAILS®2 7/8" =ice BASE. PIPE TO DRYhELLS(TYP,I GRIAHL 5FACE OG N AVERAGE GRADE a ELEV.3'-10 1/2" (X PROVIDE FRENCH DRAIN 5Y57EM CONSISTING OF 4"DIA PERFORATED 1 DRAIN PIPE 5URROIAVDED WITH CLOTH DATUM = COVER $ SET IN WASHED GRAVEL ELEV.O'-0" BASE. PIPE TO DRYI EL.L5(/YP) P.G. FOUNDATION WALL ON P.G. FOOTING t HELICAL PILE5. 5EE P.G. RAT 5LAB OVER GLA55 STRUCTURAL DRAWINGS l POLYETHYLENE VAPOR BARRIER SCALE- I/4"- I'-O" SEAL: r�L=�-= REVISIONS/SUBMISSIONS: DRAWING TITLE: leg(� Rom,.N1DATE: DESCRIPTIOR 08/28/24 mir p rOR 61D 011 11/0124 J//ULD rOR rILI/VG PR0P0_/r_1)jr.CTIO/`i I O. G . OF CAD FILE NAME: r 2555 A-501 IVEMSCHICK SILK✓ERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #: the business of ARCHITECTURE." f TO�TZ R�/1D�/`ICC 08/28/24 21_2555 _ -- ..........__..._--- --___..._...__ - — - - -- - - -- --- — _... . ....... ...... ...._..--.._.._ - --.... _ PECONIC, ff 11958 SCALE: DRAWING NO.: 66 EAST MAIN STREET �— - ----------- - A/ NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: — Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com c COPYRIGHT 2024 NEMSCHCK SILVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 7f . j 36'HT. FEENEY GABLE RAILING 5Y5 TEN'W/HOOD P05T5 A5 PER NY5 CODE. GABLE RAIL5® 3"O.G. (TYP). DECKING A5 5ELE67ED OVER -' l"X6"IPEWDOD 6'-0"MAX. O.G. DRY.AOlST DRAINAGE SYSTEM -- I TOP RAIL (IYP,J " € 1 STONE CHIMNEY GAa l"X4'h('�OD 3-O MAX O.G. BLOGKIN -- ---- --- -----.-.-... -- . ..__-_--_-- ..�.-._..... ._ _.._ ..............._.-. � i THIN BRICK VENEER A5 FLASH DRY JOISTS DRAINAGE i 09":0 SYSTEM PER MAMfAGTURERS _. _ ...- _-. ---- SELECTED BY OWNER(1YP,1 ----------- - CABLE RAIL IN57 RECOMMENDATlON5. r6r 5Y57FNI A5 PER NY55TEP FLA5HI G FOR IMNEl' G IL56 HALF ROUNDCOPPER __-.-_. --__---------.-----_._-.-- -_._____...__-!_.__-__..__..._____._. ._;.-; . ROOF 0 3 O. AURAGU77ER. hb0 _PER.FT FLUE. i ITCH TYPICAL EXTERIOR CHIMNEY ! p r 314"X3/4"FEENEY . HALL - AZEK TRIM FASc;IA BOARD. ---- 2°X 6"W009 STUD 016'O.G. ----------- - --- ALUM. PICKET WITH 2"(R-I3)CL05ED CELL I (TYP) „ „ FULLY FLA51/ED INTERNAL GUTTER. SPRAY FOA TT ITH R-l3 I I UNPAGED BATT. lN5'ILATION " 4"X4"IPEWOOD - L-TRIMBYWAl DECKS Hl7Tl�'EXTERIOR GRADE POSr(TYPJ PLYWOOD,BUILDING{SAP AND 5ELECTF9 CEDAR SHINGLE - 5/DING. 5E�A-00/TYPICAL ----------- Ix6 AZEK T$G NICKEL AlR 5E�4LlNG 17ETAlL. GAP 5HIPLAP CEILING TY00P. _5�RGP SHEET A-105. PROVIDER38 GATT \ CA RA/L /� 6 /INSULATION. i� l Y TJI JOIST. 5E E 5TRUGTVRAL ----------- 56ALE _ l"= l'-0" DWG5(TYP,I. I TJI FLOOR J015T. 5EE SCALE = l/2"_ l'-O" 5TRUGTURAL DWG5(TYP). ----------- LiL - 14"EGO-5T�1 METAL LEDGER BOARD: 5Ef CHIMNEY. IN5TALL A5 PER 57PX7URAL DWG5(TYP,I P' MAM/FAG7IJRERS 5�EG5. � ! r��` _ � •�` ! I'�•_ �'~ �. ,a� , Y f INTFX(AZEKI 2"X•4" fil _,, PURL IN(TYP). ------------ 5/Mf"SON APAZI(TYP). 5/8'CEMENT BOARD 4 PURLIN TO RAFTER COMJECTION- hl/STONE VENEER AS BOTH 5/DE5( '� SELECTED BY OHWEK INTFX(AZEK)M.W- /UM PERGOLA :.s KIT PT7 2-1/2"X;-3K6"ROOF _ 57UV-2/-95 WOOD BURNING FIREPLACE W/RAISED FLOOR RAFTER(TYP,I -`-� HEARTH. VENTED MP A5 REOV BY MAM)FAG7URER5 SPECS. all INTEX(AAK)PREW- 1W PERGOLA I KIT PT7 5"XII-15176"CARRY �- BEAM. NON-COMBUSTIBLE FLOOR HEARTH. IN57ALL PER I I i MAM/FAGTURER5 5PEG5. P05T. 5E E 57RUc nFAL DA65 ' (TYPE - FIRE-LITE 57AN9 W/150fiVOL i f f BLANKET BELOH INSTALL FS? 14"X14"COLUMN AR.4P. MAM FAG7URER5 5PEG5. 5LE DETAIL 2/A-/01(7YPI TJl FLOOR JOISTS W/l"GL05ED CELL I 5PRAY FOAM$ R 30 BATT INSULATION 1 5,EE 577W 7URAL DNG5. (TYP) O 36"HT. FEENEY GABLE RAILING I ' TJl FLOOR MST SE£ 5Y5TEM W/HOO.D P05T5 A5 PER STRZ nPAL DWGS(1YP) l NY5 CODE. CABIF RA/L5® 3" � � I ; O.G. OYPI. I CONCRETE FOUNDATION s ° FOOTING. 5E E 5TRZ7LRAL DWG5 (TYP) . PROVIDE FRENCH DRAIN I ' SYSTEM CONSISTING OF 4"DlA . PERFORATED DRAIN PIPE 51/RROUNDE9 Hl7H CLOTH . i I COVER $ 5ET IN HA5HED i GRAVEL BA5E. PIPE TO P.T. FLOOR J015T. 5E DRY71ELL5(TYP) 57R1,167VRAL DM65(TYP,J. I 4 WOOD P05T. -56-=57RUCTURAL DW65(TYP). l"X 4"AZEK TRIM BOARD5.— ° s COLOR A5 5ELE'GTED BY OI�OVER - OPENlNG5 51ZE TO GOMPLYW/ AE FLOOD ZONE REQUIREMENT5. 0 FOUNDATION HALL BEYOND. CRAWL Ir 5PAGE OPEN TO UNDER5IDE OF DECK. < d 4 < d < 4 14° < el 4 1 c I 4° ei 4 1 ° CHIMAIE)0001 N L�E_ A IL _SE6 T I/A -- 5ABLE = 1/2"_ /'-0" pip SEAL REVISIONS/SUBMISSIONS: DRAWING TITLE: ,�r�R � •� �; DATE DESCWTIM 08/2824 IffUED FOR 51U 11/0124 V'UED FOR MVIG w - n� 03/04M REVyr-D PM T.OJ.COMMFIYTf / PROPO/'ED-/'ECTI O/1 PETAL./' TREL-L 15 -55C A1`'''��ti`� C^� CAD FILE NAME: SCALE = I/2"_ l'--O" yC 2555 A-303 PROJECT TITLE: DATE: NSA PROJECT IVEMSCHICK SILVERMAN ARCHITECTS P.C. "...the business of ARCHITECTURE." /TOLTZ RF/1DEl`ICE 08/28/24 21_2355 _ - _ - - - --- - 2025 YMITH RD. SCALE: DRAWING NO: PECO/YIC, NY 11958 66 EAST MAIN STREET — — — A,/ NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: -505 L Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com o COP`lRIGHT 2024 NEMSCMCK SLVERMAN ARCHMCTS P.C. 1000 098.00 04.00 019.002 AM U L n f= Lmm L) ls%� C=;7 I X 7 L) FZ r= e C..., H L) L. 0 No. ROOM FIXTURE MANUFACTURER MODEL REMARKS I.D. MODEL UNIT 51ZE (INxH) MANUFACTURER / MODEL GLAZING MUNTIN5 FRAME HEAD HEIGHT (HH) COLOR E6RE55 WIN. REMARKS NO. TYPE UNIT DIMEN51ON MATERIAL FRAME REMARKS A MUD ROOM WA5HER A5 5ELEGTED BY OWNER A5 5ELEGTED BY OWNER -- A 5/167LE 5WING DOOR 40 5/I6"x 97 3/6" LOEPEN/7DI-10W W/ LoE272-189 2 X 2 ALUM. GLAD W/WOOD COOFD. W/HAUFA67LRER A5 5ELEG GLA55 FRONT ENTRY DOOR W/ /O/ �FAGE 5L/0#6 5'-O"x 8'-0" 50LID HOOD PRE-HUNG WOOD 30 SIDELIGHT EACH 5/DE 15E9 PANEL ®DOOR/5IDEL1GHT5 B PANTRY 5INK A5 5EL.EGTED BY OWNER A5 5ELECT69 BY OWNER -- B CASEMENT (3)35 7/I6"x 55//6" LOEhEN/GAI-09I4 LoE272-169 2 X 2 ALUM GLAD W/HOOD 6'-O"A.F.F A5 5ELEG EGRE55 WINDOW NULL VNIT5 TOGETHER 102 POCKET DOOR 3'-0"x 6'-O" 50LID HOOD PRE-h C7 AMOD PANTRY FAUCET A5 5EL.EGTE9 BY OWNER A5 5ELECT69 BY OW04ER - G CASEMENT 70 7/0"x 55//6" LGEPEN/GA2-16/4 LoE272-169 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F A5 5EL.E6 EGRE55 WINDOW 103 POCKET DOOR 3'-0"x 6'-0' 50LID HOOD PRE4#NG HOOD G PANTRY DISHWASHER HOOK UP A5 SELECTED BY OWNER A5 5EL.E67FD BY OWNER -- D CASEMENT 70 7/6"x 55//6" LOEWEN/6A2-I614 LoE272-I69 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F. A5 5ELEG EGRE55 WINDOW 1O4 5URFAGE 5LIDING (2)2'-6"x 6'-0" 50LID WOOD PRE-hVNG HOOD D KITCHEN 5INK A5 5EL.EGTF9 BY OWWER A5 5ELEGTE9 BY OWNER -- E CASEMENT 70 7/6"x 55//6" LOEWEN/CA24914 LoE272-169 2 X 2 ALUM. GLAD W"D 6'-0"A.F.F A5 5ELEG EGRE55 WINDOW 105 POCKET DOOR 2'-O"x 6'-0" 50LID HOOD FRE-H NG WOOD KITOhEN FAUCET A5 5ELECTF9 BY OWNER A5 5ELEGTF0 BY OWNER -- F GA5EMENT 70 7/6"x 55//6" LOEWEN/GA2-1614 LOE272-169 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F A5 5ELE6 EGRE55 WINDOW /O6 POCKET DOOR 2'-6"x 6'-0' 50LID HOOD PRE-IM&HOOD E KITCHEN D15HWA5HER HOOK UP A5 5ELECT59 BY OWNER A5 5ELE6T ED BY OWNER -- G DOABLE SLIDING DOOR 941/2"x 97 3/0' LOEWEN/WP2 2460 LoE272-I69 2 X 2 ALUM. GLAD W/AOOD GOORD. W/MAUFAC7URER A5 5ELEG 1O7 SURFACE SLIDING 5'-0"x 6'-0" 50LID WOOD PRE-I VNG"D F FAMILY ROOM BATH TOILET A5 5ELECTF9 BY OWNER A5 5ELECTFF9 BY OWNER -- H TRIPLE 5LIDING DOOR 1401/2"x 97 3/6" LOEWEN/WP3--3660 LoE272-I69 2 X 2 ALUM. GLAD W N009 COORD. W/MAUFAG7URER A5 5ELE6 1O8 51WL.E 5WING 3'-0"x 6'-O" 50LIP ROOD PRE-htNG"D G FAMILY ROOM BATH 5INK A5 5ELECTE9 BY OWNER A5 5ELE67ED BY OWNER - I DOUBLE 5L)DING DOOR 941/2"x 97 3/8" LCEWEN/HP2 2460 LoE272-169 2 X 2 ALUM. GLAD W/AOOD COORR W/MAUFAC77/RER A5 SEEC FAMILY ROOM BA771 FAUCET A5 SELECTED BY OWNER A5 5ELEGTED BY OWNER -- J GA5EMENT 35 7/16"x 55//6' LOEWEN/GAl-09/4 LoE272-169 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F. A5 SELEG EGRE55 WINDOW 201 D0U%E SWING (2)2'-0'x 6'-0" 50L19 WOOD PRE-hWC7 AOOD H 5W)r'ROOM BATH TOILET A5 5ELE67E9 BY OWNER A5 5ELECTF9 BY OWNER -- K CASEMENT 0)35 7176"x 55//6" LOEWEN/CAI-09/4 LoE272-169 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F. A5 5EL.E6IE EGRE55 WINDOW WLL UNI75 TOGETHER 202 POCKET DOOR 2'-6"x D'-O" 50L1D WOOD PRE4WC7 A009 l 5TUDY ROOM BATH 5INK A5 5ELEG7E9 BY OWNER A5 5ELE67F9 BY OWNER -- L CASEMENT 35 7/I6'x 55//6' LOEWEN/GAI-0914 LoE272-169 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F. A5 5ELE6 EGRE55 WINDOW 203 POCKET DOOR 3'-0"x 6'-0' 50LID AOOD PRE-MJNG AW,9 57UDY ROOM BATH FAUCET A5 5EL.EC7F7 BY OWNER A5 5ELEC7F9 BY OWNER -- M CASEMENT 35 7/l6'x 551/8' LCEP EN/CAI-0914 LoE272-169 2 X 2 ALUM. GLAD W/WOOD 6'-0"A.F.F. A5 5EL.E6 EORE5S WINDOW 204 POCKET DOOR 2'-6"x 6'-0" 50LID WOOD FRE-[MO HOOD STUDY ROOM BA7H 5H0`tER HEAD A5 5ELECT59 BY OWNER A5 SELECTED BY OWNER -- N CASEMENT 35 MC?'x 551/6' LOEWEN/CAI-0914 LoE272-169 2 X 2 ALUM. GLAD W/WOOD 6'-0"A.F.F. A5 5ELE6 EGRE55 WINDOW 205 DOUBLE 5WING (2)2'-O"x 6'-0" SOLID WOOD PPE-hVNG AOOD 57UDY ROOM BATH 5HOWER CONTROL5 A5 5ELEGTFD BY OWNER A5 5ELEC7E9 BY OWNER - 0 5/NGL.E 5WING DOOR 40 5116'x 97 3/6" L001EN/7PI-10W LoE272-I69 2 X 2 ALUM. GLAD W/WOOD COORR W/MAVFACTURER A5 5ELE6 GLA55 FRONT R.4/5ED DOOR W/ 206 POCKET DOOR 2'-0"x 6'-0" SOLID WOOD FRE-HUNG WOOD PANEL K BUNKROOM BATH TOILET A5 5ELEC7E9 BY OWNER A5 5ELEGT 59 BY OWNER -- P CASEMENT 70 7/6'x 55 I/0' LOEPt-W/GA2-16/4 LoE272-169 2 X 2 ALUM. GLAD W/MOOD 6'-0"A.F.F. A5 5ELE6 EGRE55 WINDOW 207 POCKET DOOR 2'-6"x 6'-0" 50LID HOOD FRE-WNG WOOD L BUNKROOM BATH 5INK A5 5ELEC7E9 BY OWNER A5 5ELEGTF9 BY OWNER -- Q CASEMENT 70 7/6"x 55//6" L061EN/CA2-1014 LOE272-04 2 X 2 ALUM. GLAD W"D 6'-0"A.F.F. A5 5ELE67F EGRE55 WINDOW 206 DOUBLE 506 (2)2'-0"x 6'-0' 50LID WOOD FRE-HUNG HOOD BUNKROOM BATH FAUCET A5 5ELE67ED BY OWNER A5 5ELE67ED BY OWNER - R CASEMENT 35 7,46"x 55//6' LOEWEN/6A1-0914 LOE272-I89 2 X 2 ALUM. GLAD W/HOOD 6'-O"A.F.F. A5 5ELEG EGRE55 WINDOW TEHFfRED 6LA55 209 POCKET DOOR 2'-0"x 6'-0" 50LID HOOD PRE-HUNG HOOD M BUNKROOM BATH SHOWER HEAD A5 5ELE67E9 BY OWNER A5 5EL E-6 TE9 BY OWNER -- 5 GA5EMENT 70 7/6"x 55//6" LOEWEN/GA2-16/4 LoE272-169 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.FF. A5 5ELEG E6RE55 WINDOW 210 POCKET DOOR 2'-6'x 6'-0" 50LID WOOD PRE-I SING AOOD BUNKROOM BATH SHOWER CONTROL5 A5 5ELECTF9 BY OWNER A5 SELECTED BY OWNER -- T GA5EMENT 35 7/16"x 55 I/0" LCEI tEN/GAI-0914 LoE272-169 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F. A5 5ELEG EGRE55 WINDOW 211 POCKET DOOR 2'-6"x 6'-0' 50LID WOOD FRE-I WC7 WOOD BUNKROOM BATH BATH7IB A5 5ELE67E9 BY OWNER A5 5ELE6759 BY OWNER - U CASEMENT 70 7/6'x 55//0' LOEWEN/GA2--1614 LoE272-169 2 X 2 ALUM. GLAD W/HOOD 6'-0"A.FF A5 5ELEG EGRE55 WINDOW 212 POCKET DOOM' 2'-6'x 6'-0" 50LID WOOD PRE-I WC7 AOOD N MASTER BATH TOILET A5 5ELECTED BY OkO ER A5 SELECTED BY OWIEER -- V CASEMENT 70 7/6"x 55//6' LGEWEN/CA24614 LoE272-169 2 X 2 ALUM. GLAD H%WOOD 6'-O"A.F.F. A5 5ELEG E6RE55 WINDOW 213 POCKET DOOR 2'-O"x 6'-O" 50LID HOOD FRE-hVNG WOOD O MA57FR BA7H 2X 51MK A5 5ELEGTF9 BY OWNER A5 5ELE67E9 BY OWNER - W CASEMENT 70 7/6"x 55 Ile' LCEWEN/GA2-1614 LOE272-I69 2 X 2 ALUM. GLAD W "D 6'-O"A.F.F. A5 5ELEG EGRE55 WINDOW 214 51NGLE 5WING 2'-6"x 6'-O" 50LID WOOD P E-hWC7 WOOD MA57FR BATH 2X FAUCET A5 5ELECTE9 BY OWNER A5 5ELECT50 BY OWNER -- X CASEMENT 70 7/6 x 551/6" LCEWEN/GA2-16I4 LOE272-169 2 X 2 ALUM. GLAD W/WOOD 6'-0"A.F.F. A5 5ELEG E6RE55 WINDOW TEMPERED GLA55 215 5INGLE 5WING 2'-6"x 6'-0" SOLID AOOD PRE-hW&WOOD P MA5T ER BATH 5HOPER HEAD A5 5ELECT69 BY OWNER A5 5ELECTE9 BY OWNER -- Y TRIPLE SLIDING DOOR 140 I/2"x 97 3/6" LCEWEN/WE3 3660 LOE272-I69 2 X 2 ALUM GLAD W/WOOD GOORP W/MAUFAG7URER A5 5ELEG 216 POCKET DOOR 2'-6'x 6'-0" 50LID WOOD PRE HUNG HOOD MASTER BATH 5HOWER CONTROL5 A5 5ELE67ED BY OWNER A5 SELECTED BY OWNER -- Z CASEMENT 70 7/6"x 55//6" LOEWEN/GA2-1614 LoE272-169 2 X 2 ALUM. GLAD W/HOOD 6'-0"A.F.F. A5 5ELE6 EGRE55 WINDOW 217 POCKET DOOR 2'-6'x 6'-0" 5OL1D WOOD FRE-hVNG HOOD Q BEDROOM I BATH TOILET A5 5ELECTF9 BY OWNER A5 5ELECTE9 BY OWNER -- AA CASEMENT 0)35 7176"x 551/0' LOEP EN/CAI-09I4 LOE272-169 2 X 2 ALUM. CLAD W/HOOD 6'-0"A.F.F. A5 5aE67FD EORE55 WINDOW MLL UNIT5 TOGETHER 216 POCKET DOOR 3'-0"x 6'-O" 50LID WOOD FRE-hWC7 HOOD R BEDROOM I BATH 5INK A5 SELECTED BY OWNER A5 5ELEC7ID BY OWNER -- AB CASEMENT 0)35 7/I6"x 551/6" LOEhEN/CAI-09I4 LoE272-169 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F. A5 5ELEC EGRE55 WINDOW f-VLL UNIT5 TOGETHER 2I9 POCKET DOOR 2'-0"x 6'-0" 50LID HOOD FRE41NG HOOD BEDROOM l BATH FAUCET A5 5ELE67E9 BY OWNER A5 5ELEOTF9 BY OWNER - AG CASEMENT 35 7/I6"x 55//6" LOEkEN/CAI-09/4 LoE272-169 2 X 2 ALUM. GLAD W/HOOD 6'-0"A.F.F. A5 5ELEG EGRE-55 WINDOW 5 BEDROOM l BA7H 5HOWER HEAD A5 5ELEGTF9 BY OWNER A5 5ELE6TF9 BY OWNER -- AD CASEMENT 23 5/6"x 23 5/6" LOEWEN/GAI-0606 LoE272-169 2 X 2 ALUM. GLAD W/HOOD 12'-0"A.F.F A5 5ELEG 30/ 5/N6LE SWING 3'-0"x 6'-6" 50LID WOOD PRE-hf1NG WOOD BEDROOM I BATH 5HOWER CONTROL5 A5 SELECTED BY OWNER A5 5ELECT69 BY OWNER -- AE CASEMENT 35 7/I6"x 551/6" LOEIEN/GAI-09/4 LoE272-169 2 X 2 ALUM. GLAD W/WOOD 6'-0"A.FF. A5 5ELE6 E6RE55 WINDOW T W/D ROOM WA5HER A5 5ELECTED BY OWNER A5 5ELECT ED BY OWNER -- AF CA5EMENT 35 746"x 551/6" LCEWEN/CAI-0914 LoE272-169 2 X 2 ALUM. GLAD W/WOOD 6'-0"A.FF A5 5ELEG EGRE55 WINDOW U W/D ROOM 5INK A5 5ELEC7ED BY OWNER A5 5ELECTE9 BY OWNER -- AG CASEMENT 35 7,46"x 55//6' LOEWEN/CAI-09I4 LoE272-169 2 X 2 ALW GLAD W kWD 6'-0'A.F.F. A5 5EE6 E6RE-55 WINDOW PW ROOM FAUCET A5 65ELEC7F9 BY OWNER A5 SELEC7E9 BY OWNER -- AH CASEMENT 35 7/I6"x 551/6" LCEWEN/GAI-OW4 LoE272-169 2 X 2 ALUM. GLAD W/HOOD 6'-0"A.FF. A5 5ELE6 EGRE55 WINDOW v BEDROOM 2 BA7H TOILET A5 5ELE07FD BY OWNER A5 5ELEGTED BY OWNER -- Al CASEMENT 35 1/16"x 55//0' LOEhEN/CAI-09/4 LoE272-189 2 X 2 ALUM. GLAD W/AOOD 6'-0"A.F.F. A5 5ELEG EORE55 WINDOW H BEDROOM 2 BATH 5INK A5 5ELECTE9 BY OWNER A5 5ELECTE9 BY OWNER -- NOTE I: ALL GLAZING 5HALL MEET WINDBORNE DEBRI5 REQUIREMENTS PER THE BUILDING GORE OF NY5. BEDROOM 2 BA7N FAUCET A5 5ELE67FD BY OWNER A5 5ELEOTFD BY OWNER -- NOTE 2: CONTRACTOR TO VERIFY ALL WINDOW MEA5UREMENT5 AND HEAD HEIGHTS PRIOR TO RURGHA5E/IN5TALL. X BEDROOM 2 BATH SHOWER HEAD A5 5ELEC7ED BY OWNER A5 5ELECT59 BY Ok#4ER -- WINDOW5 BY GONTAGT: BEDROOM 2 BAT}l 5HOWER CONTROL5 A5 SELECTED BY OWNER A5 SELECTED BY OWNER - Y BEDROOM 3 BATH TOILET A5 5ELE67ED BY OWNER A5 SELECTED BY OWWER -- NOT z BEDROOM 3 BAT7•l 5INK A5 SELECTED BY OWNER A5 5ELECT59 BY Ok#ER -- GG SHALL CONFIRM ALL WINDOW AND DOOR BEDROOM 3 BATH FAUCET A5 SELECTED BY OWNER A5 5ELEGTF9 BY OWNER - 5ELEGTION5 INGLUDIN6 HARDWARE AND FIN15HE-5 AA BEDROOM 3 BATTI SHOWER HEAD A5 5ELECTFD BY OWNER A5 5ELE67FD BY OVER - WITH OWNER PRIOR TO ORDERING BEDROOM 3 BATH SHOWER CONTROLS A5 5ELE67FD BY OWNER A5 5ELECTED BY OWNER - H 7 C A � � L) � � 71 ® I � a ALL EGRESS WINDOWS OPENING HT. > 24" OPENING W. > 20" ROOM ROOM 50. FT. VENTILATION REG. (4%) VENT. PROVIDED LIGHT REG. (S9o) LIGHT PROVIDED NET OPENING > 5.1 5Q/FT 51H HT. < 44" STUDY 242.3 9.692 32.352 /q_384 64.704 FAMILY W. 1602 7-205 /2.9406 14.416 25.6616 KITCHEN/GREAT RM. 12352 49.406 134.69245 96.616 269.7649 BUNKROOM 166.75 7.47 11.0531 14.94 22.1062 BEDROOM l 197.95 7.916 9.9696 15.636 19.9796 BEDROOM 2 20021 6.0106 9.9696 16.0216 19.9796 BEDROOM 3 201.61 6.0746 24.9745 16.1496 49.949 MA57ER BEDROOM 347.4 13.696 54.6062 2Z792 /09.6124 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: E7.p f DATE DESCRIPTIOR Y/ 082824 j/,/31DFOR6ID DOOR, WINDOW & G may, (R 11/0124 yJeD rOR rILVIG 4 03/0425 Pr-\Aj=DPMT.O.l.COMMUAfV / PLUM611% FIXTUREfCHLPULV F -+u 0. 0290 CAD FILE NAME: 2355 A-500 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIL'VERMAN ARCHITECTS P.C. "...the business of ARCHITECTURE." f TOLTZ RVI)MCE 08/28/24 21_2355 2025JMITH RD. SCALE: DRAWING NO.: ._. PECO/YIC, /YY 11958 66 EAST MAIN STREET - - - �f NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: .� U 0 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com o COPYRIGHT 2024 FEMSCHCK SILVEMM ARCKIECTS P.C. 1000 098.00 04.00 019.002 Am t5 i 4" THRU ROOF n 4" THRU ROOF n 4" THRU ROOF n 4" THRU ROOF n ROOF I I I I I I I 1 ATTIC I I I I I I I I I I I I I I I I I I I I MA57ER BATH � BEDROOM / BATH � Xv ROOM � BEDROOM 2 BATH BEDROOM 3 BATH � BUNKROOM BATH 2NV __--}— 2" V ( 2" V —_—"}"'— 2"V 2"V —4"— _ 2" V T I -T — i I N I 1 1 I 2' VI I 1 r I 2" VI I 1 � i I 2V1 I i I I �j I I I I I fl I I I I fl I I I i I I II I I I 1 I I II I I I I I 1 II I I I I I I I II I I I I I I I I I I I I I I II I I i 1-112" V 1 1-112" Vl 1-112" V 1 1-112" Vl I I 11-112"v 11-U2" V 11-112" V I -l/2"V 1 1-112" V I I I 11-112" V 11-1/2" V 11-112" V 1-1/2" VI 1-112"V I -1/2" V 1 1 1 11-112" V (1-112" v 11-112"v I I 1 I II I i I I 1 I II I I I I I 1 II 1 I i 1 I 1 I II I i I I I I II 1 I I I I 1 II 1 1 I - I I 1 I II I l I I i I II I I I I I I II 1 1 I 1 I 1 I II I I I I I I II I I I I I I II I 1 1 1 I 1 I II I I I I l I II I I I I I 1 II I I i I LAV LAV I II I LAV I I LAV I II I LAV I I LAV I 11 1 LAV rub Inc. w.G.1 WA5H I rvG.l In..G. II wG.l iSHre CH I I I SHWRI I I I MA i 2 \DLOOR y I I 211 211 2` 411 I I 4N 2N 2N I �2L 2'W I I 4„ 2„ 2N 2N 2N 4N I 1 4N 2N 2N G.O. I I 3N G.O. I G.O. 3" N I I N 3" G.O. G.D.I�---- 3" I I 3" G.O. 3„ 4„ 4n I 3 4 4N 4N I I I I I I I I j KITCHEN PANTRY j MUDROOM FAM/LY ROOM BATH j 4H 5TUDY ROOM BATH j 1-112" v 1-112" V N 2 v 211 V 1 I I I I 1 I I I I I I I I i I I I I I I 1 I I 1 I I I I I I I I 1 1-112" VI 1-112" VI 11-112N V 1-112" V) 1-112"VI I 11-112" V 11-112" V 11-112N V I j j I j j I I j j I I I I I I I I I I 1 I I 15/NK 15/NK 1 LAV I i LAV I 4" BIBH05E BIBS I WASH IWG. 4„ W.G. ( BIBH05E BIBS 4" DW 2 Dh! 2 1 MAG 5HMI I STLOOiZ 2" 2" 2'{W 2" 4" 4 2" 2" G.O. 4" 4" 4N 4N 4" 4° 4" 4" 4„ 4N 4m TO APPROVED 5ANITARY D15PO5AL 5Y57EM R/O R �IAORAIY 51 zr= Of 7RAP5 FOR FLUM51 NS ► X7UREB SCALE = NT5 PLUMBING FIXTURE MIN. TRAP 51ZE BATHTUB (WITH OR WITHOUT 5HOWER HEAD AND/OR WHIRLPOOL ATTACHEMENT5) I k BIDET 1 y4 GLOTHE5 WASHER 5TANDPIPE 2 D1514WA514ER 1 Y2 FLOOR DRAIN 2 KITCHEN SINK (ONE OR TOW TRAPS, WITH OR WITHOUT DISHWASHER AND I Y FOOD WASTE DISPOSER) LAUNDRY TUB (ONE OR MORE GOMPARTMENT5) I )Z LAVATORY I y4 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: 5HOWER (BA5ED ON THE TOTAL FLOW RAFT THROUGH 5HOWERHEAD5 AE.D -Atl DATE: DESCRIPTIOR AND B0DY5PRAY5) � ND N. . '�� 082824 lrjUtP rOR 61D FLOW RATE: 5.7 GPM AND LE55 i y2 awl y<�� n �y nroi24 wurp rOR nLOG MORE THAN 5.1 PGM UP TO 12.3 GPM 2 C)� PLUMEI/yG RJR DIAGRAM MORE THAN 12.3 GPM UP TO 25.8 GPM 3 MORE THAN 25.8 GPM UP TO 55.6 GPM CAD FILE NAME: O � N Ps 2555 A-501 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK SIILVERMAN ARCHITECTS P.C. ,/'TOLTZ R"0cAcr- 08/28/24 21 2553 "...the business of ARCHITECTURE." ....... ...... _ _ .... __ .. — ._.... _ -- --. _ _. _...__.._.. _ ..... ......_............ .... ..... ......_.......... .... ........_............_... ._ PECONC, NY 11958 SCALE DRAWING NO. : T--- Z- 66 EAST MAIN STREET �./'NOTED PATCHOGUE, NEW YORK 11772 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: A-5011 Phone : 631 563 2130 Fax : 631 563 2139 www.nsarchitects.com ®COPYRIGHT 2024 NEMSCMCK SLVERMAN ARCHITECTS P.C. 1000 098.00 04.00 019.002 /`IM 71 1'-81%61 1 1'-05/s' € 5 e 1 5 11 5 11 1 15 11 r n 3'-8Y81 T-3Y" T-3y" 8'-011 8'-0" 8'-0" 6'-7" 7-8/s 7-5/s 7-5/s 5'-1" 5-0 /s 5'-6" 6-3Y2 3 3 , 1 ':n:a: '.. ,. y�' Mgr .: a zs:... r �,: � ...._.�.."., IIi /.,,.,... .-. ,,,.. ,... :: �1..... ..... . . .... . __........ .... _ ... _... ._ �tv 5 (JR) N # # 10" 777-7. � CC -�— 3 i 10 i I I i I 21_0 IE S20 i o ....................... f i s i \ ........... .................. .... .. .......... ..... .,...lf— ,...... ........� ...a'— .!•�.......11— ,...1—.. .....lf—� ....1�... ....I�... .��......— .... ....... .... .... ...... .... ........ ....... .... ..... .....�.... ...,._f—.......�..,. ,,...�{...,......,,,.. ....... _!•�..,`..f—�!.......��:..t•�......lR�._...If—�.. ... .... ..... .......... _.... ..... .... ................... .. ..... ..,................. .. .... ...._ ¢ _ _ -I �— iE .. ....... ...... .,...... ..... i i — # E 3 L ':4z:ii .......:.... .. , .: ': „ . ., ... ,... :..fit .... ..... .,...: .. .�..... .:.. . ..a..,. _�. ...... .< �.. .... .. , .... .. : .:::�x::�, ..x,... .. .fir:, >.' �"� ,. _ ,~M.,_m. ,.,. _, ... 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I ENGINEERING & CONSULTING 16 Commercial Blvd. '(�OF NEW yO Suite 1A '�Q' p, P N p0 �Q Medford, NY 11763 Boa ti�� 631.320.1040 telephone Office@jp-ce.com = w 1 FOUNDATION PLAN ECeLbn5 �O �97859 Q, S-101 SCALE: 1/4"=1'-0" FOUNDATION LEGEND A�OFESSIONP� Em IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A PROPOSED FOUNDATION WALL LICENSED PROFESSIONAL ENGINEER 2025 SMITH ROAD, PECONIC NY 11958 E PROPOSED 24"X 24" REINFORCED GRADE BEAM PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR (54) PROPOSED IDEAL RS2.875 x 276 HELICAL PILES WITH 11/1/2024 ISSUED FOR FILING 8-10-12 HELICAL CONFIGURATION - 15T(WORKING LOAD) 30T Piles 1-54 (ULTIMATE LOAD)- INSTALL TO A TORQUE OF 8,900 FT-LB- INSTALLATION DEPTH APPROX. 30-FEET O (26) PROPOSED IDEAL RS2.875 x 276 HELICAL PILES WITH 8-10-12 HELICAL CONFIGURATION - 10T(WORKING LOAD)20T Piles 55-80 (ULTIMATE LOAD)- INSTALL TO A TORQUE OF 8,900 FT-LB- INSTALLATION DEPTH APPROX. 20-FEET I THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2024.158.02 DRAWING TITLE SS DRAWN BY Foundation Plan 10/1/2024 DATE DRAWING NUMBER AS NOTED S - 101 SCALE Z:\2024 Projects\158-Nemschick Silverman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\01. -JPCE-2025 Smith Rd. -Foundation Plan.dwg STRUCTURAL LEGEND (2) 1 3/4 x 11 7/8 LVL (2)1 3/4 x 11 7/8 LVL -,.,_ ..««...,...... ..�,... «� « _ , � « _m«« �. � .. �« � - INDICATES STEEL BEAM, SEE PLAN FOR SIZE . ............................................. ..................................................................................... ... .. ................................................. ......................2 1 /4 x 11 7/8 UL 2 1 11 7/8 LVL 4 x 7 /8 LVIM O ............_................................._...............y........._.........................._..._......._...__................._..........................................._. Q + i - INDICATES WOOD BEAM, SEE PLAN FOR SIZE 1k 1k 2k 2k 1k 1k ... « ,...._ ....,.., _,...,. 4 8 ,�°' I N � N co ......... € _ » -� O - INDICATES STEEL COLUMN HSS 5x5 U.O.N. ........................................ ...._...................... ... ............. ......_. r ❑............._. ® O, 1�x 11 7/8 LVL >1 .................__................._.._.__........._.............._.._.......__..._._...._..............................w............_._........_. .... ......................................................................................................................................_..................................� �� ~ 1k " CU»... « , .,«« ,., ..� «.., « q q� I- xI 00 Do ® INDICATES WOOD COLUMN, 6x6 U.O.N. .- CEO x X x $ � % 2"X10" @ r M I zt M N M I/ 16" O.C. O - INDICATES COLUMN BELOW i N Y / Y - INDICATES COLUMN ABOVE i M a Y Cl)M ............. .... .............................. ................................................................................................................._..........._......................._...............,._.,.............._.............._._------........... i n _......._.._. ..................._..__......... _. ._.__......_..__._.._..._.... ......_......._........_._............._............_... ...................................._................_......_.................._..........._....._...._..._..._...........__......................._.........__...._...._......................_.............................._....................................._...... ... ............ .................................. ............ ............ .............. ........................_...................._............._............._............................................................................_............................................................................_........_......_........................._._..._............_._........__ .... ...._........_....._...._..................................................__.... 1 3/4 x 11 7/8 LVL 16 O.C. _ „ - ® 1k 2 INDICATES COLUMN ABOVE & BELOW Y �� Y Y 3 .,.. Cl) co N ® - INDICATES MOMENT CONNECTION Do_ 4 >1 2x12 R.R. r ~ 2"X10" 00 / @ 11X7tYC.C. _ INDICATES JOIST SIZE, SPACING AND DIRECTION. x Do CU / O CC14 tip 04 N /x INDICATES 2x6 WOOD BEARING WALL. >< ® - Y @ M M M § - INDICATES WOOD SHEAR WALL. SEE SCHEDULE. a $ 2k: 2 1 3/4 x 11 7/8 LVL 1k l ,y O & co co1k 2k««««�...» n-dw-. «.,.»....: �««�«.,,, ««.....«,« .. ««<««<«« ,««««»«. _..M««< «««<«.... ..««,««,. _.........................__.._...._.........................._...._...._-----_._....._........._................................... ......................_....... ............................................._.........._._......................................__........_- ............................................._..._........... .........__................_..........._ _.... . .........................................................................................__... ...................................._..........................................._...................................................._........._.._...._..............._.__.... _...._....__........__.._.._..........._............... . ® ® ❑ O D FTM x�1 ............................................................_............_......_...........w........................................................ ............................ ........................... ............... ....................................................................................................................................._............ .. .........................._..........._._.........._............__.........._._...._..........._..............._........... ..........................._.._..._...__..._...._..... R Ile F Do Y Y 1` 2"X 1 0" Y O CN J r 16" O.C. N J� X _ : � I o V co m �, N r- O N N @ >� X � M M N 2k; 2 1 3/4 x 11 7/8 LVL 1 k .....:, ,...,. �... « «:. ..; «w,..«« ,..... ae.. ..,« ....«« z N coON s "X10" ! l 2 16"O.C. Y co N N DO >1 F 00 L) W \ SSS x 2"X10"@ x > x ' r > C'7 16" O.C. r x X co r N l co jcN Y Y M § I ❑ ❑ g : H e�-�ew�.w �«a�:r.��: "eye <w,.�««.,,.x « «<.r .,.�:..� .«o « .�« « «ee ��. weo- «»:..>,,.«< «��:,:«e«�« r.«+.:--.. «.,,w,:..,r w�«-,�«««�< w�«e«e� � ... .,...,, �..�.v,� � � « .� .. «.« ��...,.,, �«,,..,� �.,,��«, ««, ., �.. ..«, �.. .� ,,��. �.:,: J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. _C�OF NE►N YO Suite 1A '<Q' p, P'N p0 �Q Medford, NY 11763 �o� tip. 631.320.1040 telephone Office@jp-ce.com w W 1 FIRST FLOOR FRAMING PLAN 097 859`Fl�e S-102 SCALE: 1/4"=1'-0" AROFESSIONP� E. IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF LICENSED PROFESSIONAL ENGINEER 2025 SMITH ROAD, PECONIC NY 11958 PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 11/1/2024 ISSUED FOR FILING THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2024.158.02 DRAWING TITLE SS DFtl4WM t3V FIRST FLOOR FRAMING PLAN 10/1/2024 DATE DRAWING NUMBER AS NOTED 1 0 L SCALE Z:\2024 Projects\158- Nemschick Silverman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\02. -JPCE-2025 Smith Rd. - 1st Flr Framing Plan.dwg STRUCTURAL LEGEND IY D oZo 4 N x INDICATES STEEL BEAM, SEE PLAN FOR SIZE ........................ ................... ... x z __gym: a rn '::. -' : : m.. _.__,._ .... ...._ ................................ .. ..........: .. . �..-.;.......... I W12x19 _.__ __ _.;... .. ... :_ ....._ _. ....... .....�k:..........<.............._ 2 1..3f4.x...1..1... 1$.LVL............. ® � — I ONE OWNOwn - INDICATES WOOD BEAM, SEE PLAN FOR SIZE , 3 € i i I €■ p# ?; N p R . . :�. , : - - - INDICATES STEEL COLUMN, SS 5x5 U.O.N. U „ .M. . ,�... .,a�:""'"'�"" "";' :..._,, ..�,� ,�,. .�. � �� Via, :'�`�� , . �, ' s jj{ +-I F 1 annMml �' 4i1 �� _ : .........._.......................... > . r 00 ao f; } i \ ..�.,�.,,,._..... O ' ' I M % = - ® INDICATES WOOD COLUMN, ...� m N, 6x6 U.O.N. >< X � ✓ i.. ! JI > I 3. j..:.............. 1 3/4"_X...fi fi 718"7Jl1�1E:7.8"T _ N _.. . .. .. cli x 16" O.C. ' 3 x ......_...... i i @ 16"O.C. coM I' 1 _I cu i // 1 :@ / INDICATES COLUMN BELOW .� / ]C14 /0404 04 2x10 �,R.R.N g _.... ,........ _.. ..............m...m W18x76. .. _ ...._...., _. __,..._._....._....__.._._.. 10k.,. .:.. i` .. - INDICATES COLUMN ABOVE 11 ..9k ._. ..... M..., ....... ............. ..�............ @ 16 O.C. \\ ..........i.w,, _.__...... . ......__.. x.... _..,_.... ........ ...._.M.., _,.,._.....,, _........_. ::._, ..........._.. ..,._...........,.... .. 2 1 3/4 x 11 7/8 LVL k W12x16 1 31�k,:�c:,:��.:�7!&_ ... t EN w MEN NOR '7 4 x 11 � 4 x 11'� � ...._.._'__, _._.._.................... i... ; .__...._................. ............ ...... .._........................ ; . / 3/4 x 11 7/8 L € / t 1.7%8 ;1 1k ( 1k Y .....m3k.. 3k..,,........,r.:.; I `� — �� ® �..�. NEW .}..a......._.,_.®� 2k 5k € •� >,:, N i i 1 - INDICATES COLUMN ABOVE& BELOW I co I '/ ;fi i 2 3k 2k (.,_.. ..I 2 2k ?i .....: .................,. ........... dF d l LID f.fr....;...,.....�'/'.�<.y�,a..• .�'. �/./�•.�.t<'' ! a.�...�. ., _,::,.,�:'.._:�,.G <� '�.:� INDICATES MOMENT CONNECTION y� .... i � 1 € ; i d cfl EE EE ,,.._.. EEti 2k (3) 1 3/4 x 11 7/8 LVL 2k I Y 1 3/4 X 11 7/8 TJI '.,._ .w,/ L 'Cl a �'...,.,.'� _. . ; 1 3/4 X 11 7/8 TJI ;r ; ., >1 >N € x _.,. _ .� 16"O.C. ! 16" O.C. — .-_- - -- - -.._...__—. .. ...... 00 J< i / XxXX \MEN ` @ @ 1, r< —— — 1 ao oc - INDICATES JOIST SIZE, SPACING AND DIRECTION. \\ // 1 3 TJI 1 3 JI / - J n n E x I i x I� 4 X 11 7/8 /4 X 11 7/8'T , MJ / /@16"O.C! �� / @16"O.C. I II M. \ / C\I C\ v / ''� ? - INDICATES 2x6 WOOD BEARING WALL. CD 04 x CYO) co I I 2k 2 1 3/4 x ao I I 11 7/8 LVL 1k 4 #I W12xl9 ? _ N( ) 1k I 211 ---- -(2)-1�/4x117181VL-- - - 11k '-� _...aI I M 3 i � — — _T T - INDICATES WOOD SHEAR WALL. SEE SCHEDULE. ..._ _ _ ._M._. W18X106 I . A' -: ,. : I ._,. } / 1 }_ M M ; Y! I / fir..\ .. i sx LO 2 1 3/4 x 11 7/8 LVL ( 2 1 3/ 11 7/8 LVL `_ I i W12x16 13kZ L� — >1 ....__.,. _ .. _.; xy- _ <.<..,..........<..:...,. 11 .... .. .. ._._................ ..............__..... _ _........ _ . I 4 2x16 r. 2k..: 4 x :1.<: M., .,. ;� '`� W1 _.... , I� I� ! ?00 ' ( 1 3/4"X 11 7/8"TJI ° fi�314';X 11 7/8"T.11 i 1 3/4"X 11 7/8"TJI �j _ _.. " _.. :..... 16 O.C. cv 16 O.C. _.....__............. .. - 1 @ 16 O.C. �� � `� ��, �. � `�f' i xs x // @ - > // @ 3........................ ......�''...........,...,.....< r- y j € v / ................... ...... ........................ g 7 � M 2, co 2k10R.F . € co ................ i 1 f.Y..... :...r..�..... r•7...� y:f�. y x r,...J.ry..w.. I €€ 16 O.C. ...................... , :........ .... r. , `r� r 6 6 .,,. ' �9 I -� .�.._....�..�.. _ ...w.._., _ I 1 .. co 3 ....__x...,.,.. j I I I ;::::s --W18x106 14k................ .......__, ,.: 1 3/4"X 7/ "TJI € r Lr� 1.3k.......................................................................... ...... .......)...: . ..., Y }/ 3 4"X 8"T ® i> �.. i 1.: 11 :z, � 9 11 7 N .. _ ...... 4 _ - - .� 61t;z W12x16..;........ 1.k... . €..: ( ) 1 3/4 1 7/8 LVL 2k 1k / ( 2 x1 / I i .............. E? a i t : I ...... r; 2xl 0 R.R. rs Ar .. �? ,E r `3/,4 X`1,1 7/8 ;TJI f ; ' I € II 16 O.C. x € �„ 1 3/4 X 11 7/8 TJI I ; .....^ I @ �@ 16: O.C. / I @ 16 O.C. 1 € ? ...... .... m N'1 a I N ` 1 ................. se I is Y 114 (2) 1 3/4 x 11 7/8 LVL 1 k __.... .. y ; Y i : ,,........, �..........,.. J: s. Yq,,....;.."pC::. ' �Y"Y''i X,.... „y,.C^,�..y T.::X.1,:� C:.,... < .3k. _ J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. ��OF NE►ti Suite 1A /I PLAN p0 O�Q Medford, NY 11763 ��. 631.320.1040 telephone Office@jp-ce.com w 1 SECOND FLOOR FRAMING PLAN 5 097859 Q, S-103 SCALE: 1/4"=1'-0" A�OFESSIONP� IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 2025 SMITH ROAD, PECONIC NY 11958 PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 11/1/2024 ISSUED FOR FILING THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2024.158.02 DRAWING TITLE SS DRAWN by SECOND FLOOR FRAMING PLAN 10/1/2024 DATE DRAWING NUMBER AS NOTED SCALE S - 103 Z:\2024 Projects\158-Nemschick Silverman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\03. -JPCE-2025 Smith Rd. -2nd Flr Framing Plan.dwg _ r STRUCTURAL LEGEND INDICATES STEEL BEAM, SEE PLAN FOR SIZE - INDICATES WOOD BEAM, SEE PLAN FOR SIZE ...................__._... .............................. ................_............ ............................ ...... .. ........._.................... .......... ;..,.......__. „ O - INDICATES STEEL COLUMN, HSS 5x5x/ U.O.N. I 3 ® - INDICATES WOOD COLUMN, 6x6 U.O.N. 7 I 3 q - INDICATES COLUMN BELOW , O - INDICATES COLUMN ABOVE _ I ....,. ..,..;..,,.... _..__...._______....._"_...._ ,>. ... . r .>,., r ... .,r ... r ,r.,,>u.� : ,. e: K r.J..�.. r•c..M;:...�.r._ .• .---. > \ .. tee` ...:`�??. �x \._��. .......,<,�'k...:..��kf ._._„.... _ .�...�..,........_m % �Y' m m' g` �' �! - INDICATES COLUMN ABOVE & BELOW ` lE ; co N INDICATES MOMENT CONNECTION 1 3/4"X 11 7/8"TJI ; \ ; " 1 ; 11 j .......______.,.,.... .,.,_..,__._,,, 1 1 /4X11 T/8 SJ I /� 1 3/4 X 11 7/8 TJI 1 3/4 X 11 7/8 TJ I ,_ c J 1 11 % 1 11 „s 16 O.C. / :16: Q. / @ 16 O.C. @ 16 O.C. _ , I ,,;...., I,. �..T r E it ( i...._./ > • r ,,.._..„..^"r {.` E E. �,> .E t x...,............F ,`f. ' xxxx J ;I: �j` - INDICATES JOIST SIZE SPACING AND DIRECTION. 00 rn ,..,•, a ,.>.�>, �,> / x �, r ?� ® INDICATES 2x6 WOOD BEARING WALL. 2k r, (�4 1 7/8 LVL 2k 3kl i s W12x16 ; : 2k 4k�� 1 k f 2k (� 1 3 11 7/8 LVL 2k M .. ---- —— — (` 1 MTr$ L� Ln ,,..,, ........ -...- ......r..... ;.,,.... _ . ..._ : ::::. .. _._ _. I' ,r WF , - INDICATES WOOD SHEAR WALL. SEE SCHEDULE. q4-- .......................„ . .....,., , < 74 1 3/4 1 I �n M N O.C. 7/8"T _.... W12x16 CID .x; � OC > ` ............................... _._._..„....,...........; i W r �. ,7r' > �'� _.7"+.>�;... y`''.r .'. .,....;... j.. .._S d 1 y' i m .. $••' �,�. .............l.../.....a...x..........e9'>...: ....e.!F..t'. ....�".. :a:<'': . .:::!"'r°.'�.> i:� ..1:1.� .t..../ ...1.�.....e(>�...t'.�,f.,,,.._�a. : ...r..>.. .<...>... . Et,�, 7€ \ _........._. rf' ..,(`. 1..x.. ...�. .>±:t.. .... ... .... ...tl '.Jx� ayE.. r l r 00 E j I btLO E `'. mi i a'' ,.,.,,.. I e 3 E I N I i I j} p' N E E CO /': M \ // _ 1 3k - f2x26 i` .j �` g8k 4k� 1 3/4x 11 7/8 LVL 2k x a ' 1 ,/4".X11 7/8"TJI �:.�. { w. 11 € � @�6 O.C. .�E�.... :. n t\\ lr J r E f` /` ................ I t E _ < E F I< :/ . . . yy . _...,...: ,.�. . <...f,...! ✓,.,.., ... ...�.<_.< ,., .1.: ,. .�„ {,.G!. ......��..........�,�.... �.�'�.; 1^3/4 X 11 71$.:..T;�.t....�.:.,,��_<::.�.�;:�;r:!!.l_... �;�.���4•:_�.•�91'�t8 .............; :�.�.: x:,,:: ...........i 1 E I : @ 6 O.C. € / 6 C ?i 1 11 , .I d �.„ , ?x i 3 €... i... d 3 {) . r �E .,, f jy i �� ! .. ' :' I Ii w 2k 3 1 3/ 1 7/8 LVL i m2k 2k 3 1 3f4` 1 7/8 LVL 2k 3k "E:; i (3 1 3/4 x 11 7/8 LVL 2k _ ....,...3 2 1 3/4 x 11 7/8 LVL 1 k I..:...... (.........._!. x (`�/ff�'// .,xt'"�f/�� ,+ r, �r•'{!; i { ,I -�E�.. :..,.„,�;..x..„...,,;._.,.. � ...,,� � 1 1,�,�• ',l.l.:..•'.x',.s`.`L:.x...,:'.fd'�a:.l..! � I i,�„� � .,.,..3?._.,.....,,� ,„ .i y. I j1 x 71 {{r i 1E] IOU 11 11 t...„.IE.. ,. f 1 3/4"X 11 7/8" 1 3/4 <11 7/8"TJI °';;' ` 1 3/4"X 11 7/8"TJI ! 1 3/4 X11 7/8 TJI +_ r. .. it II 3 11 I 11 I 3E I (...,. �...f... 16 O.C. 'e '6 O.C. 16 O.C. 16 O.C. _.....lx... .. @ /: @ t /'' @ i ? > r ..__... f { j .i.ft".'................. :I.... 1k 2 1 3/4 x 11 7/8 LVL 4k �? I..... ...... i_...... ......x..,.. I j§,rr i Lite ,r (14 g �� ,�...... >Li .................. gg ... ..7T �... ... .Y' ., _, .. , ,. . ,"�. .. .. ..„r. .. :"':fir �. �.r•,` .C.. .:""°Z:� ._. ��'�kt:yk::'Y„I:::.. . , �� ....�. ..I . . ... ice.. ...f....�i v ii , J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. ��OF MEIN y0 Suite 1A CO �Q' PLAN p0 •Q Medford, NY 11763 631.320.1040 telephone Q Office@jp-ce.com2� `ICEL:.'10 1 SECOND FLOOR CEILING FRAMING PLAN �O �97859 Q, S-104 SCALE: 1/4"=1'-0" ROFESSIONP� IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 2025 SMITH ROAD, PECONIC NY 11958 PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 11/1/2024 ISSUED FOR FILING THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2024.158.02 DRAWING TITLE SS DRAWN BY SECOND FLOOR CEILING FRAMING PLAN 10/1/2024 DATE DRAWING NUMBER C NOTED S 104 SCALE Z:\2024 Projects\158-Nemschick Silverman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\04. -JPCE-2025 Smith Rd. -2nd Flr Ceiling Framing Plan.dwg STRUCTURAL LEGEND INDICATES STEEL BEAM, SEE PLAN FOR SIZE - INDICATES WOOD BEAM, SEE PLAN FOR SIZE O - INDICATES STEEL COLUMN, HSS 5x5xy2 U.O.N. ® - INDICATES WOOD COLUMN, 6x6 U.O.N. O - INDICATES COLUMN BELOW O - INDICATES COLUMN ABOVE : > g. oq My a INDICATES COLUMN ABOVE& BELOW „ 2x12 OR. j 2x12 R.R. Y 2x12 2x12 R.R. �, LO 16"O.C. / @ 16"fl<C. S' � ��J / 16" O.C. / @ 16���e J\• � U � - / y O_ ® INDICATES MOMENT CONNECTION F / L�.I / \� LIP / / \� 04 1 J �,� \ I / xx - INDICATES JOIST SIZE, SPACING AND DIRECTION. �L > ! J / } J ,v................._,_... ....,.�..,, .._,......,_......�.�..,, ....,,,.._...................... CID 00 i �! 2k 2k ® - INDICATES 2x6 WOOD BEARING WALL. �w r.:.< -77 .7 14...u.` .:,r.,.x...1.`. .�..k�`.1..`.H...,cy�.d'`: 0.: :..rY. ..'. .,„<.1:.`... .:., ...�„"< 'lt.'.�� "..C:� ° .`�1.� F•.'. `.''•.>'"....1:�'.• k".:ss 'Sfl.' `...k�r°L,.•.r., _ i , ,...: �< :"" 'F �•'. - € €•, - INDICATES WOOD SHEAR WALL. SEE SCHEDULE. N n` / .^. ... ... ... ^ N �.. ......... CV i�.% -�• '✓,' ,�,.`• i... I ....E... f j 7 -�- 3 1-7 ....e.... a.... i ..� ... �; �.�__ . 3 f,.",,....3� ...,.. (3L1 3/4,�11 7/8 LVL iyx.: 2k��3) 1 3/4 x 11 7/8 LVL 4k 4k �3L�4 x 11 7/8 LVL 2k 2 1 3/4 x 11 7/8 LVL (2�1 3/4�LVL 5k 7k 1k 2k 4k 4k LL < •` E ' Y f 41 J � /y ) : n x �..: :; Y: . . b. y..,, :i r., ....a.. .:`� ,,^,., .r'• s..:c..:�.�...'........aC. ...,.. a... 1t...::. ...•..:K...<,....,..,,.:Aloe .. .... `_.�, , .qCN q xF q . ,. CA 04 �N °`' `' 2x12 VR. 2x12 R.R. 2x12 R.R. 2x12 R.R. 16 O.C. I /.....i @ 16 ;�`C. � / x� 16 O.C. / @ 16 �� �. ._..... ....... I Kx 1 1 x. ...... �;.. ...._ � .. ... 31.., t [ -b• I {... J.PONTIERI, P.E., D.P.C. ENGINEERING & CONSULTING 16 Commercial Blvd. OF NEW YO Suite 1A �Q' PLAN p0 �Q CO Medford, NY 11763 fir. 631.320.1040 telephone Office@jp-ce.com f I c`W 1'k`CQLt^oI LU ROOF FRAMING PLAN `��o 09785g _1 _ f_ rro� AROF ONP� S 105 SCALE: 1/4 -1 0 ESSI IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENTTHAT BEARSTHE SEAL OF A PROFESSIONAL ENGINEER, UNLESSTHE PERSON IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER 2025 SMITH ROAD, PECONIC NY 11958 PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR 11/1/2024 ISSUED FOR FILING THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. PROJECT#: 2024.158.02 DRAWING TITLE SS ROOF FRAMING PLAN 'I pitMWN�Y 10/1/2024 DATE DRA WING NUMBER AS NOTED SCALE Z:\2024 Projects\158-Nemschick Silverman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\05. -JPCE-2025 Smith Rd. - Roof Framing Plan.dwg GROUT SOLID AROUND SLEEVE FULL THICKNESS SEE ARCH PLANS SEE ARCH PLANS OF WALL FLOOR W/NON SEE ARCH PLANS SHRINK GROUT, TYP. NEW SLEEVE, SEE MECHANICAL, ELECTRICAL Wfi #4 STIRRUPS @ 12"O.C. � a . ., 6" MIN. OR PLUMBING DOCUMENTS, TYP. z #5 VERT REBAR @ 12"O.C. p #5 VERT REBAR @ 12" O.C. ZO #5 VERT REBAR @ 12"O.C. 0 — WELL COMPACTED � a MIN 3"CLR Q a MIN 3 CLR � � ,`a MIN 3" CLR Ij #5 HORIZ. REBAR @ 12"O.C. w #5 HORIZ. REBAR @ 12" O.C. SUBGRADE (4)#5 REBAR TOP AND BOTTOM w #5 HORIZ. REBAR @ 12" O.C. MIN. 3" CLR —I MIN. 3" CLR EQUALLY SPACED -� MIN. 3"CLR \ Q ¢ 0 a 0 2 O (4)#5 CONT. REBAR TOP AND BOTTOM U_ (4)#5 CONT. REBAR TOP AND BOTTOM mi U_ (4)#5 CONT. REBAR TOP AND - a'° . ,/\ �, \ \ ./ o zQ % BOTTOM EQUALLY SPACED NEW CORED HOLES o Zg EQUALLY SPACED J a EQUALLY SPACED a o 0 o v J _ WELL COMPACTED SUBGRADE _ 3"CONC. RAT SLAB ; \/ \\ ° ° \o \ _ WELL COMPACTED SUBGRADE 5 TYPICAL SLEEVE I N MASON RY/CONCRETE (TYP) Q `. ,/\, � ' \\ f\_ U� (TYP) S-201 SCALE: N.T.S \BILE CAPBEAM/PILE CAP DO NOT OVER CUT BEYOND TANGENCY EBAR POINT OF E DRILLED �\� '\� '� a \ WELL COMPACTED SUBGRADE GRADE BEAM/PILE CAP o _ a� A J \ EQUAL Y SPACED UPS COST OF ANY RR PAIRS DEOEMED NECESSARY _ p ,�''\\,f\\' N (0 /\�/ (TYP) N ie PENING. THE 1 0 r k ax `.\ AS A RESULT OF OVER CUTTING WILL BE PAID N BY THE SAW CUTTING CONTRACTOR 1 #5 REBAR REBAR HOOKC\, #4 STIRRUPS @ 12"O.C. e° /,� #4 STIRRUPS @ 12"O.C. b° r. \� @ 12" O.C. ALTERNATING. START BY DRILLING AT CORNERS OF a HELICAL PILE (TYP) EXTEND INTO FOUNDATION OPENING WITH 6" DIAMETER CORE DRILL. ji #5 REBAR REBAR HOOK @ 12"O.C. #5 REBAR REBAR HOOK @ 12" O.C. IL WALL THEN SAW CUT TO TANGENCY POINT OF ALTERNATING. EXTEND ALTERNATING. EXTEND CORE DRILLED OPENING. DO NOT OVER CUT INTO FOUNDATION WALL INTO FOUNDATION WALL 4'-0" BEYOND CORE DRILLED OPENING. IF USING GRADE BEAM/PILE CAP CIRCULAR BLADE SAW CUT TO TANGENCY POINT ON NEAR FACE AND CAREFULLY CHIP THE REMAINING CONCRETE. HELICAL PILE (TYP) —/ HELICAL PILE (TYP) DO NOT EXTEND SAW CUT ON NEAR FACE HELICAL PILE (TYP) IN ORDER THAT CIRCULAR KERF CONNECTS ON FAR FACE 1 FOUNDATION WALL SECTION 2 FOUNDATION WALL SECTION 3 FOUNDATION WALL SECTION 4 FOUNDATION WALL SECTION 6 TYP DETAIL @ NEW OPENINGS IN CONCRETE S-201 SCALE: 3/4"=1'-0" S-201 SCALE: 3/4"=1'-0" S-201 SCALE: 3/4"=1'-0" S-201 SCALE: 3/4"=1'-0" S-201 SCALE: N.T.S TYP. LAP TYP. LAP NOTE: CORNER BAR SIZE AND SEE NOTE 1 SEE NOTE 1 56 BAR O l9 SPACING TO MATCH 1. ALL BAR SPLICES SHALL BE CLASS HORIZ.REINF. "B" LAP SPLICES WITH 48 BAR NOTE: TYP. Q a- — DIANIETERS MINIMUM. PROVIDE REINFORCEMENT IN ONE FACE ONLY IF IT DOES NOT EXTEND THROUGH ENTIRE WALL THICKNESS CD 2. PROVIDE CONSTRUCTION JOINT AT 0"TYP END OF EACH DAYS POUR OR AS TOP OF CONCRETE WALL OPENING �� REQUIRED TO LIMIT THE LENGTH OF WALL POUR TO A MAXIMUM OF ` 30 FEET. _ I 3. PROVIDE CONSTRUCTION/ #4 ADDITIONAL REINFORCEMENT AT CORNERS AT INTERSECTION CONTROL JOINTS AT FACE OF R PIERS UNLESS OTHERWISE NOTED ON PLAN. K. DIAGONAL BARS 4. AT CONTROL JOINT, PROVIDE (2)-ADDITIONAL#5 POUR POUR BEVEL JOINT'IT"/ 10 INTO WALL BARS AT EACH FACE PROVIDE 1"V GROOVE ON EXPOSED SURFACE BOTH SIDES. SOP OF WALL, TOP AND FACE OF WALL AT JOINT.SEE NOTE 7 ALTERNATING HORIZONTAL (2)-ADDITIONAL TYP. LAP 6" 6" 4. REINFORCING BARS AT BOTTOM OF SLAB SEE TYPICAL WALL SEE NOTE 3,4,AND 7 REINFORCING BARS 6"SHORT OF - EACH FACE OF WALL, SEE NOTE 1 DETAIL FOR REINF. SHRINKAGE CRACK CONTROL JOINT. o •, N TOP AND BOTTOM OF SLAB. FOR SIZE, SEE _ 5. SEE APPROPRIATE SECTION FOR LPONTIERI, P.E., D.P.C. NOTE 1, TYP NOTE:: WALL REINFORCEMENT. ENGINEERING & CONSULTING 1. AT WALLS, ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND _ 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR F NE VERTICAL REINFORCING. AT SLABS USE#5 BARS. �� Y CONSTRUCTION JOINT, CLARITY. � 16 Commercial Blvd. P O IN O CENTER 2,4 KEY ON WALL Suite 1A �'� PLAN pO� 2. THIS DETAIL APPLIES AT ALL OPENINGS 12"x12"AND LARGER. DETAIL IS SIMILAR Medford, NY 11763 AT ALL CIRCULAR OPENINGS 12"AND LARGER. PIER,IF REQUIRED 7. PROVIDE CAULKING CI JOINT IF 631.320.1040 telephone REQUIRED. SEE SPECIFICATIONS. Office@jp-ce.com w 3. COORDINATE ALL OPENINGS SIZES AND LOCATIONS WITH ARCHITECTURAL AND CONSTRUCTION JOINT CONTROL JOINT MECHANICAL DRAWINGS. 097859 � TYPICAL SLAB/WALL PENETRATION REINFORCING DETAIL 8 TYPICAL WALL CONSTRUCTION DETAIL 9 TYPICAL REINFORCEMENT AT NOTCH OR POCKET IN TOP OF WALL A�OFESSIONP� .. S-201 SCALE: 3/4"=1'-0" S-201 SCALE: N.T.S. S-201 SCALE: N.T.S IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY CONSULTING ENGINEERS DOCUMENTTHAT BEARSTHESEALOFA PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A FILL POCKET SOLID LICENSED PROFESSIONAL ENGINEER co WITH CONCRETE (2)-3/8" STIFFENERS (ONE EACH 2O25 SMITH ROAD, SIDE)AT ALL GIRDER BEARING PECONIC NY 11958 POCKETS PROPOSED STRUCTURAL DRAWINGS STEEL BEAM, SEE PLAN FOR BEAM SIZE AND TOP OF TYPE 1 SEALANT AT ALL 2" MAX. NON STEEL ELEV. ISSUE DATE ISSUED FOR EXPOSED SURFACES SHRINK GROUT 11/1/2024 ISSUED FOR FILING DETAIL "A" 2" #6x 2'-0" LONG DOWELS @ 12"O.C. w 6" ©© O O �qQ 1'-0,t HORIZONTAL REINFORCING TO L� O _AJ iv SEE DETAIL"A" RUN THRU UNINTERRUPTED I I 2„ 0 0 ANCHOR BOLT HEX NUT(TYP.) I �\ BEARING PLATE (BEARING POCKET WASHER (TYP.) :....................:...: ................ PLAN z - DEPTH-2")x 3/4"x BEAM WIDTH +2" 1 1/2"THICK GROUT BASE W/(2) -5/8"0 A36 THREADED RODS BELOW BASEPLATE (TYP.) Q 3"TY x 8" LONG W/STD. HOOD o' INTERRUPT HORIZONTAL 3/4" 0 ANCHOR BOLTS WITH � 4"CHAMBER AT EXPOSED REINFORCING AS SHOWN STEEL HEX MIN. 8"CONCRETE 0 FACES LEVELING NUTS THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE EMBEDMENT PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS NOTES. 1. FOR REINFORCEMENT AND COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT FOUNDATION V1/ALL, w THICKNESS SEE WALL OF THE LAW. SEE PLANS FOR SECTIONS. PROJECT#: 2024.158.02 DRAWING TITLE REINFORCEMENT SECTION A 2. SEE ARCH. DRAWINGS FOR SS FOUNDATION DETAILS JOINT LOCATIONS. PRAWN 9Y 10 COLUMN BASE PLATE TO ISOLATED FOOTING / FOUND WALL 11 TYPICAL CONTRACTION JOINT IN CONCRETE WALL 12 TYPICAL BEARING POCKET DETAIL DATE DATE DRAWING NUMBER S-201 SCALE: 3/4"=1'-0" S-201 SCALE: N.T.S. S-201 SCALE: N.T.S. C NOTED S 2 01 SCALE Z:\2024 Projects\158-Nemschick Silveirman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\06. -JPCE-2025 Smith Rd.-Details.dwg TYP. OF(4) 1/4" PLATES 1/4" MILL BOTTOM OF p` BEAMS VARY(SEE PLAN) COLUMN BEARING PLATE W/2"0 STIFFENER PLATE EACHA325 BOLTS(2 EACH SIDE). TYP. OF (4) 1/4" SIDE. THICKNESS TO LENGTH AND WIDTH AS - PLATES MATCH COLUMN FLANGE: REQUIRED, MINIMUM PLATE 1/4" - THICKNESS TO MATCH BELOW. FLANGE THICKNESS OF BEAM 2 /2" BELOW P ROOF N FOR CONNECT ROOF BEAM TO TOP OF POST SIZE AND LOCATION STIFFENER PLATE EACH SIDE TO 6" FAIN. (TYP.) W 6" MIN. (TYP.) W/(2)-SIMPSON MTS16 TWIST STRAPS, STEEL PLATE WITH (4)-3/4"0 A325-SC MATCH FLANGE THICKNESS OF r77#=7 _ ALTERNATE SIDES OF POST BOLTS(MIN.). MINIMUM PLATE COLUMN ABOVE. WELDS TO BEAM THICKNESS TO MATCH FLANGE WEB SHALL HAVE CAPACITY TO ELEVATION A A-A WOOD POST, SEE PLAN FOR SIZE THICKNESS OF BEAM ABOVE CARRY ENTIRE COLUMN LOAD A AND LOCATION 1 TYPICAL. BEAM OVER COLUMN CONNECTION 2 TYPICAL COLUMN OVER BEAM CONNECTION 3 BEAM WEB OPENING DETAIL CONNECSTUDBL POST KING POST/STUD BLOCKING S-301 SCALE: 3/4"=1'-0" S-301 SCALE: 3/4"=1'-0" S-301 SCALE: 3/4"=1'-0" BELOW W/CS16 SIMPSON COIL STRAP z v T PL 1/2x12 W/(4) 3/4"0 A325- GL COLUMN ABOVE AND N BOLTS. PLATE WIDTH TO BELOW MATCH FLANGE WIDTH, TYP. COLUMN ABOVE (4)-3/4"0 A325 BOLTS ON BEAM GAGE, TYP. "MIN BASER _ CONNECT CRIPPLE TO o z 1/4 HEADER WITH SIMPSON TYP. MTS30 TWIST STRAP BLOCKING TO MATCH 1/4 °° WOOD POST ABOVE CONNECT HEADER/BEAM TO POST/JACK AND KING STUD W/ SHEAR PLATE PER SIMPSON STRONG TIE HH HEADER COL. SCHEDULE, TYP. HANGER (4)-314"0 F1554 GRADE 36 ANCHOR 6" 6" RODS WITH 12" EMBEDMENT+ 5" BE 1/4" 1/4 THREADED PROJECTION AND 2" PLAN SQUARE x 4"A36 WASHERS STIFFENER R S BOTH SIDES ALIGN PL 1/2x7 W/(4)3/4"0 A325- N ® - STEEL GIRDER BOLTS. PLATE WIDTH TO VS WITH FLANGE OF COLUMN CO o COLUMN BELOW STIFFENER v SHALL BE 2' MIN. MATCH FLANGE WIDTH, TYP. SEE PLANS FOR HEADER THICK BUT SHALL MATCH FLANGE SIZE AND LOCATION ® (0 TYP THICKNESS OF COLUMN BELOW 1104 , �_0�� 5/16" STEEL BEAM WITH SINGLE R COLUMN, CONNECTION. COPE FLANGES SEE PLAN AS REQUIRED COL. PER PLAN 4 TYPICAL. BASE PLATE DETAIL 5 COLUMN ABOVE/BELOW BEAM DETAIL 6 MOMENT CONNECTION DETAIL 7 TYPICAL WOOD BEAM/POST STRAPPING DETAIL S-301 SCALE: 3/4"=1'-0" S-301 SCALE: 3/4"=1'-0" S-301 SCALE: 1"=1'-0" S-301 SCALE: 3/4"=V-0" 1/4"COLUMN CAP, TYP. SHEAR PLATE PER SHOP DRAWINGS 1/4 COL. PER PLAN SHEAR PLATE PER 1/4 SIMSON STRONG TIE HHUS TYP. SHOP DRAWINGS TYP. FACEMOUNT HANGER FOR 1/4 1/4 LVL GIRDER APPLICATION PL1/4 x 1 x 1 BEAM PER STIFFENER EACH SIDE, TYP. PLAN J.PONTIERI, P.E., D.P.C. (4 TOTAL) ENGINEERING & CONSULTING BEAM PER BEAM PER PLAN PLAN BEAM PER PLAN LA GIRDER SEE 16 Commercial Blvd.J W yo 1/4 Suite 1A �Q' OF NE TYP. Medford, NY11763 � �a�PLAN p0��i�Q� 1/4 COPE BEAM AS BEAM PER SEE PLANS FOR 631.320.1040 telephone SHEAR PLATE PER PLAN GIRDER SIZE SCHEDULE, TYP. COL. PER PLAN REQ'D Office[�jp-ce.com � w W 8 TYPICAL_ BEAM/BEAM/COLUMN CONNECTION DETAIL 9 TYPICAL BEAM/COLUMN CONNECTION DETAIL 10 TYPICAL BEAM/BEAM CONNECTION DETAIL 11 TYPICAL WOOD GIRDER TO GIRDER DETAIL �o 09785g SCALE. 3/4 1 0 ESSI - SCALE. 1 1 0 IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY LL CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, w UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A Q LICENSED PROFESSIONAL ENGINEER 2025 SMITH ROAD, 0 ni PECONIC NY 11958 O ° ° PROPOSED STRUCTURAL DRAWINGS ISSUE DATE ISSUED FOR PL 1/2 W/(4)3/4"0 A325-N 11/1/2024 ISSUED FOR FILING BOLTS PER BEAM. PLATE WIDTH TO MATCH FLANGE WIDTH, TYP. WOOD POST 1Y21 3" 2" SHEAR PLATE PER w SCHEDULE, TYP. w SIMPSON TYPE PC POST � rrn cp ./ BASE AND CAPS (OR E UAL) —i Z � � BEAM PER BEAM PER _ A PLAN PLAN `? N 6" 11-4" 1/2"0 A307 THRU-BOLT ITTI w ° Li W/WASHERS THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS p MULTIPLE MEMBERS, COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT (D SEE PLAN FOR SIZE OF THE LAW. 0 &QUANTITY O PROJECT#: 2024.158.02 DRAWING TITLE 1/4 0 P1010 f SS DETAILS 1/4 A 1/2" 0 A307 THRU-BOLT DRAWN BY W/WASHERS @ 16" O.C. 10/1/2024 COL. PER PLAN W/(2) @ EACH END DATE DRAWING NUMBER 12 MOMENT CONNECTION DETAIL 13 TYPICAL WOOD POST TO WOOD BEAM DETAIL 14 TYPICAL MULTI-MEMBER CONNECTION DETAIL AS NOTED SCALE S - 301 S-301 SCALE: 1"=1'-0" S-301 SCALE: N.T.S. S-301 SCALE: 3/4"=1'-0" Z:\2024 Projects\158-Nemschick Silverman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\06. -JPCE-2025 Smith Rd.-Details.dwg ALLOWABLE HOLES - TJI@ Joists ALLOWABLE HOLES - Beams and Headers 2x diameter of the largest hole (minimum) FASTENER SCHEDULE FOR STRUCTURAL MEMBERS FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS holes field cut 5ee Table A 5ee Table B 1 FLOOR FRAMING holes In 1 iz hole may be cut 1i3 depth ROOF FRAMING hatched See Table A ee Table anywhere in web out- JOIST TO SILL OR GIRDER TOE NAILED 4)8d PER JOIST zones side ha ched zone 0 Allowed hole zone 90RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER BRIDGING TO JOIST,TOE NAILED 2 EACH END DO NOT O o o CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST BLOCKING TO JOIST,TOE NAILED 2 8d EACH END 6„ ❑ O ❑ 6„ cut or notch flange. Cut only round holes and 0 1/3 depth 0 0 CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP BLOCKING TO SILL OR TOP PLATE TOE NAILED 16d EACH BLOCK L1 2 x Q DI L2 2 x L2 D2 only in the center of beam. CEILING JOIST,LAPS OVER PARTITIONS, FACE NAILED (5)16d EACH LAP LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST JOIST ON LEDGER TO BEAM TOE NAILED 6" minimum minimum ROUND HOLE CHART COLLAR TIE TO RAFTER,FACE NAILED (3)8d PER TIE ( ) 3 8d PER JOIST (applies to all 1/ San Allowed hole zone 1/3 $ an BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END BAND JOIST TO JOIST END NAILED (3)16d PER JOIST holes Do not cut holes 3 p p BEAM DEPTH MAXIMUM ROUND RIM BOARD TO RAFTER,END NAILED (2)16d EACH END BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2 16d PER FOOT except knockouts) larger than 1+"in cantilever HOLE SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2 16d 12"O.C. ROOF RAFTERS TO RIDGE DO NOT STRUCTURAL PANELS 8d 12"-24"O.C. cut holes in cantilever 4�8" 1 TOE NAIL 4 16d PER RAFTER reinforcement. For uniformly loaded beams only. 51 1 WALL FRAMING FACE NAIL (3)16d PER RAFTER Table A - End Support Rectangular holes are not allowed. a Minimum distance from edge of hole to inside face of nearest end support 7/4 1 ' to 20" 12" TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE No holes in cantilevers. See illustration for Allowed Hole Zone TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE 2" 3" 4" 61h" 8%,- 11" 13" 2" 3" 4" 6V 87r3" 11•' 13" FACE NAILED (2)16d 24"O.C. 110 T-0" T-6" Z-O" 5'-0" 1'4" T-6" 2'-6" 4'-6" NO holes In headers Or beams In plant( orientation. STUD TO STUD FACE NAILED 16d 16"O.C.ALONG EDGES 210 T-0" T-6" T-O" 5'-0" 1'-0" Z-O" 7-6" 5'-0" TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 9'h 230 1'-0" 2'-0" 2'-6" 5'-6" 1'-0" 7-0" S-0" 5'-0" BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT 360 1'-6" 7-01' T-O" 6-0" 1'-6" T-6" 3'-6" 5'-6" 1 2 110 1'-0" 1'-0" T-0" 2'•6" 5'-0" 1'-0" 1'-0" 1'-6" 4'-6" 6-10'.'• STUD TO SOLE PLATE TOE NAILED 2 8d 16d OR 2 "16d PER FOOT 210 '-0" 1'-0" 1'-0" 2'-6" 5'-6" 1'-0" 1'-0" T-O" F-O" 6'-6" DOUBLE TOP PLATES g"END NAILED ( )16 12 O.C. 11 7 230 1'-0" 1'-0" 1'-0" 3'-0" 6-0" 1'-0" 1'-0" 2'-0" 5'-6" 7'-0" DOUBLE TOP PLATES, MINIMUM 48-INCHES OFFSET OF END (8)16d 360 1'-0" 1'-0" 1'-6" 4'-6" T-O" 1'-0" T-0" 7-6" 6-6" T-6" JOINTS,FACE NAIL IN LAPPED AREA 560 1'4- 1'-0" T-6" 5'-0" 8'4" 1'-0" T-0" S-6" T-O" F-0" BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGE 110 1'-0" 1'-0" 1'-0" 1'-0" 2'6" 5'-0" 1'-0" 1'-0" 1'-0" 3'6" 6'-0" 8'-0" 210 1'-0" 1'-0" 1'-0" 1'.0" 3'-0" 6-0" 1'-0" 1'-0" 1'-0" 4'-0" 6'.6" 8'-0" CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d 14" 230 T.0" 1'-0" 1'4" T-6" 3'-6" 6-6" 1'-0" 1'-0" 1'-0" 4'-0" T-0" V-0" CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE 360 T-0" 1'-0"1 T-O" T-6"1 6-6"1 8'-0" I 1'-0" 1'-0" 1'-0" F-6"1 8'-0" 9'-6" 560 1'4" 1'-0"I 1'-0" 2'-6" 6-0" 9'-0" 1'-0" 1'-0" 1'-6" 6'-6" 9'-0" 10'-0" 210 T-O)" 1'-0" T-O" T-O" 1'-6" 3'-6" 6-0" 1'-0" T-0" 1'-0" 7-6" 6-15" 8'-0" 10'-6" 16" 230 T-0" 1'-0" 1'-0" T-O" 2'4• 4'4• 6-6" 1'-0" 1'-0" 1'4" T-O" 7'4" 91_0" 11'-0" 360 T-O" 1'-0" 1'-0" T-O" T-O" 6-0" 9'-0" 1'-0" 1'-0" 1'-0" 4'-0" 9'-0" 10'-0" 1 V-6" 560 T-0" 1'0" 1'-0" 1'— T-0" 4" 6" 8" 10" 12" 15" 17" 4" 6" 8" 10" 12" 15" 17" BLOCKING PANELS TRUS JOIST RIM BOARD 360 T-0" 1'-0" 1'-0" 7-0" 5'-0" 10'-0" 1'-0" 1'-0" 5'-0" 10'-0" 11'-0" 13'-0" WEB STIFFENERS REQ'D MAYBE REQUIRED WITH OR BLOCKING FOR 18 560 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 11'_0" 1'-0" 1'-6" 6-6" 11'-0" 12'-0" W-6" BLOCKING PANEL 2X_STUD EACH SIDE AT B3 LATERAL SUPPORT 360 T-O" 1'-0" 1'-0" 1'-0" 7-0" T-O" 10'-6" 1'-0" 1'-0" 2'-6" 8'-0" 11'-6" 14'-0" 15'-0" WALL AT 1 SHEAR WALLS ABOVE OR 20' 560 1'-0" 1'-0" 1'-0" T-O" 1'-0" 7'-0" 11'-0" 1'-0" 1'-0" 4'-0" 9'-6" 12'-6' 14'-6" 15'-6" 16" PLATE NAIL-16D(3�)BOX PLATE NAIL-16D(31'")BOX BELOW-SEE DETAIL B1 ON AT 12"ON-CENTER AT 12"ON-CENTER 2 Table B - Intermediate or Cantilever Support ON-CENTER LOAD BEARING OR SHEAR WALL Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support FLOOR PANEL NAIL-80(22') FLOOR PANEL NAIL-8D(21")COMMON AT 6"ON-CENTER ABOVE(MUST STACK OVER WALL COMMON AT 6"ON-CENTER BELOW) DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2„ 3" 4" 61h7 8It. 11" 13� 2. 3.. 4" 6�„ 8-y„ 11" 13" BLOCKING 110 1'-6" T-6" T-O" T-6" 1'-6" 2'-6" T-6" 6'-6" 1�"TRUS 1"OR 11" PANEL 210 T-0" 2'-6" X-6" T-6" 2'-0" 3'-0" 4'-0" T-0" J�IST RIM PARALL.AMe PSL OR 9'h 230 2'6" 3'-0" 4'-0" 8'-0" 2'6" 3'-0" 4'-6" 7'G" TRUS JOIST 2X4 MINIMUM Al BOARD RIM BOARD* SQUASH BLOCKS O INTERMEDIATE BEARING TIMBERSTRANDe LSL 360 T-O" 4'-0" 5'-6" 9'-0" T.0" 4'-6" 5'-6" 8'-0" 63 3W NO LOAD BEARING WALL ABOVE COLUMN 110 1'-0" 1'-0" T-6" 4'-0" 8'-0" 1'-0" 1'-6" T-6" 6'-6" 9'-0" 12" TOE NAIL-10D(3")BOX TOE NAIL-10D(3")BOX 210 1'-0" 1'-0" 2'-0" 4'-6" Y-O" 1'-0" 7-0" T-0" T-8" 10'-0" MIN. AT 6"ON-CENTER AT 6"ON-CENTER LOAD BEARING OR SHEAR WALL L1 BEARING AT WALL ' 230 1'-0" 2'-0" 2'6" 5'-0" 9'6" 1'-0" 2'6" 3'6" 8'-0" 10'-0" ABOVE(MUST STACK OVER WALL 360 Z-0" T-0" 4'-0" T-O" 11'-0" Z-0" T-6" 5'-0" 9'-6" 11'-0" B1 1 W BELOW WHEN PRESENT) 560 1'•6" T-0" 4'4" 8'-0" 12'-0" 3'-0" 4'-6" 6'-0" 10'-0" 12'-0" BOUNDARY NAILING 110 1'-0" 1'-0" 1'-0" Z-O" 4'-6" 8'-0" 1'-0" 1'-0" 1'-0" 5'-0" 9'-0" 12'-0" -8D(21")COMMON REMOVE TONGUE AND GROOV +tiB BLOCKING 210 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 9'-0" 1'-0" 1'-0" 7-0" 6'-0" 10-4' 12'-6" AT 4"3N-CENTER* FROM FLOOR PANEL EDGES WEB STIFFENER PANEL 14" 230 1'-0" 1'-0" 1'-0" 3'-0" 5'6" 10'-0" 1'-0" 1'-0" 2'6" 6'-0" 10'6" 13'-0. INSTALL PROPER SUPPORTED BY V E-RINIe TO REQUIRED EACH BLOCKING TO SUPPORT SIDE AT B1 W AND 360 1'-0" 1'-0" 2'-0" 5'-6" 8'-6" 12'-6" T-O" 2'-0" 4'-0" 9'-0" 12'-0" 14'-0" ALL PANEL EDGES ENSURE QUALITY NAILING. B2W 560 l'-0" T-0" 11-6" 5'-6" 91-6" 13'-6" T-O" 3'-0" 5'-0" 10'-0" 13'-6" 16-0" 210 1'-0" 1'-0" 1'-0" T-0" T-0" 5'-6" 9'-6" T-0" 1'-0" 1'-0" 4'-6" 9'-0" 12'-6" 16-6" *CONVENTIONAL CONSTRUCTION CODE 62 2W END OF JOISTS STRAP PER CODE IF TOP 230 1'-0" 1'-0" T-0" T-6" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" 1'-0" F-0" 10'-6" 13'-0" 16'-0" 3.4 *SEE TRUS JOIST FRAMER'S POCKET GUIDE MINIMUM FOR USE WITH A3 ONLY.SEE 16" FOR ADDITIONAL INSTALLATION A3 3.1 3.2 3.3 - AT PLATE IS NOT 360 1'-0" 1'-0" 1'-0" 3'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 7'-6" 13'-0" 14'-6" 17'-0" SPECIFICATIONS. TRUS JOIST FRAMER'S POCKET GUIDE FOR CENTERLINE CONTINUOUS OVER 560 1.41. 1'-0" 1'-01, 2'6" 7'-0" 11'-0" W-0" 1'-0" 1'-0" T-6" 9'-0" W-6" 16'-0" 18'-0" A3.1 A3.3 INSTALLATION SPECIFICATIONS. OF SUPPORT HEADER TJI®RIM JOIST 4" 6" 8" 10" 12" 15" 17" 4" 6" 8" 10" 12" 16" 17" 0 1. 360 1'_0.. 1�_O., 3�_0" 6-13" 9'_0" 15-0" 1'_0.. 4'_0.. 9-_0�' 14'-6" 16-15" 19'-0.' A2 MUST HAVE 1a'MINIMUM JOIST B4 18 560 T-O" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 6'-0" 11'-6" 16'-0" 18'-0" 20'-0" BEARING AT ENDS 360 1'4' 1'-0" T-O" T-0" 6'-0" 11'-0" 15'-6" T-O" 1'-6" T-0" 12'-6" 16'-0" 19'-0" 21'-0" 20" 560 1'-0" 1'-0" T-0" T-8" F-6" 12'-0" 16'-0" 1'-0" 3'-0" 8'-6" 14'-0" 17'-6' 19'-6" 20'-6" Rectangular holes based on measurement of longest side. Holes may be located vertically anywhere within the web.Leave 1D"of web(minimum)at top and bottom of hole. 6'_0"LENGTH OF TJI® 8"DIAMETER MAXIMUM HOLE FOR Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. 111"-16"DEEP BLOCKING NAIL TRUS JOIST RIM JOIST REINFORCEMENT TRUS JOIST For simple span(5'minimum)uniformly loaded joists meeting the requirements of current Trus Joist product guides,one maximum 8"DIAMETER MAXIMUM HOLE FOR AND FILLER BLOCK.USE RIM BOARD BOARD TO BLOCKING 4'-0"LENGTH OF PA ELS;6"DIAMETER MAXIMUM 117g"�-16"DEEP BLOCKING � ATTACH REINFORCEMENT WITH CONNECTIONS size round hole may be located at the center of the joist sparprovided no other holes occur in the joist. WEB —8"DIAMETER MAXIMUM HOLE FOR 331 4'-0"LENGTH WITH FOR BLOCKING PANELn DEEP STIFFENERS REINFORCEMENT PANELS;6"DIAMETER MAXIMUM 91"AND 111"TJI®JOISTS. OR SHORTER THAN 12"LONG. TO JOIST WITH ONE 8D(�') EQUIVALENT TO BEARING FOR DOOR Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or 11 Z"-20"DEEP BLOCKING + COMMON NAIL AT EACH DECKING SCHEDULE LOCKING PANEL BETWEEN EACH LZ hole REQUIRED E ON ONE SIDE AT E2, FOR BLOCKING PANELS9 DEEP 2 B DO NOT CUT FLANGES. SIDE AT E1 W PA�tELS;6"DIAMETER MAXIMUM OR SHORTER THAN 12"tONG. CORNER JOIST.NAIL TO TOP PLATE WITH OR WINDOW configurations contact our Trus Joist representative. FOR BLOCKING PANELS19DEEP BOTH SIDES E3 9 Y OR SHORTER THAN 12"LONG. DO NOT CUT FLANGES. TRUS JOIST CONNECTIONS EQUIVALENT TO HEADER DO NOT CUT FLANGES. RIM BOARD 12"LENGTH OF 4" DECKING SCHEDULE. TRUS JOIST REINFORCEMENT RIM BOARD ATTACH REINFORCEMENT ON ONE SIDE AT 12"LENGTH E 4" ATTACH REINFORCEMENT E5,BOTH SIDES AT REINFORCEMENT TO JOIST WEB WITH 3 ROWS ON ONE SIDE AT E7, TO JOIST WITH 8D(21'") 10D(3")COMMON NAILS AT 6" E6 BOTH SIDES AT E8 TRUS JOIST RIM COMMON NAILS AT 6'ON- ON-CENTER, CLINCHED.USE BOARD CENTER.WHEN 2 ROWS WITH 9z"AND 11$' 0 REINFORCING BOTH SIDES, TJI®JOISTS. STAGGER NAILS. 2 v LESS THAN 5" J.PO NTI E RI P.E. D.P.C. FACE GRAIN p� 0 LESS THAN 5" HORIZONTAL E5 E6 ATTACH REINFORCEMENT TO JOIST ENGINEERING & CONSULTING E7 E$ WITH ONE 8D(4')COMMON NAIL TOP FLANGE 6 ewl E2 E3 E4 NOT FOR USE WITH 31"TJI®JOIST FLANGE WIDTHS AT EACH CORNER HANGER O O 16 Commercial Blvd. OF NEw yFACE MO 0 HANGER UNT Suite 1A ��Q'� p,LAN po � Medford, NY 11763 �0 OPTION#1: BEAM TO 631.320.1040 telephone TJIe JOIST BLOCKING WITH END BLOCKS INSTALLED O AT 1 JOIST SPAN LOCATIONS USING TWO 8D(21") L3 BEAM Office@jp-ce.com W NAIL THROUGH 2X_,WOOD BACKER AND APPLY SUBFLOOR B0� NAILS OR22'SCREWS,TYPICAL 2 LOAD FROM CONNECTION t� BLOCKING PANEL TJI®JOIST WEB WITH 2 ROWS 1 OD ADHESIVE TO ALL ABOVE (3")COMMON NAILS AT 6"ON-CENTER, CONTACT SURFACES SEE CURRENT TRUS JOIST N sicecr a �� CLINCHED.USE 16D(31")NAILS WITH FILLER BLOCK:ATTACH WITH TEN 10D(3") BEARING PLATE: LITERATURE FOR FRAMING 097859 � 3Z'TJIe JOIST FLANGE V1 IDTHS. BOX NAILS,CLINCHED.USE TEN 16D(4") 1" FLUSH PLATE WITH CONNECTORS 10 BOX NAILS FROM EACH SIDE WITH 3 INSIDE FACE OF WALL r0 I IRCFEssICNP TJIe JOIST FLANGE WIDTHS.USE FIFTEEN OR BEAM �ti 6 NAILS WITH TJIe JOIST DEPTHS GREATER • % I IT IS AVIOLATION OFSECTION 7209 OF ARTICLE 145 OFTHE NEW J WEB STIFFENERS THAN 16". YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY BACKER BLOCK: INSTALL CONSULTING ENGINEERS DOCUMENTTHAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, REQUIRED IF SIDES OF UNLESS THE PERSON IS ACTING UNDER THE DIRECTION OF A HANGER DO NOT TIGHT TO TOP FLANGE(TIGHT TO BOTTOM FLANGE WITH OPTION#2: LICENSED PROFESSIONAL ENGINEER LATERALLY SUPPORT AT 2X_STRAPPING INSTALLED A TOP LEAST 3"OF TJIe JOIST FACE MOUNT HANGERS). AT 1 JOIST SPAN 2X4 MINIMU 2025 SMITH ROAD, WOOD p� a p�5 FLANGE TOP FLANGE ATTACH WITH TEN 10D(3")BOX L06ATIONS USING TWO12 SQUASH NAILS�\ LO ,CLINCHED WHEN 2 BACKER g HANGER POSSIBLE. SCREWS PER JOIST BLOCK PFOR���II BACKERBLOCK PROPOSED STRUCTURAL DRAWINGS FACE BOTH SIDES OF OPTION#3: USE 2X4 MINIMUM SQUASH BLOCKS MOUNT WEB WITH SINGLE DIRECTLY APPLIED CEILING HANGER TJI®JOIST H3 CS TO TRANSFER LOAD AROUND TAD JOIST WHEN SPECIFIED ON THE LAYOUT,ONE ! ISSUE DATE ISSUED FOR H2 PB1 OR MORE OF THE THREE BRACING O F1 H1 OPTIONS SHOWN MUST BE INSTALLED BEARING AT 11/1/2024 ISSUED FOR FILING L4 CONCRETE WALL 2X4 ONE SIDE.USE 2X6 IF PROTECT UNTREATED WOOD JOIST SPACING IS GREATER FROM LSTA24(SIMPSON OR USP)STRAP WITH LSTA18(SIMPSON OR USP)STRAP THAN 24"ON-CENTER. DIRECT CONTACT WITH CONCRETE TWELVE 10D X 11"NAILS REQUIRED AT H5S WITH SLOPES GREATER THAN 3"PER WITH TWELVE 10D X 2"NAILS bp L WALL OT �J� V-CUT SHEAR DOUBLE JOIST BLOCKING-TRUS JOIST MAY BE REQUIRED L RIM B ARD WHEN L EXCEEDS JOIST SPACING VERIFY PARALLAMe PSL OR TIMBERSTRANDs LSL COLUMN STRAP NAILS: BLOCKING CAPACITY AND BEAM AS STRAP NAILS: LEAVE 21" 10D(3")BOX BEARING LENGTH. LEAVE 23" REQUIRED MINIMUM END NAILS AT 8" SEE CURRENT MINIMUM END DISTANCE ON-CENTER TRUS JOIST DISTANCE LITERATURE. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE 2X_OVERHANG. PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS VARIABLE SLOPE JOIST BEVELED NOTCH AROUND DOUBLE BEVELED TJIe JOIST TOP COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT HANGER.VERIFY 2X4 BLOCK CAPACITY AND DEPTH BEARING PLATE WHEN p END FLANGE. OF THE LAW. LIMITATIONS. SLOPE EXCEEDS 4'PER 2 �� WALL FOOT t� BEVELED WEB PROJECT#: 2024.158.02 DRAWING TITLE STIFFENERS ON BOTH H5 5S R14 O SIDES O L5 BEARING AT COLUMN DRAWN BY T11 DETAILSSS � Rg BIRDSMOUTH CUT ALLOWED AT O O OLOWO END OF JOIST ONLY 10/1/2024 DATE DRAWING NUMBER NOTE: AS NOTED UNLESS OTHERWISE SPECIFIED,ALL DETAILS SCALE S - 303 SHOWN ON THIS PAGE ARE STANDARD TJI FRAMING DETAILS Z:\2024 Projects\158-Nemschick Silverman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\06. -JPCE-2025 Smith Rd.- Details.dwg SHEAR WALL END POST, SEE SCHEDULE 2x BOT. AND FLOOR SIMPSON HOLD DOWNS AT ° B SHEATHING. NAIL AND WALL SHEATHING PANEL, SEE SIMPSON HOLD DOWNS AT ALL SHEAR WALL END SHEATHING TO LVL SCHEDULE ALL SHEAR WALL END POSTS SEE SCHEDULE X1 BLOCKING PER NAILING ° POSTS, SEE PLAN SHEAR WALL END POST, PATTERN "B"ON SHEATHING PANEL EDGE SHEAR WALL SEE SCHEDULE j SCHEDULE END POST (2:)- 2x TOP NAILING PER NAILING LVL FLOCKING PATTERN "A". SEE SCHEDULE SIMPSON HOLD DOWNS SOLID LVL BLOCKING ANCHORAGE HOLD DOWN TO THREADED ROD CONNECTING SIMPSON A34 FRAMING ANGLE II AT ALL SHEAR WALL THE TOP FLANGE OF STEEL HOLDS DOWNS THROUGH FLOOR, BETWEEN I-JOISTS NAIL BOTTOM AND SHEATHING II END POSTS, SEE SEE SCHEDULE THREADED ROD I I BEAM W/THREADED ROD TO BLOCKING PER NAILING SCHEDULE SIMPSON HOLD DOWNS AT ALL SIMPSON A34 FRAMING PATTERN "B" SEE SCHEDULE HOLD CONNECTED ° B OWNS SHEAR WALL END POSTS, SEE ° ANCHOR, PROVIDE (2)- THROUGH FLOOR SCHEDULE ANCHORS PER LVL BLOCKING SEE PLAN FOR JOIST SIZE AND 0 2x BLOCKING, TYP. AT ALL CONT. TIMBERSTRAND TO SPACING PANEL EDGES SHEATHING PANEL EDGE MATCH FLOOR JOIST DEPTH STEEL BEAM, SEE NAILING, PER PATTERN SHEATHING PANEL EDGE PLAN SHEAR WALL END °° ° °° °° °° °° ° °° ° °° °° ° °° "A" ON SCHEDULE NAILING PER NAILING POST, SEE SCHEDULE WALL SHEATHING PATTERN "A"SEE SCHEDULE SIMPSON HOLD DOWNS AT PANEL, SEE SCHEDULE ALL SHEAR WALL END P.T. SILL, SEE NOTE 4 POSTS, SEE PLAN SIMPSON HOLD DOWNS AT ° ON SCHEDULE SECTION B L ALL SHEAR WALL END POSTS, TOP OF FDN. WALL SEE SCHEDULE OR HAUNCH SLAB SCALE: 3/4" = V-0" HOLD DOWN DETAILS AT HOLD DOWN DETAILS AT DRILLED IN AND ADHESIVE ANCHORED ROD AT HOLD ANCHORAGE OF P.T. SILL TO FLOOR LEVELS STEEL BEAMS DOWNS AT FND. LEVEL, SEE TOP OF FND. WALL OR HAUNCH SCHEDULE FOUNDATION WALL /� SLAB, SEE SCHEDULE OR HAUNCH SLAB —/ SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" SHEAR WALL END POST, SHEAR WALL END SEE SCHEDULE POST, SEE SHEAR WALL END POST, 2x BOT. AND FLOOR SHEATHING. NAIL SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS SIMPSON HOLD DOWNS AT A AND SHEATHING TO LVL BLOCKING AT ALL SHEARWALL END ALL SHEAR WALL END PER NAILING PATTERN "B" ON WALL SHEATHING PANEL, SEE SIMPSON HOLD POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE SCHEDULE SCHEDULE DOWNS AT ALL SHEARWALL END ANCHOR HOLD DOWN POSTS, SEE PLAN WITH THREADED ROD (2)-2x THROUGH MIDDLE SHEATHING PANEL EDGE LVL BLOCKING TOP NAILING PER NAILING ° PLY OF LVL BEAM THREADED ROD CONNECTING SOLID LVL BLOCKING PATTERN "A". SEE SCHEDULE DRILL AND EPDXY ANCHOR HOLD DOWNS THROUGH FLOOR, BETWEEN I-JOISTS RODS AT HOLD DOWNS AT SEE SCHEDULE NAIL BOTTOM AND SHEATHING SIMPSON A34 FRAMING ANGLE FOUNDATION/SLAB LEVEL, TO BLOCKING PER NAILING SEE PLAN LV EAM, SEE PLAN SIMPSON HOLD DOWNS AT ALL A SIMPSON 134 FRAMING PATTERN"B"SEE SCHEDULE (3)- PLY MIN. SHEAR WALL END POSTS, SEE ANCHOR, PROVIDE (2)- SCHEDULE ANCHORS PER LVL BLOCKING 117 2x BLOCKING, TYP. AT ALL SEE PLAN FOR JOIST SIZE AND ;; 1/4"X 5"X 5" STEEL PANEL EDGES SHEATHING PANEL EDGE CONT. TIMBERSTRAND TO SPACING PLATE RECESSED NAILING, PER PATTERN MATCH FLOOR JOIST DEPTH SHEATHING PANEL EDGE INTO LVL BEAM SHEAR WALL END A ON SCHEDULE NAILING PER NAILING POST, SEE SCHEDULE WALL SHEATHING PANEL, SEE SCHEDULE PATTERN "A" SEE SCHEDULE HOLD DOWN DETAILS AT HOLD DOWN DETAILS AT P.T SILL, SEE NOTE 4 SECTION A FOUNDATION/SLAB LEVEL SIMPSON HOLD DOWNS AT ALL ° ON SCHEDULE LVL BEAMS SHEAR WALL END POSTS, SEE ° SCHEDULE ° TOP OF FDN. WALL SCALE: 3/4" = V-0" OR HAUNCH SLAB SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" DRILLED IN AND ADHESIVE ANCHORED ° ° ° ° ° ° ° ROD AT HOLD DOWNS AT FND. LEVEL, SEE ANCHORAGE OF P.T. SCHEDULE FOUNDATION WALL SILL TO TOP OF FND. J.PONTIERI, P.E., D.P.C. f OR HAUNCH SLAB WALL OR HAUNCH ENGINEERING & CONSULTING SLAB, SEE SCHEDULE 16 Commercial Blvd. ��OF NEW YO Suite 1A ��P PLAN Medford, NY 11763 Co �. 631.320.1040 telephone QOffice@jp-ce.com w z W op Zv SIMPSON HOLD DOWNS BOA 097859 COUNTERSUNK BOLT SHEAR WALL END POST, rr�AT ALL SHEARWALL END ROFESSIONP� SEE SCHEDULE POSTS, SEE PLAN ANCHOR HOLD DOWN IT IS A VIOLATION OF SECTION 7209 OF ARTICLE 14S OF THE NEW VORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER ANY WITH THREADED ROD CONSULTING ENGINEERS DOCUMENT THAT BEARS THE SEAL OF A PROFESSIONAL ENGINEER, UNLESS THE PERSON IS ACTING r — — — — THROUGH MIDDLE OF LICENSED PROFESSIONAL ENGINEER ER THE DIRECTION OFA — — — _ PLYWOOD SHEATHING/GYP SOLID BLOCKING 2025 SMITH ROAD, — — — — SEE SHEAR WALL BOARD, SEE SHEAR WALL SCHEDULE FOR NAILING SCHEDULE FOR SIZING QUANTITY AND PATTERN 4X SOLID BLOCKING PECONIC NY 11958 BETWEEN JOISTS, I I SIMPSON HD38 HOLD- RIPPED TO FIT PROPOSED STRUCTURAL DRAWINGS I I DOWN fl AR WALL FLOOR FRAMING ISSUE DATE ISSUED FOR I I 11/1/2024 ISSUED FOR FILING WALL STUDS FLOOR JOIST, TFASTEN MULT. TUD TOGETHER SEE PLAN II W/(2) ROWS OF 16D NAILS AT 18" O.C. (6" O.C. STAGGER) I , I � INTERSECTING _�_ CONDITION SHEAR WALL END DETAIL- AT WOOD SHEAR WALL AT SHEAR WALL END AT HOLD DOWN DETAILS AT TOP OF CONCRETE WALL INTERSECTIONS FLOOR FLOOR JOISTS SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND ARE THE NOTES: PROPERTY OF J.PONTIERI,P.E.,D.P.C.ANY INFRINGEMENTS ON THIS NOTES:1. CORNER CONDITION SHOWN. END CONDITION AT 1. TYPICAL AT BOTH ENDS OF WALL. SHEAR WALLS COPYRIGHTED MATERIAL WILL BE PROSECUTED TO THE FULLEST EXTENT - OPENING SIMILAR RECESSED MAY BE LOCATED ON SIDE OF WALL OR AT LAW. RECESSED STUDS TO FACILITATE INSTALLATION. PROJECT#: 2024.158.02 DRAWING TITLE SS SHEAR WALL DETAILS UKAWN ItY 10/1/2024 DATE DRAWING NUMBER AS NOTED J{ S _ ^ 0 2 SCALE Z:\2024 Projects\158- Nemschick Silverman Architects\02-2025 Smith Road, Peconic\DESIGN\ST\CAD\planset\06. -JPCE-2025 Smith Rd.-Details.dwg