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HomeMy WebLinkAbout50942-Z *of SOUTyo!° Town of Southold * * P.O. Box 1179 4 53095 Main Rd�0 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46589 Date: 10/17/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 355 West Ln East Marion, NY 11939 Sec/Block/Lot: 3 8.-6-2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/22/2024 Pursuant to which Building Permit No. 50942. and dated: 07/15/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations and "as built" bathroom reconfigurations to existing single- family dwelling as applied for. The certificate is issued to: Kriss Family Revoc Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50942 12/17/2024 PLUMBERS CERTIFICATION: Louis Tsalikis 8/21/ 024 utho ' Si ature TOWN OF SOUTHOLD � suFFac c BUILDING DEPARTMENT Na TOWN CLERK'S OFFICE /2 SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE.KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50942 Date: 7/15/2024 Permission is hereby-granted to: Kriss, Stephen 63 Cayman Isles Blvd Englewood, FL 34223 To: construct additions and alterations (and to legalize as-built bathroom reconfigurations) to existing single-family dwelling as applied for. At premises located at: 355 West Ln, East Marion SCTM #473889 Sec/Block/Lot# 38.-6-2 Pursuant to application dated 5/22/2024 and approved by the Building Inspector. To expire on 1/1412026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $456.00 CO-ADDITION TO DWELLING $100.00 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $80.00 Total: $636.00 Building Inspector pF SO!/l�Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q COUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Stephen Kriss Address: 355 West Ln City: East Marion St: NY Zip: 11939 Building Permit#: 550942 Section: 38 Block: 6 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: All Code Electric License No: 42538ME SITE DETAILS Office Use Only Indoor I✓ Basement F Service r Solar F Outdoor F 1st Floor ry Pool Spa r Renovation 2nd Floor r Hot Tub F Generator (— Survey Attic Garage Battery Storage (— INVENTORY Service 1 ph (— Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 3 4-LED Exit Fixtures Other Equipment: LEDB Mirror(2) Notes: Master Bedroom Addition Inspector Signature: X Date: December 17, 2024 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 355WestLn Bedroom Electric VFW Town Hall Annex f ¢x, Telephone(631)765.1802 54375 htaln Road P.U.box 1179 � x Southold,NY 11971.0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Date' Ownev_Pa4v- C�G `ctAk'Vayl- kr�SS / (1111clse print) NlttlraMaar; L OG.j' ,�f�9�/�i�if (1110feso print) certify that the solder used ill the W0ter stlpplY sy8tet7l Contuink Ie4ti than 2/10 of 1% lead, (I'lumbeirsi Signature) .Sworn to Wore the this day of U 2() � � LALIT CHABRA NOTARY PUBLIC-STATE OF NEW YORK No. OICH6182486 Q11allfled in Suffolk County Notary Public, oJk 'pliUlty My Commission Expires February 25, _.aoa C qf SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �'ouNn,�' 631-765-1802 0014A NSPECTION [ FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. OUNDATION 2ND [` ULATION/CAULKING r� [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [, ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -2*v6 �i� r-k/ 1 o DATE INSPECTOR /ff - # TOWN- OF SOUTHOLD BUILDING DEPT. ou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ } PRE C/O [ ] RENTAL REMARKS: ex e yv50 i v\, 14-eDu. 5G� 01N kocWof Cods r F UJQ4 1 o cc�.R o vn DATE INSPECTOR kw� Aow pF SOUIyO� '* # TOWN.OF SOUTHOLD BUILDING DEPT._ coum��` 631-765-1802 (cptq)/,-INsPEC ION [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] UNDATION 2ND [ .] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] -FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL. REMARKS: f/qvqA, v A6 y7c, — Q 0 DATE INSPECTOR SO yo 5o q�2 �o �o _ # TOWN 'OF SOUTHOLD BUILDING DEPT. o�►,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [. ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE:RESISTANT CONSTRUCTION [ } FIRE RESISTANT PENETRATION [yC] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL . REMARKS: a 6 DATE l ��a� INSPECTOR q SOUTyO �� 2- r�� E # TOWN OF SOU HOLD B ILDING DEPT. °`��ooNr+��'' 631-765-1-802�-� INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL i REMARKS: CC,OA4 4Z DATE . I 2 INSPECTOR how*OF SOUT�O� TOWN OF SOUTHOLD BUILDING DEPT.. 631-765-1802 ' INSPECTION. [ ] FOUNDATION 1ST/ REBAR ' [ ] ROUGH PLBG: [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION { ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 �pq ko,,At4& Iti 0 p v ar �(w V4 DATE INSPECTOR J . ANDREW ARCHITECTURE LETTER OF CERTIFICATION - INSULATION D SEP 1 n 2024 PROPOSAL No: 23-135 DATE: September 10, 2024 1 LOING D*E?T. Jason A. Lee A.I.A. Steve and Pat Kriss y �, -) SO€1T g� J. ANDREW ARCHITECTURE Proposed Addition & Interior Alterations 4 Ethel Street 355 West Lane, East Marion, NY 11939 E. Patchogue, NY 11772 Section: 38 Block: 06 Lot: 02 716.864.9375 (516) 330-0308 Walarchny@outlook.com pkriss249@gmail.com Southold Town Building Department P0 Box 1179 54375 Route 25 Southold, New York 11971 Southold Town Building Department, This letter is to certify that the insulation.installed for the proposed addition, and interior alterations constructed at 355 West Lane, in East Marion, has been constructed in accordance with the filed plans and specifications as submitted to your office and are in accordance with building and related code requirements of the 2020 New York State Residential Building Code. If you have any questions, please contact my office at (716) 864-9375, Sincerely, kF D ch * * Jas . Lee,F.A. -o �c -y 095 AO F FN 4 ETHEL STREET PATCHOGUE I NEW YORK 11772 T. 716.864.9375 E. vyfalarchny@outlook.com Page 1 of 1 v r -� o f 1 i 'n T i• r � 4 7� „� e r y 4t• 1 • � f 6� f t r IF"Al L ri f i 4 'fit r'��•,�� -fir / 'TT S " 1 s i h (•r7 <i��4 _ 1� t TI x r. ® rl „ fr E� 'f r t . ti r A U G 2 7 2025 x ` N'G 4 t J\-•.Ny y : .�4 R s - i 'E pe u c I J• + 4L ' e - WWAFAVAW 1-00 a ' i 1k.c t- I`T ► �� emu. SMOKE AND 10 YEAR ACAR"MONOXIDE 4 KlOoE .ATWI rftTWL:E ,,U,,U ° FIELD INSPECTION REPORT DATE-7 COMMENTS JQ FOUNDATION (1ST') -- ------------------------------------ ---------- ------------------- FOUNDATION (2ND) - ------ *vA jrA(4Vj -0 --------- ROUGH FRAMING& PLUMBrNG ------- ------------ FA W ........... INSULATION PER N. Y. -z4 -i STATE ENERGY CODE --------------- ....... A 1*0 1& FINAL Avs� ADDITIONAL COMMENTS c 0 Yee co /0-1 ,94 O;Ko TOWN OF SOUTHOLD—BUILDING DEPARTMENT qv� Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 7654802 Fax(631) 765-9502https://www.southoldtomLnn Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Aplicafionsand forms must be filled out m h applications will not be ..accepted. .. the #ppfthejow Owner's Authbr�zat�on form(Page,2is" a'IIb­! ­' I'­`_ Date: May 12, 2024 )OF Pi10PERTY" Name:Stephen and Patricia Kriss SCTM#1000-38000600002000 Project Address:355 West Lane East Marion, NY 11939 Phone#:(516) 330-0308 .......... TEmail pkriss249@gmaii.com ................. Mailing Address:355 West Lane East Marion, NY 11939 CONTACT'PERSdN Name:Jason A. Lee A.I.A. .'. ­�'".,..'...,9.............. Mailing Address:4 Ethel Street, East Patchogue, NY 11772 .......... Phone#:(716) 864-9375 Email:yyt�larchny@outlook.com .............. DESIGN ESSf0NAL-'p4f0RMAT10W Name:Jason A. Lee A.I.A. Mailing Address:4 Ethel Street, East Patchogue, NY 11772 ................. Phone (716) 864-9375 ail:vytalarchny@outlook.com CONTRACTOR�.� o'b"R"MATT I % X Name: vc........... ............ Mailing Address: Phone#: Email: ca Alk '-o DES -J�ik* CONSTRUCTION El New Structure MAddition ElAlteration EIRepair ElDemolition Estimated Cost of Project: E30ther $125,000.00 .............. ................ ............... Will the lot be re-graded? E]Yes ENO Will excess fill be removed from premises? E]Yes E No PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential R-40 this property? ❑Yes BNo IF YES, PROVIDE A COPY. ❑Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone =Ordinance of the.Town of Southold,Suffolk,County,New York and other applicable.Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations.or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors'on premises and in building(s)for necessary'-Inspections:False statements made herein are punishable as a,Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print e : SO Lee I]Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) ' SS• COUNTY OF ' ) Iq10— Q being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this u day of ! 20 I Notary Public Notary Publ blic Svid�oflgew York NO.O1Dfi0023698,SuffolkCouaty PROPERTY OWNER AUTHORIZATION Co,r--.; :.F es April 18,2028. (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 330 West Lane East Marion New York, 11939 March 27,2024 To Whom It May Concern, Please allow Mr. Jason Lee, A.I.A to file for permits from the Town of Southold to construct an addition to our dwelling at 330 West Lane in East Marion, NY. Should you have any questions, please feel free to contact us at 516-330-0308. We thank you in advance for your assistance. Sincerely, ✓afticiac Sudi um-Xib j Patricia Sullivan-Kriss Stephen 34i6a Stephen Kriss S1fF0�,rr BUILDING DEPARTMENT- Electrical Inspector O. ay TOWN OF SOUTHOLD y _ Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 i iamesh(a)_southoldtownny.aov— seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:AUGUST 29,2024 Company Name: ALL CODE ELECTRIC Electrician's Name: CASIMIR DE RAVENIERE License No.: 42538-ME Elec. email:STEVEAMPELEC@GMAIL.COM Elec. Phone No: 631 7454940 D I request an email copy of Certificate of Compliance Elec. Address.: 7 MAPLEWOOD DRIVE, SHIRLEY, New York 11967 JOB SITE INFORMATION (All Information Required) Name: STEVEN KRISS Address: 355 WEST LANE, EAST MARION, New York Cross Street: Phone No.: 631 445 8000. (BUILDER) Bldg.Permit#:50942 email:ALPHALIONCONTRACTING@G Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): APPROX. 500 SQUARE FOOT EXTENSION LIVING SPACE AND BATHROOM i Square Footage: 1500 Circle All That Apply: 3 r Is job ready for inspection?: ❑ YES ❑ NO ❑✓ Rough In? Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 H Frame Pole Work done on Service? Y N Additional Information: w PAYMENT DUE WITH APPLICATION 3b �iT CC w0 -- L BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 o • " Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(D-southoldtownny.gov- seand(D-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:AUGUST 29,2024 Company Name: ALL CODE ELECTRIC Electrician's Name: CASIMIR DE RAVENIERE License No.: 42538-ME Elec. email:STEVEAMPELEC@GMAIL.COM Elec. Phone No: 631 7454940 El I request an email copy of Certificate of Compliance Elec. Address.: 7 MAPLEWOOD DRIVE, SHIRLEY, New York 11967 JOB SITE INFORMATION (All Information Required) Name: STEVEN KRISS Address: 355 WEST LANE, EAST MARION, New York Cross Street: Phone No.: 631 445 8000. (BUILDER) Bldg.Permit#:50942 email:ALPHALIONCONTRACTING@G Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): APPROX. 500 SQUARE FOOT EXTENSION LIVING SPACE AND BATHROOM Square Footage: 1500 Circle All That Apply: Is 1-3 job ready for inspection?: ❑✓ YES NO ❑✓ Rough Inr ' )Final Do you need a Temp Certificate?: YES ❑� NO Issued On Temp Information: (All information required) Service SizeF11 Ph F-]3 Ph Size: A # Meters Old Meter# ❑New Service Fire ReconnectOFlood Reconnect Service Reconnect Ounderground 00verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? 0 Y DN Additional Information: PAYMENT DUE WITH APPLICATION CC 000 Vic b� PERMIT# Address: Switches Outlets GFI's Surface Sconces HH's I �I C-C-,)r UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water BondLights Heat Pucks ER HOT TUB/SPA Inst Hot DeHum Transfer Disc , Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments Cp bur-11 LV) b �� �� Town Hall Annex Telephone p ne(631)765-1802 54375 Main Road 4 Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 ; BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE tQNSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ARID/Olt TIMBER CONSTRUCTION Date: b 2-n 12o24- Owner: . . to S:t"�4W::? ) k-0156 Location.of Property: ._ Please take notice that the check applicable line New commercial or residential-structure -- ` � Addition to existing commercial-or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor-and roof framing FIR Signature: . Name (person submitting this form): 415100 A.. bc-e Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2016 (/-OWIZ LETT SMITTAL Jason A. Lee, R.A. <?� 4 Ethel Street, East Patchogue, New York 11772 P:716-864-9376 � 2� TO: Town of Southold DATE: 1 Building Department ✓ `°�` `I-ow N k*+A. pojUs-,( Sal'3-75 JOB No.: 5d-3'15 M AWN leuaAno I 1 q�1 — Oq'S`I RE: "f1� �S �1�� s var PLO NCI CA�-c µAWA0.1J I rJ H -- WE ARE SENDING YOU ®ATTACHED ❑UNDER SEPARATE COVER VIA THE FOLLOWING ITEMS: No. DATE COPIES DESCRIPTION 'STATUS I I 17WAArr . JOU 6ftri 6­Y0 I/!iV PAS ( � l"jK1,6115 OF ' Kju45. 11 15 Qrr (4?*((one THESE ARE BEING TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑APPROVED AS SUBMITTED ❑ RESUBMIT_COPIES FOR APPROVAL ® FOR YOUR USE ❑APPROVED AS NOTED ❑SUBMIT_COPIES FOR DISTRIBUTION ❑AS REQUESTED ❑ RETURNED FOR CORRECTIONS ❑ RETURN—CORRECTED PRINTS ® FOR REVIEW AND COMMENT ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US Remarks: Jason A. Lee, R.A. f4&W 4, .Lee Transmittal No.001 1 of 1 Ja N DREW ARCH 1TEC"-,—,,%0, f­ 4VED) 4 ETHEL STREET I PATCHOGUE NEW YORK 11772 1 T. 716.864.93 — E.A�aLch%qptjklp�Ok.com ETjWi,(? ,tlRA-'NSMITrAL -to VPN: 23-135 DATE: May 12, 2024 FROM: JASON LEE, ALA RE: Steve and Pat Kriss J. Andrew Architecture, D.P.C. 355 West Lane 4 Ethel Street East Marion, NY 11939 E. Patchogue, NY 11772 (516) 330-0308 (716) 864-9375 pkriss249@gmaii.com vytalcirchnV@outlook.com YOU ARE RECEIVING THE FOLLOWING ITEMS: NO. DATE COPIES DESCRIPTION STATUS 01 05/12/24 .1 Permit Application 02 05/12/24 1 Survey/ Site Plan 03 06/12/24 1 Owners Letter 04 05/12/24 4 Construction Documents 05 105/12/24 , 1 Notice of Utilization of Truss Type Construction-', THESE ITEMS ARE BEING TRANSMITTED FOR THE REASON CHECKED BELOW: FOR APPROVAL PERMIT FOR REVIEW AND COMMENT ❑AS REQUESTED ❑APPROVED AS NOTED ❑APPROVED AS SUBMITTED ❑ FOR BIDS DUE El FOR YOUR USE El RETURN—CORRECTED PRINTS El RETURNED FOR CORRECTIONS ❑ RETURNING ITEMS- El RESUBMIT COPIES FOR APPROVAL ❑SUBMIT COPIES FOR DISTRIBUTION NOTE: The Owner currently reviewing bids from contractors and all required contractor ' information will be provided shortly, including: & Contractor's proof of insurance and Suffolk County license 0 Certificate of Liability Insurance 9 Certificate-of Workers' CompensationInsurance (Cl 05.2 or U26.3) AND 0 a Certificate of Disability Benefits Compensation Insurance (DB 120.1) If you have any questions or concerns,please feel free tocontact us at any time. Signed: Jason A. Lee,A.I.A. cc: Owner ❑ File Copy 1 Of 1 OEPAR M§ '"M ;�P �Ss�I►+a ADO eq jP f ,p :A TEST Ho L E r we Si b t \ 'ti DcGiavarfvia weff ' � h O_. /p, p .. {Poolo 12 COE �rI L' ♦•r4 • �'i tit 1 c/ SUFFOLK COUNTY HEALTH C AFTMENT AUG8 3 1973 DSO ti' i 35!; 'J -S '�� %i,k ►. :��e4f i� DATE H. D. REF. iT The sewage disposal and War a!:Pply facilities for this location have bean.' inspected by this department and found d to be SatisPactoryw----"% 58 S8 3o 30, O•� Chief of General gngine.ergg S. W. � Services ' .4 o (vcfccxw#� :4 1 ! - T AtmATION OR xb" ��t,.1 „ �@ 11Ad fIN1VtY Ib A VICLAWM Op ✓Cyrr AFK CrJ_�rY7 >"I ! tkttoWVOWSrA q ' 1 COPIES;OF THIS SU%V ; • .• �FAIMb Ti;. LA.'D SURVEY(;... EAl6.::S D S;A' TO i r BE A V:._L i �'I�•• ✓ GUAPAi U3 INDICATED HEREON SHALL RUT(ONLY TO THE rELSON FOR WHOM THE SURVEY ! IS PREIA;,ED,AND ON HIS 6'-HALF TO THE ! `� TITLE COMPANY,GOVERP,1MEN)'AL AGENCY#M 1 F LENDING INSTITUTION LISTED HEREON,AND 1VAr is tV r ASS'3NCES OF THE LENDING INSTE GI:A�.ANTECS ARE NOT TRANSF NE (I OWNITIOnAI IT:;.�I:.�Strr15.PR SWS i rH ' •� �, I �icerEscd Lc;Y�fd �!•+�f•v:L��rov:•w N. J. MAZZAFERRO, P.E. q �� Consulting Engineer -To 1T c� .-:r , H #+FrepunnW1140 '7m-mi1WG mm T 1bktM FOMOW1NG INSPECTIONS: 1. FOUNDAT10I T.WO REQUIM 1=MOOt1AED CONCRETE 2. R60614 4RIt1�N 8 P1-UME 1NG O.CT 1 4 2025 . INSU!At10N: 4. 1'tMI .- fIECQIUIPI,EFE1 Eia�ilttang Deyarment TOW AM CONS . t .. tAEOU1RMMOF 0PR YORK STATE. NOT Rirsp IBL£i'F DESIGN OR CONBTRUGTON EMORS Nicholas J.Mazzaferro,P.E. PO Box 57, Greenport,N.Y. 11944 Phone-516-457-5596 niclonazzaferro@verizon.net C) ZONING CONFORMANCE CHART: RESIDENTIAL R-40 0 E PROJECT INFORMATION 0 USE MINIMUM LOT AREA MINIMUM YARD SETBACKS MAXIMUM BUILDING HEIGHT MAX LOT COVERAGE FLOOR AREA RATIO ,�Yuj r ALLOWED PROPOSED ALLOWED PROPOSED PROJECT NAME: EXISTING PROPOSED REQUIRED EXISTING MAXIMUM PROPOSED MAXIMUM PROPOSED FRONT SIDE REAR FRONT SIDE REAR STORIES HEIGHT STORIES HEIGHT PROPOSED MASTER BEDROOM SUITE AND INTERIOR NA 1 01-Oil PROPOSED IIIIIIASTER SINGLE FAMILY EXISTING USE NO NO NO LU 0 40,000 13,000 301-011 361-011 131-411 1 351-0" 1 20% 14% 2,475 S.F. 1.826 S.F. RENOVATIONS RESIDENCE TO REMAIN 251 TTL CHANGE CHANGE CHANGE rw U-j Wu C) 0 >- ARCHITECT: cn Of'�e c: C- JASON A. LEE, A.I.A. B 4 ETHEL STREET,iEDROOM SUITE AND ry = t�3 a EAST PATCHOGUE, NY 11772 LU < Gi DESIGN CRITERIA TEL: 716.864.9375 < 'Kzr LU vytalarchny@outlook.com GROUND WIND SEISMIC DESIGN SUBJECT TO OAMAGE FROM WINTER DESIGN ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE SH tV1 VATIONS UNDERLAYMENT REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS INTERIOR R E r4N, 0 SNOW LOAD SPEED CATEGORY WEATHERING FROST LINE DEPTH TERMITE TEMPERATURE REQUIRED HAZARDS INDEX TEMPERATURE AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REPRODUCED,DUPLICATED,USED OR CISCLOSFD 45 LBS, S.F. 130 MPH C 33-50 SEVERE 36" BELOW GRADE MODERATE 15 DEGREES F REQUIRED NOT IN FLOOD PLAIN 1500 OR < 51.1 DEGREES F WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, AT METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES C.R PROPERTY INFORMATION PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGi'AMS IN CONNL-',TIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF TH"IF CONTRACTOR SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK,OR FO� OWNER : STEPHEN AND PATRICIA KRISS ME FAILURE OF THEM TO CARRY OUT ME WORK IN NIM1111111011 ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS U: ISS RESIDE NCE a see 6 001ce 0 C50 a 0000 4DID060454D0000 a a as a ADDRESS: 355 WEST LANEDIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCXr')TH EKf — - - — - - — EAST MARION, NEWYORK 11939 355 WEST LANE EMAIL: map/ann@keyskeya.com A ZONING: RESIDENCE - R40 LU EASTMARION , NY 1 ] 9 39 SECTION No: 38 BLOCK No: 06 LOT No: 02 z 0 LU m U')L6 - 5; z L_U 011 LIS C/) 0 r— 10:� CL LL 2�i f", C) U LLJ A., LU CL/U) TOWN AND VILLAGE INFORMATION V) LOT COVERAGE INFO: TOWN: TOWN OF SOUTHOLD ADDRESS: SOUTHOLD BUILDING DEPARTMENT 0 MAX ALLOWABLE LOT COVERAGE: 54375 NEW YORK - 25 z aaa� n 3 SOUTHOLD, NEW YORK 11971 0 EXISTING LOT AREA = 13,000 SQ,FT, MAX LOT COVERAr7E % = 20% a PHONE: (631) 765-1800 EXISTING LOT AREA X MAX LOT COVERAGE % 13,000 SQ.R. x 20% = 2,600 SQ.FT. MAX. 10.01 1- STIO RY 10.0 0 SETBACK ADDI-1710N SETBACK PROPOSED L C,T COVERAGE: Q EXISTING FIRST FLOOR = 1,486 SQ.FT. DRAWING LIST o" MASTER SUITE ADDII-ION = 340 SQ,FT. 0 < < 0') 0 z L_U 0, TOTAL = 1,826 SQ.FT, 13.41 GENERAL DRAWINGS: r ct O w GI .01 TITLE SHEET, PLOT PLAN AND GENERAL INFO. LU LOT COVERAGE CALCULATION: 0 10, MIN. L_U I < 0 Lu z APP 0 0 AS NOTED (LOT COVERAGE / LOT SIZE) X 100 30.3' 1- STO RY FRA M E G1 ,02 GENERAL NOTES AND SPECIFICATIONS 0 W &-- Z ARCHITECTURAL DRAWINGS: rpoo 0 %J,000 SQ.FT.) X 100 = 14% f+,826 SQ.FT, / I — DATE: E3.p.#-4X-'qzl.2 PZESI DEN C E I— L.0 < 0 C/) ry +4% PROPOSED • 20% MAX. (ALLOWABLE) o A2,01 FIRST FLOOR DEMOLITION & PROPOSED PLANS C) LJJ c/5 < FEE Y. a r'w 13 A2.02 PROPOSED ROOF, BASEMENT & ENTRY PLANS < Uj NOTIFY BUILDING DEPARTMENTAL 631-765-1802 NAM TO 4PM FOR THE PLUMBER CERTIFICATION A3.01 PROPOSED ELEVATIONS &WALL PARTITIONS 0 _-D U-i FOLLOWING INSPECTIONS: ON LEAD CONTENT BEFORE (-*- :��; C./) --r 'Coo U<j 1. FOUNDATION-TWO REQUIRED CER TIFICA TE OF OCCUPANCY A3.02 PROPOSED ELEVATIONS & WALL PARTITIONS CL A4.01 PROPOSED SECTIONS AND SECTION DETAILS 2. ROUGH-FRAMING&PLUMBING SUPPLY SYSTEM CANNOT A4.02 PROPOSED SECTION, WINDOW ELEVATIONS, PROJECT No,: FOR POURED CONCRETE SOLDER USED IN WATER 3. INSULATION DOOR AND WINDOW SCHEDULES 4. FINAL-CONSTRUCTION MUST EXCEED 2110 OF 1% LEAD. 23-135 BE COMPLETE FOR C.O. FLOOR AREA RATIO INFO: A5.01 PROPOSED AIR SEALING DETAILS 0 ALL CONSTRUCTION SHALL MEET THE 0 STRUCTURAL DRAWINGS: PROJECT DATE: REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR NON-CONFORMING LOTS: DECEMBER 2023 DESIGN OR CONSTRUCTON ERRORS S1 .01 FIRST FLOOR STRUCTURAL BRACED PLANS LESS THAN 10,000 SQ.FT. BUT MORE THAN 20,000 ELECTRICAL AND PLUMBING RISER DIAGRAMS SCALE: INSPE.CTION REQUIRED SQ.FT. + 12.5% OF 3,000 SQ.FT. = 375 SQ.FT. 27.0' S1 .02 FRAMING DETAILS COMPLY WITH ALL CODES OF MAXIMUM SQ.FT. 2,475 SQ.FT. (ALLOWABLE) S1 .03 FRAMING DETAILS AS NOTED NEW YORK STATE&TOWN CODES S1 .04 FRAMING DETAILS AS REQUIRED AND C , DITIONS OF U� ADD. AL DRAWN BY: OLD SOUTH D OVA ZBA C5 co ALTERNATE DRAWINGS: J.LEE ,SOUTHO TOWN PLANNING BOARD LLJ S S0LPqTH` TOWN TRUSTEES X1 .01 ADD. ALT. FOR WINDOW REPLACEMENT CHECKED BY: AND i ,C L 0 To�� SOUTH TOW N.Y. EC S _rHOL All exterior S OLD HPG lighting installed, replaced or HD repaired shall conform SEAL: D to Chapter 172 of the Town Code T4 A. 0 000 0 001940 0 CDC C 0000 00000000000 0 0 00 0 C.-l- ' ' I IT III OCCUPANCY OR USE 18 UNLAWFUL Blower door and ductwork I F IL 0409 0 J�' z) T LANE WITHOUT CERTIFICAT" testing required. OF OCCUPANCY Must Provide Manuals EXISTING PLOT PLAN DRAWING NO,: OF 14 D, J and S ais per SCALE: 1 125' G1 v01 01 F.77TAIN STORM WATER RUIVIO NYS Energy Code r., I U R S UANIT TO CHAPTER 236 DRAWING TITLE: THE TOWN CODE. d Pa(1 ids TITLE SHEET, PLOT .Lu I M SING PLAN & GENERAL �./':'�'�;WATEkILINES NEED INFORMATION U o E GENERAL NOTES: CONCRETE NOTES: EXTERIOR DOOR NOTES: Lu L O 1, THE INFORMATION SHOWN ON THESE DRAWINGS CONSTITUTES THE EXTENT OF ARCHITECTURAL SERVICES RENDERED TO THE CLIENT, 1. ALL NEW CONCRETE SHALL BE A MINIMUM COMPRESSIVE STRENGTH(OF 4,000 PSI AT 28 DAYS. 1. ALL NEW ENTRANCE DOORS SHALL BE LOW-E IG WITH ARGON WITH 3MM GLASS GLAZING PROVIDING A U-VALUE OF 5. F- w 04O THE ARCIHITECT HAS NO FURTHER CONTRACTUAL OBLIGATION TO THE CLIENT BEYOND THE PREPARATION OF CONSTRUCTION W U O DRAWINGS REQUIRED TO OBTAIN A BUILDING PERMIT IN ACCORDANCE WITH ALL APPLICABLE CODES. THE ARCHITECT DISCLAIMS 2. ALL CONCRETE FOOTINGS ARE DESIGNED BASED UPON AN ASSUMED SOIL BEARING CAPACITY OF TWO TONS PER LINEAR FOOT. 2. PROVIDE INSECT SCREENS FOR ALL EXTERIOR DOORS. ��n �/' Ly L(,� Lw O ALL RESPONSIBILITY IF THE BUILDING IS CONSTRUCTED WITH DIMENSIONS, SIZES, & (OR) MATERIALS THAT DEVIATE FROM THESE (CONTRACTOR SHALL FIELD VERIFY AND ASSUME RESPONSIBILITY). i( DRAWINGS, 3. ALL ROUGH OPENING SIZES SHALL BE COORDINATED WITH MANUFACTURERS STANDARD RECOMMENDATIONS. _ j 0 3. ALL FOOTINGS SHALL BEAR ON VIRGIN SAND AND GRAVEL AND EXTEND TO A MINIMUM DEPTH OF 4-0 BELOW GRADE, I( z < 0 N FROM THESE CONSTRUCTION DRAWINGS WITHOUT SPECIFIC 4. REFER TO DOOR SCHEDULE FOR ADDITIONAL INFORMATION. w a- U 2, CONTRACTOR SHALL MAKE NO SUBSTITUTIONS OR DEVIATIONS O APPROVAL FROM THE ARCHITECTS PRIOR TO START OF WORK,ANY CHANGES MADE BY THE CONTRACTOR (STRUCTURAL MEMBERS, 4, PROVIDE TROWEL ON MASTIC DAMPROOFING ON ALL EXTERIOR CONCRETE WALLS BELOW GRADE, Q � O WINDOW CHANGES, ETC) RESULTING IN CODE VIOLATIONS OR CAUSING THE FAILURE OF ANY BUILDING DEPARTMENT INSPECTION Lu WILL RESULT IN THE CONTRACTOR REPLACING THE COMPLETED NON-COMPLIANT WORK TO MEET THE REQUIRED SPECIFICATIONS AT 5. ALL EXPOSED (ABOVE GRADE) FOUNDATION WALL SURFACES SHALL FHAVE A SMOOTH FINISH. < It w Z CONTRACTOR'S COST AND NO ADDITIONAL COST TO THE OWNER. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR UNAPPROVED SUBSTITU71ONS AND(OR) DEVIATIONS MADE BY THE CONTRACTOR. 6. ALL CONCRETE SHALL BE PRODUCED IN ACCORDANCE WITH ACI 3118, IN ADDITION TO CEMENT PERMITTED BY ACI 318 CEMENT COMPLYING WITH ASTM C1157 IS PERMITTED, ALL CONCRETE TO BE FA MINIMUM OF 4000 PSI AND WHEN EXPOSED TO WEATHER THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&! 3. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO RETAIN THE SERVICES OF A MUST BE AIR ENTRAINED AS PER NYSRBC TABLE R402.2. SOIL BEARING�PRESSURE IS ASSUMED TO BE 2000 LBS/SF TYPICAL LONG REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWL LICENSED PROFESSIONAL LAND SURVEYOR TO STAKE OUT ALL CORNERS OF THE EXISTING PROPERTY LINE AND PROPOSED ISLAND SAND AND GRAVEL. ARCHITECT SHALL BE�IMMEDIATELY NOTIFI IED IN WRITING IF CONDITIONS OTHER THAN ASSUMED EXIST, WINDOW NOTES: AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT, FOUNDATION CORNERS. ANY DISCREPANCIES BETWEEN THE DRAWINGS AND THE STAKE OUT SHALL BE BROUGHT TO THE ARCHITECTS FOOTING SHALL BE 24 WIDE BY 12 DEEP WITH 6 PROJECTION ON EACH SIDE OF FOUNDATION WALL, UNLESS SHOWN OTHERWISE MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCL, ATTENTION IMMEDIATELY. ON PLAN. PROVIDE 2 X 4 KEYWAY IN FOOTING,ANCHOR BOLTS SHALLL BE 1/2" DIA. @ LOCATIONS STATED ON PLANS. ALL ABOVE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. GRADE EXPOSED PORTIONS OF FOUNDATION WALLS SHALL HAVE CEPMENT FINISH, 1. ALL NEW WINDOWS SHALL BE 2.5MM GLASS GLAZING PROVIDING A U-VALUE OF 0 5 (OR APPROVED EQUAL). THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE 4, ALL EXISTTING BUILDING DIMENSIONS, SITE DIMENSIONS,AND CONDITIONS ARE ESTIMATED AND BASED UPON EXISTING CONDITIONS, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION ME THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ALL DIMENSIONS, CONDITIONS, ETC. (ASSUMED, EXISTING,AND PROPOSED), 2. PROVIDE INSECT SCREENS FOR ALL WINDOWS. ,�/ METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OI U� PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGI THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT OF RECORD PRIOR TO THE COMMENCEMENT OF WORK. p� I CONNECTIONS WITH THE WORK FOR THE ACTS OF, OMISSSIONS OF THE CONTRACTOR SUBCONTRACTORS OF, 3. ALL ROUGH OPENING SIZES SHALL BE COORDINATED WITH MANUFACTURERS STANDARD RECOMMENDATIONS. OTHER PERSONS PERFORMING ANY OF THE WORK,OR E 5, WRITTEN I DIMENSIONS WITHIN THE CONTRACT DOCUMENTS SHALL HAVE PRECEDENCE. THESE DRAWINGS ARE NOT TO BE SCALED. THE FAILURE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAY 4. REFER TO WINDOW SCHEDULE FOR ADDITIONAL INFORMATION, DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCP 6, ALL WOrRK SHALL COMPLY WITH THE 2020 NEW YORK STATE RESIDENTIAL CODE, THE 2020 NEW YORK STATE SUPPLEMENT TO THE ENE 6Yn CODDE, THE 2020 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)iTHE 2020 NEW YORK STATE SUPPLEMENT TO THE«N �N�� FRAMING NOTES. 7. ALL WORK SHALL BE DONE TO THE HIGHEST STANDARD OF CRAFTSMANSHIP BY ALL TRADES. *ALL STRUCTURAL LUMBER SHALL BE DOUGLAS-FIR LARC'l GRADE #2 OR BETTER. 8. THE CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE ANY ADJOINING BUILDING AND SITE SURFACES DURING CONSTRUCTION. Lu Lu THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND(OR) REPLACE ANY ADJOINING SURFACES AND ITEMS DAMAGED DURING 1. PROVIDE METAL SUPPORT HANGERS AT ALL FLUSH FRAMED FLOOR &(CEILING JOISTS, ROOF RAFTERS, HEADERS &BEAMS. GI A7ED AND VENTILATION CALCULATIONS: CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER, 2. PROVIDE HURRICANE CLIPS AS INDICATED &AS SPECIFIED, - z 9. SHOP DIRAWINGS SHALL BE PROVIDED FOR FABRICATED ITEMS WHERE APPLICABLE. REQUIRED GLAZING AREAS FOR HABITABLE ROOMS = 8% OF FLOOR AREA Lu 3. ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAaN 10 FEET ARE TO HAVE STUD BRIDGING OR OTHERWISE BE ,I� cn m 10, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY FACILITIES FOR PROTECTION OF TOOLS/ EQUIPMENT AND FACILITIES BRACED IN AN APPROVED MANNER AT INTERVALS NOT EXCEEDING 8'�FEET. (AS PER SECTION R402,1 OF THE 202L;►��W YORK STATE RESIDENTIAL BUILDING CODE) > Oz Of SHALL CONFORM TO LOCAL REGULATIONS. 'L' a O 4. ALL STUD BEARING WALLS TO HAVE STUD BRIDGING AT MID-HEIGHT, SMART ROOM: 106 59 S.F. AREA) * = 0 U w 11, THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE AND DISPOSE ANY AND ALL CONSTRUCTION RELATED DEBRIS AND WASTE ( ) 8% 05 S.F. OF REQUIRED GLAZED AREAS. 13 S.F. PROVIDE© p OFF SITE: IN COORDINATION WITH ALL NEW YORK STATE, FEDERAL, AND LOCAL APPLICABLE BUILDING CODES, DURING 5. TIMBER FRAMING SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL BEDROOM 03: 200 = 163 S.F. (FLOOR AREA) * 8% = 13 S.F. OF REQUIRED GLAZED AREAS, 52 S.F. PROVIDED Wp N CONSTRUCTION THE SITE SHALL BE MAINTAINED CLEAN AND CLEAR OF CONSTRUCTION DEBRIS AND WASTE, BUILDING CODE, CHAPTER 5 (FLOORS), CHAPTER 6 (WALL CONSTRUCTION), CHAPTER $ (ROOF &CEILING CONSTRUCTION), � - UNLESS OTHERWISE NOTED, BATHROOM: 201 - 81 S.F. (FLOOR AREA) * 8% = 06 S.F. OF REQUIRED GLAZED AREAS. 06 S,F, PROVIDED v 0412, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE AND CONSTRUCTION SAFETY. 6. FRAMING LUMBER SHALL BE SQUARE EDGE, STRAIGHT, SOUND,WELL:SEASONED, MAXIMUM MOISTURE CONTENT OF NINETEEN (19) 4°/REQUIRED NATURAL VENTILATION AREAS FOR HABITABLE ROOMS - OF FLOOR AREA Q 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING PERMITTING, SCHEDULING, AND COORDINATION OF ALL APPROPRIATE PERCENT AT TIME OF INSTALLATION; LUMBER SHALL BEAR THE GRADE SAND TRADEMARK OF THE ASSOCIATION BY WHO RULES IT IS - o INSPECTIONS WITH THE LOCAL BUILDING DEPARTMENT. PRODUCED, SIZES INDICATED ARE NOMINAL STANDARD SIZES. (A S PER SECTION R403.1 OF THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE) O 14. WINTER 'PROTECTION, HEAT, AND SNOW REMOVAL SHALL BE THE CONTRACTORS RESPONSIBILITY. ALL SPACE HEATING SHALL BE 7. FRAMING LUMBER SHALL BE STRESS RATED DOUGLAS FIR LARCH GRADE #2 OR BETTER WITH A STRESS RATING OF 875 AND 850 PSI SMART ROOM: 106 = 59 S.F. (FLOOR AREA * 8% = z aaaaa< DONE IN A SAFE SENSIBLE MANNER, WITH PERIODIC CHECKS ON THE SYSTEM,AND SHALL COMPLY WITH STATE INDUSTRIAL RESPECTIVELY FOR BENDING FOR SINGLE MEMBER USE AND 95 AND ;75 MIN, FOR SHEAR OR BETTER. ) 03 S.F. OF REQUIRED GLAZED AREAS. 08 S.F. PROVIDEID COMMISSION AND O.&H,A. REGULATIONS, 8. PROVIDE DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS OVER 6-0" IN LENGTH. BEDROOM #3: 200 = 163 S.F. (FLOOR AREA) * 8% = 07 S.F. OF REQUIRED GLAZED AREAS. 32 S.F. PROVIDED 15, CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST BATHROOM: 201 = 81 S.F, (FLOOR AREA) * 8% = 04 S.F. OF REQUIRED GLAZED AREAS. 04 S.F. PROVIDED DAMAGIE, BREAKAGE, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO APPLICABLE CODES, STANDARDS AND GOOD 9. PROVIDE SOLID BRIDGING BETWEEN JOISTS AT 6'-0"O.C. MAXIMUM. PRACTICE. 10. UNLESS OTHERWISE NOTED, ALL WINDOW AND DOOR SHALL HAVE 1/:2"PLYWOOD BETWEEN HEADERS ABOVE. CJ� 16. PROVIDEE ALL BLOCKING, SUPPORTS, AND TEMPORARY SHORING AS REQUIRED FO`1 FilAMING OF NEW AND EXISTING AREAS. z INSTALL)AND REMOVE (AFTER COMPLETION )ALL TEMPORARY SUPPORTS, SHORING, HEADERS,AND DUST SCREENS TO ADEQUATELY 11, ALL SUB FLOORING,WALL,AND ROOF SHEATHING SHALL BE EXTERIOR GRADE TONGUE AND GROOVE PLYWOOD, 'ADVANTECH Q O SUSTAIN ALL LOADS AND PROTECT EXISTING WORK FROM DAMAGES OF ANY KIND, INCLUDING DUST, FLOORING'OR ARCHITECT APPROVED EQUAL. _ 17. THE PRELMISES TO BE KEPT REASONABLY CLEAN AT ALL TIMES. THE CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER FOR 12, ALL BUILT UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPPLITS ON THE WIDE FACE OF ANY MEMBER GREATER THAN 1/2 O Q Q c ACCEPT TANCE CLEAN AND READY FOR OCCUPANCY.ALL GLASS SHALL BE CLEANED AND POLISHED, FLOOR SWEPT, CARPETS TIMES THE WIDE FACE. ELECTRICAL NOTES: O Z w r VACUUMED, FIXTURES WASHED, WITH LABELS REMOVED,AND EXTERIORS HAND RAKED FREE OF DEBRIS. 2� O J U 13. ALL EXPOSED WOOD FOR SOFFITS, OVERHANGS, ETC, SHALL BE APPROVED EXTERIOR GRADE. (PAINTED ALL SIDES AND ENDS). _ Z 18. UPON COMPLETION OF CONSTRUCTION WORK AND FINAL APPROVAL AND ACCEPTANCE BY THE LOCAL BUILDING DEPARTMENT 1. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION. F- Q Lu AND INSPECTOR, THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL APPROPRIATE AS-BUILT DRAWINGS AND CLOSE OUT 14. ALL TIMBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS, FR/AMING ANCHORS, OR RAFTER ANCHORS OF MINIMUM 18 DOCUMENTATION TO THE OWNER AND BUILDING DEPARTMENT. GAUGE PRIME GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIIIMPSON• 2. ALL ELECTRICAL WORK SHALL BE SUPPLIED AND INSTALLED fIV ACCORDANCE WITH THE 2020 NYS RESIDENTIAL BUILDING CODE. co Q � w ry O Lv 15, NAILING TO CONFORM TO SCHEDULE INDICATED IN THE 2020 NEW WORK STATE RESIDENTIAL BUILDING CODE, 3. ALL ELECTRICAL LIGHTING FIXTURES SHALL BE 6" DIA. RECESSED LIGHTS. COORDINATE ALL LIGHTING WITH OWNER PRIOR TO f- W Q ~ � INSTALLATION (TYP.) W � Lu� 16. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8"SPAACE AT ALL PANEL EDGE JOINTS, � Cn �.- W of Lo 4. ALL LIGHTING LAMPS SHALL BE HIGH EFFICIENCY LAMPS. O F--- Lu17. PROVIDE SOLID BLOCKING FROM TOP OF GIRDER OR FOUNDATION%WALL TO THE UNDERSIDE OF FLOOR AT WOOD POSTS. ALL Lv � C: ) Z Q CLOO 'L4 WOOD POSTS SHALL BE 4"X4" MINIMUM (UNLESS OTHERWISE NOTED). 5. ALL ELECTRICAL LIGHTING THE SHALL BE HARDWIRED BACK TO THE EXISTING ELECTRICAL PANEL WITH EACH ROOM ON ITS OWN DEDICATED CIRCUIT. �- EXCAVATI O N NOTES: ---------------------------...--------------------------------- - ---- -- 6. ALL ELECTRICAL RECEPTACLES SHALL BE HARDWIRED BACK TO THE EXISTING ELECTRICAL PANEL WITH EACH ROOM ON IT'S OWN PROJECT No,r� DEDICATED CIRCUIT. 1. PRIOR TO THE COMMENCEMENT OF WORK,THE CONTRACTOR SHALL BE RESPONSIBLE TO CLEARLY MARK-OUT ALL UNDERGROUND 23-135 PIPING AND UTILITIES. 7. ALL RECESSED ELECTRICAL LIGHTING FIXTURES SHALL BE RATED FOR INSULATED CEILINGS. PROJECT DATE: 2, EXCAVA\TE SUBSOIL REQUIRED TO ACCOMMODATE CONSTRUCTION OPERATIONS TO THE LIMITS AS INDICATED ON THE PLANS. ROOFING AND SIDING N OTE&r 8. ALL INTERIOR ELECTRICAL RECEPTACLES SHALL BE RECESSED TAMPER RESISTANT RECEPTACLES. DECEMBER 2023 3. PROTECT BENCH MARKS, EXISTING STRUCTURES, FENCES, SIDEWALKS, PAVING,AND CURBS FROM EXCAVATION EQUIPMENT AND 9. FURNISH,AND INSTALL ALL FACE PLATES AND COVERS AS REQUIRED. STYLE, TYPE,AND COLOR TO BE SELECTED BY THE OWNER. VEHICULLAR TRAFFIC. SCALE: 1. FLASH, CAULK AND SEAL ALL JUNCTIONS OF NEW ROOFS, WALLS ANLD PENETRATIONS, TO FORM A WATER TIGHT ASSEMBLY,ALL 10, FURNISH,AND INSTALL ALL LIGHT FIXTURES, BULBS, &TRIMS AS REQUIRED, STYLE, TYPE, AND COLOR TO BE SELECTED BY THE OWNER. 4. GRADE*TOP PERIMETER OF EXCAVATION TO PREVENT SURFACE WATER FROM DRAINING INTO EXCAVATION. FLASHING TO BE 16 OUNCE AND EXTEND 8" (MIN.)ABOVE INTERSECTING SURFACES. AS NOTED 5. IF DEPTH OF TRENCH EXCEEDS 5'-0",THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING BOX IN 2. PROVIDE 1"THICK OSB SHEATHING OVER ALL WALLS. PROVIDE LIQUID)APPLIED FLASHING OVER ALL GAPS AND PENETRATIONS, DRAWN BY; ACCORDANCE WITH OSHA REGULATIONS. 3. PROVIDE 1/2"ADVANTECH' ROOF SHEATHING. J,LE E 6, STOCKPILE EXCAVATED MATERIAL IN AREA DESIGNATED ON SITE AND REMOVE EXCESS MATERIAL NOT BEING REUSED FROM THE SITE, 4. ROOF TO BE COVERED WITH TWO LAYERS OF 15 LB, BUILDING PAPER?WITH A MINIMUM 6"OVERLAP AND STAGGERED JOINTS AND 7. BACKFIL.L EXCAVATIONS USING FREE-FLOWING ANGULAR AGGREGATE WITH A PARTICLE SIZE NOT LESS THAN 1/8"NOR MORE THAN FINISHED WITH 300 #ASPHALT SHINGLES OR ROOF SHINGLES SPECIFIED ON THE DRAWINGS. M E C i-�AN I CAL NOTES CHECKED BY: --- 1/2".ANGULAR MATERIAL MAY BE EITHER CRUSHED STONE OF GRAVEL MEETING QUALITY&SOUNDNESS REQ'TS OF ASTM C-33, 5, INSTALL NEW 20 GA. ALUMINUM FLASHING AT ALL ROOF VALLEYS. 8, ALL BEDDING, BACKFILL BEDDING,AND APPROVED BACKFILI. MATERIALS SHALL BE TAMPED INTO PLACE. b. INSULATION: ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITTH FIBERGLASS BATT TYPE INSULATION R-VALUES ARE SHOWN 1, All MECHANICAL WORK TO FILED UNDER A SEPARATE APPLICATION BY CONTRACTOR. SEAL: 9. ALL BACKFILLED MATERIALS SHALL BE COMPACTED TO 95% (MAX.) DRY DENSITY IN ACCORDANCE WITH ANSI/ASTM D1557. ON DRAWINGS. PROVIDE PERIMETER INSULATION TO CODE AT ALL FOUNDATION WALLS. 2. ALL PLUMBING WORK ASSOCIATED WITH HEATING TO BE FILED UNDER A SEPARATE APPLICATION BY CONTRACTOR, MAINTAIN OPTIMUM MOISTURE CONTENT TO ATTAIN REQUIRED DENSITY. .�ERED qR <v Pam O N , N 'k '9 409 OF N DRAWING NO,: OF 1 G 1 02 OI'd DRAWING TITLE: GENERAL NOTES, CALCULATIONS, � SPECIFICATION 0 03 /A--A E 0 0 B-B 3'-104' 1 o'-O)/2.' Ow, 3'-2Y4 0 A4.01 11-- ui 1LNq 3: Z:) rL' ui 0 1.- (-D r-, 0 rw Lu Lu 0 II.— LU _-L�_ Fs ---E== 7T------------ 117777, =7=7711 !�� (-) Y c: 0 01 cd 7 19 1­2_0­ !;� P III -zic-4 CL >- CD < ax z -0 BEDROOM#3 O 4 rc- 163 S.F. LO rB- THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL r 16, 6 1A3 ,VO2 4X6 POST TO REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS 4X6 POST ON P.C. 6- AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE UNDERSIDE OF ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND Additional PIER TO UNDERSIDE OF STRUC. RIDGE % MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED NEW STRUC. RIDGE 1. 4'-0' 3'-4' WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, Certification I 1� 91-01 wi THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF GREAT ROOM GREAT ROOM U? -_'111. - �p C? AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, Play Deft Required. N, 991- b METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR 04 PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR 2',0- OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE 1-7 2-2y4- 6-1 IY2' 7-4%' DIMENSIONS AS SHOWN.DRAWINGS ME NOT TO BE SCALED. 10 7 Lb -0: BATH u CLOSET 81 S F. 63 S.F. III v c LINEN Cl. :j I a _100 2 2 ry ILLI - 5 S.F. rj % I - ) i C-4 ------------- LLJ z ------------ Lu BATH BATH > Z m 1 109 F Fc� U-j 1-411 4'-1 11 91-111 31-1111 0 ILL 0 181-511 23 0� 0 uj OK LLj C�n KITCHEN - ------ KITCHEN BEDROOM#3 F-TO-47 BEDROOM#3f I F 1-6-4 LU C/) 0 c/5 c/) A-A Iq 04 B ....... --- Lu BA TH 0 1 110 1 110 BATH C) 0 ---- ------------ ---------------------------- __ __ _ __ ___ aaaaa� z CLOSET CLOSET CLOSET CLOSET LAUNDR F107A HALL it CLOSET 1 105 E 105 1 6A 12 S.F. LINEN LINEN A 0 LIVING ROOM LIVING ROOM r BEDROOM#2 BEDROOM#2 107 BEDROOM#1 107 LAUNDRY/ I 0 < 01 c1r) 3'-2Y SMART RM 0 A 65 S.F. 0� Lu Lu C) 0 F REFER TO SHEEIA2,02 1­ Z 19 FOR ENLARGED PLAN Q — Lu co z AND PLAN DETAILS uj < 0 U-i CLOSET <� 0 CLOSET Z/_5 z I 106A r%-" z uj t n 112� — IF------ I U < 1-- 111.1 Lu cj) U) C/) < 02 I ENTRY W 'y ) uj Fy ENTRY _6 1 100.. < II.— 121 S.F.S.F. Lj_j U) I- _j Lo <CIO CO Lu NEW 2'-4"X 8'-4"BUILT-IN ' ------------------ BENCH SEATING, SEE SECTION DETAIL 05 ON SHEETS A4,01.I--, rj PROJECT No.: SHOWER SHOWER CLOSET CLOSET 23-135 CLOSET LAUNDRY aFy' LjQIAJ 1_101'B I 5 S.F. 5 S.F. J PROJECT DATE: __'__A___LI-------IL--------- - ----- --- -------LI DECEMBER 2023 1 7'-31" 7'-38" 6-23 2'-04" 4-82 2 4 8,21" t t t t 5.-934. SCALE: -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- AS NOTED 01 B-B 401 DRAWN BY: VA3.07 A DEMOLITION FIRST FLOOR PLAN PROPOSED FIRST' FLOOR PLAN J.LEE SCALE: 114" = 1'-0" SCALE: 114" = 1'-0" CHECKED BY: SEAL: P,ED,q x DEMOLITION NOTES: SYMBOL LEGEND: SON / I'll. % NOTE DESCRIPTION NOTE DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION WINDOW TO BE REMOVED TO ACCOMMODATE NEW EGRESS STUD WALL AND/OR WINDOW CONSTRUCTION TO BE IINDICATES EXISTING WALLS AND ---------- INDICATES EXISTING WALLS AND INDICATES PROPOSED WALLS SD INDICATES SMOKE DETECTOR (P W ---------- NDOW, EXISTING HEADER TO REMAIN, MODIFY OPENING REMOVED AND DISPOSED OF TO ACCOMMODATE NEW Yl OR ITEMS TO REMAIN. OR ITEMS TO BE REMOVED. AND/OR ITEMS TO BE INSTALLED. <9> TrO INSTALL NEW WINDOW. PATCH INTERIOR AND EXTERIOR 02 CONSTRUCTION. PATCH &MODIFY ALL AFFECTED SURFACES 95 SURFACES AS REQUIRED TO MATCH ADJACENT. AS REQUIRED, REFER TO PROPOSED PLANS FOR ADD-L INFO. IINDICATES DEMOLITION NOTE< INDICATES PROPOSED NOTE INDICATES WALL PARTITION TYPE - INDICATES COMBINATION SMOKE OF N_ REFER TO PARTITION TYPES CARBON MONOXIDE DETECTOR CONTRACTOR TO PROVIDE OPENING TO INSTALL PROPOSED DOOR AND FRAME TO BE REMOVED AND DISPOSED OF TO 03 VWINDOW(S). PROVIDE HEADER AS REQUIRED, REFER TO O4 ACCOMMODATE NEW CONSTRUCTION. PATCH AND MODIFY IINDICATES DOOR NUMBER INDICATES WINDOW NUMBER DR-RU INDICATES LOCATION OF NEW INDICATES LOCATION OF PROPOSED PLANS FOR ADDITIONAL INFORMATION, ALL AFFECTED SURFACES AS REQUIRED. rW--] RESCUE WINDOW. [D:S] PROPOSED ROOF DOWN SPOUT DRAWING NO.: OF 14 ENTRY BENCH TO BE REMOVED AND DISPOSED OF TO ROOFING TO BE REMOVED AND DISPOSED OF DOWN TO ROOM-iii ROOM TAG DETAIL TAG SECTION/ELEVATION TAG x INDICATES THE REVISION CLOUD ROOM NAME A2m01 O3 05 ACCOMMODATE NEW CONSTRUCTION. PATCH AND MOD ROOF DECKING. REPLACE ALL ROTTED AND DAMAGED 102 ROOM NUMBER - DETAIL NUMBER DETAIL NUMBER ADDENDUM NUMBER AND KEYED MODIFY \LL AFFECTED SURFACES AS REQUIRED. DECKING. SHINGLE SIZE &COLOR AS SELECTED BY OWNER, AREA ROOM AREA 9)z - DRAWING NUMBER DRAWING NUMBER REVISION CLOUD DESIGNATION. DRAWING TITLE: FIRST FLOOR DEMO AND PROPOSED FLOOR PLANS i U 0 • O W U rl0l _N� O CONSTRUCTION NOTE; ELEVATION NOTES; T.O.RIDGE T.O.RIDGE NOTE DESCRIPTION ......,.�.. 13'-4' Ly W W 0 IT IS THE (INTENT OF THIS DESIGN TO HAVE 01 PROVIDE &INSTALL NEW VINYL SIDING TO T.O,DORMER 05 05 _ T.O.RIDGE MATCH EXISTING IN COLOR,STYLE &SIZE. ` � _ C THE PROPOS ED MASTER BEDROOM FINISH +12'-93/4" — Q O U Ob 0� 3 03 06 U = >- O FLOOR AND FASCIA BOARD TO MATCH PROVIDE AND INSTALL NEW 4"VINYL TRIM T.o:RooF 02 AT CORNERS.TYPE, COLOR AND STYLE TO 07 05 03 07 � w THE EXISTING FINISH FLOOR AND FASCIA BE MATCH EXISTING. (TYPICAL) ,I,B.O.WIN.HDR, —� Q � 1 d z __.._ � a a a TO TOPPLATE� BOARD 'OF THE EXISTING GREAT ROOM PROVIDE &INSTALL NEW 30 YR ASPHALT 06 - +8'-9 112" O3 ROOFING SHINGLES, OVER DECKARMOR B.O.WIN.HDR. 07 w3 W3 02 +7'-10 1/2° GAF VAPOR BARRIER OR APPROVED EQUAL, T.O,TOP PLATE THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL WIN.HDR. REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS +6'-10 1!2" AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE PROVIDE AND INSTALL NEW ATTIC VENT. B.O.WIN,HDR. ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND O4 TYPE, COLOR AND STYLE TO BE SELECTED _ MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED BY OWNER. (TYPICAL O 01 WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. IMPROVIDE AND INSTALL NEW 1 X-HARDIE W2 W2 THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF 05 FASCIA BOARD OVER SUB FASCIA. AND SHALL NOT E RESPONSIBLE FOR ES,SEQUENCES MEANS, METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR W5 W5 OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY PROVIDE AND INSTALL NEW ALUMINUM W4 W4 ""' "" OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR io Ob DRIP EDGE OVER FASCIA. T,O.ENTRY FLR THE FAILURE OF THEM TO CARRY OUT THE WORK IN 0'-0 O1 O1 Ol 01 T.O. 1 ST FLOOR ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE PROVIDE AND INSTALL NEW 4"K-SERIES 0'-1 112" DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. O GUTTER OVER 1 X- HARDIE FASCIA BOARD I GRADE 7 GRADE I <_-____JAh OVER SUB FASCIA, (TYPICAL) VARIES I I VARIES I I I I i I I-------------------L B.O,FOOTING I I I-----J B.O.F0 49TI,2" W I I I �- OIL T.O,BASEMENT SLAB I I I 6-101/2' rL_ rI --_.------------------------------- --L T.O.BASEMENT SLAB Z B.O.FOOTING 8'31l2" L------------------------------------I------------------------------------------� W B.O.FOOTING CO8'-3 112" � O PROPOSED WEST ELEVATION - 01 c 0- u- ----- SCALE: 1/4"= l'-0" 0 Lu w cco N Q O O z gaaaaa - 1/2"GYPSUM BOARD FINISH. TAPE,SPACKLE,AMID PAINT PROPOSED 2"x4"WOOD STUD T.o;RIDGE 03 - �1 T.O.RIDGE r104 (COLOR SELECTED BY OWNER) FRAMING @ 16"O.C. (TYP.) �- 07 - T.O. 9 RIDGE T.O.DORMER 06 \ +12- 3!4 �—I N rIN 05 �-� 03 (� }� 06 T.O;ROOF l-��_..--_.-----'_'---" 05 , z Y Q B.O.WIN.HDR. \ 04 -------------...._.... - - T.O.TOP PLATE z �- 'ROCKWOOL'R-15: 3 Y" 1/2"GYPSUM BOARD FINISH. �—.. O1 _. .-.--_ -._ -/- +B'-9 u2• 0 E- rIN WOOL BATT INSULATION TAPE,SPACKLE,AND PAINT B.O.WIN,HOR,�_ Q/ � EACH BAY(TYP.) (COLOR SELECTED BY OWNER) 02 +7-10 1/2" 0 Z v (wJ O, ««, ------- 02 B.O.WIN.HDR. 0 r--- T.O.TOP PIATE +6'-10 1/2" z B.C. WIN HDR --- - --- Q w EXIST, WINDOWS TO REMAIN 01 m z z PARTITION TYPE - A . . ry o 0 O 0 _ _____ W Q U:) C/) SCALE: 1 1/2" = 1'-0" w � W W F S O Q � ui w � � Alk T.O,ENTRY FLR - T.O.1 ST FLOOR 0Y ' ) z ¢ C W v J -0'-1 1!2' � ---_--- I GRADE G VARIES vAES I I PROJECT No.: I I I 1/2"GYPSUM BOARZD FINISH. ( 23-135 TAPE,SPACKLE,ANJD PAINT PROPOSED 2"x4"WOOD STUD r�----------------------------------r-I� rIN (COLOR SELECTED'BY OWNER) FRAMING @ 16"O.C. (TYP.) OOTING I t._.�____._—___..______._.___________-------_I J B.O.FOOTING r6.4-91/2 PROJECT DATE: 1 N —I N T.O�_ _BASEMENT SLAB I - TO.BASEMENT SLAB -6'- O1l2" )_---------- r 6'-101l2" Z �_1 �_ r L SCALE .- - -°_ _ --� - - - - - - - •- B.O.FOOTING --------------- L--J B.O.FOOTING r-IN r 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN AS NOTED IN BOARD WALL FINISH,- ACRYLIC ADHESIVE ROCKWOOLR-15: 33 2 (SELECTED BY OWNER). PROPOSED SOUTH ELEVATION - 02 SCALE: 1/4"= 1'-0" DRAWN BY. WOOL BATT INSULATION BATHROOM SIDE �,LEE EACH BAY(TYP,) PARTITION TYPE - B CHECKED BY: SCALE: 1 1/2" = P-O" SEAL: ED Ar, . SON NEW BUILDING'.WRAP AS REQUIRED BY THE EXTERIOR NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR EXISTING EXTERIOR WALL PROPOSED 2"x4"WOOD STUD )� �� � � NYS ENERGY CONSERVATION CODE (TYP,) NYS ENERGY CONSERVATION CODE(TYP.) EXISTING EXTERIOR WALL PROPOSED 2"x4"WOOD STUD CONSTRUCTION TO REMAIN FRAMING @ 16"O,C. (TYP.) 5/8"TONGUE &GROOVE EXTERIOR NEW 1"RIGID INSULATION 5/8"TONGUE &GROOVE EXTERIOR NEW 1"RIGID INSULATION CONSTRUCTION TO REMAIN FRAMING @ 16"O.C. (TYP.) - - _ _ _ _ - _ rIN GRADE PLYWOOD SHEATHING AND VINYL SIDING, �I OCR SIN GRADE PLYWOOD SHEATHING AND VINYL SIDING, - =1 N� 0 9 Q� LO - _ '- 4 g5 r'7 rIN �— x x — — - r- . : rTr; (.) :_ ' kiE " PROPOSED 2"x4"WOOD STUD �--- -�---- — -`- -- f _ DRAWING NO.: F 14 ROCKWOOL R-15: 3 Y2 = = 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN ACRYLIC - 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN rIN WOOL BATT INSULATION FRAMING @ 16"O.C, (TYP.) rIN �—IN BOARD WALL FINISH, ADHESIVE(SELECTED BY OWNER). _ 'ROCKWOOL'R-15: 3Y2' 1/2"GYPSUM BOARD FINISH. rI('V r'-IN BOARD WALL FINISH. ACRYLIC ADHESIVE EACH BAY(TYP,) WOOL BATT INSULATION TAPE, SPACKLE,AND PAINT (SELECTED BY OWNER), AIM 05 1/2"GYPSUM BOARD WALIL FINISH. INTERIOR 'ROCKWOOL'R-23: 5 Y" PROPOSED 2"x4"WOOD STUD EACH BAY(TYP.) (COLOR SELECTED BY OWNER) 'ROCKWOOL'R-15: 3 Y2' TAPE, SPACKLE,AND PAINIT WOOL BATT INSULATION FRAMING @ 16"O.C. (TYP.) WOOL BATT INSULATION BATHROOM SIDE (COLOR SELECTED BY OWNNER). EACH BAY(TYP,) BATHROOM INTERIOR EACH BAY(TYP,) DRAWING TITLE: PARTITION TYPE - C PARTITION TYPE - D PARTITION TYPE - E PARTITION TYPE - F PROPOSED SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-O" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" ELEVATIONS AND WALL PARTITIONS I I U Q • O W U CONSTRUCTION NOTE. ELEVATION NOTES: w N o T.O.3'-RID WGE W ^ 0 NOTE DESCRIPTION r + 1a" IT IS THE INTENT OF THIS DESIGN TO HAVE 01 PROVIDE &INSTALL NEW VINYL SIDING TO o5 ry THE PROPOSED MASTER BEDROOM FINISH MATCH EXISTING IN COLOR,STYLE &SIZE, 06 = tr 0 L FLOOR AND FASCIA BOARD TO MATCH 03 03 06 Z PROVIDE AND INSTALL NEW 4"VINYL TRIM U 02 AT CORNERS.TYPE, COLOR AND STYLE TO 07 07 � w cn O THE EXISTING FINISH FLOOR AND FASCIA BE MATCH EXISTING. (TYPICAL) T.O.TOP PLATE +8'-9 1/2L - - -- - < W z BOARD OF THE EXISTING GREAT ROOM. PROVIDE&INSTALL NEW 30 YR ASPHALT BO.WIN.HDR. 03 ROOFING SHINGLES, OVER DECKARMOR g,0.WIN.HDR�— 02 GAF VAPOR BARRIER OR APPROVED EQUAL. +e'-1 o 1/2" THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS PROVIDE AND INSTALL NEW ATTIC VENT, AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND 04 TYPE, COLOR AND STYLE TO BE SELECTED 01 MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED BY OWNER. (TYPICAL -- WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPO PROVIDE AND INSTALL NEW 1 X-HARDIE NSIBLE FOR CONSTRUCTION MEANS,METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR 05 FASCIA BOARD OVER SUB FASCIA. PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR W1 W1 OMISSIONS MIISSIOTHER NS OSO THE CONTRACTOR MING OF THE SUBCONTRACTORSWORK OR ANY FOR 06 PROVIDE AND INSTALL NEW ALUMINUM DRIP EDGE OVER FASCIA. T.O.1 ST FLOOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN — 0'-1 1/2 GRADE ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE PROVIDE AND INSTALL NEW 4" K-SERIES VARIES Q GUTTER OVER 1 X-HARDIE FASCIA BOARD ARIDS I DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. I OVER SUB FASCIA, (TYPICAL) I I I �I-----------------------------F- ----------------------------------L� 4'-9 1/2" ——— B.O.FOO C TIN5G UJI CL TA.BASEMENT SLAB T.O,BASEMEN SLAB� 6'_I 0 1/2" -6'-10 1/2" z B.O.FOOTING u B.O.FOOTING --� B'-31/2` 8'-31/2" co m Z PROPOSED EAST ELEVATION - 03 SCALE: 1/4"= 1'-0" 0 ul w cJ) d N Lu r— CD O z aaaaaa - 1/2"GYPSUM BOARD FINISH. —_ T.O.RIDGE TAPE, SPACKLE,AND PAINT PROPOSED 2"x4"WOOD STUD T.O.RIDGE 03 + 13'-4' E �—ICV (COLOR SELECTED BY OWNER) FRAMING @ 16"O.C. (TYP,) T.O.RIDG _—� �T.O.DORMER 06 pb + 12'-9 3/4"� r—IN r-IN .«.•.»» 07 03 05 CI) C� T.O.ROOF 0 B.O.WIN.HDR. - - - --- ----- ----- --— -- — -- ---- -- --- -- T.O.TOP PIATE -- - p 1 +8'-91/2, O /�' ' 0- rIN 'ROCK'J�/OOL'R-15: 3Y2' 1/2"GYPSUM BOARD FINISH. •«"'_«•"•".«..' _ B.O.WIN.HDR.� '`tom Q �WOOL BATT INSULATION TAPE, SPACKLE,AND PAINT EACH 13AY(TYP.)— (COLOR SELECTED BY OWNER) 02 +77 10 1/2 T 0 Z w CT T,O.TOP PLATE B.O.WIN.HDR. 8.0,WIN.HDR, w z -- w m 0 z z PARTITION TYPE — A . a 0 O = 0 I-- W < cn SCALE: 1 1/2" = P-0" CUL_u � "—' w H— W T.O.ENTRY FLR _— T.O.1 ST FLOOR (`1/ `^ CO w 0'-0• �GR v J 1 GRADE I vARIEs — i PROJECT No.; 1/2"GYPSUM BOARD FINISH. -L----------, I 23-135 TAPE, SPACKLE,AND PAINT PROPOSED 2"4'WOOD STUD L———————————I r- rk IN (COLOR SELECTED EBY OWNER) FRAMING @ 16"O.C. (TYP,) B.O.FOOTING I I B.O.FOOTING PROJECT DATE: �--104 — T.O.BASEMENT SLAB I I T.O.BASEMENTSLAB DECEMBER 2023 IN r-IN 1 '� $160101/2" r I -------------------------------------------L� 6'101/2" I'` - t i _hB.O_.FOOTING -- L--------------------------------------------J .........-. 83�/B.O.FOOTING 2�, SCALE: ' 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN -8'3 1/2" AS NOTED SIN rIN BOARD WALL FINISH. ACRYLIC ADHESIVE PROPOSED NORTH ELEVATION - 04 (SELECTED BY OWNER). DRAWN BY: 'ROCKWOOL'R-15: 3 �" SCALE: 1/4"= 1'-0" WOOL BATT INSULATION BATHROOM SIDE EACH BAY(TYP.) J"LE E PARTITION TYPE — B CHECKED BY: SCALE: 1 1/2" = 1'-0" SEAL: ED AA c NEW BUILDING 1 WRAP AS REQUIRED BY THE EXTERIOR NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR SON A. � EXISTING EXTERIOR WALL PROPOSED 2"x4"WOOD STUD �P NYS ENERGY C(ONSERVATION CODE(TYP.) NYS ENERGY CONSERVATION CODE(TYP,) EXISTING EXTERIOR WALL PROPOSED 2"x4"WOOD STUD CONSTRUCTION TO REMAIN FRAMING @ 16"O.C. (TYP.) 5/8"TONGUE &'(GROOVE EXTERIOR NEW 1"RIGID INSULATION 5/8"TONGUE&GROOVE EXTERIOR NEW 1"RIGID INSULATION CONSTRUCTION TO REMAIN FRAMING @ 16"O.C. (TYP.) __ _— — _ GRADE PLYWOOD SHEATHING AND VINYL SIDING. — = GRADE PLYWOOD SHEATHING AND VINYL SIDING. — N �I00 r—ICV L0100 —iN _ �I 0 09 0� 100 - ---- - _ ---- -------------- -_ - - -- - — -- --- --- ---- _ _ r—I& —IN —IN �I00 IN c� L0 (y) Iq r_ _ __ _� _— - — -- - -- - - - - - - \ __......---------_--- --_.-----.....____.....___.........._.._._.__._-- DRAWING NO.: OF 14 ROCKWOOL'R-15: 3Yz' PROPOSED 2"x4"WOOD STUD = _\ 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN ACRYLIC _ 1/2""DUROCK CEMENT TILE WALL FINISH SET IN r—IN WOOL BATT INSULATION FRAMING @ 16"O,C. (TYP.) rIN r—IN BOARD WALL FINISH. ADHESNE(SELECTED BY OWNER), _ 'ROCKWOOL'R-15: 3Y2' 1/2"GYPSUM BOARD FINISH. SIN r—IN BOARD WALL FINISH. ACRYLIC ADHESIVE EACH BAY(TYP.) I'—IN WOOL BATT INSULATION TAPE,SPACKLE,AND PAINT (SELECTED BY OWNER). A3s02 0b 1/2"GYPSUM BOARD WALL FINISH, INTERIOR 'ROCKWOOL'R-23: 5�" PROPOSED 2"x4"WOOD STUD EACH BAY(TYP.) (COLOR SELECTED BY OWNER) 'ROCKWOOL'R-15: 3 Y2' WOOL BATT INSULATION FRAMING @ 16"O.C. (TYP.) WOOL BATT INSULATION TAPE,SPACKLE,AND PAINTf EACH BAY(TYP.) (COLOR SELECTED BY OWNER). BATHROOM INTERIOR EACH BAY(TYP,) BATHROOM SIDE DRAWING TITLE; PARTITION TYPE — C PARTITION TYPE — D PARTITION TYPE — E PARTITION TYPE — F PROPOSED SCALE: 1 1/2" — 1 -0 SCALE: 1 — 1 1-011 SCALE: 1 1/2" — 1 -0 SCALE: 1 1/2" — 1 -0 ELEVATIONS ANDWALL PARTITIONS I i 300#ASPHALT ROOF INSULATION BAFFEL AT EAVE, ATTIC RIDGE VENT SHINGLES OVER 30 LB. ROOF 1"AIR SPACE BELOW ROOF FELT WITIH A MINIMUM 6" DECK(TYPICAL EACH BAY) HOLD ROOF DECK OVERLAP AND STAGGERED SHORT OF RIDGE 1" 300#ASPHALT ROOF PROPOSED CLOSED-CELL SHINGLES OVER 30 LB. ROOF PREFABRICATED SPRAY FOAM INSULATION TO FELT WITH A MINIMUM 6" O1 @24"O.C. STRUCTURAL RIDGE O TRUSSES MEET R- 8.51NSULA110N OVERLAP AND STAGGERED 2 A4.01 T.O.RIDGE T.O.RIDGE 2 PROVIDE SIMPSON STRONG 4 •»•»»•-•• _ +T3'-a' TIE H2,5A HURRICANE HOLD i O 1 o T.O.DORMER PROPOSED CLOSED-CELL +�:qqE CV +- c�4 DOWN CLIPS, FASTENED •»•»»» 02 DIRECTLY TO EACH RAFTER �__ ,\� SPRAY FOAM INSULATION � � O �- ,�...f- A4.01 TO MEET R-38,5 INSULATION W F- (� poo W Y"ZIP ROOF DECK SYSTEM `` '' T.O.ROOF _——— \ \ C) W O \,y �� WITH TAPED SEAMS, \� E•- () _- 3Y2'Jt�1anQGE BEAM � hB.O.WIN.HDR. -- ----- ---- - ---- -- - --�— T.O.TOP PLATE PROVIDE ALUM DRIP • -»•»-••-•»»»• +8'-91/z' z -� Q O U ON 4X6-OS�WITH U W �. O POUR[ C6�(�ICI� TE PIER EDGE OVER FASCIA R-49 BATT FAUX TRUSS TO B.O.WIN.HDR. Q� Y"GYP, BD OVER \ 4"K-SERIES GUTTER OVER ---- INSULATION MIMIC FINK TRUSS F +T-lo 12° _ �j p 2X6 CLG JOISTS OU A TRUSSES R-49 BATT INSULATION = B.O.WIN.HDR. Q 1 X-HARDIE FASCIA BOARD T.O•TOP PLATE / Q @ 16 O.C. EQUALLY SPA OVER SUB FASCIA, 3�4 10" •»'•"»» Y GYP. BOARD CEILING � � +e'-la 1/2° z Y"GYP, BD OVER 2X41 a.o:wlN.HDR. _ --- 4X6 POST ON P.C. 2 PROVIDE CONTINUOUSLY PIER BEYOND /' �—Y2"GYP, BD OVER 2X4 STUDS, BEDROOM#3 STUDS.TAPE SPACKLE & VENTED SOFFIT WITH 1 X3 CLOSET FC'1fF TAPE SPACKLE &PAINT ® w ® THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL NAILERS AS REQUIRED U REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS BY OWNER HEADER, REFER TO AND WRITTEN INAL ANDMATERIAL ATERI USO WORK APPEARING HEROF ARCHITECT IN CONSTITUTE THE STRUCTURAL PLANS 03 ORIMAY NOT BE REPRODUCED,DUPUCATED,USED OR DISCLOSED NEW WINDOW, REFER TO coND 4,OT WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. WINDOW SCHEDULE - T.O.ADDmON FLOOR THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF T.O.ENTRY FLR I EL:-1 1/2" ( 1 AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, \ I�'l 1 T.O.1 ST FLOOR/` METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR 0'-0" i l 0'-1 1/2" PROCEDURES,OR FOR SAFETY PRECAUTK>tJS AND PROGRAMS SECTION DETAIL SECTION DETAIL j - I - - IN CONNECTIONS WITH THE WORK FOR THE ACTS OR GRADE "'I 8X8 P,C. PIER 1 X16X I I I 1 , I �RADE� OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY / 6 1 O g��// OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR O 1 O 2 VARIES I FOOTING. SET TOP FLUSH I I I I• I u: THE FAILURE OF THEM TO CARRY OUT THE WORK IN WITH TOP OF FDN WALL I I C > ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE SCALE: 3/4" = 1'-0" I I 'i I I ( I .i-I I q -_T I DIMENSIONS AS SHOWN,DRAWINGS ARE NOT TO BE SCALED. I I 11 I— •11 I 'FOOTING 1 I I I --------------1-- 1-------------I 0 — B.O.FOOTING 4.91/20 2X4 PRESSURE 1TREATED WOOD SILL 300 #ASPHALT ROOF \\\_ PLATE OVER TERtMITE SHIELD AND SHINGLES OVER 30 LB. ROOF T.O.BASEMENT SLAB I I _ T.O.BASEMENT SLAB rr- 1/2"ZIP ROOF e'-1ou2° �____ -----------I I b'-louz° SEAL SEALER, SECURE PLATE WITH FELT WITH A MINIMUM 6" F T - - ---- �4, f Y2'DIA,ANCHOR BOLT SET 7"MIN. OVERLAP AND STAGGERED DECK SYSTEM r- L INTOCONCRETfE, PROVIDE3"X3„ W/TAPED SEAMS, B80aF1001TNG ---- ----------- L_--_-----__-------_—__ —__------_—_--__ ___ _L_ —� B4O.FOOTI12� W 3-GUAGE STEEL.SLOTTED WASHERS PROVIDE ALUM DRIP 0 C� _ AT EACH BOLL I(TYP,) EDGE OVER FASCIA PROPOSED SECTION A - A 0 0 2X8• a I - - - - -- PROVIDE 1/2"PREEFORMED JOINT @ 1 OUTLOOKS w I � FILLER AT PERIMEITER OF SLAB @ 6 O.C. SCALE: 1/4"= V-0" Uz m I 1 X-FASCIA BOARD R-38,5 CLOSED-CELL W I FOUNDATION DA�MPROOFING 3 „ SPRAY FOAM INSULATION. 0 a LL I � , OVER SUB FASCIA, /4 t p LL FROM GRADE DOWN TO C) BOTTOM OF FOOTING. PROVIDE CONTINUOUSLY 0 U LL o VENTED SOFFIT, PROVIDE PREFABRICATED W w I • I m —PROPOSED 4,0000 PSI POURED 1 X3 NAILERS AS REQUIRED. TRUSSES @ 24"O.C. � 0 1 I CONCRETE FOUI`NDATION WALL W/ I I i VERTICAL#5 BAFRS @ 36"O.C. LINE OF ROOF d I I ° 14' (TYP,)AND CONTfINUOUS#4 BARS RAKE BEYOND N T.O.RIDGE L O AT TOP AND MIDI POINT(TYP.) + 19'-a'' Q NEW VINYL SIDING TO t.o.n14GE Q � 4" 4 18111 CONTINUOUS 4"I PERFORATED MATCH EXISTING IN 4 T.O.RIDGE O FOUNDATION DRZAINAGE PIPE " AIL _� STYLE,SIZE AND COLOR, j T.O.DORMER z-9 s(a° COVERED IN 16"'MIN. OF NATURAL O N c7 J I 44 DRAINAGE STONE AND WRAPPED t �I z aaaaaa • IN FILTER FABRIC AS PER IRC, HEADER, REFER TO ,�,�r � T.O.ROOF STRUCTURAL PLANS ,» PROPOSED 4,00(0 PSI POURED �� ,""' ti"4- NEW WINDOW. SEE T.O.TOP PLATE 8.0.WIN.HDR. i CONCRETE FOOTING WITH ���� ��______��_ (2)#5 BARS IN FtOOTING(TYP.) WINDOW SCHEDULE +8'-9 ur' B.O.WIN.HDR. +7_10 112° T.O«TOP PLATE i SECTION DETAIL SECTION DETAIL B.O.WIN HDR TOP PLATE ! z 03 04 KITCHEN O B.C.WIN.HDR. ENOTRY LIVING ROOM I j 104 GREAT ROOM.»...» 5 I t l l 011 A4.01 j O Q T.O.MAIN FLR ! O --- W 0, ------- - - -- — -------- - -- U I � W ,- -___. ELL:+7 _ T.O.GREAT ROOM FLR Q O �� W >_ T.O.ENTRY FLR El:.1 1/2" z EXISTING WALL a-o" i T.O.TsoFLooR W Q Q W - -- ItJEW WINDOW. REFER TO REMAIN z 2'-33 Tf0 WINDOW SCHEDULE GI pE �GRADE L1i C -/4- --- 1 VARIES F-- W Q �_ ~ lY" 2 0 2" Y" Y" — - W w c� w ry f :3"SEAT CUSHION C ENTRY OPEN i � I ro TO BELOW --- :314"PLYWOOD B.O.FOOTING ~ W L < U B.O•FOOTING O �, p 8.0" 4'9 Cy) W .2X4 BLOCKING WITH I a' 2Y2 1112"PLYWOOD& 1/4" T.O.BASEMENT SLAB --- -....------- - _. ---.......- - -- ----- - -- — - a TA.BASEMENT SLAB rik (FINISHED PLYWOOD C a'-t0 1/2° �\ - - --- - --------- ------ 6'-10 112° PROJECT No.: [BASE MOULDING AS B.O.FOOTING f B.O.FOOTING M ',SELECTED BY OWNER e'-s t/2• e's 12" 2 3-13 5 ---[EXISTING FLOORING N 1TO REMAIN W3 W3 W3 W3 PROPOSED SECTION B - B PROJECT DATE: 1'-qY2 TY2 Ya` SCALE: 1/4"= P-0" DECEMBER 2023 1'-611 21-0 " 21-0 1 11 21-0 1 11 11-LIT V SCALE: SECTION DETAIL DORMER PROPOSED PLAN AS NOTED SCALE: 3/8" = l'-0" DRAWN BY: J,LEE CHECKED BY: SEAL: RED q ON lC�`• � 4 Np F 04 59 0 OF N DRAWING NO,: OF 14 A4v0l 07 DRAWING TITLE: PROPOSED SECTIONS AND SECTIONS DETAILS i U Ila- 0 E • O W v 0 INTERIOR AND EXTERIOR DOOR SCHEDULE 1O'RIDGE A4.01 ��- w CV + 13' DOOR DOOR SIZE ROUGH OPENING T.O.RIDGE i —— W F- fO NUMBER (WxH ) (Wx:H ) FUNCTON MATERIAL FINISH MANUFACTURER MODEL/SERIES COMMENTS + T2-93/4" 01 Lu W O SELECTED SELECTED ANDERSEN DOORS SELECTED i I I ; 1 OOA (2) 2-0 x b-8 (REFER TO ___NOTE 1) HINGE BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER I I � Lu --1 Q 0 U T.O.TOP PLATE SELECTED SELECTED ANDERSEN DOORS SELECTED +a'-e 1/2" I I - -- - - - --- ----- -- --- - -- - wj 1006 (2) 2'-0 x 6'-8" (REFER TO NOTE 1) HINGE BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER --- I )3.31 II '� Q Q B.O'0 1l2' )3'-34" 3'-3-4 3'-34" 3'- N-34" d' w 105A (2) 2'-0 x 6'-8" (REFER TO NOTE 1) HINGE SELECTED SELECTED ANDERSEN DOORS SELECTED --- BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER +e'-1 o v2" THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL SELECTED SELECTED ANDERSEN DOORS SELECTED ------ --.-.-.----- REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS 1 ObA (2) 2'-0 x 6-8" (REFER TO NOTE 1) HINGE BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER BEDROOM#3 Room AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND 20O MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SELECTED SELECTED ANDERSEN DOORS SELECTED 200 (2) 2'-0 x 6'-8" (REFER TO,NOTE 1) HINGE --- j j THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, ; METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR 21 2'-0 x b'-8" REFER TO I NOTE 1 HINGE SELECTED SELECTED ANDERSEN DOORS SELECTED PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS 201 ( ) ( ) --- I IN CONNECTIONS WITH THE WORK FOR THE ACTS OR BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER 1114 -- OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY T.O.1 SLOOR NY OTHER PERSONS PERFORMING A OF THE WORK,OR FOR 0 2 T SELECTED SELECTED ANDERSEN DOORS SELECTED ___ THE FAILURE OF THEM TO CARRY OUT THE WORK IN ' �----------- - - -- - - -�----- -------------- 2O2 (2) 2'-0 x b'-8" (REFER TO I NOTE 1) HINGE BY OWNER BY OWNER (OR APPROVED EQUAL BY OWNER vaR lzRiE Ds I' i ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE I DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. . I I 203 (2) 2'-0 x 6'-8" (REFER TO,NOTE 1) HINGE SELECTED SELECTED ANDERSEN DOORS SELECTED --- I BY OWNER BY OWNER (OR APPROVED EQUAL) BY OWNER I{ I — — i ------------ B.O.FOOLING NOTES: ---------- ---------------- 1. CONTRACTOR SHALL COORDINATE ALL ROUGH OPENINGS WITH DOOR MANUFACTURERS SPECIFICATIONS PRIOR TO INSTALLATION, a'-s 1/2" -- 2, CONTRACTOR SHALL CONFIRM DOOR TYPE,AND FINISH WITH OWNER PRIOR TO INSTALLATION, w 3, CONTRACTOR SHALL CONFIRM ALL DOOR HARDWARE SETS TYPE, STYLE,AND FINISH WITH OWNER PRIOR TO INSTALLATION, T.O.BASEMENT SLAB a -e'-t o 1/2° — — ..------ B.O.FOOnNG Z 8'-31/2' Q W PROPOSED SECTION C - C w o o Q- o SCALE: 1/4"= 1'-0" 0 U 0 uj L i cn W O En d' N QO � O 31_1 8' z aaaaaa 1 511 WINDOW SCHEDULE — 1 -52- 2-1- WINDOW WINDOW SIZE FUNCTON MATERIAL FINISH MANUFACTURER MODEL!SERIES U-FACTOR SHGC COMMENTS NUMBER (W x H ) _ 8 „x 5-8 /8 DODUBLE HUNG U -029 0,VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW WDH3056C 31 EGRESS WINDOW �_ �� 104 /�;3-1 3-1 1- Z Wl . -- 1 2 Q WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES PROVIDE EGRESS HARDWARE - - SILL 4 0 - --- -- --- - r\0 --- HEIGHT Z VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW OC14 F 01 2."W2 V- x 1'-2 1 PICTURE U -0.29 0.31 CUSTOM WINDOW `n r -- - --- - -- -'100 0 Q WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES N 00 Q VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW 1616 _--- SILL O Z W 0 W3 1'-5�"x 1'-5%2' PICTURE WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 100 SERIES U -0,29 0,31 --- HEIGHT ": I! Q O J Z F— Lu Z ," 1 „ VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW G436 > co W < C) W W4 3'-11 yn x 3'-5/4 GLIDINGWOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES U -0.29 0.31 --- cow z Z SILL r N Ln SILL 0 L" 0 s „ VINYL EXTERIOR EXTERIOR: (WHITE) ANDERSEN WINDOW WDH2O46C HEIGHT b HEIGHT E-- W Q 0 ~ W5 2-1 / x 4-8 / DOUBLE HUNG WOOD INTERIOR INTERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES U -0.29 0.31 --- - cf SILL U �,cj) L�J U) w Q ry N HEIGHT -IN —Wj E--- W NOTES: 1. CONTRACTOR SHALL COORDINATE ALL ROUGH OPENINGS WITH WINDOW MANUFACTURERS SPECIFICATIONS PRIOR TO INSTALLATION. N r; N 0 :ji � z = t() Q 2. ALL NEW WINDOW STYLE &HALL BE 'ANDERSEN 200 SERIES'-UNLESS OTHERWISE NOTED. f� � — Q ~ M W 3. CONTRACTOR SHALL CONFIRM WINDOW TYPE,AND FINISH WITH OWNER PRIOR TO INSTALLATION. — — — — — — — — — — — — — — — — — — — — - — 4, PROVIDE RESCUE WINDOVvVS WITH A MINIMUM CLEAR OPENING OF 5.7 S.F.AS PER SECTION R310 OF THE 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE. CONTRACTOR SHALL PROVIDE APPROPRIATE PROJECT No.: PIVOT HARDWARE(AS REQQUIRED)FOR SPECIFIC SIZE. (REFER TO SCHEDULE FOR PROPOSED EGRESS WINDOWS W1 W2 W3 W4 W5 23-135 5. ALL WINDOWS SHALL COWPLY WITH THE 2020 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE, 6. ALL WINDOW GLAZING SWALL BE LOW E4 WITH SIMULATED DIVIDED LIGHTS AS SHOWN ON ELEVATIONS. PROJECT DATE: WINDOW ELEVATIONS DECEMBER 2023 SCALE: 1/2" = P-0"' SCALE: AS NOTED DRAWN BY: J,LEE CHECKED BY: SEAL: D Ar ON N� 0409 0 O� DRAWING NO,: OF 14 A4v02 08 DRAWING TITLE: PROP, SECTION WINDOW AND DOOR SCHEDULES i U r 0 E O TABLE N 1102.4. 1 . 1 (402.4. 1 . 1 ) DASHED LINE DEPICTS PROPOSED CLOSED-CELL `� � Q AIR BARRIER AND INSULATION INSTALLATION PERIMETER OF THERMAL SPRAY FOAM INSULATION S �"` 0 \`�-� 01 AND AIR BARRIER' i TO MEET R-38.5 INSULATION U O COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ��\ A5.01 = ` L pi Lu w 0 ry A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN � i �� ` ~ II..- C GENERAL THE BUILDING ENVELOPE.THE EXTERIOR THERMAL - `� Z = cn L AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL, REQUIREMENTS ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. U BREAKS/JOINTS IN THE AIR BARRIER SHALL BE SEALED. / Lu _ — — \ / INSULATION I l j Q THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY Q d' W Z CEILING/ATTIC GAPS IN HE AIR BARRIER SEALED,ACCESS OPENINGS, THE INSULATION IN ANY DROPPED CEILING AND OR SOFFIT SHALL BE ( DROP DOWN STAIRS OR KNEE WALL DOORS TO ALIGNED WITH THE AIR BARRIER, I UNCONDITIONED ATTIC SPACES SHALL BE SEALED. ( NEW VINYL SIDI G OVER 1"R3 ZIP SHEATHING WITH LIQUID APPLIED I THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL FLASHING AT ALL SEAMS. INSTALL OVER I REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE 2X4 STUDS @ 16"O.C.WITH R-15 3,5" ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE JUNCTION OF THE FOUNDATION AND SILL PLATE INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A I_ MINERAL WOOL INSULATION AT ALL I _ MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED WALLS SHALL BE SEALED.THE JUNCTION OF THE TOP PLATE THERMAL RESISTANCE OF R-3 PER INCH MIN. EXTERIOR THERMAL ENVELOPE I� I ,�' BAYS,AIR SEAL ALL STUDS&SILL PLATES. I WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. AND THE TOP OF EXTERIOR WALLS SHALL BE SEALED. INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL i I THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF KNEE WALLS SHALL BE SEALED. CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER. AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS THE SPACE BETWEEN WINDOW JAMBS, DOOR JAMBS I IN CONNECTIONS WITH THE WORK FOR THE ACTS OR SKYLIGHTS, _ _AND FRAMING,AND THE SPACE BETWEEN SKYLIGHTS _ _ _ _ OMISSIONS NF THE CONTRACTOR SUBCONTRACTORS OR ANY l OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR WINDOWS&DOORS I I I•' THE FAILURE OF THEM TO CARRY OUT THE WORK IN AND FRAMING SHALL BE SEALED •i.l ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED I I {;� A5,01 I I I I, DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED, I I II 1 L� -- - •It FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN I I --------------J---1-------------- .a _ FLOORS(INCLUDING PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN I I L—J ABOVE GARAGE AND EDGE OF _ INSULATION. CONTACT WITH THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION I I I I ~ CANTILEVERED FLOORS) INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING;AND EXTENDS FROM -L----------.---- T 1-----------------------------------------_F I � THE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. L-------------_--1------------ r--1 w ------------------------------I--_j d EXPOSED EARTH IN UNVENTILATED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, INSULATION SHALL BE z CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS 1 VAPOR RETARDER PERMANENTLY ATTACHED TO CRAWL SPACE WALLS. WITH 02 L Q WITH OVERLAPPING JOINTS TAPED. PROPOSED NORTH ELEVATION c BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW CAVITIES Z NARROW CAVITIES --- SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY SCALE: 1/4"= 1'-0" � 0 CONFORMS TO THE AVAILABLE CAVITY SPACE. 0 0 GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE --- W W CO GARAGE AND CONDITIONED SPACES, cn RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPEcN ENVELOPE SHALL BE SEALED TO THE DRYWALL. SHALL BE AIR TIGHT AND IC RATED. ui - AIR SEALING MTES; ZF PLUMBING BATT INSULATION SHALL BE CUT TO FIT AROUND WIRING AND PLUMBING IN 0 0 --- EXTERIOR WALLS,OR INSULATION THAT INSTALLATION CONFORMS TO THE BUILDING THERMAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION & CONTRACTION. _ AND WIRING AVAILABLE SPACE SHALL EXTEND BEHINDD P PIPING AND WIRING. O daaaa� THE FOLLOWING SHALL BE CAULKED, GASKETED, WEATHER-STRIPPED OR SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL. z SHOWER/TUB THE AIR BARRIER INSTALLED AT EXTERIOR WALLS ON EXTERIOR WALL ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. 1) ALL JOINTS,SEAMS AND I PENETRATIONS. 9) COMMON WALLS BETWEEN DWELLING UNITS, 15) SILL PLATES AND HEADERS. FOAM PLASTIC (SPRAY FOAM INSULATION)SHALL BE THEM FROM THE SHOWERS AND TUBS. 2) SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS. 10) ATTIC ACCESS OPENINGS PERM;TTED TO BE SPRAY APPLIED TO SILL PLATE, HEADER,AND RIM JOISTS ELECTRICAL/ THE AIR BARRIER SHALL BE INSTALLED BEHIND 3) OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR RESPECTIVE 11) RIM JOISTS JUNCTIONS. WITHOUT THE THERMAL BARRIER AS SPECIFIED IN NYSRBC SECTION 316.5.11 PHONE BOX ON ELECTRICAL OR COMMUN,CATION BOXES OR --- JAMBS AND FRAMING. SUBJECT TO THE FOLLOWING: 12) OTHER SOURCES OF INFILTRATION. EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. 4) UTILITY PENETRATIONS A. THE 13) IT IS THE CONTRACTORS RESPONSIBILITY TO ACHIEVE THE REQUIRED AIR LEAKAGE B. HE DENSITY OFT E IMUM THICKNESS FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 HVAC HVAC REGISTER BOOTS THAT PENETRATE BUILDING 5) DROPPED CEILINGS OR(CHASES ADJACENT TO THERMAL ENVELOPE. RATE (3 AIR CHANGES PER HR)AND BE IN COMPLIANCE WITH ALL THE TO 2.0 POUNDS PER CUBIC FOOT, Q REGISTER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE --- 6) KNEE WALLS MANDATORY SPECS AS PER SECTION N1102.4(R402.4)OF THE NYSRBC. C. THE FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR C 0 SUBFLOOR OR DRYWALL, LESS AND AN COMPLEMENTARY SMOKE DEVELOPED INDEX OF 450 G 7) WALLS AND CEILINGS SEPPPRATING THE GARAGE FROM CONDITIONED SPACES. 14) SEE TABLE N1102.4.1.1 (402.4.1.1)AIR BARRIER AND INSULATION INSTALLATION OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL FOR MORE INFORMATION. O < 01 0 < 0'.8) BEHIND TUBS AND SHOWVERS ON EXTERIOR WALLS, 723. 0 w z W z W ~ Q oW NOTE:WE RECOMMEND THE USE OF m w Z Z ELECTRICAL WIRE AIR SEALED ELECTRICAL BOXES FOR Ly L 0 O SWITCHES, OUTLETS, JUNCTIONS, ETC. _ � f- ry CONTINUOUS MINIMAL ~ W EXPANDING FOAM AT CONTINUOUS (� f- Of cn w Q WINDOW PERIMETER BEAD OF SEALANT W (n W L" 2 TOP PLATE -) II__ W � F— CONTINUOUS BEAD OF CONTINUOUS0 ��j z LL' cy _ U( co SEALANT AROUND 0. G _ Q I ._ w PERIMETER OF WINDOW BEAD OF SFAIIANT EXPANDING PROPOSED CLOSED-CELL 0- WRAP TYVAK DRAINWRAP WINDOW LIMIT FOAM SEALANT CONTINUOUS SEALANT AT BATH EXHAUST FAN SPRAY FOAM INSULATION �!r AS AIR BARRIEER j ` TO MEET R-38,5 INSULATION AS AIR BARRIER AS PER WALL STUD INTERSECTION OF CEILING MANUFACTURERS SPECS. CONTINUOUS MINIMAL JOIST AND TOP PLATE CEILING GYPSUM BOARD PROJECT No.: CONTINUOUS BEAD CONTINUOUS BEAD OF EXPANDING FFOAM AT IT CONTINUOUS SEALANT ADHESIVE BETWEEN JOIST OF SEALANT 23-1 35 SEALANT AROUND WINDOW PERIMETER AT INTERSECTION OF PLYWOOD AND RIM `� �-- - ------ -- PERIMETER OF WINDOW CONTINUOUS BEAD GYPSUM WALL BOARD OF SEALANT AND TOP PLATE AIR BARRIEOR S JOISTS. __�-- '� PROJECT DATE: TYVAK DRAINWRAP INSTALL END RAFTERS SEALANT AT DECEMBER 2023 AS AIR BARRIER AS PER RAFTER UNDER PLYWD GABLE END STUDS CORNER CONDITION BEFORE AIR SEALING MANUFACTURERS SPECS. TOP OF TOP PLATE CONTINUOUS INTERSECTION Y"GYP. BOARD CEILIING 1/2"INSULATION BOARD CONTINUOUS SILL SEALER PLUMBING PIPE CONTINUOUS SEALANT SEALANT ALONG AT INTERSECTION OF SILL PLATE 1/2"GYPSUM BOARD OVER SCALE: PLYWD. SHEATHING a FOUNDATION)WALL TOP PLATE-- PLYWOOD SHEATHING CONTINUOUS - BUILT-UP RIGID FOAM BOX INSULATED WALL 2X4 STUDS, TAPE,SPACKLE AS NOTED AND TOP PLATE TERMITE SHIELD &PAINT. COLOR BY OWNER AS AIR BARRIIER EXPANDING CEILING JOIST SEALANT AROUND WITH ALL SEAMS TAPED ZIP SYSTEM LIQUID \\ FOUNDATION WAAIL PERIMETER OF BOX OVER FAN HOUSING, APPLIED FLASHING HEADER, REFER TO //�// ° CONCRETE SLAB FOAM SEALANT GYPSUM CEILING AS AIR BARRIIER PROVIDE CONTIIINUOUS SEAL AT PERIMETER OF STRUCTURAL PLANS DRAWN BY: WALL STUD BETWEEN SILL PUATE AND TERMITE CONTINUOUS TWO PIECE RIGID FOAM CUT WINDOW OPENING. SHIELD AND BETWEEN TERMITE SEALANT AROUND SNUG TO EXHAUST DUCT. CONTINUOUS MIN. FOAM AT J,LE E j\ DUCT PENETRATION TAPE SEAM BETWEEN PIECES NEW WINDOW. SEE WINDOW PERIMETER..CAULK SHIELD AND FODUNDATION WALL WINDOW SCHEDULE ENTIRE PERIMETER BOTH SIDES. CHECKED BY: AIR SEALING AT EXTERIOR WALL AIR SEALING PENETRATIONS THRU WALL PLATES ATTIC GABLE END AIR SEALING PERIMETfER FOUNDATION WALL CONDITION AFTER AIR SEALING AIR SEALING DETAIL --- NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE O SEAL: ED A r'C,y GYPSUM WALL ATTIC VENTILATION BAFFLE 1/2"RIGID INSULATION U�5 ON A. TYVAK DRAINWRAP INSTALL W F � FULL WIDTH OF BAY - - DASHED LINE DIENOTES ZIP � BOARD AS AIR AS AIR BARRIER AS PER ,� '`� TOP PLATE BARRIER TYPICAL NOTCH CEILING JOIST MANUFACTURERS SPECS. DRYWALL ZIP SYSTEM LIQUID APPLIED TAPE AT ALL WINDOW SILLS c FOR BAFFEL WIDTH VENTED AIRSPACE / � \ FLASHING AT PERIMETER AND JAMBS, (Tli'P.) LEDGER BOARD INTERIOR INSULATED WALL ATTIC INSULATION PLYWD, SHEATHING OF WINDOW OPENING. N CONTINUOUS BEAD CEILING JOISTS CONDITIONED SPACE BEND DOWN GYP BOARD i INTERIOR �4 9 59 OF SEALANT AROUND - GYP BOARD BAFFEL TO PROVIDE � �, � � INSULATED WALL - CONDITIONED SPACE T� .1a0 AIR DAMMING CONTINUOUS BEAD OF SEALANT , I OF ENTIRE PERIMETER OF EXTERIOR 1/2"GYPSUM BOARD OVER SOLID CLOSURE CONTINUOUS UN-CONDITIONED SPACE PLYWD. SUBFLOOR � � CLOSURE BLOCK BLOCK AT'EACH BAY BEAD OF SEALANT BATT INSULATION CONTINUOUS BEAD OF SEALANT , , �f J 2X4 STUDS, TARE,SPACKLE OPEN CAWITY FLOOR BAND JOISTS ,\ IDEALLY,/ �� AI CONT.13 ZIP SHEATHING &PAINT, COLOR BY OWNER GYP BOARD FULL HEIGIHT STUDS 1/2"PLYWOOD 1/2"RIGID INSULATION FLOOR JOIST BETWEEN SUBFLOOR / WITH LIQUID APPLIED CONTINUOUS BEAD DRAWING NO.: OF 14 CEILING JOIST INTERIOR 5/8"TYPE X GYP BD 1/2"PLYWD. BAND JOIST _�` _ \ AND DRYWALL / FLASHING AT ALL SEAMS, OF SEALANT CONDITIONED SPACE EXTERIOR INSULATED WALL CONTINUOUS BEAD OF SEALANT A5101 09 GYPSUM WALL GYPSUM WALLBOARD -- BOARD AS AIR AS AIR BARRIER TYPICAL TYVAK DRAINWRAP INSTALL PLYWOOD SUBFLOOR o al BARRIER TYPICAL AS AIR BARRIER AS PER INTERIOR GYPSUM WALLBOARD DRAWING TITLE: MANUFACTURERS SPECS. ' AS AIR BARRIER TYPICAL. DETAIL TO CONTROL AIR LEAKAGE PROPOSED THROUGH WALL CAVITY INTO ATTIC ;SPACE SEALING AT FLOOR BAND JOIST INTERFACE AIR SEALING AT SOFFIT INTERFACE AIR SEALING AT UPPER FLOOR BAND JOIST TYPICAL SEALENT APPLICATION 02 AIR SEALING DETAIL AIR SEALING NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE SCALE: 3/4" = 1'0" NOTES & DETAILS _ I i CONTINUOUSLY SHEATHED U BRACED WALL LINE 0 O W v O F— Lu � 0 LIJUt r, O � W w O - = � � RETURN z r 1 W �O PANEL BRACED WALL PANEL AT ry W j END OF BRACED WALL LINE -� Q Q �t wz END CONDITION 1 I THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL AND REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS ND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE � ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND CJ -(�°• • CONTINUOUSLY SHEATHED `� MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED BRACED WALL LINE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. I / THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, BATH i METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROC EDURES,CEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN 2"• /- , `�2"• • ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE HOLD DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. DOWN 15'-52" 11'-72° W.C. EC#2 I / FAI 17'-1"CONTINUOUSLY SHEATHED BRACED WALL HOLD-DOWN w LAV LAV I SHOWER 1 DEVICE BRACED WALL PANEL AT CIL ----� 1ST FLOOR END OF BRACED WALL LINE z -----; - C.O. BWL "A" ll�' BWL "B" END CONDITION 2 016,C.O. Z m HOLD w Q O DOWN (2) 2X8 HDR (2) 2X8 HDR N CONTINUOUSLY SHEATHED 411 • BWL "1" - - - - - I - BWL ° " _ U I BRACED WALL LINE ~T �w cUn uj -- HOLD - — — w L11 0 c�_n = BEDROOM#3 DOWN o C� 4" HOUSE co N I 200 — Lu 1�63 S.F. N TRAP / EXISTING EXTERIOR WALL T v _ Q BASEMENT TO REMAIN.PREP WALL TO raw p RECEIVE NEW 2X4 WALL N o01 Q O PROVIDE NEW 2X4 x Lu � z aClaaClq SANITARY RISER DIAGRAM WALL AT EXTERIOR OF c EXISTING DWELLING Ua 4X6 POST TO STRUC. RIDGE. 4X6 POST TO STRUC.RIDGE. � Lu Lu NOT TO SCALE N CC) BWL 2 - - - a a OR - - - - --- - (4 2XUDL� - - v BWL 2 - } 48" MINIMUM BRACED WALL PANEL -�—r ---- AT END OF BRACED WALL LINE 0 Alk 8'-11 114" ' GT CLG H O CLG HGT z 2 END CONDITION 31 O BATH O CLOSET I z BB Q O 203 O 7 81 S.F. 63 S.F. I - U O f-- _ g,� O` Q CO o, I m a Oa o oC14 CONTINUOUSLY SHEATHED O z �° L.LI 01 — � ¢ o ON W 0 a BRACED WALL LINE Q O J W r- c x � � I y� W '= Q w z UN LL X� w N O Lu - - 0 O Of 0 BWL 113�� - - - - - - - BWL 11311 W Q — f� � Q w C j LuW 16-8 ', -------- ----------- � <V 0 u Q c� w BWL "A" BWL "g„ RETURN PANEL * FIRST BRACED PROJECT No.: 10'-0"MAX WALL PANEL 23-135 NOTE: *SEE REQUIREMENTS END CONDITION 4 PROJECT DATE: I� ❑ DECEMBER 2023 u CONTINUOUSLY SHEATHED SCALE: BRACED WALL LINE ' ' S NOTED A N E D - DRAWN BY: JIEE 4'-01' 5'-t° 4'-0" 2-12 2'-10" CHECKED BY: 91 1 11 9'-0" 1 --- L EC#4 SEAL: 18'-1" CONTINUOUSLY SHEATFHED BRACED WALL HOLD-DOWN -FIRST BRACED D C , DEVICE WALL PANEL PSp A. END CONDITION 5 `A PROPOSED FIRST FLOOR BRACED PLAN � 0409° 9 END CONDITION FOR BRACED WALL o SCALE: 114" = 1'-0" LINES WITH CONTINUOUS SHEATHING OF NE`N REQUIREMENTS RETURN PANEL: 24" FOR BRACED WALL LINES SHEATHED WITH DRAWING NO.: OF 14 WOOD STRUCTURAL PANELS. S1101 10 DISTANCE D*: 24" FOR BRACED WALL LINES SHEATHED WITH WOOD STRUCTURAL PANELS. 32"FOR BRACED WALL LINES SHEATHED WITH STRUCTURAL DRAWING TITLE: FIBERBOARD, HOLD DOWN 800LBS CAPACITY SIMPSON HD►U8-SDS2.5 FIRST FLOOR DEVICE: FASTENED TO THE EDGE OF THE: BRACED WALL B RACED PLAN & PANEL CLOSET TO THE CORNER AND TO THE FOUNDATION OR FLOOR FRAMIING BELOW. RISER DIAGRAM i U p E FASTENING SCHEDULE FROM TABLE R602.3( 1 ) LL' ° CONTINUOUS RIM I, SEE PLAN OR BAND JOIST O ITEM DESCRIPTION OF BUILDING ELEMENT NUMBER AND TYPE SPACING AND LOCATION � E— �'-' N O I i l �_J_J U 1..._, � r^. O PERPENDICULAR FRAMING - - I I I I TYPE 1 EXTERIOR(BWP)SHALL BE SHEATHED OF FASTENER (a,b,c) WITH 1/2"PLYWOOD ON THE EXTERIOR 8d COMMON @ 6"oc PANEL FULL HEIGHT BLOCKING SOLID BLOCKING BETWEEN i II i i ATTACHED WITH 8d COMMON(2,5"XO,131") ROOF FRAMING W W uj 0 r- ALONG BRACED WALL PA CONTINUOUS ALONG LENGTH RAFTERS ATTACHED TO TOP I i Lv = ? NAILS AT 6"OC AT PANEL EDGES AND 12"OC OF BRACED WALL PANEL PLATES W/8d COMMON @ b" IN THE FIELD,AND 1/2"GYPSUM WALLBOARD 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON(2 1/2'X 0.131") TOE NAIL = c) � L L OC ALONG LENGTH OF(BWP) I I I I ON THE INTERIOR ATTACHED WITH 1-114" Z r � J Q U BRACED WALL PANEL(BWP) ( I i SCREWS,TYPE W OR S AT 7"OC AT PANEL 2 CEILING JOIST TO TOP PLATE 3-8d COMMON(2 1/2-X 0.131") PER JOIST,TOE NAIL V W }- I EDGES AND 7"OC IN THE FIELD, l=-- I I I I I CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER,LAPS OVER 8.16d COMMON 3 1/2"X 0.162" I I I 3 PARTITIONS ( ) FACE NAIL < C( Z I I I I 3-16d COMMON @ I I I I 4 CEILING JOIST ATTACHED TO PARALLEL RAFTER, (HEEL JOINT) 8-16d COMMON(3 1/2"X 0.162") FACE NAIL 16"OC ALONG(BWP) HOLD DOWN SEE PLAN 5 COLLAR TIE TO RAFTER 3-1 Od COMMON IN'X 0.148") FACE NAIL EACH RAFTER THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL ( II II I I I I i REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS 6 RAFTER TO PLATE 3-1 Od COMMON(3"X 0.148") 2 TOE NAILS ON ONE SIDE AND 1 TOE AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE PERPENDICULAR FRAMING _ _ _ NAIL ON OPPOSITE SIDE OF EA,RAFTER ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED CONTINUOUS RIM FULL HEIGHT BLOCKING �HOLD DOWN ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR ROOF 3-1 Od COMMON IN'X 0.148") TOE NAIL WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. OR BAND JOIST CONTINUOUS ALONG LENGTH SEE PLAN 7 RAFTER TO MIN.2"RIDGE BEAM 2-16d COMMON(3 1/2"X 0.162") END NAILED THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF OF BRACED WALL PANEL AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, WALL FRAMING METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS ANCHOR BOLT NOTES: BRACED WALL PANEL TYFPE 1 BRACED WALL PANEL 8 STUD TO STUD(NOT BRACED WALL PANEL) 16d COMMON(3 1/2"X 0.162") 24"O.C.FACED NAILED IN CONNECTIONS WITH THE WORK FOR THE ACTS OR ANCHOR SILL PLATE TO CONCRETE FOUNDATION WALL WITH 1/2'DIA ANCHOR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY BOLTS, 12"LONG MIN AT 24"OC,THE BOLTS SHALL BE LOCATED IN THE MIDDLE CONNECTION TO RAFTERS STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL OTHER PERSONS PERFORMING ANY OF THE WORK,OR FOR THIRD OF THE WIDTH OF THE PLATE,A NUT&WASHER SHALL BE TIGHTENED ON 9 CORNERS(AT BRACED WALL PANELS) 16d COMMON(3 1/2"X 0.162') 16"O.C.FACED NAILED THE FAILURE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE EACH BOLT,THERE SHALL BE A MIN. OF TWO BOLTES PER PLATE SECTION WITH DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. ONE BOLT LOCATED NOT MORE THAN 12"OR LESS THAN SEVEN BOLT DIAMETERS SEE PLAN 1, 10 BUILT-UP-HEADER(2"TO 2"HEADER WITH 1/2"SPACER) 16d COMMON(3 1/2"X 0.162") 16"O.C.EACH EDGE FACED NAILED FROM EACH END OF THE PLATE SECTION, '' 11 CONTINUOUS HEADER TO STUD 4-8d COMMON(2 1/2"X 0.131") TOE NAIL SHEATHING NOTE:EXCEPTIONS: I I I TYPE 2 EXTERIOR(BWP)SHALL BE SHEATHED 12 TOP PLATE TO TOP PLATE 16d COMMON(3 1/2"X 0.162") 16"O.C.FACED NAILED 1. WALLS 24" 1. SHEATHING AS PART OF BRACED WALL PANEL TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL 1 i I i I I WITH 1/2"PLYWOOD ON THE EXTERIOR PANELS SHALL HAVE ONE ANCHOR BOLT, SEGMENT(BWP),WHERE NOTED ON FLOOR / I I I ATTACHED WITH 8D COMMON(2,5"x 0.131") FACE NAIL ON EA.SIDE OF END JOINT PLAN,SHALL BE CONTINUOUS FROM SILL TO TOP I I I I NAILS AT 6"OC AT PANEL EDGES AND 12"OC 13 DOUBLE TOP PLATE SPLICE FOR ALL CONDITIONS 8-16d COMMON(3 1/2"X 0.162") MIN 24"LAP SPLICE LENGTH EA.SIDE 2. WALLS 12"LONG OR SHORTER SHALL HAVE NO ANCHOR BOLTS BUT SHALL BE PLATE OR ADEQUATELY BLOCKED AT JOINTS,8D / I I I I IN THE FIELD,AND 1/2"GYPSUM WALLBOARD SIDE OF END JOINT w NAILED AS SHOWN ON NAILING SCHEDULE ITEM 9, COMMON NAILS @ 6"OC EDGE& 12"OC FIELD I I I III ON THE INTERIOR ATTACHED WITH 1-1/4" a- I SCREWS,TYPE W OR S AT 7"OC AT PANEL 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING 16d COMMON(3 1/2"X 0.162") 16"O.C.FACED NAILED u I I NOT AT BRACED WALL PANELS Z EDGES AND 7"OCIN THE FIELD. BRACED WALL PANEL CONNECTION WHEN I I I I I I I BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST OR BLOCKING p � 15 AT BRACED WALL PANELS 2 lbd COMMON(3 1/2"X 0.162") 2 EACH 16"O.C.FACED NAILED cwn z PERPENDICULAR TO FLOOR/CEILING FRAMING I 316dCOMMON(31/2"X0.135", TOE NAILED > O N II I II I I TOP OR BOTTOM PLATE TO STUD 3 16d COMMON(3 1/2"X 0.135") END NAILED � I I I a- 0 I I I I HOLD DOWN SEE PLAN TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2 1 bd COMMON 3 1/2"X 0,162" FACED NAILED Li U 0 ( H II 17 ( ) p CONTINUOUS RIM FULL HEIGHT BLOCKING I I I I Lu OR BAND JOIST @ 16"OC ALONG(BWP) I I I I 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON(2 1/2"X 0.131") FACED NAILED LJ U -HEADER:SEE STRUCTURAL 19 1"X 6"SHEATHING TO EACH BEARING 2-8d COMMON(2 1/2"X 0.131") FACED NAILED NEW FRAMED DOOR PLAN FOR EXACT SIZING 2-16d COMMON OR WINDOW OPENING ADDITIONAL FRAMING NAILS EACH SIDE 20 1"X 8" AND WIDER SHEATHING TO EACH BEARING 3-8d COMMON(2 1/2"X 0.131") FACED NAILED 8d COMMON @ 6"OC MEMBER DIRECTLY ABOVE -- __ — L ALONG BRACED WALL PANEL BRACED WALL PANEL TOE NAIL 3 Sd TYEPE 2 BRACED WALL PANEL FLOOR FRAMING `C r COMMON NAILS AT EACH 0 20ga"SIMPSON STRONG r BLOCKING MEMBER 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2 1/2"X 0.131") TOE NAILED-TIE"COIL STRAP,STRAP BRACED WALL PANEL(BWP) BRACED WALL z aaaaaa TO BEAR 12"ON STUD 3 PANEL(BWP) 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d COMMON(2 1/2"X 0.131") 6"OC TOE NAILED NAILS EACH END(TYPICAL) _ v. CONNECTION NOTES: (ROOF APPLICATIONS ALSO) 1, ALL FRAMING HARDWARE SHOWN ON THESE PLANKS,UNLESS OTHERWISE NOTED ARE SIMPSON STRONG-TIE. NO 23 1"X 6"SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON(2 1/2"X 0,131") FACED NAILED 3-16d COMMON @ SUBSTITUTIONS ARE APPROVED OR AUTHORIZED, D)UE TO THE NATURE OF FRAMING HARDWARE TO THE OTHER 24 2"SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON(3 1/2"X 0.162") BLIND AND FACE NAIL 16"OC ALONG(BWP) 3-16d COMMON FULL HEIGHT BLOCKING COMPONENTS OF THE STRUCTURE,ANY CHANGE TTO FRAMING HARDWARE WILL RESULT AT EACH BLOCK @ 16"OC ALONG(BWP) 25 2"PLANKS(PLANK @BEAM-FLOOR AND ROOF) 2-16d COMMON(3 1/2"X 0.162") AT EACH BEARING,FACE NAIL 2. IN THE INSTALLER/CONTRACTOR ASSUMING RESPOMSIBILITY FOR THE DESIGN AND PERFORMANCE OF THE ENTIRE SYSTEM, FRAMED OPENING / HEADER DETAIL 3. ALL SPECIFIED FASTENERS TO BE INSTALLED PER if;S>TRUCTIONS OF THE SIMPSON STRONG-TIE WOOD CONSTRUCTION 26 BAND OR RIM JOIST TO JOIST 3-16d COMMON(3 1/2"X 0.162") END NAILED cn SEE ANCHOR BOLT 2-16d COMMON CATALOG,INCORRECT FASTENER QUANTITY,SIZE,ITYPE,MATERIAL OR FINISH MAY CAUSE THE CONNECTION TO FAIL, NOTES THIS SHEET ADDITIONAL FRAMING NAILS EACH SIDE 16D FASTENERS(8 GAUGE)ARE COMMON NAILS AND CANNOT BE REPLACED WITH 16D SINKERS(9 GAUGE)UNLESS 20d COMMON(4"X 0.192")AND NAIL EACH LAYER AS FOLLOWS: p MEMBER DIRECTLY ABOVE OTHERWISE NOTED, 27 BUILT-UP GIRDERS AND BEAMS,2"LUMBER LAYERS 32"OC TOP&BOT.AND STAGGERED O BRACED WALL PANEL 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION, 2-20d COMMON(4"X 0.192") FACE NAIL AT ENDS&AT EACH SPLICE 5, JOIST SHALL BEAR COMPLETELY ON THE CONNECTiOR SEAT AND THE GAP BETWEEN THE JOIST END AND THE HEADER 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON(3 1/2"X 0,162") AT EACH JOIST OR RAFTER,FACE NAIL 0 < � SHALL NOT EXCEED"PER 4 ASTM TEST STANDARDS,, JACK AND KING REQUIREMENTS: BRACED WALL PANEL CONNECTION 6, FOR HOLD DOWNS,ANCHOR BOLTS NUTS SHOULD)BE FINGER TIGHT PLUS 1 TO 1 TURN WITH WRENCH WITH 29 BRIDGING TO JOIST 2 1 Od BOX(3"X 0.128") EACH END TOE NAIL W U WHEN PARALLEL TO FLOOR/CEILING FRAMING CONSIDERATION GIVEN TO FUTURE WOOD SHRINKAGE.CARE SHALL BE TAKEN TO NOT OVER TORQUE THE NUT, ROOT SHEATHING p _I W >" ROUGH OPENING SIZE NUMBER REQUIRED W F= < p L.0 z LESS THAN 64" OPENING 2J & 2K MIN, 2 STRAPS (EACH END) SPACING OF FASTENERS pp QQ w 71 7 O 64"TO 96" OPENING 2J & 2K MIN. 2 STRAPS (EACH END) EDGES INTERMEDIATELY C 96"TO 138" OPENING 2J & 2K MIN. 2 STRAPS (EACH END) BRACED WALL PANEL (BWP) DETAILS SUPPORTS w Q O c Q 138" TO 170" OPENING 2J & 2K MIIN, 2 STRAPS (EACH END) 30 1/2"WOOD STRUCTURAL PANEL 8d COMMON(2 1/2"X 0.131") 6"OC 12"OC w f— w � U) W c 31 OUTLOOK BLOCKS 8d COMMON(2 1/2"X 0.131") 4"OC < G O z �- _ L0 Q CEILING SHEATHING � � Cl) _ Q co < 32 1/2"AN 5/8"GYPSUM WALLBOARD 1-5/8"LONG SCREWS,TYPE W OR S 6"OC 6"OC - ----------------------- -- - WALL SHEATHING PROJECT No,: FASTENING SCHEDULE AROUND EXTERIOR SPACING OF FASTENERS 23-135 CUT I (14- 8D NAILS EACH END) CUT (14- 8D NAILS EACH END) WINDOW AND DOOR OPENINGS 33 1/2"AND 5/8"GYPSUM WALLBOARD 1-5/8"LONG SCREWS,TYPE W OR S 7"OC 7"OC PROJECT DATE: LENGTH END a LENGTH END �NOTATIONLENGTH 9" • LENGTH 9" A B C D E F " " " „SIMPSON STRONG-TIE CS20 SIMPSON STRONG-TIE CS20 R,( 34 1/2 WOOD STRUCTURAL PANEL 8d COMMON(2 1/2 X 0.131 ) 6 oc 12"oc DECEMBER 2023 STRAPPING @ 16" O.C. '\ STRAPPING @ 16" O.C. 21-011 2 (2) 2X4 1 1 1 1 FLOOR SHEATHING 41-0" 4 (2) 2X4 2 2 2 2 SPACING OF FASTENERS SCALE: 6'-01 I 6 (2) 2X4 3 3 3 3 35 9/32"TO 1"WOOD STRUCTURAL PANEL SUB FLOOR 8d COMMON(2 1/2"X 0.131") 6"OC 12"OC AS NOTED LAP STRAP UNDER SILL PLATE N END 8'-0" 8 (2) 2X4 3 3 3 3 36 1 1/8"TO 1-1/4"TO 1"WOOD STRUCTURAL PANEL 1 Od COMMON(3"X 0.148") 6"OC 12"OC & COMBINATION SUBFLOOR AND UNDERLAYMENT PROVIDE SILL SEAL BETWEEN LENGTH 9" DRAWN BY: \ 10'-0" 10 1 (2) 2X6 4 4 4 4 STRAP AND TERMITE SHIELD CL \ PROVIDE MINIMUM D A. NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERISE STATED.NAILS USED FOR FRAMING AND SHEATHING CONNECTIONS J"LE E 12'-0" 12 (2) 2X6 5 4 5 4 SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN:80 KSI FOR SHANK DIAMETER OF 0.192 INCH(20d COMMON NAIL),90 KSI FOR BP 1/2 -3X3 BEARING N 1 g" END DISTANCE SHANK DIAMETERS LARGER THAN 0,142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 KSI FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. E C CHECKED BY: PLATES UNDER NUT �d NOTATION:ON" B. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM"ON DIAMETER CROWN WIDTH 16 w • U END C. NAILS SHALL BE SPACED AT NOT MORE THAN 6"OC AT ALL SUPPORTS WHERE SPANS ARE 48"OR GREATER, 1/2" DIA X 12" LONG S.S. LENGTH 10" A. INUMBER OF 8d NAILS AT EACH END OF STRAPPINGS ANCHOR BOLTS @ 36" O.C. SEAL: AND 12" FROM CORNERS I EQUAL NUMBER OF SPECIFIED • NAILS IN EACH END B. NU BEER OF SILL STUDS ON FLAT (DOES NOT APPLY p AR e ) A. (14- 8D NAILS EACH END) u. I C. INUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE W NOT TO SCALE NOT TO SCALEIOF HEADER STUD TO FOUNDATION STRAPPING STUD TO STUD STRAPPING D. INUMBER OF 16d NAILS END NAILED THROUGH sT 409y9 ,ADJACENT KING STUD TO END OF HEADER E. INUMBER OF JACK STUDS AT EACH SIDE OF HEADER F. INUMBER OF 16d NAILS END NAILED THROUGH DRAWING NO.: OF 14 ,ADJACENT JACK STUDS TO END OF SILL AT EACH SIDE. S1v02 I 1 EXTERIOR WALL OPENING REQUIREMENTS DRAWING TITLE: FRAMING DETAIL SHEET - 01 I i U SIMPSON STRONG-TIE CONTINUOUS RIDGE VENT STRAP MODEL CS20 ALLOW FOR AIRWAY O SIMPSON STRONG-TIE MODEL USE A MINIMUM OF @ 16" O.C. 26" LONG. HOLD ROOF DECK ABOVE INSULATION W - U SHORT OF RIDGE 1" CS20 @ 16"O.C. 26"STRAP m o TWO 8d NAILS THIS ROOF RAFTERS BLANKET O %2' ZIP ROOF DECK SYSTEM 300 #ASPHALT ROOF (8)l Od COMMON NAILS PER e ° o /m o SIDE OF RAFTER (REFER TO ROOF PLAN] WITH TAPED SEAMS. MANUFACTURERS SPEC. °° ROOF SHEATHING F�— Lu CV O SHINGLES OVER 30 LB, DOUBLE TOP PLATE (REFER TO WALL SECTIONS) � r , O ROOF JOISTS, REFER TWCD 8d NAILS TOTAL FOUR 8d tn (REFER TO WALL SECTIONS) �-u !— V � NAILS INTO RAFTER (.J,J U #15 ROOF FELT WITH ROOF JOISTS °° ° INTO PLATES ROOF RAFTER TAIL LL O TO ROOF PLAN. �' � _ A MINIMUM 6" OVERLAP (REFER TO FLOOR PLANS) ,°° STRONG-TIE C) Y C 5 8" PLYWOOD AND STAGGERED °Oe ° ° ��H7--SIMPSON TIE AT LOOKOUT LEDGER ?�`o� = J SHEATHING ° a EACH RAFTER WALL SHEATHING ALUMINUM Q r W 2X12 RIDGE BEAM °°o C (REFER TO WALL SECTIONS) WRAPPED FASCIA � 1 FRIEZE BOARD FASCIA BACKER '� Q � w Z UJ (REFER TO WALL SECTIONS) SIDING(REFER TO o SECTIONS&WALL TYPES) LOOKOUT ROOF RIDGE (REFER EIGHT 8d NAILS THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL TO FLOOR PLANS) o INTO STUD WOOD STUDS SOFFIT PANEL REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS (REFER TO WALL SECTIONS) AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE o ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND ° CONTINUOUS SLOT MAY m o METAL SCREENING SOFFIT VENT WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT, NOT BE REPRODUCED,DUPLICATED,USED OR OSED NOTE: RIDGE STRAPPING NOT REQUIRED WHEN COLLAR TIES (NOMINAL 2 X 6) ARE LOCATED IN THE UPPER THIRD OF ATTIC SPA(CE AND ATTACHED TO EACH PAIR OF RAFTERS NAILED OVER SLOT VENT THE HALL NOT SHALL ON HAVE CONTROL RU CHARGE N AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY RIDGE VENT DETAIL RAFTER TO RAFTER STRAPPING DETAIL RAFTER TO STUDS STRAPPING DETAIL TYPICAL SOFFIT VENT DETAIL OTORPERSONITHTHECONGANYOFTUMENTSHE ,WAYSU OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. RIDGE 4' PERIMETER ZONE METAL CAP FLASHING @ PIPE F-- PANEL FIELD NAILING — MIN. 2" INSIDE PIPE & SOLDER (^ BLOCKING 2 BAYS LAPSEAM @ EXTERIOR 'C BACK AT 48" O.C. 4" OC NAIL SPACING — a ATTIC Q 5/8" PLYWOOD SHEATHING GABLE END WALL METAL BASE z_ FLASHING SLEEVE 0 L] OUTLOOK BLOCKING— rL i PLYWOOD FLOOR m w SEALANT @ ROOF & _ j Z Of 4" O,C. NAIL SPACING PIPE PENETRATION °o W O ASPHALT SHINGLES Lu Lu VAPOR BARRIER— U) FIRST AND SECOND FLOOR EXTERIOR 5/8" N 1 _F yPLYWOOD SHEATHING UJ 1'MAXL PROVIDE SOLID BLOCKING Q BLOCKING 2 BAYS FIRST TWO BAYS AT 48" OC WOOD JOISTS � o BACK AT 48" O.C. (SEE PLAN FOR SIZE) z aaaaaa EXCEPTION: WHEN AN ATTIC FLOOR OR (CEILING DIAPHRAGM IS USED TO BRACE THE WOOD BRIDGING GABLE ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED, BLOCKING AT ENDWALL DETAIL RAKE OVERHANG DETAIL aATTIC FLOOR BRACING DETAIL PIPE PENETRATION THRU ROOF DETAIL oz O o Q ccf) O z uj01 RIDGE BOARD RIDGE BOARD CEILING JOISTS L� O L U 2 X 4 CONTINUOUS �LLJ �_ J w Lu Z HIP RAFTER LATERAL BRACE 6 FT O.C. BATT INSULATION co C U5 z z OSB OR SIMILAR INSULATION ` CEILING HATCH LID PUSHES UP � W DAM TO HOLD INSULATION Of 2-1 Od NAILS JOIST AND OVER FOR ACCESS FROM OPENING f-- W Q O c ~ O r U cnwQ [AWAY uj LLj LU II-__ L uj GYPSUM BOARD ��- y J ry Z Q LO w 2 X A BLOCK NAILED � � �� �J J � BATT INSULATION � TO EACH BRACE GABLE END STUD WITHi 4-1 Od NAILS— �J PROJECT No,: 20 GA STRAP NAILED `' `' J '� 5d COOLER WITH 10-8d COMMON FOAM AIR SEAL GASKET 23-135 01 MAILS AT 7" OC NAILS TOP AND SIDE CEILING DRYWALL VALLEY RAFTER JACK RAFTER TRIM 1/2"PLYWOOD WITH RIGID FOAM/BATT PROJECT DATE: JACK RAFTER END WALL STUDS INSULATION LAYERED&GLUED (MATCH DECEMBER 2023 R-VALUE OF CEILING INSULATION) SCALE: AS NOTED HIP RAFTER ROOF FRAMING DETAIL VALLEY RAFTER ROOF FRAMING DETAIL CEILING BRACING GABLE END WALLS DETAIL CEILING ATTIC ACCESS DRAWN BY: J,LEE CHECKED BY: BRIDGING - SEAL: D A% N A- 4 �� 0 0 0 0 0 0 � 09 U O °� O o Q OF N E `� 0 GIRDER --■ DRAWING NO.: OF 14 2"MINIMUM JOIST SIDE COVER ° °o °o Sls03 12 SIMPSON STRONG-TIE H1 FASTEN AS PER MANUFACTURES SPECS. SIMPSON LSU26, LSU28 & LSU210 SIMPSON LU26, LU28 & LU210 SIMPSON BC-46 POST BASE FASTEN SIMPSON PB66 POST BASE FASTEN (MAY BE INSTALLED ONE BACK FACE OF HEADER) FASTEN AS PER MANUF'S SPECS FASTEN AS PER MANUF'S SPECS AS PER MANUFACTURES SPECS AS PER MANUFACTURES SPECS DRAWING TITLE: FRAMING DETAIL RAFTERMEADER ClONNECTION DETAIL TYPICAL FLOOR JOIST OVER GIRDER DETAIL JOIST AND RAFTER HANGER DETAILS POST CAP AND BASE DETAILS SHEET - 02 I U STRINGER STRINGER n- DOUBLE HEADER DOUBLE TRIMMER rd E JOIST FLOOR JOIST �- W O FLOOR JOIST c z DOUBLE PLATE � O STUD HOLE EDGE O OUTjF �� �Lu d DISTANCE > 5/8" f— ui TALL JOIST - DOUBLE STUD �7i30 O o W W w (� O TALL JOIST FS'0 _ ;'-' Y DOUBLE TRIMMER � F— � � TALL JOIST 0�12y PLATE Td _ Q 0 2 JOIST DOUBLE 2�% G� U � w ~ TRIMMER 7j3 N NOTCH DEPTH HOLE EDGE STUD STUD SUBFLOORING 1/4 JOIST 2 07sjO�A < 25% D MAX. DISTANCE > 5/8" Q d w Z DOUBLE DEPTH MAX. /� Ty I HOLE DIAMETER < �'I I 40% SINGLE STUD STRINGER TRIMMER �- I THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWINGS TALL JOIST i 1/b JOIST AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND PLATE DOUBLE I DEPTH MAX. HOLE DIAMETER < MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED FIRE STOPPING TRIMMER 1/3 JOIST 60% DOUBLE STUD WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF DEPTH MAX. AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS OR ANY STAIR FRAMING WlITH LANDING DETAIL STAIR FRAMING DETAIL JOIST &: RAFTER NOTCHING & BORING DETAIL STUD NOTCHING & BORING DETAIL OTORPERSONITHTHECONGANYOFTHEWORAWAYSU K,OR FOR THE FAILURE OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. SILL PLATE 8" NAILS MIN. -1 bD COMMON WOOD STUD (REFER TO � (NAILS @ b" O.C. FOR 2-16D COMMON SECTIONS) ° 8" NAILS MIN. SIMPSON STRONG-TIE NAILS @ b" O.C. FOR z HDQ8 OR PHD6 FULL LENGTH OF STUD DOUBLE PLATE SIMPSON STRONG-TIE o° ° _ ° ° FULL LENGTH OF STUD SUBFLOOR HDQ8 OR PHD6 ° SUB FLOOR (REFER w TO WALL SECTIONS) z m , I BLOCKING FLOOR JOISTS SIMPSON STRONG-TIE w � 0 HDQ8 OR PHD6 BOX PLATE `L- @ ENDWALL - BLOCKING C ' 20 GAUGE S/S COIL STRAP @ ENDWALL (REFER TO p U 0 @ EVERY STUD. (NAILED SECTIONS) Lu c WITH 4 NAILS, 2 EACH END, FLOOR JOISTS cn 7/8" • -THREADED ROD EMBEDDED 12%2' NAILS INTO ACQ TO BE SS ° a INTO CONCRETE WITH 'SIMPSON STRONG ° (REFER TO SECTIONS) N -TIE' ET, USE HIGH STRENGTH EPDXY DOUBLE ACQ STILL PLATES , ° ° T,., a ° e ADHESIVE FOR TEMPERATURES (0•• •TO 40 F) TOP PLATES (REFER Q FOUNDATION WALL ° ° ° . TO WALL SECTIONS) 0 0 SIMPSON STRONG-TIE LBPS5/8 BEARING PLATE 8" NAILS MIN, z aaaaaa °. �; SIMPSON STRONG-TIE SIMPSON STRONG-TIE SSTB-16, 5/8" • ••• ••• • •• • • • • • • • • • • HDQ8 OR PHD6 BOLT 8" EMBEDMENT MIN., @ 3'-0" O.C. FIRST FLOOR ATTACHMENT DETAIL WALL TO FOUNDATION DETAIL SE(0_'..'."OND FLOOR ATTACHMENT DETAIL STUD TO STUD STRAPPING DETAIL o z � z0 O d Qcf) 01 O z rv- w o' SHEARWALL STUDS PER SCHEDULE — 2" X 4"WOOD STUD RIDGE BOARD rw O U FRAMING @ 16" O.C. Q F— —! w z HDU HOLDOWN (TYPICAL) WOOD STUDS (REFER W Q p w TO WALL SECTIONS) m Q � W z z � Q SHEAR WALL LENGTH PER SCHEDULE AND PLAN O Of � o 2"X 4"WOOD STUD F-- W Q _ ccn Q FRAMING @ 16" O.C. () F— W � w 7" MAX, FROM END OF WALL Lu � O �C � ~ W � � � � co co ® 2X, STUD WALL ® PROJECT No,: SILL PLATE (REFER TO CEILING JOIST 23-135 SHEARWALL FIELD NAILING SHEARWALL EDGE WALL SECTIONS) PROJECT DATE: 8D OR 1 OD NAILS PER NAILING AND SHEATHING SCHEDULE @ 12" O/C PER PLAN AND SCHEDULE DECEMBER 2023 FILLER BLOCKS (2) HEADER SUPPORT JACK STUDS SCALE: AS NOTED SHEAR WALL WITH HOLD DOWNS DETAIL BUILT-UP CORNER POST (OUTSIDE CORNER) TYPICAL HEADER FRAMING DETAIL DRAWN BY. J,LEE STUD BOTTOM PLATE ��� CHECKED BY: SIMPSON STRONG-TIE CS16 (MOISTURE-RESISTANT STUD STUD (14) 1OD COMMON. NAIL DRYWALL SUBFLOORING TOP PLATES PER MANUFACTURES SPEC'S J <c SEAL: O �' (REFER TO SECTIONS) Q E DAB BAND JOIST ____-- ____.``__"--- �40 5g SILL PLATE GIRDER (2) 2"X 10"WINDOW AND .(O DOOR HEADER (TYP.AT ALL N E NEW DOORS &WINDOWS) JOIST i BLOCK DRAWING NO.: OF 14 DOUBLE TRIMMER SUBFLOORING JACK STUDS HEADER SUPPORT STUD S1 , 04 13 A JOIST DRAWING TITLE: 1/2"AIR SPACE FRAMING DETAIL BATHTUB FRAMING DETAIL TYPICAL FOUNDATION BEAM POCKET TYPICAL HEADER TO STUD STRAPPING DETAIL SHED DORMER ROOF FRAMING SHEET - 03 i U r -- SYMBOL LEGEND: w o U BATH T O;RIDGE_ SYMBOL DESCRIPTION 109 j INDICATES EXISTING WALLS AND w CV�" I T.O.DORMER ---__- --,_,___, --I{ I ,� r . »...»». III I r -__-_---- /OR ITEMS TO REMAIN. W W w ^ ��0 _.. .�. _ ..1 T.O.ROOF W O r V � BEDROOM#3 °-' ----� - I ^ , ---------- INDICATES EXISTING WALLS AND _ ---------- /OR ITEMS TO BE REMOVED. L f-' U �!e .CC (I O ✓O f — B.O.WIN.HDR. —I FH_ 119-1 INDICATES PROPOSED WALLS L w Q U Ub BATH f 019 AND/OR ITEMS TO BE INSTALLED, <W3 W3 W3Lu Q W Z T.O.TOP PLATE ROOM ROOM TAG Al - - -- — 10 ROOM NAME AREA HDR. ROOM NUMBER CLOSET ROOM AREA CLOSET • »M„» © THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE&SHALL 1 AI 1 77A HALL I T DETAIL TAG REMAIN THE PROPERTY OF THE ARCHITECT.ALL DRAWINGS - DETAIL AND MITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE 105 W2 W2 DRAWING ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND G NUMBER MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SECTION/ELEVATION TAG LINEN — — — — — — — <*)XX THE ARCHITECT SHALL NOT HAVE CONTROL OR CHARGE OF ENTRY FURDETAIL NUMBER AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, I 0'•0 DRAWING NUMBER METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTIONS WITH THE WORK FOR THE ACTS OR G A A I L------� i I INDICATES DEMOLITION NOTE OMISSIONS MIISSIOTHER NS OF THE NS PERFORMING CTOR ANYOFSUBCONTRACTORS NT THE ACT ROR FOR BEDRROOM#2 I I ( I THE FAILURE OF THEM TO CARRY OUT THE WORK IN 107 BEDROOM#1 I I I I I ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE DIMENSIONS AS SHOWN.DRAWINGS ARE NOT TO BE SCALED. E.jQ�� 1­__ I I I I I----------- - --- -- - -- -- -- ---L-, X INDICATES PROPOSED NOTE ~I I I I I------------------ 6.0.FOOTING I I I—————J S'p" INDICATES WALL PARTITION TYPE- REFER TO PARTITION TYPES T.O.BASEMENT SLAB I F_ CLOSET I I 6' 101/2" �)_ r1------ ------------ -------------------- 1 —I 106A - , , SD INDICATES SMOKE DETECTOR � B.O.FOOTING L_ L_ J O1 3 4 *_� 3 4 7 O INDICATES COMBINATION SMOKE/ Z PROPOSED ELEVATION O 1 O CARBON MONOXIDE DETECTOR Q 0 PARTIAL FIRST FLOOR DEMOLITION PLAN of w SCALE: 1/4"= 1'-0" ® INDICATES DOOR NUMBER �—� z m W of SCALE: 114" = 1'-0" � a LL O WX INDICATES WINDOW NUMBER Li r"' U Lu R W INDICATES LOCATION OF NEW � 0 RESCUE WINDOW. cn INDICATES LOCATION OF N D.S. PROPOSED ROOF DOWN SPOUT Q O , IIZT L S1109 __._—__... ____-.. O 77 X INDICATES THE REVISION CLOUD BATH ADDENDUM NUMBER AND KEYED O �, J REVISION CLOUD DESIGNATION, co 04 T.O.DORMER 0 - II II v u71ao BEDROOM W6 OM#3 1 co a B.Q.WIN.HDR, BATH DEMOLITION KEY NOTE, O 1 T.O;TOP PLATE NOTE DESCRIPTION G z O --" " -_- _ 01 Q F— i HDR. I -- - I- _ rr , REMOVE EXISTING WINDOW TO ACCOMMODATE -- "" " " » »» 01 NEW, EXIST. HEADER TO REMAIN, MODIFY OPENING O z 1L/ w CT IL SET CLOSET O TO INSTALL NEW WINDOW. PATCH INTERIOR AND '"' A 1 ' A ;` 1 _ EXTERIOR SURFACES AS REQ'D TO MATCH ADJACENT, O J LAUNDRY HALL I /j 105 `< _ _ 12 S.F. I � Q w z m Q � zz LINEN Wb � 02 -o T,O.ENTRY FLIT L___A L r*'., (O O — - - ---------------------------- Xl ------- ---------- - - F— W � W/D o ---- i W w 1L/ w c VG I I PROPOSED KEY NOTE: rw -� Q f— ~� CC _ Ln Q BED)ROOOM#2 LAUNDRY/ L————————--I I NOTE DESCRIPTION L" G CIO z Q cry w SMART RM _ - _ I— I I �- 1 L__________— I I MODIFY OPENING TO ACCOMMODATE NEW EGRESS B.O.F 65 S. OOTING F• I 5_0 i I WINDOW. EXISTING HEADER TO REMAIN, REPAIR AND I O1 I PROJECT No.: PATCH ALL INTERIOR AND EXTERIOR SURFACES AS �TO.BASEMENTSLAB ! ----------- --- ----- ----------- ---- - 1 REQUIRED TO MATCH EXISTING ADJACENT SURFACES, Wb W6 1-0-6—AlET F-b'-10 1/2" r 1—-- - 23-135 O --- --------------------— — ----- - = - B.O.FOOTING L_—__________________________________________J PROJECT DATE: 28" :3'-18"' 3'-'8" L263" PROPOSED ELEVATION - 02 DECEMBER 2023 O1 31_411 x1.o1 3' 41, O1 L L I. SCALE: 1/4"= l'-0" SCALE: PARTIAL FIRST FLOOR PROPOSED PLAN 3'-18" DRAWN BY:AS NOTED SCALE: 114" = 1'-0" J,LEE WINDOW SCHEDULE -- ----- -- CHECKED BY: WINDOW WINDOW SIZE FUNCTON MATERIAL FINISH MANUFACTURER MODEL/SERIES U-FACTOR SHGC COMMENTS --- NUMBER (W x H) VINYL EXTERIOR EXCTERIOR: (WHITE) ANDERSEN WINDOW WDH3056C EGRESS WINDOW I\1D0 SEAL: W6 3'-1 5/"x 4'-8$" DOUBLE HUNG 00 WOOD INTERIOR IN'ITERIOR: (WHITE) (OR APPROVED EQUAL) 400 SERIES U- 0,29 0,31 PROVIDE EGRESS HARDWARE �t ED `5 ADD. ALTERNATE NOTE: NOTES: 1. CONTRACTOR SHALL COORDINATE ALL ROUGH OPENINGS WI'H WINDOW MANUFACTURERS SPECIFICATIONS PRIOR TO INSTALLATION, �tiC2 �PgO ' 2. ALL NEW WINDOW STYLE SHALL BE'ANDERSEN 200 SERIES'- UI LESS COTHERWISE NOTED, 3. CONTRACTOR SHALL CONFIRM WINDOW TYPE,AND FINISH WCH OWNER PRIOR TO INSTALLATION, Tt _ ADD. ALTERNATE TO REMOVE 4. PROVIDE RESCUE WINDOWS WITH A MINIMUM CLEAR OPENING OF e5.7 S.F.AS PER SECTION R310 OF THE 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE. CONTRACTOR SHALL PROVIDE APPROPRIATE HEIGHT SILL N AND REPLACE THREE WINDOWS PIVOT HARDWARE (AS REQUIRED) FOR SPECIFIC SIZE. (REFER TD SCHNEDULE FOR PROPOSED EGRESS WINDOWS - 04' 59 AS SHOWN ON THIS DRAWING. 5, ALL WINDOWS SHALL COMPLY WITH THE 2020 INTERNATIONALENERCGY CONSERVATION CONSTRUCTION CODE. �bao ©F N •(O 6, ALL WINDOW GLAZING SHALL BE LOW E4 WITH SIMULATED DNDED LLIGHTS AS SHOWN ON ELEVATIONS, DRAWING NO.: OF 14 W6 xi 101 14 DRAWING TITLE: WINDOW ELEV. ADD. ALTERNATE SCALE: 1/2" = i'-o" FOR PROPOSED WINDOW RPL. i U CL ' W ikzUttl " 0 I C ELEVATION NOTES, : �— I CONSTRUCTION NOTE. _ NOTE DESCRIPTION G"�--`-�._. _ f__` f4pG� L'iw T,t).RID _ ( _ _ _ _ _ . � IT IS THE INTENT OF THIS DESIGN TO HAVE i, �� �- _ � Y O f PROVIDE& INSTALL NEW VINYL SIDING TO T,t].DORMER -_rQrJ� t?3 ''Qrj lr -� T 12 R 314" ~ ��„ C ` �,01 MATCH EXISTING IN COLOR, STYLE &SIZE. »:.."»'` _ �`'� \ j l� - + T2-s�r4^ cl3 FU„ Lv .0 THE PROPOSED MASTER BEDROOM FINISH I,.__,._.�. _._. ... ,_�__.. . _.__ . ._._____ _�_ _._..._ -._�x ob o _ aaO66 -�� �- { "VINYL TRIM T.t7.ROOT �'` �� �/ PROVIDE AND INSTALL NEW 4 E FLOOIR AND FASCIA BOARD TO MATCH AT CORNERS. TYPE, COLOR AND STYLE TO " """"""- 1 � � I x \ i 0� �05�, 0>3 07;1 < w n r� i [ S I FLOOR AND FASCIA !I BE MATCH EXISTING. (TYPICAL) e.o.�vtN;yDR, C4�3 f - - •, Z Ui THE EX,ISTiNG FINISH F '�--'r ' �- _ _ � � �r W BOARD OF THE EXISTING GREAT ROOM. I± T r � � _.�__. -..-., _.�... T.o.TOFF PLATE ..•�W3� � . W3 � .,r__..`-+�'-4 Trz^�.. . � I PROVIDE&INSTALL NEW YR ASPHALT _ � _l..�_. 0.:..____.-. _...1 — t:,xr_:-�.rm,-,_ _ y ,••,, _...._,_ W[PJ.HDR. ROOFING SHINGLES, OVER ©ECKARMOR � "`�'� j� = Q GAF VAPOR BARRIER OR APPROVED EQUAL, { T.G_TOP P A[E-.- THESE E)RAWIN��S AND ASSOCIATED COPYRIGHTS ARE& ;..._,_M..,_ ... = ^,H C .AL RA _ REMAIN THE PROPERTY OF THE AR. [TE T [.DRAWN AND WRITTEN MATFRIA[APPEARING HEREIN CONSTITUTE PROVIDE AND INSTALL NEW ATTIC VENT. 8.0.ftl.HDR. ? I ORIGINAL AND UNPUBLISHED wC7i?K OF THE ARCHITECT I (041 I I -- III TYPE, COLOR AND STILE TO BE SELECTED I ' """' _ ��. ...__�_._.� T MAY NOT BE REPRODWED,DUPLICATELI,USED OR DISCU I BY OWNER. (TYPICAL I I ` WITHOUT!TIC WRITTEN CONSENT OF THE ARCHITECT. 0# ARCHITECT SHALL T I4AVE CONTROL OR THE 1 NO CHARGE PROVIDE AND INSTALL NEW I X-HARDIE AND sF?ALL NOT at r?ESPt5rJslESLE FOR t ocasTauCTlc)N Mt ��5 I METHODS,DEVIATIONS,TECHNIQUES,SEQUENCES Of . . FASCIA BOARD OVER SUB FASCIA, P I ROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGT IN CONNECTIONS WITH THE G"ILNtK TU'?THE ACTS tAe PROVIDE AND INSTALL NEW ALUMINUM I f W5} `.W5,> 11 k-4 j I `�, � "f OOTHER PE'tSOh 5 PEt2ELNtMINi�ANY Of T[?CRWt�ftK,?OR F J DRIP EDGE OVER FASCIA. },T.C� ENTRY P,R -.� y { THE FAILURE OF THEM To CARRY OUT THE W0IZK IN _e. vt�� I ( ACCORDANCE WITH THE CONTRACT DOCUMLNTS ALWAY .. PROVIDE AND INSTALL NEW 4"K-SERIES I �. T -_.lam__.., _,.. _ ._... v..__...., _ .._ . _ ....-..___.,_ _�- __ 4f _ �. _ I -- - __._�. _ _ _..-.__jLE�it ? DIMENSIONS D?AWEhJGS ARE NOT TOBE5CA ., � _� ,�� T.O.15"s �. cl r 1,07 GUTTER OVER I X- HARDIE FASCIA BOARDmk BRA�i I _ _ " OVER SUB FASCIA. (TYP ICAL) v`ARtE - _ __.._...... . _ __ _. ._ -.__. _ ...... 1 B.Ca.FOOTING ( _ i FOOTIFi z! t d'41%2" � j I 7.t7,BASEMENT SLAB I I (� T.O.BASEMENT SLAB jdk B.O.FOOTING L .. _,. ._. _. _. _ _., ._. _ . _ .._ y-„ _....(_ ) ui 77 `, O to PROPOSED WEST ELEVATION � 01 � � a o _- _SCALE: 1/4"- 1`-0' W cT� I Lu Lu CV 1 � � i I 1 .•'' ,�'^<c�') < r ,.•ter YES I�l� (1...T - C�00F Lli0E �"" t{ t��rt�i�, � ' - 1/2"GYPSUM BOARD FINISH. I TAPE,SPACKLE„AND PAINT - PROPOSED 2N4"WOOD STUD � + 1. a T.C?.RIC1t�c COLOR SELECITE.D BY OWNER) FRAMING(q? 16"O.C. (1)T.) l03 i `, _._. . ...... ..... _.. _ . _. . _._._....._._.. _... _. _.._....-_.. + 12 9 3f4 �` w r=!N r"'=INS ~� to __ Y"' i 1/2"GYPSUM BOARD FINISH. �-'"� _ "- " -.__a 10 ROCKWOO! R 15: 3.� �.. �C14I � ,.._......, . �__.. WOOL BATT INSULATIONI I TAPE,SPACKLE,AND PAINT �,tr' .,. a a.o,vnra,NDR '" < c i COLOR SELECTEb BY OV�rNER _ - ' -� E - _ . .... ..... ..._ . _ ....,.... ._ --._..__ --I _ . _, +i=Ta Trz EACH BAY(TYP.) ' { J \ __..- _ �. - {� �' �_. w _ Lu 1.0.1t31'PLAIL - f - � I 6 t1t It2'' c _.� � W _ ( E_._ B.U.wlr�,HDR. `T y' � ' 1 I ! 11 I ; ? I i` i F- W I ► I ! 1 ' - EXIST. WINDOWS TO REMAIN - ,` I', I co CJ z - 4 w PARTITION TYPE A I j► ' � I 1 � _ � ,�" ---- --i ,) I+ 4 I W < cry Lu SCALE: 1 1I2' - 1 -o I I 1 �._..:,...._,. ' ~ _.. j i I _ , _ W1 T.Ouj .EINTRY'FLR I ' AV p 1 1r2 Q t-- co I I t lt.X3it !-- t1' GieAUE i _ VARIES VAR?t5_ I I I PRC7.)FC`_T No ., T 112"GYPSUM BOARD FINISH. ! ! I G 35 j = TAPE, SPACKLE„AND PAINT PROPOSED 2''x4"WOOD STUD _. r�'IN (COLOR SELECTED BY OWNER) FRAMING C 16"O.C. (TYP.) B.t�.FOOTING � I I 5,0„ —_..._.. I ! 1 PROJECT DATE: r`i N r"^I N I T.O.BASEMENT SLAB I I T,t3.BASEt.II NT S[AB D E C E,Y' 6 T C 1 J2 I.. ._ :. _. _.. s;o.FCOT NG SCALE: I I rl B 0,_FOOII I 1 �A 8'3 112" 1 J2""DUROCK"CEMENT TILE WALL FINISH SET IN ! !N BOARD WALL PII�1sN, ACRYLIC ADHESIVE fit: �o� +yew AS NOTED " (SELECTED BY OWNER), PROPOSED SOUTH ELEVATION �. 02 ROCKWOOL R-115: 3 Y? DRAWN BY .! M WOOL BATT INSUILATION BATHPOCOMSIDE SCALE: 1/4"= 11-0' ! ly r LEE EACH BAY(TYP,)-- _ _- _.... _ >� o C E PANT ITION TYPE - B ,e,, 4,0. o��� `' �,` CHECKED BY: ^Pl SCALE: 1 1/2" _: 1'-10" NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR " ' 1 ? NEW BUILC}ING WRAP AS REQUIRED BY THE EXTERIOR -� EXISTING EXTERIOR WALL ( PROPOSED 2 x4'WOOD STUD (',-^�j t-�• �� L, �; !'; , NY5 ENERGY CONSERVATION COME(TYP.) - NYS ENERGY CONSERVATION CODE(TYP.) EXISTING EXTERIOR WALL PROPOSED 2"x4"WOOD STUD CONSTRUCTION TO REMAIN )„` FRAMING C� 16'O,C. (T'fP.) - 5/8"TONGUE &GROOVE EXTERIOR -• NEW 1"RIGID INSULATION 5l8"TONGUE &GROOVE EXTERIOR NEW 1"RIGID INSULATION CONSTRUCTION TO REMAIN ( FRAMING @ 16"O,C, (TYP.) _ # 1 GRADE PLYWOOD SHEATHING AND VINYL SIDING. - r iN GRADE PLYWOOD SHEATHING AND VINYL SIDING. �'T __jLolo0 L[''� } i?3rr2L? !�2332 Last ?2i}tj� I 40 �_ ILf'3'40 r—;N ! f `')` • C'� r--I N xi ' �, I t. . __ y _. _ /y _ �....... . DRAWING NO.. OF 1 _-~ '' t - 1/2 DUROCK Cf MENT^ ._ Tilfr WALL FINISH SET{S V ROCKVlrOOL'R-15: 3� 2` - PROPOSED 2"x4"WOOD STUD = 1f2:"DUROCK"CEMENT i TILE WALL FINISH SET IN ACRYLIC I _ _ „ , r-IN `'N i = 'ROCKWOO!'R-16: 3Y;2" 1/2"GYPSUM BOARD FINISH. r-"ICV r--;N BOARD WALL FINISH. ---� ACRYLIC ADHESIVE WOOL BATT INSULATION FRAMING @ 16` O.C. (TYP,) fl -IN BOARD WALL FINISH. ~- ADHESIVE(SELECTED BY OWNER), EACH BAY(TYP.j— _- '+IN WOOL BATT INSULATION TAPE, SPACKLE,AND PAINT 1 f (SELECTED BY OWNER). 01 ROCKWOOL R 23: 5 Y: PROPOSED 2"x4'`WOOD STUD EACH BAY(TYP,) - - - (COLOR SELECTED BY OWNER) I ROCKWOOL R-15: 3 f�: A3sOl t 1/2"GYPSUM BOARD WALL FINISH, INTERIOR WOOL BATT INSULATION FRAMING @ 16"O.C. (TYP.) WOOL BATT INSULATION TAPE,SPACKLE,AND!PAINT ) EACH BAY(TYP,) -'- ' '-' --- BATHROOM SIDE (COLOR SELECTED BY(OWNER). EACH BAY(TYP,) --- '-' __ __ __ DRAWING TITLE: BATHROOM.INTERIOR PARTITION TYPE - C PARTITION TYPE - D t-tRTITION TYPE - E PARTITION TYPE - F PROPOSED -. ......... _ .._�__ ___.. _ ------ � AN D SCALE: 1 1/2" = 1'-0" SCALE: 1" _ 1'-0" SCALE: 1 1/2" 1'-0" SCALE: 1 1/2" = 1'-0" i WALL PARTITIONS Q E 0 0 0 ELEVATION NOTES: ui c1q + CONSTRUCTION NOTE: Lu 0 NOTE DESCRIPTION T.O.RIDGE Ah RIDGE T pi LL'uj 0 IT IS THE INTENT OF THIS DESIGN TO HAVE + c) PROVIDE& INSTALL NEW VINYL SIDING TO Ne, c MATCH EXISTING IN COLOR, STYLE &SIZE, 0 THE PROPOSED MASTER BEDROOM FINISH z LLJ im PROVIDE AND INSTALL NEW 41,VINYL TRIM FLOOR AND FASCIA BOARD TO MATCH 0 j < -0 02 AT CORNERS. TYPE, COLOR AND STYLE TO rN 6 007 uj yn' I Lu BE MATCH EXISTING. (TYPICAL) V, < + -1/2' z T.0 TOP PLATE < THE EXISTING FINISH FLOOR AND FASCIA L ......... BOARD OF THE EXISTING GREAT ROOM. V.O WIN HDR. PROVIDE &INSTALL NEW 30 YR ASPHALT 4 7'-10 112" ROOFING SHINGLES, OVER DECKARMOR B.O. 14N.HE LP. / �2) GAF VAPOR BARRIER OR APPROVED EQUAL. 6'-10 1 t2 THESE DRAWINGS AND ASSOCIATED COPYRIGHTS ARE V REMAIN THE PROPERTY OF THE ARCHITECT,ALL DRAWIt L PROVIDE AND INSTALL NEW ATTIC VENT. 1 AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBI.ISHED WORK OF THE ARCHITECT, TYPE, COLOR AND STYLE TO BE SELECTED MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCL BY OWNER. (TYPICALWITHOUT THE MITTEN CONSENT OF THE ARCHITECT. _ _ _- .. _._ __._. __..-.__,..__ -_ I i J i i I '! I{ I THE ARCHITECT"11.NOT HAVE CONTROL OR CHARGE A I PROVIDE AND INSTALL NEW I X HARDIE AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCT;ON M! .0 Lj 1 5� METHODS,DEVIATIONS,TECHMQ11ES,SEQUENCES 0 FASCIA BOARD OVER SUB FASCIA. W. PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGI IN CONNECIIONS WITH THE WORK 1`01?THE ACTS Of PROVIDE AND INSTALL NEW ALUMI—NUM, CW ij, OMISSIONS OF THE CONTRACTOR SUBCONTRACTORS Or 0 DRIP EDGE OVER FASCIA. OTHER PERSONS PERFORMING ANY OF THE WORk,OR I J S u,mr, THE FAILURE OF THEM TO CARRY OUT THE VA-AK IN G-7 1/2' ...... ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWA) ------------ VARIESl-' DIMENSIONS AS SHOWN.D"VINGS ARE NOT TO BE SCE PROVIDE AND INSTALL NEW 4"K-SERIES GPADF GUTTER OVER I X,HARDIE FASCIA BOARD OVER SUB FASCIA. (TYPICAL) r FOOTING L 112' CL T.O.BASEMENT SLAB T.O.BASEMIENT SLAEI A 0 6'-10 1/2"�/ z 0 01 FOOTING,- ...... R,C? FOOTIN�;,-6 LLJ f3 co Lu 0 0 rt, PROPOSED EAST ELEVATION 03 ff ILL CE in Lul 0 Lu SCALE: 1/4"=- I'-01' (n --.-% um I CN UJ , 0 0 R'� U)IM V­0017' LIQE. 1, 1/2"GYPSUM BOARD FINISH. TAPE, SPACKLE,AND PAINT PROPOSED 2"x4`WOOD STUD 1!�T.0.RIDGE T 0. (COLOR SELECTED BY OWNER) I FRAMING @? 16"0,C. (TYP,) 1,0.RIDGE 4- 12'9 114"T.O.EX)RIVIEN 4 071 I C\J lyi ROOF 2: 0 0 WiN.HDR. z r—ICN 1ROCKWOOL'R 15: 3 1/2"GYPSUM BOARD FINISH, WOOL BATT INSULATION < TAPE,SPACKLE,AND PAINT 0 c < EACH BAY(TYP.) (COLOR SELECTED BY OWNER) 0 0 U-i Z __j LLj e < L.0 B.V.WN.HDR. F— uj PARTITIONuj TYPE A H, 0 ✓/ uj < C/) SCALE: 1 1/2" 1'-0" F— Lij I I Lu LIJ TO < Lu Ne, ENTRY FLr2 0 LIJ T 0 �T_FLOKv < ILI Cy) L.[­­7 GRADC VAjiii� VAJ�I E S PROJECT No.: 1/2"GYPSUM BOAPD HMSH, 23-135 TAPE, SPACKLE,AND PAINT PROPOSED 2'1x4'WOOD STUD —104 (COLOR SELECTEiD BY OWNER) MAMING C 16'O.C. (TYP.) B O.K)OIING i 8.0.FOOTING -5-0, 4-9 1/2,foll PROJECT DATE: .7 7 r--104 --ICN BASIFIVIENT SLAB DECEMBER 2023 cy) 1�0 B.O.FWIING SCALE: 1/2""DUROCK"CEMENT TILE WALL FINISH SET IN r- 0*4 04 1 or BOARD WALL FINISH,--— ACRYLIC ADHESIVE AS NOTED ;ROCKWOOL'R­15:: 3 (SELECTED BY OWNER).—' - PROPOSED NORTH ELEVAlTION 04 WOOL BATT INSULATION DRAWN BY. BATHROOM SIDE SCALE: 114"= P-O" EACH BAY(TYP.)--- At 0 J.LEE 4t, PARTITION TYPE B 057&�, CHECKED BY: SCALE: 1 1/2" 1'-0" NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR NEW BUILDING WRAP AS REQUIRED BY THE EXTERIOR EXISTING EXTERIOR WALL PROPOSED 2"x4'WOOD STUD NYS ENERGY CONSERVATION CODE (TYP.) NYS ENERGY CONSERVATION CODE (TYP,) EXISTING EXTERIOR WALL I PROPOSED 2"x4"WOOD STUD CONSTRUCTION TO REMAIN FRAMING 16"O.C. (TYP,) 5/8"TONGUE &GROOVE EXTERIOR NEW 1"RIGID INSULATION 5/61 TONGUE &GROOVE EXTERIOR NEW 1'RIGID INSULATION CONSTRUCTION TO REMAIN FRAMING 16"0,C. (TYP.) 100 IN GRADE PLYWOODA SHEATHING AND W ICO L SIDING. GRADE PLYWOOD SHEATHING AND VINYL SIDING, L0 P-- i . i LO J ii L0 ............. '7- IN x1J LO!00 L0 L0 (y) "ZI cy) r-10,j (y) PROPOSED 2"x4"WOOD STUD z 'ROCKWOOL'R-15: 3Y-,` DRAWING NO,: 1/2"DUROCK"CEMENT TILL WALL FINISH SET IN ACRYLIC OF 1 1/21"DUROCK"CEMENT TILE WALL FINISH SET IN 1/2 GYPSUM GYPSUM BOARD FINISH. WOOL GATT INSULATION FRAMING Co) 16-O.C. (TYP,) C\J BOARD WALL FINISH. ADHESIVE (SELECTED BY OWNER). 'ROCKWOOL'R-15' 3 1'2" BOARD WALL FINISH, ACRYLIC ADHESIVE EACH BAY(TYP.) 'ROCKWOOL'R-23: 5 PROPOSED 2"x4`WOOD STUD WOOL BATT INSULATION TAPE, SPACKLE, AND PAINT (SELECTED BY OWNER). 1/2"GYPSUM BOARD WALL FINISH. INTERIOR ' MAMING 9 16"O.C.(TYP.) EACH BAY(TYP.) (COLOR SELECTED BY OWNER) 'ROCKWOOUR-15: 3�2- A3 , 02 O� WOOL BATT INSULATIONWOOL BATT INSULATION TAPE, SPACKLE,AND PAIINT EACH BAY(TYP.)-­ BATHROOM SIDE (COLOR SELECTED BY 0WNER).-­­­1 BATHROOM INTERIOR EACH BAY(TYP.)----­----- DRAWING TITLE: PARTITION PARTITION PROPOSED 7 IVI PARTMON TYPE C 1- 1-NRTITION TYPE D EPA-IRTITION TYPE E F/_%RTITION TYPE E ........... ------ ELEVATIONS AND SCALE: 1 1/2" = P-10" SCALE: 1" P-13" SCALE: 1 1/2" — V-0" SCALE: 1 1/2" = P-0" WALL PARTITIONS 300#ASPHALT ROOF INSULATION BAFFEL AT EAVE, ATTIC RIDGE VENT SHINGLES OVER 30 LB, ROOF 1"AIR SPACE BELOW ROOF HOLD ROOF DECK FELT WT(4 A MINIMUM 6` DECK(TYPICAL EACH BAY) SHORT OF RIDGE l' I�l OVERLAP AND STAGGERED 300#ASPHALT ROOF C) PREFABRICATED PROPOSED CLOSED-CELL SHINGLES OVER 30 LB, ROOF SPRAY FOAM INSULATION TO FELT WITH A MINIMUM 6" 01 0 TRUSSES OF 24"O.C. MEET R-318.5 INSULATION OVERLAP AND STAGGERED 12 h S, '&L) i LT - D OF L I tjE- STRUCTURAL RIDGE 01) 'T,O R�f 4. 13'4'1- 7 PROVIDE SIMP80N STRONG 4L 0 12 ZD 0 TIE H2.5A HURRICANE HOLD 'd-"TO.DORMER s rt _RI - PROPOSED _9 Lu c%j T-- 4 1-1-2 3�/4 DOWN CLIPS. FASTENED SPRAY FOAM INSULATION ZD r-.' TO MEET R-38.5 INSULATION 0 �A4.0 1/ U-i DIRECTLY TO EACH RAFTER r w Lu Y2"Z(P ROOF DECK SYSTEM LU c WITH TAPED SEAMS, V a_, _c 3Y2"�49�'"RIDGE BEANS ON 4X�"P\6ST WITH PROVIDE ALUM DRIP �;To Lu n L) EDGE OVER FASCIA POURED CONCRETE PIER R-49 BATT FAUX TRL Lu Y24 GYP. BD OVER < !l T 10 0 2X6 CLG JOISTS 4"K-SERIES GUTTER OVER L R-4'�BATE INSULATION INSULATION MIMIC FINK TRUSS @? 16"O.C. EQUALLY SPACED _7 T.0,TOP PLATE 8.0,rTq�' q�A FOUR FAUX TRUSSES HARDIE FASCIA BOARD 3 I X < UJ 4 Q Lu Z OVER SUB FASCIA. /I G, GYP. BOARD CEILING uj 06 POST ON P.C. PIER BEYOND "N.HOR, 2"GYP, BD OVER 2X4 PROVIDE CONTINUOUSLY STUDS. TAPE SPACKLE /'�"GYP, Bb OVER 2X4 STUDS, VENTED SOFFIT WITH I X3 TAPE SPACKLE &PAINT BEDROOM ! L 22 _.iLu THESE DRAWINGS AND ASSOCIATED COPY%GHTS ARE SHALL BY OWNER HEADER. REFER TO RFMAIN THE PROPERTY Of-THE ARCHITECT,ALL MAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE Tf It STRUCTURAL PLANS ORIGINAL AND UNPURLISHED WORK OF,THE ARCHITECT AND PAINT.COLOR SELECTED NAILERS AS REQUIRED 01 �1 1 MAY NOT BE REPRODUCED,DUPLICATED,USED OR DISCLOSED NEW WINDOW, REFER TO .1 Ll 00 WT14OUT TI 11 WRITTEN CONSENT OF TI 11 ARCI ffTFC7, L WINDOW SCHEDULE v $�O.APQ�tt)N FLOOR THE ARCHITECT SHALL NOT HAVE CONTROL OR CRAR(�F OF L 11 AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, 1.0 1ST MFWDS,DWATIONS,TECHNQUES,SEQUENCES OR PRCY-EDURES,OR 1`01�SAFETY PRECAUTIONS AND PROGRAMS !N"ONNWIlUNS WIfl THE VVORK FOR IfIE ACTS OR SECTION DETAIL SECTION DETAIL �3�,�A 1:1 E omirn(W OF THE CC;NT?A("OR SJ13CONTRACTORS OR ANY VARIES 8X8P.C. PIER/ 16Xl6XlO VAI&S�ll 01 02 OTHER PERSONS PERFORM'NG ANY OF THE WORk,OR FOR FOOTING. SET TOP FLUSH u: THE FAILURE OF THEM TO CARRY OUT THE WORK IN SCALE: 3/4" V-0" SCALE: 3/4" V-0" WITH TOP OF FDN WALL Al�:CORDANCF VOTH THF CONTRACT DOCUMENTS ALWAYS USE > DIMENSIONS AS M)AIN DIZAWNGl ARE NOT TO BE,SCALED. L _BL(l FOOTING 2X4 PRESSURE TREATED WOOD SILI 300 # ASPHALT ROOF i . - - PLATE OVER TERMITE SHIELD AND SHINGLES OVER 30 LB. ROOF T 0.BASEMENt S.; 1/2'ZIP ROOF _1� T,Q BASEMENT SEAL SEALER. SECURE PLATE WITH FELT WITH A MINIMUM 6" IL 12 DIA,ANCHOR BOLT SET 7'MIN. OVERLAP AND STAGGERED , DECK SYSTEM I i 6'-10 1;2 A.U.FOOTING W/TAPED SEAMS. ui INTO CONCRETE. PROVIDE 3"X3" PROVIDE ALUM DRIP 3-GUAGE STEEL'SLOTTED WASHERS AT EACH BOLT, EDGE OVER FASCIA PROPOSED SECTION A A z 2X8 OUTLOOKS c) PROVIDE 1/2"PREIFORMED JOINT cqj 16 O.c f I uj FILLER AT PERIMERER OF SLAB ZD co IX-FASCIA BOARD P-38.5 CLOSED-CELL SCALE: 114'1� P-0` z FOUNDATION DANAPROOFING 3 to >I Q r, FROM GRADE DOWN TO OVER SUB FASCIA. 14- 10" SPRAY FOAM INSULATION, LLJLLJ 0 uf BOTTOM OF FOOTrING, PROVIDE CONTINUOUSLY C) 0 ui VENTED SOFFIT. PROVIDE PREFABRICATED PROPOSED 4,000,PSI POURED cry ui I X3 HAILERS AS REQUIRED, TRUSSES Ca)24"O.C, cn CONCRETE FOUNIDATION WALL W/ VERTICAL#5 BARS(a) 36"O.C, LINE OF ROOF (TYP.)AND CONTINUOUS #4 BARS RAKE BEYOND AT TOP AND MID POINT(TYP.) 04 6_S - CT a E c T k D U 1.0 RIDGE UJ NEW VINYL SIDING TO �OJ.0,ROGE 41' v 18-1 ; 4" CONTINUOUS 4"PIERFORATED MATCH EXISTING IN C) 4­ 4 FOUNDATION DRAINAGE PIPE, 10 111D STYLE, SIZE AND COLOR, T.G�I'CORIAFR COVERED IN 16"MIN.OF NATURAL DRAINAGE STONE AND WRAPPED <�j •�j n <0 IN FILTER FABRIC AS PER IRC. HEADER. REFER TO STRUCTURAL PLANS PROPOSED 4,000 PSI POURED I`41 CONCRETE FOOITING WITH NEW WINDOW. SEE (2) #5 BARS IN FO)OTING(TYP.) WINDOW SCHEDULE 7.0,TOP PLATE tiK B.O.WIN.HDR.r6k + 7-10 0,TOP PLATS ..­­_­_ I - B_P: gf,T O.TOP PLATE cry SECTION DETAIL SECTIC)N I L CALF: 314" 1—1-011, 0 KITCHEN ENTRY UVING ROOM L 1- 103 GREAT ROOM 01 0 < < cy) 01 0 ;;7 cn- Lu 0 tAA!N FIR N ui 0 TO.ENTRY Ft f? 1-0.GREAT IMM PLR Q — Z ui < ui (Y-1 Lij EXISTING WALL CU i 22 L NEW WINDOW.REFER 10 REMAIN Q Z TO WINDOW SCHEDULE GRAD;- 0 VARIES 0 VARIES ui < Uj > ENTRY OPEN UJ uj 3" SEAT CUSHION TO BELOW ui 3114"PLYWOOD O.1,001ING B.O.FOOT!NG Llj LO < 2)K4 BLOCKING WITH CO ILLJ CL 1/'2"PLYWOOD& 114" 2' FINISHED PLYWOOD 6' 10 112' rq_SAB�jk SE-LECTED BY OWNER BASE MOULDING AS 0,1`001ING PROJECT No,: -.3 1/2" 10 P - FfTIPJG 23-135 EX(ISTING FLOORING TO REMAIN PROPOSED SECTION B B 3�� (yw� �W3% PROJECT DATE: SCALE: 114"­ V-0" 1 1�6" i 2-011 21-10" 12-011 1 6" DECEMBER 2023 SCALE: of SECTION DETAIL DORMER PROPOSED PI AN 0 Lj--% AS NOTED SCALE:: 3/4" 7 1.011 SCALE: 3/8" l'-O" DRAWN BY: 1� 0 I ct Cc) ILEE 0 0-s-70 '1�Opcssl0W\'l*; CHECKED BY: DRAWING NO.: OF 14 A4 , 01 07 DRAWING TITLE: PROPOSED "Ooro"u"4 U,%,* h�T__R0 LL i SECTIONS AND SECTIONS DETAILS i E f Lu TABLE N 1102,4, 1 , 1 (402.4. 1 . 1 ) �� � -- _ _ _ _.___..,_._._-. . __ _ t DASHED LINE DrPiC.TS - ----INSULATION _ �-- LLB; � THERMAL r SPRAY FOAM INSULATION �.�- PERIMETER OF THER _��_.� , .x,,..,„. AND AIR I3ARRlEi� "' TO MEET R 38.5 INSULATION � COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA -- `� ,.. `� '� -` '�r� w ...-.. _...._._..._........._.._......_.__._..... _.- -- -. ....�.__.J , r r �...- N`' -� A5 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN GENERAL THE BUILDING ENVELOPE.THE EXTERIOR THERMAL ,� -�-' a ._ .... _.. ........ t _v�__ _. --� U AIR-PERMEABLE INSULATION SHALL NOT BE USED AS A SEALING MATERIAL. -� '' "" U > 1 REQUIREMENTS ENVELOPE CONTAINS A CONTINUOUS AIR BARRIER. I S pr )- _... _ :_._ . ... BREAKS/JOINTS IN THE AIR BARRIER SHALL BE SEALED, r--'- � t ;' _ R-49 BATT 3 I-_.. � > O I O L__ _ _ _. - ..'_...__._. __�..... .. ...._ __ .v_ - _.. _.. __._-�.__.. ... ...,.._. _ M.,...._.. _.__ ..._.. ... . r,r '' •r - �- __. __, _:_. __ �w J ULATI N INS W W THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING AND OR SOFFIT SHALL BE i CEILING I ATTIC GAPS IN THE AIR BARRIER SEALED.ACCESS OPENINGS, ! , f-.- I i ! t I ! I ALIGNED WITH THE AIR BARRIER, I; i,; s NEW VINYL SIDING OVER 1 R3 ZIP I DROP DOWN STAIRS OR KNEE WALL DOORS TO ( I L ! I ( �. ! ' ! t I SHEATHING WITH LIQUID APPLIED ( THESE DRAWINGS AND ASSOCIATED COPYRIG141S ARE&SHALL UNCONDITIONED ATTIC SPACES SHALL BE SEALED. `� m �; �' + t i _ •-.. ' I ! ; i � FLASHING T L EA ! ' REMAIN THE PROPEI2TY OF THE ARCHTECT,ALL DRAWINGS _m__.. I , A AL SEAMS, INSTALL OVER i .w,- ... .. �.._.. . i ) S I j! ;i _._...,._.___...... __....... ._ q q _. }..__.__ ...r AND WRITTEN tv1ATERIAt APPEAF21PfUHEREINCONSTITUTETHE CAVITIES WITHIN CORNERS AND HEADERS OF FRAME WALLS SHALL BE ( ! j I, ' i I 2X4 STUDS @ 1 b O.C.WITH R-15 3.5 I ORICANAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE JUNCTION OF THE FOUNDATION AND SILL PLATE ; i I I i t I' I I ? I I MAY NOT BE REPRODUCED,DUPLICATED.USED OR DISCLOSED INSULATED BY COMPLETELY FILLING THE CAVITY WITH A MATERIAL HAVING A I I I LL _ _ MINERAL WOOL INSULATION AT ALL( ! 11 i \ WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SHALL BE SEALED.THE JUNCTION OF THE TOP PLATE THERMAL RESISTANCE OF R 3 PER INCH MIPJ. EXTERIOR THERMAL ENVELOPE 1 -- -- E -' `1 � BAYS,AIR SEAL ALL STUDS&SILL PLATES.WALLSW_,4 ! I I AND THE TOP OF EXTERIOR WALLS SHALL BE SEALED. t _ ----m..._._ .:_. ..... ___.._. ____._ ____ ...-.._..__....____.__.__....._............. __ . _-zm..._ INSULATION FOR FRAMED WALLS SHALL BE INSTALLED IN SUBSTANTIAL I I + I i j i i I THE ARCHITECT BE RESPONSIKE NOT HAVE OR CONSTRUCTIONTROL CHARGE OF ' I KNEE WALLS SHALL BE SEALED. CONTACT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER, AND MET DEVIATIONS,TECHNIQUES.SEQUENCES OR PROCEDURES,OR FOR SAFETY PRECAUTIONS ANDPROGRAM$ I IN CONNECTIONS WITTH THE WORK FOR THE ACTS OR t THE SPACE BETWEEN WINDOW JAMBS, DOOR JAMBS I ' - r... - I 'S!, o TH JBCO OM( E CONTRACTOR Si NTRACTORS OR ANY I SKYLIGHTS, AND FRAMING, AND THE SPACE BETWEEN SKYLIGHTS -_ I '�" l 'Y— -- - -- -- -- �- -- -- -- - -- -- -- -- -- -. _ ___ _•.. _._) OTHER PERSONS PFRF'ORMING ANY OF THE WORK,OR FOR WINDOWS&DOORS ! _..___..... ____..___.__....____._......__._,.._,w_._....__ �` I THE FAILURE Of TIIEM TO CARRYOUT Till WORK IN AND FRAMING SHALL BE SEALED _ �02� f ( ...t ACCORDANCE WITH THE CONTRACT DOCUMENTS ALWAYS USE _..._._--._ _� ___._ __ _._ ___.__....._.._ ...__ __-____.,..__._..___...__ �_w...._ ..� _ _ . __ ...._. _ _ ___ I I I I \A5.01 s I t,IrnENSlOras AS SHOWN.Dt?AW(J�5 ARE NOT TO BE SCAt ED. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED f, I �_......•- I , �pt� P A` iv I FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED TO MAINTAIN I u W __ _ ___`_ __ _ ___L_.1 _ __ __.__ _ _____ _" o�,PS PERMANENT CONTACT WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR FLOORS INCLUDING ( t THE AIR BARRIER SHALL BE INSTALLED AT ANY EXPOSED FLOOR FRAMING CAVITY INSULATION SHALL BE PERMITTED TO BE IN ABOVE GARAGE AND I EDGE OF INSULATION. CONTACT WITH THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION I I i _ I ° ~ CANTILEVERED FLOORS) INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING;AND EXTENDS FROM I cr `C w �^fFiE BOTTOM TO THE TOP OF ALL PERIMETER FLOOR FRAMING MEMBERS. L __ __.__ __ ._. __ ._. _.. ._,.1 ._._._ ...� ,_ _. .._ ,... ._. .... ,,. . . _. w ... ...._..__.. ...__�. .. _ _..u: _ __ _. _�v.... .a ° 57G y �,� n- I EXPOSED EARTH IN UNVENTILATED CRAWL SPACES �! :�S;�ION�VF. j Z I WHERE PROVIDED INSTEAD OF FLOOR INSULATION, INSULATION SHALL BE CRAWL SPACE WALLS SHALL BE COVERED WITH A CLASS 1 VAPOR RETARDER I PERMANENTLY ATTACHED TO CRAWL SPACE WALLS. WITH OVERLAPPING JOINTS TAPED, PROPOSED NORTH ELEVATION - a2 w _ _ _ .__-_.___. _ . .___._.____ -- -.. _ _T ___._.........._ BATTS IN NARROW CAVITIES SHALL BE CUT TO FIT, OR NARROW CAVITIES SCALE: 1/4"- T'-0" w O r, NARROW CAVITIES =yy SHALL BE FILLED BY INSULATION THAT ON INSTALLATION READILY � 1 a ! Li CONFORMS TO THE AVAILABLE CAVITY SPACE. ! C ' U AIR SEALING SHALL BE PROVIDED BETWEEN THE w GARAGE SEPARATION --- cV) w i 0 ccn GARAGE AND CONDITIONED SPACES. I - RECESSED LIGHT FIXTURES INSTALLED IN THE THERMAL RECESSED LIGHT FIXTURES INSTALLED IN THE BUILDING THERMAL ENVELOPE I I RECESSED LIGHTING ; f � - ___ :..__ N ENVELOPE SHALL BE SEALED TO THE DRYWALL. SHALL BE AIR TIGHT AND IC RATED. _. _!__._ - _. -- ._.._. ._ _._ AIR SEALING NOTES. � o � } BATT INSULATION SHALL BE CUT TO FIT AROUND WIRING AND PLUMBING IN PLUMBING EXTERIOR WALLS, OR INSULATION THAT ON INSTALLATION CONFORMS TO AND WIRING _^+ AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING THE BUILDING THEPVAAL ENVELOPE SHALL BE DURABLY SEALED TO LIMIT INFILTRATION, THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL ALLOW FOR DIFFERENTIAL EXPANSION & CONTRACTION. Ci , THE FOLLOWING SHALL BE CAUL SKE ATHER STRIPPED OR SEALED WITH AN AIR BARRIER MATERIAL, SUITABLE FILM OR SOLID MATERIAL. �<-d- < C� O0 CAULKED, GA TE E IA , SU t : ! D D W L T cv �ro �ct f THE AIR BARRIER INSTALLED AT EXTERIOR WALLS I __ __................. _.,...,. ._.__ _.W_.� _ �_ _,. ._:._....._......_... ... .,_,... ...._._.._ _....__.___._....._._.__...___._._ _ ___ . ___ _.,,.._ . . SHOWER J TUB ADJACENT TO SHOWERS AND TUBS SHALL SEPARATE EXTERIOR WALLS ADJACENT TO SHOWERS AND TUBS SHALL BE INSULATED. 1) ALL JOINTS, SEAMS AND'SNETRATIONS. 9) COMMON WALLS BETWEEN DWELLING UNITS. ON EXTERIOR WALL THEM FROM THE SHOWERS AND TUBS. 15) SILL PLATES AND HEADERS. FOAM PLASTIC (SPRAY FOAM INSULATION)SHALL BE I 2) SITE-BUILT WINDOWS, DOORS AND SKYLIGHTS. ; 10) ATTIC ACCESS OPENINGS PERMITTED TO BE SPRAY APPLIED TO SILL PLATE, HEADER,AND RIM JOISTS I --r j 3) OPENINGS BETWEEN WINDC N/AND DOOR ASSEMBLIES AND THEIR RESPECTIVE 11) RIM JOISTS JUNCTIONS. VVITHOJ'THE THERMAL BARRIER AS SPECIFIED IN NYSRBC SECTION 3 T 6.5.1 i ( ELECTRICAL/ THE AIR BARRIER SHALL BE INSTALLED BEHIND i SUBJECT TO THE FOLLOWING: PHONE BOX ON ELECTRICAL OR COMMON CATION BOXES OR i JAMBS AND FRAMING. i I F � ! 12j OTHER SOURCES OF INFILTRATION. �" � EXTERIOR WALLS AIR-SEALED BOXES SHALL 3E INSiALLED. A. THE MAXIMUM THICKNESS OF THE FOAM PLASTIC SHALL BE 3 _ I 4) UTILITY PENETRATIONS 13) ET IS THE CONTRACTORS RESPONSIBILITY TO ACHIEVE THE REQUIRED AIR LEAKAGE B. "HE DENSITY OF THE FOAM PLASTIC SHALL BE IN THE RANGE OF 0.5 HVAC REGISTER BOOTS= � PENETRATE BUILDING i 5) DROPPED CEILINGS OR CHASES ADJACENT TO THERMAL ENVELOPE. � RATE (3 AIR CHANGES PER FIR)AND BE !N COMPLIANCE WITH ALL THE Tb 2.0 POUNDS PER CUBIC FOOT. I t HVAC THERMAL ENVELOPE SHALL BE SEALED TO THE --- I b) KNEE WALLS MANDATORY SPECS AS PER SECTION N1102.4(R402,4)OF THE NYSRBC. C. ::1E FOAM PLASTIC SHALL HAVE A FLAME SPREAD INDEX OF 25 OR REGISTER BOOTS ' ,tee 5UBFLdbR OR DRYWALL. I LESS AND AN COMPLEMENTARY SMOKE DEVELOPED INDEX OF 450 ___.... L_...._.... . _ _..,_ .,_ _ ,. _:.... .___. _...__ __.._.__ .:-.__._. , _ ..: ( 7) WALLS AND CEILINGS SE1t-,!,.ZATING THE GARAGE FROM CONDITIONED SPACES, 14) SEE TABLE N1102.4.1,1 (402,4.1.1)AIR BARRIER AND INSULATION INSTALLATION Q� OR LESS WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL FOR MORE INFORMATION. _ 8) BEHIND TUBS AND SPOWERS3 ON EXTERIOR WALLS. 723. O Z � w Lu AIR SEALED ELEOCTRICALD THE USE OFBOXES FOR m n ry W <� Q <f F---- ELECTRICAL WIRE AIR ("� C" CONTINUOUS MINIMAL _. _ I".. Lu < '�""J �SWITCHES, OUTLETS, JUNCTIONS, ETC. EXPANDING FOAM AT (: CONTINUOUS �_ Lu(� �.... roll WINDOW PERIMETER— 1 /✓ BEAD OF SEALANT' TOP PLATE < F-- w CONTINUOUS BEAD OF Lu Lo LO SEALANT AROUND .-� CONTINUOUS --_` " J r,- r, `' d h=- c ) W PERIMETER OF WINDOW- BEAD OF SEALANT EXPANDING WINDOW UNIT FOAM SEALANT a SPOPOSOAMCLOSED-CELLLATiON WRAP TYVAK DRAINWRAP __----CONTINUOUS SEALANT AT /�j BATH EXHAUST FAN 7 r-" AS AIR BARRIER `, TO MEET?38.51NSULAT,'ON AS AIR BARRIER AS PER WALL STJD (r INTERSECTION OF CEILING �, MANUFACTURERS SPECS.- r- CONTINUOUS MINJIMAL �� =--��""'l r-^' GELLING GYPSUM BOARD PROJECT No.; . ! f ,�. _ _ 1�.M EXPANDING S MINI AT JOIST AND TOP PLATE _ �,� CONTINUOUS BEAD I f C �" / JOIST OF SEALANT - - - 7 CONTINUOUS BEAD OF ; / WINDOW PERIMETlER jam__ CONTINUOUS SEALANT 1 �, --- ADHESIVE BETWEENi, <t (,.' � ` ,�-_�W` �' 23` 1 35 SEALANT AROUND AT INTERSECTION OF X PLYWOOD AND RIM CONTINUOUS BEALD � s r ! \ JOISTS. PERIMETER OF WINDOW -�-- Imo' -� � GYPSUM WALL BOARD CONTINUOUS � � .. OF SEALANT `� " , ;\\ \ �{ _ PROJECT DATE: --- % AND TOP PLATE AIR BARRIER TYVAK DRAINWRAP INSTALL _.- ��' �. END RAFTERS •'� Tt SEALANT AT �- � AS AIR BARRIER AS PER T -- RAFTER UNDER PLYWD �.._.. DE CEMBEf� 2023 GABLE END STUDS• , -._ MANUFACTURERS SPECS.-- CORNER _� -v _ CONTINUOUS �„� � CONDITION BEFORE AIR SEALING '`......._.`- - }'� GYP. BOARD CEILING 'r TOP OF TOP PLATE / / INTERSECTION 1/2"INSULATION BOARD- - I l 1: CONTINUOUS SILL SEALER PLUMBING PIPE-- "" ' I'Y ..'- -' CONTINUOUS SEALANT I `� SEALANT ALONG / _ SCALE i' _.... ......._-.. - AT INTERSECTION OF �/' ,. �� - 1/2"GYPSUM BOARD OVER PLYWD. SHEATHING I TOP PLATE �, SILL PLATE - —�, �, r INSULATED WALL -- 2X4 STUDS, TAPE, SPACKLE PLYWOOD SHEATHING .. !' / � -�--�--:-.-�--_ , FOUNDATION WALL ;-'•' - _- -'- /� /'/ TERMITE SHIELL?w-'-1 �' �� CONTINUOUS r- ? - BUILT-UP RIGID FOAM BOX I /� / -*" O &PAINT. COLOR$Y OWNER AS NOTED I AND TOP PLATE -- - / ZIP SYSTEM LIQUID A5 AIR BARRIER EXPANDING CEILING JOIST SEALANT AROUND �, WITH ALL SEAMS TAPED `�/\\/, • CONCRETE SLAB FOAM SEALANT (�f I '' ' FOUNDATION WALLL- '' f k APPLIED FLASHING T _.____HEADER. REFER TO �._,,.1/ f PERIMETER OF BOX-- ... i OVER FAN HOUSING. i\' �% ,, .,,__.._..___ GYPSUM CEILING W,' AT PERIMETER OF STRUCTURAL PLANS DRAWN BY: I -- PROVIDE CONTINIJOOUS SEAL ..0 irf S WINDOW OPENING. \. A5 AIR BABBLER , TWO PIECE RIGID FOAM CUT WALL STUD- -� r CONTINUOUS , --; ---,--- -- BETWEEN SILL PLATES AND TERMITE , ,• I ( SEALANT AROUND SNUG TO EXHAUST DUCT, CONTINUOUS MIN, FOAM AT SHIELD AND BETWELEN TERMITE -''' i __ _ - J.LEE ,/ti • ' � �i\� t DUCT PENETRATION - - - TAPE SEAM BETWEEN PIECES NEW WINDOW, SEE - WINDOW PERIMETER.CAULK SHIELD AND FOUNMATION WALL------J WINDOW SCHEDULE ENTIRE PERIMETER BOTH SIDES. - CHECKED BY: AIR SEALING AT EXTERIOR WALL AIR SEALING PENETRATIONS THRU WALL PLATES ATTIC GABLE END AIR SEALING PERIMETEIR FOUNDATION WALL- CONDITION AFTER AIR SEALING AIR SEALING DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE T NOT TO SCALE NOTE TO SCALE -" 1/2"RIGID INSULATION GYPSUM WALL I ATTIC VENTILATION BAFFLE r FULL WIDTH OF BAY _ / AS AI DRAINWRAP INSTALL - DASHED LINE DENOTES ZIP -- BOARD AS AIR �� ' / ry AS AIR BARRIER AS PER %" / TAPE AT ALL WINDOW SILLS TOP PLATE - BARRIER TYPICAL N NOTCH CEILING JOIST '- _ j / ZIP SYSTEM LIQUID APPLIED --•� I, � ,, - VENTED AIRSPACE r MANUFACTURERS SPECS. DRYWALL FOR ,, AND JAMBS, TYIP. ' FOR BAFFEL WIDTH-' ? �µ J/ ✓ FLASHING AT PERIMETER ( ) LEDGER BOARD-,---,,,, INTERIOR r-- INSULATED WALL `, ATTIC INSULATION ' �' PLYWD, SHEATHING �` t' OF WINDOW OPENING, ---- I �,� _ CEILING JOISTS I �- BEND MOWN !� t INTERIOR CONTINUOUS BEAD CONDIfi1bNEd SPACE ; ` D SPACE >� BAFFEL TO PROVIDE / f! GYP BOARD ; ' �,; LL-- �----- - OF SEALANT AROUND _ ;` 'i' - _ f f GYP BOARD / ij t r AIR DAMMING y;; tr , I r/ INSU O IATED WA N C DITIONE -S'PA ENTIRE PERIMETER OF + . t� CONTINUOUS BEAD OF SEALANT r -..--...-..__... . .; SOLID CLOSURIE CONTINUOUS ; +f r�, ( UN-CONDITIONED SPACE ! '_ � - PLYWD. SUBFLOOR '' + _._ =i�-P EXTERIOR j 1l2"GYPSUM BOARD OVER CLOSURE BLOCK -- - 3 BLOCK AT EACIH BAY BEAD OF SEALANT-" �I ,;� (; ___._.__ _- _. I _ _ �. AIR BARRIER BAIT INSULATION I CONTINUOUS BEAD OF SEALANT I ` ` _ 2X4 STUDS. TAPE, SPACKLE 1 I ! IDEALLY, `� / 1 CONT. R3 ZIP SHEATHING & PAINT.COLOR BY OWNER r FLOOR BAND JOISTS - OPEN CAVITY I Ti �, ✓ 1/2 RIGID INSULATION ` � FLOOR JOIST j ! ' + DRAWING NO.: OF 14 GYP BOARD— �`'' I `- T 2"PLYWOOD �� BETWEEN SUBFLOOR WITH LIQUID APPLIED ; CONTINUOUS BEAD "- FULL HEIGHT STIUDS / ( I CO S INTERIOR C __ ; . ,�_ � ; � AND DRYWALL , � FLASHING AT ALL SEAMS, ' " � OF SEALANT CEILING JOIST M- -- 5/8"TYPE X GYP BD 1/2 PLYWD. - BAND JOIST F y _ CONDITIONED SPACE GYPSUM WALLBOARD EXTERIOR INSULATED WALL {'C CONTINUOUS BEAD OF SEALANT - - `_ - _.....:___._:..,._..__..__.__ _...._.._.... . A5 , 01 GYPSUM WALL ' ! ' I t. p~ I f i I AS AIR BARRIER TYPICAL "' TYVAK DRAINWRAP INSTALL .:-_. BOARD AS AIR I/ „( AS AIR BARRIER AS PER j ` �-- PLYWOOD SUBFLOOR DRAWING TITLE: BARRIER TYPICAL ! I,I ,: �^ INTERIOR GYPSUM WALLBOARD MANUFACTURERS SPECS, <� �� ZD AS AIR BARRIER TYPICAL DETAIL TO CONTROL AIR LEAKAGE PROPOSED THROUGH WALL CAVITY INTO ATTIC SPACE SEALING AT FLOOR BAND JOIST INTERFACE AIR SEALING AT SOFFIT INTERFACE AIR SEAWI G AT UPPER FLOOR BAND JOIST TYPICAL SEALENT APPLICATION AIR SEALING DETAIL AIR SEALING _--__-_..-----______..___.____.____._ . _ . . .______.. __..__ .. . NOT'TO SCALE NOT TO SCALE NOT TO SCALE NOTES & DETAILS NOT TO SCALE NOT TO SCALE SCALE: /4" — 1'-O" I