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HomeMy WebLinkAbout49064-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 91 h,P6 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#: 49064 Date: 3/29/2023 Permission is hereby granted to: lannolo Marie Irvc Trt U/A 104 Arlington St Mineola, NY 115012005 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 25295 CR 48, Cutcho ue SCTM # 473889 Sec/Block/Lot# 84.-1-6.17 Pursuant to application dated 3/6/2023 and approved by the Building Inspector.. To expire on 9/27/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,537.60 CO-NEW DWELLING $50.00 Total: $2,587.60 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littL)s://wwNA,,sotitlioldto%N(Iltly.gov '".w.ftblxa.it„ sIX1 k, Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector-.-L— MAR nspector. MAR U 3 2023 Applications and forms must be filled out in their entirety.Incomplete IMU applications will not be accepted. Where the Applicant is not the owner,an C1,.,it'�t'i"S a -04,5i 1 Owner's Authorization form(Page 2)shall be completed. Date: Date:03/01/23 IT OWNER(S)OF PROPERTY: Name:Bridge Lane LLC Residence LOT 17 SCTM#1000-84-1-6.17 Project Address:5395 Bridge Lane Cutchogue NY 11935 Phone#:631-603-9092 Email:aportillo@amparchitect.com Mailing Address:P.O Box 152 Mattituck NY 11952 CONTACT PERSON: Name:Michelle Sarabia, AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:msarabia@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo AMP Architecture Mailing Address:P.O Box 152 Mattituck NY 11952 Phone#:631-603-9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION igNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 0 N Will excess fill be removed from premises? ❑YesNo 1 PROPERTY INFORMATION Existing use of property: 11nCLIAI/0 Intended use of property:3 l.i 1 /tr1k X U Zone r use district in w ich premises is situated: Are there any covenants and restrictions with respect to NO )i" this property? ❑Yes El No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The 1.n111/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 Subrnit7yrimL7te), M1W U SOfab) L Authorized Agent ❑Owner Signature of Applic Date:STATE OF NEW YORKSSL COUNTY OF 9u-C�k ) RIC&U. afvha being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the t ftp (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 �1,i,,,`A&e. ,20�3 Notary Public SAR13ARA McKINNON PROPERTY OWN IER AUTHOIRlZATION Notary Public-State Of New YOrk No.01 MC6101870 (Where the applicant is not the owner) Qualified in Suffolk County My Commission Expires Nov. 17, o residing at 162,0o (q%W(\ ►�� 1`I� �� 5Zdo hereby authorize ' ' �e to apply on my behalf t e Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Ow er's Name 2 Scott A. Russell IrST 01R.MWA.T]EIK SUPERVISOR AWANAW]EM1]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 t 53095 Main Road-SOUTHOLD,NEW YORK 11971 * — *� Town of Southold ^ 4 CHAPTER 236 - STORMWATER MANAGEMENT RIEVERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT " ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - APPLICANT: ..- - - - - - - - - - - - - - - - - — - - - - - - - - - - - - -APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME; "rtectu Antler ,Pc o, Date: 03/24/2023 Contact Information: i@ampar-Qhftctmm L.M.O&I elephnnr Nunine;l 10200 Main Rd Unit 3A, Mattituck NY 11948 Property Address / Location of Construction Site: mm 5295 Bridge Ln Cutcho ue, NY 11935 S.C.T.-M. #: 1000 District 84 01 .06.16 Section Block Lot M TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ' ®- Area of Disturbance is less than I Acre No S.P D E S. P rmit is Re wired! ® - Project does Not Discharge to Waters of the State. No S.P.D.E,S. Permit is Required ! ® - Area of Disturbance is Greater than I Acre 8 Storm-W ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.RD.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a BUildin,Q Permit. Area of Disturbance is Greater than I Acre& Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of Nevv York. THE APPLICANT MUST OBTAIN a S.P.D.E.S Permit through the Southold Town Engineenfig Department, Prior to Issuance of a Buildiric Permit. Rei iew ed By: Date: . Rtit c�9ry-�nc nrr,,a 9nia Generated by REScheck-Web Software ,r compliance Certificate Project Bridge Lane LLC Lot 17 Energy Code: 2018 IECC Location: Cutchogue, Newr Construction Type: Single-famil Project Type: New Construction Conditioned Floor Area: 2,791 Glazing Area 2 % Climate Zone: 4 (5572 ) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5395 BRIDGE LN Anthony Portillo Anthony Portillo CUTCHOGUE, NY 11935 AMP Architecture AMP Architecture 10200 Main Road 10200 Main Road Mattituck, NY 11952 Mattituck, NY 11952 631-603-9092 631-603-9092 aportillo@amparchitect.com aportillo@amparchitect.com ]'7renOs v, `p: 9.756 Better 1han w' ode Niximuri t.BA487 ,^,also I,I,i!%:: 4,111°) P" rx'lrnuin Pid.d+,U 0.'!Jo asw ,dh.C: 4,40 YW,m,.r ° I§ IYrr' ar oho i,r'M"4i,.u,+ iuV,ir.lo-ii^r r.tp'+u;k, h,rw�.'.4Cri fig i,rr^r�rili nn „t4'�h ai,r i^?„'h r,r il,7ri,;ti,riii it ul:r.-elr�ariN .f. dt 00H 5 0sIlniate ir,f n mr V; US,'pro ,;t::rp!via ,�h:,:1 ioti muir.Avr,- iu d hram:� �I,,glg ,m �.,I < la gr11 'hd{ r din the !�P', i � w- 11arr:,rHH t Corbtlaii,:wri ia,h awl R ' cFi r 11;,. I x,Ir I,�!,ab cm a�a:;Ide rlMk7&�, IPwtli, ,l;,� r IYoa ll +'hrn' l I gir Mw:'J rri'^ r1: Lhe rrrh,rinnum em rliw, o:g d6r , lro :l..q&,qkvi Br, v,rhic and +lept,P..a (,gwrewienl s, Envelope A emblie Ceiling: Flat Ceiling or Scissor Truss 875 49.0 0.0 0.026 0.026 23 23 Ceiling 1: Cathedral Ceiling 88 49.0 0.0 0.022 0°026 2 2 Ceiling above attic space: Cathedral Ceiling 897 38.0 0.0 0.027 0.026 24 23 Southeast wall: wood Frame, 16” o.c, 93 21.0 0.0 0.057 0.060 5 5 Window: Vinyl Frame 12 0.300 0.320 4 4 SHGC: 0.40 Northeast wall: wood Frame, 16" o.c. 1,163 21.0 0.0 0.057 0.060 58 61 Door: Glass Door(over 50%glazing) 48 0.300 0.320 14 15 SHGC: 0.40 Window 1:Vinyl Frame 94 0.300 0.320 28 30 SHGC: 0.40 Northwest wall: wood Frame, 16" o.c. 424 21.0 0.0 0.057 0.060 18 19 Door 1: Glass Door(over 50%glazing) 64 0.300 0.320 19 20 SHGC: 0.40 Window 2:Vinyl Frame 36 0.300 0.320 11 12 SHGC: 0,40 Project Title: Bridge Lane LLC Lot 17 � �. _... �......... ......� .... ...� � Report date: 02/15/23 Data filename: Page 1 of 2 Southwest Wall: Wood Frame, 16" o.c. 1,016 21.0 0.0 0.057 0.060 31 33 Door 2: Glass Door(over 50% glazing) 256 0.300 0.320 77 82 SHGC: 0.40 Window 3: Vinyl Frame 211 0.300 0.320 63 68 SHGC: 0.40 Floor: All-Wood joist/Truss 1,916 30.0 0.0 0.033 0.047 63 90 Compliance Statornent: The proposed building design described here is cwisistent with they building plans, spe cificadouros and other calculations submitted with the pusrmit application. 1he proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed In the R Scheck, Inspection Checklust. N—w. am...e-T7�Title ..... .. ...._ ........... _........ . , , ........ ...... "Date .. " ...........__.. �. Signature Project Title: Bridge....LaneReport LLC Lot 17 p 02/15/23 Data filename: Page 2 of 2 2018 IECC Energy cate�q 1p m N7 / YEff Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): 16 .. Window 0.30 0.40 Door 0.30 0.40 pp � ti5����III w M Heating System: Cooling System, Water Heater: Name: Date: Comments --_ - .� �oszcT ♦c we 'sem o a1. Y s ,x tins g — s��ea .ew_l x ecv - - a� i l 4 1 U : � �:a, r A i �• <rpc U �y � i p ry, F, -7 ee + - m cxcass rooao-w-n+m ��+ '� 'PROJECT: Q \ BRIDGE LANE LLC ^ � ', LOT 17-SEPTIC r y 25295 COUNTY RD 48 e CUTCHOGUE,NY 11935 DRAWING TITLE: ,,�.< _� a-�-°•.� NOTES f f 6RE INPoRMAt1ON SITE PLAPI P HrALTH DEoART'-I N e v _ 7 PAGE SP-101.00 1O(26/22�I F - -- mac a _ti_ 7j = Off' LOGATION MAP SITE PLAN IeAF"..- L SITE PLAN HATCH KEY: Q PROPOSED DWELLING 8 GARAGE rpm% MITI! 0 PROPOSED I.G. POOL ._ w Ln Ln / / / .u.,� .a.✓ w Q t af A� O Co \2� O FIELD CROPS L O � LnZd- i ` ^ .- - t- ow t000000000 -JE C-4 74 0 C) Lo m _ < O L1- m O ' I §}, <5' ay'',r'"' " " §4.+ '" fir. , ... ,q y rt+. •' ,a Z,. ' , y ^t'X , ,,,,.+ay 1J O j.� �'« 'Ar 4j i PROP. POOL f d _ '. max ' �Ip°2 PROP. POOL ` i B > '�"• e '' ~- ' ;�° "'"<rq i ENCLOSURE 1g ar`+'' ENCLOSURE '3= r _.. FENCE �'' f'I'r + 9 ,.Y > s .� �/. r_ �'" IL_Rz FENCE f•. to ' +� �. •:I ;.; n -!' •, �}�.k - SUBJECT PROPERTY - cf � * •` !,�� gq : ;' ..,�«' .. Es •µr _ .. a�d ,r.�_ - , n - .. ' •'Tr''t' __ .i" ,.^. i xr `-/ EL.=54.2- �� SITE LAYOUT NOTES: F9 \� I. THIS IS AN ARGHITEGT'S SITE PLAN S IS tN SUBJECT TO VERIFICATION BY A LICENSED c � .; tsar w, u. " ', ; - ,•.a.:. �:. W PROP. 4 �O, ` . t _ _ M .•,- 4 t..q� �,..•. POOL N SURVEYOR. THE INFORMATION ' ;�, - - , _a fes_ -, = { _ "`� PROP. 8'(p (00 /NG\Q \. o, REPRESENTED ON THIS SITE PLAN IS TO THEti, r ,` ?, _..._. ,�- _a.._. .m -_ .� .�,._ ,.';a� �"- ..__• ', � c : _�_J c4 'gJ �N .�DRYWELL r :. �' .:qa _ - �1..'.K} o DRYWELL r 1 / _� ARCHITECT'S BEST OF KNOWLEDGE. ` � ,�•"'.. �4 a „. •- N � �,. .r�, r �, .�,, ' err' ;+, •., a. '� ; 0 SELF ry. 2.SURVEY INFORMATION WAS OBTAINED x y,�r " CLOSING /^ FROM A SURVEY DATED AUGUST I6, 2022 1 GATE \_ AND PREPARED BY: - POOL EQUIP. SCREEN :� o. YOUNG 8 YOUNG WALL I c 36' \'o \sl 400 OSTRANDER AVENUE 1 IN-GR ND POOL „ 16.4' ����� 28.5' RIVERHEAD, N.Y. 11901 PROP. BURIED (SEP A FILING) TELEPHONE: (516) 72-1-2:305 LOCATION MAP RENDERI NO - -----NATURAL G?�S LINE --r ---Ii1 � ' u .C` ��� -- ----------`--- --- 5 I - \PTIO - o \ 3 � SCALE: NTS SCALE: NTS (� � � - PROP. WATER .SUPPLY LINE' �/ ON GRADE Q ENTRY STAIR D 1 -- �i / DWELLING 8 GARAGE COVERED \ F R 0 J E�T 5�0 F E : F A D E <E vN1pL 8.0' w/ BASEMENT rp z Q (6 BEDROOMS) N PATIO ` 1 @'-r �O p D' / _ p GAR. EL.=54.0 SELF 0 0-001 .00 PROJECT LOCATION &SCOPE PROP. 8 7C PRO. / / / 6'x12' S CLOSING ` VACANT LOT -PROFOSED I 2 STORY FRAME DNELL I NO OARAS E Q DRYWELL I I ( -: GATE SITE PLAN & ZONING DATA 1 �, COVERED 1 -FROFOSED IN-GROUND POOL STOOP - 1 - -- -- --- -- --- - ` -FROFOSED I/A ONTS _ 1 AG PAD. 20 0- 0'-FRONT YARD SETBACK .O' 20.0' I i -- --- O I PROP. 8'm GENERAL NOTES j of r' TEST DRYWELL ` ENERGY TABLE HOLE #2 STRUCTURAL DESIGN CHARTS �T DATA : 25.01.-- 30.0' \ ------- --- ------------- ----------------- O PERVIOUS DRIVEWAY HOLDOWN, ANCHOR BOLT, o� i PARKING \ PROJECT Z N u STRAPPING, & NAILING DETAILS �PRO.L 111.51 / O INC DATA FASTENING SCHEDULE - --- ------ s - -- - - 1 ► ELECT. - - -- ---------------------------- -- ----- - - - - ------ -- � �E.P.i ��l� �� FRAMING GRAPHICS I _. I METER 1000-84-I-6.17 EL.=53.80' PRO. PRO. I ` TAX MAP # 1 L.P. L.P. _-- PROF. BURIED ELECTRIC LINE__ BEAM CONNECTION PATTERNS ZONING D15TRICT �I - - AG / NG - I ° \ LOT AREA - VACANT LOT 0.9 ACRES FIREBLOCKING DETAILS „ N19 23'20"W 161.77' _ ` \\ SUFFOLK COUNTY HD APPROVAL - I -- PERMIT # - - PENDING \ � 1 �\_ � � � «�� PROPOSED FOUNDATION PLAN N I� \ ` -- -- - - - - - -- - - -- --- z \ PROPOSED PROPOSED 1 N \ HABITABLE GROSS a \ SPACE -==AREA -- - - - - - v A- 102 .00 PROPOSED FIRST FLOOR PLAN FIRST FLOOR AREA ( 1,916 S.F. 11 2556 S.F. - - - - \ 875 S.F. I - - - l \ SECOND FLOOR AREA _J� 875 S.F.=_ i __-- \ AREA TOTALS jl 2,7 15.0 S.F. 3,431.0 S.F. ---=_- - - - - A- 105.00 I PROPOSED SECOND FLOOR PLAN a o SOUTHOLD TOWN CODE 280-20-7 (A)(1) I PROJECT: LOT SIZE / AREA IN 40,195.0 S.F. 195.0 S.F. ALLOWABLE TOTAL EXGE55 OF 40,000 GFA _ _GFA - ---- - TESTHOLE #2DATA \ o - _ ---_ __ - -= - --- - - _ - -_- .- -201 .00 PROPOSED EXTERIOR ELEVATIONS BRIDGE LANE LLC FROM FILED MAP \ \ (e) LOTS CONTAINING UP 1,100 S.F. VACANT LOT w/ \ �� � TO 80,000 S.F. RESIDENCE � � ALLOWABLE S.F. / PLUS 595 I DWELLING \ O \ OF EXGE55 LOT AREA 5,100.0 S.F. 9.8 S.F. 5,109.8 S.F. 4,056 S.F. 0.0 (PUBLIC WATER ` ` oVER 40,000V PROPOSED EXTERIOR ELEVATIONS PROPOSED) \\off, - - A-202 .005395 BRIDGE LANE LOAM ` \\` \� LOT COVERAGE '�� CUTCHOGUE, NY 11935 4.0' -- 6i \ 90 LOT - - ---- - - -._ \\ DESCRIPTION (FOOTPRINT) AREA I . _ COVERAGE BUILDING SECTIONS DRAWING-TITLE: \\ TOTAL LOT AREA 40,195 S.F. PROJECT LOCATION & SCOPE EL.=52.20' -- _____A___ - -- - , \ PROP. HOUSE 4 GARAGE 2 681 S.F. 6.796 SITE PLAN & ZONING DATA SAND t \ \\ � � ' i PROP. INGROUND POOL 648 S.F. 1.696 -�0 .00 DESIGN DETAILS \ PROP. STOOPS I 136 S.F. 0.396 PROP. UTILITY POLE w/ PROP. PATIOS >8" ABOVE GRADE 1,471 S.F. 3.790 PAGE: BURIED ELECTRIC LINES TO -- BOTH ADJOINING LOTS ` TOTAL AREA OF ALL STRUCTURES 4936 S.F. 12.395 0 0 -- E- _ -- - -- �_ O .00 PROPOSED STRUCTURAL PLANS "MAXIMUM LOT COVERAGE ALLOWED - :20% COMMENTS:NOCROUNDWATER ---- ENOOUWERED. EL.=52.52' Gjw\ �i - -- -- --- - - -- -- - z -- -- --- - - - -- DRAINAGE SYSTEM CALCULATIONS_ \" DING - Q D SETBACKS - MAIN BUIL - - _-- -- II _ PROPOSED STRUCTURAL PLANS DATE: 02/15/23 ROOF AREA= 2,556 Sq. Ft. / - I 0 2 ,0 0 1 OF 15 2,556 Sq. Ft. X 0.17= 435 /� v FLAG LOT REQUIRED EXIST. PROPOSED COMPLIES PROVIDE (3) 8'0 X 3.5' DEEP DEEF' DRYWELLS / 435/42.2= 10.3 VERTICAL FT. OF 8 DIA POOL REQUIRED FRONT YARD 750.0 0.0 50.0 YES • A MINIMUM OF 10' SEPARATION IS REQUIRED BETWEEN DRYWELLS ffi / - - 58.4' YES �i �- I �� PROPOSED STRUCTURAL PLANS ���R� p DRAINAGE SYSTEM INSTALLATION NOTES: FRONT YARD 50.0 0.0 COMPONENTSHATER , LEACHING CE LINE, FIELDS o5 WER1 COMPONENTS AND THE SIDE YARD 20.0 O.O - ' _ ' 20.8 YES �� ti I `- -REAR YARD 60.0 • A MINIMUM OF 5' SEPARATIONEDOE OF ALL FOUNDATION A13 REQUIRED BETWEEN DRYWELLS 8 - - --- -------- O.O' 80.8'- = YES CONCRETE SLABS AND PROPERTY LINES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL �- 10 � ,®Q DWV/ WATER SUPPLY RISER '--- � �. `��Yy}a&5r.,�, GAS RISER A o37qe� ��OF O S q O 90 10 'JO SITE FLAN . . SCALE: 1" = 20'-0" IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER NOTES � SPEC I F G T O CARPENTRY WOOD FRAMING MATERIAL STANDARDS }�� - -- ____ -_-_ -- -- I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER(Fb = 8FOUNDATION,CONCRETE, AND MASONRY 15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE ABBREV I A7I O I�lS 0- TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT == - - - -_ ------------ -- PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING - - - - -" _ N5 PRIOR TO W02K APPLIES TO THE NEW WORK BEING PERFORMED AND H i SPECIFICATIONS,AND BE FAMILIARIZED WITH'fFIE PLA NE A SHALL COORDINATE THE 2. ALL LUMBER IN CRAWL SPACES TO BE I5' ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BD. BOARD INSUL. ] INSULATION 0 SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF �I _ _ ___ __ GENERAL 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR F THE FIRST AND SECOND FLOORS ARE TAKEV INTO ACCOUNT. - -_ I. NO WORK TO START UNTIL APPROVED PLANTS ARE OBTAINED FROM THE GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE I BFE BASE FLOOD ELEVATION INT. INTERIOR W APPLICABLE BUILDING DEPARTMENT. 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT -_ HOL.DONN DETAILS TYF I I AL NA I L I NO/STRAPF I NO REOU I REM`ENTS FOR - -- -- FA5TENINO SCHEDULE A - ------ -- - Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER UFL I FT/ SHEAR/ I$ LA7ERP L WIND RES I STANl NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS 0 SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-003 FOR STRAPPING AND NAILING REQUIREMENTS, W AND ROUGH OPENING FRAMING REQUIREMENTS) W "ALL 5TRAPPI NC TO BE V4"x 20 GAUGE** -- "51 MPSON" EG2U I VALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE J a !� M FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL _(SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUALTABLE3.1) Q HOLDOWN 'A' HOLDOWN 'B' DESCRIPTION FA5TENER SPEC.__j FASTENER •c 0) CONNECTION A AND QUANTITY ! SPACING O NAILsINC GRID o FOR NEAT RAFTER TO RIDGE -- ---- - - -- - --- - W 8 EXIST. ROOF GE I L I NO FRAM I NO FOUNDATIONS CONNECTION: I.DIM's ARE ALL MIN.Vs BASED ON USE OF ONLY A Ibd WWO LN Z d' ENDALL ENDALL COMMON NAIL w/o PREBORED HOLES. I RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER (3) 2x FULL (3) 2x FULL 2"CORNERSTUD �' 211 N 2.WOOD 15 ASSUMED TO BE D,F,#2 b BTR. IN DRY USE — — - - --- - ---- -- -- - - --- - � E N HEIGHT STUD HEIGHT STUD ONNEGTED TO FOR STRAP - 3 a d* COMMON R.R. SERVICE X Y CORNER STUD CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST > U TRANSFER SHEAR NAILS a EA. END OF STRAP. O ONNSFERD TO FOR ROOF SLOPES UNDER 5:12 WITH • • i • �ry (E IDENT V N�IITIIAL INSTALLATION) SPLIT PPREBORE THENAIL SHOULD THE --- r� TRANSFER SHEAR � I I 4 • • • • � � Q m � � ( 'I "SIMPSON" HDQS Jam- 2-I6d COMMON SET NEV4 GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 6-003 EACH LAP •- HOLDOWN ANCHOR t O ++ to 2 I6d COMMON • �� ' � • • • ---- - ----- - - --- .}.+ .f..i LOCATIONS NOTED NAILS ® 6" O.G. 8 ROOF SPANS OF 24 OR GREATER, N 0 NAILS ® b" O.G. 8 • • 4.No MIxIN6 of NAIL SIZES OR TYPES ALLOWED knm, JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP CON PLANS �. lo" O.G. IF BLOGKE USE 4 a d COMMON NAILS a EA. Q O 0 O 0" O.G. IF BLOCKED • _ _ ! CORNER POST END OF STRAP. ?° 5.SEE SECTION b FOR ANY REQ'T To CLINCH THE NAILS(TO CORNER P05T G.J. G.TIES n 1 � TIGHTLY BOND THE END OF THE NAIL TOA 90° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 0-003 PER TIE 'SIMPSON" HPa5 THE ABOVE ASSUMES A RAFTER x; &RAPHIC BELOW -- ----- -_-- - - - - - _ ------ HOEDOWN ANCHOR® ,f� SPACING OF 16" O.G.; FOR SPACINGS ry b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED a OF 24" O.G., INCREASE NAILING BY A SE TION 12.4-PLACEMENT OF NAILS t SPIKES d TABLE ON PLANS - J ';I 1. FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON II EACH END ° CONNECTION BI B2 -- ------ — ---- ---- — _ —�� 4 F AT RAFTER TO TOP PLATE TO STUD WALL FRAMING ° - ---- U HOEDOWN INSTALLATION OPTIONS: o • GONNEGTI ON: �2 -- ---- -- - ------ -- - - - - ---- ---- - - --- ---FOR NEW P. GONG. FOUND.s 0 0 FOR f - TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOLOOWN CAST IN PLACE w/7/b"1P THREADED ROD v- STRAP 3 a d COMMON NAILS a EA. I� (� 1 END OF STRAP. • • ° WHEN IN TOWN OF 15LIF OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDET . FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • SEE I . � '. -1/b"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE ` GEOMETRY EXCEEDS THAT PERMITTED IN ! - - ---- ---- - - - - --- I — -- - - ----- �� • • • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. • CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY - -- I MAX. NAILING GRID ABOVE UTILIZE 1 ADHESIVE), 8 FOR TEMP.'S o°F-40°F USE 'SIMPSON" AT 51MP50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON j ib" O.G. ALONG EDGES i I FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD CONNECTION • FOR G.J. TO R.R. - q I6 d COMMON NAILS w/7/8"� THREADED ROD • REQUIREMENTS FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 1� PER FOOT RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW __-_--- HOLDOWN 'G' HOLDOWN 'D' 2 I6 d COMMON NAILS ! , _ FOR G.J. TO G.J. - q I6 d COMMON NAILS ! FLOOR FRAM IN 0 (n FOR NEW 8 EXIST. �_- l - --- -- ----- ---i _ FOUNDATIONS FOR NEWLY POURED GONNEGTION GI G2 • J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST n (D FOUNDATION ® ONE STORY ONLY • 1 (3) 2x FULL ENDWALL • -- HEIGHT STUD BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END CORNER STUD \ CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON - ---------- -- EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HOC& _ • HOLDOWN ANCHOR ® 2-I6d COMMON (3) 2x FULL l2 TO STUD CONNECTION: ! BLOCKING TO SILL or 3-I6d COMMON I: EACH BLOCK LOCATIONS NOTED ! NAILS a b" O.G. 8 I ;! TOP PLATE (TOE-NAIL) ON PLANS � ! 10' O.G. IF BLOCKED ° HEIGHT STUD • CORNER POST G I FOR STRAP - 3 a d COMMON �LEDOER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST ! - ' ° FOR EA. PLATE TO STUD ABOVE 8 OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON- PER JOIST 2-I6d Gd MON BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS a 6" 0.�. I BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT j 1� - - - a ROOF SHEATHING j - INTERIOR ZONE ad COMMON 6 EDGE / 12" FIELD a STRUCTURAL PANELS: I I a "SIMPSON" ST DI4 CONNECTION DI $ D2 B o KIN& PERIMETER EDGE ZONE SOLIDs ad COMMON b" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: �\ J, m EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4110.0. UP TO q RAKE OVERHANG FOR NEW P. GONG. FOUND.'s -- -- ----- ----� -_ HOLDOWN CAST IN PLACE w/7/b"� THREADED ROD ---- -- - - - - -- _ AT STUD TO FLOOR A55EMBLY TO SILL GE I L I NG SHEATHING -;;;4 FOR EXIST. P. GONG. OR NEWLY -D RED FOUND.'s / ! GYPSUM WALLBOARD Sd COOLERS 1' EDGE / 10" FIELD 7/8"� THREADED ROD (FIRE-DRILLED) EMBEDDED 12" INTO � • PLATE(S) CONNECTION: D2 CONCRETE t-4/ MPSON" SET OTH EPDXY 1/2" MIN. ADHESIVE), 8 FOIR TEMP.'s O F-4o'F USEN'SIMPSON" T FROM ° ° FOR STRAP - 3 a d* COMMON NAILS a EA. ------- -- - --- -- - (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • END OF STRAP (WRAP STRAP UNDER SILL PL.) 1 FOR EXIST. /NEW G.M.U. (GONG. BLOCK) SPECIFIED TE L/ I ° S WALL SHEATH I NCS FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLOOWN o ° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - 6' EDGE / 12" FIELD T'P. FOUND. NOTE __ w/7/b"(P THREADED ROD 2 Ib d COMMON NAILS V' �I STRUCTURAL PANELS Bd COMMON ALTERNATE CONFIGURATION - ABOVE STUD TO I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD 'I U 8d NAILS® EA.END - - -- -- - =_ ---- - -- _ ---- - - ----- _-, FLOOR CONNECTION w/ # LPT4 5IMP50N (OR ! STRAP w/(3) ! z NA I L_ I NCS/STRAFF I NIO WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO LLI EA.JOIST-(FOR - - - - - - FLOOR SHEATHING (SUBFLOOR) NOTATION: ALTERNATE USE -- - - -- - - SIMPSON H25A) I STRUCTURAL PANELS: jI A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 3.'7,P. 151) GONNEGTION E I" or LE55: ad COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUD5-ON FLAT/ I G - NUMBER OF FULL HEIGHT KING STUDS®SNOT EA. 5 DEPLY TO F HEADERR(2) (20195 1a WFGM,TABLE TABLE3 23G, P. 29 91) • - GREATER THAN I": tOd COMMON b" EDGE / 12" FIELD - - ( i • 1 ALTERNATE AS PER TABLE 3.23D,P. 293) • --- -- -------- -- - -------. _ D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. w A -_____ -D (2018 WFGM,TABLE 3."i, P. lag) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. a E - NUMBER OF JACK STUDS® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P. tab) 10 F -NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. IDE ` PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER -C ° ° ^ SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5,P. 191) ° a o ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E a ° ° ° a d° FOR STRAP - 3 8 d"` COMMON NAILS 0 EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B a ° d n END OF STRAP (WRAP STRAP UNDER SILL PL.) 51DE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE BRIDGE LANE LLC T-F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° d° g° FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - USED. RESIDENCE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) j 2 16 d COMMON NAILS i NOTATION � �;-- i � - -- SIGNAGE FOR TRUSS TYPE, PRE-ENGINEERED FROUOH A B G D E ! F G WOOD, AND/OR TIMBER GONSTRUGTION \ OPNG 5395 BRIDGE LANE -- If ! THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1 h I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE CUTCHOGUE, NY 11935 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 4 ! 1 2 2 2 2 � � /- I I� T� LT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE h 1�l AUTHORITY HAVING JURISDICTION: " - PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 5 I 3 3 3 3 BRAG I NG/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"x6" (MIN.) - - _ OR RAKES 12.OR HOLDOWN ANCHOR BOLT TOP PLATE - -- - - - BLOGKIN&2 - 1 -- ---- .-- - -- TOPOR ATDSPLICE ROISURES BMEENT 40 - �i 1 TOP PLATE SPLICE REQUIREMENTS 5AY5 BACK® LOGKNO a 1:2-PROVIDE CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING & NAILING DETAILS LENGTHu u u u " u u u " " 7 1 2 3 4 4 4 SPLICE FOR HIND - EXPOSURES B 8 C - 4'-0" O.G. \<TOAGHEIVE RAKE O.H. BE I , 11 , III , I V , OR V TO INDICATE ALL OTHER CASES ONE STORY SLAB ON GRADE - - ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF BUILDING MINIMUM SPLICE''- � BUILDING MINIMUM SPLICE'-2a'` THE NYS BG. - DIMENSION (FT.) LENGTH (FT.) ! DIMEN51ON (FT.) LENGTH (FT.) �- 5d STRAP w/(3) PAGE: - - - — —'-! Sd NAILS EA. END DESIGNATION FOR STRUCTURAL - - --- 12'-O" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, ATTIC PRE-ENGINEERED WOOD, OR TIMBER ANCHOR E3OL=T SfE� 1 F 1 PATI ONS ------ --- ---- - --- - -- - - - --- ----1� I --- - CONSTRUCTION AS FOLLOWS: Lq 003mOO 4'-O"/5'-O" �I 20, 0" s'-o" — - "F" = FLOOR FRAMING, INCLUDING SPECIFICATION (201a WFGM TABLES 3.2A 3.2B, P. 157-I60) BLOCKING 2 BAY5 - GIRDERS $ BEAMS CORNER 24'-O" 4'-O"/5'-O" j 24'-O" 6'_0" BACK® 4'-O" O.G. 4 - "R" = ROOF FRAMING CONDITION sa" FOR ALL STRUCTURES: - -- ---- - --- - - "FR" = FLOOR $ ROOF FRAMING DATE: 02/15/23 3 OF 15 • . 5/5"0 ANCHOR BOLTS a 3q" O.G. I 6_011/7'-6" 32'-0" a'-O" r SECOND FLOOR - p 35'-O" I t �D NOTES: I.TABULATED SPLICE LENOTH5 A55UME TOP PLATE-TO-TOP PLATE C CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE „ LENSTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" a'-0"/10'-O" 40'-0" II'-O° I. MIN. 7 EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS `( �� • PROVIDE AN EQUIVALENT NUMBER OF NAILS = � �i 1 END W/ 3" SQUARE WASHERS AND END NUT SETUP; —II - BACK® 4'-0° O.G. yJ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-0" 10'-O"/12'-b" 50'-0" 13'-011 ` CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL IN EXPOSURE B TYP. STRAP w/(3) STROKE �. ° r r iv TOP TWO COURSES SOLID - - - - - --- --- ----- 5d NAILS EA. END P 5.TABULATED SPLICE LENOTH5 ARE BASED ON 6 FOOT WALL 60'-O" 12'-O"/15'-O" 60'-O" I6'-O" OF EA. STRAP HEI&HT5 FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/5; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70''o" 14'-0" 70'-O' .. :, N. E LENOTH BY NO (ADTDEIITIOINAL YIGROUND UUP TO THE NEARESTFOOT): - - 80-0" -------22'-O"- �� 00� AO 3. ANCHOR BOLTS ARE TO BE BETWEEN b" $ 12" F OF � FROM ENDS AND CORNERS (TWO 0 CORNERS) a'WALL- 1.125 - - --- �I REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 10'WALL- 125 BLOCKING 2 BAYS WHITE n'HALL- 1575 RED PANTONE THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 15 FOR 10'-0"WALL #Ia7 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS - _- ---- CONTINUOUS BUILT-UP GIRDERS, 5 OR MORS SUFFORTS I }�I/� I }�I/� (THAT EXCEED FRAMING STANDARDS, IT IS REQ D FOR FRAMER TO HAVE A I 1 F I REE3LOCK I 0 FOR f=LATFORM WOOD FRAM I O Q WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) p AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: CONNECTION d 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED W DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCK I NO UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES "J 0 ---_`-----"---- ------ ----"-----"-" -- 32 MAX. " LOCATED BETWEEN ONE SIXTH AND ONE QUARTER A5 FIRE-STOPPING. NON-LOAD BEAR I NO WALL OFFSET FROM SUPPORT IIA (2)ROWS IOd NAILS 0 12"D.G. 1 >� :• THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST IN STUD SUPPORT. NO TWO O ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. STUDS B (3)ROW5 IDd NAILS 0 12"O.G. P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE {' � Z) Cy)SUBFLOOR O (2)ROWS 1/2" m BOLTS 0 12'O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE 5UBFLOOR G-__- I DBL O ENDS BUILT TkIO-PIECE GIRDER P MAX.32" PLATE SERVE AS FIRESTOPPING. �-- C0 SOLE PLATE -_- - ___ -- _ - __ - -- II(2)ROWS I/2" m BOLTS 0 Ib'D.G. l NAILING: O 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE _ TWO-PIECE GIRDE?S ARE TO BE NAILED FROM ONE L JOIST SERVES AS FIRESTOPPIN6. N SIDE WITH IOd NAILS, TWO NEAR EACH END OF i I, I E I(2)ROWS I/2 m BOLTS 0 24 O.G. Z BETWEEN I/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE O LINE; OR GIRDERS ARE A BE NAILED FROM EACH ti' 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING •- (2)ROWS 5-5/5"TRUSSLOCK SCREW5 0 12'O.G. S 1/4 OFA OF Ib INCHES BEThiEEN NAILS IN A HORIZONTAL \ 0- F SCREWED ON(1)51DE OF MEMBER i OR OF NONCOM-BU5TIBLE FILL. O N - - - - _- L O E G -- � X (2)ROWS 5-5/a•TRUSSLOCK SCREWS 0 Ib•O.C. SIDE w/ 10d NAILS, TWO NEAR EACH END OF EACH /� 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE O U SCREWED ON(i)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" i i i AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O m H -- - -------- - - -- / (2)ROWS 3-3/b'TRUSSLOGK SCREWS o 24'O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. __ - JOISTS SERVE AS FIRESTOPPING. O Lo - - -- " \� JOIST H `-_'CR_I ED ON(1)SIDE OF MEMBER MAXIMUM OFFSET THREE-PIECE = "'� '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND O O JOIST DEPTH,d J - ---- BUILT UP GIRDER MAX.52 THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d �' �-, ,I 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS (2)ROWS 5"TRUSSLOGK SCREWS 0 12"O.G. JJ � � � � O N - - - NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. /i IL w �; II \`. --{ �� SERVE AS FIRE5TOPPIN6. SCREWED ON BOTH SIDE OF MEMBER � MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU55LOGK SCREWS 0 Ib"O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K 1 PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE \ / �� 3 �'SCREWED ON BOTH SIDE OF MEMBER �; PARTITIONS ® 52" O.G. BLOCKING --- - ---- OTHERS STAGGERED w/ A DISTANCE OF NOT MORE ? ?� - 5. THE HEADER SERVES AS FIRE-5TOPPIN6. STUD L (2)ROWS 5"TRUSSLOCK SCREWS 0 24"O.G. BETWEEN 1/b SCREWED ON BOTH SIDE OF MEMBER # 1/4 OF THAN 32" BETWEEIy NAILS IN A HORIZONTAL LINE. DOUBLE PLATE -- - / �Ii__ 111 4. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED A5 / � r! --< -IO_ BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO NOTE: 7 b STRINGER TO SERVE AS FIRESTOPPING. CANTI LEVERED FLOOR 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED ��-I GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8.OR SMALLER FOR THE THREE-PECE GIRDER. /� �j -___ _ 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN B'WHEN 10°OR LARGER FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2'FROM ONE SIDE TO THE OTHER 2 / - HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH U BUILT UP GIRDER P , GIRDERS ARE TO BE SECURELY ANCHORED TO � � I SUBFLOOR /SOLE PLATE 2"x4"CONTINUOUS &ABLE END / / FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF TRUSS MASONRY PIERS, IdAILEPCOLU TO WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING n 1 m LATERAL BRAGS 0 b'o C• BOLTED TO STEEL COLUMNS. W t_L_1 BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2 LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED lOd NAILS T"5 OR AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL GJ I O)8d PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER CEILING ON NILINO ATTERNS FOR SIDE LOADED BEAM5 ( c • FLUSH SEA}-15) -LOCATIONS REGUIRUNG FIRESTOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE NAILS AS FI N6. • _ FIRE- FIRE- WOOD FIRESTOPPIN6 FIRE5TOPPIN6 - ----- --- ---------- ------— - 5TOFPIN6 STOPPING FIRE- FIRE' SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING sroFPIN6 V MULTIPLE-PIECE MEMBERS rm--- - - - JOIST --- --NAILED' �� BOLTED' VERTICAL Sd COOLER NAILS 0 10"O.G. LOCKING 2"x4"BLOCK NAILED TO EA.BRACE i22 ROWS Ibd 5 ROWS Ibd 2l OaT 14' 2 ROWS)�" 2 ROWS • w/(4) IOd NAILS COMMON COMMON BOLTS a 24• BOLTS BOLTS FIRESTOPPIN6 WHEN /'/ • • O.G.5TPB6ERED' COVERING I5 APPLIED \' o STUD 20 ga 5TRAP a I2'o C. a 12•o.c. a I2 O.G. O b"oa. \\\ GYPSUM BOA - - - — - - - -- --- - - -- - TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS T OF ! ^ DOUBLE PLATE * 5d COOLER NAILS 0 10"O.C. (10) ad NAILS BEAM SELECTION w/ 5TD. NAILING LOCATION I LOCATION 2 LOCATION 3 U /1 NOTE: ENDWALL STUD AS NOTED IN NOTES 7 4 & ° ° ° ° LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY : DENOTES ALT.FOR USE OF DRYWALL SCREWS FIREsToPPINOPPIN° 6 S NONcoME LOCATIONLOIO� W OVER STUDS,UNLE55 TOP PLATE 15 4"Q' EDGE/12"0 FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES SOLE WOOD FIRESTOPPINS OF GIRDER DESIGNED TO CARRY THE LOAD SCREWS#6 - LV4" TYPE W OR 5 FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETERD A5 THE BOLT AND SHOULD BE LOCATED 2' Two ROWS 24"O.C.o.c.STAGGERTwD Rows b•0.0. LOCATION 5 LOCATION b FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNE55 OF THE MEMBER USE WASHERS UN°ER HEAD AND NUT. C C N) 0 CD CJ @ ° OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12'. O O O 2•SPACE NOTA. ATTACHMENT G /ALLEY R,4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. IT'„ TO BE FILLED © NONCOMBUSTIBLE FIRESTOPPING 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED VHEN LOADS ARE APPLIED TO FIRESTOPFIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER � I b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'0,C.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION 7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: C STRAPPING w/ 'f.2 ROWS OF Ibd COMMON NAILS 02'O.CJ FOR DEPTHS I2.OR LESS 4 Bd NAILS LOCATION 8 FIREsroPPING LOCATION Q a EA. END a R.R. 6.5 ROWS OF Ibd COMMON NAILS 02'O GJ FOR DEPTHS OF 14•,16"t 16'. LOCATION 10 (FULL WIDTH 2"x BLOGKIN ZO N CONSTRUCTION DETAILS WIND LOAD PATH CONNECT 1 ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR5TRAPPIN& INSTL. NOT TO SCALE EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 Iod �CONTINUOUS LOVER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW b EX. R.R. AS SHOWN K I NO STUDS— PLAN TUDS PLAN VIEW OTE: SIMILAR 0 'SHED' WOOD JOIST {� WOOD JO I S ROOF,R.R. IN LINE CRIPPLE STUD_. BLOCKING JOIST HANGER HEADER ; �� 12 � GENERAL REOU I REMENTS FOR GENERAL REOU I REMENTS FOR - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER- 0 JACK STUDS WOOD GIRDER 0 J WOOD O I ST ----- - —� — - - • - - -- - MAIN MEMBER tu i moo• 30Lii 0 � Q JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL HEADER CONNEGTI ON --,.AM. I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: ,.AM.X 3 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEM I. NAILS SHALL BE DRIVEN PERPENDICULAR TO Y3 BER END, AS SHOWN ABOVE BRIDGE LANE LLC THE MEMBER,STRAIGHT THROUGH AND SENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 110° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RESIDENCE MEMBER,FOR TH15 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER - - -- —O 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD - --- -- WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE-- r) IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. 5395 BRIDGE LANE BATHTUB SUB FLOOR------- DOUBLE JOIST DOUBLE JOIST E� TOP PLATE CUTCHOGUE, NY 11935 CHIM. CHASE SECURING STD. SIDE WALL DRAWING TITLE: WALL STUD O FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (SIM. v CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR E BLK'G TO R/L SIDES w/5TRAPPIN6 TO R/L SIDES) TOP PLATE a o M Q NIND REST STANT CONSTRUCTION BONNE PAGE: GHIM. CHASE WALL 00 � z� v __ __ C I �RS _ � CONNECTION LOCATION: PART NUMBER: NOTES: G U r ■ RI DOE-TO-RAFTERS - - - ----- - -- - IL'a `' i G520 C� 2 I" APPLY TO EACH PAIR OF RAFTERS �_ Q - --- - - - -- - - z Q ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER - - DATE: 02/15/23 4 OF 15 a - - --- IL w z ROOF o o Q RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER F Q PLATE-TO-WALL STUD C520 @ 0" APPLY TO EACH WALL STUD TO ALIGN w/STR,QPPING W t---W -- - ---- - ---- - - - �,���LED A&C,' ® EA. LEVEL ABOVE THE FIRST FL. ® z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 (g 36" APPLY TO EACH WALL STUD FLOOR/GLG. ® O HEADER-TO-JACK STUD G520 C 120Af=>FL'*r 70 EACH JACX ,a CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH GRI PPLE STUD I SHEAR WALL HOLDOOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END •,,, IST. FLOOR-UNDER-SILL PLATE GS20 WRAP UNDER DOUBLE SILL PLATE O NE�J� SIDE VIEW PLAN VIEW (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWINO OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. � ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.'S. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. O E I V,E R A L 5 I✓�5 O L <E **SEF- DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER** Q EXI5TINCG TO BE DEMOLISHED NEW PARTIAL HEIGHT WINDOW CHART -- - - Q I WOOD FRAME (L.G. STL. j WHEN APPLICABLE) LAJ CLEAR - - - EGRE55 W EXISTING TO REMAIN I ROUGH OPENING WINDOW DIMENSION LIGHT VENT TAG TYPE MODEL # OPENING PROV. PRO\/. M F -{ NEW WOOD FRAME (L..G. NEW FOUNDATION WALL.O. - .. =-I--- ----------- II - WIDTH REO'D: 20" SMP PER PER f i HEIGHT REGZ'D:24" UNIT UNIT Q �' N STL WHEN APPLICABLE) WIDTH HEIGHT WIDTH HEIGHT Lo - "� OPEN REQ D: 5.-i_ .F. •� Q \\ III ----- -- - ' V --- - -- -- -- -- - -- = - - Q ' J (I) DOUBLE-HUNG TW3046 3'-2 4'-8 3'-i 4'-8 S.8 10.3�Ir 5.8 NEW I-HR FIRE RATED ® �� � ----- - - J' _ � ,'I � �I __ _ � - - -- - _ WOOD FRAME (L.G. STL. POST FOR 4 WALLS MIN. 2 2'x4" STRUCTURAL WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL . . ,_, f _. .._. . _ __ I( _. .. I! .. .... it _. .. ,.. II . : ,.. 11 - - �� �f � c � • O -- ---- -- NEW 2-HR FIRE RATED POST FOR b" WALLS), U.O.N. - .. -- -- --- -- - - -- -- -- - - --- -- - -- L �, �...N� ME ------DOOR SCHEDULE - - --- - - - --- _ � � � Z � II --- - ------ -- -- -- - - --DOOR MATERIAL W�ENDAPPLIGABLE) STL. ' - ' � .0 v v�`v G ^ i it TAG DESCRIPTION MANUFACTURER p �I N FIRE NOTES Q m -N CD Q < RATING .- v FOUNDATION PLAN NOTES WIDTH HEIGHT �- I d ! t O +� Ln I A 45 MIN. RATED { N Q }' SELF-CLOSING O TYPICAL P. GONG. FOOTING $ V4ALL CONSTRUCTION: 001 --- J 1 -011 -- �- --- SINGLE SWING I 3'-O -1 O - U • (2) 2"xb" P.T. SILL PLATES W COPPER TERMITE SHIELD 4 SILL SEAL • ANCHOR BOLTS AS PER PAGE 0-003 002 = 51NOLE SWING I I • P. GONG. FOUND. WALL AS PER DETAIL UPON ------------ • _-- __-- -__- --- _ _ -----_, -• P. GONG. FOOTING AS PER DETAIL • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING 3'-O" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN _ APPLICABLE) • AIR ENTRAIN F. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) MAS N TO • FOROEICACCOUNT T OFHALL FOR SLAB (WHEN APPLICABLE) I W ® HOLDOWN (FOUNDATION TO IST FLOOR): a HOLDOWN 'D' AS PER PAGE 6-003 • - I O BEAM POCKET (TYP) � OTYP. STL. COL.: SEE NOTED DETAIL AS PER PLAN U PAD FOOTING O 18"x18"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL -1-A/401. OIb"x8" DEEP P. GONG. CONTINUOUS FOOTING I V J AS PER DETAIL 2/A-401 (TYP) PROPOSED 18'x36' IN-GROUND POOL TO TYPICAL CLOSED FOUNDATION 4 0 ® PORCHES / PATIOS: 0. I BE INSTALLED I. SEE NOTED DETAILS z I (SEPARATE FILING) 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY p O FROM BUILDING 0. PAYER PATIO V 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER I I GRADE FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC; MASTIC 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 4 TO MAIN FOUND. NEW UN-REINFORCED P. GONG. SLAB ® I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE - I NEW REINFORCED P. GONG. SLAB p II 8B I. NEW 4" THK. P. GONG. SLAB W b"xb"-10/I0 W.W.M. UPON ' _ - - - - - - - - -- - LL: 2. b MIL POLY VAPOR BARRIER UPON - - - - - -- 3. 4" (MIN) GRAVEL BASE FREEZE PROOF HOSE BIB: 4'-2" 24--0" O FASTENED w/MA50NRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) K ELECTRICAL PANEL: 10 NEW 200 AMP ELECTRICAL PANEL LOCATION; j ALL INSTALLATION AS PER NYS ELECTRICAL CODE. , I. I I EGRESS WINDOW WELL: __--- --- - - - - - - - I II PROVIDE NEW EGRE55 WINDOW WELL 8 COVER BY Q ! .0 d 2 PROPOSED 6A5 SERVICE I 2 "ROCKWELL;bb SERIES" 66"W.X44"H. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. 6 Q O PROPOSED WATER SERVICE ( K K tt J GASMETER: U ! - - - - - - - - - - - - - -- -- - - -- - - -- - - - --- - - - -- -- - - - - - - - - - - - - - - - 2R/VENT AS PER NYS MEGA. GODS, FUEL 6A5 GODS, b 12 INSTALL NEW OAS METER REGULATC I GO. STANDARDS. GAS METER SHALL BE POSITIONED ® GO RADE - - - - A--aol NEW BASEMENT ^•4' CEILING - - - ! I Z -UNHEATED- -UNFINISHED - - -a --- - -- --- - - -- - ! I 0 FLUSH HOR. o m 001 PROVIDE SIMPSON = m U1 -- - -F.J. HANGER5I I u Q}0< LL tu OL POURED CONCRETE AND STEEL REINFORCEMENT NOTES: _z v w ul - - _. .- - - ,-_ -- - NEPq-UNASEMENTHEATED-ILIN5- <O w 0 611 p N W I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - I v p FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND ^UNFINISHED DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. _ - - - - - - - - - - - 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION r I I I PROJECT: SHALL BE DE-WATERED. THE FOUR SITE SHALL REMAIN DRY FOR O t- ENTIRETY OF POUR. CONTACT ARGHITI=GT WHEN WATER ENCOUNTERED. ® ®�- 6" -- - - - r - BRIDGE LANE L L C MASONRY O 3. POURED CONCRETE SHALL BE KEPT N'OIST FOR A MIN. OF 14 DAYS. . m N I 0 0 1 0 1 PATIO - -� o _ I ABOVE RESIDENCE L - - ' - 18'-4" _ - L - -J 4. ALL FOUNDATION WORK SHALL BE 4,C,00 P51 POURED CONCRETE AT - - - O � � 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. -- ---- 002 4 3 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O I x -- ---- - 5 CARBON STEEL A57MA615 GRADE 60. WWM FOR SLABS CO NOT 5395 BRIDGE LANE NEED TO BE EPDXY COATED. - ° ,• Q MASONRY ST OP EW - b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS = - : , I ABOVE 9 N O I I CUTCHOGUE, NY 11935 SHALL BE STAGGERED. I ° =rr 0 =rr _I `tl- MECHANICAL T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL E HARDWARE IN I I ROOM + MAINTAIN REQ. PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, ® ® HEADROOM I I I DRAWING TITLE: COVERA6ES,AND PLUMBNESS. L ; -a H- - b'-8" MINIMUM - 8. GEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT PROPOSED FOUNDATION PLAN I- � �-�- A-401 CONCRETE. m d - -- - -- BOILER COMBI UNIT PROPOSED ELECTRIC SII` A-4ol Q ry m O SERVICE HYDRONIG NEW 2 GAR CONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE A 40l GARAGE I d 10 A.H. PW I b J SLAB ON GRADE^ _ _ _ _ _ _ _ __ _ - I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF !-1 B - - - -- - - - - - - - - -- - -- - -- CONCRETE IN TEMPERATURES UNDER 4.5• F IF THAT TEMPERATURE AI301 • a °" a PAGE: HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. A-301 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. -- - --- - -- - --- -- --- - --I 4 MASONRY 5T00 ABOVE _ 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL - ( I I = STBAKWEL 0 0 CONFORM TO AGI 306. II 4. IN NO CASE SHALL CONCRETE 8E PLR..ED ON FROZEN GROUND / SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO - - _ _ DATE: 02/15/23 6 OF 15 5. IN TEMPERATURES O CAE SHALL CONCRETE BE FLARED ON ICE OR SNOW. REMOVE AS REO'D. x 2 tl 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTED WHEN NECESSARY. -7. FORMWORK SHALL BE AT A MIN. TEMFERATURE OF 33° F OR HIGHER AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 2 m 2 I 24'-O" 12'-O" �ED A�'C f 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - - s 4. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE --- -- CCC/ PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 T- -- --- _-- - -I _ -I 2'-O"�I =F 1�2'-O"1 =H �2,10 8-0 60'-O �T y, (ASTM G444/-444M, TYPES G AND E). v ••2'x22' GONG. APRON^ 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL -0. -Q ii f AREAS EXCEED ONE SQUARE INCH. - - '^ o m 0 5 10 20 yA� 0374t��' JQ� II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 24'-O" TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS GRAPH IC SCALE 1/4"=1'-0" OF NES REACHED A COMPRESSIVE STRENGTH OF 800 PSI. PROPOSED F O U I `�I D A71 O I `r�I, PLAN� 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. O S.F. HABITABLE SPACE; I,' 57 S.F. GROSS AREA SCALE: 1/4" = 1'-0" r OENERAL -- - DOOR-SCHEDULE -- -- - ---- - -- -- _ - - - - - ---- FLOOR PLAN NOTES Q NEW PARTIAL HEIGHT _ ___ WINDOW NOTE: C EXISTING TO BE DEMOLISHED - -- -- --- _..._ _____ --_ _ _._ i DOOR NOTE: WOOD FRAME (L.G. STL. O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT r� I. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN W WHEN APPLICABLE) DOOR MATERIAL- it ON PLANS BY VELD-WEN' (OR EGUAL). / CASEMENT,DOUBLE-HUNG,OR GLIDING (AS NOTED). w EXISTING TO REMAIN _ _-_ _ . 2.INSTALL NEH EXTERIOR DOORS WHEN GALLED OUTINSTALL AS PER MANU. SPEC.S. -j C; NEW FOUNDATION WALL TAG DESCRIPTION MANUFACTURER FIRE NOTES ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; NEW WOOD FRAME (L.G• 1 ' , Q N RATING 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIONATION5 d WINDOW SCHEDULE. PROPOSED;SEE DE5I5NATION5 3 DOOR SCHEDULE. 3.FOR SUBSTITUTIONS,SEE NOTE #a IN "GLASS WINDOWS Q •- STL. WHEN APPLICABLE=) G WIDTH HEIGHT 45 MIN. RATE 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PACE G-002. L0 - - - --- -- -_ -- --- _ _ -__ SELF-CLOSING - T� ----- - 11 __ __- WALLS, U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. � NEW I-HR FIRE RATED MIN. (2) 2x4' STRUCTURAL POST FOR 4" WALLS FIRST FLOOR - - - - -- - - - 5. INSTALL AS PER MANU 5PEG.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH WOOD FRAME (L.E STl_. - �� 6.PROVIDE (2) 2"x10" HDR., U.O.N. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL - - - --.--- _ l 7. SEE PAGE 0-003 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF -0 POST FOR 6 WALLS), U.O.N. 101 GLIDING ��ANDERSEN - - • • FWGI2080 l ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SWINGING,SLIDING, d BIFOLD DOORS = }- II__ _ J NEW 2-HR FIRE RATED ! - ImoI I _ _ 6.2. WITHIN 18" OF F.F. L N WOOD FRAME (L.G. STL_. --- 102 - SINGLE SWING 3_p _ • - - - O STAIR RAILING NOTE: 6.3. WITHIN 24" OF A ODOR i C Ln z '� - JJ GARAGE I. ALL NEN 5TAIR5 SHALL HAVE MAX. &-1/4" RI 8 MIN. 10" 6.4. WITHIN STAIRWAY5 d WITHIN 36" OF A LANDING •- r" v- - --- Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES 0 N WHEN APPLICABLE) r - - 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 103 SINGLE SWING ANDERSEN 3'-O" 8'-O" • • AEHID3080 >' : U --- NOT EXCEED THE SMALLEST BY MORE THAN ". 7. SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND 9 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.s. SEE PAGE "0-005" FOR NAILING 4 STRAPPING DETAILS. Imo - 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST 6'-8". WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM p ' Q m ++ - - - -- - 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: (2) 2"x10" HEADER U.D.N. SEE DOOR SCHEDULE FOR ALL GLAS.� DOORS FROM SAME MANUFACTURER - � - - � � � - FWGI2080 Lo •• �. •• • 4.1. BETWEEN CLEAR HEIGHT d HANDRAIL5: 36" MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER O ++ it O G D G - li NDERSEN - - - -- - - r 8'-O" • _--_ 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. NY5 R312.2 FOR OPERABLE NINDOWS WITH SILL HEIGHTS C N 0 WINDOW CHART 105- GLIDING ANDERSEN 8-0 �8 O I� • • FWG8080L 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN i2" Q Q --- - --- -... - -- - --- --- - -- - 5. - - -_- -----_-_- _-_-- __- HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ABOVE GRADE OR THE: ADJACENT SURFACE AT THE -- -- - EGRESS - ---LIGHT VENT=J I, - - - /E \ -- - - - - =- w CLEAR III ONE SIDE OF EACH FLIGHT OF STAIRS GONTAININ6 FOUR BUILDING EXTERIOR. FWG8050L OR MORE RISERS, AND WHERE SHOWN ON PLANS. - -_ ROUGH OPENING WINDOW DIMENSION OPENING PROV. PROV. -� - -L -- �- -- - -- - I- - - 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED 106 GLIDING ANDERSEN -O' • • TAG TYPE MODEL # --1 TEMP. EGRESS NOTE: 107 SINGLE SWING ANDERSEN 3'-O" �, 8'-O" • • AEHID3080 WALKING SURFACES LOCATED MORE THAN 30" ABOVE IN COMPLIANCE WITH NEN YORK STATE BUILDING t PER PER _�� ---- - - -- - -I -- FINISHED FLOOR OR GRADE, 8 WHERE SHOWN ON PLANS. -------- - __ WIDTH REQ'D: 20 WIDTH HEIGHT WIDTH HEIGHT--I HEIGHT REGD:24 UNIT UNIT - _ - -- - __ - - it E,SECTION 8310.2.1;THE FOLLOWING MEANS OF _OPEN REG'D: -5.7 S.F. -_ 7. 42" HIGH GUARDRAIL d SPINDLE 5PAGIN5 NOT TO GOD 108 SINGLE SWING JI - 3-O 7-O' • - - !f ALLOW PASSAGE OFA 4" SPHERE;36" HIGFf EGRESS SHALL BE FOLLOWED: _ - = - 11= -- _ = - _ CASEMENT GXWI45 - 3'-D 4'-5 Sg" - 2'-11 4'-4 - Ji - - HANDRAIL 8 SPINDLE 5PAGIN5 NOT TO ALLOW NET CLEAR OPENING........... 5.7 S.F. � • - � - - - - -- - ----- --- ---- --- - = - IOcii BARN l'_O I,I PASSAGE OFA 4" SPHERE. NET CLEAR HEIGHT............... 24" MINIMUM Al (I) CASEMENTS GW245 4 9" 4'-5 --4'_8 4._4 II - f -- - --- - - _- -- ---- - - --I' _ - - - II -= - - . -�ii 8. GRIPPABLE RAIL AS PER CODE. -_ -- - ------- ��_ �� �- _ - --- - 110 SINGLE SWING jlll 2'-6" a. RAILING TO BE HOOD H/METAL SPINDLES. NET CLEAR WIDTH................. 20" MINIMUM U Ali= 7'-O" • -- TYPICAL BATHROOM NOTE: W L � 3 SMOKE DETECTOR / CODETECTOR NOTES: 5 I. WALL BOARD f I I - --_ - :2' -- - - -�� - o 0 --- �, - - I, ll lI` I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT ' SINGLE SWING �I I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN B (2) SIDELIGHT 2-p' g-p G (2) CASEMENTS GW25 4 a 5-O .4'-5 4-I 177 III 2'-4" 7'-O" • SMOKE /CARBON MONOXIDE COMBINATION DETECTOR 8 ALL BATHROOMS- HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. - -- _ -- - _ - -- - --- -- --- -- -- - - 1.2. INSTALL CONCRETE BOARD IN ALL SHONERS AND 112 D (12) CASEMENT GWIS :2-4 5-O 2-4 4'-I I 8.6 �, 9.2 8.6 ( - I� - I �i 2.INTERCONNECTION BETWEEN NEW EXISTING DEVICES I r ---- l SINGLE SWING 2-8 7-O • � SHALL NOT BE REQUIRED WHERE EXISTING ALARMS TUB SURROUNDS -- --- --- - '_ Sg - -- - - -_ - - -- - ARE NOT INTERCONNECTED, 2. SHOWER FLOORS 5 J RCONNECTED, AS PER NYS R314.4. 2•I• NEW TILE FINISH (H.O. TO SELECT) UPON --- - 1' - - - E (1) CASEMENT 015 J`- 2--o 8 5-O 5 2'-0 g 4-II SINGLE SWING 2'-6" 7'-O" • I I 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND - - 113 - ----- - _ - _ ll lI �I PER GENERAL ELECTRICAL NOTES ON PAGE G-002. 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT - _- - ...- ------ ------ 1 --- I - __ - -- - TOWARDS DRAIN) UPON 5 5 11 4.SMOKE /Co DETECTORS TO MAINTAIN 3' MIN. ! 1 F (U - - ---- A61 - �- 6-o �II4 SINGLE SWING I�- I�'-6" �; 7'-O" 2.3. HATER PROOF MEMBRANE TO COVER SHOWER v r I l ,I I i - - -= AWNING I!I a 8 J ---- J� ----- - - - ---J' - - - -1 �� -- - - - - - - - - II - --- - --� -- -� HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS F (� - - - -- - - - -- - - - -- - - -- = 8 OPENINGS TO BATHROOMS w/SHOVER OR TUB. LOOR WRAP DRAIN d ATLEAST 18" UP WALLS 1 --- --- -- - -- - - --- - - - G (2) CUSTOM PICTURE - �'_-- -- _- - �� - '- 1 -- 1 - - 1 ( �I - -- 5.INSTALL ALL AS PER MANU. SPEG.'s 2'-O" 7'-0" J J I 115 SINGLE SWING J 7-O I • _ _--_ __�( - J _-. Imo_ - _ I_ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR _ M/CLOSET: -- _- - -_ -- --- - - - --- - - --- - - -- - � O NEW LAUNDRY ROO -- J --_ - _- �I -- 3'-O" 7 O II6 SINGLE SWING 7'-p" • ,I �I'I -- IN COMPLIANCE WITH LOCAL CODE O I. NEW WASH /DRY HOOK UP [ - --- - 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s H (I) II CUSTOM PICTURE---- I'----- �- ----- w/SIZE OF EQUIP. (3) PICTURE - -P3050 5'-O fig" _�'I - - - �� Z-4" -7 � I I 3.PROVIDE HOOK UPS A5 REQ'S PER MANU. 2'-II �,� 4'-itSINGLE SWING 2'-4--- - -�'_o = - • ___ 5.8 10.3 1� --- �� --- - -- ---I-- a - i .5" - - - - ---- ,f -- ] 5.8 118 DOUBLE SWING (2) 1 • DRYER EXHAUST NOTE: -- -- - -- 2'-0" - - __ --,! I. DUCT SHALL TERMINATE TO EXTERIOR J I DOUBLE-HUNG TW3046 2 3- 4-8 3-I e 4'-8 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY OPENINGS 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED HITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID a7-O METAL w/SMOOTH INTERIOR SURFACES NITH JOINTS RUNNING IN THE DIRECTION OF AIR FLON. EXHAUST 24'-O" 8'-O" 65'-O" DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL CENTER ON RIDGE 'PSIG 1S NOTE: 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I MASONRY I. PROVIDE ALARMS AT ALL WINDONS AND DOORS O fO MASONRY LOCATION TO THE HALL OR ROOF TERMINATION. THE �- �- PATIO LEADING TO THE 5WIMMIN6 POOL PER CODE. m PATIO MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ----- - Q FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 010• BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 101 60'-O" NOT INCLUDE THE TRANSITION DUCT. 5'-0" O ELECTRICAL METER: ni I 4'-O" 4'-O" 4'-5" fl'-a" 10'-8" II'-8" 8'-O" 6'-10" 6'-a" -4'-0"7 INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, 8 ry � - D 4 D D 4 UTILITY CO. STANDARD EE SITE PLAN) -- - -- _ ----- -� N ------� - -- - - - - ----- -- --- - _ -- Q RESERVED: DEN 700 O 104 105 1 - 6' V. O 276 S.F. _-CATHEDRAL- 13 NATURAL LIGHT ff 115 (MASTER) O A/G CONDENSERS: - BATHROOM I a VENTILATION _ I. PROVIDE (2) NEH 4-TON AIC CONDENSERS BY "RHEEM" } FLOOR OR APPROVED EQUAL. _ - AREA 0 5.F. LF WALL 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ' S ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). - I DINING ROOM S.F. REQ. S.F. PROV. !/ 0Xj) 3.INSTALL AS PER MANUFACTURER SPECS. r MUDROOM/ - (MASTER) -1: 14 4.INSTALL UPON LEVEL GROUND 4 PROVIDE &ROUND •t I PANTRY LIVING ROOM O I 115 S.F. BEDROOM I D O.O S.F. O.0 S.F. �,�_ i- SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING - SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF z 234 S.F. 152 S.F. CONDENSER. Lu O.O S.F. O.O S.F. _ - 6'-O" 8'-O" a'O" GLC. VENT 5. ALHAYS LOCATE CONDENSER l0' MIN. FROM ANY GAS -- -- I Lu HGHT. � REQ'D 15 51-0" APPLIANCE, AND AT LEAST 3' FROM WINDONS/DOORS O WHENEVER POSSIBLE. V - -- --- 108 _ 3 13 3 w I 1 O 10 TE PROVIDE THERMOSTAT FOR (3) ZONES: � z 5TOP:AGE NEH UP' O' • O' 110 �`J 116 �1 IQ - ZONE I: FIRST FLOOR (2) R1 ® t 7 ( �t 5M/00 O ENTRY I �t 1OPEN o - 10 5M/GD 114 �vSHOWER - - ZONE 2: FIRST FLOOR MASTER SUITEa'O" CLC. TO 3 - ZONE 3: SECOND FLOOR Lu Luz IO 2. H.O. TO SELECT MODEL; INSTALL AS PER ~ HGHT. ABOVE -- _- z p Q MANUF. SPECS p - 24" - -- - - - BENCH l03 PAN r \ -J COVERED n 6" 6'-6" 8,_O„ ry \ \ p • MASONRY II NEW ATTIC ACCESS - PULL DOWN STAIR: - + \ HALLWAY 117 PATIO I. MIN. 350 # CAPACITY PROJECT: PROVIDE " TYPE 'X" FIRE RATED ____ _ 36" ® ® th SM/GO 3 2.SIZE TO FIT MECH. EQUIP. THRU OFNIN&(MIN. 22"x30") -- SHEETROCK AND WALLS AND CEILING REF. F` \ BEDROOM 2 3.DBL. FRAMING HHN NEH OPENIN6 ,� FLUSH --- 4.WEATHERSTRIP ACCESS OPENING S PROVIDE R-4a BRIDGE LAt�E LLC A 4 -•-• \ - _ 3'_V. �O PROVIDE SIMPSON -� LINEN SM/GO 128 S.F. INSULATION ABOVE w/wD. FR. (OR EQJ BAFFLE OR O, = - -- __ - _ F.J. HANGERS \ 112 113 'GAS. RETAINER TO PREVENT INSULATION FROM ENTERING o MASONRY p Q O ( O 13 O DNELLING HHEN OPENED, AS PER NY5 EGG 8402.2.4 RESIDENCE J STOOP p 3'x7' ISLAND = � ) 1 Io6 - THERMAL NVELOPEMIT HHEN ATTIC GCESS OF BUILDOES DIN6NOT PENETRATE 146 5F. -- NATURAL 16H cv 5. INSTALL AS PER MANU. SPEG.'s ' 1 3' V 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. O BATHROOM 2 L T KITCHEN ---_+ _- _ OPEN To ri, LAUNDRY GL VENTILATION NEw PLUMBING FIXTURES: 5395 BRIDGE LANE _ L- -- -- ) i 118 AREA 2 GAR GARAGE p! = O `� 210 S.F. ® ® ABOVE ROOM FLOOR o S.F. � 5 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. 5Bb S.F. 0 nz 1 m O- - "' L 1 t b) 14 t o SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. CUTCHOGUE, NY 11935 Lj - v S.F. REQ. S.F. PROV. NEW - LIGHT O.O S.F. O.O S.F. j - 13 NEW FLOOR: � m UP 107 III GL REQ'D j 0 1. NEH J" PLYWOOD SUBFLOOR BENEATH (GLUE 8 SGREN); DRAWING TITLE: SCREH PERIMETER OF SHEATHING 6" O.G. d 12" O.G. a - -0000m VENT 0.0 S.F. 0.0 S.F. - INTERIOR. LL -_ -A�301 AI 301 3-6' -------- -- - - REQ'D -- - 2.NEN FINISHED FLOOR PER H.O. SELECTION PROPOSED FIRST FLOOR PLAN B B NEW TILE FLOOR: 14 I. NEW TILE FINISH (H.O. TO SELECT) UPON 28'-6" 33'_6" 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON NEA a'H x B'H - NEW a'w x 8'H ' 3. NEH " DUROCK GEMENTBOARD (OR EQUAL) UPON GARP�GE DOOR GARAGE DOOR�- 18'-6" _ 15'-2" 2' O" 3'-2" 5'-O" 2'-O" 10'-8" 4.NEW " PLYHDOD SUBFLOOR BENEATH (GLUE 6 SGREH); COVERED SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. _ MASONRY INTERIOR. PAGE: STOOP HYDRONIG AIR HANDLER: 102 I ( 12'-O IS I. PROVIDE (1) NEN 4-TON HYDRONIG AIR HANDLER(S) BY "RHEEM" OR APPROVED EQUAL IN ATTIC w0 0 - 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ■ ZONE (SEE THERMOSTAT R ZONE VESIONATION). 3.PROVIDE HOT HATER COIL OAND CONNECT NEW HOT \ _ NATER/BOILER COMBO TO NEW COIL. rw O m „z GUTTERS: DATE: 02/15/23 7 OF 15 ry Q I6 I. PROVIDE CONGEALED GUTTERS AT ALL ROOF EDGES f 2.CONNECT DOHN5POUT5 TO CLOSEST DRYHELLS i i -�K-2'-O" a'-O" 2'=0"j --- --- --_--.-`- �GONGRETE APRON- 0 5 _..._.�.�- 10 -_.,� 20 ����REM ARL,yf� PROPOSED GRAPHIC SCALE 1 � Q• ' S� j, I,'�IC S.E. HAA I TAELE Si�AGE; 2,556 S.E. O ROSS AREA 56ALE: 1/4" = 1'-0° ;�° 0374 '5 F of NES 5ENERAL` ERAL 5"**r��50L <E 0- FLOOR PLAN NOTES Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT DOOR NOTE: WINDOW NOTE: 0 WOOD FRAME (L.G. STL. O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN Lv EXISTING TO REMAIN WHEN APPLICABLE) �_ ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). w 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL A5 PER MANU. SPEC.'S. Q �----�•--{ NEW FOUNDATION WALL ON PLANS BY 'THERMATRU' (OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; P7 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DESIGNATIONS B WINDOW SCHEDULE. N NEW WOOD FRAME (L.G. F V ! PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 3.FOR SUBSTITUTIONS,5EE NOTE #q IN "GLASS WINDO +� // ws Q _ STL. WHEN APPLICABLE=) /� � 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 0-002. Lo WALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. C (Dr) J POST FOR 4" WALLS 0 5. INSTALL AS PER MANU SPEC.'S 5. ALL DOUBLE HUNG WINDOWS To BE TILT WASH _ NEW I-HR FIRE RATED MIN. 2 2"x4" STRUCTURAL 6.PROVIDE (2) 2"X10" HDR.,U.O.N. 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 0 WOOD FRAME (L.G. STl_. WHEN APPLICABLE) MIN. 2 2"xb" STRUCTURAL 7. SEE PAGE G-003 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF "Q p POST FOR b" WALLS), U.O.N. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SWINGING,SLIDING, b BIFOLD DOORS 6.2. WITHIN IS" OF F.F. CV I NEW 2-HR FIRE RATED STAIR $ RAILING NOTE: 6.3. WITHIN 24" OF A DOOR -F-+ � O p � Lo lq- I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" Ri $ MIN. 10" 6.4. WITHIN STAIRWAYS $ WITHIN 36" OF A LANDING •- r' It- ``�'• ''''� WOOD FRAME (L.G. STl_. Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES CL Q CV WHEN APPLICABLE 2. GREATEST RISER HE16HT IN A FLIGHT OF STAIRS SHALL 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 x U NOT EXCEED THE SMALLEST BY MORE THAN ". 7. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND Q 0 = ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-003" FOR NAILING $ STRAPPING DETAILS. 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST b'-8". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM p p m 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: p -� '�'�SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER* ,__ (2) 2"xlo" HEADER U.O.N. Lo - - - - - - -- --- -- -- ---- - - -- - --- - --- --------------------- - --- -- -- - -- - - - --- --- --- -- = _ -- BETWEEN CLEAR HEIGHT d HANDRAILS• 36" MIN 8 WINDOW FALL PROTECTION SHALL BE PROVIDED PER ++ (V ++ f 42. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NYE? 8312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS Q p Q WINDOW CHART - -- - - --- ---- --- -- - - -- -- l DOOR SCHEDULE -- - ----- -- - - l --- - -- -- --- -- --- -- - - =I_-- - - -- _ -- - _ 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2�" MIN. LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN"12" Q p �_-_-_. --- -- - - -- -_ _-_ _---- .------ -__-_-_ - --.----- - -__ --_-_- - - ___-- _---- _- - ----- - _---_- -._ _-- ----_----_---- - - -- -_- ---- f I 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE ---- EGRESS DOOR MATERIAL- --Ii ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BUILDING EXTERIOR. ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT f OR MORE RISERS,AND WHERE SHOWN ON PLANS. ��.�,E OPENING PROV. PROV. - -- -- - = - ---- - - _ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED MODEL # - -- - - r - ----li, TEMP. PER PER p l ! FIRE NOTES WALKING SURFACES LOCATED MORE THAN 30" ABOVE EGRE55 NOTE: WIDTH HEIGHT WIDTH HEIGHT HEIDGHT REQD:24 TAG DESCRIPTION MANUFACTURER I I Q RATING IN COMPLIANCE WITH NEW YORK STATE BUILDING Q FINISHED FLOOR OR GRADE, d WHERE SHOWN ON PLANS. CODE,SECTION 8310.2.1;THE FOLLOWING MEANS OF - UNIT UNIT WIDTH HEIGHT 0 II W TAG OPEN-REQ D. _5.7 S.F. - '1. 42" HIGH GUARDRAIL d SPINDLE SPACING NOT TO I- „ „ „ - - - -- - - - ---- -- - - - J - - -- 1�_- 45 MIN.CLOS N EGRESS SHALL BE FOLLOWED: -- - - -- - _-- --_ - ALLOW PASSAGE OFA 4" SPHERE;36" HIGH _ _ SELF _____ HANDRAIL d SPINDLE SPACING NOT TO ALLOW I6 --_._- _ ---- --_==_--- - ------ NET CLEAR OPENINO........... 5.1 S.F.PA55AOE OF A 4" (P SPHERE. e - 3'-O 4-5 2-)I 4-4 J SECOND FLOOR ;I 8. GR PPABLE RAIL AS PER CODE. NET CLEAR HEIGHT............... 24" MINIMUM A (I) CASEMENT GXWI45 i� i 6 L -- Al (I) CASEMENTS GW245 4-9 4 5 5g j 4 8 4'-4 -- ----- ----- -- -- - -- --- - ---_----- - --- - ----- - _- - -- - - - --- - - - - NG TO BE WOOD W/METAL SPINDLES. NET CLEAR WIDTH................. 20" MINIMUM SIDELIGHT - L-- - 201- DOUBLE SWING - 2(26 - -- II -- _=- -- - -- SMOKE DETECTOR / CO DETECTOR NOTES - -- - - - o --- - 5.-0..- - - -- - - -��-- -- _ - -- - - --_- -ll - - - -_ _ - - - --- --- - O TYPICAL BATHROOM NOTE: rn O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 5 I. WALL BOARD I I I B (2) 2 0 G (2) CASEMENTS GW25 4'-9" 5'-O 5g" 4'-8 lI 4'-I I �" _ ( SMOKE /CARBON MONOXIDE COMBINATION DETECTOR LI. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN ---- J: : ---- - ---- _ --- -- - ------�[- - --- �� - - 202- SINGLE SWING - 2'-011 7 - L- •.___ -- - - -_ HARD WIRED TO EACH OTHER w/ BATTERY BACKUP. ALL BATHROOMS 2.INTERCONNECTION BETWEEN NEW EXISTING DEVICES 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWERS AND 5 O e :2'-4 4 I I 8.6 - - 9.2 ��- - - -- - ---- -�__ �. 203 SINGLE SWING 2 6 7-O • - D (12) - CASEMENT --GWI5 - 2'-4 "- 8.6 AF - SHALL NOT BE REQUIRED WHERE EXISTING ALARMS TUB `.SURROUNDS • -------------- = I ! 1 I 1 -! ARE NOT INTERGONNEGTED, A5 PER NYS 8314.4. 2. SFfOWER FLOORS -}- �' - --- i- -- �„ ��� -- 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON -- __ �L�I -- - --- - --- - ---- -- --_ _, - - f, - L - 204 SINGLE SWING 2-6 1'-O �, • 3.PROVIDE SMOKE/GO DETECTORS A5 INDICATED, AND 22. CONCRETE MUD-SET(SLOPE 1/8" PER FOOT E (I) CASEMENT G15 2'-O 8' S'-O 2'-O 8 4'-II - _ ___ � � PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. TOWARDS DRAIN) UPON " ) - 4.SMOKE /GO DETECTORS TO MAINTAIN 3' MIN. - F (I) - ---- AWNING �II Abl �! 6'-O 2'-O 5g" 5'-I I g�" 2'-O 205 �INGLE SWING 2'-6" 1'-O" • it HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS 2.3. WATER PROOF MEMBRANE TO COVER SHOWER U __--- -�I - -� -- - -- -- -- ---- -_-- - - - - - - - - - -- -- -- -- -- - - Lud 20.-0.. Lij CENTER ON ENTRY _j /INFROF. RIDGE HEIGHT __@ I \ <I 4_ Lo c: 0) (o > 0 Lir) z 0 c: 0 c >1 x 0 c 0 Lo 4-1 4- :2 0 PROP. RIDGE HEIGHT 72.1' —---------- :2B ELEV. + 1:2 Lu ------ 4_j L SECOND FLOOR ---------- ---------- ---------- ---------------- F ------------ F, FIRST FLOOR ELEV. +55.1 -- ---------- GARAGE SLAB_ LL ELEV. +54.0' 1 --------- NEAREST SETBACK ® NORTHWESTERLY P/L AVERAGE GRADE ELE\/. +55.8' AVERAGE GRADE BASEMENT SLAB I Lo ELEV. +45.0' L - NORTHEAST ELEVATION (FRONT) SCALE: 1/4" ELEVATION NOTES z (D IYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 0 CONSTRUCTION STANDARDS tJ 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION ASPHALT SHINGLE ROOFING 13Y 'OAF' (OR EQUAL) IA (MIN. 50 YR. WARRANTY); CHARCOAL 1:2 IB STANDING SEAM METAL ROOF PANELS; BLACK i \ p TYPICAL SIDING: 1. SEE NOTE AT 5UILDINO SECTION FOR MINIMUM PROJECT: CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR,AND MATERIAL SELECTION BRIDGE LANE LLC BEFORE INSTALLATION HARDIE BOARD s BATTEN, :2'.-O" SPACING; CONST. ! I \ GRADE CEDAR I RESIDENCE OHARDIE CEMENT LAP, 8.25"N HORIZONTAL; CONST. GRADE CEDAR NEN Alr, CONDENSER ON GONG. F'Ar,> OR OTHER 5395 BRIDGE LANE APPROVED GROUND SURFACE (SEE FLOOR CUTCHOGUE, NY 11935 PLAN NOTES) STAIR NEN CL05ED P. CONIC DRAWING TITLE: O TYPICAL I"xI2" CEDAR PAINTED BLACK, (OR EG.): PROPOSED EXTERIOR ELEVATIONS I. PROVIDE AT ALL FASCIAS ONEW OAS METER; INSTALL PER UTILITY Co. STANDARDS O NEW HOSE BIB PAGE: ova NEW POOL EQUIPMENT ON CONC. PAD OR OTHER O APPROVED GROUND SURFACE (SEE FLOOR 3. PLAN NOTES) ■ NEW BASEMENT ENTRY CLOSED P. CONC. STAIR DATE: 02/15/23 8 OF 15 ;L IC2 NORTHNEST ELEVATION (RIOHT SIDE) SCALE: 1/4" = 11-011 (P 037413a OFN CL LIJ O LLJ 0 04 Lo z 14 0 CL c x 0 =3 (o C) o --------------- 0 04 c; o m 0 ----------------------------- 0L Q) ---------- 0 --------- CD ----------- II _F.F SCREEN KALL-/ -------- POOL EQUIP. AREA-/ SOUTHNEST ELEVATION ON (REAR) SCALE: 11411 = 11-o" ELEVATION NOTES OTYPICAL ROOFING: I I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 8 MATERIAL SELECTION BEFORE INSTALLATION z ASPHALT SHINGLE ROOFING BY 'OAF' (OR EQUAL) w I IA (MIN. 30 YR. WARRANTY); CHARCOAL 2 0 IB STANDING SEAM METAL ROOF PANELS; BLACK OTYPICAL 51MINO: ------- 1. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION tLL BEFORE INSTALLATION Z L HARDIE BOARD $ BATTEN, :2'-0" SPACING; CONST. GRADE CEDAR PROJECT: HARDIE CEMENT LAP, &.25"Pq HORIZONTAL; CONST. GRADE CEDAR BRIDGE LANE LLC NEW AIC CONDENSER ON CONC. PAD OR OTHER APPROVED GROUND SURFACE (SEE FLOOR RESIDENCE FLAN NOTES) NEW CLOSED P. CONC. STAIR -- ------ 5395 BRIDGE LANE CUTCHOGUE, NY 11935 TYPICAL 1"A:2" OF-DAR PAINTED BLACK (OR EW: - --------- 1. PROVIDE AT ALL FASCIAS ------O - DRAWING TITLE: NEW OAS METER; INSTALL PER UTILITY CO. STANDARDS PROPOSED EXTERIOR ELEVATIONS ---------- ------- NEW HOSE 616 ------ NEW POOL EQUIPMENT ON CONIC. PAP OR OTHER Og APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) _50REEN WALL -------- 25 PAGE: O NEW BASEMENT ENTRY CLOSED F. CONC. STAIR I I II Ell 11 A-;oeuzmoo ------------- DATE: 02/15/23 9 OF 15 OAR. `��(�ED ARCM \-POOL EQUIP. AREA 0 SOUTHEAST ELEVATION (LEFT 5117)E) < It SCALE: 114" 1'-0" (P < L OFN Q 0 W W _l p M w ^' Q • c: 10 r� W O PROP. RIDGE HEIGHT L • ELEV. +-72.'1' j I ---_ - - - - ---- - ----- j p -JE c,4 >1 x 0 1 12 ! C 0 -:3 CO 0 Loj Q�,Q� JSP 8 1 PROP. RIDGE //i���- �- - - - - - - - R H-E—IGHT------- � CV --_—_---_-- p ELEV. +68.7 - Q O - - - - - - - - - - - - - - A (D 2 / EXPOSED BEAMS ® DEN w BEYOND INSULATION ® DEN CATHEDRAL �� 'O<4� / CEILING BEYOND }� w O.J. PER PLANWM F.J. PER PLAN INSULATION ® GARAGE CEILING —PROVIDE HDR ABOVE p X ENTRY z ALL WINDOWS d m L r-- DOORS AS PER 13 GARAGEf W w $ ! _I' STRUCTURAL PLANS _! I tO in z to - PANTRY X w ; —+� O Q O a: 2"xb" SILL i Q 6 PLATE Q !ji ® WINDOWS. FIRST FLOOR FIRST FLOOR O �' ELEV. +55.1' ELEV. +55.1' ' j GARAGE SLAB 4 C---------- _ ELEV. +54.0 �_ - - i �- --- - -- - ° I � PITCH % I AVERAGE GRADE F.J. PER PLAN AVERAGE GRADE j/\//\//\// Q • ELEVV. +53.8' ELEV. +53.8' /\�/ j 5 j\//\//\ \ \ \ \ \ \ BUILDING SECTION NOTES °t m BASEMENT / \ \ \ \ \ E:l il /x//� �/ NEW ROOFING NOTE (TYP. : - = \\i\\i\\i\ O I. INSTALL NEW AS NOTED ON ELEVATIONS Q / 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 6 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS S T I Oil 1 -1/A-501 PILL TED OVER G 5.INSTALL 15 It BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) SCALE: I/4" = I'-O" 5. GAP SHINGLE OVER RIDGE b HIPS (AS Iii 6.PROVIDE RIDGE VENT(A5 REO'D) 7. FLASH ALL VALLEYS S.INSTALL DRIP EDGE A5 REaV 11. INSTALL ALL AS PER MANU. SPEG.'s I TYPICAL ROOF 4 CEILING CONSTRUCTION: 2 NEW ROOFING AS NOTED • I/2" GDX PLYWD 5HEATHIN0 (BLOCKING ® ALL PLYWD SECTION 2-.2/A-501 SEAMS) • R.R., G.J., 8 G.T. A5 NOTED ON PLANS (® SPANS OVER 5GALE: I/4" = 1'-0" 8' INSTALL "X" BRIDGING V CENTER OF SPAN, U"O.NJ • PROVIDE R-49 BATT INSULATION WHEREVER ALLOWED PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE R-55 BATT INSULATION i • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES ! I NEW EXTERIOR WALL CONSTRUCTION (TYP.): O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON CONNECTION 'A' AS • 1/2" GDX PLYWD. SHEATHINS (BLOCKING ® ALL PLYWD PER PAGE 0-005 SEAMS) UPON ANPROP. RIDGE HEIGHT _ _—_—_---_—_____—_---_____ NEW RIDGE • 2"xb" STUDS ® Ib" O.G. w/DBL. TOP PLATE ELEV. +83.3' • MIN. R-21 BATT INSULATION • 5/8" GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYP): O4 1. INSTALL NEW AS PER ELEVATIONS 12 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER QIP P A N INSTALLATION Q�¢ ATTIC �P o Z 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL OTYPICAL FLOOR CONSTRUCTION: / 2 0 5 I. FINISH FLOORING TO SELECT 2. 5/4" T85 GDX PLYWD. 5UB'FLOOR GLUED $ SCREWED U _ 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDSPAN W 4. MIN. R-30 BATT INSULATION (ONLY BETWEEN FIRST PER PLAN' X � �1lN�� h��k`k1^l��v� -- --- - FLOOR AND FOUNDATION) 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS PROVIDE HDR ABOVE l� ALL WINDOWS d SECOND FLOO jl D = DOORS AS PER STRUCTURAL PLANS 0 m FAMILY ROOM HALLWAY i' = PROJECT: 2'1 PLATE Oi Qr w ® WINDOWS. CJ w I. BRIDGE LANE LLC i Q I ;III 6 3 W RESIDENCE SECOND FLOOR ELEV. +65.3' -—-—-—-— —-—-—--- -- ---'---- -- F.J. PER PLAN 5395 BRIDGE LANE CUTCHOGUE, NY 11935 CONNECTION 'GI' AS PER PAGE G-005 1 --{ DRAWING TITLE: E i�' -- -- - -- FLOOR ASSEMBLY FIRST FLOOR NEW STUD TO BUILDING SECTIONS tu DINING ROOM O HALLWAY FOYER s �I ii NEW STUD TO QJ W FIRST FLOOR FLOOR ASSEMBLY Q r? ELEV. +55.1' -----� CONNECTION 'DI' A5 = I I PER PAGE 0-003 I' PITCH — — i�J s PAGE: AVERAGE GRADE F.J. PER PLAN � X � A-` / / / 'hO 'a ■ \ , \ \ \ r //\\//\\//\\//\\//\\ °:• BASEMENT I 8 / A_4O1 DATE: 02/15/23 10 OF 15 COMPACTED I I _ FILL ( I t¢SD IARC • _ BASEMENT SLAB .-� I A-�111 `�----------- J, A-�4oi F= SECTION 5-5/A-50I 5GALE: I/4" = 1'70" Q PROVIDE STRAPPING d NAILING AS PER CONNECTIONS 'D' d 'E' IN W "TYPICAL NAILING/STRAPPING W REQUIREMENTS FOR UPLIFT, J HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE SHEAR, b LATERAL RESISTANCE" PROVIDE 3" (MIN) GONG. COVER P7 SPE=CIFIED ONSIDEON PAGE 6-003 ® EA. JOIST / OF ALL REBAR WITHIN P. GONG. PLANS OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; STUD (AS APPLICABLE) FOUNDINTO . WALLS k P. GONG. FT6'5. STAIRWA;BEE HANDRAIL GRIP SIZESAND NOT PROJECTINO MORE THAN 4Y:2' Lo PITCHED METPROVIDE INSULATION ADJACENT � � AL .JOIST HANGER BY BETWEEN CAVITIES NEW 2"xb" (BELOW STUD) d O 'SIMP5ON' OR EQUAL 2"x4" (BELOW F.J.) P.T. SILL r CD PER ENERGY TABLE (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON c FIRST FINISHED FLOOR COPPER TERMITE SHIELD >: N 0 \ FLOOR SYSTEM AS NEW 5/9>"4> HOOKED ANCHOR Lo Z 14- "I NOTED ON PLAN BOLTS w/3" 5QUARE WASHER b a-- T_ ENDNUT;SPACING AS INDICATED ap N ON 6-003 FOR STUD WALL d - --------- - --\ x U------ - - - -- 48" O.G. FOR F.J. PLATE lY2" MIN. SPACE BETWEEN \ WALL AND HANDRAIL \ \ 0 Q mr- z_ s/4" PINE RISER \ r GRADE 4.1 N Q � l I I I C g/4" PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL �` �) °1 - . I --- -- I Q 0- � O _ z 4.. 11 — I I 1 ----- \ SCALE: NTS - 10.1 ix o GROSS SECTION - - 1 MIN. d�z w HANDRAIL 1 o \ I' ROUNDED NOSING p CLEARANCE CIRCULAR NON-CIRCULAR a I� - Iw j i w/y4" RADIUS 4 11 I - -- 1 4J ` (NOT INCLUDED IN = \ TREAD DIMENSION) „ „ / / II d - I ___ 4 -&,V / „ / I� � - - i PROVIDE 3" (MIND GONG. COVER V2 / IY411_2�� 4 / a �I ° OF ALL REBAR WITHIN P. GONG. I METER / MAX. / #6 HOOKED VERT. •11 I j I FOUND. WALLS d P. GONG. FT6'5. PROVIDE STRAPPING 8 NAILIN m \ REBAR ® 28" O.G. I - _- AS PER CONNECTION 'D' IN F:zREOU REMENTS FOR PL UPLIFT, J SHEAR, # LATERAL RE515TANO • ON PAGE 6-003 0 EA. STUD. A w I ----� a — / i - NEW(2) 2"xb" P.T. SILL PLATES ASPHALTIC DAMP Ni'll -- - -PROOFING TO EXTERIOR i, -- ------- - 4" P. GONG. SLAB TERMITE SHIELD v I b"xb"-10x10 W.W.M. BETWEEN (3) 2"x12" 5TRINGER5 ® w/R-21 \ / / / / ji _"- _- CENTER d UPPER � OF SLAB INSULATION, IF UNDERSIDE IS FACING �.,'., m / / / / i� j - SECURED IN PLACE DURING POUR NEW 5/5"0 HOOKED ANCHOR /� ° 5TORAGE/NON-HABITAL SPACE • / / / / a 11 _._ -__..-_- i BOLTS ® 39" O.G. w/3" 5OUARE \ P. GONG. FOUND. WALL 11c -" -- b MIL POLY WASHER B ENDNUT 11 - z I MOISTURE RETARDER \ (MIN. 4,000 PSI) I __ n l •1 \ (D 7. STORAGE UNDER 2' GYP. BD. ° ! -._-.._ z Y I I - f�� i- ( ) 4 HOR. CONT. REBAR® - WHEN ADPL I GALBE \ # _ BOTTOM OF MIDDLE WALL 4 TOTAL I -- ; 4' ORA— J \ ( ) p' j z - ( VEL SASE 1. 8 --'--- I j f r -- � II I I I I \\\ P. GONG. CONT. 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I 1 RATED WALLS AND QI .N _ L - --- -- -- ---1 - 1 FLOORS/CEILINGS. PRODUCT — --- - ---- -- - - 1 I I J-�.- -�-----1 I _ 2, 3 2� 3.. I _..-. -.. ------------------------------------------L�--------d---I-L---L=-----L- 1.._.._.._.._.._.._.. .. � F-.._.._...� TER CONFORMS TO ASTM E 814, GOLD WA ---- ------- - ---- - --- ---- — - - — ASTM E 84,AND UL 1419 FULL BATH I MASTER I I PROVIDE "ABESGO FP2OO FR WET BAR KITCHEN LAUNDRY ! FULL BATH 2 ( ) NQS` NET BAR KITCHEN LAUNDRY FULL BATH 2 FULL BATH I (MASTER) j EXPANDING FOAM" (OR EQUAL) - 2, ALL PLUMBING WORK 2" I AT ALL PENETRATIONS IN FIRE �_ ___- --------- -,---___- SHALL CONFORM TO I ° — ------ --- CD ------ -- T--r � I- - r-1 LOCAL PLUMBING GODS a I RATED WALLS AND 00 .2"1 -- -T-- 1 1 1 I I 1 I O p� pQ O4 Q4 I I GO F RMS ITO ASTM E 814,PRODUCT 12 2"I 1 2 1 2 1 1 I p� II II 1 I ASTM E B4, AND UL 14"i9 I I I I 1 2 1 i 1 I 2 1 GLEAN OUT � I I Q4 O I Q4 I p4 I Q4 I I , 1 I 3" 1 I I 1 AS REOV I I I I ( I I (� � I a II I S II II II a I S I i ( 4 i Q4 X Q4 �I I � PROVIDE F.A.I. � I V =1 jS, j I K 1 IU 31 �� W.G. v I I� I w 31 w W.G. Q I I 2.. I- I I I- I- I I �iv - 1 .ry = 1 `iv - 1 IN - I I. m - I jv :v Oi40 �1 = = dJ I I- 12, DW WASHER 1 TUB I (SHOWER I I 1 1 I� DW WASHER j I I- ryl N TUB J c= -�� SH� c-�v �c\v ryi ic�v 1 I - - L - ----- -I---L-------------1_---1 ------ ---=--- -------------1=--- L --------- r, ----=-- ..r-._.._..-..L. -i-� T < G.O. - -- - - WATER SUPPLY 4" SYSTEM MEGH. 4" HOUSEROOM I MAIN DRAIN G.O.i I ' TO STREET -_-_-----__J I rHATER MAIN w 4-1 TO SEPTIC J� _ Lu SYSTEM j ! 3$0 __ Q Q < v i a � I x -1 I FLU'4B I NC RISER - DRAIN / NASTE / VENT FLUMB I NC RISER - SUFFLY SGALE: NTS SCALE: NTS I i w ! U � I I t w Q _ PROJECT: BRIDGE LADE LLC RESIDENCE a 0 ° 5395 BRIDGE LANE NOTE: ALL PLUMBING d CUTCHOGUE, NY 11935 U FUEL OAS WORK N SHALL CONFORM TO LOCAL PLUMBING CODE d DRAWING--_—_ _ - _TITLE:__ FUEL OAS PLUMBING RISER DIAGRAMS PIPING PENETRATIONS: GAS RISER DIAGRAM 1. PROVIDE "ABESCO FP2OO FR ! EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS j AND FLOORS/CEILINOS. LAUNDRY 2.PRODUCT CONFORMS TO ASTM E KITCHEN 814, ASTM E 84, AND UL 14-19 PAGE: O pro u- I L VENT loinoo RANGE -- - - -- m - -- DRYER 1-- ------ ----- - REGULATOR -- - ------ - -- - - - ------ - -- - - ---- r-- - DATE: 01/18/23 15 OF 15 CAS SUPPLY MEGH. m ROOM To MAIN OAS � ED Acy� z VERIFY SIZES M. tu w/MANU. j w Mlu 0 •_ 03 7 OF NV44 OAS RISER - SUFFLY SGALE: NTS SITE PLAN HATCH KEY: PROPOSED DWELLING 4 GARAGE PROPOSED 1.G. POOL a Q uj / \ \\V J CB C7 plD \ O� FIELD CROPS //�EL.=5g.2q' ` - >; C-p \ Z O N O C X N \ An x 1 n, ?. \ & ' s �r 77 \, .� � Via, f ro 1' O tk'` C9 [ no ,.. ^ a,. 5n a> a a_ a A + w - x. " \ 1"1, a ` � p ' l R a� yy e'•k' IN, Z O A - S L 4• \ f +� �v? +5 ai,,'..'S� 2 ram' \1, r. r e.'. it '-J s �a s,. L. \e s�1� z gg \< �F �¢ „p., r Y , r, a ^y •'.F" :� Cw' `\ is K �• S�5 4 :? , rt d a An i+ , DRY LL :a4V POOL 7. -` V F.4 "' k. •L R,7 x' SUBJECT PROPERTY i' rk Y' 1 1 , F cC` x�a w�: ate' ;,�•r:, a� .' `, < k d L h A t ai: �1' t� L .,+ 9&e 4 ��\�. \'F , < x { r „ N f- \ as ,,r.. \� t ^� nor 2 L' L's - ass J: •,.�r. .�\'off 2 \. u • SITE LAYOUT OTES F:4 , P EL oARCHITECT'Ss. I THIS A IS N 51 PAN 4 15 \ aea k" :3 V.\) \ aa,a,:�. � ."5'"FB g N �xt �II RATE .�. 4. 1 SEPA °°� o 1 SUBJECT O VERIFICATION Win. "�=�'' ;�`/ T VE IGATION BY A LICENSED L .- 'W:' +:t F •'4 1'> �. n r , w�# h I� pq a , a, ,,Bxa 4`^ 1• .a &e FI ING FOR NSURVEYOR. &°>"• -� , .�LL � -phi .�' :�. •. ' '�" � ,:.. H T E INFORMATION . a.aa... `. " G • ^ .. . .,, a x � , a. .. :_•'.. ,tea... \.\ ,.`, \, I ,,w, .LI - ti - REPRESENTED ON THIS N T -. A. .., .: a �, .. . 3° .. ... - SITE P A IS TO HE a L � k tSCREEN , .. .�, _r e .k ,1s. .\\va -'.�^'-r-• +x °ems-' , E f g. „ /\/�� 1/ a„ � r t Y tS M,bC:- ^ •� p tea"+g>, ARCHITECT'S EST F �. �.,, *t�~B O KNOWLEDGE. ,�. •r� `r- "°�> p �h'«` f °�° .@; �"� � .ik-: of 2 £ ' i sz �f' r< `'fir A.` �B:`< S 5�3'^ s WA <i ��y� b " $ b'F' t a _d t §"ei^^ •'Yr"• r4 r` L $tl r" � Y dr ^r F N d�+\ v'{ tr�. F' , <,.. `r1` .gyp,re 'e�-•1 w O EQUIP. 2. SURVEY INFORMATION HAS E PO S OBTAINED `�L ar„ « F,�, Y �r R'' t f as f Q s. g d wP n' - } d°z o `Y' `rry e'Ry FROM A SURVEY DATED AUGUST I6 2022 , ' i I I <K3 , r, Yk: T' u .i0 yY3p e S ' I � w �$' .<., r .. .<` .. ,..'' .' , ., vY>" _... a br ro -s5 �.�'' 4 4 POOL e«�, J ,. . . . ,. � ,, . ,. . , ,� � ,`<;.. ... :�s. $�. e . / AND PREPARED Y• '`.,' t t'a •tFF "'c'al"M 2 -.9 r 4^-..i vYt:p C I I ,h`t may ENCLOSURE Yf m.b` 'w I '_ . > a t I` 7 °S, 4.. FENCE +�� �'�� t<s - -W's9:ahAl: - f I N GRO Nt7 POO Y� y O YOUNG B Y y OUN6 <O I�= U i � 1 1000 GAL. � SELF (SEPARA ILING) I WELL 400 OSTRANDER AVENUE 01_051NG �'� RIVERHEAD, N.Y. IIg01 BURIED TANK I GATE I TELEPHONE: (516) -r27-2303 LOOAT I ON MAP RENDER I NO •CD > BASEMENT V J 1 SCALE: NTS n 1 1 }-r- - ON GRADE PATIO ENTRY ST I R \ SCALE: NTS VJ 8.4' TZO .. WATER SERVICE FA Q E < 1 4 2-5TORY IND. FR. 1 N / DWELLING GARAGE O COVERED \ w U � w/ BASEMENT ,n PATIO 2 - 4 AG PAD. 0 8.0 (6 BEDROOMS) ���aJ° -PROPOSED 1 2 STORY FRAME DNELLINO OARAO S®OOI .O PROJECT LOCATION &SCOPE O-P SITE PLAN & ZONING DATA 1 I d p OAR. EL.=54.0' SELF 510 I p 5' CLOSING ` _ -PROPOSED I/fit ONTS GATE VACANT LOT C.O. 1 s \\ A � �, GENERAL NOTE If\`�/ O T_ hxl2--`FRONT YARD SETBACK COVERS \ ENERGY TABLE 1 So' FRONT c STOOP \ \ STRUCTURAL DESIGN CHARTS SETBACK \ BURIED ELEC. LINE 1 TO I/A OWTS \ DRYWELL \ �-0 0 5.0 0 HOLDOWN, ANCHOR BOLT, \ TEST PRO�EOT DATA : to I \ PERVIOUS DRIVEWAY \ HOLE #2 STRAPPING, & NAILING DETAILS 1 SPACE D 8 PARKING \\ \ FASTENING SCHEDULE FOR E.P. \ FRAMING GRAPHICS z BEAM CONNECTION PATTERNS I EL.=53.80' L.P. L•P• \\\ \ TAX MAP # 1000-54-1-6.1-7 FIREBLOCKING DETAILS w v \ \ ZONING DISTRICT AG / NO z �� \ A- 1 O 1 .O I PROPOSED FOUNDATION PLAN a W1023'20"W 161.?7' EL.=53.38' \ LOT AREA - VACANT LOT O.g ACRES SANITARY PIPING BENEATH DRIVEWAYS \ \ \ SUFFOLK COUNTY HD APPROVAL PERMIT # PENDING 0 F- .:,,SHALL BE DUCTILE IRON PIPE \. SANITARY LIME �\\e BENEATH ANY TRAFFIC BEARING AREAS �Q� \ ` :\ .\\\\.,.\\o\ z \ \ \ PROPOSED PROPOSED A- 102 .01 PROPOSED FIRST FLOOR PLAN No\ \ HABITABLE 6ROS5 z o \ N\ \ SPACE AREA o 0 FIRST FLOOR AREA I,glb S.F. 2,556 S.F. w ei SECOND FLOOR AREA IOCIO S.F. 1500 S.F. A- 1 05,Q PROPOSED SECOND FLOOR PLAN N G N AREA TOTALS 3,006.0 S.F. 4,056.0 S.F. o O 0 „ \. .\`...n �TEST HOLE2 DATA + OIO PROPOSED OSED EXTERIOR ELEVATIONS PROJECT:CT:. + � � FROM FILED MAP LOT 51ZE / AREA IN ALLOWABLE TOTAL \ 40,Ig5.0 S.F. Ig5.0 S.F. EXCESS OF 4°,°°° 6FA 6FA BRIDGE LANE L LC (e) LOTS GONTAININ6 UP -7,100 S.F. \ \ � ` TO 50,000 S.F. MAX i> D RESIDENCE o.o VACANT LOT w/ Y� \ A-2Q2 ,Q 1 PROPOSED EXTERIOR ELEVATIONS WELLING ` \ ALLOWABLE S.F. / PLUS 530 LOAM W \ ` OF EXCESS LOT AREA 5,100.0 S.F. c1b S.F. S,lOg.B S.F. 4,056 S.F. (PUBLIC ATER \ \ OVER 40,000 I PROPOSED) \ \ 4 O' \ \ \::: ;, "� :-,\,_ ,: :;aa ,• , >=,,t 5235 BRIDGE LANE :e\C' ,\, r\ \.i \ ":,. z C 5 ::` „ , ,:, ,� ' \,::> ,>.: „\ :, - BUILDING SECTIONS E, �'.,\\\ym,• ss\. ,a�::"; .\ e.o\.a,:•.\,. � x..\;. ��Zc\a.\\. �01 .OI � 3 DESCRIPTION (FOOTPRINT) AREA Y LOT \ \ COVERAGE DRAWING TITLE: \ \ EL.=52.20' TOTAL LOT AREA 40,Ic15 S.F. �-�-Q 1 ,Q 1 DESIGN DETAILS PROJECT LOCATION & SCOPE CNAVEL \ PROP. HOUSE 4 GARAGE 2556 S.F. 6.4% SITE PLAN & ZONING DATA PROP. INGROUND POOL 648 S.F. 1.6% - - ELECT. PROP. STOOPS 136 S.F. 0.5% METER c-oMMENTs NOOWIJrVKATM / \ UTILITY POLE w/ BURIED ` \ �y� PROP. PATIOS >8" ABOVE GRADE 1,5.75 S.F. 5.Cl% A-402 .00 DESIGN DETAILS E: Er OUNT>=� / ' ELECTRIC LINES TO BOTH \ 1 \ ADJOINING LOTS /� TOTAL AREA OF ALL STRUCTURES 4g15 S.F. 12.2% DRAINAGE SYSTEM GAL IJLATIONS' \\ ` /Ap�O **MAXIMUM LOT COVERAGE ALLOWED - 20% J JUL ®® � = • 0 1 ROOF AREA= 2556 S Ft. EL. .52 k� PROPOSED ,> \. STRUCTURAL PLANS 2 56 S Ft. X 0.1-1,455 \\. o. \:a a \ a \„\ \, >e\ 435/42.2- 10.3 TIGAL FT. OF 8 DIA POOL REQUIRED • G2i �;? 5, Ntgl (,:` GlWlllC�F F., \\ .\\\ . o >, INGD PROVIDE (5) 5'(D'X 3.5' DEEP DEEP DRYWELLS \ \ \\'\.,, 1'O� - •\ � SpU�T nT DATE: 07/02/24 1 OF 16 \ V FLAG LOT REQUIRED EXIST. PROPOSED COMPLIES DRAINAGE SYSTEM INSTALLATION NOTES: Y TES • A MI MUM OF 0SEPARATION IS REQUIRED BETWEEN DRYWELL5 4 �, HOLE �I / ' O \\ \ FRONT YARD 50.0' 0.01 50.01 YES WSEPTIC, 5- 102 .® 1 PROPOSED STRUCTURAL PLANS A7R SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC 0 � L 1 COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE �J \ � �0-p� \ � FRONT YARD 50.0' O.O` 58.4' YES O E GE OF ALL FOUNDATION WALLS cr\� \ 1 MINIMUM OF V SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 CONCRETE SLABS AND PROPERTY LINES 0 0 �iS` �O \ /./ ACQUIRE SIDE YARD 20.0 0.0 _ 20.1b YES • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL -- �� /' \ / / / DEVELOPM REAR YARD 60.0' O.O' 80.8' YES UTILITY POLES '\ / � � RIGHTS 1 S- O .O I PROPOSED STRUCTURAL PLANS �rrr (APPROX. LOCATION) t li dr P- IOI .OI f DWV/ WATER SUPPLY RISER I D GAS RISER 0 ! 10 20 .0 10 !o SITE PLAN I•.]0' SCALE: I" = 20'-0" , ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5FEC.'s. SEE PAGE "67-005" FOR NAILING 4 STRAPPING DETAILS. **5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER** "DOP, I'M ffl a 6, 5, G,DENERAL 5NToo'tiv1E30L= f<E'***r : n k, w num --- NEW PARTIAL HEIGHT r-L EXISTING To BE DEMOLISHED V41NDOP4 DIMEN51ON CLEAR L I OHT VENT WOOD FRAME (L.O. 5TL. OPENING FROV. PROV. TYPE MODEL #TAG TEMP. EXISTING TO REMAIN WHEN APPLICABLE) WIDTH REOV: 20" PER PER 0 HEIGHT REO Lu PqIDTH HE-1107H V:24" UNIT UNIT NEW FOUNDATION WALL5.1 S,F Lu NEW WOOD FRAME (L-6. co cy) STL. PqHr=N APPLICABLE) J (1) DOUBLE-HUNG TN504& I 41-el J" 5.8 5.8 < C\i 41-11 J" v-11 J" c P05T FOP, 4" WALLS NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL PICTURE P400D FRAME (L.O. 5TL. c; T_ WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL v�J AM >: co 0 POST FOP, 6" KALL5), U.O.N. N "'BUNN't F 5\\R NEW 2-HR FIRE RATED 0 0 kqoor:> FRAME (L.o. 5TL. DOOR c c\j WHEN APPLICABLE) L0 FIRE TAG DESCRIPTION MANUFACTURER >) NOTES RATING c X :3 N 0 4- PqIDTH HEIGHT 0 0 Q0 ma, '141111U g 4 MIN. RATED ONO 0 SELF-CLOSING4-J \j u FOUNr�)ATION PLAN NOTES -77, ... ..... R w,\1 R�gq% c: 0 <31 FREEZE ROOF H05E 515: FASTENED W MASONRY ANCHORS (PRECISE -oil O 001 SINGLE SWING LOCATION T.B.D. IN FIELD CONSULT v41 ONNER) N -oil - -01, 14 61 pq ry ELECTRICAL PANEL: 002 IN LE 5 IN 51 ........... NEW 200 AMP ELECTRICAL PANEL LOCATION; W ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. 21-bil 005 SINGLE 5KNO 1 filt IF EORE55 WINDOW WELL: O PROVIDE NEW EGRESS WINDOW WELL 4 COVER BY 11ROCKNELL;66 SERIES" bb"KX44"H. OR EQUIVALENT. INSTALL AS PER MAN. SPECS. - - - - - _ - - - - - - - - - - - - - _ - - - - - - - - - - — - - - - - - - - - - - - - - - - 7 0 5A5 METER: INSTALL NF-Pq (SAS METER,REGULATOR/VENT AS PER NY5 MECH. CODE, FUEL &AS CODE, $ UTILITY CO. STANDARDS. W GAS METER SHALL BE POSITIONED a GRADE 0 X Es 06 1 1 —TRELLIS CENTERED PROPOSED IVX56, Lu z I i 0i ­, — IN-GROUND POOL TO PROPOSED CEDAR ON POOL BE INSTALLED OPEN TRELLIS (SEPARATE FILING) z i I ( UNDER SEPARATE FILLIN& PAVER PATIO a GRADE L — — — — — I - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- �v zi tu ZZ Lu fj z 0 \\ is -PROPOSED OA5 SERVICE r (Z 1) NEW (14) R�a _)K OL PROPOSED HATER SERVICE 0 UP 01 T- 0 10 < z 0 CRANLSPACE r-7 z LLJ A-401 W 001 z O 0 0 0 PROF. (A�;1) A(:, OPENING J Lu Lu it I Qzz tu E< c_q BASEMENT o K Wild z -UNHEATF-P- -UNFIN15HED- PROJECT: BRIDGE LANE LLC 0 0 0 0 MASONRY RESIDENCE PATIO ABOVE 5235 BRIDGE LANE X '4 p CUTCHOGUE, NY 11935 OL D_ MASONRY 5TC�OF ABOVE NEN 0 Zit MECHANICAL ROOM MAINTAIN RE0. DRAWING TITLE: HEADROOM A.H. MINIMUM PROPOSED FOUNDATION PLAN 4 WALL HUNG 005 r A-401 TV-, BOILER COME31 UNIT :2 CAR PROPOSED A-40111 -401 GARAGE ED ELECTRIC -SLAB ON GRADE SERVICE PAGE: JA Q\ ......................... ........... .......... ........................... . ....... ............ A-501 A-501 A 101mo 9 VA .- 1 %7 MASONRY 5TOOF ABOVE BI LCo L STA 10'-:2"- ELECTRIC, TO I/A ONT5 TO I/A ONTS DATE: 07/02/24 5 OF 16 X n ,,o 7' X NIL -2'X:2:2' rONC,. APRON- 0 5 10 0 G Ic t PROPOSED FOU`Ni17ATION PLAN — 0 S.F. HAE31 TAE3LE SPACE; 1,500 S.F. GROSS AREA SCALE: 1/4" ., Lre: .. .a>..oa>..,..... ., a.�..:\\ " :.\.o. ..,.. ......,....:.\\ .3s:>`.:.�,e\•fin.:: \'\\o..:�.\\\\\.>���:\.�\.o.y....\>.�\\�\. ,. FLOOR PLAN NOTES DOOR NEW PARTIAL HEIGHT " DOOR NOTE: WINDOW NOTE: - EXISTING TO BE DEMOLISHED ��7� I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT a' WOOD FRAME (L.G. STL. TAG DESCRIPTION MANUFACTURER FIRE NOTES O O I. ALL NEW WINDOWS a DOORS SHALL BE ANDERSEN Q f ON PLANS BY 'JELD-WEN' (OR EQUAL). CASEMENT,DOUBLE-HUNG,OR CEDING (A5 NOTED). WHEN APPLICABLE) =:<, .;°`:_ \ RATING EXISTING TO REMAIN WIDTH HEIGHT • ' lµ ' \\ 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPECS. Q `" 45 MIN. RATED ON PLANS BY 'THERMATRU'(OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; Lu .- NEW FOUNDATION WALL :\\ " NEW WOOD FRAME (L.6. :; \:: SELF-CLOSING 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DE516NATION5 d WINDOW SCHEDULE. HEN APPLICABLE) 11�'S'T\FL��3�y ..\\�o\.\\.�>\, . .. . . \. \. . ......�\.. .\\.\\\\...... \\\........\.\.........\. .. ,...�\\..\\.\. \..\.\\.........> \\..\ \.... . . \ .. .`...:�\\........ �•. .:":., AGPEO SD ODO RSESE 4 MIN F ROM PERPENDRIC USLCAHRE DULE. 3.FOR SUBST TUTIONS SEE NOTE #41 IN "ISLASS WINDO l.. . AND DOORS ON MIN. (2) 2"x4" STRUCTURAL ARM HINGE - WALLS, U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT A Q '�' (U NEW I-HR FIRE RATED aaa a y"...; a..' 5. INSTALL AS PER MANU SPEG.'s 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH Lf) f01 GLIDING ANDERSEN q-q 8-O \\ �► I FWGI0050-4 .O WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS \ 6.PROVIDE (2) 2 xl0 HDR.,U.O.N. b.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED: 07 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL \,\,,\ 'T. SEE PAGE 6-003 FOR ALL OTHER FRAMING b.I. FOR ALL 5KYLIOHT5 E OPERABLE PANELS OF POST FOR b" WALLS) U.O.N. IA :::IF SINGLE SWING 2'-b" 8'-O" \ ►` : , ` \\ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. 62 SWINGING,SLDIN6, d BIFOLD DOORS = Q NEW 2-HR FIRE RATED IF _ "' ..O\\\ WITHIN Ie OF F.F. STAIR d RAILING NOTE: n a-.+ z \\,, O 6.3. WITHIN 24 OF A DOOR L. r-- WOOD FRAME (L.G. STL. 102 SINGLE SWIN6 3'-O" 'i'-O" �' , '\. :; , ;` `_ :; GARAGE 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI d MIN. 10" 6.4. WITHIN 5TAIRWAY5 d WITHIN 56" OF A LANDING O O z Q WHEN APPLICABLE) \\ \ Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES a. - ..::::: „ \OI "\,\\\\\ AEHID3080 2. GREATEST RISER HEIGHT IN A FLIGHT OF 5TAIP5 SHALL 6.6. SEE AL50 6ENERAL NOTES ON PAGE 6-002 •� `- U 105 SINGLE SWIN6 ANDERSEN 3'-O" 8'-O" „ cc NOT EXCEED THE SMALLEST BY MORE THAN $ . 7. SEE PACE 6-D03 FOR FRAMING ELEMENTS AROUND G x (V ,\\ \\ \\ \\\\ \ 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM O Q O 4-+ �n 104 GLIDING ANDERSEN q-q 8-O ?';:: ; '``" \ FWGI0080-4 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS:. ;,.. (2) 2 xl0 HEADER U.O.N. m a--+ \ \ \= 4.1. BETWEEN CLEAR HE16HT E HANDRAILS: 56" MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 4-+ Q -N LO., \Y,`,=: :'o\:;; 42. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. NY5 R3122 FOR OPERABLE WINDOWS WITH SILL HEIGHTS 3 :: 105 GLIDING ANDERSEN 8-O 8-O \,;* ''. \``` FWG8080L 4.3. BELOW HANDRAIL,RAILS ON BOTH SIDES: 27 MIN. LESS THAN 24 ABOVE F.F.,THAT ARE MORE THAN'12 O O Ci3 ALL NEW WINDOW5 SHALL BE ANDERSEN; INSTALL AS PER MANU. SPEC.s. SEE PAGE 6-003 FOR NAILING 8 STRAPPING DETAILS. " °� " " Q a- O **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" ' °` 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN ABOVE GRADE OR THE ADJACENT SURFACE AT THE �. . .>.._..... ... .. . ..>�\... ........ .` \\ \....>. .. \.. . . \\. \. O O�: \.\\ . 106 GLIDING 8: \\\\\\ \.. : OONRE M SOIDREE ORFIS EERASC H F LI6F+T OF 5 TAIRS G ONTAININ 6 FOUR BUI LDIN6 EX TERIOR IF . . ...,. .. .: :._>. .. >�\ �� �� °c <.�\ ,>: ::;\;� �.. R OPEN SIDED \• EGRESS 10'1 SINGLE SWIN6 3'-O" 8'-O" \\: 'y' .. WAL 6 SURFACES LOCATED MORE THAN 50" ABOVE EGRESS NOTE: \\ \ LIGHT VENT FINISHED FLOOR OR GRADE 8 WHERE SHOWN ON PLANS. IN COMPLIANCE WITH NEW YORK STATE BUILDING CLEAR T '1 42" HIGH 6UARDRAI d P CODE, SECTION R3102.1;THE FOLLOWING MEANS OF \\\ "' L SPINDLE SPAGIN6 NOT TO ::Rt�U�tJf='EN4t ,< WINDOW DIMENSION OPENING PROV. PROV. :�,:;:; ., ,.�;`. '.� �\,:,: # .\\ `\\ \ '': TEMP. 3 \ ...,..> \,.. n EGRESS SHALL > .>+ ALLOW PASSAGE OF A 4" ALL BE FOLLOWED: \;\ TAG TYPE MODEL \. ,\\,,\\\\\\ 108 SINGLE SWING 3-O "1-O \,\`; u •;,.,� \�� \ " ��\ WIDTH REQ'D: 20" PER PER -` "-,\,�� \\ � SPHERE 36 HIGH �� .., \ tea:. NOT TO ALLOW \° HEIGHT RE UNIT UNIT ;\'..: `\ .:.:;::, \ \\ o\\\ ;aI,IDi �I�.:::.. WIDTH HEIGHT HANDRAIL b SPINDLE SPAGIN6 O Q F _ \\. ...�\ 6E OF A 4" 0 SPHERE. GEAR OPENIN6........... 5.77"S.F. 105A POCKET 2 O -1 O rr; \\;\ PASSA CLEAR HEIGHT............... 24 MINIMUM c, -- \` \\ 8. 6RIPPABLE RAIL A5 PER GODS. .' i ' A (3) CASEMENT GXWI45 '` '»O � ` ����. 4- ,. 2-I I 4-4 �\ .\\\ NET if \c\\ q RAILING TO BE WOOD W/METAL SPINDLES. NET CLEAR WIDTH 20" MINIMUM ,:.,. :_ a i_ a �\\\�::': ' _ IOq BARN 3 O q O + \;; \\`.\. \. TYPICAL\. 7YP BATHROOM NOTE \.\ \> SMOKE DETECTOR / B (2) 51DELICHT \\... °. \ \ 2 0 8 0 V \� �:.\ ,�\\\\` �. GO DETECTOR NOTES: 5 1. WALL BOARD ,. \.: ? O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT U • i I RESISTANT YPSUM .. I10 RESERVED \\ •� RE I T 6 BOARD IN :.; \\\ c SMOKE /CARBON MONOXIDE COMBINATION DETECTOR INSTALL MOISTURE DOUBLE CASEMENT GW25 \ 4 \\ 5-C . 4'-8 4'-1I " u \' \\,° ;" ��;o���;�. "�'�"`�` \ HARD WIRED TO EACH OTHER w/BATTERY BACKUP. ALL BATHROOMS \ :r \ 1.2. INSTALL CONCRETE BOARD IN ALL SHOWER5 AND W _:•: \ I SINGE 5WING " ii'\\ . `\`. :. '"'' ' 2.INTERCONNECTION BETWEEN NEW E EXISTING DEVICES GI (I) DOUBLE CASEMENT GW24 ,, ,,. 4 \ 3. \�\\ \..`..` `.\\\ .. \... � :��\� �:�����; ' : SHALL NOT BE REQUIRED WHERE EXISTING ALARM TUB SURROUNDS ARE NOT INTERCONNECTED,AS PER NY5 R314.4. 2. SHOWER FLOORS „ „ :':; \\ •c`; :; 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON • 112 SINGLE SWING 2-10 - "` " ,::: `: `""` `:` 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED AND E NT GWIS 2`-4? ` G: ":. 2'-4 4'-II " 8.6 C1.2 8.6 "1 O D (6) EGRESS GA5 MEL ` ' \ 22. - '..:. _; , -D02. I/8 PER FOOT \��\�\, £ \\\\\ PER RAL ELECTRICAL NO ON PAGE 6 TOWARDS DRAIN)EUPON(SLOPE GENE NOTES `•\\�„' 4.SMOKE GO DE G.. `\ \\ / TE TORS TO MAINTAIN \:... .. u n .o i` \\at\,: 3 MIN. \: a0 \ ` „ „ 112A SINGLE SWING 2-10 - E: .• ,'•`` 2.3. WATER PROOF MEMBRANE O G\�\ -1 O T OVER SHOWER E 2 SIDELIGHT ,<\\.i. \ I-2 8-O (1 \ ;.. \\ HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS \\°' � R OR TUB LOOK, WRAP DRAIN 4 ATLEAST 18' UP WALLS d OPENINGS TO BATHROOMS w/SHOWE "., ..: 113 SINGLE SWING n n .: \\ ,,,\,,,,, 2-4 ?-O � \ � � \\\> 5.INSTALL ALL AS PER MANU. SPEC.s F (2) AWNING A51 , \\ 2-t7 .; .., 4-II 2-O �.:0\ ,; '` \\ v\ „\ \\\0 :.> L .�\`..,.,; 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW LAUNDRY ROOM/CLOSET: Q `• \\o \ IN LOCAL ODE 1. NEW WASH /DRY HOOK UP G (2) PICTURE ;o\\`::. n :: \ \�\ \\ ,,; ;... .., \\\ 2-O b-O 114 SINGLE SWING 2-4 ?-O '' \:` `,: 2. ROOM DOOR DIM.'5 COMPLIANCE WITH L 115 SINGLE 5WIN6 2'-6" '7'-O" +r.:, `a Mail 3.PROVIDE HOOK UPS AS REQ S PER MANU H (1) PICTURE :.. n1 - W >` SIN DRYER EXHAUST NOTE:\I (3) CASEMENT GXWI5 Q \ I. DUCT SHALL TERMINATE TO EXTERIOR e�`•\"R< ., �a\o fie`. .\\.w. : n : n DOUBLE HUNG TW5046 \ \\ \ _ :: \\: \' \ 2.DUCT SHALL TERMINATE MIN. 3-O FROM ANY O - \ 4 8 5.8 10.3 5.8 J I 1 \\. -6 '7-O v� 11'7 51NGLE 5WING `\ OPENINGS 3.DUCT 51ZE AS PER MANU. u, o i.;;: n n „ ,_ „ \. \>\ \ \ 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAF7 DAMPER K (I) PICTURE P506D ;:�: - 6-O• �:,��; 4-I I � 5-I I � IF 115 IF SINGLE SWING 2-6 '7 O ;,�; + ,��; :;�\;�:__,.,' .. 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO SINGLE LENGTHS,NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. 6.EXHAUST DUGT5 SHALL BE MIN 0.016" THK RI61D METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45' BEND AND 5 BEND THE MAX. LENGTH OF THE EXHEAUST DUCT DOES T FOR EACH a NOT INCLUDE THE TRANSITION DUCT. U.G� I ELECTRICAL METER: O INSTALL NEW ELEG. METER AS PER NYS MECH. ODE, a L�E� '1 UTILITY 00. STANDARDS (SEE 51TE PLAN) Z C 21'-O" 12'-O" - s, RESERVED: a O 266 S.F. � A/G CONDENSERS: 0 z Oq I. PROVIDE (2) NEW 4-TON A/C CONDENSERS BY "RHEEM" " i I'-U" X I I'-'7" OR APPROVED EQUAL. Q 21-5 x II -O K; O >; 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH C I KITCHEN BATHROOM I ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). 0 [�-Vl X 5'-1" 205 5.F 3.INSTALL AS PER MANUFACTURER SPECS. p 12'-8" x l I'-O" I I -"i X 15-I f PWDR. 6-O X 5-I I 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND H z DINING ROOM BEDROOM I to 0 18.6 5.F MUDROOM AN SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING I-15 S.F. 152 S.F. SUFFICIENT TO ACOMMODATE GROSS WEIGHT OF w 30.5 5.F I CONDENSER. N D O 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GA5 Z - - - - - - - " AST V FROM WINDOWS/DOORS APPLIANCE,AND AT LE WHENEVER POSSIBLE. 11777 10 �Im PROVIDE THERMOSTAT FOR (5) ZONES: ZONE I: FIRST FLOOR - ZONE 2: FIRST FLOOR MASTER SUITE N - ZONE 3: SECOND FLOOR ti i N 2. H.O. TO SELECT MODEL; INSTALL AS PER ~ O O MANUF. SPECS p ►` VERTICAL o I \ II N MIN.ATTIC # GAPESS PULL DOWN STAIR:, PROJECT: LOUVERED WALL o 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") o \ 3.DBL. FRAMING WHEN NEW OPENING BRIDGE LANE o I \ 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q LL INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR C ; o RETAINER TO 0 NT INSULATION o \ DWELLING WHE OPENED,A5 PER NY5 EGG R402.2.4 RESIDENCE M ENTERINO 18'-b" x 13'-O" o 4' X 3' 3'-6" X 3' 3' X 3' o LAUNDRY CL. E GL. GL. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE " ' " THERMAL ENVELOPE OF BUILDING). LIVING ROOM o 12'-8" x if'-q" � 12 S.F. 10 S.F. q g F II-O x 12-O 240 S.F. o FOYER BEDROOM 2 5. INSTALL AS PER MANU. SPEG.'s Io 146 S.F. 152 S.F. 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. k cz NEW PLUMBING FIXTURES: 5235 BRIDGE LANE 0 23'-O" X 22'-O" o O 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. CUTCHOGUE 2 GAR GARAGE oo SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. NY 11935 588 S.F. o0 5,_ ' O'-8" o BATHROOM 2 NEW FLOOR: 0 53 S.F. 13 1. NEW i" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); DRAWING TITLE: 0 SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. INTERIOR. PROPOSED FIRST FLOOR PLAN 0 2.NEW FINISHED FLOOR PER H.O. SELECTION z: 7777=7 '3' '.5.. , , x a •. ..., m ..,.. ..,.,a ..... <.' ...' •, t'r ..'i .., •. •. NEW TILE FLOOR: I`I 1. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON 4.NEW q" PLYWOOD 5U5FLOOR BENEATH (GLUE d SCREW); SCREW PERIMETER OF 5HEATHIN6 6" O.G. d 12" D.G. INTERIOR. PAGE: I51.YPROVI�DE (AI NEW 4-TON HYDRONIG AIR HANDLER(5) 8Y 102m0l. "RHEEM" OR APPROVED EQUAL IN ATTIC 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 5.ZPROVIDE HOT WATER COIL AND CONONE (SEE THERMOSTAT FOR ZONE NECT NEW HOT WATER/BOILER COMBO TO NEW COIL. O6 PROVIIcDE CONGEALED ISUTTERS AT ALL ROOF ED6E5 DATE: 07/02/24 6 OF 16 2.CONNECT DOWNSPOUTS TO CLOSEST DRYWELLS 0 5 10 - 20 FROFOSF_I� FIRST FLOOR PLAN GRAPHIC SCALE 1/4"=1'-0" Jam ' I,cf IC S.F. HABITABLE Sf�AGE; 2,55 S.F. OROSS AREA SCALE: NT5 O E N E RA FLOOR PLAN N07E5 WINDOW NOTE: a NEW PARTIAL HEIGHT DOOR LON�EI^I INTERIOR DOORS WHEN GALLED OUT Q - EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. O 1. ON PLANS BY 'NEED-WEN' OR EQUAL). O I ALLCASEMENT,IDOUBLE4HDO OR GLIDING (AS NOTED). WHEN APPLICABLE) (OR EXISTING TO REMAIN 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT INSTALL AS PER MANU. SPEC.'S. 0 NEW FOUNDATION WALL ON PLANS BY 'THERMATRU'(OR EQUAL). 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; LL! NEW WOOD FRAME (L.G. 3.NOTE DOES NOT INDICATE EACH NEW DOOR SEE DE516NATIONS 8 WINDOW SCHEDULE. J O PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. 3.FOP,SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS STL. WHEN APPLICABLE) R 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR AND DOORS" ON PAGE 6-002. WALLS,U.O.N. 4.ALL CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. N NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL 5.INSTALL AS PER MANU SPEC.' 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH O L0 ® POST FOR 4" WALLS 6.PROVIDE (2) 2"xl0" HDR.,U.O.N. 6.IN GENERAL,TEMP. 6L. SHALL BE PROVIDED. 0) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL WOOD FRAME (L. STL. 'T. SEE PAGE 0-005 FOR ALL OTHER FRAMING 6.1. FOR ALL SKYLIGHTS d OPERABLE PANELS OF O POST FOR 6" WALLS), U.O.N. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. SWIN61N6,5LIDIN&, E BIFOLD DOORS = _0 O 62. WITHIN lb" OF F.F. �- O NEW 2-HR FIRE RATED STAIR RAILING NOTE: 6.5. WITHIN 24" OF A DOOR i WOOD FRAME (L.G. STL. O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI $ MIN. 10" 6.4. WITHIN STAIRWAYS d WITHIN 36" OF A LANDING O O (\I z O WHEN APPLICABLE) Tr - RISERS SHALL BE CLOSED 6.5. WITHIN TUB/SHOWER ENCLOSURES a. 'CD L0 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 2 , U .- NOT EXCEED ALLEST BY CP-005 FOP, MINO ELEMENTS AROUND X .:" " .:..: ...,... ....,.,,:.,a :.. .._.. ... \. . ,:.:,� .. . .... . : 3. HEADROOM I THE MRWAYS SHALL BE ATE EAST 6'-8" , WINDOWSETYP. FOR ALL) `a..� \ .�. . .... \....,. , � ....... �.�. . ... ,... \ \�.. \. ..� \\. U.O.N. PROVIDE AT A MINIMUM O 4- \ o : 4. STAIRS SHALL HAVE E\. .\. � \ LL W 6 CLEAR�.\ . .: L WIDTHS• 2 2 xl...: \.... \ O HEADER\.. � \\ .�, s>: U.O.N. \ \. 00 DC�b \.. \. \ � \ \\ . ING DETAILS. ..... ...a>,,... .. \ .... . .....\ .,�.\ ... .. �\ .. . . "� ... .. .... \ �\\.. .. " O ALL NEW WINDOWS SHALL BE ANDERSEN INSTALL AS PER MANU. SPEC.s. SEE PAGE G 003 FOR NAILING 8 STRAPP D L \\\,.,... \ \.•,:., \a.. .,p,.. \� :.\ :.��. ;,..,. .O.. .•\�.`���� �o�\. ... . :: ... . �\.��., �� , ..., , .. �...�\.�\�� \: :. `::�.=t=_���� 4.1. BETWEEN CLEAR HEI6FfT Q HANDRAILS: 36 MIN. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER +-� N **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" --- - (>3 \�;���� ••. 42. BELOW HANDRAIL,RAIL ON ONE SIDE: 31.5 MIN. NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS C O \ \ .. \ ...,\\\ \. \ \\ \ \ \ \ \ \. \ DOOR \ ""Al\ \ \ \\ \ o 4.3. BELOW HANDRAIL RAILS E\\ \ \ \ \\\`. ON BOTH SIDES. 'T L 55 THAN 24 ABOVE\\\ \. \. \\� \ o, \` \ 2 MIN. VE F.F. THAT ARE MORE\. \ \ THAN 'T2\\ \ . \� \\\ \ ...a ... .. .< \. .ate .::... .<... ,.. ..`. \.. \ .\ \..\L \ \ \ \ \ \ \..O. .\ �. �\\ �. . \ 5. HANDRAILS ..\. \....\ \. ..� �. \ . . .. ;,;,'; AL PROVIDED ABOVE � .. \. .... \ \ ON NOT VE GRAD. . . \ . . \ \ ..\ �. ,;; ;,,.........,.,.........; LE55 THAN E OR E\ \. \. \ \ THE ADJACENT \ \ .v.� ..\.. \..\ o� .\ .�.\ T SURFACE ..�; ��...�\\\. \... .\,.\...\\ �\\O\ ..�... \\�.. \\...... AT THE ._ ..;.:, �, :;: FIRE ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR BUILDING EXTERIOR. \\\ \ \o\\\ EGRESS TAG DESCRIPTION MANUFACTURER tl1 :, NOTES OR MORE RISERS AND WHERE SHOWN ON PLANS. \�\. { \ RATING a \\1,0 CLEAR LIGHT VENT w.. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED ftUH D�NlN WINDOW DIMENSION WIDTH HEIGHT \ MODEL # ;,. , . OPENING TEMP. PROV. PROV. ` NOTE: TAG TYPE ,�.. 45 MIN. RATED WALKING SURFACES LOCATED MORE THAN 50" ABOVE EGRESS WIDTH RE 20" \'\" ` \\\\ \o�: SELF-CLOSING FINISHED FLOOR OR GRADE, 4 WHERE 5HOWN ON PLANS. PER PER .... _� ,\��� „�,`�.`.;\�\.\ \ COMPLIANCE H NEW YO K STATE B HEIGF+T REQ D:24 " UNIT UNIT GORE, SECTION R310.2.1 THE FOLLOWING UMEANS OF \ ..\ \\\.: .. 7 42 HIGH GUARDRAIL b SPIND E 5P\. \\.. \..,. \\\. \. L AGING NOT TO \\. moo\. . . \ �. \\ ..�... \ \. .. a. .>\\\ \ \i. .O \... 1 WIDTH HEIGHT \ .. \ \ \\\ IDTf H1~GHT \\\\ . . \ \ \ .\. \\. \ W \.. \ \ \ \. . \\\\,\\. \,.. \\\\. \ \ .\ "\ \\ \\ \ \ \\ .\. \. . \ \ \. ALL BE FO O\ .\ \\\\ ���` .�.. \, \ . LL WED• \\ \ \\ N \OPEN Q 5F .. .... ,. � ... \.. .. \� \\..\,. .\. . \.. ..\ .\\\ .. .\ \... \ ,`... �\\\ . . .. \. \. ALL 55 6E OF A 4 � SPHERE 36 H_. 4ND.l"LdoR`.\ \\ \ \ \.... o. \\\\ \. . 16F+ \ . \ \ \ a \ \ \\ w\ a \ \. \\ � \ \.. \ \ \. \ \....\\..: \ \\,.a.aa: \ \....: ... \.. NOR ...\ \ ..a " � " � �� � �� �.. .. .. \.. . . .... ..,. �\, \\.....,.....;.a....:\. .�.�\ ....\ . \\ .. HANDRAIL d SPINDLE SPACING NOT TO ALLOW A (3) CASEMENT GXWI45 g3-C9 �.' 2-I I 4-4 ........... S.F. � - - � � � ... ..:........<;. . 201 IFSINGLE SWING 2'-4" �E_0:� �...,.. :...,.... ............... a �7- PASSAGE OF A 4" � SPHERE. NET CLEAR HEIGHT& 24" MINIMUM �:.uk&`��::_�� 8 6RIPPABLE RAIL AS PER CODE. NET CLEAR WIDTH................. 20" MINIMUM B 2 SIDELIGHT `_ 2'-O" e,_0" a :%:tea\\ - Q. RAILING TO BE WOOD W/METAL SPINDLES. - 202 SINGLE SWING 2 O 7-O �-�+\� \ + :\�_� �����.\\a �\•. „, �, \ TYPICAL BATHROOM NOTE: � ,;��\ �. �,::,.,::\, ' �.. �� � ;;;�\��.. „ „ ���,\�\�::,�\� 0.,,���: SMOKE DETECTOR / CO DETECTOR NOTES: G (2) DOUBLE CASEMENT GW25 ;.., \ \ :.` \ 4-8 4-I I 5 =- •-- I.I. RESISTANT GYPSUM �a\\\;\�� ��\\ CONTRACTOR SHALL PROVIDE CODE COMPLIANT L ° \ . ::;: HALL BOARD IN ,, :.., .. 203 RESERVED 3 ....... \......\\\\\ \\\\\\\\ \\\\\\:,, : ., yf\\\„ - \\_\,< \\ SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ALL BATHROOMS ..... ......... .. GI (I) DOUBLE CASEMENT OK24 ? -fit �,,, ,t3 4-8 4 O \. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. 2.INTERCONNECTION BETWEEN NEW E EXISTING DEVICES 12. INSTALL CONCRETE BOARD IN ALL SHOWERS AND '`„" \ \` 204 SINGLE SWING 2'-6" "i'-O" ;+ 5 D (6) F EGRESS CASEMENT GWIS '. 4,. .,, •,\;✓'-O,,_ " 2'-4 4'-II 8.6 a.2 8.6 \, SHALL NOT BE REQUIRED WHERE EXISTING ALARMS ROUND : . \ 0 \` ��.�o.� \\c�� ::: :•�:. ..:. ::_. ARE NOT INTERCONNECTED,AS PER NY5 R314.4. SURROUNDS .c \ \ \ 2. SHOWER FLOORS . .....;• _ , \ ,.. 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON • \\ \\, ; ':`'.' 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND „ \. _,`.. .----;\\ 205 SINGLE SWING 2 10 -1 O .. E (2) F SI DELIGHT _ 22. - PE I/8 PER FOOT .:.,,<�\ � CONCRETE MUD SET (5L0 .�:.°�°� ��-.. PER GENERAL ELECTRICAL NOTES ON PAGE 6 002. TOWARDS IE DRAIN) UPON ": .. a .: , 2 3. T T 3 MIN. _: '' >:: 4-I I :2'-0 206 SINGLE SWING 2-6 "i-O ` ; "_• _ HORIZONTAL SEPARATION FROM SUPPLY/REIURN DUCTS WATER PROOF MEMBRANE TO COVER SHOWER F (2) AWNING A51 \\ ? \\\ \ ;\ gT '\`\\ \ FLOOR WRAP DRAIN AT EAST IS" �\ �\ ., , � OPENINGS TO BATHROOMS w/SHOWER OR TUB. L UP WALLS s:•.,,..,r. :."` :\ : .....: \>.„ `o az 5. INSTALL AS a .:: ... :. \\ , `. : \\. ,`.\\\\ E EE E� \,\ a\ \\\\\\\: ALL PER MANU. SPEC._ \ \\ 20"f 51 NGLE SWING 2-O 'T-O +� .\ �\' 1_0 (2) PICTURE :\ ;.;\.<:. \\ `.\\ .. ���\ ,; , \, 2-O 6-O \\ \. \ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW LAUNDRY ROOM/CLOSET: _..._ _ \\\\\\\\\\\\\\\\ IN COMPLIANCE WITH LOCAL CODE 6 \; E is :..... 2 ROOM d DOOR DIM's .. \ \ -oil \ ,. s ORDINATE LAUND� H (I) 1 F_PICTURE . < :c\.. :: ... . \:> \\ �, \ P . \ 3 208 A POCKET .., `' '`\ COORDINATE OF EQUIP. /n \\ V J < ` �° 3 PROVIDE HOOK UPS A5 REQ 5 PER MANU CASEMENT GXWI� 2-II 4-II 209 SINGLE SWING 2-6 -O I (3) GAS i \o \ \ 1-J-W < \ o\G... W OUB E-HUNG TW3046i,F. u,.:; �#_» ;:°' .::. E: \ : ` \ > DRYER EXHAUST NOTE: D L \\\\ \ , \\ , , 3-I 4-8 5b 10.5 5.8 210 SINGLE SWING 2 4 7 O �►.\ \\\ \\\\ `\: ,\ \. \\;? \v I. DUCT SHALL TERMINATE TO EXTERIOR PICTURE P5060 4-II 5-II "1 O \ OPENINGS211 SINGLE SWING 2�_ �: a _. __ _........... 3.DUCT SIZE A5 PER MANU. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE LIMITED TO 51N6LE LENGTHS,NOT TO EXCEED 5 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2155A. 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL SCREWS '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH a0" BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. --- O ELECTRICAL METER: INSTALL NEW ELEG. METER AS PER NYS MECH. GORE, $ UTILITY 60. STANDARDS (SEE SITE PLAN) N -- - Y � .. ORESERVED N w A/C 10'-0" X 6'-2" I PR IDIEE(2) NEW 4-TON Al, CONDENSERS BY "RHEEM" �? OR APPROVED EQUAL. < �� WALK-IN CLOSET 18-6 X I I --I„ 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH ,. I I 62 S.F. ZONE (SEE THF-RM05TAT FOR ZONE DE516NATION). �8:12 PITCH 8:12 PITCH- �v BEDROOM 4 4'-4" X 2'-O" I = I z 0 3.INSTALL AS PER MANUFACTURER SPECS. 155 S.F. E O 12-O X 14-I I I 4.INSTALL UPON LEVEL &ROUND k PROVIDE GROUND F BEDROOM 3 SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF z m r w w I CONDENSER. w f- - \ I > I 5.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 z ' " X 12'-0" Q m j I APPLIANCE,AND AT LEAST 3' FROM WINDOW5/DOORS O V - FA OOM Q , „ j WHENEVER POSSIBLE. V X 51- ' -- -- _ BATHROO 155 I I WALK-IN OL05ET I THERMOSTAT: �u Q 50 S.F. I I to I. PROVIDE THERMOSTAT FOR(3) ZONES: Ix ®�-- - - - ��- -� I O - ZONE I: FIRST FLOOR d - ZONE 2: FIRST FLOOR MASTER SUITE - ZONE 3: SECOND FLOOR 0 2. H.O. TO SELECT MODEL; INSTALL AS PER MAN UF. SPECS p i0 O :1 I II NEW ATTIC. ACCESS - PULL DOWN STAIR: 1 -6 -X�3-6 j I. MIN. 550 # CAPACITY PROJECT: ® VER AL A.H. �' 5.3 5.F 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I 3.DBL. FRAMING WHEN NEW OPENING PEATHERSTRIP BRIDGE L - O ED WAL oo \ �� - I 4 INSULATION ABOVE ACCESS OPE .I(OR PROVII PFLE OR A N E L LC I DWELLI RETAINER WHENP OPPEENED,AS PER NY� INO GG R402 2 4 RESIDENCE o I (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE - OF B ON I ® ITHE 5. NSTALAL L ENVELOPE OF SBUILDIN6). \ 12'-O" XIS'-'1" 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I \ BATHROOM OM I 5 - o -O" x 8'-6" MBING FIXTURES:NEW PLU 5235 BRIDGE LANE -_--:_::... .__ __- _�- 8'o AUNDRY ROO 12 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. CUTCHOGUE NY 11935 8:12 PITCH- b:12 PITCH'"" o \ 64 S.F. I I SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. f NEW FLOOR: 1. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE b SOREN; DRAWING TITLE: SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. INTER 2.NEW FIN SHED FLOOR PER H.O. SELECTION PROPOSED SECOND FLOOR PLAN . 7 �. ., NEW TILE FLOOR: 14 I. NEW TILE FINISH (H.O. TO SELECT) UPON 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON 3.NEW 4" DUROGK GEMENTBOARD (OR EQUAL) UPON 4.NEW 5" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 50REW PERIMETER OF SHEATHING 6" O.G. 6 12" O.G. INTERIOR. PAGE: HYDRONIG AIR HANDLER: I5 I. PROVIDE (1) NEW 4-TON HYDRONIC AIR HANDLER(5) BY ■ "RHEEM" OR APPROVED EQUAL IN ATTIC 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH A-103 ZONE (SEE THERM05TAT FOR ZONE DE516NATION). 3.PROVIDE HOT WATER COIL AND CONNECT NEW HOT WATER/BOILER COMBO TO NEW COIL. - -- - GUTTERS: DATE: 07/02/24 OF 16 16 I. PROVIDE CONGEALED GUTTERS AT ALL ROOF EDGES 2.CONNECT DOWNSPOUTS TO CLOSEST DRYWELL5 0 5 10 20 �. t, own i >t C,5GOND FLOOR PLAN GRAPHIC SCALE 4"�� ft4', 10(� SCALE: NTS 0 S.F. HAE317ABLE SFAC/E; 1500 S.F. OROSS AREA — — — — — — — — — — — — — — — — — — — — — — — — — — — \ r1 \ a \ o J co GENTEZ ON ENTRY \ Co IA IB \ Q a-+ (V PROP. RIDGE HEIGHT -------------------------------------------- \ C Ln \ , >: �0 L\\ O° N z d 'cc \ x N \ O O 0 4 C9 O m 4-J Lo N \ O a O \ a PROP. RIDGE HEIGHT i ELEV. +-72.'7' --- 12 5 B \\ W tu m 1A O O O \ \ -�-' 70 ® o 4—j m EELF-777v ECOND FLOOR 5.3' — 0 F I CD\\\ I �— E ASkQ) FIRST FLOOR \ / - ELEV. +55.1' \ II 12 / AB GARAGE SL \ 12" \ ILUMIN. / MIN. NEAREST SETBACK ® NORTHWESTERLY P/L ELEV. +54.0 —� 20.8' AVERAGE GRADE11 =ZZZIAVERAGE GRADE lW, ELEV. +53.8' 4 7 4 i IF- 7I II — II I II II BASEMENT SLAB .,R s ELEV.+45.0' —� — — — —T ----- — —s-5' Z O NORTHEAST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" z a Q z 0 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "G-003" FOR NAILING t STRAPPING DETAILS. N v ELEVATION NOTES **5EE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER" .\ \ \ \.\\ \ \.. \... \ . TYPICAL ROOFING. ...,.. . .. .�...... .... .. .�.. �j... � ...... ,.\. _ ...\. �T � . � ��..�\. �..�\�. �\.\\\ ����\\\\\\\... ��\� \\:����.. \\,�\ Z I. SEE NOTE AT BUILDING SECTION FOR MINIMUM , ; - \ \' .;. EGRESS U CONSTRUCTION STANDARDS y \, �� \\ CLEAR LIGHT VENT U 'dl� 71E3 �a,,; \ WINDOW DIMENSION PROV. PROV. 2. H.O. TO VERIFY FINAL COLOR S MATERIAL SELECTION # OPENING BEFORE INSTALLATION TAG TYPE MODEL \\\\ <: \\\ TEMP. PER PER WIDTH REOV: 20" ` I3 "1'#wf \ IaHf\ WIDTH HEIGHT HEI6HTREQ'D:24" UNIT UNIT :,_•; ASPHALT 5HINGLE ROOFING BY 'GAF' (OR EQUAL) \.,,; <\m :. OPENREQ'D: 5.T S.F. N IA MIN. 50 YR. WARRANTY CHARCOAL 3 \ A (3) CASEMENT GXWI45 ���. .���\��.�� "��� " " w N 1B STANDING SEAM METAL ROOF PANELS; BLACK B (2) SIDELIGHT 0IF Eu-F2�v 8 L 1� I � TYPICAL SIDING: C 2) DOUBLE CASEMENT GW25y\ !? "°O"\ " � 4'-8 4'-II u o2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM ( \ '0' ' PROJECT: CONSTRUCTION STANDARDS GI (I) DOUBLE CASEMENT GW24 \\\ ` \\" \\\\ 4- 4-011 \` {� ; ;< " 8 " 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION ` . BEFORE INSTALLATION BRIDGE LANE L LC ' " '-4 4'-IIEGRE55 CASEMENT(6) 8.6 q.2 IF 8.6 ® HARDIE BOARD 8 BATTEN, 2'-0" SPACING; GONST. GRADE CEDAR E (2) SIDELIGHT IF \\'' MR* '. > o \\\' I'-2" 8' O" 8 RESIDENCE \: �. HARDIE CEMENT LAP, 5.25"W HORIZONTAL; GONST. F (2) AWNING A51 ,\ ?" 4'-II 2'-0 GRADE CEDAR G (2) PICTURE ;; `0`", W 2-0 6-0 5235 BRIDGE LANE \ ` \IF \ >;:, NEW A/C CONDENSER ON GONG. PAD OR OTHER " \\ a,: ... 0 3 \\�APPROVED GROUND SURFACE (5EE FLOOR H (1) PICTURE \\\\ `•' `\\\\\\\\\\\\\ 3'-O" b'-O" PLAN NOTES) ` CUTCHOGUE, NY 11935 IFI\\y\ ..: 1 (3) CASEMENT OXWIS 5`-O 2'-II 4'-II �" O NEW CLOSED P. GONG. STAIR \ \ \\ IF DRAWING TITLE: J (U DOUBLE-HUNG TW3046 `` " \ .:4`- """'" 3'-I 4'-8 5.8 10.5 5.8 \: : PROPOSED EXTERIOR ELEVATIONS ".;,. {\\\.`sN\\�` i O5 TYPICAL Iu xl2u CEDAR PAINTED BLACK (OR EQJ: K (I) PICTURE P5060 . ,5, 4 I. PROVIDE AT ALL FASCIAS ,o GI O RESERVED \ / \ / PAGE: O NEW HOSE BIB NEW POOL EQUIPMENT ON GONG. PAD OR OTHER A' 2 0 :1. 0 O APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) O NEW BASEMENT ENTRY CL05ED P. GONG. STAIR DATE: 07/02/24 8 OF 16 to NEW DRYER VENT: SEE NOTE ® PLAN NEW MECHANICAL UNIT DIRECT VENT: II INSTALL MECHANICAL UNIT DIRECT VENT A5 PER MANU. ' SPEC.'S IN FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER NYS MG 504. SEE ALSO NOTE ® FLOOR PLANS. T, NEW MECHANICAL UNIT FRESH AIR INTAKE: 12 INSTALL AS PER MANU. SPEC.'S Z" NOR HNEST EELEVAT 10N (i?I O HT SIDE) SCALE: 1/4" I Q ui W m J N 0� C Lr) O � � O (V Z O Lo ' CD T-- ;_> x c\j O 00 4 � NOO � � Q a O W L 5 12 5. . U r I \ j \ o F.F. \ �0 0 0 SOUTHINF-ST ELEVATION (REAR) SCALE: 1/4" = P—O" z O w ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEC.'s. SEE PAGE "0-005" FOR NAILING d STRAPPING DETAILS. ELEVATION NOTE5 **SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER" z \ \\ \ \ \\ \\ , .\ \. GA ROOFING. ,� ,o\ \\ O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM -- -- aimlm \\\... a.'•\\.\q\\\\\\\\��\a �\\\ . EGRESS CONSTRUCTION STANDARDS \\\\\\ \ CLEAR z LIGHT VENT 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION \...; R013,ri '' 1F�IN ;•.<; ``: WINDOW DIMENSION O BEFORE INSTALLATION # \; \\ H TAG TYPE MODEL \\; ` . \ '\ OPENING AMP PROV. PROV. \\\ PER PER 12 1 \ ..;. \ \c s.... ". WIDTH REQ'D: 20" ASPHALT SHINGLE ROOFING BY 'GAF' (OR EQUAL) `O\gip \" \ \ HEIGHT REQ'D:24" UNIT UNIT ov,\O. HEIGHT OP \: \\ \'•"' WIDTH F— IA (MIN. 50 YR. WARRANTY); CHARCOAL N A (5) CASEMENT GXWI45 ' \\\\ \ \\\ z IL c� IB 5TANDING SEAM METAL ROOF PANELS; BLACK " °` .,,:.:,; ` ° . °` B (2) IF SIDELIGHT 2'-O" 8'-0" TYPICAL SIDING: \ \\\��\ ; to ..�\ •\ate•` ,f "a•• i n i n OC (2) IF DOUBLE CASEMENT CW25 „• ,=i ��� -=0 4-8 4-I I N 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM \'" " ., `\�,` CONSTRUCTION STANDARDS GI (I) DOUBLE CASEMENT GW24 °\ ,•. 41-5111 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION ",.,,.::;. \\:..... 'L N BEFORE INSTALLATION "'"'— D (6) EGRESS CASEMENT GWIS ? " 2'-4 4'-II �" a.( 9.2 8.6 HARDIE BOARD 8 BATTEN, 2'-O" SPACING; CONST. ,,,; ® GRADE CEDAR E (2) IF SIDELIGHT aig \\ L I-2 PROJECT: \\.S �. '?.�.\\ HARDIE CEMENT LAP, 8.25"W F (2) AWNING A51 HORIZONTAL; GONST. \\�\• "\\\\\ 4'-II �" 2'-O 2B GRADE CEDAR (2) PICTURE ; 2'-0" 6'-O" BRIDGE LANE L L C NEW A/C CONDENSER ON GONG. PAD OR OTHER \\\ \\' O APPROVED GROUND SURFACE (SEE FLOOR ;����� \, .:�\���\\� ,_ ,- „ RESIDENCE PLAN NOTES) H (I) PICTURE \ \\\ \\ \ \\ 3 O 6 O \ ` c \ 1 (5) CASEMENT CXWIS : a'° I) NEW OL05ED P. GONG. STAIR 10.3 5235 BRIDG E E LANE TW5046 5 IF OTYPICAL I"xl2" CEDAR PAINTED BLACK (OR Ead: K (I) PICTURE P506o \\` "., --rv; ;"off' 4'-II " 5'-n " CUTCHOGUE, NY 11935 I. PROVIDE AT ALL FASCIAS IA DRAWING TITLE: - - -- _ PROPOSED EXTERIOR ELEVATIONS 7 NEW H05E BIB NEW POOL EQUIPMENT ON GONG. PAD OR OTHER — — O APPROVED GROUND SURFACE (5EE FLOOR --- _ 1G PLAN NOTES) = LINE OF _ �— — — — PAGE: —� Oq NEW BASEMENT ENTRY CLOSED P. GONG. STAIR BEYOND_— — IO NEW DRYER VENT: A-202m0l SEE NOTE ® PLAN ONEW MECHANICAL UNIT DIRECT VENT: 5 //O\\ rr / ��, B II INSTALL MEGHANIGAL UNIT DIRECT VENT AS PER MANU. / \ Ir j— \ I DATE: 07/02/24 9 OF 16 5PEG.'S IN FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER NY5 MG &04. -- --- 5EE AL50 NOTE ® FLOOR PLANS. ❑ ❑ ONEW MECHANICAL UNIT FRESH AIR INTAKE: 12 INSTALL AS PER MANU. 5PEG.'5 � ' 1 O O O F,;, ` ✓ SOUTHEAST ELEVATION (LEFT SIDE) 5GALE: 1/4" = P-O" Q W W J03 a rn 0 PROP. RIDGE HEIGHT ELEV. +'72.-f' - ----------------- O CV z O EXPOSED RAFTER m c Lr V TIES ® DEN BEYOND 12 c G x CV O O 0 04- (.0Q.N,P� RR A t-kPROP. RIDGE HEIGHT 4-J O � L) A ELEV. +68.-f' --------- ----------- Q C6 - - - - - - - - - - - - -- — - - - - - - - -��'� I 12 2 PROVIDE R-21 INSULATION WITHIN WALLS SEPARATING 6ARACE FROM LIVING SPACE (AT GROUND d ATTIC LEVEL) G.J. PER PLAN G.J. PER PLAN z m INSULATION ® DEN CATHEDRAL GEILIN6 Q X BEYOND ENTRY PROVIDE HDR ABOVE ALL WINDOWS d ..�J _ DOORS AS PER � GARAGE � [ISTRUCTURAL PLANS� � U dJ z m PANTRY � n 1 O O X , ' dJ o* 2"xb" SILL W p 44 w PLATE o -�--J m ® WINDOWS. � FIRST FLOOR FIRST FLOOR O ELEV. +55.1' -----� ELEV`. +55.1' -----� - S � I \ 4 GARAGE B_SLA U ELEV. +54.0' ----��- --- - - - - - - - - - - - - - - - - - - - - - - - - - - - `-- --- �":I' PITGH AVERAGE GRADE �- --- ( J�CXX XXXXS . . R PLAN (�X`KXXXXXX3 AVERAGE GRADE FJ PE \/ ELEV. +53.b' WELEV. +55.8' nWvn``J BUILDING SECTION NOTES "' / /El ONEW ROOFING NOTE (TYP): FILL TED 1. INSTALL NEW AS NOTED ON ELEVATIONS 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER SECTION I -I/ -30 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) SCALE: 1/4" = 1'-0" S. GAP SHINGLE OVER RIDGE $ HIP5 (AS REG'D) b.PROVIDE RIDGE VENT (AS REOV) 'i. FLASH ALL VALLEYS &.INSTALL DRIP EDGE AS REOV 4. INSTALL ALL AS PER MANU. SPEG.'s O2TYPICAL ROOF 8 GEILIN6 CONSTRUCTION: SGT I O I — / —�O • NEW G ROOFIN AS NOTED • 1/2" GDX PLYWD 5HEATHIN6 (BLOGKIN6 W® ALL PLYD SEAMS) • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER SCALE: I/4" = I'-0" & INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N) • PROVIDE R-49 BATT INSULATION WHEREVER ALLOWED PER ATTIC SPACE; IN ALL OTHER AREAS, PROVIDE R-55 BATT INSULATION • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES NE EXTERIOR ALL CONSTRUCTION (T`(P): Z W W O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON O • 1/2" GDX PLYWD. SHEATHING (BLOGKINC ® ALL PLYWD SEAMS) UPON PROP. R_IDGE_HEIG_HT ------_ ----_--_- _----------------- CONNECTION A AS w • 2"xb" STUDS ® Ib" O.G. W DBL. TOP PLATE ELEV. +83.3' PER PACE 6-005 • MIN. R-21 BATT INSULATION NEW RIDGE z W• 5/5" 6YP5UM BD. ALL FIN15H NEW SIDING NOTE (TYP): O I. INSTALL NEW AS PER ELEVATIONS 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'s 12 0 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ���� ��a Z INSTALLATION 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL Q A N TYPICAL FLOOR CONSTRUCTION: Q�� ATTIC z� ZO O U 5 I. FINISH FLOORING TO SELECT 2. 5/4" T4 C GDX PLYWD. 5UBFLOOR GLUED 8 50REWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MID5PAN 4. MIN. R-50 BATT INSULATION (ONLY BETWEEN FIRST ri et FLOOR AND FOUNDATION) S G.J. PER PLAN � 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM J015TS Fw- cl l� p ti z PROVIDE HDR ABOVE ALL WINDOWS d z m DOORS AS PER PROJECT: p STRUCTURAL PLANS E- SECOND FLOO 2"xb" SILL - HALLWAY PLATE lu FAMILY ROOM 4 BRIDGE LANE L LC ® WINDOWS. �pr 'A S r RESIDENCE 4 SECOND FLOOR IH ELEV. +b5.3' ---------- -------- t F.J. PER PLAN 5235 BRIDGE LANE CUTCHOGUE, NY 11935 CONNECTION 'GI' AS PER PACE 6-005 NEW STUD TO FLOOR A55EMBLY n TITLE: FIRST FLOOR BUILDING SECTIONS o Lu DINING ROOM O HALLWAY FOYER NEW STUD TO IN FIR5T FLOOR FLOOR A55EMBLY OTION ELEV. +55.1' CO PER PAGOEE 'DI' AS PER P 6-003 ` J"W PITCH 5 PAGE: AVERAGE GRADE / / / / / F.J. PER PLAN _�® ■ ELEV. +55.8' BASEMENT DATE: 07/02/24 10 OF 16 O COMPACTED I FILL BASEMENT SLAB I I a ELEV. +45.0' -----� -------------- lk SECTION 5-5/A-50 I SCALE: 1/4" = 1'-0" PROVIDE STRAPPING 3 NAILING PROVIDE 5TRAPPING d AS PER CONNECTIONS 'D' d 'E' IN PROVIDE 3" (MIN) GONG. COVER NAILING AS PER CONNECTION "TYPICAL NAILING/STRAPPING OF ALL REBAR WNa WITHIN P. GON 'D' IN "TYPICAL REQUIREMENTS FOR UPLIFT, FOUND. WALL5 b P. GONG. FT615. NAILING/STRAPPING SHEAR, 4 LATERAL RESISTANCE" PROVIDE 3" (MIN) GONG. COVER REQUIREMENTS FOR UPLIFT, ON PAGE 6-005 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG. SHEAR, d LATERAL STUD (AS APPLICABLE) FOUND. WALLS d P. GONG. FTG'5. RESISTANCE" ON PAGEa 0-005 Q PROVIDE INSULATION ® EA. STUD. HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES NEW 2"xb" (BELOW STUD) d 0 2"x4" (BELOW F.J) P.T. SILL NEW (2) 2"xb" P.T. SILL PLATES LLI SPECIFIED ON PER ENERGY TABLE PLATES UPON SILL SEAL UPON 4" P. GONG. SLAB UPON SILL SEAL UPON COPPER LLl - SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; (WHEN APPLICABLE) TERMITE SHIELD J � PLANS AND NOT PROJECTING MORE THAN 41'2" INTO COPPER TERMITE SHIELD PITCHED METAL 5TAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT b"xb"-IOXIO W.W.M. BETWEEN Cy) JOIST HANGER BY FLOOR SYSTEM AS NEW 5/5"4) HOOKED ANCHOR CENTER d UPPER �OF SLAB Q t (ZJ '51MP5ON' OR EQUAL NOTED ON PLAN BOLTS w/3" SQUARE WASHER d SECURED IN PLACE DURING POUR NEW 5/8"4) HOOKED ANCHOR .� L0 ENDNUT;SPACING AS INDICATED BOLTS ® 511" O.G. w/3" I=I RST/SECOND 1-I N I SHED FLOOR ON 6-005 FOR STUD WALL b ® b MIL POLY 0 MOISTURE RETARDER SQUARE WASHER 6 ENDNUT 45" O.G. FOR F.J. PLATE } GRADE 14 n. 0 0 V2" MIN. SPACE BETWEEN I - �(.• GRADE .0 r- 0 WALL AND HANDRAIL '1`— �) •I : _ r �I' . 0 2 X : N s/4" PINE RISER \ t- 4" ,I�:,a° 4" GRAVEL BASE :Ila. 8" — 0 O m0 +� W #4 HOOKED VERT. REBAR 048" O.G.— :!i� I -J ateJ °/4" PINE TREAD STANDARDS FOR ORIFFfi�BLE HAND RAIL I : I. O co II. #4 HOR. GOUT. REBAR ® TOP d — �I Q d. 2 b BOTTOM OF WALL (2 TOTAL) SCALE: NTS I r P. GONG. FOUND. WALL II' — (MIN. 4,000 PSI) lo" X _ O OR055 SECTION O MIN. d0 X dJ z p0r HANDRAIL I� P. GONG. GOUT. FTC. I ROUNDED NOSING CLEARANCE CIRCULAR NON-CIRCULAR '•' 'II w/y4' RADIUS W ;•a it (MIN. 4,000 PSI) _ p.11. #b HOOKED VERT. I (3) 5 HOR. CONT. REBARJI • (NOT INCLUDED IN � • # TREAD DIMENSION) 4"-6y4�� REBAR ® 28" O.G. • :II :;,_- • n lye ii_2�� PERI- 2Y4ii a.i�. 70 MIN. 4 METER MAX. " .: �I X ". - • �J II• I O O AS ajl IPROVI GLEAN IJI PHALTIG DAMP O COMPACT FILL '-b� n , tu PROOFING TO EXTERIOR y lI• O O I I I W O I W .II •' m • it I`� FOUND. WALL_ DETAIL_ (O ARAOE) U P. GONG. FOUND. WALL _ (3) 2 xl2 STRINGERS ® w/R-21 (MIN. 4,000 1-5I) •'• �1I' z INSULATION, IF UNDERSIDE 15 FACING ' I . �- STORA&E/NON-HABITAL SPACEA-4OI.OI :l i \ 1� PROVIDE STRAPPIN6 d NAILING Q ' ^ #4 HOR. GOUT. REAR ® ;' I1• AS PER CONNECTIONS 'D' d 'E' IN L/ Y2" GYP. BD. TOP, MIDDLE THIRDS, I$ �4 I�.: "TYPICAL NAILING/STRAPPING PROVIDE 3" (MIN) GONG. COVER r1 1 STORAGE UNDER BOTTOM OF WALL (4 TOTAL) •II REQUIREMENTS FOR UPLIFT, of ALL REBAR WITHIN P. GONG. tJ,J WHEN ?�FFL I G,�L�E) C'1 SHEAR, E LATERAL RESISTANCE" FOUND. WALLS a P. GONG. FT6'S. Q P. GONG. GOUT. FT6. II ON PAGE 6-003 ® EA. J015T/ (MIN. 4,000 PSI) 4;. ;I1 STUD (AS APPLICABLE) NEW 2"xb" (BELOW STUD) 4 * 1 2"x4" (BELOW F.J) P.T. SILL 4" P. GONG. SLAB , II ••, PROVIDE INSULATION PLATES UPON SILL SEAL UPON ' •jl BETWEEN CAVITIES COPPER TERMITE SHIELD b xb -IOxlO W W.M. BETWEEN a• I I PER ENERGY TABLE NEW 5/5"0 HOOKED ANCHOR CENTER 4 UPPER � OF SLAB II ' (WHEN APPLICABLE) SECURED IN PLACE DURING POUR •• it BOLTS w/3" 50UARE TREATED 2"xl2" SILL FOR CONTACT II : WASHER d ENDNUT;SPACIN6 • i FLOOR SYSTEM AS AS INDICATED ON 6-003 w/ GONG. (IF APPLICABLE) •' • ! . . : a li '' NOTED ON PLAN FOR STUD WALL d 0 45" ' I O.G. FOR F.J. PLATE BA5EMENT/F I RST FLOOR : b MIL POLY a `.' ` ' '•. p ASPHALTIC DAMP MOISTURE RETARDERI .�. ' �'• ' ' ' ! PROOFING TO EXTERIOR 4° &RAVEL SASE _ " ' '• _ 7 t- (5) f5 i0R. CONT'REBAR �� aI�/. GRADE INTERIOR hIOOD STAIR DET,�I L_ ' PROV. GLEAN 2'-0° — If COMPACT FILL r-z 4•1I II I1.:. O O I - ' " I I 1 #4 HOOKED VERT. REBAR 0 46" O.G. 11. FINISHED STONE SCALE: 3/4 I -O 4" GONG. SLAB P. GONG. FOUND. WALL (MIN. 4,000 P51) jp 2 FOUND. kiALL. DETAIL (BASEMENT) - #4 HOR. GOUT. REBAR® TOP '. II A-401.01 BOTTOM OF WALL (2 TOTAL) a •' I .•' O SCALE: 5/4" = I'-0" if � P. GONG. CONT. FT6. (MIN. 4,000 P51) GRADE / /\\/ BAGKFILL �.II e Z 4" P. GONG. SLAB :i�••. 3 ° \\� —COMPACTED Q EVERY b" I I. . ..�. 4 •.:, . 4 ..Ilt Z EXTEND FOUND. WALL k FTC. AT a w _ N U COL. PER FOUND. PLAN;PROVIDE b MIL POLY •a ' p Z z \\\� �� ADDITIONAL (2) #5 VERT REBAR MOISTURE RETARDER :' ! w F- ° ( 4 GRAVEL BASE— +� z O IN GONG. WALL BENEATH COLUMN 3) #5 HOR. GOUT. REBAR a f V 0 2'-o„ PROV. GLEAN \ i/ I I COMPACT FILL III III I ( I I I N P. GONG. FOUND. WALL d FT& AS FOUND. ill_L_ DETAIL (G Rl�ll_5i�.) Lu Q PER DETAILS 5/A-401 3 b/A-401 SCALE: 5/4" = 1'-O" EXTERIOR MASONRY DEG�G DETAIL_ PROJECT: A-401.01 SCALE: 5/4" = 1'-0" 2'—O" LAP BRIDGE LANE L LC (7YP) NOTE: #5 REBAR (TYP) 2'-O" LAP I. IF FINISH MASONRY USED (SUCH A5 NOTE: (TYPJ RESIDENCE BLUESTONE) - MA50N TO ADJUST I. IF FIN15H MASONRY USED (SUCH AS - — _ —————————— BLUESTONE) - MASON TO ADJUST - HISHT O D 6 5 READ TO ----- — --------- AGGOUNT FOR FINISH MASONRY HGHT OF LANDING AS REQ'D TO 4"P. GONG.SLAB I I — -r— -}-— 4"P.GONG.SLAB ACCOUNT FOR FINISH MASONRY „ w/bxb 10/10 WWM --I ---- II 2. ALL HORZ.SURFACES SHALL BE PITCHED „ w/bxb 10/10 WWM I UPON COMPACTED I I I I I I ® I:48 AWAY FROM BUILDING I UPON COMPACTED 2. ALL HORZ.SURFACES SHALL BE PITCHED (TYPE FILL ——————_—_ 1 II I I7-------------- 5235 BRIDGE LANE (TYPJ FILL O 1:45 AWAY FROM BUILDING j ' I -------- CUTCH OG U E NY s. FOR SLABS ABUTTING FRAMING, INSTALL 11935 COPPER FLASHING FROM 12" ABOVE AND GRADE 3. FOR SLAB5 ABUTTING FRAMING, INSTALL I I) I I I ADJACENT TO SLAB, BED ALL FLA5HIN6 REBAR SENT TO r REBAR BENT TO .' COPPER FLASHING FROM 12"ABOVE AND - ---�a--� IN ASPHALTIC MASTIC ! `,.- ----a--� ADJACENT TO SLAB, BED ALL FLASHING SLAB AS SHOWN 4- -- ------- ------ —— —— I I SLAB AS SHOWN • � • -- °-----`---° INASPHALTIGMASTIG �� \\ \\ \\ z II 1 =_---=i�—__IL__I�---_—_ DRAWING TITLE: \ \ \ z STAIR DRAINAGE GALGULATION5: ,•� \ #5 REBAR (TYP) II DESIGN DETAILS STAIR WIDTH = 3-b •° n .i i< PROPOSED NEW AREA= 53.6 S.F. /• /\/\/\/ r! \ \ I 1 �,, ., i g\ b , b•/ / �/ / #5 BENT I 1 I d-� I 53.6 ! Ft. X 0.17= 9.1 (1) #4 REBAR ® EA. i�•' °�/ \/ / �� / (I) #4 REBAR ® EA. �. ,S i //• // // // // / O I I J I I I I, #5 BENT 9.1/3.1= 2.9 VERT. FT. OF 2' VIA RING REQ. c • / / / / / / STEP;3 cVR ® ENDS • \ \' \ \ \ \ \/ REBAR (TYPJ i STEP;3 GVR ® ENDS ti \\\ \\' \\/\\/\\/\\/\\/ 'L /\\/\\/\\/\\/\\/\\/\\/ cV I ( I I REBAR(TYP) PROVIDE (I) 2'-b" DIA. X 3'-O" DEEP // // //\//\//\//\//\// \ \//\//\//\//\//\// DRY WELL RING �\ \\/\\/\\/\\/\\/\\/\\/\\/ /��//\//\\//\\//\\//\\//\\//\\ \\/\\/\\/ _10.1 \/\ / //� /�//� PAGE: 3'-6" lolli� \/\/\/ i /f // /GOMPAGTED� • / / / / / / MIN. a g�`— ,•.. i /\\/\\/ �GOMPAGTED /\\/\\/\\/ z '� 'X, /\/\/ /\ FILL LANDING MIN. 4 ii / FILL /\/\/\/ a• /\/\/ / , , m "• FAO \ \ \\\,\\\,�\\ \\ \\ \\ \\ \\ \\ O m %�., \\/\ #4 REBAR ® 10"' \\ \ \ \ , i ,��i ///j/ #4 REBAR ® 10" \//\// //\//\//\// z LL 2"x4" KEYWAY '�'/ / \//\//\O.G. (MIN. 3) /\//\//\//\//\// / I I I ■ 4 P.GONG.SLAB w/ 2 x4 t- e = IiiJ \/\/\/ \��/ �/ ��\/\/\/\/\/\ \\ \\ \\o.G. (MIN. 3) � \\ \\/\\/\\/\\/\/ �,� �i�„ \ \ \ \ \ \ \ \ \ Ol b"xb'-lo/l0 W.W.M. KEYWAY a . ���• : \/\/\/ �y �y �y �y\/\/\/\/\/\ •..• %.. / UPON COMPACTED FILL ••.. ��i� / / / / / / / / / / / / / Q O r / /\/\/\/\/\/\/\/\/\/\ 4" DRAIN CONNECTED . i i /\ \/\/\/\/\/\/\/\/\/\/\/\/\/ O GRADE ✓iix° �,/ / ell,\ /TO EXIST.MAIN LINE .�%° - /\ /\/\/\/\//\// // // // // // // // „f c ,�,/\\ \\ \\/\\ \\ \\ \\/\ \/ CORNER CONNECTION 'T' CONNECTION DATE: 07 02 24 'S ,\ \ \ \ \ \ \\ \\ \\ #4 REBAR CONT. / r %\/ \/\/\/\/\/ NOTE: /\/\/ / / 11 O F 16 NOTE: / o ® 10" O.G. (MIN. 3) \//\//� // // // // // // / ALL P. GONG. `--•--` ---- \ ALL P. GONG. \/\\/ \\/\\'�0 Q \\/ SHALL BE T----- a- •- = I / \' Q / / / / / / SHALL BE \ \ QF / / / / / / / / / p / / / / / / / // // // (I) #4 REBAR GOUT. ,,II • \/\\/ V \/\\/\\/\\/\\/\\/\\ 4p00 P51 (MIN) \/\\/\\/ \ / 04 REBAR CONT. ® 10" O.G. (MIN. 3) . . II•.a \/\\/ V\\/\\/\\/\\/\\/\\/\\ 4,000 P51 (MIND \/\\/\\/ J, \// //\//\//\//\//\//\//\// //\//\// 8 RJR OVERLAP DETAIL \//\//\//\//\//\// //\//\// #5 BENT REBAR ® 12" O.G. \ /\/\/\/ \/\/\ \ (1) #4 REBAR CONT. P \ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ Z 1I \/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ A-401.01• \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ (I) #4 REBAR GONT. / 1 / / / . \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ 5GALE: 5/4 I -O ..#5 BENT REBAR ® 12 O.C. I• \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ - p; • i j \ \ \\ \ \ \ \ \ \ \ \//\\//\\//\\//\\//\\// 5" THK. P. GONG. WALL .. \//\//\//\// \j\/j\/j\/j\// ..- 8 THK. P. GONG. WALL II \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ I \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ /\/\/\/\/ IS WIDE x 12" DEEP \ \ \ \ \ \ \\ \\ \\ \\ \\ \\//\\ \\//\\//\\// P. GONG. FT6. ��/\\ \�/\x\\ \\ \\ \\ \\ \\ \\�\\�\\�\\�\\�\\�\\�\\�\\\ ;:, ' (I) #4 REBAR GOUT. I� ° (2) #5 HOR. REBAR IS" WIDE x 12" DEEP , •• \ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ /`j / / /\/ P. GONG. FT6. ••.. /\/\/\/\/\�\�\�\�\�\�\ / /\/ \ /\/\ /\ (2) #5 HOR. REBAR �5 EXTERIOR MASONR`r STAIR DETAIL. (BASEMENT) EXTERIOR MASONRY STAIR DETAIL A-401.01 SCALE: 3/4" = P-O" A-401.01 SCALE: 5/4" = 1'-0" GI N E A L 5"**r�5 0 L E**%r POURED CONCRETE AND STEEL REINFORCEMENT NOTES: GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NEW PARTIAL HEIGHT FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE - EXISTING TO BE DEMOLISHED DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. HAS BEEN 5U5TAINED FOR A 24 HOUR PERIOD OR MORE. a WOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 2• SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY OTHERS. EXISTING TO REMAIN SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR 0 NEW FOUNDATION WALL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL L ENCOUNTERED. IJ NEW WOOD FRAME (L.G. CONFORM TO AGI 306. J � 5TL. WHEN APPLICABLE) 3. POURED GONGRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / m SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO Q {-' N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT TEMPERATURES WITHIN 10° F OF CONCRETE. '� L0 WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 31a GORE. O7 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. O r- 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED REMOVE A5 REQ'D. `- POST FOR 6" WALLS), U.O.N. _ _0 0 NEW 2-HR FIRE RATED CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT WOOD FRAME (L.G. 5TL. NEED TO BE EPDXY COATED. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE Z i r- PERMITTED WHEN NECESSARY. O C N 0 WHEN APPLICABLE) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS C SHALL BE STAGGERED. ?. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 330FOR HI6fIER .cc r- 'Y AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. .-- 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL # HARDWARE IN 0 0 X -J N STRUCTURAL PLAN NOTES PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 0 O COVERAGES,AND PLUMBNE55. 0 0� _+ OSINGLE SPAN STRUCTURAL MEMBER: q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE N CCD Lr) STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS b. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WEIGHT PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 O ACRO55 MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY CONCRETE. (A5TM G4(wC4014M, TYPES G AND E). Q o 0- b ABOVE INDICATED POST5/5EAMS. O STACKED POST/COLUMN: 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH AREAS EXCEED ONE SQUARE INCH. P05T OR COLUMN ON FLOOR BELOW/ABOVE. 11. NGE GONGRE PLACED. GO RETE SHALL NO BE EXPOSED n , INTERIOR LOAD BEARING WALL (ABOVE): TO PEA FREE AN HAWIN TIL C,'TEHAS W AS INDICATED BY DASHED OUTLINE. REAG A GOMPRE551 STRENGTH OF O PSI. - _ _ - _ _ ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY _ _ _ _ _ _ _ _ UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. ® - - - - _ _ = _ _ _ _ _ - = _ _ _ _ _ ___ 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. INTERIOR LOAD BEARING WALL: 3B AS INDICATED BYHATGHIN(5. (- ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. I - - - - - - - - - - - I I ` . I I ' I I U HOLDOWN (IST TO 2ND FLOOR): HOLDOWN 'A' AS PER PAGE 0-003 n , O4B HOLDONN (FOUNDATION TO IST FLOOR): I I I W HOLDOWN 13 AS PER PAGE 6-003 NEW UN-REINFORCED P. GONG. SLAB 5A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON I I I I I �- 2.6 MIL POLY VAPOR IN EXTERIOR LOGATRION) N (OMIT WHEN SLAB PLAC5. 4" (MIN) GRAVEL BASE I I II I I II U NEW REINFORCED P. GONG. SLAB 5B 1. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON to V I TRELLIS CENTERED- I PROPOSED Ib'x36' 3. 4" (MIN) GRAVEL BASE J z I ON POOL IN-GROUND POOL TO I I a 00 OPEN O I PROPOSED CEDAR I, BE INSTALLED I PAD FOOTING R p I ( DER SP SEPARATE I I I I (SEPARATE FILING) n1 ® I5'x18 x12 DEEP P. GONG. PAD FOOTING AS PER I FILLING ) I I I I I LJL W DETAIL q/A-402. PAD FOOTING ' I 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 10/A-402. OEXTENDED FRAMING TO RIDGE 4 R.R.: I I I) I I (I PROVIDE FRAMINO EXTENDIN6 FROM HALL,BEAM, OR HEADER (BELLON) TOR DOE 4 R.R (ABOVE). NEW la"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER ® DETAILS 4/A-40I, 5/A-401, 4 6/A-401. DRILL 6 EPDXY PIN (4" EMBEDMENT) FT6. 4 FOUND. WALL INTO ADJOINING FTC. - - - - - d FOUND. WALL OF BASEMENT(OR POUR MONOLITHICALLY L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I w/REINFORCEMENT PLACED). L- - - - - - - - - - - - - --L 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS 8B PEP, DETAILS 5/A-401 (TYP) _ - _ _ _ aG 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS q7-Off PER DETAILS 2/A-401 b 7/A-401 (TYP) TOP OF FOUND. WALL MAY BE STEPPED DOWN AS Ul z 24'-0" O REQ.'D TO ACCOMMODATE GARAGE DOOR OL05URE d J p DWELLING ENTRY (VERIFY DIM. IN FIELD) Z z to TYPICAL P. GONG. FOOTING t WALL CONSTRUCTION: I- ? • 2"x6" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 r - - - - - - - - - - - - - - - - SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. v I N • ANCHOR BOLTS AS PER PAGE 6-003 Q Q - - - - - - - - - _ - - - - - - - -I I - - - - - z • P. GONG. FOUND. WALL AS PER DETAILS 2/A-401 ® O 4B 10 V - I I- -I N BASEMENT,DETAIL 7/A-401 ® GRAWL5PACE, d DETAIL x Q I I I ° Nm 4B I `fl N 3/A-401 ® SLAB-ON-GRADE il m gG �t I I p 5'-0" i • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY U z I i • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR Q° I ® zJ `0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - z iV - - - - - - - - - - - - - - - - - • B.O. FOOTING 3-O BELOW GRADE MIN. Q I -� O�� I �- I I *-3-2 -�' • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN , _ GAB L L Q APP I )E I = d I ' CRAW • AIR ENTRAINP. GONG. FORPORCHES /PATIOS / O LSPAGE x iz I p - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (3) 2xa - - - - - - - _ - - STOOPS (WHEN APPLICABLE) O- ° iv z in I P.T. HDR. ZO • MA50N To ACCOUNT FOR FINISH STONE ON THIN SET I x 4B I y I_ _ - J I ►- FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 5A I x- I G to U NEW ATTIC ACCESS - PULL DOWN STAIR: I m r�2T2 xloTU5H BM. �,/ ' • I N II ( MIN. 350 # CAPACITY 5 51MP50N LU5210-2 L - - - - - O 5B Z 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I p O� HNGR. ® ADJOINING F.J. O �I I K I I �,, I I U U 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. I ( x 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q ��dl _ ? JFINSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR I �? ° I 5B 0 t0 ILd}A RETAINER To PREVENT INSULATION FROM ENTERING -~ R O N m ° DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 1-a- - - - - z I x- O BASEMENT - = n ® I I d O a o U o I N (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE ® z� N " ® I- V z THERMAL ENVELOPE OF BUILDING). - V I x °~ I tii N 5. INSTALL AS PER MANU. 5PEG.'s I ? ® 5 ° cV I U NI Q 0 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. O I I p r- :� �� 10 -�I�j x I I 7-Oy2 "!'-4y2' 7-4y2' m 7-4y2 7-`�2 7-`�2 - 7'-`�2° 7'-4y2" 12 BEAM POCKET (TYP.) " 12 14 14 3 G I (3) 1.75"xll.b75" T.J. 14 14 14 14 12 I PROJECT: TYPICAL CLOSED FOUNDATION 3 13 a PORCHES / PATIOS: I I - - - - I - - - - - - - - 2-DROPPED BM - _ - _ _ I. SEE NOTED DETAILS I = I *' - °� ° *"' '"'att= • - _ _ - _ _ - _ _ - �-= - - _ _ _ I MASONRY I 2. ALL BULL SURFACES SHALL BE PITCHED ® 1:48 AWAY I - (3) 1.75"x11.875" T.J. - - - - (3) 1.75"xll.b75" T.J. (3) 1.75"x11.875" T.J I I PATIO i 4 BRIDGE LANE LLC FROM BUILDING - - - - • I � L - - - - - J 2.OE MIGROLLAM - - - -�O�MfGROTL� � - - - - � T1.O�M1GRoTLA�1 - ABOVE I � cV 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER I I - - ° I G DROPPED BM. C 14 NEw C.L. I 14 G I G DROPPED BM. G G DROPPED BM. ( I I I RESIDENCE FLA5HIN6 FROM 12 ABOVE AND ADJACENT TO SLAB, I d BED ALL FLASHING IN ASPHALTIC MASTIC Q I I - - - - 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL o BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER z F d TO MAIN FOUND. I I - r O I Q Q MASONBROY OOP I I NEw 4"x4" POSTS TO O I® �, I I I I 5235 BRIDGE LANE PAD FOOTING EXTENSION I � 6B - - _ - - �I I 'iv MECHANICAL SEAMS ABOVE;EMBED z = I CUTCHOGUE NY 11935 14 I. NEW Ib" WIDE x 12" DEEP P. GONG. PAD FOOTING II'-4" IN 5At'fEEXTENSION CONNECTING PREVIOUSLY POURED I I O m ROOM FOOT N65w551MP50N �° 0 ° SB FOOTINGS, AS SHOWN. I I x- ABA44 POST BASE 2 NEW FOOTINGOVIDE (2) #D}RIILLL 4 EPDXY PINEAR I(12"M N.EMBEDMENT) I I H-WISE IN " � DRAWING TITLE: REBAR INTO EXIST FOOTINGS. I - - - z> I PROPOSED STRUCTURAL PLAN 3.PROVIDE #5 HOR. REBAR ® 9" O.G. IN NEW FOOTING, I I ( 13 - I DROPPED BM. ® -� ORIENTED PERP. TO LENGTH OF FT6. STAIR LANDING 4.w/BASE PLATES PER DETTALL NEW COLUMNS IN AIIL IIF/A-402 RE INDICATED, 2 GAR I O I 21'-Sy" gG GARAGE ( I 2 SB ^SLAB ON GRADE SB (3) 2"xl0" 501LBEARINGGAPAGITYNOTE: I - I - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - P.T. "xlo STRUCTURAL DE516N OF FOOTINGS A55UMES A SOIL �4 BEARING CAPACITY OF 1.0 TOWS.F. ! o - - - - - - - - - - - - - - - - - - (2) 2'xa"-FLUSH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� PAGE: 4B 2"xL" F.J. ® I6" O.G. �. P05T COLUMN DESIGNATIONS: I (STAIR LANDING) BM. ® STAIR I I MASON?lY STOOP ABOVE I I 4B 5'-O° Po5T5 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED LANDING I BAGKFILL AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY I I (2) 2"xl0" FLUSH BM. I COMPACTEVERY 611. I - SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED I I I 0 m STAIR OPENING w/ ( I PROVDE 3" I I S, mi-0 1■ BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD 51MPSON LU528-2 FRAMING REQUIREMENTS. I I CJ '' HANGERS GONG. SLAB W/ STONE FINISH ADJOINING F.J. I � - - - - - - - - - � I � DATE: 07/02/24 13 OF 16 ® AI (1) 2"x4" POST B BI (1) 2"xb" POST I I 10 @-- (2) 2"x4" POST B2 (2) 2"xb" POST 13 - - -7. -- - - - - - - - - A3 (5) 2"x4" POST B3 (3) 2"xb" POST 4B n1I q q 4B 24'-O" I2'-•O" A4 (4) 2"x4" Po5T B4 (4) 2"xb" P05T ' L - - - - - - - - - - - - - A5 (5) 2"x4" POST B5 (5) 2 xb P05T V 2' O" _ 2 x22 GONG. APRON .I�-2-OCL 60' 3-1/2" O.D. 5GH 40 5-1/2" O.D. SGH 40 G STL. COL. (A5TM p STL. COL (A5TM i AI23) BY 51M5 AI23) BY SIMS 24-0 r Et •. STEEL (OR EQ) STEEL (OR EQ) ;�P`�; FROFO5E1�) FOUNr7)A71ON 57RUG7URAL PLAN d 1 SCALE: 1/4" = 1'-0" (5ENEAL 5YME30L E)"" : NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 NEW WOOD FRAME (L.6. NEW FOUNDATION WALL LLLI 5TL. WHEN APPLICABLE) O C7 NEW I-HR FIRE RATED IDMIN. (2) 2"x4" STRUCTURAL N Q '� WOOD FRAME (L.6. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O O = � P05T FOR b" WALLS), U.O.N. - - 0 NEW 2-HR FIRE RATED , Qo _ WOOD FRAME (L.6. 5TL. 0 O N Z O WHEN APPLICABLE) X � N STRUCTURAL PLAN NOTES O 0 O •+J 51 NOLE SPAN 5TRUGTURAL MEMBER: 0 a-' O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS C O cc� ACROSS MULTIPLE SPANS. PROVIDE 5PLIGE5 DIRECTLY Q L G O ABOVE INDICATED POST5/5EAM5. O5TAOKED P05T/COLUMN: LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. ^n 1, ® INTERIOR LOAD BEARING WALL (ABOVE): W AS INDICATED BY DASHED OUTLINE. ALIGN 5TUD5 OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. INTERIOR LOAD BEARING WALL: 3B AS INDICATED BY HATGHINC. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 1 HOLDOWN (IST TO 2ND FLOOR): v HOLDOWN 'A' AS PER PAGE 6-003 ( 1 4B HOLDOWN (FOUNDATION TO IST FLOOR): �f HOLDOWN 'B' AS PER PACE 6-003 NEW UN-REINFORCED P. GONG. SLAB 5 I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON .6 MIL POLY VAPOR BARRIER UPON (OMIT W PATIO HEN SLAB MASONRY "�'� 2 PLACED IN EXTERIOR LOCATION) 4B 4B PATIO MASONRY 3. 4" (MIN) &RAVEL BASE777t - _ U NEW REINFORCED P. GONG. SLAB (2) I.75"x9.5" T.J. 2.OE MICROLLAM LVL HDR SB I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON F /r 3. 4" (MIN) GRAVEL BASEAOL "G� REF v PAD FOOTING J ® 18"x1Wx12" DEEP P. GONG. PAD FOOTING AS PER (2) 2"xb" RAFTER TIE ® 45" O.G. " 4 4B (5) 2"xIO"HDR �_� 4 4B DETAIL 9/A-402. I um 21'-0' 12'-0" PAD FOOTING 1 Q DEN � ® (5) 1.775"xa.5" T.J. 2.OE MICROLLAM LVL HDR " " bB 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER - DETAIL 10/A-402. (3) 2'xl0 HDR (2) 2 xl0 HDR ; IN EXTENDED FRAMING TO RIDGE d R.R.: I (2) 2"x8" HDR BATHROOM I v O PROVIDE FRAMING EXTENDIN6 FROM WALL, BEAM, OR (2) 2"xb" RAFTER TIE ® 45" O.G. u O HEADER (BELOW) TO RIDGE d R.R (ABOVE). I _ _ _�__ _ _ 21'-5" x O 0 ll-0 X 11_1 O In BATHROOM I :o NEW IWxl2" DEEP P. GONG. CONTINUOUS FOOTING AS P=R 8" X 5'-I" O �� O cw� I �t8 S.F. N ® DETAILS 4/A-401, 5/A-401, d 6/A-401. DRILL d EPDXY PIN cfl (4" EMBEDMENT) FTC. d FOUND. WALL INTO ADJOINING FTC. 6'-O" X 5'-I OO OO .D F' - }9 6 � c I I-O 0 J ( - X 15-I O 18. F MUDROOM AN Y O �N -rsl�I�IING ROOM O ny T O LL BEDROOM I OOM I O d FOUND. WALL OF BASEMENT (OR POUR MONOLITHICALLY I Qo ® zj MICRO ®z� 1'75 S.F. N ® 152 S.F. I S.F. w/REINFORCEMENT PLACED). B2 50.5 5.F ® I ® Q o 24"xl2" DEEP P. GONG. CONTINUOUS FOOTIN6 AS 2 0 MUDROOM/ ®z I R O _ i i IL N z N 8B PER DETAILS 3/A-401 (TYPJ - PANTRY - - - - - ONO 1? ....: ....: ....:<. .. .' i�...•:°x a'. /� x I YI 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS 2"x8" G.J. ( 2 x8" G.J. ® I6 O.G. � v x�z I cv � GL.z PER DETAILS 2/A-4ol d �/A-401 (T1'P.) ® 16° O.G• w/ 5IMP5ON LU528 v O ENTRY �N ;z z 5 S. TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 HN6R. ® UPSET BM. - - J TRY STORAGE f Ip �x u?O 0 35 A3 -� O REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE d Q � x - tt OC N � I _� DWELLING ENTRY VERIFY DIM. IN FIELD) ® P - - _- - _- - _- - -? I 2 2 B2 _ O 1 TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: x U O -in IL 3 to O (2) 2'x8" ; • 2"xb" P.T. 51LL PLATE w/COPPER TERMITE SHIELD d pl p m N-� (3) I.T5 xl8" T.J. 2.OE MICRO SLAM LVL UPSET$M. C oo HDR COVERED SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. r (2) 1.75"xa.5" T.J. 2.OE B3 (FLUSH w/BOTTOM OF G.J. d UPSET INTO oo ` I 3B A2 2 3B 2 to • ANCHOR BOLTS AS F. CONC. FOUND. A5 PER DETAILS 2/A-401 ® m (FIL h�FTi5BOTTOM OF GBJ); -M. LOUVERED WALL o 'y�c)"04 T X9S A2 HALLWAY H LHA MASONRY PATO N • BASEMENT, DETAIL-1/A-401 ® CRAWLSPAGE, d DETAIL OfEM R.R. TO BM. W/ o \ I > II'-b" 2"xb" HDR ;' o V( BEDROOM 2 I w 3/A-401 ® 5LAB-ON-GRADE SIMPSON LRUZ HANCER5 F<U o� • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY oo Sy 152 S.F. 1 Z• ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 0 - ,I, • B.O. FOOTING V-O" BELOW ORADE MIN. G 6B MASONRY 18'-6" x 15'-0" o z F; 3'-6" X 3' ' X 3' �?_ 3 • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN STOOP o _ �: _t 0 12 8 x II !- SeL. S.F.• " X 12' 0 1 p APPLICABLE) 1 0 _J 10 S.F. Cl S.F x • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS O R STOOPS (WHEN APPLICABLE) ( Izp FRAME DBL. HGT. ROUGH OPENING w/: o0 1 Ste' ' Q 152 S.F. I p • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I� - (4) I.'i5"x55' T.J. 1.55E TIMBERSTRAND L5L KING STUDS o ' 0 N ® 1 N N M L_ FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) „ U NEW ATTIC ACCESS - PULL DOWN STAIR: 2 GAR 6A �-O 2 -O EE- cv - (2) I.15 x5.5 T.J. 1.55E TIMBERSTRAND LSL JACK STUDS N Z 1- - (2) SIMP50N A55 FRAMING ANOLE5,ONE ON EA. 51DE - O O ` w II 588 S.F. -. OF POST, AT BOTH TOP $ BOTTOM WALL PLATES o I N 1. MIN. 550 # CAPACITY 58 F - (2) SIMPSON A35 FRAMING AN6LE5,ONE ON TOP d ONE o a 5'- O'-8" 0 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") �p o N ® i V U ON BOTTOM OF HDR, AT BOTH ENDS OF HDR o ATHROOM 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. to p o GL 53 S.F. 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-49 (2) 2"xi0" N REFER O - U DE FOR DETAILS +1 0 INSULATION ABOVE w/WD. FR. (OR EO) BAFFLE OR ? FRAM11N ETAILS OF DBL. HOT. LS d OPENIN65. o HDR RETAINER TO PREVENT INSULATION FROM EN7ERIN5 � ) o _ _ _ DWELLING WHEN OPENED AS PER NYS EGG R402.2.4 p N (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE r� _ FRAME DBL. HOT. ROUGH OPENING w/: THERMAL ENVELOPE OF BUILDIN&). cq 4 4B tii cV J dJ - (4) I."15"x5.5" T.J. 1.55E TIMBERSTRAND L5L KING STUDS 4 4B F- o 5. INSTALL AS PER MANU. SPEG.'s x r FRAME DBL. HOT. WALLS w/ i.715"x5.5" T.J. - (2) I.'15"x5.5" T.J. 1.55E TIMBER5T'RAND LSL JACK 5TUD5 p b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. in Q 1.55E TIMBER5TRAND LSL STUDS ® 12" O.G. - (2) SIMPSON A55 FRAMING ANGLES,ONE ON EA. SIDE OF r POST, AT BOTH TOP d BOTTOM WALL PLATES S 12 BEAM POCKET (TYP.) m COVERED - (2) 5IMP50N A55 FRAMING ANOLE5,ONE ON TOP d ONE ON PROJECT: v R BOTTOM OF HDR, AT BOTH ENDS OF HDR TYPICAL OL05ED FOUNDATION , MASONRY 13 a PORCHES / PATIOS: 2 x8 G.J. 2 x8 G.J. STOOP REFER O #T AILS O VBL.SPECIFIERS GUIDE FOR DETAILS d BRIDGE LANE L LC I. SEE NOTED DETAILS p 0I6" O.G. ® I6" O.G. FRAMING DETAILS OF DBL. HOT. WALLS d OPENINGS. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® I:48 AWAY $ FROM BUILDING - 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER � RESIDENCE FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC j 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER d TO MAIN FOUND. 5235 BRIDGE LANE 14 PAD FOOTING EXTENSION _ _ _ _ _ _ CUTCHOGUE NY 11935 I. NEW Ib" WIDE x 12" DEEP P. GONG. PAD FOOTING EXTENSION CONNECTING PREVIOUSLY POURED (2) 2"xl0" HDR (2) 2"xIO" HDR FOOTIN65, AS 5HOWN. `�B B3 `1B 2.PROVIDE (2) #5 HOR. REBAR RUNNING LENGTH-WISE IN DRAWING TITLE: NEW FOOTING. DRILL d EPDXY PIN (12" MIN. EMBEDMENT) REBAR INTO EX15T FOOTIN65. 3.PROVIDE #5 HOR. REBAR 0 1" O.G. IN NEW FOOTING, PROPOSED STRUCTURAL PLAN ORIENTED PERP. TO LENGTH OF FT6. 4.INSTALL NEW COLUMNS IN NEW FT6. WHERE INDICATED, f I �I w/BASE PLATES PER DETAIL II/A-402. i RCFOSEC7 F I i�ST FLOOR STRUOTURAL FLAN SOIL BEARING CAPACITY NOTE: SCALE: I/4" = I'-O" STRUCTURAL DEVON OF FOOTINC75 ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. PAGE: P05T T d COLUMN DESIGNATIONS: S-102w0l POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DEVONATION5 DO NOT IMPLY SUCH MEMBERS ARE NOT NEGE55ARY ELSEWHERE,AS SPECIFIED BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD FRAMING REQUIREMENTS. ® AI (I) 2"x4" POST fl BI (I) 2"xb" POST DATE: 07/02/24 14 OF 16 M- g (2) 2"x4" P05T B2 (2) 2"xb" P057 A3 (5) 2"x4" POST B3 (5) 2"xb" POST A4 (4) 2"x4" P05T B4 (4) 2"xb" POST A5 (5) 2"x4" POST 55 1_1 (5) 2"xb" P05T 5-1/2" O.D. SGH 40 5-1/2" O.D. 5CH 40 0--E 5TL. COL. (ASTM �-❑p STL. COL (ASTM AI23) BY SIMS AI23) BY 51M5 STEEL (OR EQ) STEEL (OR FEW _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q I � EXISTING TO REMAIN WHEN APPLICABLE) 0 LLJ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu co STL. WHEN APPLICABLE) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL ; WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 4 O � P05T FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED _O k,,.; . WOOD FRAME (L.G. STL. \\ (2) I.75"x9.5" T.J. 2.OE (2) 2"xIO" HDR (2) 2NIO" HDR O O (V p z (2) L'15"xq.5" T.J. 2.OE MIGROLLAM LVL HDR WHEN APPLICABLE) � IGROLLAM LVL HDR a 'cu Lf) BEDROOM 4 \\ r V .- 155 x N STRUCTURAL PLAN NOTES O p O ' SINGLE SPAN STRUCTURAL MEMBER: " „ \\ K ET .� O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BEDROOM 4'-4" X 2'-0" V �� \ \ BEDROOM 3 � O N O co ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY 155 S.F \ Nm FAMILY ROOM \ �� N ® Q a O V p \ _ \\ (MASTER) 12-O X 14-I Q1° 6.6 5.F \\ 205 S.F. BEDROOM 3 ABOVE INDICATED POSTS/BEAMS. 155 5.F. STACKED P05T/COLUMN: xFr ® 203..5-F: - O2 LOCATE INDICATED POST OR COLUMN ASOVEMENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. V ✓' " X 12'-O" N U N V n l INTERIOR LOAD BEARING WALL (ABOVE): N FA Y OOM 0 0 W 3 AS INDICATED BY DASHED OUTLINE. BATHRO I' X 51- iV 3s 155 \ ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY - 42 5.f5ATHROO I UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. F INTERIOR LOAD BEARING WALL: \ 50 s.F T 3B AS INDICATED BY HATGHIN0. ® A2 \ \ ry '! A2 (HIS) ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY I 3B O \ (2) I.-15"AI.b-15" T.J. 2.OE MIGROLLAM�/L 35 2 3B UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. B2 \UPSET QM. (FLUSH w SOTTOM OF G.J 4 HOEDOWN (157 TO 2ND FLOOR): o \ 5"x'1.25" T.J. 2.MIGROLLAM LVL FLUSH BM. HOEDOWN 'A' AS PER PAGE 6-003 \ rI 1 \ 2 A2 \ 1'-6" X 3'-6" 2 �f HOLDOWN (FOUNDATION TO IST FLOOR): 1' A2 GL. `IB HOEDOWN 'B' AS PER PAGE 6-003 VER AL o \ 11 HAL1Ek,4t1�>� 5.3 S.F NEW UN-REINFORCED P. GONG. SLAB OU D WALL o \ 5A I. NEW 4" THK. UN-REINFORCED P. GONG. SLAB UPON z o \ V dJ \ -}- 2.6 MIL POLY VAPOR BARRIER UPON (OMIT WHEN SLAB FRAME DBL. HOT. UGH OPENING w/: PLACED IN EXTERIOR LOCATION) " " �~ 5.4" (MIN.) GRAVEL BASE - (ESL KING 57UD51 5 TIMBERSTRAND V O o � o zQ GL r , �./ - (1) I.-MN5.5" T.J. 1.55E NEW REINFORCED P. GONG. SLAB x o \ LSL JACK STUDS o ® (MASTER) V 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON p N ® o \ \ v _ BAT R OM V O 2. 6 MIL POLY VAPOR BARRIER UPON z - (2) SIMPSON A35 FRAMI ANGL ;p p 3. 4" (MIN) GRAVEL BASE ( ONE ON EA. 51DE OF ST,AT BOT o x z �� �� BATHROOM 3 x- z • x TOP 1 BOTTOM L PLATES oo ry 3 z 8-O X 8- 144 S.F. N ® ® PAD FOOTING N - (I) SIMPSON A3 RAMIN6 ANGLE AT o AUNDRY RO I n 1 15NI&NIZ' DEEP P. GONG. PAD FOOTING AS PER N BOTH Eiz NDS F HDR DETAIL q/A-402. REFER #TJ-9005 5PEGIFIER'5 GUIDE o \\ \ \ ® bOOF ❑ FO ETAIL5 Q FRAMING DETAILS OF O PAD FOOTING D HOT. WALL \ 6B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER (2) I.715"xa.5" T.J. 2.OE DETAIL 10/A-402. \\ MICROLLAM LVL HDR O O 0 EXTENDED FRAMING TO RIDGE $ R.R.: PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR HEADER (BELOW) TO RIDGE 4 R.R (ABOVE). 4 FRAME DBL. HOT. ROUGH OPENING w/: 4 NEW 18"x12" DEEP P. GONG. CONTINUOUS FOOTING AS PER FRAME DBL. HOT. WALLS w/ I.15"x5.5" T.J. - (4) I.15"x55' T.J. 1.55E TIMBER5TRAND LSL KING STUDS- (2) I.15"x5.5" T.J. 1.55E TIMBERSTRAND LSL JACK STUDS ® DETAILS 4/A-401, 5/A-401, d 6/A-401. DRILL d EPDXY PIN 1.55E TIMBER57RAND LSL STUDS ® 12" O.G. - (2) SIMPSON A55 FRAMING ANOLES, ONE ON EA. SIDE OF (4" EMBEDMENT) FT6. t FOUND. WALL INTO ADJOINING FT6. POST, AT BOTH TOP 8 BOTTOM WALL PLATES d FOUND. WALL OF BASEMENT (OR POUR MONOLITHICALLY - (1) SIMP50N A55 FRAMING ANGLE AT BOTH ENDS OF HDR w/REINFORCEMENT PLACED). REFER TO #TJ-9003 SPECIFIER'S GUIDE FOR DETAILS E 8B 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS FRAMING DETAILS OF DBL. HOT. WALLS d OPENINGS. PER DETAILS 5/A-401 (TYP) SG 24N12" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS 2/A-401 6 •7/A-401 (TYP) OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS i� �OS D S-GOAD FLOOR STRUCTURAL PLAN REQ.V TO ACCOMMODATE 6ARAOE DOOR CLOSURE 6 DWELLING ENTRY (VERIFY DIM. IN FIELD) SCALE: 1/4" l0 TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: • 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 8 SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. z • ANCHOR BOLTS AS PER PAGE 6-003 O• P. GONG. FOUND. WALL AS PER DETAILS 2/A-401 ® Fn BASEMENT, DETAIL•7/A-401 ® GRAWL5PAGE, $ DETAIL B2 > 5/A-401 ® SLAB-ON-GRADE Lu • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY - - - - - - - - - - - - - - - - - - • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR 2"xi0" R.R. 2"xl0" R.R. • S.O. FOOTING 5'-0" BELOW GRADE MIN. • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) O • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET N U FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 8:12 PITCH 8:12 PITCH Lu NEWATTIGAGGESS - PULL DOWN STAIR: I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - - - I. MIN. 550 # CAPACITY p I I g U 0 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x501 I I I I O 4.WEATHERSTRIP ACCESS OPEN NINO 6 d UPROVIDE R-49 I x I I I U INSULATION ABOVE w/ND. FR. (OR EQ) BAFFLE OR - RETAINER TO PREVENT INSULATION FROM ENTERING ^ 2 xl0 R.R. ,0 DIOMIT LWHEN ATTIC ACCESS DOES NOT PENETRATE R402.2.IN6 NHEN OPENED, AS PER NYS Er4 I N ® I6" O.G. V I V U I N THERMAL ENVELOPE OF BUILDING). I v� O I 0 IL 0 IL O ( O IW- O a 5. INSTALL AS PER MANU. 5PEC.'s -1P N dJ O Zo n O�p N O- 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2 B2 �P� O -x® i ry ® ry ® cxV ® I I x® O O 12 BEAM POGKET (TYP.) L - - - - - - - - - - - - - 0� -TYPICAL CLOSED FOUNDATION - - - - - - - - -� il ® 2"xl0" RIDGE BM. PROJECT: 13 6 PORCHES / PATIOS: THERMAL ENVELOPE: I. SEE NOTED DETAILS EXTEND GARAGE WALL QL v I I BRIDGE LANE L LC FRAMING TO ROOF 4 O A2 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY NO PROVIDE R-21 BATT - ( RESIDENCE 5. FOR 5LFROM A55DIABUTTIN6 FRAMING, INSTALL COPPER INSULATION WITHIN WALL L� ® O I I I B2 FLA5HIN6 FROM 12' ABOVE AND ADJACENT TO SLAB, - BED ALL FLASHINO IN ASPHALTIC MASTIC L_ _ _ _ _ n x 'fl I 2"xl2"RIDGE BD. 2"xl2" RIDGE BD. - - - - - - - - - - - - (5) 2"xl2" RIDGE BM. 4. PORCH /PATIO WALLS OF SEPARATE POUR5 SHALL p - _ - N ® 2"xl2" RIDGE BD. BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER 2"xl0" R.R. ( EXTEND WALL FRAMING FROM BELOW WHERE FALSE R.R. 4 TO MAIN FOUND. I ® 16" O.G. I - - - - - -- _O I I 2 5235 BRIDGE LANE x 10 PAD FOOTING EXTENSION (RIDGE BM.TO EXTEND I I CUTCHOGUE, NY 11935 14 I. NEW I6" WIDE x 12" DEEP P. GONG. PAD FOOTING I I INNARDS OF ST 2x EXTERIOR S `I RIIOR WALL „ EXTENSION GONNEGTIN6 PREVIOUSLY POURED EXTENDS x EXTERIOR) 5 FOOTINGS, AS SHOWN. 2.PROVIDE (2) #5 HOR. REBAR RUNNING LENGTH-WISE IN I I DRAWING TITLE: NEW FOOTING. DRILL k EPDXY PIN (12" MIN. EMBEDMENT) REBAR INTO EXIST FOOTIN65. o a 3.PROVIDE #5 HOR. REBAR ® c1' O.G. IN NEW FOOTING, 2'xl0' R.R. 2"xl0 R.R. I a� � � o � o I I � o PROPOSED STRUCTURAL PLAN ORIENTED PERP. TO LENGTH OF FT6. I 016110.0. ® 16" O.G. I O 10- O z H O I ( O 4.INSTALL NEW COLUMNS IN NEW FT6. WHERE INDICATED, =X- x - Q x- x - w/BASE PLATES PER DETAIL II/A-402. I I ® c`I ® tV N ® I cv SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINO5 ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. I p PAGE: W 6:12 PITCH 5:12 PITCH P05T 4 COLUMN DESIGNATIONS: Q �� P05T5 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED I w - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I L - - -AS FOLLOW5. NOTE THAT THESE DESIONATION5 DO NOT IMPLY s-10 0 1 SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED I c c BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD x FRAMING REQUIREMENTS. ® AI (1) 2"x4" POST 8 BI (1) 2"xb" POST I DATE: 07/02/24 15 OF 16 I A2 (2) 2"x4" POST B2 (2) 2"xb" POST A3 (5) 2"x4" POST B3 (5) 2"x6" POST 2"xl0" R.R. 2"xl0" R.R. A4 (4) 2"x4" POST B4 (4) 2"xb" POST I ® 16" O.G. ® ib" O.G. (5) 2"x4" POST MHB5 (5) 2"xb" POST 3-I/2" O.D. O.D. SGH40 5-I/2O.D. 5GH40 - - - - - - - - - - - - - - - - - - 5TL. COL. (ASTM 0 -� 5TL. COL (ASTM p� AI23) BY SIMS AI23) BY SIMS STEEL (OR EQ) STEEL (OR EQ.) ROFOSED ROOF FRAMINO FLAN SCALE: 1/4" Q W LLI J C6 N 0� c Ln O O i >: (.0 IL IL � X 4" FRESH AIR VENT u Q O N O O � C4 k u k I L THROUGH ROOF z O 1� Q 3"I c NO 0 co .. -----------------------------------� Q a. O I I I n , 1 I W LAUNDRY FULL BATH 3 FULL BATH 4 I I ROOM (MASTER) 211 — —,——-� LAUNDRY FULL BATH 5 (MASTER) I FULL BATH 4 _—r--- --r I I ROOM I NOTE: _ _ ------- ----I---1- -r---- I I I I I ALL PLUMBING WORK I I 1 I I R� I SHALL CONFORM TO p 2"i 2"1 2"i 2„i 1 1 2"i 2111 1 00 I 1 1 I I LOCAL PLUMBING CODE I I I I I I I I I L I I I I II I 11 I I I I I I U — O i2 I , 1 QI I �� •— I w I I I I PROVIDE "ABESGO FF200 FR u I I I I u I I u i� 3 I p� '3 I p� EGEND W�. I I W I EXPANDING FOAM" (OR EQUAL) N z I :u I .v I �V I �V W.G. I� I I �V 3 I? W.G. _ 1-4" I- I- I I ISHOWER 1_ , ( AT ALL PENETRATIONS IN FIRE = IN = I ��_ cvl �� ivl �� m chi �O I cvl �� iv1 �uSHOWER m I-------I HOT WATER M lrj I Ng I I RATED WALLS AND R I I_ I I I I I I �I 'N �g I I �I :N +J W YVASHER FLOOR5/GEILIN65. PRODUCT \ 3 2 2 5 I 1- ' --- 1 ' ---J=--- �- -------I----I_ 1----------- --- • CONFORMS TO A5TM E 514, -- -- - -- - _-_-- - _- - --- GOLD WATER G.O. A5TM E &4, AND UL 14-cl �.._..5._..-.._.._.._. _.._T_.._.._. I_.._.. _.I._ ._..1.._..-..-.._.._.._. _.(- .._..-l._..-.._.._.._.._..L.._.._. _.._.. -.._.._..-� SUPPLY I : FULL BATH I NOTE• 1 I PROVIDE "ABESGO FP200 FR U c DEN POWDER KITCHEN LAUNDRY FULL BATH 2 2„ DEN POWDER KITCHEN LAUNDRY FULL BATH 2 FULL BATH I 1 ROOM G� --- _-__ - 2�� ALL PLCONFOUMBIN0 WORK ROOM GL. I j AT ALLPENETRATIONS NQFIRE) _____ --L12 -- r- ,-----_- SHALL CONFORM TO _ ------- r- I----r--i I : RATED WALLS AND a r- r r I I 1 I I I LOCAL PLUMBING GORE I I FLOOR5/GEILIN65. PRODUCT •— p 2"1 2"1 2„1 1 2" 2" 2„1 1 2"I 2 I 2"I I i CONFORMS TO A5TM E 514, I I I I GLEAN OUT L I ASTM E 84,AND UL 141ct " I I I I II 5" I I I I A5 REQ'D I I I I I I I 12 1 4 I Q I O I .4 I .� I .� Amk N I I I 1 II I 1 � I I I I � l i� Q� 1 1 qa 3 qa I I I tK I .S I tL I I u IPROVIDE F.A.I. �I i 31 �V W.G. - I * xio 31 � 13W.G. W.� lu = Ilu u�: �� I I �� �� _ Al := n 21 :_ 21 x •v � z •v2 I- I 15HOWER I- I- I iv l ��+ n l in m cvl I� p—� N I I c�v n 1 �c�v N1 1= SHOWER m n1 I= SHOWER N 1%v m I I DW HASHER I �I I I I 1 I DW w asHeR — I I cl � �I ,I I I I 21, 511 2 3 L ' --- L ' ------=— ---L-----------1---J '---� =---------=--1 =-------1—' --- •o• L.._.._.=-_T_.._.._.._.�_ ._..�.._.._.._.._.._.._.._.._.._..�.._..� _.. ....1.._.._.._.._.._..1.._.._.l .._.._.._.._..C.._.._..I-.._..ICJ li G.O. 411 WATER SUPPLY MEGH. I I 5Y5TEM 4 HOUSE ROOM 1 j MAIN DRAIN G.O. 1 i TO STREET rWATER MAIN ----------- J + 1 TO 5EPTIG z SYSTEM u m z N z O FLUME3 I NC RISER - i7RA I N / NASTE / VENT FLUME3 1 NC R 1 SER - SUFFL`I' SCALE: NT5 SCALE: NT5 z_ Q 0 z O z z 0 O OU C.) e-I N Cli- Q \ u O Q PROJECT: BRIDGE LANE LLC RESIDENCE p 5235 BRIDGE LANE ALL LL PLUMBING d CUTCHOGUE, NY 11935 u FUEL OAS WORK N SHALL CONFORM TO LOCL Ms NO CODE a DRAWING TITLE: FUEL 6A5 PLUMBING RISER DIAGRAMS PIPING PENETRATIONS: GAS RISER DIAGRAM 1. PROVIDE "ABE5CO FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT W4,LL5 AND FLOORS/GEILIN65. 2.PRODUCT CONFORMS TO ASTM E KITCHEN .514,A5TM E &4, AND UL 14"1a PAGE: LL L RANGE P—lo ■ 0 1 m DATE: 07/02/24 16 OF 16 6A5 SUPPLY MEGH. m ROOM TO BURIED PROPANE z VERIFY SIZES TANK w/MANU. 6} tu 1j, CAS RISER - SUFFLY V SCALE: NT5