Loading...
HomeMy WebLinkAbout51835-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 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: 36SS 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 $1,380.00 JV D_ Building Inspector i r� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 �tt dph Date Received APPLICATION FOR l 11PERMIT For Office Use Only s PERMIT NO. SIt")" 35 Building Inspector: v F P Applications and forms must be fitted out in:their entirety.incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. I� Date:2/20/25 OWNER(S)OF PROPERTY: Name:Ann Castagnola ECTM#1000-136-02-11 Project Address:3655 Stillwater Avenue, Cutchogue, NY 11935 Phone#:631 786-7831 1 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@SudanoArchitecture.com DESIGN PROFESSIONAL INFORMATION: Name:Michael Sudano MailiingAddress:90 Senix Ave Center Moriches NY 11934 Phone#:631 874-0568 Email:MSS@SudanoArchitecture.com CONTRACTOR INFORMATION: Name:Cliff Kitz Mailing Address:PO Box 603 Wading River NY 11792 Phone#:631-903-0800 Email:Kitztructionlnc@gmail..com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure RAddition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: El Other $95,000 Will the lot be re-graded? ❑Yes*I4o, W i44 excess f i be removed from premises? ❑Yes 9NO 1 ,1 PROPERTY INFORMATION ,I Existing use of property:Residence Intended use of properly:Residence Zone or use district in which premises is situated. Are there any covenants and restrictions with respect to TZ this property? ❑Yes WNo IF YES, PROVIDE A COPY. R IheCit Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and In buildinglsl for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):M i ch ae I S u d a n o BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF Michael S u d a n o 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 day of ,20 Notary Public ItllIQPER.( P IIIIml11 AAJ Ills lI I r° II (Where the applicant is not the owner) Ann Castagnola residing at do hereby authorize Michael Sudano to apply on my behalf to the Town of Southold Building Department for approval as described herein. &nul" I-if q-:�" Owner's Sigriature Date AiNd C1 In U� �i NOTARY PUBLIC STATE OU6H Print Owner's Name OF NEW YO Registration No. OI KE0017682 2 Qualified in Sulflfolk County Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 RUB DEP RT ENT NOTICE' OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRI-CTION 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 frarlrt" i °�(I ) , Floor f ming (FR) Signature: , Name (person submitting this form): Michael Sudano Capacity(check applicable line): Owner X Owner representative TrussRegl5.docx Effective 1/1/2015 `�ORK 'workers•STATE Compensation CERTIFICATE OF INSURANCE COVERAGE Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a. Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured KITZTRUCTION INC 631-291-7966 ATTN: CLIFF KITZ 446 REMSEN ROAD WADING RIVER,NY 11792 1c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to wrtain locations in Newyork State,i.e.,Wrap-up Poky) 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold-Building Department Town Hall Annex 54375 Main Rd. 3b.Policy Number of Entity Listed in Box"1a" PO Box 1179 DBL695061 Southold, NY 11971 3c.Policy effective period 06/19/2024 to 06/18/2026 4. Policy provides the following benefits: © A. Both disability and paid family leave benefits. B.Disability benefits only. C. Paid family leave benefits only. 5. Policy covers: Q A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law„ B.Only the following Gass or classes,of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 2/21/2025 By (Signature of irrsnsance cars'rei s authorized representative or S4Y5 licensed insasance Agent of that inwsance Carver) Telephone Number 516-829-8100 Name and Title LeSton Welsh,Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4B,4C or 56 have been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 1IIIIINiniiu1�2ii0iiii1iiiiiii1ii2iii2i1Nii�lll� Nt Workers! CERTIFICATE OF TI" 8tta�trd�insation NYS WORKERS' COMPENSATION INSURANCE COVERAGE 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured Ritztruction Inc 631291-7966 446 Remsen Rd. 1 c.NYS Unemployment Insurance Employer Registration Number of wading River,NY II792 'insured Work Location of Insured(Only required if coverage is Voci 7cally limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain imam in New York State,i.e.,a WFap-t1p Poucy) Number 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Cedgicater udder) United Fam Fannily Town of Southold-Building Department 3b.Policy Number of Entity listed in Box"1 a" Town Hall Annex 54375 Main Rd. 3104W7462 PO Box 1179 Southold,NY 11971 3a Policy effective period 06/19/2024 06/19/2025 3d.The Proprietor,Partners or Executive U 6*d-*boor it as rs'mduded) ® all excluded or certain pertnersfafroers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box'Is*for workers' compensation under the New York State'V' orkerel Compensation Law.(To use this fbffn,Now York(NY)must be listed under Item on the INFORMATION PAGE of the worksm'compertsation Insurance pollcy The Insurance Cartier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box°2". The insurance carrier must notify the above certificate holder and the WorkeW Compensation Board within 10 spays IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are ressons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage,indicated on this Certificate.(rhm notices may be sent by regular marl.)Otherrwise,this Certificate is valid for one year attar this form is approved by the Insurance carrier or Its licensed agennt,or until the policy expiration date listed in box"3c",whichever is earller. This cerfificerte is Issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy fisted„nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may he used as evidence of a Waikers'Campensialion.cordract of Insurance only while the underlying policy is in effect. Please amsdNote: pnitcanc ll or core the wo 'compensation policy Indicated'on this ,If the busin continues to be Upon cancellation of a ps tract Issued by is caftlificate holder,the busineas must provide that certificate holderwith a new Certiflcate of Workers Compensation Coverage or other authorized proof that the bust is complying with the mandatory coverage requirements of the New York State Workere' Compensation law6 Under penalty of par)ury,I certify(that I am an authorized repirtmentativa or Ilcensed agent of the Insurance carrier referenced abow and that the named insured has the coverage as depicftd on this form Approved by: (Print name of euthorizedrepresentative arlicensed agent of insurance carrier) Approved App by: Xz-� (Signature) (Date) Title: Telephone Number of authorized representative or licensed agent of insurance carrier: Please Note:Only Insurance carriers and their licensed agents are authorized to issue Form 0405.Y.Insurance brokers are NOT authorized to lssue it. C-IDI12(947) www.wcb.ny.gov Workers" Compensation Law Section 57. Restriction on issue of permits and the entering Into contracts unless compensation Is secured. 1. The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that compensation for all employees has been secured as provided by this chapter. C4Os2(947)REVERSE TE(MMIDD1YYYY) , ILIi�`bR'il ► CERTIFICATE OF LIABILITY INSURANCE � 2202 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(le )must have ADDITIONAL INSURED provisions or be endorsed.. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on eels certificate does not confer rights to the certificate holder in lieu of such andofsement(s), PHONE DUCER CONTACT Jackson Brian M cena K631 100 South JerseyAve DDT ! 821 2200 AIL onaN corn p�Blae.Ja �on Amenn Na�....m.. �._ �. ..�. Unit33 INSURER(S)AFFORDINGCOVERAGE NAIC# East Setauket NY 11733 INSURERA: United Farm Family Insurance Company 29963 INSURED INSURER B KItZtfUCtlOn Inc INSURERC.Y �WW� .-.-..�.�..,__ _............ 446 Remsen Rd INSURER.D INSURER E Wading River NY 11792 INSURERF; COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I$i ...-. ... TYPE OF INSURANCE,,,,,,..__. Awl:So t u-C—YE30 LIMITS POLICYNUMSER ... ....-.. M YY MMI'ODJYYYy COMMERCIAL GENERAL 3102X7050 06/19124 06/19/2025 EACH OCCURRENCE $ 1,000000 B � CO� ❑ fJlihatr'� �.R� CLAIMS-MADE X OCCUR ptiE uVgE Q gcX rreva $, 100,000 person) ..................5 000 ...M.EDEXFIAny...,„one p.e ) $ "mm. PERSONAL BADVINJURY $ 1,000,000 GENL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE Y$Ytl 2, 000,000 000 POLICY PRC- LOC PRODUCTS COMP/OP AGG $ 2,000 000 OTHER! $ AUTO MOBILELIABILITY COMBINED SIN q.LI BT. $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) AUTOS ONLY AUTOS $ a...... ........ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY L AUTOS ONLY OCCUR —....._...�E NC� $ UMBRELLA LIAB EACH OCCURRECE � EXCESS LIAB CLAIMS-MADE AGGREGATE $ _. DED....................._ RETENTION$ $ A WORKERS COMPENSATION 3104W7462 6/19124 6/19/25 X PER ERTH- ANYPROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT $„ AND EMPLOYERS'LIABILITY YIN .._ .. OFFICER/MEMBEREXCLUDED? NIA �_- -, .. 100,000 (Mandatory In NH) E.L DISEA mmm E E 100,000 E EA EMPLOYEE If yyes,describe under DESCRIPPON OF OPERATIONS below E L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Carpentry Jobsite -Ann Castanoiga 3655 Stillwater Ave Cutchogue, NY 11935 CERTIFICATE FOLDER CANCELLATION Town of Southold - Building Department SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town Hall Annex THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 54375 Main Road ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold, NY 11971 ©1988--20015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD p P... Ise000 dL s. ✓-µ""me Ili 'l 'mod ' oy - 3 'l000l 40 An -lop - \ r / S 0 l IN ISSUED FOR DATE DESCRIPTION W125 DOB SUBMISSION 4/125 DOB SUBMISSION S � 4, -- -- 9e• 0? (S�A (l 5N \�93 — - ,yy0• 3y.O•. �.� C� F REVISIONS NO DATE DESCRIPTION S w \01 4?, -- ---- --- — a10�D 12 as%G� •vv x" \\S — � \ o \ 4011�1 0 G iwr_uurtco:vc a__ Viol —_ L a, 9' NOTES..vI 1. ELEVATIONS ARE REFE EXISTING ELEVATIO • <� i �' 6 „O �j(y 2. FLOOD ZONE INFORMx DA ROOD INSURANCE R 0�5� 'Sip 'o't o f p aD V ZDII[AF BASE rLO( ` �7 ,>•F,"� ae 4 loll ZONL X' ARLAS Or VCH AV,R O • O Pd% c✓rN wmw Tl'I'�\T SO jARF ZONL x ARLAc DLl GJ!!7� OQr PRFPARS)LMM AIY o CTbNTON u Si MO TO R BEST OF MY • �qt d•" +/ J.D(;FiflLr SI Y NrtX TIE LATE ST `�) v P.! Ea• / p / R VSuNS ff TIE PEW YOW(STATE UWOW FRE REVB:TION B CODE �� V•`♦ / j/ STATE O—ATM CDNSTRJCTICN RCODE. ��• DRAWING SITE PLAN / ,yo b N yl.• ��` N /� .. .r• ,DSO\ ��k �5 O. �� \ •� �,,,re iPROJECT: �Castagnola Residence 3655 Stillwater Avenue, Cutchogue,NY 11935 SITE PLAN DATE i170 SCALE r-2cy j PROJECT NO 25A02-CastagDola DRAWN BY MS 1 r CHECK BY MS DWG NO, S P-01 SCALE SHT NO AS NOTED ISSUED FOR: e DATE DESCRIPTION 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION 0 I s � 9 REVISIONS NO. DATE DESCRIPTION ute 0 e MIR 4' V.TA.ROOF MR 4' V.T.R. I 1 1 , 1 , I , National Flood Hazard Layer FIRMette U FEMA I 4, 72-2e*35tiv 4C-t•3-N T zV d NOTE: L_ . f BATH I , NEW FIXTURES TO COMPLY W/ CODE ; U zV REQUIREMENTS FOR C ERTFED _ w w ` - ;42Wi i i 2v� WATER SAVING PLUMBING FIXTURES -- �> ALL PLUMBING WORK SHALL 2i C) a W.C. 1 CONFORM TO RC PLU EING CODE U O Q r. .:� - ... .- `"�..'. " . �, ` J EL�7 Feeti ,may# I I ' O D suB�ECT ,fi ',, � �---. .'�. 2ND FLOOR 1 SHOWER 1 V EL6FeetiyyEd a G(.'� Q " .". To«'iY o outlicild r I 'ytl 'p .L I 3'S 2'W i C: _ Lo \4 9/4'WW *+ - C) OI o a > N 4 Wy`. ' < f fd,G�-,� ° 2 Y 2 Y � 1� � AREAOF MItJIti9AL(�OD�HAZARD ' r 0. . , i —n 1 ""� -C- C" O I BATH i 1 1 y � M Mi 12'V LNDRY KITCHEN p 4r r 4 r 4 2'V j ZV I 1 1 ®A 3'S W.C. I I 1 WASHER DW ( >� tELtS Fee11 - . `+FL 1ST FLOOR o e A , Q' Feel 362'f Q 0 250 500 1,000 1,500 2.000 1:6,000 3'S 2.W 21W OF Ny Basemap Imadery Source:USGS National Map 2023 TO EXISTING SYSTEM 3*S -- - -- - -- -- - -- /� THIS CERTIFIES THAT THESE PLANS WERE FEMA MAP F 9 25 09 - ZONE AE6 PLUF� B1�1G RISER DIAGRAM PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY HOUSE I S OUTSIDE O F THE FLOOD ZONE SCALE. N T.s. KNOWLEDGE,�LYAND WITH THE EELATEISTL PROVISIONS 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 R3015 T-01 COVER SHEET 2020 Residential Code of New York State(publication date:November 2019) A-Oil EXISTING FLOOR PLAS 2020 Building Code of New York State(publication date:November 2019) USE LIVE LOAD DEAD LOAD A-02 FLOOR PLANS N-01 FASTENER & STRAPPING SCHEDULE & MISC. DETAILS 2020 Plumbing Code of New York State(publication date:November 2019) 2020 Mechanical Code of New York State(publication date:November 2019) Exterior Balconies 40 psf 10 psf A-03 SECTION N-02 AIR SEALING DETAILS 2020 Fuel Gas Code of New York State(publication date:November 2019) 2020 Fire Code of New York State(publication date:November 2019) G-01 GENERAL NOTES 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:November 2019) C a stan O a g 2016 edition of the Energy Standard for Buildings Except low-Rise Residential Buildings i°ASHRAE 94.1-24ti6") ATTICS without Storage 10 psf 10 psf ��� ICC All 17.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign �� ATTICS with Storage 20 psf 10 psf Residence TABLE R301.2(1) ROOMS other than sleeping rooms 40 psf 10 psf `Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Sleeping Rooms 30 psf 10 psf ti 3655 Stillwater Avenue, aQ Cutchogue, NY 11935 WIND DESIGN ICE SHIELD LIMIT OF SUBJECT TO DAMAGE FROM Stairs 40 psf 10 psf GROUND WIND BORNE SEISMIC WINTER MODERATE AIR MEAN Guardrails and Handrails 200 psf 10 psf DATE 117125 TOPOGRAPHICAL SPECIAL WIND UNDERLAY- FLOOD SNOW SPEED(MPH) EFFECTS REGION DEBRIS DESIGN FROST LINE DESIGN MENT HAZARDS WAVE FREEZING ANNUAL WEATHERING TERMITE ROOFS : p ( ) p PROJECT NO. 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 i 20 psf 140 NO NO YES B SEVERE 3 FEET HEAVY 15 YES X NO 452 527 DEG. Rise 4 inches per ft. less than 12 inches per t. 12 psf 10 psf DRAWN BY MS MANUAL J DESIGN CRITERIA Compliance Statement: CHECK BY. MS ALTITUDE HEATING DESIGN The proposed budding design described here is consistent with the budding ELEVATION LATITUDE WINTER HEATING SUMMER COOLING CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE plans, specifications, and other calculations submitted with the perrrbt DWG N0. FACTOR TEMPERATURE DIFFERENCE COOLING application. The proposed building has been designed to meet the 2018 ECC Ed 6 11 A C h INY 1193 mt, AT SCTIVI # 1000 1 6 020w"k 11 requirements in REScheck and to comply with the mandatory requirements 98 FT 40' N 12.5 DEG 85 DEG 1 79 75 DEG 55 DEG listed in the REScheck Inspection Checklist. T-O 1 COOLING WIND VELOCITY HEATING WIND VELOCITY COOLING CONCOENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HLIMIDIY TEMPERATURE DIFFERENCE SCALE SHT. N0. 15 15 MPH 7.5 72 DEG MEDIUM 44-55% 32 GR@50'/-RH AS NOTED ISSUED FOR: DATE DESCRIPTION 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION i <, — �so REVISIONS 9` NO. DATE DESCRIPTION 2 0, 0, - - G � y4� / 9F�9 � E�oQa OOG A Qa Q yA O \ O LINE OF LIMITEQ AVE ACTION CO C, Q- co LU 61. \ �p �O °00 / \ C, U Q Q 0 �3 PROPOSED INTERIOR N, 6' ALTERATIONS TO c^ ZQ /y° ey g, EXISTING HOUSE (450 �'' 6° �0 p G� SF} / tip• ,p,'s. y H� c ,, _... .. C7 OVERviFAO WIRES—� Lo oo j} � N I ZONE AE EL 6 vs �, r�°^ 'r.�o G��� ti `o� scc � cr I I 0 1p 1 . ELEVATIONS ARE REFS OL \ Ov v e e e yes �n �9 {!7 Y EXISTING ELEVATIO �,. Q 0 g6 <^n GE F.FL - FIRST FLOORG. 0 otic d a a a d o d u r..'r. ' ' oG� ��j TB - GARAGE FLOOR 1 u n d n n ... � TB _ TOP OF BULKHEA --- -- ---- - -- ! n " C. BB BOTTOM OF BULK e d O .: n� o G��EEDRNEWAY ,/ n00 2. FLOOD ZONE INFORMA ID ZZ FLOOD INSURANCE R s'°y ZONE AE: BASE FLO ZONE X*: AREAS OF 0 WITH AVER �I o _ 0O! PROPOSED PARTWL 1 SQUARE V��Q' w p • / g6 .� CONVERSION OF Si • ► OQ!\ d SG AGE M (124 LIVIN SF) r 5� ZONE X: AREAS DET �.�T 03g2'18 QQ� FOp Nam`"y .{ � ,. V••.�.•• _ ZONE THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND • ° n e SUPERVISION AND TO THE BEST OF MY V• ,' CF\�\o / n a P{d $6/ KNOWLEDGE. BELIEF AND PROFESSIONAL `AJDGEKENT COMPLY WITH THE LATEST v. • F° �p eP / PROVISIONS OF THE NEW YORK STATE / UNIFORM FIRE PREVENTION. BUILDING CODE AND THE NEW YORK STATE ENERGY • o ��yl o \ e e e / �\R j CONSERVATION CONSTRUCTION CODE. i DRAWING SITE PLAN �m ' O O' ,�•• Mp50 K1- e ,�� .'.. . ...-• e Ga p� PROJECT: I 1 V• `'v�J Go"EE Castagnola Residence •'�Fs p�� `°`c \ 3655 Stillwater Avenue, Cutchogue, NY 11935 i SITE PLAN DATE 1/7/25 ' SCALE: 7=20' PROJECT NO. 25/002-Castagnola DRAWN BY MS CHECK BY. MS DWG NO. �i S P-01 SCALE SHT. NO. AS NOTED ISSUED FOR: DATE DESCRIPTION 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION I i _ I i REVISIONS ------ NO. DATE DESCRIPTION !I! III III III 1 LL==JJ -----------I I I ------------r-------------- 1 L------------ Ti I BATH %CL �A/TH CL DINETTE KITCHEN - - - - �- ui_---_Li I L I I I -�_J BEDROOM — I I I r------- I _ I I FT �<\ Ir \ HALLWAY if I � r i \ I I I I I I III \ LIVING RM i ii ----��--I BEDROOM CL IL--- -- - -i L--- ----------------J Ll I-------- r----- Ir----J C--------- r--------------------------- ----- EJ ---------- rCL III I I I liF------ II I I j I I hI L I II I �I I I; BEDROOM II FOYER CL CL I r ,'ems i'I ---- ------ -- �__�- BATH i----- Ul • II II II -----------1 �-------------- - ------ ---- - --- � U II GARAGE ------------ - ------ ---------- ----------- . .— ___-_-- tl.> U U. II t 1 I 7. r:i U I C� v O r--------------------------------------i o Qz --- -� '.. U) ' W Q I I L I I C) It 2 EXISTING SECOND FLOOR PLAN ,: U o I I I I w t N SCALE V4'=T-0' iD < r % x f c. U EXISTING FIRST FLOOR PLAN A-01 SCALE V4'4-0' �� G•�Q�► i O ��gj. 43827g �IQQ� F pF Nay,' THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DRECTION 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-Castagnola DRAWN BY MS FLASHNG SHALL BE NSTALLED AT WALL AND RESDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTNG SWITCH - ---- - - -- CIO ; NOTE �� SYMBOL LEGEND NOTE: MOTE: CHECK BY. MS V2' GYPSUM BD. (TAPED & ROOF NTERSECTIONS; WHERE EVER THERE IS A R313.11 SMOKE ALARMS OTHER THEN THOSE REOUIRED FOR OVERCURRENT WOOD STAR & RAI_NG. TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO EXTCz WALLS TO BE REMOVED ------- �8�4 SPRAY FOAM INSULATION N ALL CATHEDRAL CEILINGS. SPACKLED-3 COATS Ivy ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND EXISTING BUILDINGS UNDERGOING REPAR. ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE ACTED BY OWNER MAX RISER HGT � q�K FOR BEARING CAPACITY OF SOS AND WATER ® �& lu�"TPLF STATION SMOKE ALARMS j DWG NO. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN NSTALLED N BUILDINGS 8-V4' & MIN TREAD DEPTH SHALL BE EXTG.WALLS TO REMAIN BE CORROSION RESISTANT (MNMUvI 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN oN-SITE ELECTRICAL TABLE LEVEL O CARBON MONOXIDE DETECTOR SMOKE DETECTOR *B724 SPRAY FOAM INSULATION N ALL FLAT SEVERS. APPENDgC J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, � �' HEAD ROOM 6'-8'. HANDRAIL ON NEW CONSTRUCTION %,.>,"%'' �%�%� *8:� SPRAY FOAM INSULATION N ALL FLOORS OVER V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO MATCH AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH PITCH ® UNCONDITIONED SPACE R313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR 100 CFM FAN A _O BD. (TAPED SPACKLED-3 COATS paS HANDRAIL HGHT NOT TO ' LESS THAN AWAY FROM THE HOUSE MANTAN MANL 6' CLEAR BEARING WALL ?� *B& SPRAY FOAM INSULATION ALL EXTERIOR WALLS. H MTU BEHIND ALL TUBS, SHOWERS, N NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. I 34 & NOT MORE THAN 36 ABOVE FROM BOTTOM OF NEW SIDING TO GRADE. _ SINKS & W.0 N BATHROOMS. (TYP) ALL VALLEYS, C MNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.42 EXISTING BUILDINGS STAR TREAD NOSNG. HANDRAIL SHALL X POST TERMINATION NEW P.0 FND.WALL RAKES TO RECEVE 'STORMGUARD' LEAK BARRIER WIRING WHEN SUCH WRNG IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DINAENISION OF AT HOLD DOWN SEE SHT N-01 - *TO BE PROVIDE N CEILINGS EXPOSED TO UN-EATED SPACES. BY 'GAF' OR APPROVED EQUAL AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, CONTRACTOR TO VERIFY EXISTNG FIRST FLOOR CS-WSp RAKES. EXTEND UdDERL.AYMENIT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF oCCU'AMCY ADDITION, OR RELOCTI�V N LEAST 4' & NOT GREATER THAN 6-V4' WINDOW HEADER S¢ES. MANL sra TO BE (2)2x6 LIKO. T.G TEMPERED GLASS (Contin m* sheathed wood stmotlral panep NSU_ATION BY'OWENS CORNING' OR APPROVED EQUAL SCALE SHT. N0. INSIDE THE EXTERIOR WALL LINE OF THE BULDNG POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WITH APPENDIX J. W� A MAX CROSS SECTION 2-V4'. FASTENERS 6'®GE 12'FIELD AS NOTED ISSUED FOR: DATE DESCRIPTION 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION EXIST C,J. r T/O 2ND FL. PLATE FapST R•R T/0 21� FLOOR R-30 NSUL - - REVISIONS EXISTING 2x� FA ® 16. O.C- (VLFa T/O 1ST FL PLATE t2)9-V4' LVL I DR 2x6 CA o NO. DATE DESCRIPTION 02x8 HD R 16' O.0 WNDOWS & DOORS BY 'ANDERSEN! W/ MR DP35 RATING OR EQUAL W/ TRIM TM E (TYP) U VALUE -30 SHG-.31 TYPICAL EXTERIOR WALL CONST, FOYER ; PORCH SONG T,ME TYVEK' HOUSE WRAP 3/4' PLYWD, SUBFLOOR 3� V2• CDX PLYWD. SHEATHING. GLUED AND NAILED (TYP) 2x4 STIRS ® 16' O.C. W/ R-21 NSUL SPRAY FOAM EMSTNG 2x10 F,J, ALIGN °D poST CONCRETE ® 16' O.C. N1Fa I I IiD st Ae TO REMAIN T/O FHST FLOOR (ELEV. 91) _ T/0 GARAGE (ELEV. 81) AVERAGE GRADE (ELEV. 721 R-25 NSIJL ' PIT 1'2)24 HDR - - CRAWL SPACE p�T ytg F.L GALV POST ANCHOR MODEL • ABU44 Generated by R E S ch a Ck-l� eb Software EXIST. FIND. WALL & 0 �'O0 ON 12' o1A P.C. PER FOOTING BELLED TO 14' MN, 3-0' ' BELOW GRADE TO �'. M � � �alte FTC. TO REMAIN N1FJ BEAR ON VIRGIN SOIL.. (TYP OF 2) COMMOianceProject Castagnala Residence 1 SECTION A-03 SCALE 1/4'=1'-0' Ertefgy Code: 2018 IECC txtcat or.: Southold, New York Construction Type: Single-family Project Type: Addition ct, v U Project SubType: None r U Climate zone: 4 (5572 HDD) �._ >- �, [-U Permit Date: Pertnit!`lumber: �` Q All Elettrie false `` O U 0 z Is Renewabkl- false ! z, Q Has CllarcJer false i,r .' O z7 His 133-•.ter'lJ': false I � Has Neat Pum. false ` ` . " G n w CHAPTER 11 (RE] ENERGY Ei-'rICIENICY � _ TABLE r11102.4.1.1 (R402.4.1.2) ,�.. _ 5 AiR BARRIER AND INSULATION INSTALLATION" � gym" '�> ie' " ' O n! C1 0 - Construction Site: Owner/Agent: Designer/Contractor. • > -T N Mithm-1 Sc•dano COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA _' < I-fichael Su@arto AtchiLect PC �. �JO SErS1Y.AVE �,tC'nc'r,ub rt. aid t! `f:L rlia'i L,e it s,,3llCd in to e r;g _ t�u.1�� v Center iUO'iCt,es.�1e4'/York 11934 Gt3r.'=fal '°_'Q'.1!rC`rl'rr`fr;_ a rn'^l1 Ll, '[i l L'`!welcpc contit:( A *y 1 _ . " l gym- CenterMo5 Jt tCVntir,u?Jr 3if lJ�r"+='r ( fC':f;S nfjO:Ctt� t'1 !tlr� ':f r it-Pcrr ti z-. ,t Ir su1-:i0,1 sl'_.I Tot tc= uscd a5 L 5�'31i:1C7!1".Jt�C:v1 f r., G�r.,C't c c o p ?-t55•'-�•{UQAtdC)ARCHfTECTURE.CO"•S U irte �:r G•srtt��i trl a,ty _r��fi�er� C_-Il�,.el n; St. _ _,till -, a4i,.._ ,, i. 'is .; - • ' c , r - j _ r,ILh the rltrlulat,.�., :rlid 3. . gips � .the air br...._.r , _ _ � _ cl _edi _ -_,f.__h _h t: � 6 DIAMETER �i li�l it''f� "'. •:,�,a n•�r r.�nc �r - �'.- _r-riJ' � rl , ti!+ ,3 rrt �� •, •_ � .... .�.i_;°,,x.„,.-M..• ..,r+,.t.,:,..a.s<«� :.,.,ZA _1 ,,.x.�_ ._. ,.Jw.,�:,.e.^x„t.i _ �!rlQ;',to: r�L,�tr-,� -, .� _ lr"I= trt-J 3 Ii in 3rt� Clr.'tll.[:t r !irJ'� ' ,.. �1ioneJ +r,,•I,, rh,. t.lr. air .-....,_..._.. ,......._.. j,�r rz rl n . rt'•r. _ i 4,! D�9 ww 14ft � uf�Crl1 ,�.1'z. {l`•„i)"ulrft , L1, {1 4r{ .r... rll r;rir ^a Cc,nfillerkce 6.9%Better'rhan Code Ftam-uml!1'' 44 1`ourl,'A 41 r'avrnum5lX.. 0.40 Y0-r51GC. 0.31 cc-ndittorcd attic Si:3Ci^S shall G+_ sealyd, the%lietier or Warse Than Cede Incrx rtllec s how cie;e W to-rr her•ce Lie housr is based an code trade-W ruk!L _ZiV i"_ C-S Wt T n•rt COFI)A rs r,,"+rs f j r• L; e DOES K?T provide anmbmateofenerg•*use orco_�retmitetonnininur:.ccdeh3rre. (Ier.j,rr1:'.16tt =r't :, f-__Ur1(Jat1.:rn anr, cil, plu'+; bc, in1 ul ted by ccr+p!-,,,`! fillwf , CD';:tY ►'.itl`-I rl',u`•_'_':�i r' i._,{�- f c• JI erg _r r..a„ r� i, 4.'. ! ! C 27 t'�L '7 4 _. { R l�C r* "i ri cf t rl ' , f , r. f t f. �,.r 1 r r, :r • P;��♦ 1' _ -� n 1 V r n 1: 1 ,a 1,c .. 1.�(_ IaL-' r-gr•3' r 4131 ill j•�rl_ an -it=_ Low p:_it+_and lI'. tip G, Lk r_ iCR' 'h.; l,�.rila f_s:stt:l_t w n.Dt -_- than Q-_, Per iftet'_ _ cs._ t • ;�sJ_ L•� .�u. d-� ,� Ltnr_r• [t�! •� j i L• . l..",a� F_r o•-r••,r _ c -r.F'`•i,tr. t in f1. _ -- +. •t"n r. 'r, r ,fi t. •C`f clirrrj re r i to!z,%n I'l'ust r``IL 't ttiC r,ti'ti-i t_-i` crI<_;.a,f `uu'E.- I°Irulati+)•I FY=:_t1' C'�?`.,1 1JL'It`I rt<• •r1e111_ rh_i'i LH- Seal^d_ Kli2t' v,c;'lr ShYl ,,, r,,-1,,dr or er ,-i r., nit n -, ' - t• r ryr, REFLECTIVE WHITE O U_SC. t.; I .I _ _t__ ._. ., I ]i. _ �i _ _ � _ .� E,_ �_r1 _,-. Lx:iCit_ Lh,_ tt.�S. �' .d_ _i7_ Irt_J.�ti:rl tCr.r3 �lt^U' v.3 ,�_.1':f,l �C,1,E_31:cti tr' REFLECTIVE RED � �IJtst_intial Cc:nnrct a+,:l )+a coritiouous allorirntent yr t1: the at, bar:;C, PANT ONE#187 s 1trlGc?w•rv.SC.'. r�l','.5 Tne S07cr!�stF ;+?rI' `r3':"l.,nt� .?rl", = t!+rlhts.and, V1.a I tt?tb� of �, @•� _Enve_lopoAssembti�es _ - d - - �r,:a C,'�r� '.t'�nCl�•v;� �+'t! ci�crs sliwlt r=2��'e+ ��. 038218 W q ' Pin, 1,�ISt=_*1311 1nr!Jjt`t'i'' air t,arrlct ;^Ifn lc"st= shall DO Vlstlla'e�, �O F �O 1-co." 1:J(1'I!1• CiS",�I[` :t`S'c11 '1 R f. ,1 !t?St.31'i' to 1� a � n,l d.1,d! ,�, .', ' Y F 1'"t '''.. ,: xA�•rr%,r�, i gr 4" tilt <, I Y il•.�J. S .i] t'_' _... .a..-.._.._.._.._.�._ _......,__._...,,.._._.._:.-v__.._....._.___....__.-....�.,_e__..T-._.,_.. _ _-._. ._.. .._._._.....___._..__.._._ _._.-..._._.__.� �'r'='•U- rns !fLlun,'}J l a ritoin co­,tact L YlPYt�°_` LrdL°_iJr C.aL_ftC rf Ll_ .I r?g --- - - ------ _-- Ca'itikv=_red Inc a'r Larrm :,h_311 b� in t lea at rally lxr%osc i edo;= 01 AltC••-a'1 VC•]'y, f Do! frx-11ing cav%. y Ceiling: Flat Ce:lirtg o;Scissor Truss 213 30.0 0,0 0.035 0.026 7 6 �Icor= a+id f; aCt_+V'2 trlztulati;.•r'l. 1';t;tC:3;:;7n 5l,311 tir !n co;ltaCt�ti,t:y tier• Lop , _�.- �''� r„ TMS CERTIFES THAT THESE PLANS WERE L_ P ,; ofss c. hwii�; .,r CCtrlLl.t.lr)u1 wall: viood rrarne, 16" o,e_ 344 21.0 0.0 0.057 0.060 18 19 9_�'3'-s. ins_•iatonr, tn;':�';r_•� on th'_ rJnr.).�rx.;,. [,f f,•'ot framing; af�d e.x.tertd!ng fro^n thi,_ PREPARED UNDER MY DIRECTION AND Door:Glass Door(over 509c glazingl bottern t• Vic ton of all perfrnetcr floor fr3r !n- men%tors. ;, � SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL = 21 0.300 0.320 6 7 =xp�s_._ art°t in u'ivented cra'.:I p- t1 Ia 1 0•_` Coverert r ra;„i ss"ac_ ,�� tlat'i�* vrherr` r-vidt d 1rrr' ,,r r 51-IGC: 0.3_ r`` r'" s r r �" _ V: _ , a'.�.<.l +�' •I~0. } JUDGEMENT COMPLY WITH THE LATEST Winftw:Wood rrart;e rlrttr a cl:sss I rt `dd r with i^!siji:a,io t, shall br PROVISIONS OF THE NEW YORK STATE 5 0.300 0.320 2 2 UNIFORM FIRE PREVENTION, BUILDING CODE 5HGC: 0.31 p Ludt 5f 1tL, sst fits ~r'r±et, It:�n_, and f:u•-_sf;atP,s o.'_ntrty `_r7 T W AND THE NEW YORK STATE ENERGY :il1,slCs. L!lc'tri"t^fl. , r � 'r r- .r- i, I r- + A'� Floor:All-Wood joistrTruss 213 25.0 0.0 0.039 0.0.17 9 10 •2xtC•r.a, o. uf?CCn.J tic,n,ct _r'C_t_ ai, tr, ,eaI:_r�. �� CONSERVATION CONSTRUCTION CODE. L'a'ts to be irrstalicd in n3'ro,.v cavities t•t'li Dc cut to lit f Narrovi I a:'itt_- - or n`rr'c,•; cav,ticr soul► Lc-- fil'_"J whit InsulaTton tna,t ianini:ii':a t-ian road 1 rc,nfC''I?'t_ to tI-�fi:v3i!?ttly� Ca:•�Ly {u3._c. �� � . . .• DRAWING SECTION Air =f_31:'�l3 chL'I LL• rJl'i:r':'il`!i:'.1 l;:vt'r\'c'Grl t."1•� fJa':i�+' and � � af�t1^ Si?ljlfit:^tl - PCCCSSCG I'cllt f xtu`�'1 lots'_-ll;e^ rr7 the bUIIr�rRCr tilCrrT;nil Pecessei I,oht fixtures Installed in Vte b!A,,:nct the:fnzil b .ecessed li�h,ting A STROKE C'f!.Vr_'14pL'S'l3`E rIC cC+a1t3d tv Lht� fni5t'Cd SUf3_e. r�'t:'Cll':''7C shall tl^ a:^.itliiL an::1C 1'i3tCd. ProiettTitte: Castagnala Residence Report date: OZ1ZOfZ5 i1`: cx[• n r ..a:is, Bart insulat;nn slia11 h,� cut n•:,tl. tta f,.t The construction shall type y e`Data filenarne: Page I of10be g �''_1f1"t'�?'1C ar•, St`tl'rriif - � ';t n ti,• w�nr r t n t! • I. :�•-, '0 old l`,i! iC ,a Jr`lL•. 6 !'S�la"+G. _la_s iltrl•:t;a 3 r.._3d'W r11: t,] av-311atJ''_spa'-'-', shall r pirla ar!d V'.irwo � r`11"r'rlll"� a1V"Or aV" i i1 r L ,ri r ,r'r- to indicate the construction + at r_+tit!ur :: 111_ a 3_r :nt t+� classification of the �l-N34r r.f,;,+J Lt ill£ytCrl�r _ _ . -h rr Its shall ;:r, -., er C ,e "t'r -, rr r 6 t' .ty71'!i'�� clnd tuts _i'_ ,f:_rJ'u.t_ tit"• tr_:i� ff�:,ril tf1L �I`.:7'tdC'r L'+`Lrteriur S°a�J ,? 3rJ;.lLtli$to$l7i}Y1n._,af��lj :11,J5 5''}i:�, Il�` tl=U'3ttd. _ structure under PROJECT: iib section 602 of the BCNYS DESIGNATION FOR STRUCTURAL Lt.=-tricat,tiahior~ box irie, a•r barrier sliall br' instance! behind c•Icctncal af-A COMPONENTS THAT ARE OF �C'l fY.t1i',Citfid"' boxes Aitnrnativ�1j air-Sc'!C•� boxr's �h,,=, _ astagnola �F�' _} o1 cxte-,�r',,31I_ $} _ - �- TRUSS TYPE CONSTRUCTION , 4fa, Residence { f WAC supply' and return regts`_er boot: 1:03t Penetrate J ■ ,r KFlf FLOOR FRAMING, INCLUDING com l;r3rtce stat[�mer,t: The rep tr}' �;I ''=fi tf t.�C'yar ;trlL�ed Here ts•'crlisletArl ti10 the buildin IIVAC rc is rr `2u rd:rcl thlrrt7ial cnv lr e rf' I � f. �? ¢t �+„ Mans,35tCifitati0n5, and r3L+tcr _g StCf L L,_s i _p_ _ .a.! tor_ sc]I'_; tC+the tut.l,]G'.1w � ■ ■ GIRDERS AND BEAMS calculations sutirnitted with me g�,rrr 'S }� '. ;I.�I a�roposed I��ril�r�,�;`n�s'i ti�4"desi�rt��to ineet me 2iJ18 IECC requirements in all covcrin3 or ce;';nti penes-ated by the hoot. � ■ ■ 3655 Stillwater Avenue, IREScheC.k Ve si6n:REStheck-1'1ea'`1V : tf .i; _, ;:� t.t,e rnantlator;`riquirr;ne`ts listed In tl a REScheck Inspection C�teklist• , r,ry ,-� ,• r , ,� fire r i r ; u !! ROOF FRAMING t,rr�, r_ uir: to I,_ _ta,_d, o?c, _ :lf_ ._,a ifi, .ef, 1rI1 R Cutchogue, NY 11935 L `° i J ;'.r'• onl LIE'sco!l,.d in a r•ria int'_r t 1J_ is re-_ ii'lC'id-le G'. �l� l f4 J :}' 'J- 2/1g/c�Jr r t:,jr;ur 'Urc,,. c:ut .h cr r]tt+_` 3�17_" �r + 3i3ri.3 hail r-0r I.1,r_I�aet SudanoAf[hit+^et ,'- .,3 ,�� I Conceal�C!ssnrinkft f;- _ ri s 1 uFR" FLOOR AND ROOF FRAMING Natne-Title k ;�;� Eicriature Date of C. r.. to f't f ti'tVtds Cet i?l f-_• * nr p STANDARDS AND CODES DATE 117/25 Cf C?01ri-17 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 -- - - - - ICQJ NOTE SYMBOL LEGEND NOTE: CHECK BY. MS V2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A R313.11 SMOKE ALARMS OTHER TEEN THOSE REQUIRED FOR OVERCURRENT WOOD STAIR & RAILN(i TO BE SPACKLED-3 COATS MNJ ON ALL CHANGE N ROOF SLOPE OR DIRECTION; AND DaSTNG BUILDINGS UNDERGOING REPAFi, ALTERATION PROTECTION SMOKE ALARMS SHALL BE PERMTTED TO BE ECTED BY OVVhEf 3 (MAX RISER HGT OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO O SSE& MLLTPLE STATION SMOKE ALARMS �G WALLS TO 8E REMOVED ------- Kai SPRAY FOAM INSULATION N ALL CATi EDRAL CEILINGS• DWG NO. CHECK FOR BEARING CAPACITY OF SOL AND WATER WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY. ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-V4' & MIN. TREAD DEPTH SHALL BE EXTG WALLS TO REMAIN SPRAY FOAM INSULATION ALL FLAT (3=4LNGS. BE CORROSION RESISTANT IMINMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN OWSiTE ELECTRICAL TABLE LEVEL O CARBON MONOXIDE DETECTOR SMOKE DETECTOR N APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAFi, 97 MIN. HEAD ROOM 6'-8'. HANDRAIL ON � NEW CONSTRUCTION � ' �B_2� SUNCITIONED PRAY FOAM INSULATION N ALL FLOORS OVER V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO MATCH AT LEAST ONE SUE OF STAIRWAY. CONTRACTOR TO RE-GRADE EASTNG EARTH. PiTCH � SPA( BD. (TAPED & SPACKLED-3 COATS EXISTING R313.12 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE MAINTAIN MN 6' CLEAR ( FAN BEARING WALL T' >�E3�5 SPRAY FOAM INSULATION ALL EXTERIOR WALLS.NEW CONSTRUCTION, THE REWIED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. AWAY MIN.) BEHIND ALL TUBS, SHOWERS, 34' & NOT MORE THAN 36' ABOVE SINKS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS. SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.42 EXSTN NG,G BUILDINGS STAR TREAD NOS HANDRAIL SHALL FROM BOTTOM OF NEW SIDING TO GRADE. ' `X POST TERMINATION NEW P.0 FND.WALL Q-0 RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER WRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HAVE A PERIMETER DIMENSION OF AT to 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 EMSTNG BUILDINGS UNDERGOING REPAIR, ALTERATION, CONTRACTOR TO VERIFY EXISTING FIRST FLOOR CS-WSP SCALE SHT. NO. RAKES. EXTEND UNDERLAYM 34T 24' PAST THE WHEN PRMARY POWER IS NTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION N LEAST 4' & NOT GREATER THAN 6-V4 WINDOW HEADER SI2FS. MIN S2E TO BE (2)2x6 LINO. T.Cz TEMPERED GLASS (Continttousy sheathed Wood shicttral panep INSULATION BY 'OVVEi� CORNING' OR APPROVED EQUAL W/ A MAX CROSS SECTION OF 2-V4'. FASTENERS 6' EDGE 12'FIELD INSIDE THE EXTERIOR WALL LINE OF THE BUILDNCy POW�I FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. I AS NOTED ISSUED FOR: DATE DESCRIPTION 2/21/25 DOB SUBMISSION 4/1/25 DOB SUBMISSION N,iLI-C!" It-'SI)LAI 1 `4�LL U A 717C 'tY LRl,'1r,}ri r.10.lITIO'1,,) SFrAhF AN k Tl(: `` ^«y� -��I;`:H �;TT?'°•d�.;L? • - plZrn ,a_ ,k! 7F.,{Y �1�.-'t,'t i � .h �•, t 7 t I ATE #�' i ft+` EXT7,R,,.t,F� L,EIJI-A1-D Its,-1 C.l;�1 rF -- .F 1KA, .I v' -'_„�irT=k .f:"'{''' t � l.I4`_ 1t'.t'l1 SiIL, !' I+ �tr4' �,i' a 1 1} }t h_ (gyp�^ (���, i".!� A N. i v L � — ' ( L!�Li',F+t(/GSB SH�f�I�S'�'lil --r _ I' rr•• -- t i r.T• Li_ I. �,T t, CP.''i,t•.}!Gi' �,:{.H1�</id..:l, a'i�_ l I La L - ti . rr� f _: _ r.- - - . . . � L�G�EF'. Q!t•1 —t— —»- ------------- 04 AND L it t [('Fi, T'J r �. �' �! sti,.a I — a 1LDN' , - REVISIONS -- ! _• -" �- AtATI~EP BµPFIa� ! r t• '�,�-- ' _ � � NO. DATE DESCRIPTION V!,141If 6i'Ts: ,"--., F'! : r,i t''l SITS„—', - 41 ,. a -f'trh'•!:.,Iadty i,�pll CT„ rrll ._ , cl v ^ r SEC Mr.14 TPFU STAIRWAY Sr CT191 -WIRU WALI. ATTIC ACCESS DETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO _ COVTI`UOUS BEAD OF SE.VINT ELEC i�`,I C: ��41,Ri= CO`dTiNUOlUS 5RD OFAD SIVE r v L'` V COVTNl OIJS BEAD w I f r \ f vV 0-SDLA.'NT { '� TOP FLAiT ! r I Q' ;, �` 1=Lr_i«�i- .,LILE -;,� PL!If'�at►0 PEE - i � o �r-ir �^ E^�1 - .� �t4„r .a'T /�� � .--- -- FLOORTFUSS `—' r n ►'- EXPr,"}DI`da FOA1'i�uEt'1Lkill1 — � ^ Y 5 Tit'!XUS c[AD QF SELI Via, AS`FI r.LY in !_ v V t TOT P—li ATE •, ., v, Q NSl.IL ATE0 F Y°�—Z EXRA1 G!itO'FOAa,! `'JO'.�S BEAD LL STUD, CONTINUOUS D ht + �+i�C� JG"LtiltiT CF fiE �,h� r� N � cv 1 4y TiEn ;f'a�F-.N' TIE R'0Ll''tF.L`tYt, jj r a CO'dTI�i.IO{1JS BEAD R • f ,i,.-..Y La.rs•Et ''sue C`, _r,- C) OFStrt�.MT _► .i .�i, II`9T; 10 v't'0 '11ol101'A E 0" C� �' • is t��'r L ❑ s4 a •! a t� �F" i S` a3621� FOF N FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAIL -_ THS CERTIFIES THAT TFESE PLANS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO TFE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL '-F7r�'!J i_r' 'n�pt+�iJi• ••7 L°-e a�:x'�R LY WTH TFIE LATEST rub L ST'x » �t°��' ,—{}'r° ,•#-i�a!=a,�a= UNIFORM FIREPREVENTiON, BULDNG CODE PROVISIONS OF THE NEW YORK STATE fi.':•f 11.:�is'.. k i „'_5"'F,•,ti'�,'�._ �, T=, _ � _ �. r_ AND THE NEW YORK E ENERGY a'Ct'€ K' i / CONSERVATION CONSTRUCTIO CODE ;rl[;t I.it TALL p:GOINKILATION 41• r'1w riri �.- �I " s_eaF'T -�.al*r! r`Ir.r_#� D RAWING { ,' I?« . .,,� Faf,''I.��«ITN I ►ji'-� �u; INSULATION � ,I .►,jti� �Y �!,. _ AIR SEALING Flryila.�nLh14T. �r •� � r .ram�-�• ei1'r 4 i •• i.1 a. 1,{,��,►T�1?�EW3�'a4�r�zi '�,�F =;; a -�, .m..�_.., ��n�;-.�,. ee.5-. DETAILS +� • t tP��{ F a�1�'r"r� °�Y .^"�'G >'/•� ,e l i•�Pi,:r �i.�r�L.r HIR ... -_- -.-,.- I�«il.y�•t�'1Crl�`4.. �5,(� I�nT x r^rz- F kir• nr• -r - j• .,. _._--.__�......... It�At* il(j gyp• .. F?F}.rF[a 1lC�IT FI'.��J-'. PROJECT: r° �_` — ATT'; 1`•d':a.l_rlli"`w },� [] w - - �• T1.i=,i.re•{f:`�../�i1�L INSTALL ! (iiC1 .-•���'_r«: r,'`:' ``�_ I . i ,. , -, r �,;` v ', tl►�FT� ia`� Casta nola - g iP;I IL"I Ii. l'" i.pl,;;�'L�y 141 - • ' ,� IISC �:14JIN �f -=1-` + f i Residence S I�.y' i'a�tl� 4JF6ir!J � •� .�'�'�.:� ', .. _ _ f kr�^_.._ 3655 Stillwater Avenue .., Cutchogue, NY 11935 4 _ J, [�IV1f'�ri t-IP'� .!� 1! .y - - - - r -- '% , r.. t4 4,.�.a 1!i `k'��'•=•-..a� s - _°tis •i.$rrsI ,.1.ra =8.., } {1B�gt•' C.I oil It, !!1! T - - �a r �./ `, I (� r- . 1DATE 1/7/25 Y-_�..'-.:::...,. .s �':_.T�''t.`_. ::1..b$. _. -. __- • __ ,, .._ (!i! 14 ._. .. ....__. . ..._ _ e _..__ .. .-_.. - •„ 'i i tir j 1 ,, ,• r'• � t :i � if e;�-' �r i,,;; , � PROJECT NO 25/002 Castagnola DRAWN BY '_�' / , f,, -'q _ �a',A _� ►t -��!#- (I t_x. A,,.,i,' rtl,.4• _.Fti,h,►T �T F'.- ,1l-TTF' it "�11�F►'I��t=, F ",n�r�__1 MS ' Fl�?Y' I�ti`i�� �!''.1'Sj 5..{r r[:1'«,.�,)iIJV��M CHECK a �* CK BY. MS - _ - F!Fw41,-.L `EU,,.: DWG N0. FfI E)S111l LI(MTI'tia: F1N1�.:;:F 1 1.��R;~; t� li 'i�a'.� L.'itF N it,��1�La�1t N-02 SCALE SHT. NO. SHOWER DETAIL, TUB DETAIL ROOF DETAIL WALL DETAIL AS NOTED TABLER60 NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION ISSUED FOR: FASTENING SCHEDHED ULE (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) NUMBER AND TYPE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) / DATE DESCRIPTION " ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER',b•c SPACING AND LOCATION �' (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)(AS PER WFCMb NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL 2/21/25 DOB SUBMISSION Roof (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) 4-8d box(2112"x 0,113")or ALL STRAPPING TO BE 1114720 GAUGE STEEL OR 'SIMPSON' EQUIVALENT SPACING CORNERS 1 Blocking between ceiling joists or rafters to tap plate 3-8d common(2112'x 0.131");or3-1 Od box(3"x 0 128');or Toe nail CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12 BEARING 3'-0' o.c. 01 3 story) 6• m 3-3'x 0.131"nails ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. 1, ---- - 4/1/25 DOB SUBMISSION 48d box(2112"x 0.113');or SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER ADJUSTABLE ' YZ' max. 2 Ceiling joists to top plate 3-8d common(2 1;'x 0.131•);or Perjoist,toe nail CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FHSHED IN 'ZMA), 3-10d box(3"x 0.128");orLl 3-3"x 0-131'nails POST HOT-DIP GALVANIZED OR STAINLESS STEEL. Ceiling foist not attached to parallel rafter,laps over 1 Orl box(3"x 0.128");or ROOF 'SIMPSON FDUS-SD525 --� 3 partitions(see Seu-tion FrO=5_2 anti Table-FrG2 5 2 3-16d comrlxn(3112"x 0-162");or Face nail AT RAFTER TO RIDGE BOARD CONNECTION RAFTS RIDGE 4.3"x 0.131"nails BOARD/BEAM ".�----2-16D COMMON • • 4 Ceiling joist attached to parallel rafter(heel jot-it) Table F8�2.5.2 Face nail FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP NAILS ® 6' O.C. ! ' cE (see sectionR802_�-2 and Table R8o2_5.2) - FOR ALT. COLLAR TE - (3) 1W COMPION NAILS AT EACH END FOR FULL LENGTH a E Collar tie to rafter,face nail or 11J4"x 20 ga.ridge 4-1 Od box(3"x 0.128");or COLLAR TIE OF STUD 5 strap to 3-1 Od common(3'x 0.148');or Face nail each rafter BLOCKING PLAN rafter 43"x 0.131"nails 0 ENDWALL • O AT RAFTER TO RIDGE BEAM CONNECTION 3.16d box nails(3112'x 0.135');or 6 Rafter or roof truss to rate '1 10d common nails(3'x 0.146");or 2 toe nails on one side and 1 toe nail FOR ADJUSTABLE (10) 10D COMMON NALS AT FACE p' 4-1 Od box 0"x 0.128");or on opposite side of each rafter or truss JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER 43"x 0.131"nails 'SMPSOM LSSU28 •' & N x T WASHERS 41 Ed(31J2"x 0.135');or & END NUT SETUP 3-1 Orl common(3'x 0.148");or Toe nail NOTE: FOR CATHEDRAL CEILING R0� -- 41 Od box(3"x 0.128");or CEILING DOUBLE SILL PLATE § o WTER Roof rafters to ridge,valley or hip rafters or roof 43"x 0.131"nails AT SLOPING RAFTERS OR RAFTER TO 7 rafter JOIST SMPSONf FDUS (SINGLE FOR SLAB ON = ' 3-16d box 3112"x 0.135");or HEADER CONNECTIONS PROVIDE to minimum 2"ridge beam 1 +- tu 2-t6d common(3 !2"x o.t62");or SIMPSON tSSU28' ADJUSTABLE HANGER - 3-10d box 3"x 0.128";or End nail ROOF ,a •;. a1 E APPLICATIONS) t ) N ADDITION TO STRAPPING ® RIDGE 3-3"x 0.131"nails RAFTER 5/8' DIA ANCHOR Mil AT RAFTER TO TOP PLATE TO STUD CONNECTION CB-� BOLTS (TYP) r REVISIONS 1 " TOP PIL m m 16dcommon(3I2 x0.162") 24"o_c.face nail f 'SST FIRST FLOOR ATTACHMENT -- :9 • o NO. DATE DESCRIPTION HI8 (5) 10D COMMON NAILS AT EACH ETD OF STRAP � ; •:' . •�. � o r� 6 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or Pi POURED 3"x 0.131•nails 16"o.c.face nail BY'SIvPSOM (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) - 9 Stud to stud and abutting studs at intersecting wall 16d box(3112 x 0.135');or 2• iSIMPSOW H8 CONCRETEcorners 3'x 0.131"nails 1_ o-c.face nail FOUNDATION WALL (at braced wall panels) 16d common(311�x 0.162") 16'o.c-face nail NOTE: SECTION 16d common(31J2"x 0.162") 16*o.c.each edge face nail ALL CLIPS & STRAPS CAN BE MOUNTED STUD 10 Built-up header(2'to 2"header with 112'spacsr) 16d box(31/ 'x 0.135") 12"o_c.each edge face nail FROM EITHER ALL EXTERIOR OR ALL 'SIMPSON FCL)5_SDS2.5----� NOTES 5-6d box(2112'x 0.113");or NTERIOR, BUT NOT A COMBINATION OF BOTH. \ 1 USE 5/8' DNA. ANCHOR BOLTS W/ Mq 4AUM T EMBEDMENT INTO 11 Continuous header to stud 48d common(2112"x 0.131");or Toe nail .__ ---2-16D COMMON CONCRETE W/ 3' SQUARE x V4' WASHERS AND END NUT SETUP. 410d box(3'x 0.128') AT STUD TO FLOOR ASSEMBLY NAILS ® 6' O.C. 16d common(31/2"x 0.162") 16"o.c.face nail 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 0.128");or TO STUD CONNECTION OF STUD HOLD DOWNS FOR SHEARWALLS. 3"x 0.131"nails 12°o.aface nail (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) BLOCKING fi-16d common(3112"x 0.162");or Face nail on each side of end joint 0 ENDWALL 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO 12-16d box(3 /Z"x 0,135");or IT MAXIMUM FROM ENDS AND CORNERS. 13 Double top plate splice 12-tOd br„c(3" x 0.128");or (minimum 24"lap splice length each FOR STRAP - (4) eD COMMON NAILS 12-3"x 0.131"nails sires of end joint) AT EACH END OF STRAP SHOE P- 77771 t6dcattmon(3112'x0.162") 16•a.c.face nail BLOCKING AT ENDWALL Bottum plate at brac d wall p band joist or , FOR A CONFI TE - (14) 10D COMMON NAILS (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) 14 16d box(3 J•x 0.135',or RIM JOIST FLOOR a : a . blocking(not at braced veal)panels) 2 ) L"o.c.face nail 3"x o.13t°nails STRAP CONFlG FOR EACH STRAP ;' 316d box(3112'x 0.135");or 3 each 16'o_c.face nail (TWO STRAPS TOTAL) JOIST .' • .' ' Bottom plate to joist,rimjoist,band joist or 1 ? _ RIDGE 15 2-1 Ed common(3 JZ'x 0.16_");or teach 16"o_c-face pal ••'••- .. �.•� ` '' '. ' blocking(at braced wall panel) 43"x 0.131•Wads 4 each 16°o.c.face nail � :,,:• •. _ 48d box(211 'x C.113•);or TOP FL •; BLOCKING 2 BAYS 3-16d box(3�)2"x0.135*);or FOR SECOND RR. - SHEATHING TO OVERLAP a. 4-8d common(2112"x 0.131•);or Toe nail • e 410k1 box(3"x 0.128');or ADDITIONS FAST & SECOND FLOOR & 5/8' DNA. THREADED ROD EMBEDDED BACK ® 48' o.c. 16 Top or bottom plate to stud 4-3"x 0.131"nails STUDS BY MIN' 12' 12 V2* INTO 3-16d box(3112"x 0.135•);or ALL STRAPPING, ANCHORS, HOLD DOWNS, (HIGH STRENGTHEPO ADHESND & FOR ATTIC 2-16d common(31J2"x 0.162");or & ADHESIVES TO BE INSTALLED AS PER 3-1 Dd box W x 0.128");or End nail MANUFACTURES SPECFRCATIONS. TEMPERATURES (0 DEG TO 40 DEG F) USE K. 3.3"x 0.131"nails 'SIMPSON AT (HIGH STRENGTH ACRYLIC ADHESVVD l 3 % -- 3-1 Od box(3"x 0.128");or lq 17 Top plates,laps at corners and intersections 2-16d common(31/2'x 0.162");or Face nail 6a Ci U a NAILING & STRAPPING AT NOTE: 3-3•x 0-131"nails O. c) 3-8d box(21)2"x 0.113');or • ALL STRAPPING TO BE 1 1/4720 GAUGE STEEL OR U 2-8d common 21J "x 0.131');or "` LLJ 8 ,•biome to each stud and plate t 2 Face nail EXTERIOR WINDOW / DOOR HEADERS 'SIMPSON' EQUIVALENT - CS20 (COLED STRAP) FAST & SECOND FL 2-1Od box(3"x 0.128");or a cj 2 staples 13/4" SHOE PL (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) f (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) i tr 3 ed box(2/2 x a,13');or SUBFLR 2-8d common(2112 x 0.131");or AT STUD TO FLOOR ASSEMBLY R✓ a Q 19 1"x 6"sheathin to each bearing Face nail g 2-10d bar.(3"x o.128");or 3 TO SILL PLATE CONNECTION RM JOIST i FLOOR r -C c 0 2 staples, 1"crown,,6 ga.,, l4°long �,, NAILING SCHEDULE B : (WOOD FRAME CONSTRUCTION MANUAu 20 1"x 8"and colder sheathing to each bearing 3 Sd box(2112"x 0.113");or Face nail FOR STRAP - (4) 8D COMMON NAILS JOIST BLOCKING 2 BAYS " U Q 3-8d common(21l2"x 0.131");or AT EACH END OF STRAP O • ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS BACK ® 48' o.c. #��> 3-1 Od box 3"x 0.128";or PL 3 staples,1"crown,1E aa.,13/4"long STRAPPING UNDER �' � . �-L _ L"Jiderthanl"x8° ,`••' ' . Rough h Notation A B C D E F x x< 4 t 1 "x t1^" r .'. :• 9 EXCEPTIONk ATTIC FLOOR OR "t } :E U Bd box(2/2 0. .,),o e . O enin WHI7V DIAPHRAGM S USED TO BRACE THIS GABLE O - 3-8d acmmon(211�x 0.131•);or a •: °' , p g ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. `...:.,.., m 3-10d box(3•x 0.'128");or , •:a' .. :... U • - %' 2 0 2 M 2x4 1 1 1 1 A ki-y k0 4 staples,1'crown,16 aa., 1314"Iona '' . CV - - 4 • NAIL SPACING FOR SHEATHING (c PRESSURE ZONES as N Floor - 'I 48d box(2112"xo.1t3•);or ! N,�. r: a,. 4-0 4 (U 2x4 2 2 2 2 A < m r 3-8d common(2112°x 0.131');or 21 Joist to sill,top plate or girder Toe nail '� " � 6'-0" 6 (2) 2x4 or (U 2x6 3 3 3 3 ,� D ZONE 1 ZONE 2 ZONE 3 ZONE 4 y, 3-1 Od box(3"x 0.128");or �� C__ 3-3'x 0.131"nails Cil c � 8-0 8 (2) 2x4 or (1) 2x6 3 3 3 3 FIELD t3 O.C. 12' O.C. 3 O.C. 4' O.C. � �' 8d box(2112"x 0.113') 4"o.c.toe nail 10'-0" 10 (2) 2x6 4 4 4 4 7. 0 p 22 IRimjoist,bandjoistor blockingto sill ortop 8d common(2112"x 0.131");or PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. G OV plate(roof applications also) 1Od box(3"x 0.128");or 6°o.c.toe nail 12'-0" 12 (2) 2x6 5 5 5 5 B 3"x o.1x1•nails Notations : C E 3-8d box(21J2"x C 113");or AT STUD TO FLOOR ASSEMBLY 'SIMPSONf • 2-8d common(21i2"x 0.131");or TO SILL PLATE CONNECTION SP4 23 1"x 6"subfloor or less to each joist Face nail - A--' j 3-1 Od box Mx 0.128');or (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS 2 staples, 1°crown,16 ga.,1314"Iona Q O (D O O (D O d 3 ® D y' 3-t 6d box(311 'x 0.135");or FOR STRAP - (4) 8D COMMON NAILS B. NUMBER OF SILL STIRS ON THE FLAT (DOES NOT APPLY TO DOORS) � i 24 2"subfloor to joist orairder 2-t6d common(3112°x 0.1E2"} Blind and face nail Q • ' • [• '• , a 3 16d box(3112"x 0.135"):or AT EACH END OF STRAP a •• '..'a A 0 O 25 2°planks(plank&beam-floor&roof) 1 At each bearing,face nail MAP STRAPPNG UNDER SLL PLATE , ' + < __ C. NUMBER OF FULL HEIGHT KING STIRS AT EACH SIDE OF HEADER 2-16d common(3/2 x 0-162") • f: : .a'•'"' O O O • .' D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STIR TO END F 3-16d common(3112"x 0.162") . .' •: OF HEADER AT EACH SIDE 41 o bo0.x(3•x a t zs"),or End nail E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) 26 Band or rim joist to joist 4-3'x 14 g •sta;:l;or = ! 4 2 1 1 2 4 4 2 1 1 2 4 �3 6 Q` 43"x 14 ga.staples,rI15"crown •a' O O O O O O O O O O � O '��. 821 tD Nail each layer as follows:32"o.c. .� ?oil common(4'z 0.192");or at top and bottom and staggered. F. NUMBER 16D NAILS END-HALED THROUGH ADJACENT JACK STUDS TO F�F 1Od box(3"x 0.128");or 24"o.c.face nail at top and bottom END VIEW SECTION END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) NN 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides layers And: _.-- 2-20d common(4"x 0.192");or Face nail at ends and at each splice SPLICING O F TOP PLATE (Required for all New Construction O 2 O THIS CERTIFIES THAT THESE PLANS WERE 3-1 Od box(3"x 0.128•);or 3-3"x 0.131"nails 416d box(31/2'x 0.135•);or and/or New Additions) Q; 3 1 3 3 1 3 Q 3 4 3 PREPARED UNDER O DIRECTION ANDMY TYPICAL EXTERIOR WALL CONST. '�-3-16d common(31J2 x 0.162');or SEE FLOOR PLANS SUPERVISION AND F THE BEST SI NA 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail 3/4' SUB FLOOR GLUED & NAIL® O O O O O O KNOWLEDGE, BELIEF AND PROFESSIONAL 41W box(3•x 0.128");or TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS JUDGEMENT COMPLY WITH THE LATEST 43'x 0.131'nails 2x FL JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES GABLE ROOFS " HIP ROOFS PROVISIONS OF THE NEW YORK STATE 29 Bridatng or blocking to joist 2-10d box(T x 0.128"),or 2-8d common Each end,toe nail BLOCKING INSUL AS PER PLANS A-4 FEET N ALL CASES UNIFORM FIRE PREVENTION, BUILDING CODE (211,"x 0.131%or2-3'x 0.131")nails STRAPPNG AND THE NEW Y ON STATE ENERGY HALING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. CONSERVATION CONSTRUCTION CODE i SPACING OF FASTENERS - (4)8D COMMON NAILS ® EA. END SPACING IS BASED ON VT SHEATHING & 80 COMMON NAILS OF STRAP (BY SIMPSON) RATIO LIMITS - H/L 1.3 V2 Building Minimum 1,2 Building Minimum 1.2 DESCRIPTION NUMBERAND htermediata Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length(ft.) DRAWING REM OF BUILDING ELEMENTS TYPE OF FASTENERa,b,c Edges h supports°•• (inches) inches) I• PLYWOOD NOT SHOWN TABLE R301.2.1.2 Wood structural panels,subfloor,roof'and interior wall sheathing to framing and particleboard wall sheathing to framing JOIST HANGER BY SIMPSON FOR CLARITY 12'-0" 3'-0• 12'-0" 2'-0• WIND-BORNE DEBRIS PROTECTION FASTENING Isee Table FE02 3n)for wood structural panel exterior wall sheathing to wall framing] 6d common(2"'- 3.113")nail(subfloor,wall)i SOFFIT MATERIAL AS PER ELEVATIONS SOLD BLOCKING ® 16'-0" 4'-0' 16'-0" 3'-0• SCHEDULE FOR WOOD STRUCTURAL (PANELS 30 �18"-112' 8d cortunon(211,"" 0.131")na!l(roof);or RSRS-01 6 12' SEAMS „ „ a,b,C,d 20-0 5'-0' 20-0 4-0' (231y"x 0.113")nail(roof)i STRAPPING FASTENER SPACING 19 6d common nail(2112"x 0.131');or RSRS-01; „l (4)10D COMMON NAILS ® EA. END OF STRAP -- 24'-0" V-0' 24'-0" 4'-0' 31 /32 1" (23,'y'x 0.113")nail(roof)' E ,t - OR H8 CONNECTOR MY SIMPSON 4 FOOT 6 FOOT 10d common 3"-0.148')nail;or 28'-0" T-0' 28'-0" 5'-0' FASTENER TYPE PANEL SPAN 32 11/8"_ 11/4• 1 ( 6 12 <PANEL SPAN <PANEL SPAN 8d tz!2°x 0.131")deformed nail TYPICAL EXTERIOR WALL CONST. I I I <4 FOOT Other wall sheathings SEE FLOOR PLANS PLYWOOD SHEATHING 32'-0" V-0' 32'-0. 6'-0' - <6 FOOT <8 FOOT 1/ 'structural cellulosic fiberboard I Ii,'galvanized roofinq nail,111r,"head (SEE HALING SHEDULE) PROJECT: 33 2 d;ameter,or 1114"long 16 ga.staple with rJ16"or 3 E 36'-0" 9'-0' 36'-0" T-0• 21'#6 sheathing ,"crown CANTILEVER DETAIL (TYP) a 40'-0" 1Y-0' 40'-0" 8'-0 WOOD SCREWS 12" 9" 25132"stru k_+rai cellulosic 1'l4"galvanized roofing nail,r/1,"head diameter, 3 6 C a sta V n o a 34 fiberboard sheathing or 1112"long 16 g2a,staple wth r11E"or 1"craven 35 11 "gypsum sheathing 1112"galvanized ed roofing nail;staple Galvanized, 7 7 TYPFCAL BM09 WALL CONST 50'-0" 13'-0' S0'-o" 10'-0' 2 2'#8 HOLD DOWN SEE WOOD SCREWS 16" 16" 12" Residence 2 g 1 12"long; t 14"sarews,Type W or S - 60'-0" 16'-0' 60'-0" 12'-0' SEE FLOOR PLANS DETAILS THIS SWEET 5 1314"galvanized roofing nail,staple galvanized, (9)10D COMMON NAILS ® EA. " r ,r 3655 Stillwater Avenue 36 !g"gypsum sheathing 1518"long;151e"screws,Type W or S 7 7 END OF STRAP (BY SMPSOM 70-0 19'-0' 70-0 14'-0' OVERLAP NEW SHEATHING OVER FOR SI:1 INCH=25.4 mom,1 FOOT=304.8 mom,1 POUND=0.454 kg, .1.I t 1 MILE PER HOUR=1.609 km/h. CutchC'gue NY 1 1 935 Wood structural panels,combination subfloor underlayment to framing A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. lr t NEW 2ND FLOOR b EXISTING STRUCTURE AS SHOWN. 80'-0" 22'-0' 80'-0" 16'-0' ' 6d deformed(Z"x 0.120')nail;or ' 37 alai and less 8d common(2112 x 0.13 t")nail 6 12 >V PROVIDE STRAPPING AS PER DETAILS T Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. THIS S� C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. 8d common(2112 x 0.131")nail;or F Spice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED DATE 117/25 3B r18"-1" 6d deformed(2112 x 0.120")nail 6 12 W UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL 1 t 10d common(3'x 0.148")nail;or "L ( CAPACITY OF 490 POUNDS. 39 1 /8'-t 14' 8d deformed(21/2"x 0.120")nail 6 12 ''' v 1 SHEATHING AS PART OF SHEARWALL SEGMENT VA-ME NOTED ON FLOOR PLAN, SHALL BE PROJECT NO. 25/002-Castagnola w For se 1 moil'=25 4 mom,1 loci=]0a 8 mom.1 m�per hear=0 447 rWs;1 ksi=s ells utFa CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 1 Tabulated splice lengths assume top plate-to-top plate Cornectionus 2-16d nalS per foot. For Shorter Ice WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF '(11.1mm)AND A MAXIMUM SPAN ! a ttada are snwatt",ommon,box or dafarnted shah s a":apt"hare ethatwise s+.atad Nail used for framitg aril shaathk.g mine«ions shaft have minimum avaraga bend mg yts sir¢vgnns as Z HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. p DRAWN BY MS . reingths, the Iial 8 lr be reduced in order to OF 8 FEET(2438 mom).PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH shown:50 ksi lot shant diameter of 0192 inch t20d common nail),90 list for shank diameters larger than 0.142 inch bur not larger than 0.177 inch,and 100 ksifor shank diameters of 0 142 inch REMOVE EXISTING SHEATHING 2'-0' 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. '�"d` o�S� ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH or 60STNG FAST FLOOR BELOW NEW 2ND STORY provide an equivalent dumber of nais. TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS CHECK BY. MS b.Staples are 16 gage wire and have a mmrnum 711,-inch on diameter crown with c.Nail,shall be spaced at not more than 6 inches on center at all supports where spans ate 4a whas or greater CONSTRUCTION, 2 Tabulated spice lengths assume a mean roof height of DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE E NEW YING S H EA RWA L L SEG. DETAIL (TYP) STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING DWG NO. d Four-foaby8-foot or a-1�rotby9-fc�otpanet_sshaHheapph�ivertr:atty 33 feet. For mean roof heights of 15 feet or less, the WINDOWS. � e Spacing of bsteners not included n this table shall be based on Table FY_92]l'__) tabulated values shall bepemitted to be multiplied by 0.80. f For wood structural papal roof shiaathing ara;.hed togabla and roof warning and to intermediate supports wahin 49 inches d txf e•.igas anJ ridges,nail.shall he spaced at6 incheson center where the ulimalL desgn wind spied is lass than 130 mph and shall be spa,xd 4 incheson eenfir where the uhimate design wand spied s 130 mph or•greater but toss than 140 mph g Gypsum sheathing shalla;nfcrmt:;I:STA4 C139S and shall be installed n accordance with GA;S�Fiberboard shaathmg shad conform to+`,STM p205 LOAD PAT H/ FRAMING DETAIL _ h spacing of fasteners on floc sheathing panel edges appiem,to panel edges supported by framing members and iegmrad blocking and atflmr perimeters only Spacing of fasteners on roof N 0 1 sheathing panel edges applies to panel edges stipported by framing members and tequ"ed btxkng @backing of roof or fl�r sheathmg panel edges perpendicular fe the framing members need not Oe prevd¢d except as requesd by otf•;r prey acns cf thiscMe.Fber parimetar shaA he supported byframug members or solid Olxking i YJI,ar¢a rawer is fastened loan adiaeem paraW ceding lei>t inacxrdance with thL,schedule,piovde two toe nails on ona side of thie taf er and tit nails from the carting fast to tap plate in accordan:e with this_rhadule The tee n2don the opposite&He to tha rawer shall riot be requted I RSP.S-01 is a Roof Sheathing Rng Shank nail meetwg the spevfi air ns it.ASTt4 Fl;uw. SCALE SHT. NO. AS NOTED ,012"1-(SAL REQUREMEI LS ISSUED FOR: 1 Work performed shag comply with the following: E Lao Botts: a These general notes unless otherwise noted on plans or specifications. 1 Shall be of structural grade steel 2 Al windows shag have insulating glass, a mangle glass with storm windows or equal Sizes indicated on plans are b. Building Code as specified ai the architectural drawings. 2 Washers shag be placed under the head of lag bolts bearing on wood Length of lag bolts shag be rrinimurn 2/3 window from Bolder a com a with window manufacturer p determine exact sizes,rough opening, eta At feast one DATE DESCRIPTION c. All applicable heal and state codes, ordinances and regulations. depth of members being bolted together. window from each bedroom area shag have a net clear opening area of 5.7 Sq. Ft(grade floor 5.0 Sq. Ft3 with a net d h areas where the drawings do not address methodically,nelthe contractor shag be bound to perform In strict F. Altering Structural Members: dear height of 24'. a net clear opening width of 20'. and a sill height of 44' a less above the floor for egress 2/21/25 DOB SUBMISSION conpiance with manufacturer's specifications and/or recommendations. t No structural member shall be anitted, notched curt, blocked out a relocated without prior a purposes. Glazing in does and fixed glazed panels immediately adjacent to doors a within ide18' ti the floor, which may i p approval by the � subject to frequent and recurrent accidental human impact shag be to 2 On-site verification of al dimensions and conditions shag be the responsbflty of the general contractor and Architect. Do not after sizes of members noted without approval of Architect p tempered as per Residential Code of New York 4!1/25 DOB SUBMISSION his subcontractors G. Built-uo Beams: State and local codes and ordinances. 3. Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 1 Built-up beams or joists formed by a multiple of 2 x members shag be interconnected as follows: consult Architect in case of question a.Members 9-V4' and less in depth: glue and ntemai w/2 rows 16D nags at 'iZ o.c. staggered DWISf4119 9 -F14S}ES 4. The general notes and typical details apply th,oughout the job unless otherwise noted or shown b. Members greater than 9-V4' in depth or multiple 3 x members though bolt with V2' diameter machine bolts at A. General 5. Discrepancies: The contractor shag compare and coordinate all drawings: when in the opinion of the 24' o.c. staggered 1 All gypsum wallboard shag be installed in accordance with the provisions of the Residential Code of New York State and contractor, a discrepancy exists he shag prompthr notify the Architect, in writing,before proceeding with the H. Cuttina of Beams. Joist and Rafters: local codes and ordinances (as applicable). work or he shag be responsble for the same and any Indirect results of his action 1 Cutting of wood beams, joists and rafters shag be limited to cuts and bored holes not deeper than V6 the depth of 2. Gypsum wallboard shag not be installed until weather protection for the installation is provided. Storage should be in 6. Omissions: Architectural drawings and specifications shag be considered as part of the conditions for the the member and shall not be located in the middle of V3 of the span Notch depth of the ends at the member shag not accordance with manufacturers instructions. work In the event that certain features of the construction are not fully shown on the drawings, current 3. AN edges and ends of gypsum wallboard shag occur on the framing members except those edges which are national, state and local codes,advances, regulations or agreements as well as current acceptable building exceed V4 the depth of the member. Hiles bead out into joist shag not be loser than 2 inches to the to bottom perpendicular to the framing members. AI edges of practices shag govern, and that construction shag be of the same character as for similar conditions that are of the jests and the diameter of the polo shag not exceed V3 the depth of the joist. The tension side of beams, joists peep gypsum wallboard shall be in moierate contact except in concealed and rafters of 4 inches or greater nominal thickness shag rot be notched, except at ends of member& spaces where fire resistive construction is not required shown or noted l. P'mes in Stud bearing Nags or Shear Nails: 4. The sizes and spacing of fasteners shag comply with the Residential Code of NYS and local codes and ordinances (as T. The Architect will not be responsible for and nvd not have control over construction means, methods, 1 Notches or bored holes to studs of bearing wags or partitions shag not be more than V3 the depth of the stud appicablel techniques, sequences or procedures,or for safety precautions and programs in connection with the work,and J. Bridging and Blockim 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. ant not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing sha 6. Fire-resistive construction: Garage cei'ngs and wags when adjacent to a dwelling unit g be of rated construction 1 There shag be not less than one Ina of bridging in every eight leaf of span in floe, attic and roof framing. The any of the work, to carry out the work in accordance with the approved contract documents. bridging shag consist of not less than one by three inch lumber double naiad at each end or of equivalent metal accordng to the UL Design specified on the drawings when units are designed under NYS standards as indicated on the & Any and all drawings and specifications for sltawork, plumbing supply or waste, electrical circuitry, and bracing of equal rigidity. Midspan bridging is not required for attic a roof framing where joist depth does not drawings. (5/8' type X wags and ceilings)heating,ventilating, fabricated trusses, and air ca�ncitioning systems are not a part of the professional services exceed twelve inches nominal Block sold at al bearing supports where adequate lateral support is not otherwise provided to the Gent by the Architect unless included under their agreement. Any discrepancies with these provided Block all stud wags at maximum intervals of eight feet with minimum of 2 x sold material with tight joints. DVI90N 15 - SAL documents by any of the above fisted services as shown In documents prepared by others should be indicated Provide 2 x fiestops at mid-point vertically of stud wall Bridging as required by floe truss manufacturer's printed in writing to the Architect immediately. Provide A. Heatno Ventilation and AirCondtionina 9. Prior to application for building permits, the Contractor will .g furnish the Architect with two sets of shop 1 AN work shag be in full accordance with all current codes and regulations of the gcverring agencies. REVISIONS drawings of all prefabricated components, one set to be retained by Architect, the other set to be returned to K. Lintel Schedule: 2 Mechanical subcontractor to submit shop drawings indicating duct layouts, condenser location, duct sizes, etc. to contractor after review. items requiring shop drawings include but are not limited to roof trusses,floor 1 Unless otherwise shown, provide 1 Intel with 6' minimum bearing for each 4' of wag thickness. Architect prior to installation Mechanical subcontractor to review structural stop drawings and notify the Architect of any trusses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be 2. Lintel Schedule: mechanical and structural and design intent conflicts prior to construction NO. DATE DESCRIPTION modified during construction from previously approved stop drawings, the Architect shag be furnished prior Span: Size of Member 3. All work shag be done in a neat and workman ke manner and so as to not needessly hamper that portion of the work -to fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the Up to 4'-0' 3 V2 x 3 1/2 x V2 or 2-2x6 performed by others. above information, the client shag defend, indemnify,and hold harmless the Architect from any darn or suite 4'-f to 5'-0' 4 x 3 V2 x 5/16 or 2-2x8 B, Plumbhcr whatsoever,inducing but not limited to, all payments, expenses or costs included, arising or alleged to have 5'-T to 6'-0' S x 3 V2 x 5/16 or 2-2x10 i All wok shag be in fug accordance with all current codes and reguations of governing agencies. arisen from prefabricated items. 6'-T to 8'-0' 6 x 3 V2 x 3/8 or 2-2xi2 2 All work shag be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work 10. The conditions and assumptions stated in these specifications shag be verified by the contractor for performed by others. conformance to local codes and conditions. In the event of a discrepancy between these specifications and L Plywood 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing local codes or conditions,the contractor shag notify the Architect in writing of the discrepancy and special 1 Ai plywood shag be Doug fir or equal. It steal be manufactured and graded'n accordance with HVAC, structural and design intent conflicts prior to construction. Architecting requirements shag be applied to insure the building's structural integrity. DOC PS 1-95 for Construction and Industrial Plywood 11 These requirements may be superseded by more stringent information contained within 2 Each plywood sheet shall bear the 'APA' trademark DIVISION 16 -ELECTRICAL the drawings. The more stringent shag be followed 3. All and joints shag be staggered and shag butt along the center Ines of framing members. 12. Sol conditions shag conform to or exceed them following conditions: 4. The face grain of the plywood shag be laid at right angles to the joists and trusses and parallel to the studs. 1 All work shall be in full accordance with all applicable National, State and Local codes and shag comply with the Bearing Capacity. Min 2000 psf. field verified u oiler all footings and reinforced slabs. 5. Nags shall be placed 3/8' mnimunm from the edge of the sheets. The minimum nag penetration into framing requirements of the serving Water Table: Min 2'-O' below bottom of all concrete slabs and footings. Footings, foundations, wags, and members shag be 1 V2' for 8d nails and 1 3/8' for 10d naffs. power and telephone companies. slabs steal not be placed on or in Marine Clay,Peat and other organic materials. 6. At floors shag be naiad as per nailing schedule. 2 All work shag be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the 13. Live Loads: Roof: 20psf. Floes: 40psf (except sleeping rooms: 30psf). Exterior Balconies: 60psf. Stair Landings: M. Corner Bracher work 40psf. Wind Load: 15psf. Garage: 50psf. Maximum foundation lateral pressure: 40pst Dead Loads: 10<bsf. erw performed by others. -- 1 Unless otherwise noted, r c b exterior of building with 1 x 4 diagonals, let into studs, or with 4 x 8 Decks: 40psf. Attics without storage 10psf. Atti n with storage 20psf. Guardrails & Handrails 200psf. 3. Installation:14.Bottom of footings shag extend below frost Fie of the locality and minimum T-0' below existing grade to plywood sheet of thickness to match that of sheatt>uhg or with metal strap devices installed In accordance mating schedule a All equipment installed outdoor and exposed to weather shag be weatherproof. undisturbed sot or sot compacted to 95 % dry density having a load carrying capacity as specified in Note 12, b. Bottom of receptacles and switches shag the boated 5' above counter top unless otherwise noted on drawings. as verified by a soils Architect licensed in the lo�arity where project is being butt. N.Lap plates at al comers c. Receptacles shag be installed vertically at 7 above fresh floor and 12'-0' o.c. horizontally. AN receptacles within 15. All foundation wag backfill under slabs where distance from edge of wag I to edge of undisturbed soil N. 6'-0' horizontally of a sink lavatory a tub shag be wired to a ground fault interrupted circuit exceeds W, but less than 4'-0', shag consist of clean,porous, soil compacted in 6'layers to 95% dry density Al mating shag comply with mat, a maufacturer's recommendations.schedules (see attached schedule) and d Wall switches to be 48' above floor. a provide *4 rebar at 2'-0' o.c, T-O'beyond edge of undisturbed soil and T-V into foundation wag. al state and local fulling codes, e. All smoke detectors to be Ina voltage and wired in a manner such that the activation of one will activate all. Each 16. Free draining0. Fre Stoogina granular backfig (SM a better) steal be used against foundation wags consistent with the floor level to have at least one smoke detects. Each bedroom to have its own smoke detects in addition to a smoke 1 Fre stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) with 2' detector located in a halfway architectural plans and related details. Equivalent fluid pressure of backfd not to exceed 40pcf (pounds per y outside the bedrooms. cubic foot). If backfll pressures exceed 40pcf, then wags must be designed for actual pressures by a nominal lmber or 2 thniollmsses of T rominal lumber with broken lap joints or other approved material. f. A line voltage carbon monoxide detector shag be located at each level of the dwelling,including the basement or registered Professional Architect licensed in the locality where project is being butt P. Aianment: cellar. 17. Unbalanced fill not to exceed T-O' unless otherwise noted and substantiated by Architecting calculations. 1 All rafters and jests framing from opposite sides steal lap at feast six(3) inches and be naiad together with Backfll shag not be placed against wags until slabs-on-grade and framed floors are in place and have reached mown (3) 10d face nags ( (see attached nailing schedule for superceedrhg requirements) their design strength. Proper precautions shag be taken to brace foundation waPs when backfilling Where 2 When framing end to end joists shag be secured together by metal straps. U backfil is required on both sides, backfll both sicbs simultaneously. t Partitions: 1 General G CL ka � 3 - CONCRETE a. Provide sold blocking at 4'-0'o.c. between the joist and fist interior parald joist o U 1 b. Spices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. c. Spices shag occur directly over studs. > A. General only C d Structural variations are allowed it substantiated by Architecting calculations. Stamped b 7_ rt' I The concrete properties shag be as follows: mP y professional Architect ;. r licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to Rom _ Mon.Camp.Strength Min. Aggr�gata size � 0 28 Da,r (s PSD Architect for approval prior to construction. p Footings 3.000 V2'-T 4' T e. Lap top plates at corners and intersections. 0 U Z Slab-on-Grade 3,000 V2'-T 4' V2' 2 Bearing Wags supporting one floor a more: U Q 0Wags 3,000 V2'-T 4' V2' a. Partitions must be constructed of rninirim 2 x 4 studs spaced 16' o.c. of type lnber specified K do Garage Slabs & exterior slabs 3,500 V2'-T 4' T w/ 5% b. If a double top plate of less than 2-2 x 6s or 3-2 x 4's is used floor joists shag be air entrainment centered directly over and below bearing wag studs with a tolerance of no more than T unless substantiated by Architectiig calculations. .h `; Q 2. Concrete work shag conform to all re dings quremeni�s of ACh318 specifications for structural concrete for buildings. c. Bearing stand wags must be sheathed with a minimum V2' gypsum board fastened according to drywall manufacturer recommendation. LO 3. AD reinforcement, anchor bolts,poe sleeves and other inserts shag be positively secured in place and - "' boated according to the appropriate architectural drawings and details R. Wood Roof Trusses ' ' �� N B. Reinforcing Steel 1 Trnber trusses shag be designed in accordance with accepted Architecting practices. Calculations, jolt strength Information � r� 1 Reinforcing steel shag be intermediate grade new billet deformed bars grade 60 conforming to ASTM & (allowable load per square inch or per nab allowable edge distance, allowable end distances) load test data and other `� 615. Welded wire fabric scrag conform to ASTM A-185. See architectural drawings for sizes and locations. information as necessary shag be submitted to local authorities for approval prior to fabrication Each truss shag be 2 Detalrig fabricating and placing of meinfacememt shag be in accordance with ACh316-99Marxsal of seared at bearing with one 'rafter tie' metal type anchor at each end G 2. Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design bads and to include this SP j utdrng Code Requirements for Structural Concrejg information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie' type anchor and a 0r O 3. AN reinforcing bars which Intercept perpendicular elements shag terminate in hooks, placed two (2) inches truss connector, 'Stepson' a approved equal, at the other end to be down the truss while permitting the clear from outer face of element. truss to move outward without deflecting the wag 3. Truss diagrams and truss layout plan show design intent any. Truss manufacturer shag verify al spans, 4. The contractor shag notify the building official at least forty-eight (48) hours prior to each concrete pour. --- -- _- ----- cimensiom heel heights, pitches, eta Fabricator must submit two sets of component shop drawings and truss layout No concrete shag be poured into footings containing standing water or mud. Footings shag be dewatered plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to D A prior to placement of concrete. No concrete shag be placed until all reinforcing has been installed by the Architect prior to fabrication,one for Architect's records and one to be retuned to contractor after review. '�� �► contractor and inspected by the bolting official or county approved licensed inspector. 4. Truss shop drawings indicating calculations,loading, load test data, horizontal thrust and any other information 5. Miwrnm protective cover for reinforcing steel shag be as follows: q y g, jurisdiction king place and �a G F j required shag be sealed b a professional Architect registered in the ' usdiction where construction ls taking a Footings: 3' be submitted to building officials prior to fabrication b. Beams and colmns: 2' a Slab: 3/4' (Wee 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. O 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 all recommendations specified in _Bracing Wood Trusses: Commentary and Recommendations BWT-76 published by the Q. Foundation: Truss Plate Institute. Inc. 1 Footing depths are shown an the architectural drawings. Footings shag bear a mhiiinuhm of T-T into original di miminimumsturbed sod minimum of 3'-0' b�abw finished grade. Where required step footings to ratio a. Top Chad Plane: Properly installed plywood sheathing with staggered joints and correct mortaring shall A'9 Q3821g adequately brace the top chord plan However, when gable end trusses are used continuous 2 x 4 braces stouid be of 2 horizontal to 1 vertical rFQF N � 2 Where conditions develop requiring changes in excavations, such changes steal be made as directed by the installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable end: rnidspan Architect. between roof center-line and wall on each side of center-line and at center line of roof. 3. All footing excavations shag be inspected by the building official a county approved inspector prior to the b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom lord of the truss. This brace shaAd cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nag this brace to all members it placing of any concrete. Same shag be given fcKty-eight (48) hers notice for this observation TFIS CERTIFIES THAT THESE PLANS WERE crosses. Install this bracing at al gable a end wag conditionst 14 foot and at rrkinxm intervals throughout the truss 4. Sal investigation and report: All earth work, compaction and supervisions shag be done accordvg to the crosses. UNDER MY DIRECTION AND recommendations of the soil investigation report prepared by a licensed geotecmnical Architect. Concrete slab system. SUPERVISION AND TO THE BEST OF MY and footing calculations are based on a 2000 p;rf value. If on-site test boring indicate lesser values, notify c. Bottom Chord Plane: Provide continuous 2 x 4 braces ontop of the bottom chord of all roof trusses. Three rows KNOWLEDGE, BELIEF AND PROFESSIONAL Architect,in writing, so that necessary structural modifications can be made. minimum are required located at the V4 points of the truss span Securely nag these braces to all members that it JUDGEMENT COMPLY WITH THE LATEST 5. Slab-on-grade shag be 4' thick reinforced with 6 x 6 W14 x 181.4 WWF and shag be placed on 6 mi crosses. PROVISIONS OF THE NEW YORK STATE vapor barrier on 4' crushed stone. S. Wood Floor Trusses: UNIFORM FIRE PREVENTION, BUEONG CODE � 6. Slab-on-grade at porches shag be 4' thick unless otherwise noted 1 Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All AND THE NEW YORK STATE ENERGY 7. install anchor straps as per mfg. recarmendaiions: 12' from comers and intervals as per plans. spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, bad CONSERVATION CONSTRUCTION CODE I Mnimm anchor straps ent for anchors shag the as specified by manufactures. test data and any other information required shag be sealed by a professional Architect registered in the jursdction M Beam pockets steal r famed into shall concreteswags to provide a continuous level flat sold bearing surface where construction is taking place. Truss manufacturer shag verify all spans, dimensions, bearing points spacing, etc. 8. erg beams. Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional D RAW I N G for Architect registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for GENERAL NOTES l 6 -WOOD Architect's records and one to be retuned to contractor after review. 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulin to prevent j A. Lumber Grade: American Softwood Lunber Standard exposure to the elements. Always store upright, especially if stacking. I Grading shag comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. DIVISION 7-THERMAL AND MOISTURE PROTECTIDN 1 All lumber shag be, unless otherwise noted, No, 2 grade. Douglas Fir-Larch with the following minimum structural values. Roofin a. Extreme fiber bending stress: 2 x & WIDER Flo1 875 PSI Fiberglass Shingles: THClTY(30) year self seeing shingles over 1 layer of 30* asphalt saturated felt underlayment i b. Horizontal Shear. Fv - 95 PSi unless otherwise noted Instal according to manufacturer's instructions. c. Compression perpendicular to grain: FcL -625 PSI 2 Cedar Shakes: *2 grade red-label cedar shakes (18' 1 x .457) over one layer 30* a.s.f. uiderfayment Instal with 4 PROJECT: d Compression parallel to grab Fc - 1300 P:3I 1/2' weather exposure. Apply an 1W wide strip of 30* a.s.f. over each curse of shakes, 9' from bottom edge of shake e. Modulus of elasticity. E - 1600,000 PSI extending over top of shake and onto sheathing. f. Moisture content: 19 % maximum. 3. Eave Flashing See note B-4, below. C a sta g n o l a B Fla 2. Other species may be used provided substituted species shag meet or exceed requirements noted above. 1 AD flashing, canter flashing, and coping when of metal shaft be of not less than no. 26 U.S. gauge corrosion-resistant Residence 3. Moisture content: All lumber 4' and deeper s°ial have moisture content not greater than 19%, air dried lumber is metal desired but not necessary. Lumber may be kiln cried however drying process must be slow and regulated to cause a 2 Flash all exterior openings and all budding comers with approved material to extend at least 4' behind wag covering minimum arrant of checking, comparable with air dried stock Cover all exposed plywood at building comers with waterproof building paper. 3655 Stillwater Avenue, 4. All exterior lumber and lmber in contact with masonry or concrete shal be pressure preservative treated in 3. Step flash at all roof to wag conditions. Flash and caulk wood beams and other projections through exterior walls or Cutchogue, NY 11935 accordance with AF&PA standards and starrmpecl 'Ground Contact 0.40 bs/cubic foot' roof surfaces 5. Grade stamps shag appear on all lrnber. 4. Eave flashing shag consist of two layers of 15* as.f. cemented together in addition to required nailing from the edge -- 6. Store all lumber above grade and protect from exposure to weather. of the save up the roof to overlay a point 24 inches inside the interior wag lane of the budding. B. Fitch Beams: C. Attic Ventilation DATE 117125 1 Fitch beams shall have a minimum fb - 15000,E-114 with VT bolts located not closer than 2' from the top and 1 Enclosed attic truss spaces and enclosed roof rafters shag have cross ventilation for separate space with screened bottom edge unless otherwise noted There shag be a bolt top and bottom 2' from each end(see typical (itch plate ventilating openings protected against the entrance of moisture and rain in accordance with, PROJECT NO. 251002-Castagnola bolt pattern detail). NYS and local codes and ordinances. See details on architectural C. Joist Hangers: plans for locations and details. DRAWN BY MS 1 Ai purkis, joists and beams not framed over supporting members shag be supported 2 Joist hangers shag be prime quality steel which conforms to ASTM-A525,min 22 gauge. Products acceptable DIVISION 8 -DOORS AND VMDOWS CHECK BY. MS shag be Simpson, Kant-Sag, or equivalent. A General Q. Bolts In Wood Framing 1 Windows in buildings located in wind-bane debris regions (120 mgh wind zone or with-in one mile of the ocean ban DWG NO. t AD bolts in wood framing shag be standard machine bolts with standard malleable iron washers or steel plate and sound) shag have glazed openings protected from wind-borne debris or the building shag be designed as a partially washers. enclosed building in accordance with the Building Code of New York State.Glazed opening protection for wind-bane 2 Steel plate washer sizes shag be as follows: debris shag meet the requirements of the Large Missile Test of ASTME 19% and of ASTME 1886 a. V2' and 5/8' Diann bolts -2-V4'sq. x 5/16' Exception: 0 b. 3/4' Dia. bolts-2-5/8' sq. x 5/16'. Wood structural panels with a ntinimun thickness of 7/16 inch (111 nm) and a maximum span of 8 feet (2438 mrmm) shag 3. Each bolt We in wood shag be drilled V16'larger than diameter of bolt. be permitted for opening protection in one- and two-stay buildings. Panels shag be precut to cover the glazed 4. For s81 anchors, see typical details on architectural drawings. openings with attachment hardware provided Attachments shag be provided in accordance with Table R3022A2 or SCALE $FIT. NO. shag be designed to resist the components and cladding bads determined in accordance with the provisions of the Residential Code of New Yak State. AS NOTED provided that is capable side-hinged and shall provide a clear width of not less than 32 inches (813 mmi) where measured R3122 Wndow fag potection. 3. One-eighth-inch(32 mm) coat of surface-bonding cement complying with ASTM C887 ISSUED FOR: R301-12 PROTECTION OF OPB�NGS. of oducing an average Illrmination of 6 footcandes(65 lux)over the area of the room at a t of between the face of the door and the st with the door open 90 degrees (157 rad). The clear t 4. An material ed for wat N110114 W4013K;ertificate(Mandatory). Windows h buildings located in wihdbome debris re(Oom shall have heigtm °P h Window fall protection shall be provided ih accordance with Sections R31221 Y Permit( arproofing ih Section R4062. glazed openings protected from 30 itches (762 mril above the floor level of the door opening shall be not less than 78 inches (1981 mmil in height measured from the top of the 5. Other approved methods or materials. A permanent cert'rficate shag be completed by the buikfer or other approved party and posted on a wall windborne debris or the building shall be designed as a partially enclosed building in accordance with 3. Use of suiroom and patio covers,as defned h Section R202 excess of 40 percent of the exterior threshold to the bottom of the stop.Other doors shall not be required to comply with these mrorirtxm In dwell units,whee the t of the sir of an operable window Exceptiorc Parghg of uit masonry wags iss not re ed where a material is roved for drect in the space where the furnace Is located,a utlity room or an approved location inside the budding ASCE 7. Glazed opening protection for whcbane debris shag meet the requirements of the Large nil oP operm) is bested less than 24 inches aaP DATE DESCRIPTION Missile Test of an approved impact resisting standard or ASTM E 1996 and ASTM E 1686 referenced sunroom wags are open,or are enclosed only by insect screening dimensions. Egress doors shall be readily operable from inside the dwe4ng without the use of a key or (610 mmil above the finished floor and greater than 72 inches (1829 rrrn)above the finished grade or application to the masonry. Concrete wall shag be dampproofed by apphying arty one of the listed Where located on an electrical panel• the certificate shall not cover or obstruct the viaibaty of the therein Garage door special knowledge or effort other surface below on the exterior of the burl campy with one of the oo materials or an erpr g clrc It drectory label, service disconnect label or other required labels. The certificate shal ndicate the ding, the operable window shall damper fig y ari of the wort oofn materials �ted in Section R4062 to the exteror predominant R-values of insulation installed in or on ceilngs,roofs, wags, foundation c R3o3.3 Bathrooms. f�h,�,� of the wall. arporertts such as 2/21/25 DOB SUBMISSION glazed opening protection for windbome debris shal meet the requirements of an approved Bathrooms,water closet compartments and other similar rooms shag be provided with aggregate glazing R31t3 Floors and landngs at exterior doors. 1 slabs,basement wags,crawl space wags and floors,and ducts outside conditioned spaces;U-factors of impact-resisthg standard or ANSI/DASMA 115. area h windows of not lessthan 3 square feet (0.3 m ), one-half of which must be enable. There shal be a landing or floor on each side of each exterior door. The width of each lancing shag be Operable windows with openings that will not allow a 4-inch-diameter (102 mm)sphere to pass fenestration and the solar heat an coefficient(SHGC)of fenestraton, and the results from an r oP througlm the opening where the operting is h its largest opened position SECTION R408 UNDER-F1.00R SPACE g � y squired not less than the door served Ev landn shag have a dimension of not less than 36 inches (914 duct system and building envelope ail leakage testing performed on the building. Where there Is more efY (1 2 Operable windows that are provided with window fag prevention devices that campy with ASTM F 4/1/25 DOB SUBMISSION Exception: Wood structural panels with a thickness of not less than 7/16 inch and a span of not more Exception: mrO measured'n the drection of travel The slope at exterior landings shag not exceed V4 unit vertical 2090 R408.1 Ventilation than one value for each component, the cert'rfloate shall Indicate the value covering the largest area than 8 feetshal be permitted for opening protection. Panels shall be precut and attached to the framing The glazed areas shall rat be required where artificial light and a local exhtaust system are provided in 12 unts horizontal(2 percent). Exception:Exterior balconies less than 60 square feet(5.6 m )and The under-floors ace between the bottom of the floor The certificate shag indicate the s and efficiencies of heath 3. Operable windows that are provided with window opening control devices that comply with Section P joists and the earth under any budding(except � 9.cookg and service water heating surroutting the opening containing the product with the glazed opening. Panels shag be predraed as The rninimi m local exhaust rates shag be determined n accordance with Section M1507.Exhaust ail only accessible from a door are permitted to have a lancing less than 36 inches (914 rim)measured In ace occupied by a basement ) shad have ventilation equipment Where a gas-fred unvented room heater,electric funace,or baseboard electric heater is required for the anchorage method and shag be seixred with the attachment hardware provided R31222 SP openings through foundation walls . exterior Installed in the residence,the cert�cate shag indicate' fred invented room heater,'electric furnace' Attachments shag be designed to resist the component and cladding bads detexmhed in accordance from � �� sihag be exhausted the direction of travel walls.The mirirrxm net area of ventilation openings shot be not less than 1 square foot (0.0929 m)to �- each 150 square feet(14 m ) of under-floor space area,unless the otund surface is covered b a or baseboard electric heater,'as appropriate. An efficiency shaft not be indicated for gas-fred unvented directly to the outdoors. R31222 Window opening control devices. gr Y with anther Table R3012(2)or ASCE 7,with the permanent corrosion-resistant attactxnent hardware R3113.1 Floor elevations at the required egress doors. Class 1 vo or retarder material Where a Class 1 vs. or retarder material is used, the minimrn net area room heaters,electric furnaces and electric baseboard heaters. Window opening conrol devices shall campy with ASTM F 2090. The window opening control device, p P provided and anchors permanently installed on the budding.Attachment in accordance with Table R303.4 Mechanical ventilatim Landings or fnished floors at the required egress door shall be rat more than 1 V2 inches (38 mm) after operation to reease the control device orb of ventilation wing the window to fully open, steal not reduce the net openings shall be not less than 1 square foot (0.0929 m ) for each 1500 square feet(140 R3012.12 is permitted for buildings with a mean roof height of 45 feet or less where the ultimate design Where the ail infiltration rate of a dwell unit is 5 air cha es er tau or less where tested with a lower than the top of the threshold m ) of under-floors ace area. One such ventilat N1103.1(R403.0 Controls Mandatory). i wind speed V,is 180 mphor less P clear opening area ol the window bill to less than the area required by Sectlon R31021 P nil opening shell be within 3 feet (914 mril of each At least one thnerrriostat shall be ovided for each arate heat' bower coo at a pressure of 02 Exceptlorc The landing or floor on the exterior side sinafl be not mare than 7 3/4 inches (196 mmil below caner of the butdn¢ P< sebp nil and cooing system. inch w.c (50 Pa) in accordance with Section NM2-4.127991685), the dweling unit shag be provided with the top of the threshold provided the door does not swing over the lancing or floor. Where exterior R3132 One-and two-family dwellings automatic fre sprinkler system One-and two family dwellings TABLE R3012.t2 WINDBORNI= DEBRIS PROTECTiOtJ FASTENgJG SCFEDULE FOR WOOD STRUCTURAL whole-house mechanical ventilation h accordance with Section Ms507.3 landings or floors servig the required egress door are not at grade, they shag be provided with R4082 for under-floor ventlation The th mostat congrammable rimary tat. PANELSa,b, 0. d ving a tteigttt of there stories above grade shag be equipped tttrougtaut with an automatic sprinkler � The thermostat contr the access to grade by means of a ramp in accordance with Section R31t8 or a stairway h accordance s stem The miners m net area of ventilation openings shall be not less than 1 square foot (0.0929 m ) for each 8 Pr�rY��g or cooling system of the dweang unit shall at capable of R303.5 Openig location. with Section R31t7. R3132.1 Design and installation Automatic residential fire sprinkler systems shall bedesoried and installed 150 square feet (14 m)of under floor area.One ventilation opemp shag be within 3 feet (915 mm) of CO^tro artd 0 system art a daily schedule to maintain different temperature set FASTENER TYPE FASTENER SPAGJG Cinches) Outdoor intake and exhaust openings shall be located In accordance with Sections R303.5.1 and in accordance with fection P2904 or NFPA 13D. each corner of the budding. Ventilation openigs shag be covered for their height and width with any of Points at different tines of the day. This thermostat shall include the capability to set back or -- Panel span(less than 4 feetX4 feet to 6 feetX6 feet to 8 feet) R303.52 R31t32 Floor elevations for other exterior doors. R314.1 General the following materials provided that the least dimension of tine covering steal rat exceed / inch(6.4 emporariy operate the system to maintain zone temperatures of not less than 55 F (13 C) to rat No. 8 Screws 16' 10' 8' R303.5.1 intake enings. Doors other than the requaed egress door shall be rovided with landings or floors not more than 7 3/4 �: greater than 85 F(29 C). The thermostat shag be programmed initially by the manufacturer with a No. 10 Screws 16' IT 9' P Smoke alamms steal com,py with NFPA 72 and Section R314 heating temperature setpoint of not eater than 70 F(21 C)and a eooin t Mechanical and gravity outdoor arc intake openings steal be located not less than 10 fast(3048 mN inches (196 mmm) below the top of the threshold 1 Perforated sheet metal plates rat less than 0.070 inch(18 rim) truck 9r g emperatue setpoitt of rat from any hazardous or noxious contaminant,such as vents,chimneys, pl robing vents,streets• slays, Exception: A top landing is not required where a stairway of not more than two risers is located on the R314.11 Listings. 2. Expanded sheet metal plates not less than 0.047 inch(12 mm) thick less than 78 F C26 C). a This table is based on 180 mph ultimate design wind speeds• V ,and a 33-foot mean roof height . Pa�'hg lots and loading docks.For the purpose of thus section, the exhaust from dwelling unit tolet exterior side of the door,provided that the door does not swing over the stairway. Smoke alarms shall to listed in accordance with UL 217. Combination smoke and 3. Cast-ion lira or grading b. Fasteners shall be installed at opposing ends of the wood structural panel.Fasteners shall be located rooms,bathrooms and kitchens shall not be considered as hazardous or noxious. 4. Extruded load-bearing brick vents. N1103.12 (R403.12)Heat Pump Supplementary Heat(Mandatory). not less than 1 inch from the edge of the panel. Ex R31133 Storm and screen doors carbon moraxide alarms sihai be listed In accordance with UL 217 and UL 2034. 5_Hardware cloth of 0.035 inch(0119 mrn) wire or heavier. Heat pumps hang supplementary electrb-resistance heat shal have controls that,except Bring c. Anchors shal penetrate through the exterior wall covering with an embedment length of not less than defrost, 1 The 10-foot (3048 rtrN separation is not required where the intake operurg is located 3 feet (914 Storm and screen doors steal be pemutted to swine over exterior stars and landings R3142 Where required 6. Corrosion-resistant wile mesh, with the least dimension being/inch(32 rim) tuck prevent supplemental heat operation when the heat pump compressor can meet the heating 2 inches into the building frame. Fasteners shag be located not less than 2 /inches from the edge of bad mN or greater below the contaminant source. Smoke alarms steal be provided ih accordance with thus section. Exception: The total area of ventilation openings shag be permitted to be reduced to / of the cocrete block or concrete. a Vents and chimneys serving fuel-burning appliances shall be terminated it accordance with the R3117 Stairways. under-floor area where the ground surface is covered with an approved Class I vapor retarder material d Panels attached to masonry or masonry/stucco shall be attached using vloratbwesistant anchors appicable ovisions of Cha ters 18 and 24. R31t7.1 Width. and the r ed e ' N1103.3.3 (R403.3.3Xhuct testing(Mandatory). Pr P R31421 New construction. equir oP nngs are placed to provide cross ventilation of the space. The installation of having an ultimate withdrawal capacity of riot less ithan 1,500 pounds 3.Clothes dryer exhaust ducts shall be terminated h accordance with Section M150e3. Stairways shag be not less than 36 inches (914 min) h dear width at all points above the pemnitted Smoke alarms shall to provided h dwelling outs. operable lowers shad not be prohibited Ducts shag be pressure tested to determne air leakage by ore of the following methods: R303.52 Exhaust openings. handral height and below the required headroom height Handrals shall not project more than 4 V2 REVISIONS Exhauust ail shal rot be directed onto wakwaysie R303.6 Outside opening protection. At exhaust and hdnes(114 mril on either side of the starway and the clear width of the stairway at and below the R31422 Alterations•repairs and additions. R408.4 Access (Rough-im test Total leakage shall be measured with a pressure drfferential of 0.1 inch w.g (25 Pa) R302.9 Flame spread index and sm oke-developed index for wall and calling finishes. intake that ter inate outdoors shall be otected with corrosion•fesistant screens,lowers or handral height•including treads and landings,shal be rot less than 31 V2 Inches (T87 mril where a Access shag be provided to al under-floor spaces.Access openings through the floor shal be a across the system, iicludi g the manufacturer's air handier enclosure if installed at the fine of the test. Flame spread and smoke developed Indexes for wag and ceiling finishes shag be h accordance with °P s Where alterations repairs o additions requiring a permit occur,or where one o more sleeping rooms are Registers shag be taped or otherwise sealed during the test NO. DATE DESCRIPTION Sections R3029.1 grass(having an opening size of not less than /inch(6 mail and a maxirim opening size of /ich(13 handrail is i.staged on ore side and 2T iicles (698 mnN where handrails are provided on both sides added or created in existing dwerngs ,the individual dwelling uit shall be equipped with smoke alarms less tha of 1I inches by 24 inches (457 min by 0 mm). Openings through a perimeter wall steal ce rot mm), in any dimension Openings shal be protected against local weather conditions. Outdoor air exhaust Excepborr The width of spiral stairways shag be h accordance with Section R3117.10.1 located as required for new dwelings . less than 16 inches by 24 inches(40T mm by 610 mail. Where any portion of the ttxough-wall access is and intake openings shall meet the provisions for exterior wall opening protectives in accordance with Exceptions below grade• an areaway not less than 16 uncles by 24 inches(407 mm by 610 min)shall be provided. 2Postcanstruction test Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 R30e9.1 Flame spread index. this code. R31t72 Headroom olving the exterior surfaces of dw , such as the r The bottom of the areaway shag be below the threshold of the access opening. Through wall access Pal across the entire system icluding the manufacturer's ail handler enclosure.Registers shag be taped - - - t Wok iry slings eplacement of roofing or siding, the dung the test. Wall and ceang fishes shall have a flame spread index of not greater than 200. or otherwise sealed Exception:Flame spread index requirements for firi<.ltes steal not apply to trim defined as picture molds, R303.7 interior stairway akminatlon interior stairways steal be provided with an artificial fight sauce to The headroom in stairways steal be not less than 6 feet 8 inches (2032 mail measured vertically from addition or replacement of windows or dons, or the addition of a posh or deck, are exempt from the openings steal rat be heated under a door to the residence. See Section M1305.14 for access auxnlnate the landngs and treads.The light soiree shall be capable of Furninating treads and landings the sloped line adjoinng the tread nosing or from the floor surface of the lancing or platform on that requirements of this section requirernents where mechanical equipment is located under floors. chair rags, baseboards and handrails;to doors and windows or their frames;or to materials that are less to levels of not less than 1 foot-candle (11 lux)as measured at the center of treads and landings. portion of the stairwa . Exceptions: than / inch(0.91 mmil In thickness cemented to the surface of wags or celigs if these materials exhibit Y 2 hstasecti alteration or repairs of plmbIng or meclnanhcai systems are exempt from the regtirements There steal be a wall switch at each floc level to control the fight sauce where the stairway has six Exceptions: of ttis 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. t Where the noshgs of treads at the side of a fight extend under the edge of a floor opening through The under-floor grade shag be cleaned of al vegetation and or 1A duct ail-leakage test shal not be requred where the ducts and ail handers are located entirely no ccombustible backing genic material AI wood forms used for within the building thermal enve e. I Exception A switch is not required where remote•central or automatic control of fighting is provided which the alai passes the floor opening shag be slowed to project horizontally into the required R314.3 Location placing concrete shaft be removed before a building Is occupied or used for any pupose.All headroom riot more than 4 3/4 inches (121 mm). Smoke alarms shall to installed h the following locations: construction materials shall be removed before a b ulding is occupied or used for any purpose. R302.9.2 Smoke-developed index 2A duct air-leakage test shall not be required for ducts serving heat or energy recovery ventilators R303.8 Exterior stairway atrminatio. 2 The headroom for spiral stairways steal be im accordance with Section R3tt7.m.1 t h each sleeping rcom R408.6 Frisked grade. Wag and ceiling finishes shag have a smoke-developed Index of not greater than 450. that are rot integrated with ducts serving heating or cooEg systems. Exterior stairways shag be provided with an artificial fight source located at the top landing of the Z Outside each separate sleeping area h the imediate vicinity of the bedrooms. The frushned grade of uder-floc surface shall be permitted to be located at the bottom of the R30210 Flame stairway.Exterior stairways providing access to a basement from the outdoor grade level shall be R3117.3 Veftal rise. 3.On each additional story of the dweing,ickudng basements and habitable attics and rot incl udin footings;however, where there is evide ce that the grondwater table can rise to within 6 inches(152 spread Index and smoke-developed index for insulation g A written report of the results of the test shag be signed by the party concluctng the test and provided with an artificial fight sauce located at the bottom landing of tine stairway A fight of stairs steal not have a vertical rise larger than 14T inches (3734 mail between floor levels or crawl spaces and uninhabitable attics .h dwellings o dwelling units with spit levels and without an mail of the frished floor at the building perimeter or where there is evidence that the surface water Flame spread and smoke-developed index for instdatan shall be In accordance with Sections R30210.1 landings. does not read drab from the bur provided to the building official through R30e10b intervening door between the adjacent levels, a smoke alarm installed on the upper level shag suffice for Y ildrn site, the grade in the under-floor space shall be as high as the R304.1 Vff*mm area. the adjacent lower level provided that the lower level is less than one full story below the upper level outside frisied grade, unless an approved drainage system is provided N1103.5.1(R403.5.Uhieated water c rcxulation and t Habitable rooms shag have a floor area of rot less than 70 square feet (6.5 m ). R3117.4 Wakine. 4. Smoke alarms shag be installed not lass than 3 feet (914 rtxril horizontally from the door or opening empercew maintenance systems(Mandatory). R302.10.1 hstllation Exceptiorc Kitchens. The wakline across winder treads shag be concentric to the curved direction of travel throw the turn R408.7 Flood resistance. Heated water citxiation systems steal be h accordance with Section N1103.5.11 Heat trace temperahre of a bathroom that contains a bathttb or shower unless this would prevent placement of a smoke Insulation materials, including facigs, such as vapor retarders and vapor-permeable membranes installed and located 12 hclhes(305 mm) from the side where the winders are narrower. The 12-rtch(305 mm) For buildings located in flood hazard areas as established in Table R30120) maintenance systems shag be h accordance with Section N1103.5.1e Automatic controls temperature __ within floor-ceang assembles,roof-ceiling asserribles, wag assemblies, crawl spaces and attics shot have alarm required by Section R314.3 sensors and pumps shag be accessible. Manual controls shag be ready accessible. i a flame spread index not to exceed 25 with an accompanying smoke-developed index not to exceed R3042 Mrwntm dimensions. c�nensron steal be measured from the widest point of the dear stair width at the waking surface of the Habitable roans shag be not less than 7 feet (2134 mrN in any horizontal dimension. winder. tf winders are adjacent within the flight, the point of the widest dear stair width of the adjacent R314.4 htercon nectiort 1 Wags enclosing the under-floor space shag be provided with food openings h accordance with 450 where tested'n accordance with ASTM723. N1103.5.11(R403.SAX11 c latior systems. Exceptiorc Kitchens. winders steal be used Where more than ono smoke alarm is r Section R32222 equiemd to be installed within an individual dwelling unit in 2. The finished ound level of the under-floor s ace steal be Heated water ciraiation s tams steal be rovided with a circiation pip Exceptions: YS P pure. The system return a steal accordance with Section R314.3, the alarm devices shag be interconnected 'n such a manner that the (Jr p equal to or higher than the outside supply pipe. Gravity and thermosyphon circ lation systems t Where such materials are i.staled in concealed spaces, the flame spread index and smoke-developed be a dedicated return Pee o a cold water R304.3 Height effect on room area R31t7.5 Stair treads and risers. actuation of one alarm W1 activate al of the alarms in the individual dwelling unit .Physical finished grand level on at least one side. index imitations do not apply to the facings,provided that the faclng is installed in substantial contact Portions of a room with a slopig cea meas less than 5 fee (1524 ruin)or a furred ceing Stair treads and risers shall meet the r ements of this section. For the u ses of Nis section Exception:Underfloor spaces that meet the requrements of FEMA shag be prohibited Controls for circulating hot water system pumps shag start the pump based on the with the unexposed surface of the ceang, floor or wag fnish 0 hag P per alarms ou d of smoke alarms small not be r ed where fisted wireless alarms are instated and el --- measuring less than 7 fast C2134 mm) from ttma finished floor to the fniished ceiling shag mat be drtextsbns and dimensioned surfaces steal be exclusive of carpets,rugs or rimers. � identification of a demnand for hot water within the occxupancy. Thee controls shall automatically tun off alarms 30tr1fd upon rad;INatmon of one alarm. 2. Celllose fiber loose-fill insulation, that is not spray applied,complying with the requirements of Section considered as contributing to the minimirn re ed habitable area for that room R302.11 Freblock' the pump when the water h the emulation loop is at the desired temperature and when there is no Exception interconnection of smoke alarms in existing areas shag not be required where alterations or R30210.3,shag not be required to meet the smoke-developed index of not more than 450 and shall be demand for hot water. required to meet asmoke-developed index of rat more than 450 where tested h accordance with R3tt7.5.1 Risers. repairs do rat result h removal of interior wall or c h combustbls construction, fire-blocking st>eg be provided to cut off both vertical and horizontal ailing finisfes exposing the struciue,(ruses there Is R305.1 Minimum height. The riser height shall be not more than 8 V4 inches (209 rim). The risershal be measured vertically an attic, crawl space or basement available that could provide access for interconnection without the concealed draft openings anal to form an effective fire barrier between stories• and between a top CAN/ULC S1022 NM3.5.12 (R403.5.t2Meat trace systems. Habitable space,hallways and portions of basements contacting these spaces shag have a celrn between leading edges of the adjacent treads. The greatest riserheight within any fight of staffs steal removal of interior finishes. R314.5 Combination alarms. stay and the roof space. 3. Foam plastic insulation shall comply with Section R316 height of rat less than 7 feet (2134 mi n).Bathrooms, toilet rooms and le rooms shall have a ceiling not exceed the smallest by more than 3/8 inch(9.5 mm).R'rsers shall be vertical or from the Fireblockin shall be Electric heat trace systems shag comply with EE E 515.1 or UL 515. Controls for such systems shal �Y Sloped Combination smoke and carbon monoxide alarms steal be permitted to be bused it lieu of smoke alarms. 9 provided Inwood-framed construction h the fobwing locations: automatically adjust the energy input to the heat tracing to maintain thine desired water t slurs h height of rat less than 6 feet 8 fiches(2032 mil n). u darside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rang from the t h concealed spaces of stud wags and partitions,ring furred spaces and parallel rows of studs or empen R302.102 Loose-fa insulation Op p pr openings located mare than 30 inches(762 mmil, as staggered studs, as follows: the piping in accordance with the tines when heated water is used in the occupancy. Loose-f� insulation materials thnat carrot be mounted in the ASTM E 84 o UL 723 apparatus withauut a Exceptions: vertical en risers are omitted ovided thatthe R314.6 Power sourco t For rooms with sloped ceilngs, thine required floor area of the room shall have a ceding height of rot measured vertically, to the floor orgrade below do not permit the passage of a 4-inch-dameter(102 Smoke alarms shag receive their mar tl Vertically at the calling and floor levels. screen or artificial supports shag comply with the flame spread and smoke-developed Writs of Section pr y power from the budding wiring where such wring is served from NM3.6(R403.6MAedianical ventilation(Mandatory). less than 5 feet(1524 mrW and not less than 50 percent of the required floor area shall have a ceilng mrmil sphere. a commercial source and where wer is inte ted,shall receive ower from a batt Wrin 12 Horizontally at intervals not exceeding 10 feet (3048 mn). f . R30210.1 where tested'n accordance with CAN/UL.0 S1022 � 'per �P P g The budding shag be provided with ventilation that compies with the requirements of Section M'1505 or � f j height of rat less than 7 feet(2134 min). Exceptlons steal be permnanent and without a dscamectirg switch other than those required for overcurrent 2 At interconnections between concealed vertical and horizontal spaces such as ocar at soffds,drop I c•7 C- EL Exception Cellulosic fiber boss-fa insulation chat mat be required to be tested In accordance with CAN/ a The ceang height above bathroom and toilet room fixtures shag be such that the fixture is capable 1 The opening between adjacent treads is not limited on spiral tairways. protectior. ceilings and cove ceilngs. with other approved means of ventiatiort Outdoor ail intakes and exhausts shot have automatic or I U ULC S1022,provided such insulation compies with the requirements of Sections R30210.1 and R30210.3 of being tsetd for its intended purpose. A shower or tub ys gravity dampers that close when the ventilation system is rot operatog a 0 equipped with a showerhead shag have a e The riser height of spiral stairwa shall be h accordance with Section R311.7.10.1 Exceptions: 3. h concealed spaces between staff stringers at the top and bottom of the nun Enclosed spaces 1. I- cauing height of not less than 6 feet 8 I ctes (2032 mtm) above an area of not less than 30 Inc hes t Smoke alarms shal be permitted to be battery operated where installed h buildings without comxmercial under stairs shag comply with Section R3027. N 0 I R302.10.3 Cellulosic fiber hose-f�Insulation Ni104.1(R404.DLighting equipment(Mandatory). .v _, CT62 mN by 30 inches(762 mrmil at the showerhead R3117.52 Treads. 4. At openings around vents pees ducts,cables and wires at calf and floc level, with an a roved Cebkiosic fiber hose-fir insulation steal campy with I�SC 16 CFFt Parts 1209 and 1404.Each package 3. Beams, ders,ducts or other obstructions In basements contsiirg habitable space steal be The tread power. PP Not less than 90 percent of the permanently i.staged fghting factures steal contain only high-efficacy gin depth shall be not less than 9 fiches (229 mm l The tread depth shall be measured 2 Smoke alarms installed'n accordance with Section R31422 material to resist the free passage of flame and products of combustiat The material firing this annular of such insulating material shag be clearly labeled'n accordance with CPSC 16 CFR,Parts 1209 and permitted to project to within 6 feet 4 inches(1931 mm)of the frushed floor. horizo ntaly between the vertical planes of the foremost projection ofadjacent treads and at a right space shall not be r lamps. -� ; 4 1 ku squired to meet the ASTM E 136 requirements -. M 1404. R305.11 Basements. angle to the treads leading edge.The greatest tread depth wittunany fight of stairs shall not exceed SECTION R315 5. For the frablocking of chimeys and fireplaces• see Section R1003.19. E y� Q Potions of basements that do not contain htafoitable space or hallways steal have a ceiling height of not the smallest by more than 3/8 inch(9.5 mNd CARBON AA0N0�AIMS 6.Freblockhng of cortices of a two-farruly dwelling is required at the Ire of dwelling unit separata t C'' R302.10.4 Exposed attic insulation � , � <>~ less than 6 feet 8 inches (2032 mN. R315.1 General C Exposed squ are materials installed on attic floors steal hhave a critical radiant flux not less than 0.12 Ex tiorc At beams• girders, ducts or other obstructions,the ceiling height shag be not less than 6 feet R31t7.521 Winder treads. R302111 Frebbcking mmaterials. U c rip Carbon monoxide alarms steel comply with Becton R315 watt per square centimeter. 4 inches(1931 mm0 from the finished floor Wnder treads shal have a tread depth of not less than 10 Inches(254 mm)measured between the Except as provided h Section R30est Item 4, fireblocking shag consist of the folowng materials.. '^' ' `_' vertical anes of the foremost pro ction of adjacent treads at the intersections with the wakfne. t Two-inch(51 mm)nominal lumber. 10 O z'' R302.10.5 Testing. � � R315.11 Listnggs. � �f,., 'y� Y- _> SECTION R309 GARAGES AND CARPORTS Winder treads shall have a tread depth of not less than 6 fiches (152 mm)at any point within the clear Carbon monoxide alams shag be listed in accordance with UL 2034.Combination 2. Two thicknesses of 1-inch(25.4 min)nominal dumber with broken lap joints. _" u') Tests for critical radiant flux shag be made in accordance with ASTM E 970. , WJ R30211 Freblodcing R30e5 Dweting-garage openig and penetration protection width of the stair. Within any fight of stairs, the largest winder tread depth at the wakfne shal not carbon monoxide and smoke alarms shag be fisted'n accordance with U.2034 and R3152 Where 3. Orne thickness of 23/32 -inch (18.3 mN wood structural panels with joints backed by23/32-inch h combustible canstnuctiom fie-blocking shag be provided to cut off both vertical and horizontal Openigs and penetrations through the wags or cefings separati g the dweRng from the garage shag be exceed the smallest winder tread by more than 3/8 I ch(9.5 min). Cotsistenty shaped winders at the requiredi (18.3 mmil wood structural panels. '- 3 � � Q in accordance with Sections R302.5.1 through R3025.3 wakfne shot be slowed within the same fight of stairs as rectangular trends and do rot have to be Carbon monoxide alarms shag be provided in acco►datca with Sections R315.21 and R31522 4.One thickness of 3/4 -inch(19.1 rrirmil particleboard with joints backed by 3/4 inch (19.1 mN y concealed draft openings and to form an effective fre barrier between stories,and between a top within 3/8 inch (9.5 mire) of the rectangular tread depth particle-board �_-.,,.,.. - 1 f! -- story and the roof space. Freblocking shall be provided it wood-framed constructor in the following R302.5.1 Opening protection. Exceptiorc The tread depth at spiral stairways shall be h accordance with Section R311T10.1 R3152-1 New construction 5.One-half-inch (12.7 mmil gypsmn board m locations: Openigs from a private garage directly Into a room used for sleepig purposes shall not be permitted For new construction,carbon monoxide alarm shag be provided h dweling units where either or both of 6. One-quarter-inch(6.4 mm)cement-based milboard i U r; N 1 h concealed spaces of stud walls and partitions,including furred spaces and parallel rows of studs or o Other openings between the garage and residence shag be equipped with said wood dons not less R31t7.5.3 Nosings. the following conditions exist 7. Batts or blankets of mineral word or glass fiber or other approved materials instated in such a C? o, staggered studs,as fobws than 1 3/8 Inc es (35 mil in thickness•solid or Fbneycomb-core steel doors not less than 1 3/8 The radius of crvature at the nos' shall be not eater than 9/16 inch(14 mN. A no ' ro' lion mamer as to be securely retained h place. "'r > � N nil gin Sirg P l� t The dwelling aril contains afuel-fred appliance. tl Verticaly at the ceTng and floor levels. inches(35 mm) thick, or 20-minute fre-rated doors• equipped with a self-closin device. not less than 3/4 ich (19 mtN and rot more than 1 1/4 inches (32 mmil shag be ovided on stairwa 8. Celulose insulation installed as tested in accordance with ASTM E M or U. 263. for the specific c1 i 1- Horizontaly at intervals not exceeding 10 feet M48 mn). g Pr y YS 2 The dwelling bit tns an attached garage wRh an opening that comrrxaicates with the dwuslkmg writ. appicatort ; �{ F- with sorid risers The greatest nosing projection shaft not exceed the smallest nosing projection b more 2 At interconnections between concealed vertical rued horizontal spaces such as occur at soffds drop R30252 Duct penetration than 3//inch(9.5 mN between two stories, including the rasing at the laved of floors and landings R31522 Alterations, repairs and additions. ";. - - 3. In c and cove casings Ducts in the garage and ducts penetrating the walls or c�ngs separating the dwe>[ing from the garage Beveing of nosras shall rat exceed V2 ich(127 mitt. SECTION R807 ATTIC ACCESS 3. h concealed spaces between star stringers at the top and bottom of the run Enclosed spaces Where aflerafiux.s,rurpairs or addtioins regiiing a permit occr, a where one or more sleeping rooms 4) c> under stairs steal campy with Section R30e7 shag be constructed of aminimim No. 26 gage(0.48 mail sheet steed or other approved material and Exception:A nosing projection is not required where the tread depth is not less than 11 Inches C279 are added or created 'n existing dwellings , the individual dwelkg a it shall be equipped with carbon R807.1 Attic access. -.- kip c shag not have openings into the garage mail. mooxide alarms located as required for new dwellings . Buildings with combustible caing or roof construction shall have an attic access opening to aft areas � � � a- 4. At openings around vents,pipes,ducts, cables and wires at ceiling and floor level, with an approved that have a vertical he' t of 30 inches 062 mrN or greater over an area of not less than 30 s r 0 material to resist the free passage of flame and products of com b ustim The materiel firing this annular 2 Where handrail fittings or bindings are used to provide continuous transition between fights Exceptions: igh qua a C>+ el- 0 R3025.3 Other penetrations. transitions at winder treads,the transfion from hhandrail to guard ,or used at the start of a fight, the 1 Work involving the exterior surfaces of dwellings,such as the replacement of roofig or siring, or the feet (2-8 m).The vertical height shag be measured from the top of the clong framing members to the space shag not be required to meet the ASTMS Ise requirements. Penetrations through the separation required in Section R302.6 shag be protected as required by Section hanctal height at the fittigs or bencligs shag be permitted to exceed 38 inches (956 mm). addition or replacement of windows or doors, or the addition of a porch or deck, is exempt from the uxxlerside of the roof framing merrmbers. The rough-framed opening shag be not less than 22 inches by ------- __ - 5.For the freblockirn of chimneys and fireplaces, see Section R1003.19 R30e11 6.Fnsbiocking of corrices of a two-family dwe6ng is required at the lime of dveing uit separation requirements of this section. 30 inches (559 rim by 762 m rT0 and shall be located in a hallway or other readily accessible location R31t7.82 Continuity. 2 installation,alteration or repairs of plmbing or mechanical s stems are ex Where located in a wall,the opening shag be not less than 22 inches wide by 30 inches high(559 mm R302-6 Dwelkg-garage fire separation Handrals for stairwa s shag be continuous for the full Y empt from the requirements y length of the fight,from a point directly above of thmis section wide by 762 min Nghil. Where the access is located in a celrg, mmhirxm urtobstructed headroom h the �/� R302.111 Frebbckhg materials. The garage shag be se arated as required by Table R30e6 Openings h garage warts shall c �' Except as provided in Section R30211 ltem 4,freblocking steal consist of the folowng materials. P cmPN with tine top riser of the flight to a point drecty above the lowest riser of the fight. Handrail ends shag be attic space shall be 30 inches(762 mril at sons point above the access measured vertlosly from the `G�� �.�, y�A 1 Two-inch(51 mm)nominal limber. Section R30e5. Attachment of gypsum board shall amply with Table R7023.5. The wall separation returned or shall terminate in newel posts or safety terminals. Handrals adjacent to a wall shall have a R315.3 Location bottom of call g framig members. See Section M'1305.1.3 2 Two thicknesses of 1 tench (25.4 mxn)nominal lumber with broken lap joints provisions of Table R3026 steal rat appy to garage walls that are perpendidxiar to the adjacent space of rot less than 1 V2 inches (38 mm) between the wall and the handrails Carbon mooxide slams In dwelkg units sinal be installed outside of each separate sleeping area In the ��a GQ��� 3. One thickness of 23/32 -inch 48.3 mm) wood m:ructwit panels with joints backed by 23/32 -Inch d'"`�unit wag Exceptions: immediate vicinity of the bedrooms. Where a fuel-burning appliance is located within a bedroom or its 1 Handrails shag be permmitted to be intempted by a newel post at the turn. attached bathroom, a carbon monoxide alarm shag be i nstaled within the bedroom R905.t2 Ice bamers. (18.3 mm)wood structural panels. 0 4. One thickness of 3/4 -inch (19.1 mmil particleboard with joints backed by 3/4 -inch(19.1 mN SECTION R310 EMERGENCY ESCAPE APD RESCUE OPENNGS 2 The use of a volute, turnout starting easing or startig newel steal be allowed over the lowest tread h areas where there has been a history of ice fomthg along the eaves causing a backup of water as particle board R310.1 Emergency sacs a and rescue opening required. Basements,habitable attics and ev s R315.4 Combination alarms. designated n Table R3Ot2(b•an ice barrier shag be installed for asphalt sh i files, metal roof shingles 5. One-half-irate(127 mm) gypsum board P efY Ping R31W.8.3 Grip-size. Combination carbon nonoxide and smoke alarms shall be per mtted to be used in lieu of carbon mineral surfaced rol roofing,slate and slate-type shingles, wood shingles and wood shakes. The ice 5. One-quarter•inch(6.4 mN cemhent-based mtgboard room shall have riot less than one operable emergency escape and rescue opening Where basements Required handrails shall be of one of the following types or provide equivalent graspabiity. monoxide alarms. barrier shall consist of not fewer than two layers of undedayment cemented together,or a self-adherig A_ contain one or more sleeping rooms, an emergency escape and rescue opening shag be required h 1.Type L Handrals with a circular cross section shag have an outside diameter of not less than 1 V4 polymer-modified b'iturnen sheet shal be uused h place of normal unxderlayment and extend from the .$ 0362715 �Q' 7.Batts or blankets of mineral wool o glass fiber or other approved materials installed in such a �' each sleeping room Emergency escape and rescuue openings shag open directly into a pubic way, or to aches (32 mni)and not greater than 2 inches (51 rmil. If the handral is not circular,it shag have a R315.5 Power sores lowest edges of ad roof surfaces to a point rat less than 24 inches (610 mrmil inside the exterior wag i �` `� manner as to be securely retained'n place. a yard or court that opens to a pubic way.Exception:Storm shatters and basements used o ly to perimeter dimension of not less than 4 iches (102 mN and rot greater than 6 V4 fiches (160 mm) fine of the buildn On roofs with sir a equal to or greater than 8 units vertical in 12 units horizontal,the, �F IVE`N Carbon monoxide slams steal receive their primary power from tine budding wiling where such wcih is (1 oP 8. Cellulose Insulation installed as tested ih accordance with E 119 or LL 263, for the specific application hose mechanical equipment not 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 mmil. Edges shal have a radius of served from a commercial source and where primary power is interrupted, shag receive power from a ice barrier shall also be applied not less than 36 inches (914 mril measured along the roof slope tram R302.111.1 Batts or blankets of mineral or glass fiber.Batts or blankets of mineral or glass fiber or other rot less than 0.01 inch(025 mml battery. Wring shall he permanent and without a disconnecting switch other than those required for the save edge of the building approved narigd materials shag be permitted for compliance with the 10-foot (3048 mm)horizontal R310.11 Operational constraints and ope ing control devices Emergency escape and rescue openings 2 Type 1. Handrals with a perimeter greater than 6 V4 inches (160 mm)shal have a graspable fi ger overcurrent protectiot Exception:Detached accessory structures not contaiing conditioned floor area - - --- frabbced in wads constructed using parallel rows of studs or staggered studs. shag be operational from the inside of the room without the use of keys• tools or special knowledge. recess area on both sides of the profile.The finger recess shag begin within a distance of 3/4 inch(19 Exceptior>s: THIS CERTFlES THAT THESE PLANS WERE Window opening control devices complying with ASTM F 2090 shag be permitted for use on windows mm)measured verticaty tram the tallest portion of the profle and achieve a depth of not less than 1 Carbon monoxide alarms shag be permitted to be battery operated where installed in buddings without R90524.1 Wind resistance of asphalt shiWes. PREPARED UNDER MY DIRECTION AND serving as a required emergency escape and rescue opening. 5/16 inch(8 mirN within 7/8 Inch C22 min)below the widest portion of the profle.This required depth commercial power. Asphalt shingles shall be tested it accordance with ASTM D 7158. Asphalt shingles shag meet the R30ett12 Unlaced fiberglass. shall continue for not less than 3/8 inch(10 mrW to a level that is riot less than 1 3/4 i ches (45 mm) a Carbon monoxide alarms installed'n accordance with Section A31522 classification requrements of Table R90524.1 for the appropriate ultimate design wind speed Asphalt SUPERVISION AND TO THE BEST OF MY Unlaced fiberglass batt insulation used as fireblocking shag fill the entire cross section of the wait cavity R3102 Emergency escape and rescue openings. below the talest potion of the profle. The width of the handrail above the recess shag be not less shingle packagig shall bear a label to indicate compliarce with ASTM D 7158 and the required KNOWLEDGE, BELIEF AND PROFESSIONAL to a height of not less than 16 inches (406 mmm) measured verticaly. Where piping, conduit or similar ixrmergency escape and rescue openings shag have mi nirim dimensions as speciffiied in this sector than 1 V4 Incomes(32 mmm)and not more than 2 3/4 Inches (TO mmil.Edges shag have a radius of not classification In Table R90524.1 the scope of ASTM D 7158 shall be tested and labeled to indicate JUDGEMENT COMPLY WITH THE LATEST 1 obstructions are encountered the insulation shag be packed tightly around the obstruction less than 0.01 inch(025 mN. SECTION R317 compliance with ASTM D 3161 and the required dassifcation in Table R90524.1 PROVISIONS OF Tl$ NEW YORK STATE � R3102-1 tvinim m opening area PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY UNIFORM FIRE PREVENTION, BUILDING CODE R302.tt13 Loose-fa insulation material. Emergency and escape rescue openings shal have a net clear opening of not less than 5.7 square feet R31t7.8.4 Exterior plastic composite handrails.Plastic composite exterior handrals shag comply with the R317.1 Location required SECTION M2201 OL TANKS AND THE NEW YORK STATE ENERGY Loose-fill insulation material shag not be used as a fireblock unless specifically tested'n the form and (0.530 m). The net dear opening dimensions required by this section shag be obtained b the normal r i msmer intended for use to demonstrate its ability'to remain in place and to retard the spread of fire Y egtirements of Section R50T.3 ('rotection of wood arxd wood-based products from decay steel be provided h the following locations by M22012 Above-ground taNcs. CONSERVATION CONSTRUCTION CODE and hot gases. operation of the emergency escape and rescue opening from the inside. The net clear height opening the use of naturally dyable wood or wood that Ls preservative-treated h accordance with AWPA U1 The maximum amount of fuel of stored above ground or inside of a budding shag be 660 gallons(2498 shag be not less than 24 inches(610 mum)anxd the net desr width shall be not less than 20 inches R31%Ramps. ion the species,product,preservative and and use.Preservatives shall be listed In Section 4 of AWPA U.The supply tank shall be supported an r y6 'd nwncombustble supports to prevent settlig or shifting. ____ _ (508 mrn). R31t8.1 Maximum slope. Ut Exception: The storage of fuel oil,used for space or water heatig, above ground or inside buildings in R30ett2 Frebloc king integrity. Exceptiorc Grade floor or below grade openings shall have a net clear opening of not less than 5 Ramps serving the egress door required by Section R3n2 shall have a slope of not more than 1 uit t Wood joists or the bottom of a wood structural floor when closer than 18 fiches (457 mN or wood quantities exceeding 660 gallons (2498 U shall comply with NFPA 31 D RAW I N G The integrity of fire-blocks shag be maintained square feet(0.465 m ). vertical in 12 uits horizontal(8.3-percent slope). At other ramps shall have a maxi um slope of 1 uit girders when closer than 12 inches (305 m m0 to the exposed grand h crawl spaces or unexcavated R30e12 Draftstopping vertical in 8 nits horizontal(12.5 percent). area located within the periphery of the building foundation. M2201-1 Tanks witfwm buildings. CODE NOTES h combustible construction where there le usable space both above and below the concealed space of R31022 Wndow sill height Exceptiorc Where it is technically infeasible to comply because of site constraints,ramps shag have a 2 Wood framing marbers that rest on concrete or masory exterior fondation wags and are less than Supply tanks for use inside of buildings shall be of such size and shape to permit instalation and a floor cslng assembly,drawheres shag be installed so that the area of the concealed space does not Where a window is provided as the emergency escape and rescue opening,it shag have a sir height of slope of rat more than 1 vertical in 8 uits horizontal 8 inches (203 mril from the BACK TO TO exposed ground removal from dweings as whole nits. Supply tanks larger than 10 galom (38 U shall be placed not not mare than 44 inches 0M mrn)above the floor, where the sl height is below grade,lt shall be 3. Sirs and sleepers on a concrete or masonry slab that is in direct contact with the ground unless less than 5 feet (1524 mmil from any fro or flame either within or external to any fuel-burning appliance. exceed 1000 square feet(929 m ).Draftstopp'ng shal divide thhe concealed space into approximately provided with a window wet in accordance with Section R31t82 Landings required separated from such slab by an impervious moisture barrier. equal areas. Where the assemibty is enclosed by a floor membrane above and a clong membrane There shall be a floor or landng at the top and bottom of each ramp,where doors open onto ramps, 4. The ends of wood girders enterig exterior masonry or concrete wags having clearances of less than M220122 Outside above-grand tanks. below, draftstopping shall be provided in flocr-ceing assemblies under the folowing circurnstances. R3102-3 Window wets. and where ramps change directions. The width of the landing perpendieufar to the ramp slope shag be /Ich(127 m ) on tops,sides and ends, Tanks installed outside above ground shag be a mrimum of 5 feet(1524 mm from an adjoining property 1 Calm is suspended under the floor framing. The horizontal area of the window well shall be not less than 9 square feet (0.9 m), with a horizontal not less than 36 inches (914 mrN. 5. Wood siding• sheathing and wag framing do the exterior of a bolding havig a clearance of less than iri. Such tanks shag be suitably protected from the weather and from physical damage.M22013 2 Floor framing is constructed of truss-type open-web or perforated members. projection and width of not less than 36 fiches (914 mmi). The area of the window wag shag allow the 6 inches (152 mrm) from the grand or less than 2 inches (51 min) measured vertically from concrete Underground tanks. R302121 Materials. emergency escape and rescue opening to be fully opened R31t8.3 Handrats required. steps• porch slabs, patio slabs and similar horizontal surfaces exposed to the weather. R302_?_1 M g materials steel be not less than V2-inch (127 min)gypsum board 3/8 -inch (9.5 mmil Exoepibm The ladder or steps required by Section R3102-W shag be permitted to encroach not more Handrals shag be provided on not less than one side of ramps exceeding a slope of one bit vertical in 6.Wood structural m9mbers supporting moisture-permeable floors or roofs that are exposed to the SECTION M1502 wood atnuctural arils s other approved materials adequatey supported.oaaftst/8 -ill steal be installed than 6 iches (152 mrW into the required dimensions of the window well. 12 units horizontal(8.33-percent slope). weather,such as caxxete or masory slabs, unless separated from such floors or roofs by an CLOTHES DRYER EXHAUST PROJECT: parallel to the floor framing members unless otherwise approved by the building official .The integrity of impervious ing stri terrier. Clothes General I R31023.1 Ladder and steps. SECTION R312 GUARDS AND WNDOW FALL PROTECTION 7.Wood ftrring strips or other wood framing members attached dracfly to throe interior of exterior Clothes dryers shad be exhausted in accordance with the manufacturers instructions. C a S to g n O 1 a the draftstops shag be maintained 1 Window wells with a vertical depth greater than 44 inches(1118 mm) steal be equipped with a masonry walls or concrete wags below grade except where an approved vapor retarder is applied R302.13 Fire protection of floors. permanently affixed ladder or steps usable with the window in the fully open position Ladders or steps R312.1 Guards. between the wag and the furin g strips or framing members. M15022 Independent exhaust systems. Floor assemblies that are not required elsewhere h this Code to be fire-resistance rated steal be required by this section shall not be required to comply with Sections R3117 Ladders or rugs shall have Guards shag be provided in accordance with Sections R312-11 Dryer exhaust systems shall be independent of all other systems and shall convey the moisture to the Res d e n ce provided with a V2 Cinch not rim) gypsum wallboard membrane, a -inch st rrrn)wood structural an inside width of not less than 12 inches (305 mm), shag project not less than 3 inches (76 mm)from outdoors. eel d wth a 2 equivalent mr the underside of the floor framing member.Penetrations s openings the wag and shag be spaced nnot more than 18 inches (457 mirN on center vertically for the full height of R312-tl Where required R4013 Drainage. Exceptar:This section shag not apply to listed and labeled condensing(ductless) clothes dryers. the window well. Guards shag be located along open-sided waking surfaces,includng stairs,ramps and landings,that are Surface drainage shag be diverted to a storm sewer conveyance or other approved point of collection 3655 Stillwater Avenue for ducts, vents, electrical outlets, ightimg, devices,luminaires, vies,speakers,drainage,piping and simlar located more than 30 Inches (762 min)measured vertically to the floor or grade below at any point that does rot create a hazard Lots shall be graded to drain surface water away from foundation walls. M1502.3 Duct termination openings or penetrations shall be permitted The ade shag fall a minirnnum of 6 fiches(152 mmil within the fist 10 feet (3048 mN. Exhaust ducts shall terminate on the outside of the build Exhaust duct terminations shag be in R310232 Drainage. wlthin 36 inches (914 mril horizcrttaty to the edge of the open side.insect screening shall not be � nor Cutchogue, NY 11935 t Floor assembles located directly over a space protected by an automatic sprinkler system h Window wags shhal be designed for proper drainage by cornecti g to the building's foundation drainage considered as a guard. Exceptim Where lot Wines, wals,slopes or other physical barriers prohbit 6 Inches (152 mail of fall accordance with the dryer manufacturers installation Instructions.If the manufacturer s instructions do not accordance with Section P2904,NFPA 130, or other approved equivalent sprinkler system system required by Section R405.1 or by an approved alternative method within 10 feet(3048 rtirN,drains or swales shag be constructed to ensure drainage away from the specify a termination location, the exhaust duct shall terminate not less than 3 feet (914 mail in any e Floor assembles located drecty over a crawl space not intended for storage or fuel-fred appliances. Exceptiorc A drainage system for window wells is not regtired where the foundation is on well-drained R312t2 Height structure. Impervious surfaces within 10 feet(3048 mmil of the building foundation shag be sloped a direction from openings Into bindings. Exhaust duct terminations shag be equipped with a backdraft 3. Potions of floor assemblies shag be permitted to be uprotected where complying with the followin sot or sandgravel mixture sots in accordance with the United Sol Claassification System,Group I Solis• as Required guards at open-sided waking surfaces• including stairs, porches,balconies or landings, shall be miinimxm of 2 percent away from the budding damper. Screens shag rot be installed at thhe duct termination DATE 1/71251 3A The aggregate area of the uprotected portions does not exceed 80 square feet (TA m )per detailed to Table R405.1 not less than 36 inches (914 mrN in height as measured vertically above the adjacent waking surface or the line connecti g the leading edges of the treads. R404.16 HEIGHT ABOVE FI ISFED GRADE. SECTION M1503 Ste„ Concrete and mas PROJECT N0. 25/002-Casts molls 32 Frebbckig h accordance with Section R302111 is ihstaged along the petrcneter of the R3s0.4 Bars,grass, covers and screens. Exceptions: onry fandation walls shag extend above the frished grade adjacent to the RANGE HOODS 9 otected portion to separate the uprotected potion from the remainder of the floor assembly. Bars, gnTes, covers,screens or similar devices are pemitted to be placed over emergency escape and t Guards on the open sides of stairs shall have a height not less than 34 inches (864 rrrn)mmeasured foundation at all points a minirxm of 4 inches(102 mmO where masonry veneer is used and a minmm M1503.1 General rescue openins,bulkhead enclosures,or window wags that serve such openings,provided thhat the verticaly from a lne correcting the leading edges of the treads. of 6 inches (152 mm)elsewhere. Range hoods shag discharge to the outdoors through a duct. The duct servig the hood shag have a DRAWN BY MS 4. Wood floor assemblies using dimension limber or structural composite lved equals or greater then mi imxm nit clear openig size compies with Sectiohs R310.11 ,and such devices shag be releasable a Where the top of the guard serves as a handral on the op guard tigh egipped with a badtdraft damper and shall be 2-inclm by 10-inch (50.8 mm by 254 mrm) nominal drnension, o other approved floor assembles open sides of stairs•i'ne f of the smooth inteuia surface,shall be as t,steal be demonstrating equivalent fie performance. or removable from the inside without the use of a key,tool, special knowledge or force greater than shall be not less than 34 iches (864 mril and not more than 38 fiches (965 mm) as measured 404.17 BACKFLL PLACEMENT. Independent of al other exhaust systems. Ducts serving range hoods shag not terminate h an attic or CHECK BY. MS that required for the normal operation of the escape and rescue opening vertically from a ine correcting the leading edges of the treads. Backfll shag not be placed against the wall until the wall has sufficient strength and has been anchored space or areas inside the buildng. to the floc above, a has been sufficiently braced to prevent damage by the backfll. Exception:Where installed in accordance with the manufacturers instructions• and where mechanical o DWG N0. SECTION R303 LIGHT,VENTI ATiON AND HEATNG R312.13 Opening knitations. natural ventilation is otherwise provided, listed and labeled ductless range hoods shhag not be required to R303.1 Habitable rooms. SECTION R311 MEANS OF EGRESS Required guards shag not have openings from the waking surface to the required guard height that SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFNG discharge to the outdoors. Habitable rooms shall have an aggregate glazing aroa of not less than 8 percent of the floor area of slow passage of a sphere 4 inches (102 mm)h diameter. such rooms. Natural ventilation shag be through windows, skylights, doors•lowers or other approved R3111 Means of egress. Exceptions: R406.1 Concrete and masory fondation dampproofing. openings to the outdoor at.Such openings shhall be provided with ready access or shag otherwise be Dweings shall be provided with a means of egress h accordance with this section Thhe means of 1 The triangular openings at the open side of staff,formed by the riser, tread and bottom rail of a Except where required by Section R4062 to be waterproofed egress shhall provide a continubous and unobstructed path of vertical and horizontal egress travel from all guard,shag not allow passage of a sphere 6 iches(153 mm) h dameter. fo ndation wags that retain earth and enclose interior spaces and floors below grade shag be NM22.3(R40223)Eave Baffle. readily controllable by the txuidng occupants. The operable area to the outdoors shag be not less than -O 2 4 percent of the floor area be' ventilated potions of the dwelling to the regtired egress door without requiring travel through a garage. Thee 2 Guards on the open aide of stairs steal not have openings that allow passage of a sphere 4 3/8 dampproofed from lino higher of(a) the top of the footing or (b)6 inches (152 mm) below the top of For ail•-permeable insulations h vented attics, a baffle steal be installed adjacent to soffit and save required egress door shal open directly into a public way or to a yard or court that opens to a public inches (111 mm) In diameter. the basement floor• b the finished grade.Masory wags shag have rot less than /inch(9.5 mm) vents. Baffles shag maintain an openig equal or greater than the size of the vent. The baffle shal Exceptiorc way. portlanxd cement pargrg appied to the exterior of the wag. The pargi g shag be dampproofed In extend over the top of the attic insulation The baffle shag be permitted to be any sorid material 1 The glazed areas need not be openable where the opening is not required by Section R310 and a R31214 Exterior plastic composite guards. accordance with one of the following: SCALE SHT.NO. whole-house mechanical ventilation system is instakid in accordance with Section M1507 R31t2 Egress door. Plastic composite exterior guards shag comply with the requirements of Section R317.4 t Bituminous coating. e The glazed areas need not be installed h rooms where Exception 1 is satisfied annd artificial fight is Not less than one egress door shall be provided for each dwefng unit The egress door shall be 2. Three pounds per square yard(1.63 kg/m )of acrylic modified cement. AS NOTED side-hinged•and shag provide a dear width of not less than 32 inches (813 mail where measured