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Home My WebLink About51835-Z �o4,*of souTyO`o Town of Southold * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46656 Date: 11/10/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 3655 Stillwater Ave Cutchogue, NY 11935 Sec/Block/Lot: 136.-2-11 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/21/2025 Pursuant to which Building Permit No. 51835 and dated: 04/17/2025 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: "As-built" interior alterations including porch repairs and partial conversion of garage into habitable space to an existing single-family dwelling as applied for. The certificate is issued to: Castagnola AL Rev Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51835 10/27/2025 PLUMBERS CERTIFICATION: Michael Ruisi 9/18/2025 Qi/)VW:e4m luthovized ratuiv �o4aofsouTyo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51835 Date: 04/17/2025 Permission is hereby granted to: Ann Castagnola PO BOX 34 Cutchogue, NY 11935 To: Legalize interior alterations and porch repairs to include the partial conversion of the garage into habitable space to an existing single-family dwelling as applied for. Floodplain development permit is required. Premises Located at: 3655 Stillwater Ave, Cutchogue, NY 11935 SCTM# 136.-2-11 Pursuant to application dated 02/21/2025 and approved by the Building Inspector. To expire on 04/17/2027. Contractors: Required Inspections: Fees: As Built Alteration $1,130.00 CO Single Family Dwelling-Addition/Alteration $100.00 Flood Permit $150.00 Total S1,380.00 (D Building Inspector o��OF SOUjyo! �L 1✓ 5 (36 5� `L(J�l,l5 (O e r � o .TOWN OF SOUTHOLD.BUILDING DEPT. 631-765-1802 INSPECT[ON [ ] 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: Ki cV eVl. (fir Wousk Q-K — DATE Co INSPECTOR a 50UTyOlo &55 :7 /`/f/1 a T e.,— * # -TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING / STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 1�4 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: k1l �a <a��a� 31 DATE 5 INSPECTOR SOUI��I 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 11971-0959 �Q Vi BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Eric Jadow Address: 3655 Stillwater Ave City: Cutchogue St: NY Zip: 11935 Building Permit#: 51835 Section: 136 Block: 2 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Country Club Electric License No: 63975ME SITE DETAILS Office Use Only Indoor Basement I- Service F Solar F Outdoor 1st Floor I✓! Pool F- Spa r Renovation 2nd Floor F" Hot Tub I- Generator F, Survey 1- Attic rrl Garage rl Battery Storage rF71 INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph (- Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Cooktop Gas Recessed Fixtures 18 CO Detectors Sub Panel A/C Blower Range Recpt 50A Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Gas Emergency Strobe Heat Detectors Disconnect Switches 8 4'LED Exit Fixtures Other Equipment: Fridge, DW, Double Wall Oven, Gas Cooktop, W/D, (4) 120Combo Breakers Notes: Kitchen, Laundry & Powder Room Inspector Signature: X Date: October 27, 2025 Sean Devlin Electrical Inspector sean.devlin(cD-town.southold.ny.us 3655 Sti I Iwate rKitch en Bath Lau nd ry Town Hell Annex �� Telephone(631)765-1602 54375 Main Road t S. P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 5- Owner: (Please print) Plumber: fit'✓�S+ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day o 20 KOMM P.ROD$CKER NOTARY PUBLIC,Bkri of NW Y0* No.C1ROW99,O GuviflW in S,dfMk Coin CamMmlon 6�In,Bpt 2G,20 Notary Public l(,- County 1 hO��OF SOUTyOIo # * 'TOWN OF SOUTHOLD BUILDING'DEPT. coorm, 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY l [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM RKS: �a$Nffv 40 ZfN 4, a q- [,� L,��loor �r U� DATE ANSPECTOR •� + OF SOUTyO� '* * ' TOWN OF'SOUTHOLD.BUILDING DEPT. "you 631-765-1802 INSPECTI-ON. ' [ ] .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: lNsr9(&5krv\_ q_l Iu D DATE INSPECTOR � SOUIyOIo # * TOWN OF SOUTHOLD BUILDING DEPT. `yVou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ INAL A.�,- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 2otr jt_ olgeaMe rn 42 -4,oA�nS 0/7 CA&IP fc M ck� ix 0644bi ' 5dl.64fi pr oz �. DATE INSPECTOR O AL. N 10 lip Big. 11 ii Jig Cm "RICO' tl UE is is If [if Lj -253 39 s � � Nil f . ► �ll w ,. Lv } c j...r. It ht ilot ftn ., a ai, �-��g3s s_ _ _� � ��`-�- �.� • �� .�- _- -� .. _ 0 s � x� � q j 7 / FFF 1 • 10, 9- 23 - Z � �Si S 3s i FIELD INSPECTION REPORT DATE— COMMkN'rs FOUNDATION (IST) -------------------------------------- ----- ........... FOUNDATION (2ND) ...... ------------- ROUGH FRAMING & ... ------- PLUMBING .. ........... ---------- INSULATION PER N. Y. STATE ENERGY CODE ?0/7 KeAo 0/7 gh, = Ni ............ qt FINAL cr% ADDITIONAL COMMENTS C, ----- ------- 0 0 q - 2a -15 re-c ------------ 4 ----------- .......... .................. \�Oxp acto OEM `p\ BUILDING DEPARTMENT- Electrical AY 3 0 2025 TOWN OF SOUTHOLD artment Town Hall Annex- 54375 Main Road - PO BRC11 all ep f Southold Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/29/26 Company Name: Country Club Electric Electrician's Name: Eric Sousa License No.: 63975 Elec. email: countryclubelectric@gmail.com Elec. Phone No: 631 664 7960 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 603 Wading River NY 11792 JOB SITE INFORMATION (All Information Required) Name: Ann Castagnola Address: 3655 Stillwater Ave, Cutchogue Cross Street: willow st Phone No.: 6316647960 Bldg.Permit#: 51835 email: countryclubelectric@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): wire new kitchen and washroom on first floor Square Footage: l000 Circle All That Apply: Is job ready for inspection?: ❑ YES RV 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 1 2 H Frame F1 Pole Work done on Service? FJY FIN Additional Information: PAYMENT DUE WITH APPLICATION 513p1a5 Qd !0,15p t'eC,A X\0 4 11 E v E � V E 31 20�5 fM rf��e�FFltj � L. `v BUILDING DEPARTMENT- Electrical 1 s ctoY' TOWN OF SOUTHOLD Department ;f � Town Hall Annex - 54375 Main Road - PO 1394' jdN Southold Southold, New York 11971-0959 Telephone (631) 765-1802 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/29/26 Company Name: Country Club Electric Electrician's Name: Eric Sousa License No.: 63975 Elec. email: countryclubelectric@gmail.com Elec. Phone No: 631 664 7960 0 1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 603 Wading River NY 11792 JOB SITE INFORMATION (All Information Required) Name: Ann Castagnola Address: 3655 Stillwater Ave, Cutchogue Cross Street: willow st Phone No.: 6316647960 Bldg.Permit#: 51835 email: countryclubelectric@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): wire new kitchen and washroom on first floor Square Footage: I l000 Circle All That Apply: Is job ready for inspection?: ❑ YES❑✓ NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES F%-/] 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 1 FJ2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION �1,s01ac� QA eso recce »Ua171 PERMIT# Address: Switches � I Outlets ( r GFI's ' I Surface Sconces H H'si a UC Lts Fridge ( HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven j XAR Sump Heater Trnsfmr Smokes DWI Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPA Disc Combo Cooktop5,Pr_s' Minisplit Blower AC AH Hood I Blower Service Amps Have Used Sub Amps Have Used Comments 0 OCIt 0 c o�S�fFf]( �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�01 �ao�� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only !r f p PERMIT N0. SIMS Building Inspector: FEBF E B 2 1 2025 i. . Applications and_fornns must be.tilled outtn the6k entirety tmgmplete. applications will not b'e accepted:'Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be compieted. f Date:2/20/25 OWNER(S)OF,PROPERTY: Name:AnnCastagnola SCTM#1000-136-02-11 Project Address:3655 Stillwater_Avenue. Cutchogue,_NY 11935. Phone#:631.786-7831 _ Email:acastagnola@comcast.net MailingAddress:PO,Box 34 CutchOgue,NY 11935 CONTACT PERSON: ' Name:Michael Sudano Mailing Address:90 Senix Ave Center Moriches NY 11934 Phone#:631 _874-0568 _ ,_._....__ .._.__._ ._.. Email:MSS@SudanOArch,itecture_com DESIGN PROFESSIONAL,INFORMATION. Name:Michael Sudano Mailing Address:90 Senix Ave Center Moriches NY 11934 Phone#:631 874-0568 _ Ema! MSS@SudanoArchitecture.com CONTRACTOR INFORMATION: Name:Cliff Kitz MairngAddress:PO Box_603. ading._RiverNY It79.2__. Phone#631-903-0800 Email:Kitztructionlnq@gmp,ii.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑0the r $95,000 Will the lot be regraded? DYes R o Will excess fill be removed from premises? ❑Yes I3No 1 S. PROPERTY INFORMATION Existing use of property:Residence Intended use of property:Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes 8 No IF YES, PROVIDE A COPY. IN Check Sox After Reading: The owner/cmrtractor/design professional is responsible for all drainage and storm crater 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,bulldlnj code, housing code and regulations and to admit authorized inspectors on premises and in buildingis)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.AS of the New York State Penal Law. Application Submitted By(pr' e):M i eh ae I S u d a n o BAuthorized Agent ❑Owner Signature of Applicant: Date: Z/ /7 -, l/ STATE OF NEW YORKr)SS.r,, COUNTY OF Z '-gV1 ) Michael Sudano being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 'n -140 1 day of �lil Notary Public KELLY PAGE-GORYCKI Notary Public-State of New York PROPERTY OWNER AUTHORIZATION No.01 PA6306W4 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Exp.06/23/20 a� ,, Ann Castagnola residing at m6 !mus, 'l'1�2_ kSA�- _W'Q"1A9, do hereby authorize M i ch a e l S u d a n o to apply on my behalf to the Town of Southold Building Department for approval as described herein. •t,91ZX Owner's Sigriature Date KIyN C A�aNOG� �U 1 OYLAN B KEOUGH Print Owner's Name J [Lots. NOTARY PUBLfa,STATE OF NEW YO Registration No.01KE0017682 2 Qualified in Suffblk County Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Ann Castagnola residing at (Print property owner's name) (Mailing Address) do hereby authorize Michael Sudano (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signa e) (Date) A�d c &—;T�a�(�oi A (Print Owner's Name) 2D 2� DYLAN B KEOUC91i NOTARY PUBLIC.STATE OF NEW YORK Registration No.01 KE0017682 Qualified in Suff®ik County Commission Expires 12/04/2027 =�o.�sFdt'r�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 hops`.//www:southoldtownnygoy, Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone: AE 6 FIRM Panel:36103C0163H SCTM#1000 1 36-02-1 1 Address: 3655 Stillwater Avenue city: Cutchogue Zip: 11935 CONTACT PERSON: Name: Michael Sudano Phone#: 631 874-0568 Mailing Address: 90 Senix Ave Center Moriches NY 11934 PROJECT DESCRIPTION:. Proposed interior alterations SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY.) Type of Structure Type of Structural Activity IN Residential(1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑ Demolition of existing structure ❑Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) ❑Alteration to existing structure ❑ Manufactured Home ❑ Other: Interior Alteration ❑ Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY) ❑Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑Other development not listed (specify): None By signing below I agree to the terms and conditions of this permit and-certify to the.best of my knowledge the information contained in this application is•true and accurate.[understand,that no work may start until a permit is issued.The permit may be revoked if any !false statements are made herein:If revoked,all work must cease until permit is re-issued.Development shall not be used.or occupied until a Cert.of Compliance is issued.The permit will expire-if no work is commenced within one year of issuance.Other permits may be required to fulfill,regulatory requirements.Applicant 'ves consent to local authority or representative to make reasonable inspections to verify compliance. Application Submitted By(print nam el Sudano Signature of Applicant: Date: 4-17-25 �O Town Hall Annex '��® Gam. Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 Arv. }of RUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION..PRE-ENGINEERED. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2/21/25 Owner: Ann Castagnola Location of Property: .- 3655 Stillwater Avenue Cutchogue, NY 11935 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure x 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) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): X Floor framing, including girders and beams (F) Roof frameg,' �E ED R 5 0 Floor ing (FR) Signature: _ '9T 036276 oQ� Name (person submitting this form): Michael Sudano Capacity(check applicable line): Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 J �� N I W N LO CV � o V 3 �p4�• J 1' O 00 o� o�• � "S V \ °-oa\ °� s �sFA� .•. Q�op�� + I \ Coll,\ \ I e\ y►;2 e' \ ( el W I �ao° / \ �I �G•��O •� • ° 11 � •' ° v 1t 00 a . t7 \\ �� ov• 9 v" \ O 0J0S• 1 \\ v Q. 1 I I \ u ° v. vl W ° W 9" SURVEY OF LOTS 21 , 22 & 23 MAP OF PROPERTY OF M. S . HAND FILE No. 730 FILED SEPTEMBER 18, 1930 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-136-02- 1 1 SCALE 1 "=20' NOVEMBER 21 , 2024 0.11 JANUARY 9, 2025 ADD FLOOD ZONES S �' AREA = 46,054 sq. ft. (TO TIE LINE) 1 .057 ac. O , O�tk �93sr 301. F CERTIFIED TO: ANN CASTAGNOLA yc `� SPANO ABSTRACT SERVICE Corp. #SP51020—S >T° FIRST AMERICAN TITLE INSURANCE COMPANY 05, ti 0.�6•; Is" O �?-' ��0 �• / / \ z -Ile / UNE OF UMITED'iWAVE ACTION loll 619 7.0 N h� ZONE AE (EL 6) — �/' co' /+ \` M '� `" �.°4 / NOTES: ,� o4 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Q � y 9c� y EXISTING ELEVATIONS ARE SHOWN THUS: KK e F.FL — FIRST FLOOR j G-FL. — GARAGE FLOOR e ' e ° �.; - ' e 4.:.�� ;. 9• e 6�� T8 — TOP OF BULKHEAD .e e :► .. �PQ� cOy��L�'y a �e d . a ~ " e e "dv °' 'a'a. a a i j I/ BB — BOTTOM OF BULKHEAD POO jy ° •° 7. Oy ii.� +� 2. FLOOD ZONE INFORMATION TAKEN FROM: V. e ` e GRAB DRN A / ° e d �'' d. e° ea o•'► Gy?C� ��F + �0 FLOOD INSURANCE RATE MAP No. 36103CO163 H d e d e e. / e _L7 �19t��` ZONE AE: BASE FLOOD ELEVATIONS DETERMINED • .d a .1 e e , �f P .•• v e. ° ! ° e e / ° � � �+ sx 1�Ip�o ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD • �!� �r�� O WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN e E` + •:• - : v • 0 �// / d d. e / y ,/ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. • , p a e� // +� S`I�' ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. O, e d v ' PREPARED IN ACCORDANCE WITH THE MINIMUM v e e ° e' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED - ►v •' •, v• �� e /�G�o 'J� BY THE LIALS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND vC� S a S TITLE ASSOCIATION. v' ► ONF�B e !• • < UK"_ . � \ �4F�y N.Y.S. Uc. No. 50467 ' == UNAUTHORIZED IS^ °ION �N Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE E°`�''�°" LAW. Land Surveyor •• COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR • • '� EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Stanle J. Isaksen, Jr. LS. TO BE A VALID TRUE COPY. Jose A. Ingegno LS. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND 727-2090631 Fax (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND PHONE ( ) TO THE ASSIGNEES OF THE LENDING INSTI— OFFICES LDCAIED AT MAILING ADDRESS TU ION. CERTIFICATIONS ARE NOT TRANSFERABLE 1586 Main Road P.O. Box 16 THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E—Mail: NCorwin30aol.com 44— 0 APPROVED AS NOTED DATE•_B.P.# 5 ) 036 FEE�� • BY: COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT AT NEW YORK STATE&TOWN CODES 631-765-1802 8AM TO 4PM FOR THE S REQUIRED AND CONDITIONS OF FOLLOWING INSPECTIONS: SOUMLDTOWNZM FOUNDATION-TWO REQUIRED SOUIHOLOTOWN PUWNINGBOARD FOR POURED CONCRETE SO UTHOLDTOWNTRUSTEES ROUGH-FRAMING&PLUMBING N.Y.S.DEC INSULATION SOUMOLD HPC FINAL-CONSTRUCTION MUST $CHO BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED PLUMBER CER77FICA77ON ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY FLOOD ZONE,. E SOLDER USED 1N WATER ppMpLy y�Ty CHAPTER d:46"SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. FLOOD DAMAGE PREVENTION SOUTHOLD' TOWN CODE, -PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING Fire separation required as per NYS Code TRUSS PLACARDING REQUIRED ISSUED FOR: DATE DESCRIPTION MUM DOB SUBMISSION 411M DOB SUBMISSION S 9 C ��°y F REVISIONS NO. DATE DESCRIPTION i 02, D V \ F+ 5 s� _ � � •£ p� Mn°I Eeh to Ee NOTES: c r 4 1 / I. ELEVATIONS ARE REFS EXISTINGq ELEVATIO o \ �M1 ° / • 1 o f eg// 1R\M i• - a ea 7 / ,+-� ;�' •°e O -y�q, 2. FLOOD ZONE INFORM A w. w•+u° °'�E'9 'o i '}. + 2° FLOOD INSURANCE.RA `�S ZONE AD SASE LO( o yy1.\ ♦�-`. .�Y / moo/ �¢ +/4 y°�11�a0�Yp�1�A ZONC XE: AREAS 00 WTH AVE O ME � / / /+ �A°c(u�u7 R�S�VN7� ZONE x: AREA:JDCT 1L '�DF NE`NyOP 03ima TINTMeA THEg R/VS NBiE _1 41 + MJISRa3] MID MYo�MV F °/ / �PAD FMFES� Z ne NEW tt STATE BQ%l �v DRAWING SITE PLAN o\so / • PROJECT: Castagnola ¢. Residence 3655 Stillwater Avenue, Cutchogue,NY 11935 SITE 2 E PLAN DATE 1/725 PROJECT NO. 25NO2-Castagaola DRAWN BY MS i CHECK BY. MS DWG NO. SP-01 SCALE SHT.NO. AS NOTED ISSUED FOR: • DATE DESCRIPTION Proj ect . 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION as a a esi ( nce t nol I e 3655 Stillwater Avenue • • i i REVISIONS NO. DATE DESCRIPTION Cutchogue 119 NY 35 SCTM # 1000 136 02 11 MN 4' V.T R i MN. 4' V.T.R. _-- ROOF I 1 I I I I I National Flood Hazard Layer FIRMette Z, FEM 72'28'3M 41'1'3"N I 4'HW I 4"CW 1 I � I (EL16 FFeet) I I I I U I I I I NOTE' 0` I I BATH I I NEW FlXrURES TO COMPLY VW1 CODE • _ a. U I 2W l I I REQUIREMENTS FOR CERTIFED =z w 2'V 2'V 2Vj WATER SAVING PLUMBM ~ I I I I FIXTURES 77 9CE t i i i ALL PLUMBING WORK SHALL Q; W.C. I i CONFORM TO IRC PLUMBING (CODE O Z tEL�7Feet} t SHOWER I M {ELT6'Feet 2ND FLOOR I SI &ECT LU III! UTa 2W 360813 I 3'S I ,.n 3/4'HW i O' It 112-V ___ AR1EA t7F MIt JIMA ;LOOD HAZARD i O I 1 I UI BATH 1 2'V I 2'V I I I 2-V LNDRY KITCHEN i C,�(G ID A yj 3'S GQ FCC W.C. I I a "� •► iql WASHER DW tr L7016- t) set 1ST FLOOR Z" a Feet 1:6,000 72'2T57w41"635"st I GAF Q88278 Q` O 0 250 500 1,000 1,500 2,000 3'S 2'W 2'W i OF N � Basemap Imagery Sourvice:USGS National Map 2023 I TO EWTNG SYSTEM f ITS er THIS CERTIFIES THAT THESE PLANS WERE FIRMA MAP OF 9/25/09 - ZONE AE6 PLUMBING RISER DIAGRAM PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY HOUSE IS OUTSIDE OF THE FLOOD ZONE SCALE: N.T.S. JUDGEMEE NTE COMPLY WITH AL LATICES L PROASIDnlS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. DRAWING COVER SHEET DRAWING INDEX CODE INFORMATION Minimum Uniformly Distributed Live Loads : Table R3Ot5 T-01 COVER SHEET 2 220 Residential Code of New York State(publication date:November 2019) A-01 EXISTING FLOOR PLAS 2020 Building Code of New York State(publication date:November 2019 USE LIVE LOAD DEAD LOAD 2020 Plumbing Code of New York State(publication date:November 2019) A-02 FLOOR PLANS N-01 FASTENER & STRAPPING SCHEDULE & MISC. DETAILS 2020 Mechanical Code of New York State(publication date:November 2019) Exterior B21COnl@S 40 psf 10 psf A-03 SECTION N-02 AIR SEALING DETAILS 2020 Fuel Gas Code of New York State(publication date:November 2019) p P G-01 GENERAL NOTES 2020 Fire Code of New York State(publication date:November 2019) Decks 40 psf 10 psf 2020 Property Maintenance Code of New York State(publication date:November 2019) G-02 GENERAL NOTES 2020 Existing Building Code of New York State(publication date:November 2019 Passenger Vehicle Garages 50 psf as per plan PROJECT: 2020 Energy Conservation Construction Code of New York State(publication date:Novembers 2019) C a sta { 1 O a 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings("ASSHRAE 90.1-2016") ATTICS without Storage 10 psf 10 psf a ICC A117.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adoppted Accessibility Sign ATTICS with Storage 20 psf 10 psf Residence v TABLE R301.2(1) ROOMS other than sleeping rooms 40 psf 10 psf 3655 Stillwater Avenue, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Sleeping Rooms 30 psf 10 psf �¢ Y Cutchogue, NY 11935 WIND DESIGN SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf ICE SHIELD LIMIT OF GROUND WIND BORNE SEISMIC WINTER MODERATE AIR MEAN Guardrails and Handrails 200 psf 10 psf TOPOGRAPHICALSPECIAL WIND UNDERLAY- FLOOD SNOW SPEED(MPH) DEBRIS DESIGN FROST LINE DESIGN WAVE FREEZING ANNUAL DATE 1/7/25 EFFECTS REGION WEATHERING TERMITE MENT HAZARDS ROOFS : �j' PROJECT N0. 25/002-Castagnola LOAD ZONE CATEGORY DEPTH TEMP REQUIRED ACTION INDEX TEMP Flat or rise less than 4 inches per foot(1:3) 16 psf %Rise 4 inches per ft. less than 12 inches per 20 psf 140 NO NO YES B SEVERE 3 FEET HEAVY 15 YES X NO 452 52.7 DEG. 12 psf 10 psf DRAWN BY MS MANUAL J DESIGN CRITERIA Compliance statement: aM,, CHECK BY. MS '. ALTITUDE HEATING DESIGN The proposed building design described here Is consistent with the building �. � ` ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION INTERIOR DESIGN TEMPERATt'URE TEMPERATURE plans, specifications, and other calculations submitted with the permit DWG NO. FACTOR TEMPERATURE DIFFEREN4CE COOLING application. The proposed bulking has been designed to meet the 2018 ECC i f requirements in REScheck and to comply with the mandatory requirements 98 FT 40' N 12.5 DEG 85 DEG 1 70, 75 DEG 55 DEG listed in the REScheck Inspection Checklist. COOLING WIND VELOCITY HEATING WIC VELOCITY COOLING COINCIDENT WET BULB DAILY RANGE WINTER HUMIIDITY SUMMER HUMIQIY T-01 TEMPERATURE DIFFERENCE SCALE SHT. NO. 15 15 MPH 7.5 72 DEG MEDIUM 44-55% 32 GR05oiRIH AS NOTED ISSUED FOR: DATE DESCRIPTION 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION tk �tio �QJ o cl� S Lill REVISIONS NO. DATE DESCRIPTION FyT •J e 9TFp" 9 0 O2 St q JJ t�G� P 3,ppQ Q� O NO ppp GPe \ —— L1NE OF LfM(TE / :J WAVE ACTION / F U °°P ° e�Ho � ` Y,1 . j `� �Cj Q o U) PROP20SED INTERIO\E �F°� t_ Q' ALTEFRATIONS TO c^c ON \. s- � / Ed D0STnNG HOUSE (450 ��o 1. U' v r <<p P c�R OVERHfADWlp_E'S__% O Gl 1 m O ` 9 — // to O° °O p y�� >. OOP °°o / E, \Q) C? o+o ZONE qE (EL 6) 9s� °° 2c+ �v-°L r. ��0 °� s� Cie NOTES: '` °L<. ps'\G�o" ° e e ^ e d 9<i^ °ti c^ •�'• Z2 1 . ELEVATIONS ARE REFE `•' 41 a> �y� e��a / e ° d °d ° d c� °moo EXISTING ELEVATIO a- O n d e e d ° ° 9. t^°O- ade E� G.FL. — GARAGE FLOOR ^Rwwua - G`. [L U� .'„„".lie � O IT 3 may. / TB - TOP OF BULKHEA ► '. ° ° \G/ n d a /<° ° d Zp ' °.'4 BB - BOTTOM OF BULK e - - - - - d GRAVEL ORIVEWAY� e ° Q�J�� a 7/ d, d `9q. za0� �q 2. FLOOD ZONE INFORM D d ° ° a e ° °� P FLOOD INSURANCE R d ° q` �� ZONE AE: BASE FLO �' . „ Tt °\ �s�'• eps� ° ��e� �Fy �, s o �� e �c ,,°� �, 11 p ZONE X*: AREAS OF YZ WITH AVER * O . • ? .. Q P PROPOSED PARTUIL V A CONVERSION OF �,� i,�I 1 SQUARE ,o•' w O'\ // d n e ° / �/ NG SPICE TO LS E (124 F) s� ZONE X: AREAS DET ° d ► / / FOF PIEV'',l v •�. G ZONE X �,,,,� ° THS CERTIFIES THAT TFESE PLANS WERE DIRECTIONPREPARED UNDER MY SUPERVISION AND TO THE BEST OF MY 4 %I' KNOWLEDGE BELIEF° � AND PROFESSIONAL JUDGEMENT COMPLY WITH TFIE LATEST d PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION, BUILDING CODE �Fyr F�aG AND TFE NEW YORK STATE ENERGY ' • o \ a e° / \�/ CONSERVATION CONSTRUCTION CODE. I a DRAWING lB Fp // .. . ,: .• •. °+� ° / ��o SITE PLAN d+ e ° •. SpNRG\y(tB ... . . •, e B�oGKVEEpRNEWp,Y PROJECT: Castagnola Resid ence ence 3655 Stillwater Avenue, Cutchogue, NY 11935 SITE PLAN SCALE 7-20' DATE 117/25 PROJECT NO. 25/002-Castagnola DRAWN BY MS I CHECK BY. MS DWG NO. S P-01 SCALE SHT. NO. AS NOTED i ISSUED FOR: DATE DESCRIPTION 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION REVISIONS ------ _ -__ NO. DATE DESCRIPTION i II 11 I� __ I I 1 1 LL JJ I I I I __� 1 I 1 -- -- -- - ---- --- I I BATH \\ \ / ,' — CIL -- DINETTE I _� _ ii u KITCHEN -- -- I I I III L 1__ L1�____1 , I I J BEDROOM I I r------- ��' ,' � HALLWAY I n i I Wy I , i rT- -- ----------7-1 BEDROOM - — LIVIPNG RM I I 1 1 1 1 11 �1CIL `�----- r'CL I t------ I 31 I I II I �iF----- L i I ----- II I BEDROOM FOYER CL ;iF------ CL II _ E--'- BATH II T, GARAGE i -------- ------ ---- ------- t , w Or--------------------------------------- z I 1 •� � Q I t --- I 0 I I I I " '• I I I I ^ n I I Y 1 < 1 I A I I J ( 1 m I I O 1 I EXISTING SECOND FLOOR PLAN oG r° N I I i I A-01 SCALE V4'=1'-0' ' , I I t I ps o L) DR 1 EXISTING FIRST FLOOR PLAN A-01 SCALE 1/4 440 �� J► i � o i I 1 0382'fe �pQ� pF N THS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT COMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE DRAWING EXISTING FLOOR PLANS PROJECT: Castagnola Residence 3655 Stillwater Avenue, Cutchogue, NY 11935 DATE 1/7/25 PROJECT NO. 25/002-Castagno►a DRAWN BY MS RF�ENTIAI CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH - -- FLASHING SHALL BE INSTALLED AT WALL AND - — NOTE NOTE SYMBOL LEGEND NOTE: CHECK BY. MS VI�YPSUM BID RAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A R31311 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENIT WOOD STAR & RALNG TO BEE OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO EXTG.WALLS TO BE REMOVED —____-- *I� SPRAY FOAM INSULATION N ALL CATHEDRAL (CEILINGS. SPECKLED-3 OATS MNl ON ALL CHANGE N ROOF SLOPE OR DIRECTIONk AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RMISER HGT CHECK FOR BEARING CAPACITY of SOL AND WATER ® SINGLE&MULTPLE STATION SMOKE ALARMS DWG NO. WALLS & CELINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS 8-V4' & MN. TREAD DEPTH SFHALL BE EXTG WALLS TO REMAIN *�Q SPRAY FOAM INSULATION N ALL FLAT CEI.NCS. BE CORROSION RESISTANT (MNR\AUM 26 GALM BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COM1A RCIAL POWER OR AN ON-SITE ELECTRICAL 9D M R HEAD ROOM 6'-8'.HANDRAIL ON TABLE LEVEL O CARBON MONOXDE DETECTOR SMOKE DETECTOR I V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO MATCH APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAR,I AT LEAST ONE SIDE OF STARIWAY. NEW CONSTRUCTION B 2� SPRAY FOAM INSULATION N ALL FLOORS OVER V2 (TAPED & ;SPECKLED-3 COATS R313L POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN UNCONDffIOIJED SPACE BID.MNJ BEHIND ALL TUBS. SHOWERS, N NEW CONSTRUCTION, THE REQURED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. HCHT NOT TO BE LEESS THAN ® BEARING WALL ?� I SPRAY FOAM INSULATION ALL EXTERIOR WALILS.AWAY FROM THE HOUSE MAINTAIN MIN. 6' CLEAR A �O 34' & NOT MORE THAN 36'AB30VE FROM BOTTOM OF NEW SIDING TO GRADE /` '� 1 SINKS & WC NI BATHROOMS. (TYP) ALL VALLEYS, Ct BvINEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BULDNG R313.42 EXISTING BUILDINGS STAR TREAD NOSNG. HAPDRAaL SHALL �( POST TERMINATION NEW P.0 FND.WALL RAKES TO RECEVE 'STORMGUARD' LEAK BARRIER WRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HAVE A PERtvETER DIvENSION l OF AT HOLD DOWN SEE SHT NF-01 *TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SIPACES. BY 'GAF' OR APPROVED EQUAL AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTNG BULDNGS UNDERGOING REPAR, ALTERATION, LEAST 4' & NOT GREATER THAAN 6-V4' CONTRACTOR TO VERIFY EXISTING FIRST FLOOR CS-WSP 11 ADDITION, OR RELOCTON N WINDOW HEADER SIZES. MIN. SIZE TO BE 024 URO. T.G. TEMPERED GLASS (Continuo *sheathed�strmttral ! e�ttLATION BY'owENs COMM OR APPROVED E�I�I SCALE SHT. N0. � RAKES. EXTEND UNDERLAYMENIT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE � OCCUPANCY, W/ A MAX CROSS SECTION OFF 2-V4'. FASTENERS 6'EDGE 1T FIELD INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WRNG SHALL BE ACCORDANCE WITH APPENDD( J AS NOTED _ I ISSUED FOR: 111 F1 ill DATE DESCRIPTION LU03 P4035 03 2/21/25 DOB SUBMISSION I WINDOW ELEVATION 4/1/25 DOB SUBMISSION 1T-6' 3'-6' 2'-0' -- EXIST WINDOW MI6 5'-9' T- " T- - --- ---- - -- ----- -- -- - - - -- --- ----- ---- --- - ---- - --- - --- -- � EXIST WINDOW EXIST DOOR EXIST WINDOW (3�-V4' LVL FOR (UPSET) TW2032-��- P4 035 4TW2032J FW0768 RE]v10 _ cr� - ----- -- -- -- - - - - - - -- -- ------- - ----- -------- -) I EXIST�iEADEA POST (2)2x10HDRp 3-1/2' DIA. STEEL 1 \r43)2x4 SINK i OW i ( I COLUMN TO FND. I I I I - I Z ( 3 WALL BELOW I 1 a I ( I 1 I K KITCHEN t I II CARNET LAYOUT BY OTHERS I I I I N I N G 1 _ _�• T-4' S'-9' I STOVE TO BE VENTED I CRAWL SPACE ILA 1 Z - Cn . I DIRECTLY TO EXTERIOR 5' Z -I PROVIDE BACKDRAFT g l I I I 71 I o I J 1 t,, CENTER ISLAND d 0 ! DAMPER (AS PER Rc REVISIONS FIRED I EXISTING 2x F-J. 0 16' O.C. (V ) F1 ® S ( Se I OIL F ED I �' ARM AIR FURNAC _ � _ I i � " BHA �1 � I NO. DATE DESCRIPTION —I i - -- - -- - ---- - - -- - -1 `off' C� C� r -- --- _ _ ST. (3)2x8 GIfR _ _ _ I LI ING RM 1 N (2-V4' LVL FOR L _ J L _J L_ -- -- I i I iuPSET' ill ml - --- - -- - - - - --- _ " 11------!I�r EXIST. CONC. PERS I (- ( I 41 G I I I (3)2x4 POST 2'-6' ��• Z I � I r------- � l � x I I ____-! 2668 BARN DOOR I FTGS TO REMAIN I I ( - ) EXIST IS STAIRCASE I I r _ I ° ( p TO REMAIN y -- A s� I I I 1 SHELVING sHIEivING -7 1 I I I I � DRY13t TO BE VBJTI� � 0 � ° DIRECTLY TO EXTERIOR. 0 co I U. b' I I i I PANTRY. 1-- ill GALV POST ANCHOR MODEL - c�,p PROVIDE BACKDRAFT BATH 00 • ABu44 ON 20'x20'x18'D I I -- - 1 FOYER O DAWER (AS PER RC CODE) N � N PER FOOTING TO BEAR ON ( I ~ RA IL R A4 o I I VIRGIN SOIL (TYP OF 2) 3-1/2' DIA. STEEL O ' VANITY`y i COLUMN TO FND. 1 D W SHELVING c° ! WINDOW ELEVATION L- - --- - - - - - - - -- ------- - - -- - - -- - -� ( WALL BELOW ° 1 P/T (2)2x8 I DR ::: P/T (2)2x8 HDR ` ;"'•: P/T FI (2)2x8 -�----—- r . ^ ---- ---- '+ EXIST WINDOW EXIST DOOR (2)2x HDR 80 GALLON ELECTRIC - - -- - --- - - -- - --- - ------- - --- --, I I I 20-minute WATER HEATER PROVIDE NOTE r------------fire-rated rat d door, -'I-- ---- - - 3 �� R-15 NSLL N WALLS AND THE GARAGE AREA SHALL BE FIRE i SEPERATION FROM THE RESIDENCE C"> self-closing device. M R-21 NSUL N GEEING & ITS ATTIC AREAL PROVIDE 5/8' I ,'� NOTE O ZEMST TpCO�N SLAB ON GRADE TO REMAIN I TYPE T FIRE RATED GYP.BD ON WALLS. CEILING ON GARAGE ci EXIST CONCRETE I I THE GARAGE AREA SHALL BE FIRE I I I I SLAB TO REMAIN I z SEPERATION FROM THE RESIDENCE I I & ITS ATTIC AREA PROVIDE 5/8' I ( I I q I 9_10' 3'-4' •I TYPE 'X' FIRE RAT® GYP BD ON I I I R31423Attached garages. cc r , wALLs, CEILING ON GARAGE i- --- - - Heat detection rated for the ambient I I CU I I ( I outdoor temperatures shag be installed in PORCH i GARAGE I v tL L--- - - -- -- - - -- ------ I new garages that are attached to or I located within new and existing dwellings. EXIST HDR TO REMAIN I I R31423Attached garages , U I Heat detection rated for the ambient Heat detection shag be installed in a - - - - - - - - new garages that are attached to or , • C ----- --- - --- - ---- central location and i1 accordance with NEW Roth Z a> EXIST GARAGE DOOR outdoor temperatures shag be installed in <' U the manufacturer s instructions Double Ch1 Storage Tanks located within new and existing dwellings. "U a Heat detection shag be installed ii a < -C < FIRST FLOOR PLAN 10 275 GALLONcentral are n accordance with s nstructions 1 FOU lDATIOI� P U 7D A-03 SCALE: 1/4'=Y-O' A-04 SCALE U/4'=T-0' t;°' ' i _ J r W c� q=Outer of '. r` `' o j r N ... °' � 7 T 12'-3' 5'-6' �i: 8'-8' 31.5"where a handrail Is Installed on one side and 27' �— -- T_0' T-6- T-6' 1/p4 Joist - 0 where handrags are provided on both aides, i d t Max. f I TW20 10-TG 1/3 Joist 2"Min. Handrail height•34"-38"'from the i I 11 I I I I depth,Max. 1/3 Joist - -- --- - rtaPall of the nosing to the top of the ' i 1! I I ! i o l I I depth,Max. 1/6,Joist � D A Openings shag not allow i i1 I I I I 1 -----------i L------- ------ - ----- -- -- -- -- ---- ----J L----------- deptlh,Max. �I NEW 36' VANTY �? paasago of a sphere � 1 I 11. I ll i BATH GO 4 tnchet3orrrare M I I 1 I i (n CL a Solid sawn joist and rafter notching and boring Illmlts ALLOWABLE HOLES - Healders and Beams diameter i IRser�I I -- — REPLACE CL 0 1.55E TimberStrand® LSL Headers and! Beams Altreapis must beequal i I I t 2468 EXIST TOLET XIS Type 1 handrela In depth ind cannot be less I 2 x diameter of the 2 x diameter of the then tC�tfB"In depth depth largest hole(minimum) largest hole(minimum) Allowed hole zone Handrails with a -1f•the rtstr is open clrcularerosssectlon �I1 BEDROOM 'Sj► y0 1 U4'Mlnlmum 2668 Notch FOF 21g Nosings required on treads I I SD SD d diameter-T fees than fl In depth I j i Stringer O HALLWAY O depth e 3/4d Hole edge O O o Maximum d1fimaer ea g o ® distance>8/8" Outer 1/3 0} 0 0 0 o 1 Maximum � ��z5;'-- spen only - - Hole diameter I 0 rlscro arc permitted. <s/bd THIS CERTIFIES THAT THESE PLANS WERE Ncircula►Handrall Al risers must be equal BEDROOMmotor 4"Mtn, in height and cannot provided that the o 5riot CL stud single stud Hole diameterPREPARED UNDER MY DIRECTION AND HEADER MAXIMUM ROUND V4'Max R1scr betwxn treads dots not O s 3/5d SUPERVISION AND TO THE BEST OF MY 8" DEPTH HOLE SIZE 8" exceed�1/4 N hetAht permit the Passage of a CL DmWe Stud JUDKNOWLEDGE, DENfT COMPLY AND WITH THE PROFESSIONAL S ON L 3„ EST (For type 2-see NY5 315,2) 4-Inch-dlamcwr sphere. Plate le edge PROVISIONS OF THE NEW YORK STATE General Notes 14"to 16" 4„ SHO distance>5/8" UNIFORM FIRE PREVENTION, BUILDING CODE • Round holes only See illustration for allowed hole zone b AND THE NEW YORK STATE ENERGY • No holes in headers or beams in plank orientation. C �IIINFILL CONSERVATION CONSTRUCTION CODE. FLOOR OPENING THE BEDROOM STRUCTURE r iLevelTM Trus Joist® Headers and Beams CL -WOOD STAIR & RAILING 0 DRAWING Other �' ' o T.B.S. BY OWNER (SEE NOTE) FLOOR PLANS � CONNECTION F MULTIPLE PIECES ao Stud notching and boring Illmlts Microllam® LVL OF TOP-LOADED BEAMS(1) BATH DOUBLE F-J. & TRIMMERS 1.3E TimberStrand® and Parallamo PSL LSL hole zone hole zone 2 x diametex of the depth 1a'Width Pieces: AROUND STAIRCASE OPENING General Attachment of Ledger Board to Band Joist or Rim Board largest hole;(minimum) ----------- -- ----------- - ------- ---- -------------- i r----------- r----------- Do NOT cut,notch or drill • Minimum of 3 rows IOd(3"x 0.128")nails at 12"o.c. + + O 1 + remove siding at ledger I I I i exterior sheathing r holes in headers except as I I 3 I I prior to installation Indicated an illustrations • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. I I I I existing stud wall d o and tables. for 14"and deeper beams threshold carefuRly flashed and • If using 12d(3j")or larger nails,the number of 5�_T existing 2x band joist e e ca,, D to prevent water intrusion Microltam® LVL and nailing rows maybe reduced by one. or 1"minimum -continuous Clashing _ REMOVE CLOSET FLOOR PROJECT: ParatlamePSL HEADER MAXIMUM ROUND MAINTAIN MR 6'-8' EWP rim board with drip edge allowed hole zone DEPTH HOLE SIZE 31"Width Pieces: HEADROOM AT STAR -deck joist middle�,span 4" 1" • Minimum of 2 rows "bolts at 2"m:n. C a s to g n o I a 1 " 24"o.c.staggered 1 SECOND FLOOR PLAN j d 1.3E TimberStrand® LSL allowed hole zorne d 7"to 20" 2" 1-5/8"mini Residence 5"max.` See illustration for Allowed Hole Zone (1)Load must be applied evenly across entire A-05 SCALE 1/4'=T-0' T" 1 f2"diameter lag 2x floor 2"min. beam width.Otherwise,use connections for joist, screws or 3655 Stillwater Avenue, wood I-joist, NY 11935 General Notes side-loaded beams. ) st, through-bolts with or NiPCWT washers Cutchogue, • Allowed hole zone suitable for uniformly loaded headers and beaims only. Additional nailing or bolting may be joist hanger • Round holes only L6 required with side-loaded multiple-member existing beams.Refer to current product literature, foundation wall 2x ledger board; must be greater • No holes in cantilevers. P DATE 1/7/25 than or equal to the depth of the • No holes in headers or beams in plank orientation. deck joist and n0 greater than the depth of the band joist PROJECT NO. 25/002-Castagnola DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE; NOTE SYMBOL LEGEND NOTE: fig. CHECK BY. MS r VV2 NOTE BD. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A R313.11 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCUaRENT WOOD STAR & RAILING. TO BEE EXTC� WALLS TO REMOVED ------- •8 4 SPRAY FOAM INSULATION N ALL CATHEDRAL CEILINGS. SELECTED BY OWNER (MAX RAISER HGT OWNER RESPONSIBLE FOR ORDERNG SOL TEST TO SPACKLED-3 COATS MIN) ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION SMOKE ALARMS SHALL BE PERMITTED TO BE ® SNIA E&N U-TPLE STATION SMOKE ALARMSDWG NO. COCK FOR BEARING CAPACITY OF SOL AND WATERIEXTG.WALLS TO REMM WALLS & CELNIGS. (TYP) I AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS NEW CONSTRUCTION '� '— •B?.0 SPRAY FOAM INSULATION N ALL FLOORS 0 BE CORROSION RESISTANT UviMMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN OWSTTE ELECTRICAL M MI & MN TREAD DEPTH NCR L BE TABLE LEVEL O CARBON MONOXIDE DETECTOR SMOKE DETECTOR •@ Q SPRAY FOAM INSULATION N ALL FLAT OVER . APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, MIN HEAD ROOM 6'-8'. HANORAL ON OVER V2' MOISTURE (RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO MATCH AT LEAST ONE SIDE OF STARIWAY• CONTRACTOR TO RE-GRADE EXISTNG EARTH. PTCH a UNCONDrfIONED SPACE R313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR 100 CFM FAN A _O^ BD. (TAPED & S3PACKL®-3 COATS p��; HANDRAIL HGHT NOT TO BE LLESS THAN AWAY FROM THE HOUSE MAINTAIN MgJ. 6' CLEAR ® ! E3EARNG WALL T •B� SPRAY FOAM INSULATION ALL EXfffIIOR WAILLS. K L MNJ BEHIND ALLL TUBS, SHOWER N NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WiTH APPENDIX J. � 34' & NOT MORE THAN 36 ABOVE FROM BOTTOM OF NEW SIDING TO GRADE -� SINKS & W.0 N I BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHAM RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.42 EXISTING BUILDINGS STAR TREAD NOSING. HANDRAIL SHALL X POST T83MNATION i NEW PC FND.WALL ! RAKES TO REMVE 'STORMGIJARD' LEAK BARKER WRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HAVE A PERivETET3 DMENSON I OF AT HOLD DOWN SEE SHT N-01 •TO BE PROVIDE N CELNGS EXPOSED TO UNHEATED SPACES. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR BY'GAF' OR APPROVED EQUAL AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER TWAN 6-V4' T.G. TEMPERED GLASS �-� [VSl1LA_TIaJ BY'OWENS CORNING' OR APPROVED EOWAL SCALE SHT. N0. RAKES. EXTEND UNDERLAYME NT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED. SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION N W/ A MAX CROSS SECTION OPF 2-V4'. WINDOW HEADER SIZES. MiN1 S� TO BE (2)2x6 U N O. (Cantirxausy sheathed wood structural panel) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WITH APPENDIX J. FASTENETiS 6'EDGE 12'FE-D AS NOTED I ISSUED FOR: DATE DESCRIPTION 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION EXIST C.J. r T/O 2ND FL. PLATE m �T R-30 NSIL T/O 2ND FLOOR REVISIONS EXISTING 2x10 F.J. 0 16' O.C. NLF) T/O 1ST FL PLATE _ (2)9-'V4 LVL HDR (2YZx8lpR OC ® NO. DATE DESCRIPTION j WINDOWS & DOORS BY'ANDERSEIT - 1 W/ MILL DP35 RATING OR EQUAL W/ TRIM T.ME (TYP) U VALUE ■°30 SHG-.31 FOYER TYPICAL EXTERIOR WALL CONST_ PORCH SIDING THE `aQo 1 'T'YVEK' HOUSE WRAP -- 3/4' PLYWO. SUBFLOC)R 3 V2' CDX PLYWD. SHEATHING, GLUED AND NAILED (TYP) 2x4 STUDS 0 16' O.C. W/ R-21 NSUL SPRAY FOAM EXISTING 2x10 F.J.3 ALIGN EMT OONCFETE 0 IF O.C. N.F) M TO REMAN T/O FIRST FLOOR (ELEV. 91)UI _ T/O GARAGE (ELEV. 81) u� R 257NJ3U .:..- P/T(2)2x6 FtJFiAVERAGE GRADE (ELEV. 727 *1CRAWLSPACE P/T GALV POST AN�C�OR MODEL * ABU44 Generated b�r RE-SChack-Web SOftware EXIST. FIND. WALL & *� ON 12' DIA P.C. PER FOOTING BELLED ---- TO 14' MN 3'-0 BELOW GRADE TO Certificate BEAR ON VIRGIN SClL (TYP OF 2) Comow%lic FTG TO REMAIN N1F) Project Castagnola Residence 1 SECTION A-03 SCALE: 1/4'=1'-0' Energy Code- 2018 IECC Location: Southold, New Yorlt r ----------- Construction Type: Single-family F V! Project Tyre: Addition 0, t- Project SubType: None FUw-t Climate Z01,1e: 4 5572 HDD) Permit Date: < > (D � L Permit dumber: Q AN Electric false < g 0 IS Renewable false U U Has Ct?arge't false o 0 r Has Battery: false , cd Has PeatPun^p: false CHAPTER 11 [RE] ENERGY Er€'ICIENCY � '� � � Q C TABLE N1102.4.1.1 (R402.4.1.1) U AIR BARRIER AND IitSULATiOtl INSTALLATIOND vi �) _ Construction Site: Oivner/Agent: Desianer/Contractor: "."' ' > o N 1 RtiCttac'I Sudano COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITEP.IA C, t Michael Sudaria AfCI:ILect PC A CGD't'r,u3_uS.11f b3!7!Cr r11a'i too fi'rt 7!!f•l7 in Itio bJiIa! .g u c� 505EitiIX.AVE a Y f`r n r r: o r r '="�-.••}7Ce. ii t,_ C�,I_ _. tr-.. tm S, t:l'iJ<_,.�i�C�nts..r._ CS Y Center fooriches.Ncri York 11934 �nc: al a QuirC.li_n,s �•.ir_ n r:ease !C It:sulation _51'. ll rot L+c Used v:s .� ti'ali?li3*1 iai'rtal., v� � � 6318740568 contiruousr: air burner Lrt'aks or jo:nts in tiin air barner "55?•SUDA"JOARCHtTECTURE.CO•.I '' a! s 0 lit_ a,r G rrii=ir in any rr3peeJ cetl,t!J c,; sof'.!snarl t•_ o` o 011 01"' ' ,. ` .. �!' i !� ! ,!:;� �e3!,{,ed .1!tilr the ui_t_ �_,_ , sees_ 3. , Pars ,,� ui. „F._1 3.tu a _c.11 _t,_!t br, 6 DIAMETER -� - -- -- w't'..- �`.. �. tf.«!# x�.c yr i»1, •" ,r' ' _ t9'! lfi;•U! !'i ft7 ante RC P!:•i' nCl'�s. ,• .. i _CI rr!:J7.. N _._._ ._. _..._._. _ 1td3 t An 3ligni_ 7 w. r1 th=` air b� i} r. 'CCr;5 O�tl`'ll?p.rx . ��:l' 1"r ;^5 �t* + -li e+,;r•::, DA CCncriar.ce 6.8o BeKerTtan Code f3cFrum u%• 44 vau rUl 41 t3�:,mu m 5W.G--_ 0.40 0.31 The%Better or Ytarse Tha r Code tnfex rcflecs hoto dose fz con d erce the house is based an coda kraCc.tXf n teaan' �`�� •7'� C LY}tS ht'JT provide an rs rnatc of energy t5c or[osr relative to a nininut t�tdr F+�rtC. L?'�; T b�,?h ri CCft1C'!S h+='3�C''r Cf(r3r!!i' 1'. "S i,te i !t{ ti0p''i •=f't ±f_'U'if;3tir,{-, an {ill (�!a 2. Sti511 L'e_ca'c,0, srn!l t t in=ut3tc.d by CCrnr,!ntel fi) 'e, tfi=•CJ:':ty W.A-,_-j iD •. I �� GO��i� S.D i_-!-`'D'r-'f3El" L':1 i�•�Or,. }"_ fl'i I'1 fD L'Cr,,`i'F i'3r,}.. c� it1 Li'r' Ut 5 far ^r'U"i',DItCt` CCi'r;F��'IdD:Ce �'.}ttr ft w'1=�_I-,rib i.. Lixl`t �laL-L:i"-r1t-J3C" �'1 i11'= i f''-J frr:*P71n er ti!•'topf''31:C and the tcp of C.)"!e6of t."t�llS cr �I PSIS z, -e s nt r._=.� + fi D Ur ,r `. _ LI",_.rn._ f_ tut=_. C�. r1_ _ .rt3 -3 t =iCI ``.., ' r tr.. r :. =.r alt,�. Knot, cial's sh3 ., sci!'•r4 r r - - r h rt REFLECTrIVE WHITE O tt'+ trtl'i!'1 l.','I' C'rDr:•:ay q:lii�E i'7tUi3.l+)"'1 F,_+.:,I,„D_ el ,rt Lr .._ D r�;1i-"��:"l.Yirtt_,. - - - - - - 3 f �_ t IJ_ CxtCfi � tt`+'�rr!'ii; r•t;'✓�l^_IIC' lii_'.�3It=t� rCf f,?r•1[d Y.ii l�4..�'t t�L art�_3I.Cd tr' REFLECTIVE RED �, '' � 1uDtstzriti3l ccnl:a:.t i•'i, ii`! P•f'Itt,1tJC',t.,1_ 3I!:1nn1r_-nt y�,t i the air bir.-zc �� ir'%:rtdovis,=:,y!ights brit.' sr•.ace it t':'y.'+?t t1 `.ft3^l,lt! one Ss_'.'!'.J l:S. a me t} t. lanibr_- of _ s_ f PANTONE>Y18T � .Enve.(Qpte_AssembRes - •' �, ��. a38276 yfpQ� and d 1f''r5 .t'+r'CIC•t','�dr'i:r3 davrs Sfit=!l Ltr ct?;�''Cd tn •3tiCS t..l f712I5=5`lsl! fl IL`.:o t'ir al" C•3rrlt` 1.I!'!2IGtSt' !?a!! DC' tn;r,lztC.� �OF co, } ' r �l •.w.''.s:, `,+,.$' , t,,y..ttt�1 L•ii 1>r 't' - t , tic ti�afl i n u '_.!'� ffiS'J!i}tl�'J. shall f !i'St !}" r .�_ .-M�'gg4zd6�" ,.6Lay,,s,,,�„�„,l :.�?4.;A_7:!..M' 'sF•'S�..au«�.:.,;,tof" t,. �r .'� r� -Y I' �': 3)«'_�t: '^ , rise •,r v, r 1 i•�:;'.'•�i•.F..+.'x i 'eta :, if:Cludfnr� .?'Ittaitn I.•.3•it'•flt 31",t=iCL 5"�i.`r! ttx Uri+�r:'tl1C C':,L>I:fit3rf L'li_''=�.1 _ .w_:._.w_.a._w..�....:._.,.,.._.,....__.._._..�_...�,:...._..._..�.............__.�._...,....._.._u__._..__.....,._.....__...._� ..�..,........_.......+ '3!Tti!r•tir!_.rt«Ci f�,t' r?7r L?d"rflr'1 yt':�!! L�.� !nsta�lr•ri a: Sri' rY. n_,_'d e', Cif ,a.l:['.':`t_'.t:tVL'� '!.^�Gr ff]f!?�!': Cc3V',h3r - - R LI 1 Cciling: Flat Ceiling o,Scissor Truss 213 30.0 0.0 0.035 0.026 7 5 - _ J pus �'' '/' _._ !roes ,ar.d flUlOrS i:tca'J^' r1rt_,13tk_fl 1!71_:;!'-.on sIla it L,, III contact%vltti tf!t_ bap side ors"r'tltir; or continurius THIS CERTIFIES THAT THESE PLANS WERE Wall. Wood rrame. 16" o_c. 34. 21.0 0.0 0.057 0.060 18 19 9 r'3"-'= Ins},s ?i?ir it 5_.�":: '•{on ti!._ undnrsidt� of fIC^'s f.ainirtn; and extrn3tnn f-c,^1 t=1C � PREPARED UNDER MY DIRECTION A►� Door:Glass Door fi?vdr SrJ`Yc c]la2iisUt bolTcm tr3 the to r_f all p^nn-ietcr floor fran,in^ nlen'.tters. SUPERVISION AND TO THE BEST OF MY 21 0.390 0.320 E 7 d KNOWLEDGE. BELIEF AND PROFESSIONAL SHGC: 0_31 _rav4.! t 3C'_' V.,51!_ �F. �_!C f'33rt!l in l r!.'f'ritcd fr•?'+1'I S'1 rC1 trl S%! t?f fG��'C!r �fi]:.I Space r :i�"tG i`:}'1Lrf` i'_'`.I�i! Cj IrtS'_ f�j rl f i p - �T'< < i - ! -e` '� =0 JUDGEMENT COMPLY WITH THE LATEST tvinCo'n':Wood Fr�frii+ ov,t'D a i_'IK!s ! Lei 7fti.rftr.rrd_r tVt?h t.v,_r13G�i^f1 j 3+ tt :3,'_':Y !^.r t:-tO+;, sh3f! Lie P 1"t1-3r'=Zf.'.y 3i':_h+�C t^. the t73'lr_ PROVISIONS OF THE NEW YORK STATE 6 D.3u0 0.32G 2 2 L-uct Sti3ft:c, a+_'1it�vcnct�a?tins, and fiu•_sriatL o:Wring tL' UNIFORM FIRE PREVENTION. BUILDING CODE SHGC: D_31 ihiafCS. *+yrint`37i'175 AND THE NEW YORK STATE ENERGY ^xtcn.t,F iunc�r�t ti.ir!:`d rna'cc %!�ai! be sealed. Floor:All-Wood)aist/Truss 213 25_0 D_D 0.039 0.047 8 10 ''� CONSERVATION CONSTRUCTION CODE. L33tt5 to tC- Ir15!311C'd tr: r{71rf6'.v C�vitie" Sr}'il DC CUt tO f,t •lirr .r yti'iLi_•- co rti,r Ca'J,tiG= rt,}.I t_°_ fil'td sr.',rh Insulation 1;.�. ti!!- ..aliatiari I':`adtty � + H DRAWING C£1,•Cir?YI`_- totl:e vV•31!3ti!C I:u'.'�t'.' Slja'�t''. .-., " " Ga*.?rif� scoaratic^.f', JL+.`.+'=eal:rp:Stl i1'I Li{' Gro:',d ctJ t:C:Y1;'t_'C'=`I tEl•`faar3 +-' and _ SECTION iorcdJ 1rCt+�sr d l"ghit fextatr+ ins!:lien iq tnt, L'uftd!ng there!`,�! Rc'cesset+ tlat,t fixtures Installed in tt`n buil�:n thC`Rla) °.,` 1/2" Reccss�d I yr,ttrl� w `""""""""" n{•�tt,t31-jC5'b'?-13.f! be crnJ!i�f�t�s t!�thef11lISt'[°C SUrf3:f�. tt'iVCIL'DpC Sfi�ll! be 81if{}l"i'and IC rJtrated. °... STROKE Protect Title: Castagnola Residence Report date: 02/20/25 The construction type irs rkt+''fl',:'t t•.',:,'!�, }=•3tt!f1r_tli�ttCt� S''i51) tl% CU'_fr"_`:ttl� ',s} f;! ` Data filename: Page I of10 n ,t designation shall be !`_If!+t+irE4 ar•d :vf!'Ir,cl - ''G::ti>j t',tf,!i_:«isRti pl'�t'«_i!r'r, or tiD1.:i1_'Gr' t!i3_•�nt'15:,.+!'d:4G7", r«�3d„'v }r! "IV"or"V" I li•_ 2ir Larrik)r ins*3!' _d at r'Y:tE'u.q v,__03 3L!,�,_ery[LD3 to indicate the construction r,n,.,rrilub rn cMti2n^r classification of the =t•lryie'e'_'r 3tild tuts 11'a!I s-'%'3r t�� tl,=` v,31' fr:or-,A ViC Sl`C's'i'r'r 0,Lxtericnr v,`3i:s adi:lCent t,shoy(ers ilrd iUL_ S'li:ti t)D�'rl U!3t,=ij. rub structure under DESIGNATION FOR STRUCTURAL PROJECT: I!1r• .:r c,z-frier shall Lie in'st3�Icd bchindl el�_ctnca, grid section 602 of the DCNYS COMPONENTS THAT ARE OF L.f�r. Castagnola o r `` , tif,r'i A'f� 11i �`' 'S'r_rr.t:'r�a t'.Gx,�; rr,,.tt c�:t'-'ref "311 TRUSS TYPE CONSTRUCTION � - - - .. Residence k ['tj=' rj ' }! /Hr_SUF'^.1;fy 3l return rC`jister boots Vijt penotrato „.� ■ ��. _ uF" FLOOR FRAMING INCLUDING Compliance State.ro+fit: TI"e prop .y�t`r'�'u;l3��s 1kkN-,XiinscrIbed Here t5 t�n51�'ter.t�.'i!L!the bultding plans"sae0iicauons,and oUier ?Ilv'A.0 register boats �U'`d:r a tliCermal+Ci Selene shall be sealcd to the sub`loor.vv - � ■ ■ 3 GIRDERS AND BEAMS r�`' a: i� ,,, c1 .,. c n _ 3655 Stillwater Avenue calculations submitted wits;the• r'rm�.<.D 7. il,e roposed tiuild.,�, has't•te�"cosigned to meet !'e 2018 IECC requirements in all co=.cring) or ce;,rn_ ,rr,c_rated by tl�c l�oa.. � ■ ® , RESChCCk Version:REScheck-V'1Eat;! � ;rr ��'�. �»tl4.e rniir,dator':''r.=quirfi;ne•`Cs listed In tl-..0 RESChock t.nspection Ct seeklist. 'n rP r•: t r cr•3"r. ,', ,,j �. t st--:!I t "R» ROOF FRAMING Cutchogue NY 11935 i i x i t,t e : r c�Di._d 0 b_ _ �. _Oi.��.''_< fife _7'i!1w.r r' e i 4, C-0, Lie scaled ,.; a rna nner th.it Dr reco rni-ien-de by th_ ' BUILDING Michael Sudar+o Art"111c_ct tiff J rase �� I i 2/18/25 rd r i f: �; n e i , 3ri J t'. �' a u !! �, <,_� n; •.�4' :'" _cn,_c�D9•;�. _asira4';'rs ;r.;_mci.�_: rr._-. Lau . n�, or c�th 'y a:;t•,_ Mi_ ,_�tarits hate r,ot FR FLOOR AND ROOF FRAMING ! p I u c er p!a*1i ,anr-1 STANDARDS AND CODES DATE 1/7/25 Name- TILtd �ti'- fit_ rSlg'.lature. Date �Jf I.SC� tv =f'i 1.'Gt'�'� bC': `Crl '.Ire S t,f,F L, x�'.r "+.�r {4 PROJECT NO. 25/002-Castagnola DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH � _ _ CHECK BY, MS NOTE 1,10•R; SYMBOL LEGEND NOTE: �� V�YPSUM E30. (TAPED & ROOF INTERSECTIONS: WHERE EVER THERE IS A R313.11 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT WOOD STAR & RAILING. TO B3E � OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO EXTG.WALLS TO BE REM0VED ------- �8�4 SPRAY FOAM INSULATION N ALL CATHEDRAL CEILINGS. SPACKL.ED-3 COATS MN) ON ALL CHANGE N ROOF SLOPE OR DIRECT0�k AND EXISTING BULDNGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RRISER HGT O SN(1 E&MULTPLE STATION SMCICE ALARMS DWG NO. CHECK FOR BEARING CAPACITY OF SOIL AND WATER WALLS & CEI INGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BULDNGS 8-V V & MIN. TREAD DEPTH S13HALL BE EXTCz WALLS TO REMAIN BE CORROSION RESISTANT &t4MUM 26 GAUGD BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL TABLE LEVEL O CARBON MC)<VOXIDE DETECTOR SMOKE DETECTOR +�8 4 SPRAY FOAM INSULATION N ALL FLAT (1=1LNGS. 90 MIN HEAD ROOM 6'-8'. HMNDRAL (yN *-'�" --► �'g� SPRAY FOAM NSULATION N ALL FLOORS OVER APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, NEW CONSTRLOTiON V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO MATCH AT LEAST ONE SIDE OF STAFRWAY. UNCONDITIONED SPACE BD. (TAPED & SPACKLED-3 COATS R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY. ADDITION, OR HANDRAIL FIGHT NOT TO BE LLESS THAN CONTRACTOR TO HOUSE DE ETAINN I EARTH. PITCH 100 CFM FAN �_0 EXISTING AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR BEARING WALL � *B& SPRAY FOAM INSULATION ALL EXTERIOR WAILLS. MN) BEHIND D ALL TUBS. SHOWERS, IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WiTH APPENDIX .1 34' & NOT MORE THAN 36'AGBOVE FROM BOTTOM OF NEW SDNG TO GRADE -�- SNKS & W.0 N BATHROOMS. (TYP) ALL VALLEYS. CI-DREYS, SKYLIGHTS. EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.42 EXISTING BULONGS STAR TREAD NOSING. HANDRAAL SHALL X POST TERMINATION NEW RC FAD. WALL y. . RAKES TO RECEVE 'STORMGUARD' LEAK BARRIER WRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MC)INOXIDE ALARMS SHALL BE INSTALLED N HAVE A PETiMETER DMENSIOMI OF AT HOLD DOWN SEE SHT N-01 *TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. BY 'GAF' OR APPROVED EQUAL AT ALL EVES & SOURCE, OR AN OWSITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR. ALTERATION. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR ( -WSp SCALE SHT. NO. 1 LEAST 4' & NOT GREATER THHAN 6-1/4' WINDOW HEADER SIZES. MIN SIZE TO BE (2)2x6 LINO. T.G TEMPERED GLASS ( NSULATON BY'OWENS CORNING OR APPROVED EQUAL RAKES. EXTEND UNDERLAYMENT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED. SHALL RECEIVE CHANGE OF OC CU ANCY. ADDITION, OR RELOCTION IN W1 A MAX CROSS SECTION 07 2-1/4'. trxlousy sheathed wood stfuctual paneD NSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WITH APPENDD( J. 1L FASTENERS 6'EDGE 12'HELD AS NOTED ISSUED FOR: DATE DESCRIPTION I .. - - -- -- — 2/21/25 DOB SUBMISSION ; w 4/1/25 DOB SUBMISSION t :h IE. OP INSI)LATLD ALL BL COWDITI NED SPACE AND A i TI ---- - qR014i STRINGER -�P � ��RM " L1Tti `P- 11ut"T ItC E TTPIJR INSULATED L— � 4 H Bom x1is Of WALL) LYWCD � Abu __.._._777 - k ' PORCH RAFTERA .-e 1 - 2x LEDGER ON TOP OF - A RiER BARRIER AND - A H ,THING r a t- SEALAN t ! ICE LA[CH Io ► dim I = sEk REVISIONS i I�EATf� ihNG BUILDING PAPER KAT ER BARRIER NO. DATE DESCR IPTION ! 3 •. D. _ A.-. _-._ —20 BLOCKING - - - _. ._ , `WRIdDINI "ALId1 r, A i — i SEC'nON THIRD SIAIRWAY SEUON THRU WA . ATTIC ACCESS DETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO CONTINUOUS BEAD OF SEALANT EL CI ICAtWIDE CONTINUOUS BEAO OF00VEuj a . I -- CONTINUOUS BEAD r t . f E SEALANT - TOP PLATE I:I,Qt A PLUMING pE o _ < FL 14Rv [�,T�L.�M 1 p�yT ' l.R a aS BEAD OF SE EXPANDING SCAM SEALANT —FLOOR TRUSS SS C z Ti[�uU _ o { 5JEFL N -1 TOP PLATE ASSEMBLY _tl �� ---VUED I IEx&E WALL STUD EXPANDING FOAM � � W BEAD roja x CON I OF SEA APtT Fl ram' > N IRITIE AT NNR LNER — a 'Ir Lib WALL STUD au p ,— _ aI CONTINUOUS BEAD �a6�, ---- ---- "' CL ---C OF SEALANT ! _- -- - -IIT N DIIIII1 WALLBOARD AS AIR BARRIER g .azp,.��°N° � �I� a �� .'► cl� Dew` ' A" ° 9A e382?e �p�� FoF N FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAIL THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DETECTION AND � SUPERVISION AND TO THE BEST OF MY AF--- 110E VIIAT JUDGEMENT COMPLY WITH THE LATEST � R KNOWLEDGE, BELIEF AND PROFESSIONAL PROVISIONS OF THE NEW YORK STATE • ' . #VIYAT T , � �a UNIFORM FIRE PREVENTION, BUILDING CODE I - � f AND THE NEW YORK STATE ENERGY INSTALL f RIG I( CONSERVATION CONSTRUCTION CODE C6-TC IRTBEP IE �t � DRAWINGBA 7a FOA - INSULATION� -S E ALT6 WITH AIR SEALING IN u.. DETAILS FOR LE1077H N RIB MANU A TIIORED RECESSED LI AT E IELMREAPT IN 934JILATIat I AI SI CE PROJECT: ` E INSTALL T1 RGID INSLILA l a _ v � Castagnola , Residence rs � � ..�,. it �1-.^ _ ', '. —"` s 'a �a �+y sn SE.�. #iC �s f SIB �� : � r ��_ � . � _ ,.:. , �. . *_ , �= . ,"� 3655 Stillwater Avenue ItISULNNON �6f Cutchogue, NY 11935 F W EA IL.._ ,qy i 117 DATE a ,...,�...d +...e: .....:.s....,..,.....z.„.a ..a. ,.., =,..v=,.,>«.„,., .,:...,..,....... .,,._...............•..,...,.,.m.«.0 ,... ......,,,.,,.,. 3.. @.f '. J g ....,.,,.;. ..,.. ., ... f rs ..l PROJECT NO. 25/002-Casts nola Al s rp A 'SING FOAM SEALANT AT PERIMETER 'E - DRAWN BY 9 MS RINK "0t4TI�iUIXI BEAU f SEALANT I :: �a:} �: CHECK BY. MS DRYWALL 'CEILt t2 ' T r, q DWG N0. �. RECESSF1 L.I ITI � FI TIRE u.LL 111 RM ASLIL47ION, . I - N -- EXT ' R,IULATED NALI N_a2 i SCALE SHT. NO, SHOWER DETAIL TUB DETAIL ROOF DETAIL WALL DETAIL AS NOTED TABLE R SCIHIEDULE 1) NAILING AND STRAPPING HOLD DOWN CONNECTIONS mQmm AT EACH B1LDm eORn ANCHOR BOLT SPECIFICATION ISSUED FOR: FASTENING SCIHE -T - NUMIBER AND TYPE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REOMED AT EACH OVERHEAD GARAGE DOOR JAMB) (REQUBED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)(AS PER WFCxvD DATE DESCRIPTION REM DESCRIPTION OF BUILDING ELEMENTS OF(FASTENER• b•` SPACING AND LOCATION NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL Roof (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) 2/21/25 DOB SUBMISSION 48d box(2112"x 0..113')or ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT \ SPACING CORNERS 3-6d common(2112'x 0.131");or Toe nail CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING 1 Blocking between ceiling joists or rafters to top plate 3-1 Od box(3"x 0.1:28');or T-0' o.c. (1-3 story) 3.3"x 0.131'nails ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. ADJUSTABLE �' x 4/1/25 DOB SUBMISSION j 48d box(21/2'x 0.113");or SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER gists to top plate 3.8d common(2112�'x 0-131•);or Per joist,toe nail CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FHSHED 4N 'ZMAX, 2 Ceiling 3-10d box(3"x 0.1128");or 3-3"x 0.131"nails POST HOT-DIP GALVANIZED OR STAINLESS STEEL. 410r1 box(3"x 0.t)28");or ROOF RIDGE 'SIMPSON HDUS-SDS25 -� --; 3 Ceiling)Dist not attached to parallel rafter,laps over 3-1 Ed common(31112'x 0-162");or Face nail AT RAFTER TO RIDGE BOARD CONNECTION RAFTER partitions see Section R802_5 and Tatl�__P,8 i2 52) BOARD/BEAM • ( 43"x 0.131"nails FOR RIDGE STRAP - (3) 8D COMMON AT EACH ETD OF STRAP ._ 2- COMMON 4 Ceihnn joist at,tched to parallel rafter(heel joint) TableR802-5-2 Face nail NAILS LL O.C. E (see section Rn-2 5_2. and Title R802.5-2) FOR ALT. COLLAR TE - (3) 1M COMMON NALS AT EACH END FOR STUD LENGTH + .. •••. •.e • •, •.. ; •. COLLAR TE � STUD Collar be to rafter,face nail or 1114"x 20 ga.ridge 4-1 Od box(3"x 0.1128");or 5 strap to 3-10d common(3" x 0.148");or Face nail each rafter ®L PLAN • a rafter 43"x 0.131"nails AT RAFTER TO RIDGE BEAM CONNECTION -- _ 3-16d box nails(31!12"x 0.135");or 6 Ritter or roof truss to plate 3-10d common nailils(3"x 0.148");or 2 toe nails on one side and 1 toe nail FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE 41 od box W x 0.1128");or on opposite side of each rafter or truss) JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER 4-3',<0-131"nails 'SIMPSCIT LSSU128 416d(3112"x 0.1315");or 3-1 Did common(3•'x 0.148');or Toe nail NOTE FOR CATHEDRAL GEEING ROOF & SQ. x T WASHERS j & END NUT SETUP 41 Od box(3'x 0.1t28");or CEI_NG RAFTER Roof rafters to ridge,valley or hip rafters or roof 43"x 0.131"nails; AT SLOPING RAFTERS OR RAFTER TO DOUBLE SILL PLATE o 7 rafter HEADER CONNECTIONS PROVIDE JOIST to minimum 2"ridge beam 3-16d box 3112"'00.135");or 'SIMPSOI' HIDl15 2-t 6d common(� 12"x O.t 62°);or SIMPSON I_SSU28' ADJUSTABLE HANGER (SINGLE FOR SLAB NS G 3-1 od box(3"x 0.112"x 1 End nail IN App(T]pN TO STRAPPING ® RIDGE ROOFGRADE APPLICATIONS) 3-3"x 0.131"nailli RAFTER 5/8' DIA. ANCHOR .: Wall AT RAFTER TO TOP PLATE TO STUD CONNECTION f TOP PL �' BOLTS (TYP) .�• m REVISIONS 16d common(3112""x 0.162') 24"o-c-face nail H8 (5) 10D COMMON NAILS AT EACH END OF STRAP JET FIRST FLOOR ATTACHMENT - . :4 :: .� S Stud to stud(not at braced wall panels) 10d box(3"x 0.12(8");or " POURED ;' ; NO. DATE DESCRIPTION 16"o-c-face Wait BY'SIvPSC)rl' ;'''j �% (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) _ 3"x 0.131"nails 9 Stud to stud and abutting studs at intersecting wall 16d box(3112 x 0..135');or 12"o.c.face Wad r '$IMPSOW H8 CONCRETE FOUNDATION comers 3"x 0.131"nails e WALL ..•�� i (at braced wall panels) 16d common(311,,"x 0.162") 16'o.c_face nail NOTE; STUD SECTION 16d common(31/2'."x 0.162") 16'o.c.each edge face nail ALL CLIPS & STRAPS CAN BE MOUNTED 10 Built-up header(2"to 2"header with 112`spa ?r) 16d box 31/2 x 0..135") 12"o.c.each edges_face nail FROM EITHER ALL EXTERIOR OR ALL S8d box(2112"x o).t t3•);Or INTERIOR. BUT NOT A COMBINATION OF BOTH. 'SIMPSON` HIDUS-SDS25----� NOTES : 11 Continuous header to stud 48d common(21/,'2"x 0.131");or Toe Wad \ t USE 5/$' OIA. ANCHOR BOLTS W/ MINIMUM 7' EMBEDMENT INTO 4-1 Od box(3"x 0.1128") AT STUD TO FLOOR ASSEMBLY NAILS��v 16d common(31/2'l"x 0.162`) 16"o.c.face nail CONCRETE W/ 3' SQUARE x V4' WASHERS AND END NUT SETUP. TO STUD CONNECTION FOR FULL LENGTH 2- ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY 12 Top plate to top plate 10d box(3"x 0.12t8");or 2" --- 3"x 0.131•nails 1_ o.c.face nail (ONLY APPLICABLE FOR TWO-STORY CONFIGUI�ATiOW) BLOCKING OF STUD HOLD DOWNS FOR SHEARWALLS. 8-16d common(31112"x 0.162");or 12-tsd box(31/2"�x 0.135"):or Face nail on each side of end joint �S � ® ENOWALL 3. ONE ANC;(-NOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO 13 Double top plate splice 12-10d box(3"x 03.128");or (minimum 24"lap splice length each FOR STRAP - (4) 8D COMMON NAILS 12-3"x 0.131"naills side of end joint) AT EACH END OF STRAP SHOE PL 12" MAXIMUM FROM ENDS AND CORNEAS. 16d common(3112'f"x 0.162") 16"o.c.face nail S(I3FLR• Bottom plate to joist,rimjoist,band joist or , FOR ALTERNATE - (14) 10D COMMON NAILS _ BLOCKING AT E N D WA L L 1 14 blacking(not at braced wall panels) 16d box(3 12"x 0..135");or 12`o.c.face nail RIM JOIST i FLOG •' ••a 3"x 0.131"nails STRAP CONFIG FOR I EACH STRAP , JOIST •� ;: (REQU1:ED FOR ALL NEW CONSTRUCTION AND/OR NEW AiDOMONS) 3-16d box(3112 x 0.135');or 3 each 16"o.c.face nail (TWO STRAPS TOTAL) •` ' 15 Bottom plate to joist,rim joist,band joist or 2-16d common(31112•x 0.162");or 2 each 16"o-c.face nail hocking(at braced wall panel) 43"x 0.131'nails; 4 each 16"o.c.face nail •, y ••,•., RIDGE • BLOCKING 2 BAYS 48d box(211 "x 0.113"):or TOP PL , w 3.16d box(3f/2'x 0-135');or FOR SECOND FLR - SHEATHING TO OVERLAP 48d common(211i2"x 0.131"):or Toe nail ApplTIM FIRST & SECOND FLOOR & ' BACK ® 48' o.c. 4-1 Od box W x 0.128");or 5/8' DIA. THREADED ROD EMBEDDED 16 Top or bottom plate to stud 43"x 0.131"nails STUDS BY MN. 12' 3-16d box(31/2"x 0.135");or ALL STRAPPING, ANCHORS, HOLD DOWNS, 12 V2' INTO CONCRETE W/ 'SMPSOI' ET ATTIC & ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESND & FOR 2-16d common(3'112"x 0.162");or End nail MANUFACTURES SPECIFICATIONS. TEMPERATURES (0 DEG. TO 40 DEG F) USE I 3-1 Od box(3"x 0..128");or 3-3"x 0.131"nails 'SIMPSON` AT (HGH STRENGTH ACRYLIC ADHESND 3-1 Od box W x 0-128");or 21 17 Top plates,laps at corners and intersections 2-16d common(3112 x 0.162');or Face nail 3 3'x 0-131'Wailes NAILING & STRAPPING AT NOTE: 3•6d box(2112"x C3 113");or • 2-Sit common(21112'x O.t3t");or ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR � 18 t•brace to each stud and plate 2-1 Od box(3"x 0._128");or Face nail 'SIMP$ON EQUIVALENT - ( 20 (COILED STRAP) , .. �� EXTERIOR WINDOW / DOOR HEADERS FIRST & SECOND FL `" W 2 staples 1314• SHOE PIL OR A (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATT NCli) 3-6d box(2112'x(0.113");or SUBFLR. + AT STUD TO FLOOR ASSEMBLY REQUIRED F ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) r � � Q 2-8d common(2)12 x 0.131");or 19 1"x 6`sheathing to each bearing 2-1 Od box.(3"x 0-128");or Face Wad TO SILL PLATE CONNECTION RM JOIST I � 0 O 2 staples, 1"crowrn,16 ga.,1314"long FLOOR NAILING SCHEDULE 'B' : (WOOD FRAME CONSTRUCTION MANUAL) 20 1"x 8"and wider sheathing to each bearing 3 8d box'(2112'x(0.113");or Face nail FOR STRAP - (4) 8D COMMON WLS JET BLOCKING 2 BAYS _ _ Z 3-8d common(21Y2"x 0.131');or AT EACH END OF STRAP ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS BACK ® 48' oc "• G l.% 3-1 Od box(3"x 0..t28");or WRAP STRAPPING Uri SILL PLATE 1 41 3 staples, 1"crowrn,16 ga.,13/,"long SILL PL x Notation `� 1� '•- i✓� d Wider than than 1"x 8'I" ,`• . Rough h A B C D E F EXCEPTION: �i �' Q 48d box(2'12"x[0.113");or g • r 3 Sd common(2'112"x 0.131");or a : ' Opening -- WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM !S USED TO BRAG THE GABLE e e ENDWALL OR WHEN A HP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. F (j m •• ,• a ', 2'-0" 2 (1) 2X4 1 1 1 1 A .. ' , �r, 3 toil box(3"x 0 n, 16);or ' ' ' NAIL SPACING FOR SHEATHING PRESSURE ZONES "' ) `' N 4 staples,1"crown, 16 qa., 1314'long _ _ Floov 4'-0" 4 (1) 2x4 2 2 2 2 > r A cx> l 48d box common x(0.113 J 11 -•' 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 ZONE 1 ZONE 2 ZONE 3 ZONE 4I- 21 ,)Dist to sill,top plate or girder 3-8d common(2',12'x 0.131");or Toe nail � -• _ 3-1 Did box(3'x C.-128');or • D 3-3"x 0.131'naills 8'-0" 8 (2) 2x4 or CD 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. ��, � �> U) C a sit box(2112"x 0.113") 4"o.c.toe Wad 10'-0" 10 (2) 2x6 4 4 4 4 -" p _? O 22 Rim joist,band joist or blockinn to sill or top 8d common(21/2"'x 0.131");or PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. �. ( , Z - plate(roof applications also) 1Od box(3"x 0.128");or 6"o.c.toe nail 12'-0" 12 0 2X6 5 5 5 5 B U 3"x 0.131"nails ----- --------------- - 3-8d box(2112"x 0.113");or AT STUD TO FLOOR ASSEMBLY 'SNPSON 2-Sdcommon(21,/2"x 0.131");or TO SILL PLATE CONNECTION SP4 Notations : A%-A T I 9 23 1"x E"subflaorgr less to each joist Face nail 3-10d box(3"x 0,t28");or (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 2 staples,1"crowrn,16 ga.,1314"Iong A. NUMBER 8D NAILS AT EACH END OF STRAPPNGS X ¢- O O OO O O a- -- 3 ® ��E ®A � 24 ?"subfloor to Dist or )Cider 3-16d box(31/ "x<10.135•);or FOR STRAP - (4) SD COMMON NAILS ...`� : e B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DO�iS) o` tr yPF 1 9 2-16d common(33 12 x 0.162") Blind and face nail 4 4 • :• ` 3-16d box(3112"xx 0.135");or AT EACH END OF STRAP ' .. .°.•• •' e C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER 25 2"planks lank&beam-floor&roof + At each bearing,face nail WRAP STRAPPING UNDER SU PLATE . ..4 2-16d common(33 12'x 0.162) .• : ,e••' D. NUMBER OF 160 NAILS END-HALED THROUGH ADJACENT KING STUD TO END 3-16d comrrr3n(33112"x 0.162") 26 Band or rim joist to joist 4-10 box(3"x 0.1128"),or _ _ f _ - OF HEADER AT EACH SIDE A A End nail %• 43"x 0,131"naills;or �, ! :• ; 4-3"x 14 ga.staples,r/t6'«own - a - E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) 4 2 1 1 2 4 4 2 1 1 2 4 Nail each layer as follows:32"q.c. � O O O O O O O � O O � 20d common(4",x 0.192*);or F. NUMBER OF 16D NAILS END-HALED THROUGH ADJACENT JACK STUDS TO at top and bottom and staggered. FOj1:N,�I cod box(3"x 0.1,28");or 24"o-c.face nail at top and bottom END VIEW SECTION END OF SILLS) AT EACH I SIDE (DOES NOT APPLY TO DOORS) 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides layers And: O O - 2-20d common(41"x 0.192");or Face nail at ends and at each splice (Regked for an New Construction THIS CERTIFIES THAT THESE PLANS WERE 3-1 Od box(3"x 01.128");or p SPLICING OF TOP PLATE and/or New Addtions) o 0 0 PREPARED UNDER MY DIRECTION AND 13"x 0.131"naills TYPIDAL EXTERIOR WALL (bNST. ';`- �- SUPERVISION AND TO THE BEST OF MY 416d box(3112"xx'0.135");or SEE FLOOR PLANS 3-16d common(33 /2'x 0.162");or 'L' _ t- 28 ledger strip supporting joists or rafters At each joist or rafter,face nail Q 3 1 (� 0 O O Q 3 ® 3 KNOW1-EDGE. BELIEF AND PROFESSIONAL 3/4' SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS JUDGEMENT COMPLY WITH THE LATEST 4-3" box(3"x 0j.128");or GABLE ROOFS " HIP ROOFS PROVISIONS OF THE NEW YORK STATE 43"x 0.131"naills 2x FL JTS SEE PLANS 29 Bridging or blocking to joist 2-1 oil box(33`x 0.128"),or2-6d common Each end,toe nail BLOCKING NSUL. AS PER PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE (lid o 0.1131";or2-3"x 0.131")nails A-4 FEET N ALL CASES UNIFORM NEW PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY HALING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. STRAPPING: CONSERVATION CONSTRUCTION CODE. (4)8D COMMON NAILS ® EA. END SPACING B BASED ON V2' SHEATHING & 8D COMMON NAILS SPACING OF FASTENERS RAT10 LMITS - HIL S 3 1/2 Building Minimum 12 Building Minimum 12 ___ _ __--- ITEM DESCRIPTION NUMBER AND t+termediate CE STRAP (BY SIMPSON) Dimension ft. Splice Length ft. Dimension (ft.) Splice Length ft. OF BUILDING ELEMENTS TYPE OF FASTENERa,b,c Edges h Supports`•• O p' 9O ( •) p� g O T B DRAWING Cinches) ' ''''' PLYWOOD NOT SHOWN TABLE R301.2.1.2 (inches) 'I• JOIST HANGER BY SIMPSON Wood structural panels,subfloor,roof and interior wall sheathiing to framing and particleboard wall sheathing to framing FOR CLARITY 12'-0" 3'-0' 12'-0" 2'-0' [see Table F.E02..3(3)for wood structural paneel exferigrwall sheathing to wall framing] WIND-BORNE DEBRIS PROTECTION FASTENING 16'-0" 4'-0' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d 6d common(2"- 0.113")nail(subfloor,wal ly SOFFIT MATERIAL AS PER ELEVATIONS SOLD 30 318^-'12" 11d common(2112"",0.131")nail(roof);or RSRSOI 6 12' SEAMS BLOCKING ® " "r 20-0 5'-0' 20-0 4'-0' (231d"x 0.113")naafi(roof)i TRAPPING +9 8d common nail(i2112"x 0.131');or RSRS01; „r (4)10D COMMON NAILS 0 EA. END OF STRAP - --- -- --- - 24'-0" 6'-0' 24'-0" 4'-0' 31 1 ,'-1" 6 1� 3- 0.113")n�+I(roof)' OR HI8 CONNECTOR (BY SIMPSON '--� FASTENER PACING FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 10d common(3",x 0.148")nail;or 6 12 28'-0" T-0' 28'-0" 51-0' <PANEL SPAN <PANEL SPAN 32 ' !e•- 1 t4" 8d(2'12 x 0.131^)deformed nail TYPICAL EXTERIOR WALL CXNVST. I` PLYWOOD SHEATHING �� " <4 FOOT <6 FOOT < 8 FOOT Other wall sheathings SEE FLOOR PLANS 32-0 8'-0' 32-0 6'-0' '12"structural cellulosic fiberboard 11W galvanized rroofinn nail,r175"head (SEE NALNG SHIEUULE) 33 diameter,or 1114"'long 16ga.staple with 71�6'or 3 6 36'-0" 91-0' 36'-0" T-0' 2 2"#6 PROJECT: sheathing 1.crown CANTILEVER DETAIL TYP 40'-0" �r-o 49-a'r 13.-0. WOOD SCREWS 16,r 12" s^ Casts nola 34 '5132"structural cellulosic 1314"cmlvanized rroofinn nail, ilt6"head diameter, 3 6 bbertoard sheathing or 1172•Iona 16 gin-staple with 11t6"or l"crown • 1112 galvanized rrocifing nail;staple galvanized, 7 7 rYPICAL WALL CCINST - 50,-0" 13'-0' 50;-0;; ��-0' WOOD SCREWS • ,6" 16" 12' Residence 35 12 gypsum sheathing' HOLD DOWN SEE 1112"long; 1114•srcrews,Type Vir or S - SEE FLOOR PLANS DETAILS THIS SHEET 60-0 16'-0' 60-0 12'-0' 36 518°gypsum sheathintf 1314*galvani5edrroofing nail;staple galvanized, 7 7 810D COMMON NAILS ® EA 3655 Stillwater Avenue, 1 1 "long; 1 /e'srcrews,Type W or S 70'-0" 'I9'-0' 70'-0" 14'-0' FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND=0.454 kg, .r e yp END OF STRAP ®Y SIMPSON) OVERLAP NEW SHEATHING OVER 1 MILE PER HOUR=1.609 kmth. CutChOgue NY 1 1935 Wood structural panels,combination isubfloor underlayment to framing EXISTING STRUCTURE AS SHOWN. 80'-0" 22'-0' 80'-0" W-0' ' 6d deformed(2"-0.120")nail;or �W 2ND A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. 37 3/4`and less 8d common(2'12"x 0.131")nail 6 12 C7 PROVIDE STRAPPING AS PER DETAILS T Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCITURAL PANEL. THIS SHT'• C.NAILS SHALL BE IOd COMMON OR 12d BOX NAILS. 7 sd cortxnon(2112 x 0.131")nail;or 6 12 u1 j Splice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED DATE 1/7125 38 18"-'' 8d deformed(2112'x 0.120")nail Q UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITrHDRAWEL tOd common(3*,x 0.148" nail;or 01 ICE: CAPACITY OF 490 POUNDS. 39 111g•-,114• Sd deformed(2112"x 0.120")nail 6 12 PROJECT N0. 25/002-Casts nola o ?'t � t SHEATHING AS PART CE SHE:ARWALL SEEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE 9 Far SI.1 inch=2s 4 mm,1 Fact=?04 8 mm.1 mile per hour=0 447 Ms:1 leer=6 s•3s MFa lu CONTINUOUS FROM SILL TO TOP PLATE OPR ADEQUATELY BLOCKED AT JOINTS. t Tabulated spice lengths assume top plate-ter splice plate WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7"(11.1mm)AND A MAXIMUM SPAN 2 HOLD DOWNS REQUIRED AT ALL CORNEF.RS OF STRUCTURE SEE DETAILS THIS SHEET. comectiorwsing 2-16d nals per foot. For shorter space DRAWN BY MS a Na is are smoothw.omnion.box or defarmed stunts except where otlisrwe�stated.Na 1,used far homing and.steathng connections shall have minimum average bending y¢tit strengths as OF 8 FEET NTH HARDWARE PANELS SHALL AT PRECUT T COVER THE GLAZED OPENIINGS WITH shown:00 ksi for shank diameter of 0192 inch r•.Jd common naiil,90 1.si far shank diameters larger than 0.142 inch but riot larger than 0.177 inch,and 100 ksi for shank diameters of 0.142 inch REMOVE EXISTING SHEATHING Z-Q' 3. REFER TO NAILING AND STRAPPING DETI'ALS THIS SHIEST TO FOR A CONTINUOUS LOAD PATH S' tt19 r1a1 spaCirrgpshal be reduced tit alder t0 ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCLADDIN L WITH or less. EXISTING FIRST FLOOR BELOW NEW 2NND STORY provide an equivalent nunber Of nals. TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS CHECK BY. MS b.Staples are 16 gage wore and have a minimum 7/te-inch on diameter cicwm wtJth c.Nail;shall be spa•xd at net more than 6 inches on center at ad supports where spans ale 48 in,ches or greater CONSTRUCTION. 2 Tabulated SpfiCe lengths assume a mean roof height of N IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE RE NEW YORK d Four-ixt by 8-fwt cr 4-fty_t W 9-foot panels shad be app6eif vsrtlaady S H EARWAL L SEG. DETAIL (TYP) 33 feet. For mean roof heights Of 15 feet or less, the WINDOWS.NELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORFRESPONDING DWG NO. a spacing of tastewm not includad n this table shall ba basad on T3hle ,*.).^-X2t tabulated values Shan bepennitted to be nx�t hgd by 0.80. f Fo wood structural panel iOCf shaathing arta-hed to gable end loaf flaming and to intarmadiataa supports within 43 inches d toof ed-yes and ridges,pads shall W spaced ai 6 inches on center where the uttimat design w4nd speed is Iris than 130 mph and shall be spa•J 4 Inches an cenuef where the ubrmale design wind speed c 130 mph or greater but"than 140 mph DETAIL g f�jpsum shaathmg shatl:•onfarmto AS_TM__C13?c and shall be nstalk;d in a�crdanaa with r3gy53.Fiberboard sheathing shag aanfarm to ASTkI C'209 LOAD PAT H/ FRAMING h.Spacing of fasteners on 11oor sheathing panel adjes applies to panel edges supincttad by frarming members and required blocking and attlaar penmaters only Spacing d fasteners on root N 0 1 sheathing pare edges applaa to penal adgas supnertad by flamirng members and raquirad btxkcing r3lacl rig of footof foot&Watling panatedges petpendiwfar to the framing members need not bepwvdedaxceptasraqunedbyott�;rprcv�r_nscfthscodz Fk:erparimatarshanhesupG:•artadbyframrgmambarsorsailbb;.king i VA.efe a rafter is fastened to an adjacent paradai os9ng icist n acocrdan- wnh this scWdule, provide:rNo toe nails on one srde of the rafter and toa naffs from the caging joist tC,top platy n accordan_ewnh this,schadule The hie nail on the oppasrte side d the rafter shall not be tequredl I RSRS-01 6a Roof S'iearirng rdng Shant nail msenr�g riffs siasafJ;ati�ns k�AS7fa-F1,67. SCALE SHT. NO. AS NOTED I DIVISION 1 - GENERAL REQUREtvENTS ISSUED FOR: I Work performed shag comply with the folowing: E. Lao Bolts: 2. At windows shall have insulatin a. These general notes unless otherwise noted on plans or specifications. t Shag be of structural grade steel. g 4 or single glass with storm windows or equal. Sizes indicated on plans are b. Building Code as specified on the archtectural drawings. 2. Washers shal be placed under the head of lag bolts bearing frog on wood Length of lag bolts shag be minimum 2/3 nominal o Balderm each be a consult with window manufacturer p determine exact sizes„rough opening, etc. At feast one DATE DESCRIPTION c. AD applicable local and state codes,ordinances and regulations. depth of members being bolted together. consult area shag have a net clear opening area of 5.7 Sq. Ft: (grade floor 5.0 Sq. FtJ with a net d In areas where the drawings do not address methodically, the contractor shall be bound to perform in strict F. Altering Structural Members clear height of 24, a net clearfixeopening width of panels and immediately sill height of 44' or less above the floor for egress compliance with manufacturer's specifications and/or recommendations. t No structural member shall be omitted,notched, cut, blocked out or rebcated without prior approval by the purposes. Glazing in doors and fixed glazed panels impact adjacent to doors or within ide ti the floor, which may 2/21/25 DOB SUBMISSION 2. On-site verification of at dimensions and conditions shag be the respomsbity of the general contractor and Architect. Do not alter sizes of members noted without approval of Architect be subject to frequent and recurrent accidental human impact shag be tempered as per Residential Code of New York State and local codes and ordinances. 4/1/25 DOB SUBMISSION his subcontractors G. Bult-up Beams 3. Noted dimensions take precedence over scale. Never scale directly 'from drawings. Contractor should t Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as folows consult Architect in case of question. a.Members 9-V4' and less in depth: glue and internal w/2 rows 10 Tells at 7 o.c. staggered DMStOA4 9-R4317 S 4. The general notes and typical detals apply throughout the job unless; otherwise noted or shown. b. Members greater than 9-V4'in depth or multiple 3 x members through bolt with V2' diameter machine bolts at A. General 5. Discrepancies: The contractor shal compare and coordinate at drawings:when in the option of the 24' o.c. staggered t Ad gypsum wallboard shag be instated in accordance with the provisions of the Residential Code of New York State and contractor,a discrepancy exists he shall promptly notify the Architect,im writing,before proceeding with the R Cuuttino of Beams. Joist and Rafters: local codes and ordinances (as applicable).work or he shag be responsible for the same and any indirect results olf his action 2. Gypsum wallboard shal not be installed until weather protection for the installation is provided Store should be in - 6. Omissions: Architectural drawings and specifications shah be considerred as part of the conditions for the 1 Cutting of wood beams,joists and rafters shag be limited to cuts and bored holes not deeper than V6 the depth of P P 9e work si the event that certain features of the construction are not fuggy shown part the drawings, arrant the member and shall not be located in the middle of V3 of the span Notch depth of the ends at the member shah not accordance with manufacturer's instructions. national, state and local codes, ordinances, regulations c agreements fully well as current acceptable belting exceed V4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom 3. At edges and ends of gypsun wallboard shall occur on the framing members eracept those edges which are of the joists and the diameter of the hole steal not exceed 1/3 the depth of the joist. The tension side of beams, joists perpendicular to the framing members. AI edges of gypsum wallboard shall be in rmoderate contact except in concealed practices shall govern, and their construction shag be of the same character as for sintar conditions that are and rafters of 4 inches or greater nominal thickness shag not be notched except at ends of members. spaces where fire resistive construction is not required shown or toted l Pines in Stud bearino Nags or Shear Nags: 4. The sizes and spacing of fasteners shall comply with the Residential Code of MYS and local codes and ordinances (as - 7. The Architect will rot be responsible for and will not have control outer construction means, methods, 1 Notches or bored toles to studs of bearing wags or partitions shall not be more than V3 the depth of the stud applicable). techniques, sequences or procedures, or for safety precautions and programs in connection with the work,and J. Bridging and Blockhsx 5. Provide moisture resistant drywal cement board at tubs and showers as shown on detals in architectural drawings. will not be responsible for the failure of the Client or his contractors, sulbcontractors, or anyone performing 1 There shag be not less than one ire of bridging in every eight feet of span in floor, attic and roof framing. The 6. Fire-resistive construction: Garage cel'ngs and wags when adjacent to a dwein49 unit shall be of rated construction any of the work, to carry out the work in accordance with the approved contract documents. bridging shal consist of not less than one by three inch lumber double naled at each end or of equivalent metal according to the UL Design specified on the drawings when units are designed undder NYS standards as indicated on the & Any and at drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and bracing of equal rigidity. mdspan bridging is not required for attic or roof framing where joist depth does not drawings. (5/8' type X wals and cerings) heating, ventilating, fabricated trusses, and air conditioning systems are mot a part of the professional services exceed twelve inches nominal ' sorts Block sold at al bee provided to the Client by the Architect unless included under their agrecement. Any discrepancies with these � supports where adequate� lateral support is not otherwise documents by any of the above listed services as shown in doaanent� prepared by others should be indicated provided Block at stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. DIVISION 15 -MECHANICAL Provide 2 x fiestops at mid-point vertically of stud wall Bridging as required by floor truss manufacturer's printed in writing to the Architect h m ciatey. instructions A. Heafn° Ventilation and Ai Condition 9. Prior to application for building pemits, the Contractor will furnish the Architect with two sets of stop t AI work shal be in fur accordance with at current codes and re drawingsof at prefabricated components, one set to be retained by Arrchitect, the other set to be returned to t layouts, of the er location, agencies K. Lintel Schedule: 2. Mechanical subcontractor to submit shop drawings indicating duct layouts, conderrhser location, duct sizes, etc. to REVISIONS contractor after review. items requiring stop drawings Include hide but are mot limited to roof trusses, floor t Unless otherwise shown,provide 1 lintel with 6'mi irnum bearing for each 4' of wag thickness. Architect prior to installation Mechanical subcontractor to review structural shop dhawings and notify the Architect of any trusses, stairs, cabinets, verities, etc. Should the design or configurations of any prefabricated component be 2 Lintel Schedule: mechanical and structural and design intent conflicts prior to construction modified during construction from previously approved shop drawings,thee Architect shag be furnished, prior Spar: Size of Member 3. All work shag be done in a neat and workmanlike mariner and so as to not neecdessly hamper that portion of the work NO. DATE DESCRIPTION to fabrication, with revised shop drawings incorporating the revision If tthe Architect is not provided with the Up to 4'-0' 3 V2 x 3 V2 x 1/2 or 2-2x6 performed by others. above information, the client shag defend, indearify,and hold harmless :the Architect from any claim or suite 4'-T to 5'-0' 4 x 3 V2 x 5/16 or 2-2x8 B. Plurribina - whatsoever, inducing but not limited to, at payments, expenses or costs included arising or alleged to have 5'-T to 6'-0' 5 x 3 V2 x 5/16 or 2-2x10 1 AI work shag be in fu l accordance with at arrant codes and regulations of ()ovemrning agencies. arisen from prefabricated items. 6'-T to 8'-0' 6 x 3 V2 x 3/8 or 2-2x12 2. At work shag be done in a neat and workmanlike manner and so as to not neecdessly hamper that portion of the work 10. The conditions and assumptions stated in these specifications shag the verified by the contractor for performed by others. conformance to local codes and conditions. In the event of a discrepaincy between these specifications and L, Plywood 3. Piumnbing subcontractor to review structural and mechanical draw ings and notify thine Architect of arty plumbing, local codes or conditions, the contractor shall notify the Archhtect in wrilithg of the discrepancy and special 1 AI plywood shal be Doug fir or equal. It shah be marufactured and graded in accordance v tin HVAC, structural and design intent conflicts prior to construction Architecting requirements shag be applied to insure the buridngs structural integrity. DOC PS 1-95 for Construction and industrial Plywood It These requirements may be superseded by more stringent information contained within 2. Each plywood sheet shad bear the'APA' trademark DIVISION 16 - ELECTRICAL the drawings. The more stringent shag be folowed 3. AD end joints shal be staggered and shad butt along the center Ines of framing members. 12. Sod conditions shall conform to or exceed the following conditions: 4. The face grain of the plywood shal be laid at right angles to the joists and trusses and parallel to the studs. t AD work shag be in fug accordance with all applicable National, State and Local nodes and shal comply with the -- Bearing Capacity: Min 2000 psf. field verified under all footings and reiniforced slabs. 5. Nets shal be placed 3/8' mnimhum from the edge of the sheets. The mrirrnm nal penetration into framing requirements of the serving Water Table. Min 2'-V below bottom of at concrete slabs and footng)s. Footings, foundations, wals, and members shal be 1 V2' for 8d nals and 1 3/8' for 10d nails. power and telephone companies. slabs shal not be placed on or in Marine Clay, Peat and other organic rmaterials. 6. AI floors shall be paled as per naing schedule. 2. All work shall be done in a neat and workmanlike manner and so as to not neerdessy hamper that portion of the 13. Live Loads: Roof: 20psf. Floor. 40psf (except sleeping rooms: 304psf). Exterior Balconies 60psf. Stair Landings: M. Comer Braana work Maximum 40psf. Wind Loact 15psf. Garage: 50psf. Maxi foundation lateral pressure: 40psf. Dead Loads: 10psf. performed by others. t Unless otherwise noted r comers o brace exterior building x ding with 1 4 diagonals, let into st uds, or w x ith 4 8 Decks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails & Handrals 200psf. 3. Installation: plywood sheet of thickness to match that of sheathing, or with metal strap devices installed in accordance 14. Bottom of footings shag extend below frost line of the locality and rmini um &-W below existing grade to a. AD equipment installed outdoor and exposed to weather shag be weatherproof. undisturbed sol or sot compacted to 95 % dry density having a b lying capacity as specified in Note TZ,ad mart naing schedule 2. Lap plates at al corners. b. Bottom of receptacles and switches steal be located 5'above counter top uniesss otherwise noted on drawings. as verified by a sots Architect licensed in the locality where project is I being bolt c. Receptacles shall be Installed vertically at 7above Trish floor and 7-10' o.c. hcorizontaly. At receptacles within 15. All foundation wall backfi under slabs where distance from edge of 1 wal to edge of undisturbed soli 6'-0' horizontally of a sink lavatory or tub shag be wired to a ground fault interrupted circuit. t At nailing steal comply with nading schedules (see attached schedule) and exceeds W.but less than 4'-0',shall consist of clean,porous, sol compacted in 6' layers to 95 7 dry density d Wal switches to be 487 above Om. or provide #4 rebar at 2'-0' ac.,T-0'beyond edge of undisturbed sol nand T-0' into foundation wall al state and local butting codes, a mat>fachrer's recommendations e. At smoke detectors to be line voltage and vied in a manner such that the actNation of one will activate at Each 16. Free draining granular backfi (SM or better) steal be used against foouandatbn wads consistent with the 0. Fro Stoppingt Fie stopping steal be provided to l concealed i (both vertical horizontal) with 2' floe level to have at least one smoke detector. Each bedroom to have its own sranoke detector in addition to a smoke architectural plans and related detals. Equivalent fluid pressure of backkfll rot to exceed 40pcf (pounds per o art of a conceaed draft openngso verca and detector boated in a hallway outside the bedrooms. . nominal lumber or 2 thicknesses of T nominal lumber with broken lap joints or other approved material. cubic foot). Ifbackfi pressures exceed 40pof, then wags must be desnigned for actual pressures by a f. A line voltage carbon monoxide detector shag be boated at each level of the dtweing ,including the basement or P. Alimrient: 174Lkibald Professional Architect licensed in the otherwocalityise where project is being butt 1 At rafters and joists framing from opposite sides shall lap at least six (3) inches and be naled together with carer. T7. Unbalanced fill rot to exceed T-0' unless otherwise rated and subsitantiated by Architectng calculations. �. (3) lOd face nails. ( (see attached nailing schedule for superceeding requirements) Backfdl shag not be placed against wals until slabs-on-grade and frameod floors are in place and have readied their design strength. Proper precautions shal be taken to brace foundiation wads when backfiring. Where 2. When framing and to end joists shag be seared together by metal straps. backfi is required on both sides,backfi both sides simultaneously. Q. Partitions: 1. Generale h U m k-5 ti DIVISION 3 -CONCRETE a. Provide sold blocking at 4'-0'o.c.between the joist and fist interior parallel joist. a` U F- b. Spices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. A. General c. Spices shag occur only directly over studs. i `7 � � F- t The concrete properties shag be as follows: d Structural variations are allowed 9 substantiated by Architecting calculations. Stamped by professional Architect a U Rem Mn.Comp. Strength MIT. Aoaeaate size Ram licensed to practice in t jurisdiction where construction is taking place. One set of calculations to be provided to � � i CE ® 8 Days (PSO Architect for approval prior to construction Footings 3,000 V2'-T 4' T e. Lap top plates at corners and Intersections. U © Q Slab-on-Grade 3,000 wr-r 4' V2' 2. Bearing Wars supporting one floc or more: Wals 3,000 11/2'-T 4' VZ a.Partitions must be constructed of minimum 2 x 4 studs spaced 16' o.c. of type lumber specified O v g Garage Slabs& exterior slabs 3,500 11/2'-T 4' T w/ 5% b.If a double top plate of less than 2-2 x Vs or 3-2 x 4's is used floor joists shag be ` CO all entrainment centered directly over and below bearing wag studs with a tolerance of no more than T unless substantiated by o V w Arciitectrhg calculations. r m t Q 2.Concrete work shall conform to at requirements of ACI-318 specificattions for structural concrete for buildings. c. Bearing stud wags must be sheathed with a minimum V2' gypsum board fastened according to drywall manufacturer recommendation 3. AD reinforcement,anchor bolts, pipe sleeves and other inserts shall bee positively seared in place and R. Wood Roof Trusses C) m `n located according to the appropriate architectural drawings and details :"°. C` `' o t Timber trusses shag be designed in accordance with accepted Architecting practices. Calculations, joint strength information r N B. Reinforcino Steel (allowable load per square inch a per nal, allowable edge distance, allowable end distances) load test data and other .�� , r 1 Reinforcing steel shall be intermediate grade new billet deformed bars; grade 60 conforming to ASTM & Information as necessary steal be submitted to local authorities for approval prior to fabrication Each truss shall be 615. Welded wire fabric steal conform to ASTM A-185. See architectural drawings for sizes and locations x r, seared at bearing with one 'rafter tie' metal type anchor at each end - .�, � 2.Detaing,fabricating and placing of reinforcenent shal be in accordance with ACI-318-%Manual of 7 Balding Code Requirements for Structural Concrete 2 Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design bads and to include this I d C) 0 information with shop drawings. Each truss to be secured at one end with a metal'rafter tie' type anchor and a 3. At reinforcing bars which intercept perpendicular elements shallterin laced two 0 inches Pate in hooks, scissors truss connector, 'Simpson'or approved equal,at the other end to tie down the truss while permitting the _o a truss to move outward without deflecting the wag O C U clear from outer face of element. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shad verify at spans, 4. The contractor shal notify the building official at least forty-eight (481) hours prior to each concrete pour. -- --- No concrete steal be oared Into footings containing standing dimensions, heel heights,pitches, etc. Fabricator must submit two sets of component steep drawings and truss layout p g ndng water or inud Footings shag be dewatered plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to prior to placement of concrete. No concrete shall be placed untl at reiinforcing has been installed by the Architect prior to fabrication, one for Architect's records and one to be returned to contractor after review. (� D A contractor and inspected by the building official or county approved Iceonsed inspector. 4. Truss shop drawings indicating calculations,loading, load test data, horizontal thrust and any other information 5. Mlnirnum protective cover for reinforcing steel shall be as follows: required shall be sealed by a professional Architect registered in the jurisdiction where construction is taking place anda. O G F b. Beams and whams 2' be submitted to bulling officials prior to fabrication �jt C Slab: 3/4' (Wire mesh to be placed at mid-depth of slab) 5. Store trusses above grade on wood sticking in such a way to prevent bending, warping or deflection of trusses. d Wags - 1 V4' at interior face: 3'at exterior face. 6. Roof Truss Bracing Instal permanent bracing for all wood roof trusses as specified below. Follow at 3c C. Foundation: recommendations specified in Bracino Wood Trusses: Commentary and Recommendations BWT-76 published by the t Footing depths are shown on the architectural drawings. Footings sheet bear a miwrxam of T-T into Truss Plate Institute, Inc. a. Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct naing should original umdistubed sot and a nhihimum of 3'-0" below finished grade. Where requuied step footings to ratio 0362't8 O@ of 2 horizontal to 1 vertical. adequately brace the top chord plan. However, when gable end trusses are used continuous 2 x 4 braces should be 2. Where conditions develop requiring changes in excavations, such chamnges shall be at a 45'be made as directed by the to the truss fro� These braces should occur at 3 points on each gable end: midspan OF Architect between roof center-Ine and wall on each side of center-line and at center fne of roof. 3. At footing excavations shall be inspected by the building official or cranty approved inspector prior to the b• Web Member Plane: Provide contwous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace placing of any concrete. Same shall be given forty-eight (48) hours notice for this observation should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nal this brace to air members it 4. Sot investigation and report: At earth work~ compaction and supervissrons shal be done according to the crosses. Install this bracing at at gabble or end wall conditions and at 14 foot mmhrr m intervals throughout the truss THIS CERTIFIES THAT THESE PLANS WERE recommendations of the soil investigation report prepared b a licensed I geotechrical Architect. Concrete slab system PREPARED UNDER MY DIRECTION AND �° P y SLPERVISION AND TO THE BEST OF MY and footing calculations are based on a 2,000 psf value. If on-sitetestt boring indicate lesser values, ratify c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of al roof trusses. Three rows Architect,in writing, so that necessary structural modifications can be mnade. minimum are required located at the V4 points of the truss span Securely nal these braces to ag members that it KNOWLEDGE, BELIEF AND PROFESSIONAL 5. Slab-on-grade shall be 4' thick reinforced with 6 x 6 Wt4 x W14 WWVF and shal be placed on 6 mt cr0 s JUDGEMENT COMPLY WITH THE LATEST S. Wood Floor Trusses: PROVISIONS OF THE NEW YORK STATE vapor barrier on 4'crusted stone. manufacturer's UNIFORM FIRE PREVENTION, BUILDING CODE I Floor trusses to be manufactured and installed in strict accordance with factuer ions.'s recommendations. AI 6. Slab-on-grade at porches shal be 4' thick unless otherwise noted AND THE NEW YORK STATE ENERGY spans, joist depth and spacing to be verged by manufacturer's. Shop drawings indicating calculations, loading, bad 7.Instal anchor straps as per mfg. recommendations: 7from comers and Intervals as per plans. CONSERVATION CONSTRUCTION CODE Minimum embedment for anchors steal be as specified by manufactures. test data and any other information required shag be sealed by a professional Artifact registered in the jurisdiction where construction is taking place. Truss manufacturer shall verify at spans, dimensions, bearing points spacin etc. 8. Beam pockets shal be formed into concrete wags to provide a contitnuous level flat sold bearing surface Fabricator must submit two sets of co s) for all beams. mplete shop drawings and truss layout plan, each sealed by a professional DRAWING Architect registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for DIVISION 6 -WOODArctitects records and one to be retuned to contractor after review. GENERAL NOTES 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent A, Lumber Grade: American Softwood Lumber Standard exposure to the elements. Always store upright, especially if stacking. Grading shag comply with DOC PS 20-70 ' ' and applicable Westeern Wood Products Association standards. DIVISION 7- THERMAL AND WXTURE PROTECTION t At lumber shall be, unless otherwise rated, No. 2 grade. Douglas Fir--Larch with the following rnirimum structural values. A. Roofna a Extreme fiber bending stress: 2 x & WD:R Fb 875 PSI t Fiberglass Shingles: THIRTY(30) year self seari ng irmg sfingles over 1 layer of 30# asphalt situated felt tnderlayment b. Horizontal Shear. Fv -95 PSI unless otherwise noted Instal according to manufacturer's instructions. a Compression perpendicular to grain: FcL =625 PSI 2. Cedar Shakes #2 grade red-label cedar shakes (18' 1 x .45D over one layer 30# a.s.f. undedayment Instal with 4 d Compression parallel to grah Fc - 1300 PSI V2'weather exposure. Apply an 18" wide strip of 30# a.s.f. over each course of shakes,9' from bottom edge of shake PROJECT:e. Modulus of elasticity: E = 1600,000 PSI extending over top of shake and onto sheathing.f. a S to g n o I 1 a f. Moisture content: 19 % maximum. 3.Eave Flashing See rate B-4,below. B. Flashina 2. Other species may be used provided substituted species shall meet or exceed requirements noted above. 1 At flashing, counter flashing, and coping when of metal shag be of not less than no. 26 U.S. gauge corrosb"esistant Residence 3. Moisture content: AN lumber 4' and deeper shal have moisture continent not greater than 19 7, all dried li b mber metal desired but not necessary. Lumber may be kin dried however drying process must be slow and regulated to cause a 2. Flash all exterior openings and at building corners with approved material to extend at least 4' behind wall covering minimum amount of checking, comparable with all dried stock Cover at exposed plywood at bulling corners with waterproof building paper. 3655 Stillwater Avenue, 4. At exterior timber and lumber in contact with masonry or concrete sBhall be pressure preservative treated in 3. Step flash at at roof to wag conditions. Flash and caulk wood beams and other projections through exterior wals or Cutchogue, NY 11935 accordance with AF&PA standards and stamped Ground Contact 0.40 bs/cubic foot' roof surfaces. 5. Grade stamps shag appear on at lumber. 4.Eave flashing shall consist of two layers of 15# a.s.f. cemented together in addition to required naing from the edge 6. Store all lumber above grade and protect from exposure to weather.. of the eave up the roof to overlay a point 24 inches inside the interior wag Ine of the budd'irng. B. Flitch Beams: C. Attic Ventilation DATE 1/7/25 I Fitch beams shag have a minimum fb - '150()0,E-114 with V2' bolts I located not closer than 2' from the top and t Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened bottom edge unless otherwise noted There shag be a bolt top and botttom 2' from each end(see typical flitch plate ventilating openings protected against the entrance of moisture and rain in accordance with, PROJECT NO. 25/002-Castagnola bolt pattern deta0. NYS and local codes and ordinances. See details on architectural C.Joist Hang rr plans for locations and details. DRAWN BY MS 1 At pufns, joists and beams not framed over supporting members shall be supported 2. Joist hangers shall be prime quality steel which conforms to ASTM-Ak525,mil 22 gauge. Products acceptable DIVISION 8 -DOORS AND WIDOWS CHECK BY. MS shall be Sirpson, Kant-Sag, or equivalent. A General D. Bolts in Wood Framing t Windows in buildings located in wind-borne debris regions (120 mph wind zone or with-inn one rude of the ocean bay DWG N0. t At bolts in wood framing shag be standard marine bolts with standarird malleable ion washers or steel plate and sound) shal have glazed openings protected from wind-borne debris or the building shall be designed as a partially washers. enclosed building in accordance with the Building Code of New Yak State. Glazed opening protection for wind-borne 2. Steel plate washer sizes shall be as folows: debris shall meet the requirements of the Large Missile Test of ASTMS 1996 and of ASTME 1886 a V2' and 51W Dian bolts - 2-V4' sq. x 5/16' Excectiory _O b. 3/4' Dia. bolts-2-5/8' sq. x 5/16'. Wood structural panels with a minimuan thickness of 7/16 inch (1tl min)and a maximum span of 8 feet (2438 mm) shal G 3. Each bolt hole in wood shall be drilled V16'larger than diameter of bcolt be permitted for opening protection in ore-and two-story bindings. Panels shall be precut to cover the gazed 4. For sir anchors, see typical details on architectural drawings. openings with attachment hardware provided Attachments shall be provided in accordance with Table R302212 or shag be designed to resist the components and cladding bads determined in accordance with the provisions of the SCALE SHT. NO. Residential Code of New York State. AS NOTED __ i provided that is capable side-hinged,and shag provide a dear width of not less than 32 inches (813 mm) where measured R3122 Wndow fall protection 3. One-eighth-inch(32 mm) coat of surface-bonding cement complying with ASTM C887 R301.2.12 PROTECTION OF OPENINGS. of producing an average rumination of 6 footcarxies(65 lux) over the area of the room at a height of between the face of the door and the stop,with the door open 90 degrees (15T rod). The dear height Wndow fal protection shall be provided in accordance with Sections P312-21 4. Any material permitted for waterproofing in Section R4062. A perm rent cl China to s(Mandatory). ISSUED FOR: Windows h buildings located to wndborne debris regions shall have glazed openings protected from 30 inches (T62 mN above the floor level of the door opening shall be not less than T8 inches (1981 mm) in height measured from the top of the 5. Other approved methods o materials. permanent cert'rficate shag be completed by the builder a other approved party and posted on a wag whdbornedebrisorthebuldngshalbedesignedasapartiallyenclosedbuildinginaccordarcewith 3. Useofsunroomandpatiocovers,asdefnednSectonR202excessof40percentofthe, exterior threshold to the bottom of the stop.Other doors shag not beregiiedtocon" withtheseMinim n Indweingunits, wherrethetopofthesiofanoperablewindowoperingislocatedlessthan24Inches ExceptbrcPargngofuitmasorywalsisnotrequiredwhereamaterialisapprovedfordrect inthespacewherethefurnaceislocated,autlityroonoranapprovedlocationInsidethebuildinp. DATE DESCRIPTION ASCE 7.Glazed opening protection for windbome debris shag meet the requirements of the Large surroom wags are open, or are enclosed o ly by Insect screening dimensions. Egress doors shall be readily openable from inside the dweing without the use of a key or (610 mm)above the fhished floor and greater than 72 inches (1829 mm)above the finished grade or application to the masonry. Concrete wags steal be dampproofed by applying any one of the listed Where located on an electrical panel, the certificate shal not cover or obstruct the visbity of the Missile Test of an approved impact resisting standard or ASTM E 1996 and A1STM E 1886 referenced special knowledge or effort. other surface below ion the exterior of the fxuddng, the operable window steal comply with one of the damplxoofng materials or any one of the waterproofing materials pst�in Section R4062 to time exterior wait directory label, service disconnect label or other required labels. The certificate shag indicate the therein.Garage door R303.3 Bathrooms. following: of the wal Predominant R-values of Insulation installed ii or on ceii glazed opening protection for windbome debris shag meet the requirements of an approved Bathrooms, water closet compartments and other similar rooms shag be provided with aggregate glazing 8311.3 Floors and larKiVs at exterior doors rigs, roofs wags foundation components such as 2/21/25 DOB SUBMISSION impact-resisting standard or ANSI/DASMA 115. area in windows of not lessthan 3 square feet (0.3 m), we-half of which must be operable. There shal be a landing or floor on each side of each exterior door. The width of each landing shal be �gh t e windows with openings that s i not l aow a 4-eneddiameter(102 mm)sphere to pass slabs basement wags Dahl space wags and floors,and ducts outside conditioned spaces; a factors of not less than the door served Every lancing steal have a dimension of not less than 36 inches(914 � the opening wNhere the opening is h its largest opened position SECTION R408 UNDER-F1.00R SPACE fenestration and the solar heat gain coefficient(ShK,C)of fenestration,and the results from any required - Exception: Wood structural panels with a thickness of not less than 7/16 inch and a span of not more Exceptiorc rnm)measured 'n the direction of travel. The slope at exterior landings shal not exceed V4 rrd vertical 2.Operable windows that are provided with window fag prevention devices that comply with ASTM F duct system and r eacg envelope air leakage testing performed tin the bind than one value for each c fig• where there is more 4/1/25 DOB SUBMISSION 2090 R408.1 Ventdatiort anponernt, the certificate steal indicate the value covering the largest area than 8 feetshal be permitted for opening protectior� Panels shall be precut and attached to the framing The glazed areas shag not be requred where artificial ight and a local exhaust system are provided h 12 units horizontal(2 percent).Exceptiore Exterior balconies less than 60 square feet(5.6 m)and 3. Operable windows that are provided with window opening control devices that comply with Section The under-�space between the bottom of the floor joists and the earth under any building(exc ept The certificate shag indicate the types and efficiencies of heating,coding and service water heating surrounding the opening containing the product with the glazed opening Panels shal be preddled as The m>nimrn local exhaust rates shal be determined in accordance with Section M1507. Exhaust air• only accessble from a door are permitted to have a landing less than 36 hclhes (914 min)measured h RM-22. space occupied by a basement)shag have ventilation openings through founndation wags or exterior equipment. Where a gas-fired u nvented roan heater,electric furnace, or baseboard electric heater is required for the anchorage method and shag be secured with the attachment hardware provided from the space shal be exhausted the drection of travel wags. The mir immm net area of ventilation openings shall be not less than 1 square foot(0.0929 m)for Installed n the residence,the certificate shag iidcate 'gas-fred unvented roan beater, 'electric furnace' - Attachments shag be designed to resist the component and cladding bads determined h accordance dreCty to the outdoors. R31222 Wndow opening control devices. each 150 square feet (14 m)of under-floor space area,unless the ground surface is covered by a or baseboard electric heater;as appropriate. An efficiency shall not be Indicatead for gas-fired unvented with either Table R3012(2) or ASCE T, with the permanent corrosion-resistant attachment hardware R31t3.1 Floor elevations at the required egress doors. Window opening conttrol devices shall comply with ASTM F 2090. The window Class 1 vapor retarder material Where a Class 1 vapor retarder material is used the minimum net area roan heaters, electric f rnsces and electric baseboard heaters. opening contra device, provided and anchors permanently installed on the buidng Attachment in accoordance with Table R303.4 Mechanical ventilation Landngs or finished floors at the required egress door shall be not more than 1 V2 inches (38 mm) after operation to release the control device ab the window to full of ventilation openngs shall be not less than 1 square foot (0.0929 m)for each 1500 square feet (140 R30t212 is permitted for buildings with a mean roof height of 45 feet or less where the ultimate design Where the air infiltration rate of a dweing unit is 5 air changes per hour or less where tested with a lower than the top of the threshold `n t Y open shag not reduce the net m) of under-floor ce area. One such ventea' N1103.1(R403.0 Controls oAandat ) - - clear opening area off the window unit to less than the area required by Section R31021 � trig opening steal be within 3 feet (914 min) of each At least one thermostat shot beer Wind speed,V, is 180 mphor less blower door at a pressure of 02 Exception:Thhe lanckng or floor on the exterior side shal be not more than 7 3/4 fiches(196 mm)below corner of the building p ovided for each separate heating and cooling system TABLE R30t212 WPDBORNE DEBRIS PROTECTION FASTENNG SCHEDULE fFOR WOOD STRUCTURAL not w.c(50 Pa) h accordance with Section N11024.127991685),the dwelling unit shall be provided with the top of thhe threshold provided the door does not swing over the landing or floor. Where exterior R3132 One-and two-farrnly dwellings automatic fire sprinkler system One-and two family dwellings whole-house mechanical ventilation in accordance with Section M15073 landings or floors serving the required egress door are not at grade ,they shag be provided with having a height of three stories above grade shal be equipped throughout with an automatic sprinkler R4082 Openings for under-floor ventilation N1i ati(R4MADProgrammabie thermostat. PANELSa,b, c,d access to grade by means of a ramp In accordance with Section R31t8 a a stairway in accordance system The minimiu m net area of ventilation openings shal be not less than 1 square foot(0.0929 m ) for each The thhermostat controing the primary heating o cooing system of the dwe6ng unit shag be capable of R303.5 Opening location with Section R311T. R313.2.1 Design and installation Au tomatic residential fire sprinkler systems shal bedesigned and Installed 1W square feet(14 m )of tender floor area. One ventilation opening shag be wit in 3 feet(915 mm) of Controling the heating and cooking system on a daily schedule to maintain different temperature set FASTED TYPE FASTENER SPACING(riches) Outdoor Intake and exhaust openings shal be located in accordance with Sections R303.5.1 and in accordance with Slection P2904 or NFPA 130. each comer of the budding. Ventilation openings shall be covered for their height and width with any of points at different tines of the day. This thermostat shag include the capability to set back or - Panel span(less than 4 feetX4 feet to 6 feet)(6 feet to 8 feet) R303.5.2 R31132 Floor elevations for other exterior doors. R3141 General the following materials provided that the least dimension of the covering shal not exceed /inch(6.4 temporarly operate the system to maintain zone temperatures of not less than 55 F (13 C) to not I No.8 Screws 16' Xr 8' R303.5.1 intake openngs. Doors other than the required egress door shall be provided with landings or floors not more than 7 3/4 Smoke alarms shall comply with NFPA 72 and Section R314 rtrel: greater than 85 F(29 C). The thermostat shag be programried initially by the manufacturer with a No. 10 Screws 16' 12' 9' Mechanical and gravity outdoor air intake operngs shag be located not less than 10 feet (3048 mum) inches (196 mm) below the top of the threshold t Perforated sheet metal plates not less than 0.070 inch (18 mN thick heating temmperature setpoint of not greater thhan 70 F (21 C)and a cooing temprerature setpoht of not from any hazardous or noxious contaminant,such as vents, c irrmys,pkmbing vents,streets,slays, Exception: A top landng a rat required where a stairway of not more than two risers is boated on the R314.11 Listings. 2 Expanded sheet metal plates not less than 0.047 inch(t2 mm) thick less than T8 F (26 C). a. This table is based on 180 mph ultimate design wind speeds, V,and a 331-foot mean roof height. parking lots and loading docks.For the purpose of thus section,the exhhaust from dwelling unit toilet exterior side of the door,provided that the door does not swing over the stairway. Smoke alarms shall bile listed h accordance with UL 217. Combination smoke and 3. Cast-iron grl or grating. N1103.12 tR403.t2)Heat b.Fasteners shall be istaled at opposing ends of the wood structural paneL, Fasteners shall be located roomms,bathrooms and kitchens shag not be considered as hazardous or noxious carbon monoxide alarrms steal be listed h accordance with LL 217 and UL 2034. 4. Extruded bad-bearing bride vents. Supplementary Hest (Mandatory). not less than 1 ich from the edge of the panel. Except: R3113.3 Stom and screen dons 5.Hardware cloth of 0.035 inch(089 mmJ wire or heavier. Heat pumps having supplementary electric-resistance heat shall have controls that, except during c.Anchors shall penetrate thrown the exterior wall covering with an embedmment length of not less than 1 The 10-foot (3048 mm)separation is not required where the intake opening is located 3 feet(914 Storm and screen doors shall be permitted to swing over exterior stairs and landings 83142 Where regtiredd 6. Corrosrarresistant wire meshh, with the least dimension being/ich(32 mrn) thick load st,prevent supplemental heat operation when the heat pump cortpressor can meet the heating 2 inches into the budding frame.Fasteners shag be located not less than 2/'inches from the edge of min) or greater below the contaminant source. concrete block or concrete. 2 Vents and chimneys serving fuel-burning appliances shall be terminated'n accordance with the R3117 Stairways. Smoke alarms chat lone provided in accordance with this section Exception The total area of round surf opeis cs steal w permitted to d reduced p / of the txhder-floor area where the grand surface is covered with an approved Class I vapor retarder material d Panels attached to masonry or masonry/stucco shag be attached using vibration-resistant anchors applicable provisions of Chapters 1B and 24. R31t7.1 Widthh. R31421 New construrctron. and the required openings are placed to provide cross ventilation of the space.The installation of N1103.3.3 (R403.3.3)Duct testing(Mandatory). having an ultimate withdrawal capacity of not less than 1500 pounds 3.Clothes dryer exhaust ducts shall be terminated in accordance with Section M15023. Stairways shall be not less than 36 fiches (914 m i) in clear width at al points above the permitted Smoke alarms shal bme provided h dweing units . operable louvers shag not be prohbited Ducts shall be pressure tested to determine air leakage by one of the following imethods: REVISIONS R303.52 Exhaust openings. handral height and below the required headroom height.Handrails shot not project more than 4 V2 Exhaust air shall not be directed onto wakwaysie R303.6 Outside opening protection.Ai exhaust and inches (114 mmJ on either side of the stairway and the dear width of the stairway at and below the R31422 Alterations,rrepairs and additions R408.4 Access across-h test Total leakage steal be measured with a pressure drfferential of 0:,1 inch hull(25 Pa) R302.9 Flame spread Index and smoke-developed index for wall and ceing finishes. intake openings that terminate outdoors shall be protected with corrosion-resistant screens,louvers or handrail height,irckxfng treads and landings,shall be not less than 31 V2 Inc es (T87 mhm) where a Where alterations, relpaiirs or additions requiring a permit occr,or where one or more sleeping rooms are Access shag be provided to al under-floor spaces.Access openings through the floor shall be a across the system,ihckuding the manufachrer's air handier mclosure f installed ad the tine of the test. Flame spread and smoke developed Indexes for wall and ceing finishes shah'be h accordance with Orgies having an opening size of not less than /ixh(6 mm)and a maximum opening size of/inch(13 handrail is Installed on one side and 27 inches (698 mrN where handrails are provided on both sides. added or created to�exssting dwe6ngs,the individual dwelling unit shall be equipped with smoke alarms m of 18 inches by 24 Inches (457 mm by 610 rmn). Openings through a perimmeter wag shall be not Registers shall be taped or otherwise sealed Bring the test. NO. DATE DESCRIPTION Sections R3029.1 mm), in any dmenson. Openings shal be protected against local weather conditions.Outdoor air exhaust Exceptiorc The width of spiral stairways shall be In accordance with Section R31t7.10.1 located as required for raw dwellings . less than 16 inches by 24 inches(407 mm by 610 mm). Where any portion of the through-wal access is � below grade,an areaway not less than 16 inches by 24 inches (407 mm by 610 mm) shall be provided 2Postcosstrthe a test. stem leakage shag m measured with a pressure diffre.R al t 0.1 hch hull. lie and Intake openings steal meet the provislons for exterior wag oPerrng protecthves h accordance with Pa) across the entire s term,ink - R3029.1 Flame spread index this code, R3t172 Headroom t Work involving the exterior surfaces of dwellings ,such as the replacement of roofing or siding the The bottom of the areaway shall be bebw the threshold of the access opening Through wall access Ys the manufacturer's air handier enclosure.Registers shag be taped - Wag and ce1W fnshes shall have a flame spread index of not greater than 1200. R303.T Interior stairway Illumiiation.Interior stairways shal be provided with an artificial ight so rce to The headroom in stairways shag be not less than 6 feet 8 Inches (2032 mm) measured vertically from addition or replacement of windows or doors,or the addition of a porch or deck,are exempt from the openings shag not be located under a door to the residence.See Section M1305.14 for access or otherwise sealed during the test. Exception:Flame spread Index requirements for fnishhes shall not apply to trirm defined as picture molds, tkrninate the landings and treads.The light source shal be capable of iuniinathg treads and landings thhe sloped fine adjoining the tread nosing or from the floor surface of the landing or platform on that requirements of this section requirements where mechanical equpnmt is located under floors. chat rails,baseboards and handals;to doors and windows or their frames;our to materials that are less to levels of not less than 1 foot-candle (11 lux)as measured at the center of treads and land rigs. portion of the stairway. 2 hstalation, eIterationh or repairs of pkmbing or mechanical s terns are ex captions: ys emnpt from the requirements than/ hch (0.91 mnm)h thickness cemented to the surface of wals or cednps if thhese materials exhbit There shag be a wag switch at each floor level to control the light source where thhe stairway has six Exceptions: of this section. R408.5 Removal of debris. - - flame spread index values not greater than those of paper of this thickness cemented to a or more risers 1 Where the nosings of treads at the side of a fight extend under the edge of a floor opening through Thhe unndier-floor grade shall be cleaned of al vegetation and organic material.Al wood forms used for lA duct building t test steal rot be required where the ducts and air handers ere located entirely nonoombustble back o Exceptiorc A switch is not required where remote, central or automatic control of lghthg is provided which the stair passes, thhe floor opening shag be slowed to project horizontally into the required R314.3 Location. placing concrete shag be removed before a budding is occupied or used for any purpose.Al wttm buir tg envelope. headroom not more than 4 3/4 Inches(121 mm). Smoke alarms shal b)e Instaled h the following locations: costruction materials shal be removed before a budding is occupied or used for any purpose. R302-92 Smoke-developed Index R303.8 Exterior stairway illumination. 2 The headroom for spiral stairways shall be in accordance with Section R3tt7.10.1 t In each sleeping rouom R408.6 Fi ished grade. 2.A duct air-leakage test shal not be required for ducts serving heat or energy rrecovery ventilators Wal and ceiling finishes shall have a smoke-developed index of not greater tthan 450. Exterior stairways shag be provided with an artificial light source boated at the top landing of the 2 Outside each s arate The finished ade of under-floor surface shag be that are not Integrated with ducts serving heating or cooling systems. stairway.Exterior stairways providing access to a basement from the outdoor grade level steal be R3tt7.3 Vertical rise. eP sleeping area h the immediate vicinity of tine bedrooms. gr permitted to be located at the bottom of the 3.On each additionall stay of the dweing,icl uding basements and habitable attics and not icluding footings; however, where there is evidence that the groundwater table can rise to within 6 Inches(152 Flame Flame spread index and ed find x for insu index for insulation provided with an artificial light source boated at the bottom landing of the stairway A fight of stairs shal not have a vertical rise larger than 147 inches (3734 mm)between floor levels or crawl spaces and unurihatotable attics .In dwellings or dwelling writs with spit levels and without an rm) of the fi ished floor at the buldng perimeter or where there is evidence that the surface water p written report of the results of the test shay be signed by the party cohductirnp thine test and Flamme spread and smoke-developed index fa insulation steal be h accordance with Sectors R30210.1 Ian". intery does not readily drat from the building site,the ade h the under-flax provided to the buidirig official through R30210.5 R304.1 Mivam area. the adjacenbwer level � adjacent levels,a smoke alarm installed on this upper level shag suffice fa gr space shah be as high as the provided that the lower level is less than one fun story below the upper level Outside fi ished grade,unless an approved ddrainage system is provided Habitable rooms shal have a floor area of not less than 70 square feet (6.5 m). R3117.4 Wakine. 4.Smoke alarms shall bernstaled not less than 3 feet(914 mm)horizontaly from the door or opening N1103.5.1 fR403.5.UHleated water cioiatiah and temperature maintenance systems(Mandatory). R30210.1 hs iatiort Exception Kitchens. The wal line across winder treads shall be concentric to the curved direction of travel though the turn of a bathroom that contains a bathtub or shower mess this would prevent placement of a smoke R408.7 Flood resistance. Heated water cFaiation systems shall be In accordance with Section Ni103.5.11 Heat trace temperature Insulation materials, hckidng fachgs, such as vapor retarders and vapor-pemmeable membranes installed and located 12 inches (305 mN from the side where the winders are narrower.The 12-hch(305 mm) alarm requred by Secction R314.3 For buildngs boated'n flood hazard areas as established 'n Table R3012M maintenance systems shal be h accordance with Section N1103.5.12 Au tomatic controls, temperature written floor-ceding assembles,roof-ced'ng assembles, wall assemblies, crawl sppaces and attics shal have R3042 Mnirri m dimensions. dimension shag be measured from the widest point of the dear stair width at the waking surface of the sensors and pumps shall be accessible.Manual controls steal be rea city accessble. a flame spread Index not to exceed 25 with an accompanying smoke-devehmped index not to exceed {affable rooms shall be not less than 7 feet(2134 mm)in any horizontal dimension vender.If winders are adjacent within the fight, the point of the widest clear staff width of thhe adjacent R314.4 Interconnectiom t Walls enclosing the eider-floor space shall be provided with food openings h accordance with 450 where tested 'n accordance with ASTM723. Exceptiorc Kitchens. winders shall be used Where more than once smoke alarm is required to be Installed within an individual dw Section R32222 N1103.5.11(R403.5.t'DCicxiatlon systems. Exceptions: cuing�s 2 The fi ished and level of the under-floors ce shag bee al to or hi Heated water circulation systems shag be provided with a circulation pump. The m tern return accordance with Secttlon R314.3,the alamm devices steal be intercorxiected in such a manner that the gr Pa qu g� than the outside ys pipe steal t Whhere such materials are installed h concealed spaces, the flame spread iindex and smoke-developed R304.3 Height effect on room area R31t7.5 Stair treads and risers. actuation of one alarm will activate al of the alarms h the indvidual dwelling unit. Physical fnlshed grand level on at least one side. be a dedicated return pipe or a cold water supply pipe. Gravity and themmosyphom donation systems index Imitations do not apply to the facings,provided that the facing is installed h substantial contact Patio s of a room with a sloping ceiing measuring less than 5 fee (1524 mN or a furred oeing Stair treads and risers shal meet the requirements of this section For the purposes of this section, interconnection of smoke alarms shall not be required where listed wireless alarms are I staled and al Exceptiorc Under-floor spaces that meet the requirements of FEMA shag be prohibited Controls for circulating hot water system pumps shag start then pump based on the with the unexposed surface of the caling, floor or wag finish measuring less thhan 7 feet (2134 mmn)from the finished floor to the fiished ceiling shall riot be dimensions and di meramed surfaces shall be exclusive of carpets,rugs o nrhiers. alarms sound upon adctivation of one alarm identification of a demand for hot water within the occupancy. The controls shag,automatically tun off 2.Cellulose fiber loose-fir insulation, that is not spray applied,complying with (the requirements of Section considered as contrbutng to the min rum required habitable area for that room Exceptorc Interconnecctioi of smoke alarms in existing areas shall not be required where alterations o R302-11 F'reblockrng. the pump when the water In the circulation bop is at the diesied temperature arnd when there is no R30210.3, shall not be required to meet the smoke-developed index of not rmore than 450 and shag be R3117.5.1 Risers. repairs do not result in removal of interior wal or ceding finishes exposing the structure,unless there is h combustble construction,fie-bbckhg shag be provided to cut off both vertical and horizontal �nd for hot water. required to meet a smmoke-developed index of not more than 450 where teshted h accordance with R3051 Minirxm height The riser height shag be not more than 8 V4 Inches (209 mm). The risershal be measured vertically an attic , crawl spacce or basement avalable that could provide access for interconnection without the concealed draft openings and to form an effective fie barrier between stories,and between a top CAWULC S1022 Habitable space,hallways and potions of basements containing these spaces shall have a ceiling between leadinng edges of the adjacent treads. The greatest riserhhetdht within any fight of stairs shag removal of Interior finishes. R314.5 Combination alarms. story and the roof space. NlU3.5.12(R403.5.1.2)Heat trace systems. 3.Foam plastic Insulation shall comply with Section P316 height of not less than T feet (2134 mm).Bathrooms, toilet rooms and laundry rooms shall have a ceiling rat exceed the smallest by more than 3/8 hch(9.5 mm).Risers shal be vertical or sl from the Freblocking shall be provided in wood-framed construction in the following locations: Electric heat trace systems steal coney with EEE 515.1 or UL 515. Controls for suuch systems shah oPed Combination smdce aril carbon monoxide alarms shot be permitted to be rued in Neu of smoke alarms. height of not less than 6 feet 8 fiches (2032 mm�). underside of the nosing of the tread above at an andenot more than 30 degrees (0.51 rad) from the 1 h concealed spaces of stud wals and partitions,Including furred spaces and parallel rows of studs a automatically adjust the energy input to the heat tracing to maintain the desired wvater temperature in R302.102 Loose-fl insulation Exceptions: vertical.Open risers are permitted provided thatthe openings located more than 30 inches(762 mmJ,as R314.6 Power so rce. staggered studs,as folows. the Pig in accordance with the times when heated water b used In the occupancy. Loose-fir insulation materials that cannot be masted'n the ASTM E 84 o LJL 723 apparatus witout a 1 For rooms with sloped ceings,the required floor area of the room shal have a ceiling height of not measured vertically,to the floor orgrade below do not permit the passage of a 4-hch-dameter(102 Smoke alarms shall receive then mar building 'ing •ng is served from tt Vertica at the and floor levels. screen or artificial supports shag pr Y Power from the wir where such wr9 c«mpy with the flame spread and smoke-developed rirr,its of Section less than 5 feet (1524 mm)and riot less than 50 percent of thhe required floor area shag have a ceding mm)sphere. a dortmnercial source and where p ery ing t2 Horizontally at intervals not excee 10 feet(3048 rmJ. Nh03.6 ding sal be provi ventilation tMation that - - - - -- prmary power is interrupted shag receive ower from a batt VJur' � The building steal be provided with ventilation that lies with the r R30210.1 where tested ii accordance with CAN/ULC S102- height of not less than 7 feet (2134 mm). Exceptions: shag be permanent and without a disconnecting switch other than those required for overt rrent 2 At intercornecbors between concealed vertical and horizontal spaces such as occur at soffits,drop c�P equirements of Section M1505 or - i= U I ` Exception:Celtiosic fiber loose-fir hstiation steal not be required to be tested h accordance with CAN/ 2 The ceding height above bathroom and toilet room fixtures shag be such that the fixture is capable t The opening between adjacent treads is riot united on sp mall taiways protection celrngs and cove cedngs. with other approved meats of ventilation Outdoor air intakes and exhausts shall have automatic or (wj F a , ULC S102.2,provided such insulation complies with the requirements of Sectioons R30210.1 and R30210.3 of beng used for its Intended purpose.A shower or tub equipped with a showerhead shall have a 2 The riser height of spiral stairways shal be h accordance with Section R31t7.10.1 Exceptions: 3.In concealed spaces between staff stringers at the top and bottom of the rut Enclosed spaces gravity dampers that dose when the ventiation system is not operating L� k� h._ ceiing height of not less than 6 feet 8 Incomes (2032 mmm)above an area of not less than 30 inches t Smoke alarms shall be pemitted to be battery operated where Installed h buildngs without commercial under stairs shall comply with Section R3027. • - 2i U R302.10.3 Cellulosic fiber loose-fll insulation (762 mN b 30 inches(762 rmm>)at the showefiead R3tt752 Treads. ower• 4. At openings around vents, N1104.1(R404.VUghting equipment(Mandatoy). I:.; _-� W y p pipes,ducts,cables and wires at ceing and floor level, with an approved I F . Celuloslc fber boss-f�1 iisuiation shag comply with CPSC 16 CAR Parts 1209 and 1404.Each pad<age 3.Beams, girders,ducts or other obstnuctiom h basements containing habitable space shag be The tread depth shal be not less than 9 ixcies (229 mm). The tread depth shag be measured material to resist the free ssa of flame and o ducts of comtuustiat The material Not less than 90 percent of the permanently installed ighthg fixtures shay contain only highi-efficacy >- "- 2 Smoke charms Instaalled h accordance with Section R31422 Pa 9e P< fining this athttiar � v of such insulating material steal be clearly labeled In accordance with CPSC 116 CFR,Parts 1209 and permitted to project to within 6 feet 4 inches(1931 mm)of the fi ished floor. horizontally between the vertical planes of the foremost projection ofadjacent treads and at a right space shag not be required to meet the ASTM E 136 requirements. lamps. i ,4 r� 1404• R305A1 Basements. anOe to the treads leading edge. The greatest tread depth wIthinany fight of staffs steal not exceed SECTION R315 5. For the freblocking of chimneys and fireplaces,see Section R1003.19. V) < Portions of basements that do not contain habitable space a hallways shal have a ceiling height of not the smallest by more than 3/8 hch(9.5 mmdd CARBON MONOXOE,ALARMS 6.Freblock'rng of cornices of a two-famly dweing is required at the it*of dwelling unit separation (.i � Q R302.10A Exposed attic insulation. less than 6 feet 8 inches (2032 mm). R315.1 General `� Exposed insulation materials installed on attic floors shag have a critical radant flux not less than 0.12 Exceptorc At beams, girders,ducts or other obstructions, the ceifrng heighht shag be not less than 6 feet R3117.521 Wnder treads. Carbon monoxuth alanmts shad comply with Section R315 R3021tl Freblockirig materials. U_ c O watt per square centimeter. 4 inches (1931 mm)from the fiished floor Winder treadds shall have a tread depth of not less than 10 Inches(254 mmJ measured between thie Except as provided h Section R302.11 Item 4, frebbdcing shall cosist of the following materials- i', �'- vertical planes of the foremast projection of adjacent treads at the Intersections with thhe wakfne. R315.11 Listings. t Two-hch(51 mm)nominal kmber. ' O , 9 R30210.5 Testing SECTION R309 GARAGES AND CARPORTS Winder treads shall have a tread depth of riot less than 6 inches(152 mm) at any point within the dear Carbon monoxide alarms shall be listed in accordance with UL 2034. Combination 2 Two thicknesses of 1-ihchh (25.4 mmJ nominal kmber with broken lap joints. t{ � Tests fa critical radant flux shall be made in accordance with ASTM E 970). R3025 Dwelling-garage opening grid penetration width of the stair. WIthh an fir t of stairs the gar eat winder tread depth at the wakfrie steal not 3. One thickness of 23/32-inch(18.3 mmm)wood structural with ' ' is backed b 23/32 -inch '\' • L_ `'- _J R30211 Freblocking. amid enetratios protection Y 9 carbon monoxidde andJ smoke alarms shah be listed h accordance with UL 2034 and R3152 Where P In bon Y OpeirW p o ugh the walls a callings separating the dwelling from the garage shall be exceed the smalest winder tread by more than 3/8 hch(9.5 mrJ.Cosistenty shaped winders at the fegtiredi (18.3 mm)wood structural panels. F C) N_ Q h comb ustble construction,fre-blocking shall be provided to cut off both vexticat and horizontal in accordance with Sections R302-Sl through R3025,3 wakkie shall be slowed within the same fight of stairs as rectangular treads and do riot have to be Carbon monoxide Maerm shag be provided h accordance with Sections R315.21 and P31522 4.One thickness of 3/4 -inch(19.1 rrim)particleboard with joints backed by 3/4 -hch(19.1 m ) C concealed ddraft openings and to form an effective fre barrier between stories,and between a top within 3/8 hch(9.5 mm)of the rectangular tread depth. particle-board .P story and the roof space. Freblocking shag be provided ii wood-framed construction h the following R302.5.1 Opening protectior. Exception The tread depth at spiral stairways shall be in accordance with Section R31tT.10.1 R31521 New construcction. 5. One-half-inch (12.7 m )gypsum board I-` U m g locations: Openings from a private garage drectly into a room used fa sleeping purposes shag not be permitted t In concealed spaces of stud wags and partitiors,incl udng furred spaces avxl paralel rows of studs a Other operchgs between the rage and residence shall be equpped with sold wood doors not less RMT.5.3 Nos For new constrndom carbon monoxide alarms steal be provided in dwefng traits where either or both of 6. One-quarter-inch(of mN cerrool or glas fib r or Y u 3 u1 tf) ga lugs. the following conditions exist. 7. Batts a blankets of mineral hod or glass fiber a other approved materials installed in such a �,..,ar°�; C:) � N j staggered studs,as follows: than 1 3/8 Inches(35 mm)in thickness, sold or Honeycomb-core steel doors not less than 1 3/8 The radius of curvature at the nosing shag be not greater than 9/16 hch (14 mm). A nosing projection t The dweing unit ccontahs a fuel-fred appliance. manner as to be sec rely retained h place. ` > r:- it Vertically at the ceding and floor levels. Inches (35 mm)thicck, or 20-minute fie-rated doors, equipped with a self-elo ' device. not less than 3/4 hch(19 mm) and not more than 1 V4 inches (32 min) shag be provided on stairwa 8.Cellulose Insulation installed as tested in accordance with ASTM E 119 or UL 263. for the specific < c, u t2 Horizontally at ntervab rot exceeding 10 feet (3048 mN. Ys 2 Tune dwelling writ h:as an attached garage with an opening that comxnicates with the dwelling taut. with sold risers. The greatest nosing projection shall not exceed thhe smallest nosing projection by more appication. .". ,. M' X c� 2 At htercomectlors between concealed vertical and horizontal spaces such as occur at soffits drop R302-52 Duct penetration. than 3// hch (9.5 mmm)between two stories,incl udrig the nosing at the level of floors and landings. R31522 Alterations,reepars and additions. t ,,; _ � � Q)I celings and cove ceilings Ducts in the garage and ducts perietratng thhe Weis Or colings separating the dwelin9 from thhe garage Beveing of no*igs shah not exceed V2 inch(12T mim) Where alterations ,reipairs or additions requiring a permit occur, or where one or more sleeping rooms SECTION R807 ATTIC ACCESS '�� 0 '- �' 3. In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �p be constructed of amine nrn No.26 gage(0.48 mm) sheet steel or other approved material and Exception: A nosing projection is not required where the tread depth is not less than 11 inches (279 are added or created in existing ddweings,the individual dwelling unit shal be equipped with carbon R807.1 Attic access. ! ' ") '.- under stairs shag comply with Section R302T chap not have openings into the garage mm'J. monoxide alarms boated as required for new dwellings . Buildings with combustible ceding or roof construction shag have an attic access opening to attic areas C? 4. At openings around vents,pipes,ducts, cables anal wires at ceding and floor level, with an approved 2 Where handrail that have a vertical t of 30 fiches (762 rmJ or greater over an area of not less than 30 square . O "- fittings a bendiirigs are used to provide contrxaus transition between fights, Exceptions: hegh C'� �- U material to resist the free passage of flame and products of combustio. Thhe material filing this annular R3025.3 Other penetration. transitions at winder treads,the transition from handral to guard,or used at thhe start of a fight, the t Wok Involving the exterior surfaces of dwellings,such as the replacement of roofing or siding, or thhe feet (2-8 m).The vertical height shall be measured from thhe top of the ceing framing members to the space shag not be required to meet the ASTME '06 requirements. Penetrations through the separation required in Section R3026 shall be protected as required by Section handrail height at the fittings or bendngs shall be permitted to exceed 38 inches(956 mmJ. underside of the roof fro members. Thhe r framed ening shall be not less than 22 inches b ____ addition o replacement of windows a dons a the addition of a pock a deck is exempt from the m ough- Y --- - - - - 5. Fa the fro�biockhg of chimneys and freplaces, see Section R1003.19 R302-11 requirements of this section 30 I ches (559 mm by 762 mmi)and shal be located to a halway or other readiy accessble location 6.Freblocking of cornices of a two-family dwelling is required at the line of dweing unit separation R31tM2 Contin ity. 2 Installation, aRerabo»n or repairs of pkmbiig or mechanical systems are exempt from the requirements Where located 'n a wall,thhe opening shag be not less than 22 incomes wide by 30 inches high(559 mm R3026 Dwelling-garage fie separation Handrals for stairways shag be contiuous for thhe full length of the fight,from a point directly above of this section wide by 762 mm high).Where the access is located 'n a ceing minimum unobstructed headroom h the D A R302.tt1 Fretiocking materials. The garage shag be separated as required by Table R3026 Openings h garage wags shall comply with the top riser of the fight to a point directly above the lowest riser of the flight.Handrag ends shag be attic space shag be 30 inches (762 rim)at some point above the access measured vertically from the I 5� �' Except as provided in Section R302-11 Item 4,frebbdcing shag consist of the following materials. Section R3025. Attachment of gypsum board shal comply with Table R7023.5. The wal separation returned or shag terminate in newel posts or safety termirieals. Handrals adjacent to a wag shag have a R315.3 Location bottom of cei'kng framing members. See Section M1305.t3 Q` j' 1 Two-hch (51 mm)nominal lumber. provisions of Table R302-6 shall riot apply to garage wets that are perpendaAar to the adjacent space of rat less than 1 V2 Inches (38 mm) between the wal and the handrails. Carbon monoxide alarms in dweing units shag be installed outside of each separate sl G 2 Two thicknesses of 1-hch (25.4 mm)nominal lumber with broken lap joints;. dweing unit wal Exceptions: bedrig area it the 3. One thickness of 23/32 -�irch(18.3 mm) wood structural panels with jointsi backed by 23/32-inch t Harxdads shall be erm fitted to be Interrupted by a newel t at the tun hhmeded vicinity of lithe bedrooms. Where afuel-burring appliance in heated within a bedroom air its R905.12 Ice barriers. � �� P Pce attached bathroom,em carbon monoxide alarm shag be installed within the bedroom ' (18.3 mm)wood structural panels. SECTION R310 EMERGENCY ESCAPE AND RESCUE OPEVNGS 2 The use of a volute, turnout,starting easing or starting newel shall be allowed over the lowest tread In areas where there has been a history of ice forting along the eaves causing a backup of water as I * * 4. One thickness of 3/4 -hch(19.1 min)particleboard with joints backed by,3/4 -inch(19.1 mm) R315.4 Combination allarms. ddesignated h Table R30t2(U, an ice barrier shal be installed for asphalt shingles,metal roof shingles, I particle-board R310.1 Emergency escape and rescue opening required. Basements,habitable attics and every sleeping R3tt7.8.3 Grip-size. Combination carbon rmonoxide and smoke alarms shal be permitted to be usedn lieu of carbon mineral surfaced roll roofing, slate and slate-type shingles, wood shhgfes and wood shakes. The ice 5.One-half-hch(127 rmm)gypsum board room shal have rot less than one operable emergency escape and rescue opening. Where basements Required handrals shag be of one of thhe folowing types or provide equivalent graspablity. monoxide alarms. barrier shag consist of riot fewer than two layers of umderlayment cemented together, or a self-adhering �- 6.One-quarter-inch(6.4 mmJ cement-based miaboard contain one or more sleeping rooms, an emergency escape and rescue opening shag be required ih 1 Type L Handrals with a circular cross section shag have an outside diameter of not less than 1 V4 polymer-modified bitumen sheet shal be used h place of normal uxierlayment and extend from the .� 03021 0�' 7.Batts or blankets of mineral wool or glass fber or other approved materimis istaled 'n such a each sleepng room Emergency escape and rescue openings shall open directly into a pubic way,or to inches (32 mm) and not greater than 2 inches (51 rmn). If the handdrat is not circular,it shall have a R315.5 Power sance). lowest edges of all roof surfaces to a point not less than 24 inches (610 rmm)Inside the exterior wal rtC` �a`� maner as to be securely retained in place. a yard or court that opens to a pubic way.Exception Storm shelters and basements used only to perimeter dimension of not less than 4 Inches (102 mm)anid not greater than 6 V4 inches (160 rtmJ Carbon monoxide ahairms shall receive their primary power from the buldng wiring whoa such wiring is fine of the building On roofs with slope equal to or greater thhan 8 units vertical in 12 units horizontal,the �F NCa' 8. Cellulose insulation istaled as tested in accordance with E 119 a UL 2631, for the specific appication house mechanical equipment rat exceeding a total floor area of 200 square feet (18.58 m), with a cross section of dimension of not more than 2 V4 inches(57 min).Edges shall have a radius of served from a commercial sorce and where primary power is Interrupted,shag receive power from a ice barrier shall also be applied not less than 36 inches(914 min) measured along the roof slope from R30211t1 Batts a blankets of mineral or glass fber. Batts a blankets of mineral a glass fber a othier not less than 0.01 inch(025 mmJ. battery.Wring shall b)e permanent and without a disco necting switch other than those required for the save edge of the buidmg. approved Batts id materials steal ie permitted for compliance with the 10-fooit (3048 das Kober or R310.11 Operational constraints and opening control devices Emergency escape anal rescue openings 2 Type L Handrals with a perimeter greater than 6 V4 inches (160 mn) shal have a graspable finger overaurrent protection. Exceptiorc Detached accessory structures not containing conditioned floor area -------------- approvkhg h wads constructed using parallel rows of studs or tin ger0 spuds. shall be operational from thhe inside of the room without thhe use of keys,toots or special knowledge. recess area on both sites of the profile.The finger recess shall begn within a distance of 3/4 hch (19 Exceptios: THIS CERTI ES THAT THESE PLANS WERE g Wndow opening control devices complying with ASTM F 2090 shal be permitted for use on windows mnJ measured vertically from thhe talest portion of the profile and achieve a depth of not less than t Carbon monoxide alarms shall be permitted to be battery operated where Instaled h buldngs without R90524.1 Wind resistance of asphalt shingles. PREPARED UNDER MY DIRECTION AND serving as a required emergency escape and rescue opening 5/16 hch(8 mm) within 7/8 inch (22 mmmn)below the widest potion of the profile. This required depth cormmercial power. Asphalt shingles stet be tested h accordance with ASTM D 71%. Asphalt shingles shall meet the SUPERVISION AND TO THE BEST OF MY R30211t2 Unlaced fiberglass. shall continue for not less than 3/8 hch(10 mm) to a level that is not less than 1 3/4 inches (45 mm) 2 Carbon monoxide alarms Insta�d h accordance wdh Section R31522 classification requirements of Table R90524.1 for the appropriate ultimate design wind speed Asphalt Unlaced fiberglass batt insulation used as fireblocichg shag fir thhe entire crosss section of the wag cavity R3102 Emergency escape and rescue openings. below the tagest portion of the profile. The width of the handrail above the recess shad be not less shingle packaging shag bear a label to indicate complarce with ASTM D 7158 and the required KNOWLEDGE, BELEF AND PROFESSIONAL to a hheight of not less than 16 inches (406 mm)measured vertically. Where I piping,conduit or similar Emmergency escape and rescue openings shal have mhinurn dimensio s as specified h this section than 1 V4 inches(32 mm)and not more than 2 3/4 inches (70 mm). Edges shag have a radius of not classification in Table R90524.1 the scope of ASTM D 7158 shag be tested and labeled to indicate JUDGEMENT COMPLY WITH THE LATEST obstructions are encountered the Insulation shal be packed tightly around thine obstruction less than 0.01 inch(025 mm). SECTION R317 compliance with ASTM D 3161 and the required class cation h Table R90524.1 PROVISIONS OF THE NEW YORK STATE R31021 Miriam opening area. PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY UNIFORM F RE PREVENTION, BUILDING CODE R302.1Lt3 Loose-fig insulation material Emergency and escape rescue openings shad have a net clear opening of not less than 5.7 square feet R311T.8.4 Exterior plastic composite handrails. Plastic composite exterior handrals shad comply with the R317.1 Location required SECTION M2201 OI- TANKS AND THE NEW YORK STATE ENERGY Loose-fill insulation material shal not be used as a fiebbok unless specifically tested in the form annd (0.530 m). The net clear opening dimensions required by this section shag be obtained by the normal requirements of Section R507.3 Protection of wood and wood-based products from decay shall be provided in the following locations by M220t2 Above-ground tanks. CONSERVATION CONSTRUCTION CODE manner intended for use to demonstrate its abvty to remain in place and to,retard the spread of fire operation of the emergency escape and rescue opening from the iside. The net dear height opening the use of naturally durable wood or wood that is preservative-treated ih accordance with AWPA Ul The maximum amount of fuel oil stored above ground or inside of a building shall be 660 gal" (2498 and hot gases. shag be not less than 24 iches(roll)mrn)and the net clear width shad be not less than 20 fiches R311.8 Ramps. for the species, produuct,preservative and end use.Preservatives shall be listed in Section 4 of AWPA U•The supply tank shag be supported ate nod novamhustbte supports to prevent setting or shiftirR (508 mm). R31t8.1 Maximum slope. lip. Exception:The storage of fuel oil used for space a water heating, above grand or inside buildings in R302tt2 Frebloclkiig integrity. Exception:Grade floor or below grade openings shag have a net dear eying of not less than 5 Ramps serving the antities exceeds 660 allons (2498 D shal D RAW I N G oP egress door required by Section R31t2 shad have a slope of not more than 1 unit t Wood fasts o they bottom of a wood atructurai floor whari closer then 18 inches(457 mmJ or wood qu g 9 comply with NFPA 3t The integrity of fre-blocks shag be maintaned square feet(0.465 m). vertical h 12 units horizontal (8.3-percent slope).All other ramps shall have a maxi urn slope of 1 unit girders when closer thhan 12 homes (305 mm0 to the exposed ground'n crawl spaces or unexcavated vertical h 8 outs horizontal (12.5 percent). area boated within thine periphery of the bulding foundation M220121 Tanks Wit in buildings. CODE NOTES R302-12 Draftstopping R31022 Window sir height. Exception:Where it is tec nicary infeasble to corrpy because of site costraints, ramps shad have a 2.Wood tramhg men ibers that rest on concrete or masonry exteror fo nddation wags and are less than Supply tanks for use Inside of buildings shal be of such size and shape to permit installation and h combustble construction where there is usable space both above and bellow thhe concealed space of Where a window is provided as the emergency escape and rescue opening it shad have a sir height of slope of not more than 1 vertical in 8 units horizontal 8 inches(203 mm) frdom the BACK TO TO exposed ground removal from dweings as whole nits.Supply tanks larger than 10 gallons(38 L)shag be placed not a floor ceft assembly,daftstops shall be installed so that the area of thei concealed space does not not more than 44 inches UM mm)above the floor;where the sir height is below grade,it shal be less than 5 feet (1524 mm) from an fre or flame either within or external to exceed 1000 square feet (92-9 m).Draftstopping shal divide the corcealedl space into approximately 3.Spy arxl sleepers con a concrete a masonry slab that is h direct contact with the grand unless Y any heel-burring appliance. I areas. Where the assembly is enclosed by•a floor membrane above sand a caning memibrane provided with a window well in accordance with Section R31182 Landings required separated from such slab by an impervious moisture barrier. equs There shag be a floor or landing at the top avid bottom of each ramp,where doors open onto ramps. 4.The ends of wooxd Orders entering exterior masorry or concrete wags having clearances of less than M220t22 Outside above-ground tanks. below, draftstopping shag be provided in floor-celinng assembles under the foHowhg circ instances: R3102-3 Wndow wets. and where ramps change drections. The width of thhe landing perpendoiar to the ramp slope shal be /hch(12T m6)on trops,sides and ends. Tanks istalled outside above ground shall be a minimum of 5 feet(1524 mm from an adjoining property t Calling is suspended under the floor framing The horizontal area of the window wel shall be not less than 9 square feet (0.9 m),with a horizontal riot less than 36 inches (914 mm). 5.Wood siding sheatfhng anti wad framing on the exterior of a buldng having a clearance of less than line• Su h tanks shall be suitably protected from the weather and from physical damage. M22013 2 Floor framing is constricted of thus-type open-web or perforated membears. projection and width of not less than 36 Inches (914 mml The area of the window well shall allow the 6 inches (152 mm) from the grand or less than 2 inches (51 mm) measured vertically from concrete Undergro nd tanks. R302121 Materiels. emergency escape and rescue opening to be fully opened R31t8.3 Handrails required steps,porch slabs,psatio slabs and similar horizontal surfaces exposed to the weather. Exception: The ladder or steps required by Section R31023.1 shall be permitted to encroach not more Handrails shall be provided oh not less than one side of ramps exceeding a slope of one unit vertical in 6.Wood structural meembers supporting moisture-pemneable floors or roofs that are exposed to the SECTION M1502 Draftstopping materials shall be not less than V2-inch(12.7 mrn) gypsum boaard 3/8 -inch(9.5 mrJ than 6 inches (152 m ) into the required dmensions of thhe window wet 12 units horizontal(8.33-percent slope). weather,such as concrete or masory slabs, unless separated from such floors or roofs by an CLOTHES DRYER EXHAUST PROJECT: wood structural panels or other approved materials adequately supported Drraftstopphg shal be Installed impervious moisture biarrier M15021 GeneraL parallel to the floor framing members uiess otherwise approved by the buddnng official. The integrity of R31023.1 Ladder and steps. SECTION R312 GUARDS AND WINDOW FALL PROTECTION 7.Wood furring stripsi o other wood framing members attached directly to the interior of exterior Clothhes dryers shall be exhausted in accordance with the manufacturers Instructions. C a sta g n O�a the draftstops shall be maintained Wndow wets with a vertical depth greater than 44 Inches(1118 mm)shall be equipped with a masorry wags or corncrete wags below ade ex t where an a gr cep pproved vapor retarder is applied �� independent exhaust s R302.13 Fre protection of floors. permanently affixed ladder a steps usable with the window in the fully open position. Ladders or steps R3121 Guards. between the wad and the fuming strips or framing members ystems. Floor assembles that are not required elsewhere h this code to be ire-resistance rated slat be required by this section shal not be required to comply with Sectio s R3117 Ladders or rungs shall have Guards s hal be provided h accordance with Sections R312tl Dryer exhaust systems shad be independent of al other systems and shall convey the moisture to the Res d e n ce an inside width of not less than 12 fiches (305 m rr%shall project rat less than 3 inches (76 mmJ from outdoors provided with a V2-inch (12.7 mm0 gypsum waboard membrane, 5/8 -inch(06 mm>) wood structural the wag and shal be spaced not more than 18 inches(457 mmJ on center vertically for the ful height of R312.11 Where required R40t3 Drainage. Exception:This section shall not apply to fisted and labeled condensing(ductless)clothes dryers. panel membrane, or equivalent on the underside of the floor framing member:. Penetrations a openings the window wet Guards steal be located along open-sided waking surfaces,Including stairs,ramps and landings, that are Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection 3655 Stillwater Avenue, for ducts, vents,electrical outlets,lighting, devices,l mimaies.wires,speakers,ddrainage,pphg and similar located more than 30 inches (762 mi J measured verboaly to thhe floor o grade below at any point that does not create a hazard. Lots shag be graded to dram surface water away from foundation walls. M1502.3 Duct termination openings or penetrations shall be permitted R3102-32 Drainage. within 36 iches (914 mmJ horizontally to thhe edge of the open sidde.Insect screening shag not be The grade shal fall air minimum of 6 inches (152 min)within thhe first 10 feet (3048 mm). Exhaust ducts shal terminate on the outside of the budding. Exhaust duct termiiations shag be ih Cutchogue, NY 11935 Window wells shall be designed for proper drainage by connecting to the twldtVs foundation drainage considered as a guard. Exception:Where lot Ines,wags,slopes or other physical barriers prohibit 6 inches (152 mrr) of fall accordance with the dyer manufacturers installation instructions.If the manufacturer s instructions dlo not 1 Floor assembles located directly over a space protected by an autonasp sprinkler system ih system required by Section R405.1 or by an approved alternative method within 10 feet (3048 rmm).drams or swales shag be constructed to ensure ddrainage away from the specify a termination location, the exhaust duct stet terminate not less than 3 feet(914 mm)in any accordance with Section d dire NFPv 13D, r other approved equivalent alining system Exception: A drainage system for window wets is not required where the fouidation is on wel-drained R312t2 Height. structure. Impervious isurfaces within 10 feet (3048 mN of the budding foundation shall be sloped a direction from operwigs into butdings. Exhaust duct terminations shag be equipped with a backdaft 2 Floor assembles located directly over a crawl space not hte led for stoura� in fuel-fred appliances sot or sandgravel mixture sods In accordance with the United Sop Classification System,Group I Sops,as Required guards at open-sided waking surfaces,including stairs,porches,balcones or landings,shall be miimu m of 2 percentt away from the bolding damper. Screens shal not be Installed at the duct termination. DATE 1/7125 3. Potions of floor assembles shad be permitted to be urprote xce where ooare fe with the folowin¢ detailed h Table R405.1 not less than 36 inches(914 mn) in height as measured vertically above the adjacent waking surface st The aggregate area of the uprotected potions does not exceed 80 square fast t74 m)per or the line connecting the leading edges of thhe treads. R404.16 HEIGHT AB©VE FLJSHED GRADE. SECT�h M1503 PROJECT NO. 25/002-Casts nola story R310.4 Bars, gri9es. covers and screens. Exception: Concrete and masorvey fo ndation wals shal extenxd above the frushhed grade adjacent to the RANGE HOODS g 32 Freblock'ng in accordance with Section R302'Itl is installed along the perimeter of the Bars, permi gency p height not less than 34 inches (864 mm)measured foundation at al pointts a miiimxm of 4 Inches (102 mm) where masonry veneer is used and a m>i im m M1503.1 General unprotected portion to separate the upnotected potion from the remma'rmder of the floor assembly. gn7es. covers, screera or smdar devices are tted to be placed over errrer esca a and 1 Guards on the opera sides of staffs shah have a 4. Wood floor assemblies suing dimension teeter or structural composite ken of equal to s greater than rescue dopenings,bulkhead enclosures,or window wells that serve such openhgs,provided that the vertically from a it* correcting thhe leading edges of the treads. of 6 inches (152 m),elsewhere. Range hoods shall discharge to the outdoors through a duct. The duct serving the hood shall have a DRAWN BY MS rrinnxnh net dear opening size complies with Sections R310.11 ,and such devices steal be releasable 2 Where the top of the guard serves as a handrail on Yee open sides of stars, the top of the guard smooth Interior surface,shal be er tight,shall be equipped with a badkdraft damper and&hat be 2-inch by 10-inch(50.8 mm by 254 mm) nominal dimension,or other approvedd floor assembles or removable from the iside without the use of a key,tool,special knowledge or force greater than shag be not less than 34 inches (864 mmJ and not more than 38 homes (965 mmJ as measured 404.17 BACKFLL PLACEMENT. independent of all other exhaust systems.Ducts serving range hoods shall not terminate h an attic or CHECK BY. MS demonstrating equivalent fre performance. that re ed for the normal Badkfi shag not be ced agaist the wal until the wad has sufficient stir tin dng quir operation of the escape and rescue opdxirp vertically from a fine correcting the leading edges of the treads. Plo erg and has been anchored space or areas inside nine tug to the floor above, oar has been sufficiently braced to prevent damage by the backfil. Exception:Where installed h accordance with the manufacturers instructions,and where mechanical or SECTION R303 LIGhiT,VENTLATION APD IfATNG R312.13 Opening imitations. natural ventilation is otherwise provided,Isted anal labeled ductless range hoodds shag not be required to DWG NO. R303.1 Habitable rooms. SECTION R311 MEANS OF EGRESS Required guards shag not have openings from the wafting surface to the required guard height that SECTION R406 FOLIN�DATION WATERPROOFING AND DAMPPROOFNG discharge to the outdoors. Habitable rooms shal have an aggregate glazing urea of not less than 8 percent of the floor area of allow passage of a sphere 4 inches (102 mmJ ii diameter. such rooms. Natural ventilation shall be through windows, sk ts, doors,bowers or other approved R3111 Means of egress. Exceptions R406.1 Connate grid masorhy foundation dampproofirig openings to the outdoor air.Such openings shall be pro d with readdy accdess or shal otherwise be Dwellings shal be provided with a means of egress in accordance with this section. The means of t The triangular openings at the open side of stair,formed by the riser,tread anal bottom rap of a Except where requireid by Section R4062 to be waterproofed �1 readily controllable by the buddng occupants. The operable area to the outdoors shag be not less than egress shall provide a continuuou s and unobstructed path of vertical and horizontal egress travel from aR guard,stag not slow passage of a sphere 6 inches (153 m )h diameter. foundation wags that retain earth anid enclose interior spaces and fbos below grade shall be NM223(R402-3)Eave Baffle. G�O 2 portions of the dweing to the required egress door without requiring travel through a garage. The 2 Guards oh the open side of stairs shag not lave openings that slow passage of a sphere 4 3/8 dampproofed from thole higher of (a) the top of the footing or t'b) 6 inches (152 m ) below the top of For air-permeable insulations In vented attics,a baffle shall be Installed adjacent to soffit and eave 4 percent of the floor area being ventilated required egress door shal open drecty into a public way or to a yard or court that opens to a pubic fiches (111 mn) in diameter. the basement floor, tfo the finished grade.Masorry wags shal have not less than / hch (9.5 mm) vents. Baffles shal maintain an opening equal or greater than the size of the vent. The baffle shall ortland cement air dampproofed in extend over the top of the attic insulation The baffle shal be permitted to be any soil material SCALE SHT.NO. Exc tion: way p p gjng applied to the exterior of the wag pargng steel be accordance with one of the followIn t The Gazed areas need not be operable where the opening is not recµired by Section R310 and a R312t4 Exterior plastic composite guards. g whole-house mechanical ventilation system is instarad'n accordance with Section M1507 R3112 Egress door. Plastic composite exterior guards shal comply with the requirements of Section R3T7.4 t Bituminous coating 2 The dazed areas need not be installed in rooms where Exception 1 is sattisfied and artificial ight Is Not less than one egress door shall be provided for each ddweing unit. The egress door shad be 2.Three ponds per square yard(1.63 kg/m)of acrylic modified cement. AS NOTED side-tinged,and shah provide a dear width of not less than 32 iches (813 mm) where measured