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HomeMy WebLinkAbout49002-Z �o't'of s°urya`o Town of Southold * * P.O. Box.1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45953 Date: 02/05/2025 THIS CERTIFIES that the building ALTERATION Location of Property: 240 Silver Colt Rd Cutchogue, NY 11935 Sec/Block/Lot: 95.-4-18.3 8 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 01/31/2023 Pursuant to which Building Permit No. 49002 and dated: 03/08/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations for a finished basement with a bathroom and garage conversion into habitable space to an existing single-family dwelling as applied for. The certificate is issued to: Alexander Rowley,Frances Fuoco Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49002 12/20/2025 PLUMBERS CERTIFICATION: Alexander Rowley 0/30/2024 Auth e Signature TOWN OF SOUTHOLD moo. BUILDING DEPARTMENT N x TOWN CLERK'S OFFICE o • 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#: 49002 Date: 3/8/2023 Permission is hereby granted to: Mott, Gregory 240 Silver Colt Rd Cutchogue, NY 11935 To: Construct alterations'to existing single family dwelling as applied for. At premises located at: 240 Silver Colt Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 95.-4-18.38 1` Pursuant to application dated 1/31/2023 and approved by the Building Inspector. To expire on 9/612024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $675.20 CO-ALTERATION TO DWELLING $50.00 Total: $725.20 Building Inspector pF SO�ryo �o �o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Southold,NY 1 1 97 1-0959 'Q COW,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gregory Mott Address: 240 Silver Colt rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 49002 Section: 95 Block: 4 Lot: 18.38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Moriches Bay Electrical License No: 39559ME SITE DETAILS Office Use Only Indoor W. Basement 1✓ Service Solar (— Outdoor r 1st Floor 1v Pool r Spa r Renovation 17� 2nd Floor F Hot Tub F Generator r Survey rr I Attic F Garage ri Battery Storage INVENTORY Service 1 ph F Heat Duplec Recpt 18 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph F Hot Water GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors 5 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 31 CO Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 1 Switches 11 4'LED Exit Fixtures Other Equipment: Notes: Basement & Garage Converted to Living Space Inspector Signature: X Date: December 20, 2024 Sean Devlin Electrical Inspector sean.devlin(D-town.southold.ny.us 240SilvercoltElectric Town Hall Annex 54375 Main Road Telephone(631) 765-1802 -PqxJ179 C#2 Southold, NY 11971-0959 MIZE DD OCT 3 0 2024 BUILDING DEPARTMENT p,Uj1,DPNyG DT,17720- TOWN OF SOUTHOLD TOWN 43r, SMT1131"' CERTIFICATION Date:— [0 -�o Building Permit No. 4M7 Ok Owner: 2o, (Please print) Plumber: Air�',Upy- (Please print) I certify that the solder used in the water supply system contains less than 2/10 Of I% lead. (Plumbers Signature) Sworn to before me this 3D day ofOa?� , 20a_�_ CONNIE D.BUNCH Notary Public, County Notary Public,State of New York No.01 BU61 85650 Qualified In Suffolk County Commission Expires April 14,20Q%/ x: x X: I c �- DEC 1 9 2024 �., �r c J,: � ,�. �,t' ��. .,; Bq,� ,.._Y ,. I..�.:. i.. ` �{ �r�'" �. � � .uK N�Y.1 1 • � � � . u t % '� r. �. �(� �, ,_ � `� /. i / \ '� .. o�aIftsf SUOyoo y`��o2 2 LIa � , ���r (�of TOWN OF SOUTHOLD BUILDING DEPT. "courm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL - REMARKS: DATE Io 3 INSPECTOR Q OE SOUTyO� / * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: 40 wv -kY19AA ttN ((QAI r-9.1itA TPl§"e> JJA [ at Vbt DATE INSPECTOR OF SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. y ou�n��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND -[v]�1SULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: cldGSYIj Qp PZtA— IV Ck— VI 4aAA DATE �' 3�. �3 INSPECTOR OF SOUTyOIo * TOWN OF SOUTHOLD BUILDING DEPT. cnu 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ q-'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: tip SUI-y-he Vv.�v.� e5 DATE -!Era 3 INSPECTOR OE SOpTh°!O # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REARKS: Z. DATE INSPECTOR OF SOGIy�� _ S O TOWN F OUTHOLD BUILDING DEPT. O CO 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [V INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE �VIOL�ATION [ ] PRE C/O [ ]' RENTAL REMARKS: d ✓-t-� Caves o DATE INSPECTOR SOUTH°� # . TOWN-OF SOUTHOLD BUILDING DEPT. Coutm, 631-765-1802 w INSPECTION [ ] FOUNDATION.1 STJ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] .FRAMING /STRAPPING [ ] .FINAL [ ] , FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ -] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:. IV fc, C" l00 Q4/-Nh , C DATE w INSPECTO 0FSoUTyO� c -- 1 ^j 1 V(�� �d TOWN OF SOUTHO D BUIL G DEPT. 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]._ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]. PRE C/O [ ] RENTAL REMARKS. �Tap� v jJ0 n � (� t � !J 7�c DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS z O FOUNDATION(1ST) y ------------------------------------ FOUNDATION (2ND) � z 2 h 60 � � —0L U1 cA 10� GS ROUGH FRAMING& y (� PLUMBING 64 -•� �'o \ 7 Z e oI� o 01) ori LIV W 5 o.a3 1►.)o AGGtSS. boeS►vt CD c ch a..•- oaf cowl, 1L/C n V i uuu( a'h�-v ttii hd va INSULATION PER N.Y. '•3 STATE ENERGY CODE 57 -A 3 ms l , leis hoe f7CA-m i G es. C 1 q 2 1\ a• �+ Un Cow e cftaws 0A b k- t� c u��✓ S o : use v tdoa S"l & o Lo 0 FINAL MS tool ADDITIONAL COMMENTS 3 2q 23 �a.�of \2S'• 00 c c• /o q l22 0 Ll / wv c a aS L�tlLda A4& xgee iila % y ' O z , x Z � � y � x d m ro y f . Z ��o��fFotrc� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �y'�oiaol� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownngov Date Received APPLICATION FOR BUILDING PERMIT �j For Office Use Only PERMIT NO. t/oa Building Inspector: ® I G k 11 'Applications and forms must be filled out in their entirety.incomplete •." JAN 3 1 2023 applications will not be accepted'. Where the Applicant is not the,owner,an LD, �U9LL)IIVG 0E=1'T Owner's Authorization form(Page.2)shall be completed: '9DBUILI F,0UEPI D n. Date: OWNER(S)OF PROPERTY: Name:Alexander Rowley. SC TM#1000-095.00-04.00-018.038 Project Address:240 Silver Colt Rd. Cutchogue, NY 11935 Phone#:516-456-2356 Email:ARowle 003@9 mail.com y � Mailing Address: CONTACT PERSON Name:Terence Connelly_/ Permit Man Inc. Mailing Address:P.O. Box 153 Center Moriches, NY 11934 Phone#:631-772-4600 Email:PermWanOffice mail.com DESIGN PROFESSIONAL INFORMATION: Name:Emmanuel N.K. Tehn-Addy_, TEHN Design Group LLC Mailing Address:1257 Udall Rd. Bay_shore, NY Phone#:631-888-7318 Flma'L'-J_Mqyg�@jAMDS.com CONTRACTOR INFORMATION: Name:Joseph Campo /JC Contracting and Maintenance Mailing Address:474 Yaphank Middle Island Rd. Yaphank, NY 11980 Phone#:631-459-7560 Email:jose h.Cam o.VAASBZ statefarm.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Will the lot be re-graded? ❑Yesoo Will excess fill be removed from premises? ❑Yes Po 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to ---- ----�- this property? ❑Yes ONO IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage.and storm water issues as provided by Chapter 236 of the Town Code.'APPLICATION IS HEREBY MADE to the'Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County;New York and other'applicable Laws,Ordinances or Regulations,for the construction of buildings,,'. additions,alterations or.forremoval or demolition as.herein described.,he applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premise's and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): �f,�r,� ` T ��� ❑Authorized Agent ❑Owner Signature of Applicant: Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 Qualified in Suffolk County COUNTY OF ) Commission Expires April 14,2�a being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this n 1 1 day of Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, �-if X bpi a - c' `ems 460 residing at Cj Ch©mil do hereby authorize ��ram-,; 04 6.,,.j o apply on my behalf to the Town of Southold Building Department for approval as described herein. 01 -09-23 Owner's Signature Date Alexander Rowley Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector " TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 * " - rogerrCc southoldtownny.gov seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3/16/23 Company Name: Moriches Bay Electrical Contracting Inc Electrician's Name: Bruce Venturino License No.: 39559-ME Elec. email:mbecontracting@gmail.com Elec. Phone No: 631-874-3333 ElI request an email copy of Certificate of Compliance Elec. Address.: P.O. BOX 816 East Moriches NY 11941 JOB SITE INFORMATION (All Information Required) Name: Alex Rowley Address: 240 Silver Colt Rd Cutchogue Cross Street: Rt. 48 Phone No.: 631-874-3333 Bldg.Permit#: 49002 email:mbecontracting@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): rough r inspection of basement Square Footage: I loon Circle All That Apply: t3 a. fo5 C-kcdc4, c. Yo1n t�sr• �YVQ Is job ready for inspection?: ES ❑N,O ✓[ Rough In ❑ Final , Do you need a Temp-Certificate?.- MYES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 72 H Frame M Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 23 �f d rLc 0q Iz2 �t9'EFfI��f- BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrCasoutholdtownny aov — seand southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3/16/23 Company Name: Moriches Bay Electrical Contracting Inc Electrician's Name: Bruce Venturino License No.: 39559-ME Elec. email:mbecontracting@gmail.com Elec. Phone No: 631-874-3333 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. BOX 816 East Moriches NY 11941 JOB SITE INFORMATION (All Information Required) Name: Alex Rowley Address: 240 Silver Colt Rd Cutchogue Cross Street: Rt. 48 Phone No.: 631-874-3333 Bldg.Permit#: 49002 email: mbecontracting@gmail.com Tax Map District: 1000 Section: Block: Lot: . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): rough inspection of basement Square Footage: 1000 Circle All That Apply: �q ���� �� Y c� � ����• �' A,� Is job ready for inspection?: YES [:]NO .. Rough I.n ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[:]Overhead # Underground Laterals 0 1 F2 F1 H Frame D Pole Work done on Service? Fly N Additional Information: PAYMENT DUE WITH APPLICATION r� l Oq Iz2 �P4� 4"0o2 PERMIT � Address: Switche Outlets GFII Surface Sconces I HH'j i,�' UC Lts Fans Fridge HW Exhaust Oven WAD r' Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC � `Qr Hood Service 1 Amps Have Used Special: Comments , Cog All I 1- 1 ' SURVEY OF LOT 38 N A5 SHOWN ON SUBDIVI5ION MAP OF OREGON VIEW ESTATES, CUTCHOGUE,TOWN OF SOUTHOLD,SUFFOI.r.COUNTY.NEW YORIC FILED IN THE OFFICE OF THE CLERIC OF SUFFOUC COUNTY ON THE 4TH DAY C OF APRIL.1975 AS MAP d G241 W E SITUATE: UTCHOGUE TOWN: 50UTHOLD s SUFFOLK COUNTY, NY \ ���R 0 SURVEYED 07-30-2013Cq 5UFFOLK COUNTY TAX# o 1000-95 -4- 18.38 S 40 Wti( A �i90 �O CERTIFIED TO:Deirdre Fedun Patrick Fedun Tara Lane Associates Inc. Stewart Title Insurance Company ���• yr�a � N,. VGs i( �&4 oai �9tio � 69 FBsosc���, LOT 3.5 q, 45 OIL, o S c0 c� � o\ V '3`T.Po �O 9'2� 1cm2s.oa � �Da L-39.27' �\OO 11nau1nvNM tllmlM v aE611m to a,mw, NOTES: CE JOHN C. EHLERS LAND SURVEYOR " o---o-- VINYL FENCE ,ZS� 9aliroaroN.oam In.aRw ar w,a,.r ��� •r�e.e,e mw' a"wr.e"ma.vn re.• O MONUMENT FOUND Area =40,79G 59.Ft. 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 �„Ilrm ti Nemld n..a.:p y Ina Ina Area m 0.93G5 Acres RIVERHEAD,N.Y. 11501 369-8288 Fax 369-8287 * e 1"o redo a abd, b°i a"s�.,r.,aa�l,e GRAPHIC SCAIF I• 40 me u..re„s!_m....auelN.el wa.aanal <� ime sW..p. e,rtlGaelkn.Wv,w ex, Ion Islandland5ury . C� a •�•pe b Me^u• .»,I•>�«•� 9 �orcom 1�20ya,emmm- �Q tl eomcY am IweNq,nlieYan u,IM nerwn,ma ��p 5 „I�„.a m.�„a•ra Fndmron. n,ucae_ e'llbn,se rel Iran,lwatl,le eE011bntl N,lfwbne CC#: C22-38411 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original BUSINESS CERTIFICATE filed in my office on 06/03/2022 INDEX#: 22-1938 and,that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 11/18/2022 SUFFOLK COUNTY1 CLERK JUDITH A.PASCALE SEAL' BUSINESS CERTIFICATE pursuant to General Business Law § 130,I hereby certify that I intend to or am conducting or transacting business in the Stateof New York within the County of Suffolk under the name or designation , of n c Cat no Moz v at My full name is and I reside at / 7 Xgjr a n i 6,J 40 p I further certify that I am the successor in interest to the person(s) previously using the nalne(s) specified above to cant'on or conduct or transact business. fcomplete ijopphCablej I am not less than eighteen years of age[I am less than eighteen years of age,to wit: years of age]. IN WITNESS WHEREOF,I have signed this certificate on the 3 day of [Sigaattnej AeknoWedgment in New York State(APL§309.a) STATE OF NEW7YM )ss_: COUNTY OF1 on the � of eJJ nQ in the yew before me, the imdcmgned, Personally app=-cd r:�CA viw O D ,personally mown to me or proved to me on the basis of satisfactory evidence to be the individnal(s)whose_"dn®e(- s)is(we)subscnbed to the within mshmmmt and aclmowledged to me that hdsbrhhey executed the seine in hiss wAheir capeeitv(ies),and that by his&cr/thea signabre(s)on the inatrtmzeat,the individmi(s),or the person upon behalf of which the individual(s)acted,executed the R,� Notary Public ac-1 CAROL A'IViEEHAN York Igotary Public,State 01 Hevd No.OgMROVAZGounty Qualified 11,S a Val 03,2� COMMISSO p 12-0109..04113 SURVEY OF LOT 38 N AS SHOWN ON SUBDIVISION MAP OF OREGON VIEW ESTATES. CUTCHOGUE.TOWN OF SOUTHOLD.SUFFOLK COUNTY.NEW YOIW FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON THE 4TH DAY OF APRIL.1975 A9 MAP I U41 W L 51TUATE: CUTCHOGUE -IT Y� TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY \ � R s 0 SURVEYED 07-30-2013 4e'e'CyR� 5UFFOLK COUNTY TAX# `k�by Q" 1000-95 -4- 18.38 S 4O n �''P^, CERTIFIED TO: g9��2 � rod"" Deirdre Fedun Patrick Fedun Tara Lane Associates Inc. Stewart Tile Insurance \O� 2� b�•V;\y�f�n�"�L(�sAF Company 9 (p, VOI�IQQ� �Uo�y S� ��, * Ss. LOT 38 �O ,1f,o�_9g ee n J C ,y9'"" d r" S �T CIO 0\ �Q���• 1rR9o"Ri. �� �O R-25.00' �O tDa NOTPs: F NE —X % CHAIN UNK FENCE D.�tio°IkmfeE b�, ,re. y JOHN C. EHLER5 LAND SURVEYOR C. - - �w x..rw r°I.ca�xol to..• -0 o VINYL FENCE � 0 MONUMENT FOUND �� 1P .row�1e0e..d:oa w' ewl.�a��POD..ale w. Area —40.79E Sq.Ft. 6 EA5T MAIN STREET N.Y.5.LIC.NO.50202 Area =0.9365 Acres RIVERtEAD,N.Y. 1 190 369$288 Fax 369$287 ! �a F N°..VmrW w uIib,ess GRAPHIC SCALE I'—4d 'M n,KN mtbmral.bvaalong15anlansurveyor.com mwmIba- , >mm.a .` m Da enal Io me mr mlwer.gowrm.n- Sv to e9.DIY ma xephq Mlilollm IbleO D C9enT ono LApJQ na°,� el IN IeWN OM,Illulim. Nso- ml I, mauea le,u°na°, DATE(MM/DD/YYYY) ACOR" CERTIFICATE OF LIABILITY INSURANCE `f 01/17/2023 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(ies) 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 this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Bill Dunn NAME: StateFarm Bill Dunn NAM u 631-478-6669 ac No): 631-223-4537 • ® 1656-A 5th Ave ADDE-MRESS: Bill@BiIIDUnnSF.Com Bay Shore,NY 11706 INSURERS AFFORDING COVERAGE NAIC# INSURERA: State Farm Fire and Casualty Company 25143 INSURED INSURER B JC CONTRACTING&MAINTENANCE INSURER C: 474 Yaphank Middle Island Rd INSURER D: Yaphank,NY 11980 INSURERE: INSURER F: 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD MMIDD/YYYY COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE IXOCCUR DAMAGE TO RENTED 100,000 PREMISES Ea occurrence $ MED EXP(Any one person) $ 5,000 A Y 92-05-K682-1 01/04/2023 06/09/2023 PERSONAL&ADV INJURY $ GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT PRO ❑ LOC PRODUCTS-COMP/OP AGG $ F9 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $. = I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE OR ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 A OFFICERIMEMBER EXCLUDED? N/A 92-05-K683-3 06/09/2022 06/09/2023 100,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under 100,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Each Occurrence Damage to Rented P General Aggregate DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) AS ADDITIONAL INSURED: Town of Southold 53095 Route 25 PO Box 1179 Southold,NY 11971 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 53095 Route 25 PO Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1001486 132849.12 03-16-2016 t AtCC7 tQ CEFICATE 4F LIAAl . 1N�RTI URAgNCE RA ei4 rzo THI&_CEit.1 RATE ISASSIlSD i4.S A MATTER OF INFORMATION ONLY ANl#CE3NEER NO RIQtiTS UPON THE CERTIFICATE HOI T?ER--THIS CEIt71FIC kTE b_.QE9=tdQT AFFIRMATIVELI(3?R t�E i4TNELY-AMEND;',`EXTW0 OR ALTER TNL COVERAGE AFFORGEIS.BY THE'!sQ!'CCIE : BELOW.tI�I3:+rERTIFICA'TE OF INSURANCE,DQESi NOT OOId$TITIIE'A:CONTRACT BEF1NEteII THi l35UING`:'INSURER(S),AUi MORiZED; I tpkESENTAtTiNE'OftPRODUCER AND.THEGERTIFICATF.,HOLDERt 1MPORTANTi.:If the 06MR:ats hdlder Is a"..;ADDITtONAL 1NSUI2ED,th,Q Pollcy(ies}must Have ADpI1 iQNAL WSUEtED_prQvlsicnm or be end2rsed. ,If SUBRO64700N fS WANE subJeot to the termA nS conditlorle o th®ppllcy,;certaln.-palt41R s"v mmilre awendorsement..A.statemDnt wi '4hlseerNficate:d`esnat�carifer..ct litsttr[hecertit7cate'ttatderin'=f[euafsuch�ettdarsemen s'.. - i�tSDUCER a-T Will`I7Ito IPr Ritt.Qunn. PI+oNBE A o . 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'o dYYSunemploymor insufan e:gmplQYar#t d Uatlq f`7ur Ge>:i Insured v,;- l o046j.'rof i 0,ured On �U(r d tfcove ge Ys spec7ftc�iJ iJ�ziftaC(#c • 1d Faders}Employerlden—lotion Nuinbarof lii§[t> t al S"saed 5ec�rity cmttalnttnstn7dewYgxk,_eta ie� ?Dr?p,t1Pp&cy): :Nurrlbgr Name and Ada�ase�or Entdfy;i�equss�ng Praof�#f Clrve[a9e� ;'�a Name of Igsurane�Carr�Qr , Riffy gtgg14tall s th6 Cei3dfiiGa#e d gld r; STATE ;3a P41is yaffec r4,wperj_ocl,',. i"J1td8d4ni ta': lri ;3d d he F!copnetorxPartr►Qrsgr Erc$ctfige Offidaf3 are., [[7i5clG�gd *ai7nlyect{baxU�tt{iarts,e[slofliceralndkde ® p1E exctuc(ad or cerlaTr:parfne teto#ficara excludert fitt� eerfifles-thai ttreinsurance carer lndtoate4 above m-box"3"Insures that*,us. _s reference, �ovetn box"1 "forotars' ornpetrsetton unclet?the,NewYettc:State 1tVtrlters' mtensatlon Lauv �o use this farms{ rotfc ANY)musf ba t#s#std`underlteml,8 aiRtheiN + RM1#OPAL` tiaextfrks `t+lnpeneatlar€insurancepollcy� TEie.t►isurartoe.Garirero�tts3iirrsedaerl + llt:sersd. this. ettlBCa#e f;#nscn ne to Fie:entiEy lis#ed shove,a�rfglpate boo Qc t}%_box lN�g etsarriar rratify th c i ca#s b lsial�W�th0 fo lays of arpoldo�r FSeing cantielled for norr paymoOt of prerndurn,oc t�Bfhin 30 dstys if In+ ddad for`any other rea§orr or iffhg�insucsd{is v#1 6rwrsa.etiminatad frarnithe cavarage do loaned ail 6w cortl#ica#o prder;ta the q Af' tie�olieyefl`ecttve,�ehvd'i� �lrl=3 � .. -- This taattlficate is tAsited a}n Orofitefgrmad on oitidy8nd confers r>o tights upon the aaruticat�hord+»ryThis certduaate clues na#aitterld, r�xfsnd nr ad#er the€°_ctveraga afforiQd by fitte pplicy:lisfe �rior floesprifer any_rtghts or rasposibdlittes beyond thasg•catitdtreci do°ttte `'phis tliflcata inay,; a used as:avlde.nce:of a rimrs'Camp�nSatloll�:contr�e�of dns�ance butt'wbdla this utitde�ytnc�{ko l�•�is lq ems,, :Pleases 1�►ta_1JF►P!�canpe�la o tlpn f tl#s�roriters`�cb►rt-oo tsation po�ioy indicated on-this farm,if businoss4,011.muss' ba +i�Ineft+ r a permitr l ease AP oontroofissue a>cerfdfic db > atie balder,the business taus plrs�yide thatoe>?#ifta at iald>a WiE�t novif Getll'lcete-of l�►i�rtiers" arnpansa#lalnSxyerage or at�sa:r artiitoraxsd praaffihaYthQ be sihass is abmPijring uifitH the ;»a} ry oove regriCemeitfsf thelevar Ybrl�S#ats1NArk�r� orripe>r� �tdtr Cinderpanalty affrery�trlf'l+�+arti r#het l am an autl oT,O.M.r_presenta,yopt-110 used neetl: ab'aito tha-ktth hemad fnsuired ftal the ver`aga as deplat�t vri this i trrm 1 . Approved#ay: SILLOON �Priritnean gtaRthodzedrePresentatfvaorlraeiis9dsgeht.ofinsutanbcaMer}. - � ' ,.11ttd' AGENT l slephana N c her cf sett o�3 sd ceprese tatcve ar t�cenSati g tt of t surance cartfer:-631 7. 666g - :Pieaee NO10 Unit'lnsur toa carrta3 arid:thelr ilcerrserc� gents ate aathortaed`tcr issue l=arm i d : ..irnasuranca l roletrrs are � aufhorlxed io leans lt< . Ca1ti5. .(9i1�? ., vir rvuab,nygav Suffolk,County [kept. of t Labor,,LiGansing Consumer Affairs HOME IMPROVEMENT,LICENSE Name jOtEPH CAMPO 6u�'f tress Nani Fills certifies that the . c�arcr s dcrl}'Is' ar s f JC Contrasting Maintenance )y tha County of suffalk License Number: HI-67146 R sa ie Wago Issued. 06/21/2022 Gomntdss4oner Expires: 06/01/2024 This liconse is the proper of Suffolk County Odportmont of.LaMar Lleenstr & Consumer Affe3rs�', W " 'Possession of giis Owasso does-not'ju rantoe ate validity;. Additional Businass Name License Category i s«Wtridp"ys and,Siding-, 414-parp'bnt' ; 141 -KAtcl-lens a0d i Maths: H19- Docks 1430 Doors; IM-Framing � " Generated by REScheck-Web Software ® �- r4l Compliance Certificate ��e 12023 plUILU.111�U ��• No OF SOUTFIOL® Project Rowley Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction 1 Conditioned Floor Area: 1,940 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 240 Silver Colt Road Cutchogue, New York Compliance: Passes using . . Compliance: 5.1%Better Than Code Maximum UA: 59 Your UA: 56 Maximum SHGC: 0.40 Your 5HGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 328 30.0 0.0 0.035 0.026 11 9 Wall:Wood Frame, 16"D.C. 414 19.0 0.0 0.060 0.060 22 22 Window:Wood Frame 44 0.290 0.320 13 14 SHGC: 0.27 Floor:All-Wood Joist/Truss 292 30.0 0.0 0.033 0.047 10 14 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Emmanuel T addy 2-25-23 Name-Title Signature P RCy Date 0 -� l Y * ., CP qJ 029wfi AO OF Nr- Project Title: Rowley Residence Report date: 02/25/23 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 38.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, :Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 !energy code compliance for the ;building envelope..Thermal ❑Not Observable envelope represented on ( ❑Not Applicable construction documents. I 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. -]Not Observable :Systems serving multiple ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based ; Btu/hr Btu/hr ElDoes Not [PR2]2 on loads calculated per ACCA ; Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rowley Residence Report date: 02/25/23 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 ` A protective covering is installed to ;❑Complies Requirement will be met. [F011]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ;❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. iElDoes Not A ❑Not Observable' ❑Not Applicable, Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier'3) Project Title: Rowley Residence Report date: 02/25/23 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). E❑Does Not table for values. 402.3.3, 402.5 ',❑Not Observable [FR2]1 :❑Not Applicable ; ; 303.1.3 U-factors of fenestration products ❑Complies !Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not F ;instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 .is listed and labeled as meeting + ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable :or has infiltration rates per NFRC 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies :Requirement will be met. [FR16]z sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. [:]Not Observable j ❑Not Applicable j 403.3.1 :Supply and return ducts in attics ❑Complies [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where<3 inches.Supply and return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for [ :diameter>=3 inches and R-4.2 :for< 3 inches in diameter. 403.3.2 ;Ducts,air handlers and filter ❑Complies [FR13]1 ;boxes are sealed with []Does Not :joints/seams compliant with ❑Not Observable ;International Mechanical Code or International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as ❑Complies [FR15]3 -ducts or plenums. ❑Does Not e i ❑Not Observable j i r ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105°F or chilled fluids ;❑Does Not❑ below 55°F are insulated to>_R- 3 ' Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 :piping. ❑Does Not ❑Not Observable j ❑Not Applicable 403.5.3 Hot water pipes are insulated to 1 R- R- :❑Complies [FR18]2 >_R-3. ❑Does Not l : ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable : 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rowley Residence Report date: 02/25/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rowley Residence Report date: 02/25/23 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.l D 303.1 All installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;,Floor insulation R-value. R- R- ❑Complies ;See the Envelope assemblies 402.2.E ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 :manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the ;underside of the subfloor, or floor [-]Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing,or continuous :insulation is installed on the ;. underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing members. 402.1.1, :Wall insulation R-value. If this is a: R- R- ;❑Complies ;see the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass :[-]Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel ;El Steel ;❑Not Applicable ; ; ; ; 303.2 :Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rowley Residence Report date: 02/25/23 Data filename: Page 6 of 9 Section Plans'Verified FieldVerified.• ' 4 Final Inspection Provisions Complies? ' Comments/Assumptions & Req.ID Value Value 402.1.1, ;Ceiling insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.2, ;❑ Steel ❑ Steel ;❑Not Observable 402.2. [1111 (i ;❑Not Applicable 1 ; I 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every r 300 ft2. ❑Not Observable ; i z, • ❑Not Applicable 402;2.3 Vented attics with air permeable ' sa , ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent x� ' § >h`❑Does Not to soffit and eave vents that extends over insulation. ` '" y ❑Not Observable ry ❑Not Applicable j 402.2.4 ;Attic access hatch and door R- R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation >_R-value of the :❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 1 ACH 50= ACH 50 = ;❑Complies Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2,and ; �❑Does Not I I I I <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [F[27]1 :determine air leakage with ft2 ftz ❑Does Not ;either: Rough-in test:Total leakage measured with a. 1 ,❑Not Observable pressure differential of 0.1 inch ❑Not Applicable �w.g.across the system including ;the manufacturer's air handler ;enclosure if installed at time of test. Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch ;w.g. across the entire system ; I ;including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 ; cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ;❑Not Observable ;tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 :by manufacturer at<=2%of fF ❑Does Not design air flow. ; 4 ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ��'' • �� ' `❑Complies ; [FI9]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to 'j. [:]Not Observable code specifications. ❑Not Applicable s-rr 403.1.2 Heat pump thermostat installed * ❑Complies [Fl10]z on heat pumps. ❑Does Not �`. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [Fl11]z systems have automatic or ❑Does Not accessible manual controls. ;' ❑Not Observable ❑Not Applicable j 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rowley Residence Report date: 02/25/23 Data filename: Page 7 of 9 Section' Plans Verified Field Verified `} #. Final Inspection Provisions „Complies? Comments/Assumptions Req:ID =` Values Value, , 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. : ❑Not Applicable 403.2 Hot water boilers supplying heat r ❑Complies [FI26]�.' through one-or two-pipe heating �: ❑Does Not systems have outdoor setback control to lower boiler water -❑Not Observable temperature based on outdoor ❑Not Applicable temperature. ° x 403.5.1.1" Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated } return pipe or a cold water supply y r�❑Not Observable pipe.Gravity and thermos- ;, fi :m: ❑Not Applicable j syphon circulation systems are not present.Controls for � circulating bot water system ;f pumps start the pump with signal for hot water demand within the # occupancy. Controls `automatically turn off the pump when water is in circulation loop s is at set-point temperature and no demand for hot water exists.' 403.5.12 Electric heat trace systems ` : ❑Complies {FI29]z comply with IEEE 515.1 or UL x .. . :'❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable tt desired water temperature in the 1 piping. � 403.5.2 , ' Demand recirculation water >❑Complies [FI30]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<= 1049F. 403.5.4 Drain water heat recovery units ❑Complies [FI31]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ` '❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for } individual units connected to r three or more showers. 404.1 90%or more of permanent ❑Complies [FI6]1 fixtures have high efficacy lamps. ❑Does Not j ❑Not Observable ❑Not Applicable 404.1:1 Fuel gas lighting systems have ❑Complies ❑Does Not [FI23]3 no continuous pilot light. x ❑Not Observable ❑Not Applicable 401:3' Compliance certificate posted. ❑Complies ;Requirement will be met. [F[7]2 ❑Does Not • ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1'3.1 Low Impact(Tier 3) Project Title: Rowley Residence Report date: 02/25/23 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Rowley Residence Report date: 02/25/23 Data filename: Page 9 of 9 2018 IECC Energy �( Efficiency Certificate .j Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.29 6.27 Door CoolingHeating & Heating System• Cooling System• Water Heater• Name: Date: Comments L E R T OIN 1 � 0113 GENERAL NOTES GENERAL: PROPO, D 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING DEPARTMENT. 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE S- AS WELL AS ALL CURRENT NEWYORK STATE CODES "' g ity /�H ol Y;. I rn- F, 7 3. ALL UNNOTED OR NONVISIBLE EASE MENTS OR CONDITIONS WHICH SHALL ARISE DUR ING TH E COUR SE OF CONSTRUCTION N THA T DISAGREES R-_ES WITH THAT INDICATED ATED .� ON THESE PLANS SHALL CAUSE THE CONTR ACTOR TO STOP WORK AND NOTIFY c [' FAIL FOLLOW THIS PROCEDURE AND s: a; ARCHITECT OR ENGINEER. SHOULD HE FA 0 � A THE ARCH CONTINUE TO WOR K HE WILL THEN ASSUME ALL RESPCN IBILITY AN D LIABILITY ITY ARISING THEREFROM. 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO EE SCALED AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, 240 SILVER COLT ROAD AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. BUILDING CODE NOTE: �� �� AS NOTED 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE DATE E3.P.# : 'S-� 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS CUTCHOGUE N E W Y 0 R K FEE F a s 2-0 BY: FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT � NOTIFY BUILDING DEPARTMENT AT M CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY MECHANICAL CODE NOTE: 31-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND CHAPTERS 12 THROUGH 24. 1. FOUNDAT1QnI _TUb'p rat (�,►,r cn NY.STATE IS RESPONSIBLE FOR DESIGN INTENT ONLY. 2. F, 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TC BE DEFECTIVE SHALL BE PLUMBING CODE NOTE: BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE 4. FINA4 G,NS tsZ_1CTlCN Mi15T 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS E NST ?L-'r! ,', f C.G. ALL CONST�LI',,Ts��'Iv S!-!'�{LI_ I.,j�'FT '7-,Jj-' THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS ELECTRICAL CODE NOTE: S 49° 38� 25�� E 169.85' AEQUIREMENJ;�"t-7,4,- ,`_: • „"' TO BE FOLLOWED. 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ORK STATE. NO,- }I:;; '�; CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 34 THROUGH 43 .i�.:r i - - -- - - - - - - DESIGN OR COAST-P.L; ;Ti THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. ENERGY CODE NOTE: ' p ('�(� 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION I I �i ���vY l P fl SHALL BE IN ACCCORDANCE WITH SECTION R316. I M TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 1 TITLE SHEET PLOT PLAN _15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND N ' ��� �S' �1 Y��i 4�°►{� EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 JUDGEMENT,THESE PLANS AND I OR SPECIFICATIONS ARE IN ' 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 UNIFORM CODE COMPLIANCE WITH: s I ��� �� v�� t� �- CT 2020 RESIDENTIAL CODE OF NEWYORK STATE 2 FOUNDATION PLAN NOTES & DETAILS � 13 ' :�� CCUPA !CY MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, " I V 1 PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, Lu a ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 NOTE N ' x CARPENTRY: 3 FIRST FLOOR PLAN , ROOF PLAN 23.0' W , COMPLY WITH ALL CODES OF: 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) 1.2.ALL PLUMBING URES HAVE K TO B DONE AS PERFF CODE.E. i ' NEW YORK STATE & TOWN CODES FIX2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.FIXTURES TO BE PROPERLY VENTED. ELEVATIONS SECTION � � AS REQUIRED AND CONDITIONS OF 4" 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL,SILL TO BE A.C.Q.WOOD NOTE: ' N SOurHcxp TO�W zeA 2-2"x 6" U.O.N. S WALL SECTION APPENDIX J ANALYSIS z 4. ALL JOISTS HANGERS TO BE"TECO' OR EQUAL, FULL SIZE. � I �, SO�OLD TOV'JN PLANNING BOARD z I.ALL DIMENSIONS AND WORK QUANTITIES SHALL N O 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) , SOUTHXD TOWN TRUSTEES BE VARIFIED IN THE FIELD BY THE CONTRACTOR, 7. ALL BEAMSS,GIRD RDS,HEADERS,ETC.. DOUBLE JOISTS UNER PARALLEL RTO TIT IHHA E A MINIMUM OF 4ONS,POSTS,AND HBEARIN TUBS.(G.U.O.N.) MM DIATE AND LYD REPORTED TO THE ARCHITECT. 6 FRAMING DETAILSDISCREPANCIES SHALL BE N.Y.S.DEC I � 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY I " MODELS NUMBERS ON PLANS. FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK s _ SEAL 9. PROVIDE ATLEAST 1 WINDOW OR DOOR IN EACH HABITABLE SPACE FOR EMERGENCY SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. 7 ENERGY SEALING DETAILS I FUSS t't-ACARDjI\IG REQUIRED ARE D ARC ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDING CODE WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED ( ��� N 3.NO K SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SO.FEET @ GRADE LEVEL WHEN GRADE s `` `�� %'i� TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF8OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. BUILDINGS. N 0 T E S DETAIL SCD -IK 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. r �"""� �"` ALL GLAZING SHALL COMPLY WITH SECTION R308. 9 I Y 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 NOTES & DETAILS q - 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE I F OF NE 4 R �^ INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING 1NOTES & DETAILS ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. O ' 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: SOLDER U,�r=1 PROPOSED SUPPLY 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE n r , FINISHED BASEMENT 393' I R EXCEED 2110 OF 1;� L,. 2020 RESIDENTIAL CODE OF NEW YORK STATE GEOGRAPHIC TABLE DESIGN REQUIRMENTS co2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION I ' ..., 2020 NYS UNIFORM CODE ; EX.ISTORY ti OF WORK. THIS PROJECT IS WITHIN A HURRICANE PRONE REGION,CLIMATE ZONE 4A i FRAME DWELLING I cco o 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY WI CHAPTERS 34-43 39.1' 71.8' i I C? AND LOCAL BUILDING DEPARTMENT. ��' Z ce) TABLE R301 m CD 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314, WIRED. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. i ---'' I W ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD RED. i ^� 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M 1502. I W 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN PROPOSED ADDITION. IF NOT SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. GROUND WINTER ICE SHIELD FLOOD FREEZING ANNUAL i Q DESIGN DESIGN UNDERLAYMENT m SNOW LOAD SPEED a RAP I� SPECIAL BORNE-BORNE CATEGORY 'WEATHERING, FROST RDEPTH E TERMITE TEMP REQUIRED HAZARD INDEX TEMP W CONVERSION 3311 S.F. I W p O PROPOSED GARAGE FOUNDATIONS, CONCRETE AND MASONARY: DEBRIS MPH EFFECTS k REGION _ I 22.3 i U = Q 0 CC 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. 1 MILE B 3 FEET MODERATE 15° YES NO 599 51° M 20 PSF 130Uu1t NO NO FROM THE COAST SEVERE BOF TO HEAVY I 0 z � w 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. &FIRE ISLAND 3. FOOTINGS TO REST A MIN T-0"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO 0 ( ' clq O V- 0 Z w Z (1'RISE MAX) CD i i W w _j CC f� � � � ui 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS Z s I � Qf w J O < 0 PLANS. (U.O.N.) C/ I LLJ 0 U) 0 U) 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ALTITUDE INDOOR DESIGN I ' i J Z) N Q FRAMING OR PROPER BRACING IS IN PLACE. WINTER SUMMER HEATING TEMPERATURE i r., w N U ELEVATION LAT CORRECTION DESIGN TEMPERATURE , � I 0 a � m 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE I 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. I G 06 ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ 108 FT 41°N 15°F 86°F 1.00 70°F 75°F 55°F s I Z SIDES AND ENDS. U.O.N. 0 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY I ' (A W 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. � C)DIFFERENCE HEATING COOLING r W Z ti 3,500 P.S.I.GARAGE SLAB 1 EXPOSED SLAB ON GRADE/POURED STEPS, i I �`� cil 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR @ 50%RH _ R = 1131.41' L?`sop, `r Z o J m N MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. L = 57.20' 0 u) o C-4 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. U w - - 0- --- -- -- -- -- -- -- -- -- -- - - __ _ 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND N 490 38' 25" W 100.00' --- _ C� In 0 EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT@ BRICK LEDGE OR RELIEVING ANGLE IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Q Q W o W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 0Y 0 (D _ 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION MEAN Q � z w FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR ANNUAL SILVER COLT ROAD Q GROUND DESIGN DESIGN UNDERLAYMENT HAZARD FREEZING p 55 wl CODE LIMITS. SNOW LOAD SPEED a TOPOG SPECIAL BORNE-BORNE , FROST LINE TEMP 0 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. RAPHIC WIND DEBRIS CATEGORY WEATHERING, DEPTH TERMITE TEMP REQUIRED INDEX U W MPH EFFECTS k REGION PLUMBING, MECHANICAL, FUEL GAS, A/C: 0 w .- 0 20 SF 130vult NO NO FROM MILE COAST B SEVERE 3 FEET MODERATE SEE YES NO 599 51° 0- W w z N 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 I.M.0 &FIRE ISLAND BOF TO HEAVY BELOW O z > _ = w Lo AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. PLOT PLAN ° _j " W ~ ' 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.CD.H.S.REQUIREMENTS. a a Q ~ 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHAL COMPLY WITH THE RESIDENTIAL WINTER DESIGN TEMP: DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),NECHANICAL CODE(CHAPTER 12-23), -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY ;' SITE INFO: AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OFNEW YORKSTATE -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING, MINIMUM 75°F COOLING 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS CAPABLEOF HANDLING THE IMPOSED LOADS OF -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15°F,DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) LOT AREA = 15,498 S.F. 5. THE EX.HEATING/A.C. SYSTEM SHALL BE APABL SV CAST IRON BELL(HUB)AND SPIGOT EO THROUGH CONCRETE. -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 10 --------------------------- 17777 -- I I EXISTING EXISTING WINDOW LJ r--------- - EGRESS WINDOW EXISTING WINDOW---------------------- I- ------------------ I I I I I I I I I I 2"X 4" ON-LOAD BEARING WALLS - Io 1/2"G PSUM BOARD ON CEILING J ' \-'AffCLO CLO IZ FINIS ED CEILING AT 6'-7" HT. GRADE NE 1/2"GYPSUM BOARD U? BOILER &R-13 NSULATION M to PROPOSED ;N FINISHED BASEMENT L, ;W 2"X 4" NON-LOAD BEARING 7'5"CLG.HT o w w I WALLS W/1/2"GYPSUM BOARD 2'-1 0" 23'-9" w 17'-7" w CD ; & R-13 INSULATION M I I � EXISTING POURED CONCRETE FOUNDATION WALL 9'-5" 9'-3" 10'-7" 9'-5" TO REMAIN W/EXISTING FOOTING I w I I N I --_-_---_-_-- 3-EX 13/4"x 91/2"LVL GIRDER - -_-_-_- /4x 91/2LVL GIRDER � - X _3 _ _�_-_-_---_-_-_-_- EX.COLUMN EX COLUMN 9-7' EX.COLUMN 9'-7" �EX.COLUMN 8-11 I 1" I I PROPOSED 2"X4" NON-LOAD BEARING WALLS C) FINISHED BASEMENT 'I W/NEW 1/2"GYPSUM BOARD w N I 4068SL 7'-5"CLG.HT 12"X 4" NON-LOAD BEARING WALLS FINISHED FLOO ING OVER CONC. SLAB &R-13 INSULATION N BATH W/NEW 1/2"GYPSUM BOARD I PROPOSED ELECTOR - ; &R-13 INSULATION FINISHED BASEMENT " PUMP Dry Wash T-5"CLG.HT Q o M 0 Z i - zl o a O i �Sv� r. z� s >- P o�I��' I ' �' SECTION VIEW A 7�J 1/2'= 1'- Oil "1 I , - XI ELEZ NVi W I S.D.s.n. p r -------L - ---------------------0&- �w---------- -Z F ----------- 1-- I 1 00 ,� t I co 19-0 Z I V • N 06 ; ; PROPOSED GARAGE CONVERSION I I I I I I 1 I I I I I I I I I I XI UP TitG E R N C z I ; � 0 I I I a I w I ; 2-NEW "x "GIRDER 2-NEW 2"x 8"GIRDtEr _b I I W ' EGRESS WINDOW WELL DETAILS SEAL I U N EXCAVATED �����N K.Te FLOOR JOISTS TO BE LAID ON TOP OF P.T. o O SLEEPERS OVER EXISTING SLAB ON GRADE O TO ALIGN W/EXISTING DWELLING FLOOR i I I i PROVIDE CLASS 1 (POLYETHYLENE FILM) p�p N EGRESS WELL NOTES: O 6 MIL.VAPOR BARRIER OVER EXISTING CONC.SLAB @ O Elul ;° THE AREA SHALL BE EXCAVATED I I I ►� s o I I DOWN TO TOP OF EXISTING HOUSE FOOTING. 9 = O zN PROVIDE R-30 INSULATION IN JOISTS ZN w I I THIS HAS BEEN DESIGNED TO DRAIN EGRESS NOTES: in coI WINDOW WELL MIN.HORIZONTAL PROJECTION SHALL BE 36". WINDOWS: F N E I I I (L p- ��I •- i ' DIRECTLY INTO AFREE-DRAINING ROCK BED. "1117I I I ALL GRATES SHALL BE REMOVABLE HORIZONTAL DIMENSIONS SHALL BE MIN.9 S.F. 1.WINDOWSILL HEIGHT SHALL BE NO GREATER THAT 44". FREE DRAINING ROCK TO OBTAIN THE MAXIMUM DRAINAGE ALL BACKFILL BENEATH THE WELL SHALL OF�" WITHOUT SPECIAL TOOLS. 2.MINIMUM OPENING AREA SHALL BE MIN.5.7 S.F. I I ; I I I I I VOLUME 3.MIN.OPENING HEIGHT SHALL BE 24" i I I ____ _ _____________________________________________� I I 4.MINIMUM OPENING WIDTH SHALL BE 20" L _ ' I HORI ONTAL DIMENSIONS SHALL BE MIN.9 S.F. I I I I PROVIDE ALL PEA GRAVEL I I I �---------- ------------------------------------------------ BACKFILL AROUND WELL AND DRAIN AS PER MANUFACTURER'S 2.MIN.HORIZONTAL PROJECTION SHALL BE 36". I LADDERS: ' I SPECIFICATIONS. _ ________ GRADE 1.PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". I MIN.OPENING HEIGHT SHALL BE 24".MINIMUM 2.LADDER MAY ENCROACH MAX.6"INTO WELL. 00 22'-0" - OPENING AREA SHALL BE MIN.5.7 S.F. 3.DISTANCE BETWEEN RUNGS MAX.18". MINIMUM OPENING WIDTH SHALL BE 20" PROVIDE PRE-FAB FIBERGLASS EGRESS 8"CONC.WALL W!8"X 16" CONC.FOOTING 4.RUNGS SHALL BE MIN.12"WIDE AND MUST PROJECT MIN.3",MAX 6"FROM WALL. co �m Z WELL&COVER BY WELLCRAFT. GRATES: ao A z 0 m O FOLLOW MANUFACTURER'S RECOMMENDATIONS 1.ALL GRATES SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS. C m FOR INSTALLATION AND DRAINAGE PROCEDURES Z M 4 - w co CONFORM TO SECTION R310 W 3'-3" OF THE RESIDENTIAL CODE WINDOW SILL HEIGHT SHALL LADDERS: (n OF NY STATE,FOR EMERGENCY BE NO GREATER THAT 44". 1.PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPERTHAN 44". Q PROPOSED FOUNDATION PLAN ESCAPE AND RESCUE OPERATIONS. 2.LADDER MAY ENCROACH MAX.6"INTO WELL. Q 3.DISTANCE BETWEEN RUNGS MAX.18. Y 4.RUNGS SHALL BE MIN.12"WIDE AND MUST PROJECT MIN.3,MAX 6"FROM WALL. W Q O y 1/4"=1'-0" A NEW CONSTRUCTION z w LL OZ 6w NOTE w Z) TO BE REMOVED --------------- ALL LUMBER THAT COMES IN CONTACT WITH W w O -J O� CONCRETE SHALL BE TREATED LUMBER. CONSTRUCTION NOTES. O O ? O co EXIST'G STRUCTURE CL o 10" DOWELING BETWEEN NEW&EXISTING FOUNDATIONS,PROVIDE 0 N U � m NOTES: CONCRETE WALL 5/8"DIA. EPDXY COATED DOWELS,14"LONG W/7"MIN. LEGEND 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER EMBEDMENT,SPACED 16"VERT.FILL GAPS W/HIGH STRENGTH WORK AS MAY BE NECESSARY TO THE DEPTHS AS SHOWN ON THE EPDXY MORTAR(TYPICAL FOR 4 PLACES) 06 DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL z 1/2"A.B.@ 48"O.C.WITH HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ' 3"z 3"x 1/4"PLATE WASHER ALL LUMBER THAT COMES IN CONTACT WITH 0W CONCRETE SHALL BE A.C.Q.LUMBER. CD HOLD -DOWN LOCATION U MINIMUM BEARNNGBEAROINGSOILSCAPACITYOF 1)IONETONPERSQUARE �� �� W Z ti 2 x 6 SILL PLATE THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE W o T- FOOT WITH A MINIMUM OF 3'-0"COVER. O � � U z INDICATES LOCATION OF SHEAR WALL HOLD-DOWN (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC Z -J m N BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 10 3. ALL CONCRETE SHALL BE 3,500 P.S.I. CONCRETE WALL PATAR R R406 SE SELF PRIMINGBITUMINOUS PLASTIC CEMENT. 0 W N (TO BE INSTALLED AS PER N.Y.S.CODE) 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE W ALL FASTENERS SHALL BE INSTALLED WITH STRICT � N 0 ACCORDANCE W/MANUFACTURER SPECIFICATIONS SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL �: 11 C7 0 - TO BE FREE OF WOOD TRASH ETC. `' 0 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS w HOLDDOWN CONNECTION NOTE BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED �- z �9,/2^A.B.@ 48"O.C.WITH < I HOLDDOWNS SHOWN ON FOUNDATION WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 3"x A x 1/4"PLATE WASHER .I 0 Q PLAN ARE CONNECTING FOUNDATION PLASTIC CEMENT - 0 (A �. T TO FIRST FLOOR q W HOLDDOWNS SHOWN ON FIRST FLOOR 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. (n U W PLAN ARE CONNECTING FIRST FLOOR _ 0 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( _ ►- c~> N TO SECOND FLOOR N 1.MIIN.7"EMBEDMENT INTO CONCRETE tJ a W w z N PERCENT BY VOLUME SHALL NOT BE LESS THAN 5 PERCENT OR MORE a RIM JOIST Lo w 0 z m _ , wl3"SQUARE WASHERS AND END NUT SETUP THAN 7 PERCENT. O W w _1 v W �I 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR w Ir Q N 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER. OR REPLACED BY HOLD DOWNS FOR SHEARWALLS a D' v ¢ ~ 0 T_ 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. DWG NO TO 12"MAX.FROM ENDS OR CORNERS ANCHOR BOLT SPECIFICATION 4.CONC.BLOCK TO BE FILLED SOLID @ANCHOR BOLTS. ^ ) ® L R403.1.6 FOUNDATION ANCHORAGE 1/0 ------------------------------------------------------------------------------------------------------------------------------ EX SLIDER i ---- t I I O I 1 9 EX.WINDOW EX WINDOW EX WINDOW ; -10 I I I I I I 9'-7" 5'-0" 8 10'-6" 4'- " 4'-3" ' I I I I DINING ROOM A � cv o I Gq<< w �'J %n to BA _ BEDROOM � W �F� R � Z BEDROOM o o I w , I I I 6'-0" LIVING ROOM " ' 'v N I EX RIDGE EX RIDGE t I I I I � ____ _VIL__ I o KITCHEN EXISTING '� I -------oLct------ ; ROOF RAFTERSGq BATH5 in ``F`�q z 9'-7„ `'' ; � w tO uxi t 1777 13'-2" Lu I ---- I o EX WINDOW ------------------------------------------------------------------------- I � I I I 1 1 I EX WINDOW o BEDROOM ' I I I I I I I I I 12'-11" L ; , , I 1 3'-3" ; /—PROPOSED GARAGE CONVERSION ; L„ ; - i , EXISTING � EXISTING t ' I ROOF RAFTERSX ROOF RAFTERS z@ I 1 i I 1 ZO I ¢uI I I I I I I t M a 36"RAILING W/2"BALUSTERS @ 4"O.C. ►----- � o coADDITIONAL STEPS I z TO BE ADDED 2°X 8° g 1 o" OG ' I I W ® CEILMG JOISTS IPr \ o o ; SEAL _ o I I I EKED ARC x = �SJ��N.K. TFh���` `;' '/' -A o- Q I o PROPOSED i i o a DEN N a i � z , ui I N 1 o I h cp 2"X S" I6" OC o I x ' I ® _ � EXISTING EXISTING I i CEILING JOISTS ; ROOF RAFTERS W ROOF RAFTERS i lF 0 F N I I I , I I I I , I t i EX WINDOW EX WINDOW i ; iL------------ ----------------J 22'-0" L---. ---------- ----------------------------------------------- ---J co M A A o cy 4 z i w W PROPOSED FIRST FLOOR PLAN EXISTING ROOF PLAN Q 1/4"=1'-0- m C Y W = O O Z w LL 0 1 ci z U w tY SMOKE&CARBON MONOXIDE DETECTORS: w w _ -j W PROPOSED FIRST FLOOR PLAN PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 O (j 0 Q PROVIDE CARBON MONOXIDE DETECTORS INSTALLED a 0- "4. Z) N BRACING METHOD : CS-WSP SEE SHEETS #12 #13 &#14 Q 1/4"=1'-0" AS PERIFC915ANDTHE2017NYSSUPPLEMENT. ALL DETECTORS TO BE HARDWIRED N U m &INTERCONNECTED LATERAL BRACING HOLD —DOWN LOCATION ors LB TOP 4 BOTTOM EGRESS: SEE DETAILS A,B,C SHEET 15 PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 0 INDICATES LOCATION SHEAR WALL HOLD-DOWN ESCAPE.IN CONFORMANCE WITH 2O15 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL U) W BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 5 SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET@ GRADE LEVEL WHEN GRADE W V (TO BE INSTALLED AS PER N.Y.S.CODE) NEW CONSTRUCTION TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH W ALL FASTENERS SHALL BE INSTALLED WITH STRICT OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. Z J m ACCORDANCE W/MANUFACTURER SPECIFICATIONS N___ _ TO BE REMOVED w CL _______ ___ __ w � HOLDDOWN CONNECTION NOTE NOTE! w -HOLDDOWNS SHOWN ON FOUNDATION Q 0 EXIST'G STRUCTURE PLAN ARE CONNECTING FOUNDATION Q Q p 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND TO FIRST FLOOR POSTS ABOVE. 0 0 _ HOLDDOWNS SHOWN ON FIRST FLOOR DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND Q w I� PLAN ARE CONNECTING FIRST FLOOR STAIR WELL OPENING.(PROVIDE METAL JTS. Z w _ LEGEND TO SECOND FLOOR HANGERS AS REQ'D) Q ~ C7 v DOUBLE ROOF RAFTERS AND TRIMMERS AROUND w 0 W U SKYLIGHTS(PROVIDE METAL JTS.HANGERS AS REQ'D) 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS 0 0Y U N L.V.L.,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO v o- W w ZLu N FOUNDATION,,FTG'S,AND OTHER STRUCTURAL O Z � _ _ wI Lo N GIRDERS OR HEADERS AS NECESSARY. a U (J—n Q w o 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE,BEHIND ANY DWG NO SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED PORCH'S. (ETC) e3 -- 1/0 N TO E N E TI G EX TI G WI D WH / 1ILULL T M' 1 11 U Ll I u 11 Lu CONT RIDGE VENT ➢ PROPOSED GARAGE CONVERSION i I EX.2"X 10"RIDGE -------------------- ------------------ EXISTING CONC.FOUNDATION WALL i I ----------------------------------------------------------' i ' EXISTING CONC.FOOTING EX.2"x 8"RR 16"oc , r-------------------------------- ------------------------- d �I i 1/2"PLYWOOD SHEATHING � I #15 FELT ASPHALTSHINGLES I I I EXISTING CONC.FOUNDATION WALL EX.2"x 8"CEILING JOISTS @ 16"oc i I I I I L________________________EXISTINGCONC.FOOTING EX.2"x4"STUDSI6"oc , , ---------------------------------1----------- 30 INSULATION W/ EX.1/2"CDX PLYWOOD SHEATHING i 2"GYPSUM BOARD. EX.VAPOR BARRIER -19 INSULATION W/ f /2"GYPSUM BOARD. EX SIDING i z PARTIAL FRONT ELEVATION I FUR OUT WALL FOR PROPOSED I EXISTING O NEW INSULATION DEN OEDROOM I w 2"x 8"P.T.FLOOR JOISTS @ 16"oc i 1/4"=1' 0" 3/4"SUB FLOOR GLUED AND NAILED I ' I , SOLID BLOCKING I i SEAL � R-30 INSULA ION W/ I TT SILL SEALER i "GYPSUM BOARD. GIRDER AS PER PLAN i ARE D ARC ANCHOR BOLTS 5/8"DIA.@6RMONG 4'0 C \��'�N.K. MAX(SEE DETAIL) Q) 7 2-2"x6"CCA SILL u ;,.` < cn c r k EX.CONC.FOUNDATION WALL I '�,_ EX.SLAB ON GRADE-----,", EXISTING CELLAR F of NE�z' EXISTING CONC.FOOTING ' \ PROVIDE CLASS 1 (POLYETHYLENE-FILM) ------------------------------------------ - 6 MIL.VAPOR BARRIER OVER EXISTING CONC LAB SECTION VIEW 00 A i/4"=1'-0" 6 11 ao I— 00 wM N W 0 NE 6 D_ W _D D WI DW / W I lul a all (1) —LLLUL / m cl IjLtu W 0 Y = 0 } 0 EXI$ N IDI LL LLi Z QR I w Z) -j ui J of Q J O 0 0 I I 0- dc' EXISTING CONC.FOUNDATION WALL i O cal U �C'4 m I rL----------------------------------------4 EXISTING CONC.FOOTING - I------------------------------- --------- I I EXISTING CONC.FOUNDATION WALL O (n W w U W COrj---------------------- � W U C5 EXISTING CONC.FOOTING Z - J o (V � J m N PROPOSED PARTIAL RIGHT SIDE ELEVATION W W _ 1/4"-1'-0" Q < O w O (D -�' Q w z w 1 Q J 0 ¢) 'd W 0 W � O I- C) w 0- W w Z N O z > i = w 00 J J 0 W ~) a a. U (� Q �- p DWG NO 4 10 PROVIDE TO JOIST APPENDIX J ANALYSIS ALTERATION LEVEL 1 2 Et ADDITIONS � RIDGE TO EACH ROOF TYPICAL 6 NEW C0N5TRUCTI 1 1/4" x 20 GAUGE GALV. STRAP TYPICAL.20' LONG EACH ROOF RAFTER ( 4 )sct NA1L8 ALL WORK SHALL COMPLY WITH SEC. AJ101, AJ102, AJ103, AJ104 AND AJ105 OF OF THE 2020 NYS RESIDENTIAL CODE EACH END SEC. AJ102.1: EXISTING BUILDINGS - LEGAL OCCUPANCY VERIFIED. EA ROOF RAFTER SEC. AJ102.1.1: ADDITIONS, ALTERATIONS AND REPAIRS - PROPOSED WORK SHALL NOT CAUSE EXISTING STRUCTURE TO BECOME UNSAFE. OR AFFECT PERFORMANCE OF THE BUILDING. 12 , o SEC. AJ102.3: NON-CONFORMING FEATURES - WORK SHALL NOT CAUSE EXISTING SRUCTURE TO BE IN VIOLATION WITH ANY OF THE VARIES ° . PROVISIONS OF THIS CODE. ROOF RAFTERS(SEE PLAN)1/2" EXTERIOR GRADE PLYWOOD SHEATHING SEC. AJ102.2: REQUIREMENTS BY CATEGORY OF WORK - ALTERATION TO CONFORM WITH THE REQUIREMENTS OF SEC. M5 FELT AJ501 AND THE REQUIREMENTS FOR RENOVATIONS. ASPHALT SHINGLES (AS SELECTED BY OWNER) SEC. AJ104.1.1: ENERGY EFFICIENCY; ADDITIONS, ALTERATIONS AND REPAIRS - PROPOSED WORK SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. SEC. AJ104.1.2: CHANGE IN OCCUPANCY OR USE - NO CHANGE IN OCCUPANCY OR USE. CEILING LOTION (SEE PLAN) SEC. AJ104.1.3: CHANGE IN SPACE CONDITIONING - NO CHANGE IN SPACE CONDITIONING. BAtT INSULATION (SEE PLAN) SEC. AJ105.1: PRELIMINARY MEETING - AS PER CODE ENFORCEMENT OFFICIAL. r - SEC. AJ106.1: BUILDING EVALUATION - AS PER CODE ENFORCEMENT OFFICIAL. SEC. AJ301.2: WORK AREA - IDENTIFIED ON PLANS. SEC. AJ302: REPAIRS - NOT APPLICABLE. SEC. AJ303: ALTERATION LEVEL 1 - SHALL COMPLY WITH PROVISIONS OF THIS SECTION. ` SEC. AJ304: ALTERATION LEVEL 2 - APPLICABLE. FASCIA �` %' `�� 3" CONTINUOUS SOFFIT VENT SEC. AJ304.2: APPLICATION - WORK SHALL COMPLY WITH SECTION AJ5 AND SECTION AJ6. � i � SEC. AJ305: CHANGE OF OCCUPANCY - NOT APPLICABLE. SIMPSON STRONG-TIE H2 ��� i SEC. AJ306: ADDITIONS - APPLICABLE. 6 16"oc(EACH SIDE) �,� I r SEC. AJ307: HISTORIC BUILDINGS - NOT APPLICABLE.. i SEC. AJ308: RELOCATED BUILDINGS - NOT APPLICABLE. SEC. AJ309: REPLACEMENT - NOT APPLICABLE. SEC. AJ5. ALTERATIONS LEVEL 1 SEC. AJ502.1: INTERIOR FINISHES - ALL NEWLY INSTALLED FINISHES COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF CHAPTER 3 OF THIS CODE. SEC. AJ502.2: MATERIALS AND METHODS - ALL NEW MATERILAS AND METHODS SHALL COMPLY WITH THE REQUIREMENTS OF THIS CODE. of SEC. AJ502.3: REPLACEMENT DOOR AND WINDOW DIMENSIONS - NOT APPLICABLE. SEC. AJ502.4: REROOFING - WORK SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 9. I i SEC. AJ502.4.2: STRUCTURAL AND CONSTRUCTION LOADS - STRUCTURAL ROOF COMPONENTS CAPABLE OF SUPPORTING ROOF COVERIG SYSTEM. VINYL SIDING(AS SELECTED BY OWNER) R-3 RIGID INSULATION RD % I _ I SEC. AJ502.4..3: RECOVERING VRS REPLACEMENT - EXISTING ROOF CCOVERINGS TO BE REMOVED ENTIRELY BEFORE NEW ROOF COVERINGS ARE z TYVEK BUILDING WRAP INSTALLED. 1/2" EXTERIOR GRADE PLYWOOD SHEATHING o i SEC. AJ502.4.6: FLASHING - ALL FLASHING TO BE INSTALLED WITH APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. ALL METAL w 2"x 4" STUDS 16"oc , I I 3 1/2" BATT INSULATION R = 15.0 -. ( FLASHING TO WHICH BITUMINOUS MATERIALS ARE APPLIED TO BE ADHERED SHALL BE PRIMED PRIOR TO INSTALLATION. 1/2" GYSUM BOARD SEC. AJ503.1: MEANS OF EGRESS GENERAL: SHALL COMPLY WITH SEC 702 OF THE 2015 IPMC. 1 � � SEAL SIMPSON STRONG-TIE FTA A 16"oc oR SEC. AJ504.1: FIRE AND LIFE-PROTECTION - GENERAL-LEVEL OF FIRE PROTECTION MAINTAINED. Ep ARC 1 t/4" x 20 GAUGE GALV.STRAPPING, I I % SEC. AJ504.2: SMOKE ALARMS - SMOKE ALARMS PROVIDED. 5� N.K. T EXTENDED 12" BEARING FROM FLOOR F FRAMING EACH DIRECTION 6 EACH STUD i ;' SEC. AJ504.3: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. y;' . Q +�' ' SEC. AJ505.3: REROOFING STRUCTURAL AND CONSTRUCTION LOADS - STRUCTURAL COMPONENTS ADEQUATELY PROVIDED. SEC. AJ506.1: MECHANICAL - NOT APPLICABLE (NO NEW MECHANICAL SYSTEM). 2- 2"x 4" TOP PLATE - SEC. AJ507: PLUMBING - NOT APPLICABLE. r _ti SEC. AJ508: ELECTRICAL - TO COMPLY WITH CHAPTER E33 THROUGH CHAPTER E42. 9TF 0 EA Jo F N --------------------- SEC. AJ6: ALTERATIONS LEVEL 2 SEC. AJ601.4: NONCONFORMITIES - WORK DOES NOT INCREASE THE EXTENT OF NONCOMPLIANCE. o i SEC. AJ601.5: FLOOD HARZARD AREAS - NOT APPLICABLE. SEC. AJ602.1: SEPARATION REQUIRED - NOT APPLICABLE. I I SEC. AJ602.2: WALL AND CEILING FINISH - COMPLIES WITH SEC R315. co SEC. AJ602.3: GUARDS -NOT APPLICABLE. co SEC. AJ603.2: EXIT DOORS -COMPLIES WITH SEC R311.4. o 3/4" SUB FLOOR GLUED AND NAILED / ; SEC. AJ603.3: HANDRAILS -NOT APPLICABLE. Z FLOOR JOISTS (SEE PLAN) ' _ ' SEC. AJ604.1: SMOKE ALARMS - SMOKE ALARMS PROVIDED. WCD GATT INSULATION (SEE PLAN) SEC. AJ604.1: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. W "SIMPSON" CMSTGI6 COIL SCRAP OR SEC. AJ604.3: AUTOMATIC SPRINKLER SYSTEMS - NOT APPLICABLE. Q 1 1/4" x 20 GAUGE GALV STRAPPING, i -- 1 ` , SEC. AJ605.1: STRUCTURAL - GENERAL - NO DANGEROUS CONDITION CREATED. m STRAP EACH STUD 12" MIN.BEARING ; ; _-----------------' SEC. AJ605.2: INCREASED LOADS -NO INCREASED LOADS. p o Y WRAP STRAP UNDER SILL g EACH STUD I SEC. AJ605.3: REDUCTION OF STRENGTH -NO (REDUCTION IN STRENGTH OR STRUCTURAL STABILITY OF BUILDING. Q O Of 2"x 4" SILL i ;' SEC. AJ605.4: NEW STRUCTURAL MEMBERS -NEW STRUCTURAL MEMBERS COMPLY TO THIS CODE. U) SEC. AJ606.1: MECHANICAL - GENERAL -NOT APPLICABLE. z _j z w 2"x b" P.T.SILL i SEC. AJ607.1: PLUMBING - GENERAL -NOT APPLICABLE. u' o0 uT z ANCHOR BOLTS(REFER TO PLANS I ' o _j LL FOR SIZE AND SPACING) i I SEC. AJ608.1: ELECTRICAL - GENERAL -WORK COMPLIES WITH CHAPTER 33 THROUGH 42. W w SILL SEALER ' i SEC. AJ608.2: INCREASED LOADS -NO INCREASE IN ELECTRICAL LOADS. J o 0 0 TERMITE SHIELD I _ SEC. AJ608.3: ELECTRICAL SERVICE -EXISTING COMPLIES. c) , SEC. AJ608.4: GROUND FAULT AND ARD FAULT CIRCUIT INTERRUPTER PROTECTION - COMPLIES AS PER SEC E3802. ��" v m I ii a r I GRADE I iir r . I SEC. AJ608.5: ADDITIONAL ELECTRICAL REQUIREMENTS - NOT APPLICABLE. Ma"Mm a_ �' '� "MBAR(1/2" DIA) 06 I THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE z r r (EXCEPT SLAB AREAS)SHALL BE DAMPROOFED WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. SEC. AJ 8: A D D I T I 0 N S � z all POURED CONCRETE FOUNDATION WALL 1/2" EXPANSION JOINT SEC. AJ802: FIRE AND LIFE-PROTECTION - GENERAL-LEVEL OF FIRE PROTECTION MAINTAINED. Z W J m N ar a SEC. AJ801.3: NONCONFORMITIES - WORK DOES NOT INCREASE THE EXTENT OF NONCOMPLIANCE. O o N 16"x S" DP.POURED CONCRETE FOOTING 4�: �a SEC. AJ802.1: SMOKE ALARMS - SMOKE ALARMS PROVIDED U W 0- =III iI I ,III=1 I Ii SEC. AJ802.2: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. w SEC. AJ803.1: STRUCTURAL - ADDITIONAL LOADS SHALL COMPLY < QO W o SEC. AJ804.1: MECHANICAL - NOT APPLICABLE (NO NEW MECHANICAL SYSTEM). Q w 05 REBAR(1/2" DIA) SEC. AJ805: PLUMBING - APPLICABLE. C� J Cz7 w SEC. AJ806: ELECTRICAL - TO COMPLY WITH CHAPTER E33 THROUGH CHAPTER E42 4 CONCRETE SLAB ON UNDISTURBED BASE w - �)0 W O CK 0 w CL W w Z N Oz > _ = wLO 0 W J J � W �I - TYPICAL WALL SECTION � � U � ¢ ~ � T DWG NO ' S e 10 ICE SHIELD: ALCOA RIDGE VENT. INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPECS. TOGETHER OR SELF- ADHERING POLYMER MODIFIED BITUMEN SHEET. ROOF SHINGLES 1" AIR SPACE 15 FELT PAPER " x 20 GAUGE GALV. I" x 2" BLOCKING. 111411 ROOF SHINGLE. 1/2" CDX PLYWOO STRAP (TYP.)WITH (6)Sd PLYU1000 SHEATHING. COMMON NAILS IN EACH END OF STRAP. I "15 FELT PAPER 1 1/4" x 20 GAUGE GALV. STRAP (TYP)WITH (6)8d COMMON NAILS IN EACH END OF STRAP. I ' 24" MIN, SI1 SON LIP ALL FASTENERS SHALL BE INSTALLED WITH S I s., ACCORDANCE W/MANUFACTURER SPECIFICATI RIDGE BEAM. CATHEDRAL- CLI. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STIR T NOTE: HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 1/4" x 10 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH STF I ADDED TO ROOF RAFTER WHEN STRAP(TYPa WITH (4)Sd qfl ACCORDANCE W/MANUFACTURER SPECIFICATI N CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH St T VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. L55U "SKEWABLE" CONNECTCR [DETAIL "All IAII DETAIL I I I I BY SIMPSON OR APPROVED EQUAL. � ID T A f L T A f L I I I I ICE SHIELD 4 UPLIFT CONNECTION WS. VALLEY FLASHING N.T.S. RIDGE STRAP t VENT l� N.T.S. HURRICANE CLIP N.T.S. R.W512 R.OM3 R W23.1 R.8023J R.W23J R.8025.1(S) R M5.1(13) L/4 MAX. L 5/8"TYPE"X"GYPSUM BOARD 2'-0"MAX CAN'T 5/8"TYPE"I GYPSUM BOARD 1'-4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 4" FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED TO UNDERSIDE OF FLOOR JOISTS 4 INSULATION SHALL FILL FLOOR CAVITY M BACK DOWN WALL STUD SOLID BLOCKING @ EXTERIOR TIGHT TO SUB-FLOOR. R-15 MINERAL FIBER INSULATION PARTITION. BETWEEN HEATED & NON-HEATED THOUGH BOLTS HEAD ►'-4" `" 11 1/2"INSULATION SPACES. STEEL PLATE FIBER STRONG RIM BOARD BY MANUFACTURER @ END OF JOISTS. GARAGE HABITABLE SPACE 1 1/4" x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. LED 1 1/4" x 20 GAUGE GA . STRAP(TYP.)WITH (6)Sd VINYL SOFFIT C FASTENERS SHALL A URER SPECIFICATIONS WITH STRICT SCRAP(TYP)WITH(8)Sd COMMON NAILS IN EACH AS PER PLAN ACCORDANCE W/MANUFACTURER SPECIFICATIONS COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. OVER FL JOISTS 4 DOWN WALL STUD AS PER PLAN DE `�` /� [DETAIL D J� � ; ., ID T A f L I I� I I o CANTILEVER UP-LIFT CONNECTION DETAIL N.T.S. CANTILEVER FRAMING DETAIL 1/2" = I'-0" FIRE SEPARATION s GARAGE WALL N.T.S. 14EADER /STEEL PLATE DETAIL 1/2" = 1'-0" w SEE TJI DETAILS ON SHEET'll SEE TJI DETAILS ON SHEET 411 1 HOUR RATED UL Design No.U333 1/2"GYPSUM BOARD. SEAL 4"FRAMED WALL W/3112" NOTE �� N-K. T Fh iT BATT INSULATION. c, �� 1• ALL STAIRS, HANDRAILS& � ��/ SHEATHING RAILINGS SHALL COMPLY 1` 3/4"SUB-FLOORING w /__�HARDWOOD W/RCNYS SEC.R-311 &R-312 c �� _ SIDING CP FLASHING I TINUOS NT :r j o CON 2 x 4 SILL PLATE z u� R STEEL HANDRAIL 9�F �N A �U W OF NE ' /1 1/2"MIN.FINGER CLR.AND NOT USE A MINIMUM OF _ 11 TJI FLOOR JTS.AS PER PLAN n TO PROJECT MORE THAN 4.5" TWO 8d NAILS THIS SIDE OF TRUSS. " im O FROM THE WALL. 1 114 AIR SPACE 0 0 TOTAL 4-8d NAILS BACK-FLASHING 2"x 4"SILL PLATE ❑ INTOTRUSS. 1/2" MIN. BLANKET INSULATION 3/4" AIR SPACE EXISTING 2"x 8"CEILING JTS. ROOF RAFTER l 3/4" 7 LAG BOLTS TOP BOTTOM e 24" O.G.MAINTAIN 2-2"x 4"TOP PLATE aWOOD STRINGER, fi 00 _ 2 EDGE END DISTANCES. M READS,&RISERS M 00 - 4"FRAMED WALL W13112" 2-8d NAILS 00 INTO PLATES 00 BATT INSULATION. 8-8d NAILS oO 1 1/4"NOSING INTO STUD Simpson Strong-Tie z PRE-MOLDED H7Z w co EXPANSION JOINT. ••MINIMUM WIDTH OF STAIRS TO BE 3'-0" W � w II®II m f II 11 DETAIL[ I D Y RAFTER TIE DETAIL N.TS. W ❑ � Y ROOF VENTILATION HITS. NEW FLOOR OVER EXISTING CEILING P= 1'-0" STAIR AND RAILNG DETAIL HITS. SIMPSON STRONG-TIE HlZ = a0 }O w U) I >_ Z w 3: LL Lu 0 ❑ z U w IY 12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER W w 0 Q o O wZ) _jw ROOF CONNECTION CONNECTION DETAIL HEADER AS 14-16d COMMON NAILS 0 Fn 6 � w Q 5 R.R./C.J. TO DWELLING ❑ ^1 TECO'S 14-16d COMMON NAILS NOTED ON PLANS (BEAM) O N U LO N Q 2"x6"R.R.@ 16"O.C. (BEAM) CO 2"0 R.R.@ 16"O.C. a 3-10d COMMON SEE DECK LATERAL ATTACHMENT 112'LAG.BOLT S SON z DETAIL ON SHEET#15 @ 24"O.C. I I S PPING @ 16" . I • 14-16d COMMON NAIL • AC4 PSON STRONG-TIE ' ( . O SIMPSON 12T 14-16d COMMON NAI AC6RSIMPSON STRONG-TIE W 2"x6"CJ.@ 16"O.C. FILLER TRIP 6 8d COMMON EA IDE (POST) P05TING AS NOTED (POST) • AC6R ly U 2-TAID"HEADER 1/2'LAG.BOLT DECORATIVE MOLDING ON PLAN W W O ('M COV. T@ECO'S O.C. Q (Q J 0 N PORCH U W W ABpson Strong-Tie C7 0 O _ 2"x6"DECKING DECORATIVE MOLDING �,i PsoN w 0 ( O SEE DECK LATERAL ATTACVIENT 2"x6"DECKING 4"x 4"POST ANCHORED IN ' DETAIL ON SHEET#15 2"x6"FLOOR ITS 16"O.C. 8"x 36"FTG.BELOW GRADE y"g�G \:�PSON TsrRAPPiNc @ 16" ° 0 z w@ AND 4"-6"ABOVE GRADEJ6 8d COMMION BOLT @ 16" EA.psiL J UPSON - I W O W 6-8d COMMON u21 o I 112°LAG.BOLT II HGR. c i 6" •• 0 � U N 3-10d COMMON a" ' AB POST BASE BY SIMPSON ••�`•"'��•• � - @ 24"O.C. FILLER STRIP d 2 MINIMUM v a- W w z N ' TECO'S SIDECOVER o 0 W J � _ ' w �, U W �I GRADE 51T ANCHOR BOLT DETAIL 'IN" a (f7 of 04 a F- o @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL DWG NO FLJ TO DWELLING CONNECTOR POST W/CONC. CONNECTION F'ORCH/RAFTER/GIRDER CONNECTION DETAIL N.TS. . II DETAIL II 6 f PtH CONNECTION DETAILS N.TS. -- 1 0 THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE - INSTALL I"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG ,�' -CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. OF SEALANT MAINTAIN EQUAL VENT SPACE / VENTED AIRSPACE CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE-SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION CONTINUOUS BEAD SEC.C501.1: SCOPE -ALTERATION COMPLIES WITH PROVISIONS OFSECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION - OF SEALANT C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 75% OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.35 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID AS AIR BARRIER WINDOW PERIMETER CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.55 SKYLIGHTS) BURNING PILOT LIGHTS - CNNECTINSULATION INSULAVERTICTING SHE ' - ---- ---- - CONTINUOUS BEAD TO BE USED. SGHC U-FACTOR 0.25 NO FUEL GAS LIGHTING EQUIPMENT. CONNECTINSULATINGSHEATING / C SEALANT SEC. R403.1: HVAC CONTROLS - COA�►PLIES TO RIGID INSULATION BAFFLE CONTINUOUS BEAD SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS 1i OF SEALANT SEC C502.1: GENERAL- COMPLIES SEC. R403.3.2: DUCT SEALING - N/A I CONTINUOUS MINIMAL SEC C502.2.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A - EXPANDING FOAM AT WINDOW UNIT AS SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT CONTINUOUS MINIMAL C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 1 1/2"RIGID INSULATION WINDOW PER METER SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD WINDOW UNIT AS OF SEALANT SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.5.1. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER CONTINUOUS BEAD OF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER OF SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM OF CONTINUOUS BEAD C SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY PETAL � SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. CONTINUOUS BEAD OF ADHESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S C SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT k; e OFF SEALA TS BEAD SEC.C503.5: SERVICE HOT WATER SYSTEMS -COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. FULL WIDTH OF MUDSILL FOUNDATITABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION �i,��i/�` CONCRETE BARRIER WALLAS /' VOF UOUS BEAD /\\%\\\a CONCRETE SLAB AS LANT j\\j/\\' e AIR BARRIER COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA �.' VENTED AIRSPACE //\ ATTIC INSULATION \ A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or /' '\ the building envelope. a sealing material. narrow cavities shall be filled by insulation Narrowcavrties INSTALL I"RIGID ROUGH CUT , __ _ ____ ____ _ The exterior thermal envelope contains a that on installation readily conforms to the AROUND VENTILATION CHUTE /' General requirements continuous air barrier. available cavity space. -AIR SEAL PERIMETER WITH Breaks or joints in the air barrier shall be EXPANDING FOAM SEALANT sealed. Air sealing shall be provided between the The air barrier in any dropped ceilinglsoffit The insulation in any dropped ceilinglsoffit Garage separation garage and conditioned spaces. shall be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT AIR SEALING DETAIL gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building Ceilinglattic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC N.T.S. Access openings,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL The junction of the foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, shall be sealed. walls shall be insulated by completely filling Plumbing and wiring or insulation that on installation readily EXTERIOR INSULATED WALL The junction of the top plate and the top of the cavity with a material having a thermal conforms to available space shall extend exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Walls Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs DETAIL RIGID INSULATION SHEATHING walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. "R VALUE/THICKNESSPER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space betweenvdndow/door jambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER framing,and skylights and framing shall be Electrical/hone box on exterior walls electrical or communication boxes or z Windows.skylights and doors P O sealed. air-sealed boxes shall be installed. HVAC register boots that penetrate building w Rim joists shall include the air barrier. Rim joists shall be insulated. thermal envelope shall be sealed to the 2X LEDGER ON TOP OF Rim joists HVAC register boots subfloor or drywall. RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shall on be sealed in a manner ARC p only ATTIC INSULATION y framing cavity insulation shall be permitted that is recommended b the manufacturer. �`� � K• Floors(including above garage and Y y to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not J 1, cantilevered floors) p 9 sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler s A o J the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING X- from the bottom to the top of all perimeter p 9 r �✓ floor framing members. SHEATH INTERIOR OF • - ' �� ATTIC ACCESS TO +1"OF INSULATION LEVEL r--------- Exposedl earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue I q c O Crawl space walls shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION with overlapping joints taped. the crawlspace walls. space shall be sealed. O F N E ACCESS PANEL DRAW ACCESS PANEL SNUG TABLE R402.1.2 WITH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a � M 'RIM ASREQUIRDED �- FINISHED CEILING GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL ZONE U-FACTOR b U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R VALUE R-VALUE &DEPTH R-VALUE K -" �E TA I L 1� T 11. co h AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S 00 4 0.32 0.55 0.40 49 20 OR 13+5 8113 19 10113 10.2 FT 1011300 RIGID INSULATION SHEATING o h z M 5 0.30 0.55 NR 49 20 OR 13+5 13117 309 15119 10.2 FT 15119 l t W `° i 20+5 6 OPTION 1 0.30 0.55 NR 49 OR h 15120 30g 15119 10.4 FT 15119 I I (n 13+10 I I Q 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 30g 15/19 10.4 FT 15119 � Y NR=Not Required. f' j j 2 p O For 51: 1 foot 304E mm. 4 -�- PREFAB ATTIC INSULATION W r FIREPLACE UNIT Lz-L•- _O Z 0 Z A R-VALUES ARE MINIMUMS.U-FACTOR5 AND SHGC ARE MAXIMUMS.WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED U W LABEL OR DESIGN THICKNESS OF THE INSULATION,THE INSTALLED R-VALUE OF THE INSULATION SHALL 6E NOT LESS THAN THE R-VALUE C)SPECIFIED N THE TABLE. W W O Q O r RIGID INSULATION"R-VALUEIDEPTH PER CLIMATE" J B. Tl-E FENESTRATICN U-FACTOR COL"EXCLUDES SKYLIGHTS.THE SHGC COLUl N APPLIES TO ALL GLAZED FENESTRATION INSULATED EXTERIOR � '� _ 0 _ C. "10/13"MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR h STUD WALL 0 C) OF THE BASEMENT WALL 95/19"MEANS R-15 CONTINUOUS INSULATION ON THE NTERIOR OR EXTERIOR OF THE HOME OR R-113 CAVITY a. o ,I INSULATION AT THE INTERIOR OF THE BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH"15/19"SHALL BE R-13 CAVITY INSULATION `r = N Q ON THE NTERIOR CF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. INSTALL INTERIOR cat U m INSTALL PRIOR TO � D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INTALLATION OF PREFAB MECHANICAL LATCH TO INSULATION R-VALUE FOR SLABS.AS INDICATED,IN THE TABLE.THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE FIREPLACE UNIT ATTIC FLOOR FRAMING PRESSURE SEAL AT �S REQUIRED TO EXTEND BELOW THE SLAB. E RESERVED WEATHERSTRIPPING z F. RESERVED. a ALTERNATIVELY,NSU.ATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19 A I R SEALED L E D WA L L o o � H. THE FIRST VALUE 15 CAVITY INSULATION,THE SECOND VALUE 15 CONTINUOUS INSULATION,THEREFORE,AS AN EXAMPLE,"13+5"MEANS R-13 CAVITY INSULATION PUS R-5 CONTINUOUS INSULATION. I. MASS WALLS SHALL Bi IN ACCORDANCE WITH SECTION R40225.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE z ti N.T.S. COMPRESSIBLE WEATHERSTRIPPING W V z INSULATION 15 ON THE 1TERIOR OF THE MASS WALL O AT PERIMETER OF ENCLOSURE MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT z -1 m N TABLE R402.1.4 a ATTIC INSULATION O Co J o N 0 o MANUFACTURED PULL V � EQUIVALENT U-FACTORS 0 DOWN STAIR W Q 0 ATTIC TRUSS ��WOOD FRAME FLOOR ASSEMBLY Q - CLIMATE FENESTRATION SKLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE WQ � Or ZONE U-FACTOR U-ACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL b U-FACTOR U-FACTOR z w 11 4 0.32 55 0.026 0.060 0.098 0.047 0.059 0.065 AL I _JJ Q 5 0.30 55 0.026 0.060 0.082 0.033 0.050 0.055 - n c ��TA I L W U - - - - _ _ p W � �- s 0.30 C5 o.o2s D.o45 o.oso 0.033 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 0 W I- 0 A. NONFENESTRATION U-FACTC5 SHALL BE 05TANED FROM MEASUREMENT,CALCULATION OR AN EXPALL CEIINGLING SEALANT AT PEIMETER a. w 0 W w _17z N APPROVED SOURCE. DRYWALL CEILING 0 w J = W w B. MASS WALLS SHALL BE IN I'•CORDANCE WITH SECTION R40225.WHERE MORE THAN HALF THE RECESSED LIGHTING FIXTURE a � U � Q � of � INSULATION IS ON THE INTEM THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.081 IN CLIMATE ZONE 4 EXCEPT MARNE,OA5 N CLIMATE ZON1=5 AND MARNE 4,AND 0.051 IN CLIMATE ZONE 6. CONTINUOUS BEAD OF SEALANT C. IN WARM-HUM10 LOCATIONS$DEFINED BY FIGUIRE R301.1 AND TABLE R30U,THE BASEMENT WALL DWG NO U-FACTOR SHALL NOT EXCED 0". 1:)ETA I L jet& EPETA I L 7 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 10 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE _ 2020 RESIDENTIAL CODE OF NEW YORK STATE FIGURE R602.10.7 NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND TABLE R602.10.3(1) END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION ITEM OF FASTENER a,b,c BUILDING ELEMENTS OF FASTENER a,b,c LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED 14 Blocking between ceiling joists or rafters 16d common (3 1/2"x 0.1621 16"o.c.face nail EXPOSURE CATEGORY B ROOF to top plate 16d box(3 1/2"x 0.135");or 30- FOOT MEAN ROOF HIEGHT MINIMUM TOTAL LENGTH (FEET)OF BRACED WALL PANELS 4-8d box(2 1/2"x 0.113'1 or 3"x 0.131"nails 12"o.c.face nail 10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 1 Blocking between ceiling joists or rafters to top 3-8d common(2 1/2"x 0.131' :or Toe nail ( ) 15 Bottom plate to joist,rim joist,band joist or 3-16d box(31/2"x 0.135") ;or 3 each 16"o.c.face nail 2 BRACED WALL LINES I� CONTINUOUSLY SHEATHED I_ CONTINUOUSLY SHEATHED plate 3-1 Od box(Y x 0.128"):or 2-16d common(31/2"x 0.162'1;or 2 each 16"o.c.face nail METHODS F �y- 3-3"x 0.131"nails blocking(at brace wall panel) ULTIMATE DESIGN BRACED WAIL LINE METHODS BRACED WALL LINE BRACED WALL LINE 4-3"x 0.131"nails 4 each 16"o.c.face nail WMD SPEED SPACING b DWB,UJSP SFB, i 4-8d box(2 1/2"x 0.113")or (Mtn) STORY LOCATION (FEET) METHOD LIB METHOD G5 FE35 PCP,1411011CS-UJSP,CS-G, / 2 Ceiling joists to top plate Per joist,Toe nail 4-8d box 21/2"x 0.113 or GS-PF 3-8d common(2112"x 0.131"):or ( '�: BV-WSP,A13W,PFH, 3-10d box(3"x 0.128"):or 3-16d box(3112"x 0.135'1;or 3-3"x 0.131"nails 4-8d common(2112"x 0.131");or Toe nail PFG Lill Ll - 4-10d box(3"x 0.128");or 10 4 0 4 0 25 2 0 [][][I 3 Ceiling joist not attached to parallel rafter,laps 4-1 Od box(Y x 0.128");or Face nail 16 Top or bottom plate to stud 4-3"x 0.131"nails 20 ID -1.0 4.0 35 over partitions[see Sections R802.3.1,R802.3.2 3-16d common(3 1/2"x 0.162"0;or and Table R802.5.1(9)) 4-3"x 0.131"nails 3-16d boz(31/2"x 0.135'1;or 30 105 105 6.0 5.0 2-16d common(31/2"x 0.162");or End nail 40 135 135 8.0 65 /ELIE Ceiling joist not attached to parallel rafter 3-1 Od box(3"x 0.128");or 50 165 165 95 8.0 4 Table R802.5.1(9) Face nail 3-3"x 0.131"nails (heel joint)[see Sections R802.3.1 and R802.3.2 and Table R802.5.1(9)] 3-10d box(3"x 0.128'1;or 6 9 195 I15 95 RETURN 17 Top plates,laps at comer s and 2-116d common(31/2"x 0.1621;or Face nail 10 Z5 "15 45 35 HOLD-DOWN intersections .5120 PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT 3-3"x 0.131"nails 5 Collar tie to rafter,face nail or 1 114"x 20 a. 4-10d box(3"x 0.128');or20 14.0 14.0 8.0 1� END OF BRACED WALL LINE END OF BRACED WALL LINE 9 Face nail each rafter 3-1 Od common(3"x 0.148");or ridge strap to rafter 3-8d box(2 1/2"x 0.113'1;or 30 20.0 20.0 115 95 END CONDITION 1 END CONDITION 2 4-3"x 0.131"nails 18 1"brace to each stud and plate 2-8d common(21/2"x 0.131"); or Face nail 40 255 255 15.0 125 3-16d box nails (3 1/2"x 0.1135");or 2 toe nails on one side and 1 toe nail 2-1 Od box(3"x 0.128");or 50 315 315 16D 155 6 Rafter or roof truss to plate 3-10d common nails (3"x 0.148'1;or 2 staples 13141, 60 3-15 3"15 215 185 on opposite side of each rafter or 4-10dbox(3"xo.128"); or CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED truss 10 NP 11.0 65 55 43"x 0.131"nails 19 1"x 6"sheathingto each bearing 3-8d box(21/2"x 0.113'1;or r� �"- � +--�- 4-16d (3112"x 0.135");or 9 2-8d common(2112"x 0.131"); or Face nail 20 NP 205 115 10-0 BRACED WALL LINE r 3-1 Od common(3112"x 0.1148'1; or Toe nail 2-1 Od box(3"x 0.128");or 30 NP 29.0 11.0 145 BRACED WALL E 4-10d box(3"x 0.128'1; or 2 staples,l"crown,l6 ga.,1 3/4"long 40 NP 38D 22.0 185 'L 7 Roof rafters to ridge,valley or hip rafters or 4-3"x 0.131"nails 3-8d box(2112"x 0.113");or 3, 50 NP 4-7D 21.0 23.0 roof rafter to minimum 2"ridge beam 3-16d box(31/2"x 0.135") ;or End nail 3-8d common(2112"x 0.131"); or 2-16d common(31/2"x 0.10);or 3-10d box(3"x 0.128");or 60 NP 555 32.0 2l.0 3-10d box(3"x 0.128'1; or 20 1'x 8'and wider sheathing to each bearing 3 staples,1"crown,16 ga.,13/4"long Face nail 3-3"x 0.131"nails 10 45 45 25 25 IST FL Wider than 1"x 8" WALL 4-8d box(2 1/2"x 0.113); or 20 85 85 5 0 4.0 3-8d common(2112"x 0.1311 ;or 30 12.0 12Z _1.0 6.0 � 8 Stud to stud(not at braced wall panels) 16d common (31/2"x 0.162") 24"o.c.face nail 3-10d box(3"x 0.1281;or 40 155 155 9.0 15 RETURN 10d box(3'x 0.128");or 4 staples,1"crown,16 ga.,13/4"long �` 50 195 195 11.0 95 PANEL D Y x 0.131"nails 16"o.c.face nail 48"MINIMUM BRACED WALL PANEL , 9 Stud to stud and abutting stud at intersecting 16d box(3 1/2"x 0.135");or 12"o.c.face nail FLOOR 60 23 0 23 0 13 0 1I 0 10 MAX FIRST ALL BRACED AT END OF BRACED WALL LINE 3"x 0.131"nails 10 85 85 5.0 45 *SEE REQUIREMENTS wall comers(at braced wall panels) 16"o.c.face nail 4-Sd box(2 1/2"x o.113); or END CONDITION 3 END CONDITION 4 16d common(31/2"x 0.162") 21 Joist to sill,top plate or girder 3-8d common(21/2"x 0.131") ; Toe nail 130 or 20 16 0 16 0 95 8.0 < 16d common(3112"x 0.162") 16"o.c.each edge face nail 3-1 Od box(3"x 0.128");or 30 23.0 23.0 135 115 10 Built-up header(2"to 2"header with 1/2"spacer) 3-3"x 0.131"nails REQUIREMENTS 16d box(3112"x 0.135") 12"o.c.each edge face nail 40 30.0 30.0 1-15 15.0 CONTINUOUSLY SHEATHED 8d box(2 1/2"x 0.113") 4"o.c.toe nail 50 3-10310 215 18.0 5-8d box(2 1/2"x 0.113");or BRACED WALL LINE RETURN PANEL:24 FOR BRACED WALL LINES SHEATHED WITH 11 Continuous header to stud 4-8d common(2 1/2"x 0.131"); or toe nail 22 Rim joist,band joist or blocking to sill or 8d common(2 1/2"x 0.131");or 60 44.0 44.0 25D 215 WOOD STRUCTURAL PANELS 32"FOR BRACED WALL 4-10d box(3"x 0.128") top plate(roof applications also) 10d box(Y x 0.128");or 6"o.c.toe nail 10 NP 13.0 Z5 65 LINES SHEATHED WITH STRUCTURAL FIBERBOARD 3"x 0.131"nails 20 NP 24.0 135 115 16d common(3112"x 0.162") 16"o.c.face nail DISTANCE D:24"FOR BRACED WALL LINES SHEATHED WITH 12 Top plate to top plate 3-8d box (21/2"x 0.113'1;or 30 NP 345 195 11.0 1Od box(3"x 0.128");or 12"o.c.face nail 23 1"x 6"subfloor or less to each joist 2-8d common(2 1/2"x 0.131");or face nail WOOD STRUCTURAL PANELS 32"FOR BRACED WALL 3"x 0.131"nails 3-10d box(3"x 0.128");or 40 NP 445 255 22.0 LINES SHEATHED WITH STRUCTURAL FIBERBOARD Double top plate splice for SDCs A-D2 with 8 16d common(3112"x 0.162");or 2 staples,1"crown,16 ga.,13/4"long 50 NP 55 0 315 265 seismic braced wall line spacing<25' 12-16d box(3 1/2"x 0.1351;or face nail on each side of end joint ro0 NP 65.0 3-15 315 12-1 Od box(3"x 0.128");or (minimum 24"lap splice length each 3-16d box(31/2"x 0.135");or Blind and face nail HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE 13 12-3"x 0.131"nails side of end joint) 24 2"subfloor to joist or girder 2-16d common(3 1/2"x 0.162") DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND Double top plate splice SDCs DO,D1,or D2; 10 55 55 3 0 25 TO THE FOUNDATION OR FLOOR FRAMING BELOW rn and braced wail line spacing>25' 12-16d(3112 x 0135") 20 10.0 10.0 55 5.0 O 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135");or At each bearing,face nail 30 14.0 14D 8.0 10 _ 2-16d common(31/2"x 0.162") Q HOLD-DOWN IL�1) 40 18.0 18.0 105 9.0 > 3-16d common (3 1/2"x 0.162") 50 225 225 13.0 110DEVICE FIRST BRACED Ww 26 Band or rim joist to joist 4-1 Od box(3"x 0.128");or End nail 60 265 265 15.0 13.0 END CONDITION 5 WALL PANEL 4-3"x 0.131"nails;or 10 10 0 10 0 6 0 5 0 SEAL 4-3"x 14 ga.staples,7/16"crown FOR SI:1 INCH=25AMM,1 FOOT=304.8 MM,1 POUND=4.48 N 20 185 185 110 9.0 FZE� A R 20d common(4"x 0.192");or Nail each layer as follows:32"o.c. .5140 5�� N K j Cy/ at top and bottom and staggered. 30 210 2'1.0 155 13.0 t�� F,y I 10d box(3"x 0.128");or 24"o.c.face nail at top and bottom 40 35.0 35D 20D 1-L0 �� �� r l A 27 Built-up girders and beams,2 inch lumber 99 PP _ n ��1 3"x 0.131"nails staggered on opposite sides 50 43D 43D 245 210 � � 1•, : o � layers And: 60 51.0 51.0 29.0 250 2-20d common(4"x 0.192");or Face nail at ends and at each "k" ' 3-10d box(3"x 0.128");or splice 3-3"x 0.131"nails 10 NP 150 85 '15 r 20 NP 215 Iro.0 135 9T = 4-16d box (3 1/2"x 0.135");or 30 NP 395 23.0 195 F �F 28 Ledger strip supporting joists or rafters 3-16d common(3 1/2"x 0.162");or At each joist or rafter,face nail 4-1 Od box(3"x 0.128");or 40 NP 515 295 25.0 4-3"x 0.131"nails 50 NP 635 365 31D 29 Bridging to joist 2-1 Od(3"x 0.128") Each end,toe nail 60 NP 155 43D 365 TABLE R602.10.3(2) WIND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 0 ADJUSTMENT FACTOR a,b ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS 000 TABLE R602.10.3(1)BY THIS FACTOR] 00 FIGURE 13602.10.2.2 z r, 2020 RESIDENTIAL CODE OF NEW YORK STATE ONE-STORY B 1.00 LOCATION OF BRACED WALL PANELS W 0 STRUCTURE C 1.20 FOR SI:1 FOOT=304.8 MM W TABLE R602.3(3) D 1.50 W REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a^c TWO-STORY B 1. 0 m 1 EXPOSURE CATEGORY STRUCTURE C 1.30 Y MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN D 1.60 NOMINAL PANEL NAIL SPACING WIND SPEED V ult B 1.00 W o 0_ W STRUCTURAL MAXIMUM WALL PANEL (mph) THREE-STORY C 1.40 PENETRATION PANEL SPAN STUD SPACING SIZE THICKNESS EDGES FIELD windexposure category STRUCTURE (INCHES) RATING (INCHES) (INCHES) D 1.70 Z � w W 6d COMMON (INCHES O.C.) (INCHES O.C.) B C D 0.70 10'MAX 20' MAX L 1 O'MAX (0 L.L 00 z (2.0"x 0.113") 10 FEET 1 1.5 24/0 1/2" 16 6 12 140 115 110 <_5 FEET ROOF ONLY 15 FEET 1130.00 M3 BWL2 BWLi a > 0 Q 8d COMMON 1.75 24i16 7/16" 16 6 12 170 140 135 20 FEET 1.60 __ __ __ (2.5"x 0.131") <5 FEET ALL METHODS / -� J J Q CL � � r` r. W o 24 6 12 140 115 110 0 85 X N U Cn 2 ROOF AVE-HEIG O-RIDGE ROOF+1 FLOOR 15 FEET 1.15 i i 0 a m FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m/s. 20 FEET 1.30 i i W_ _C) a A.Panel strength axis parallel or perpendicular to supports.,Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with <5 FEET 0.90 , , M panel strength axis perpendicular to supports. 10 FEET 1.00 LL N B.Table is based on wind pressure acting toward and awayr from building surfaces in accordance with Section R301.2.Lateral bracing requirements shall be in ROOF+2 FLOORS 15 FEET 1.10 I I I 0 accordance with SectiorR602.10. 20 FEET NOT PERMITTED W U C.Wood structural panels ith span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c. g i i i z or 24 o.c shall be permittd as an alternate to panel with a 24116 span rating.Wall-16 and Plywood siding 16 o.c.shall be used with studs spaced not 8 FEET 0.90 N I ( I z W W O M more than 16 inches on arter. WALL HEIGHT 9 FEET 0.95 o z - J m N 3 ANY STORY 10 FEET 1.00 ADJUSTMENT 11 FEET 1.05 W W o N 12 FEET 1.10 v W W O 2020 RESIDENTIAL CODE OF NEW YORK STATE NUMBER OF BRACED 3 1.30 �, � m a Q o TABLE R602.10.4 4 WALL LINES(PER ANY STORY 4 1.45 /' __ I A Q � T BRACING METHODS DIRECTION) z 5 1.60 I -� m Z W �1 Continuous Sheathing Method FASTENED TO THE END 0° J U) STUDS OF EACH BRACED DWB,WSP,SFB L 20'MAX L L 20' MAX W 0 W 5 ADDITIONAL 800-POUND TOP STORY ONLY NOTE:CONTINUOUS SHEATHING L U CONNECTION CRITERIA WALL PANEL AND TO THE 0.80 PBS,PCP,HPS, METHOD, MATERIAL MINIMUM THICKNESS FIGURE HOLD DOWN DEVICE MERTIONSO THE BRACED FRAMED FOUNDATION OR FRAMING BELOW PORTIONSOFTHEBRACED � � O � WALLLINETOBESHEATHED. 0 �. W z N Fasteners Spacing W 0 z _ DWB WSP SFB o uj _I = W OMITTED FROM INSIDE FACE ❑ W _ W < 6 INTERIOR GYPSUM BOARD ANY STORY 1.40 PBS,PCP,HPS,CS Exterior sheathing per 6"edges 12"field FINISH(OR EQUIVALENT) OF BRACED WALL PANELS WSP,CS-G,CS-SFB . a v Q ~ CS-WSP Table R602.3(3) DWG NO Continuously sheathed 1/2" 4t; r M 4 INCHES O.C.AT PANEL EDGES, :: wood structural panel Interior sheathing per Varies by fastener 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB p "' � ���" Table R602.3(1)orR602.3(2) FASTENING PLATES,AND ALL HORIZONTAL 8 - - - �`- - `- JOINTS BLOCKED 10 8d(�6"oc toed in aYOng braced wall -� TOP PLATE 6" UCORNER HOLD - DOWN DETAILS 8d COMMON NAILS @ 6"O.C.ON EDGES ii li II ONLY 1/2" MIN. STRUCTURAL TOP PLATE II II li-�I WOOD PANEL = 8d COMMON NAILS "SIMPSON"HDQ8 OR .. 2-16d COMMON @ 12"O.C.ON 6 AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION FIELD ONLY p "SIMPSON"PH NAILS @ 6"U.C. FOR FULL LENGTH FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP SOLID BLOCKING BETWEEN o ° OF STUD FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 12"BEARING CMSTCI6 16 d COMMON NAILS @ 16"O.C. 5 PLATES 8d COMMON @ 6"OC ALONG 2-16d COMMON WALL STUD ON W/ % "DIAM.ATR(ALL THREADED SOLID BLOCKING BETWEEN ° NAILS 6"O.C. LENGHT OF BRACED WALL PANEL ROD)ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP SILL PLATE • • •AAL' OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON @ 6"OC ALONG MIN..USE SIMPSON SET EPDXY-T1E LENGHT OF BRACED WALL PANEL • 4 I j BLOCKING ANCHOR BOLTS HIGH STRENGTH EPDXY ADHESIVE II ENDWALL P . TO SECURE ANCHOR,DRILL 3/4" 3-16d@16"oc along brace d wall • DIAM.HOLE FOR EPDXY.FOLLOW MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTIONBLOCKING ° 0 TO PERPENDICULAR RAFTER. E DWALL @ o ° • AI @ 6" LS END SHEARWALL SLAB ON GRADE NL ON NAI O.C. � "SIMPSON"HDQ8 OR FOR FULL LENGTH "SIMPSON"PHDIS OF STUD L L I---I NOTE: ALL STRAPPING,ANCHORS, HOLD DOWNS,&ADHESIVES TO BE 8d a?6"oc toed in INSTALLED AS PER MANUFACTURER'S a Ong braced wall SPECIFICATIONS GABLE END CLG JTS -� DETAIL AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. / - TOP PLATE 8d @ B oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 6„ along braced wall HOLD DOWN DETAILS 1/2"MIN.STRUCTURAL o CLG JTS FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP NTS. WOOD PANEL 8d COMMON NAILS TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. @ 6"O.C.ON EDGES 6" ONLY = 8d COMMON NAILS o 3-16d@16"oc @ 12"O.C.ON 8d COMMON NAILS along braced wall FIELD ONLY @ 12"O.C.ON SIMPSON HDQ8 OR 2-16d COMMON AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = FIELD ONLY "SIMPSON"PHD6 NAILS @ 6"O.C. 2-16d "SIMPSON" FOR FULL LENGTH NAIL COMMON STHD14'RJ• NAILS C�6 O.C. FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAF W/ 5 DIAM.ATR(ALL THREADED 8d COMMON NAILS OF STUD FOR FULL LENGT 12"BEARING ON FOR C OF EA.PLATE TO PLATFORM BELOW- WALL STUD ROD)ANCHOR,EMBEDMENT LENGTH @ 6"O.C.ON EDGES OF STUD d COMMON NAILS @ 16"O.C. z OF ANCHOR IN CONCRETE IS 10" 3-16d@16"oc ONLY MI. 0 FLOOR JOIST MIN..USE SIMPSON SET EPDXY-TIE along braced wall BLOCKING @ AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. ENDWl4LL HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): • •`l along braced wall SILL PLATE : .S.. f'•� ••� TO SECURE ANCHOR, DRILL 3/4" FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP ANCHOR BOLTS DIAM.HOLE FOR EPDXY.FOLLOW FLOOR JOIST @MANUFACTURER'S INSTRUCTIONS. L L PLATFORM BELOW- 1 16d COMMON NAILS@ 16"O.C. a �.• •+ SEAL ,.• i. f:.;`.:- AEU ARC POURED CONCRETE/ a a R. .;:a+,t :� •=' a.'"' :' S� N.K. TF y% TOP PLATE ? MASONRY 6,. •< . ; '{ •:;•. r ' �� y>, yt` FOUNDATION .• O 8d COMMON NAILS ° • "• ' .+ _.:o•�,; ` Q ) �/%',o @ 12"O.C.ON FIELD ONLY �� END SHEARWALL ON FOUNDATION 1/2"MIN.STRUCTURAL NOTE: 7/8" M-IREADED ROD EMBEDDED 121/7' •`4 '�'. �+ Fro J, w .� WOOD PANEL ALL STRAPPING, ANCHORS, INTO CONCRETE W/"SIMPSON"ET(HIGH11 = 8d COMMON NAILS HOLDOWNS &ADHESIVES STRENGTH EPDXY ADHESIVE)&FOR TEMPS .?o„ �I2 t✓o- WALL @ 6"O.C.ON EDGES TO BE INSTALLED AS PER 0°F-40OF USE"SIMPSON"AT.(HIGH STRENGTH �rti 30 0 F N E ONLY MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) 3-16d@ 16"oc along braced wall AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ IT O.C. A DETAIL L FLOOR OIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): HOLD DOWN DETAILS NTS, !; j • •� s TOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP w iS ' • s• �.� S • • L SILL PLATE •• • .. •• t •. PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. ti ANCHOR BOLTS •` ` s • '` ` 00 8d((a�)6"oc toed in 00 along-braced wall f-- 00 POURED CONCRETE/ Z r, CLG JTS MASONRY Ll1 C° TOP PLATE FOUNDATION W 6" 2 STORY BRACED WALL PANEL m � Y W C) Y = O O U) Z F- W AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. LL O � Z W (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): U W _j W ty 0 J W FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Q FOR C F EA.PLATE TO PLATFORM ABOVE 6 C OF EA.P TE TO 0 J O � O 8d aT 6"oc toed in LD @ a Ong braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ 16"O.C. 0 U FLOOR JOIST N U m SIMPSON HOLDDOWN W/ 5/ "DIAM. 06 6„ ATR(ALL THREADED ROD) o fi SEE THIS SHEET FOR DETAIL O 8d COMMON NAILS U) W @ 6"O.C.ON EDGES z ONLY 1/2"MIN.STRUCTURAL W V oZ �M- WOOD PANEL 8d COMMON NAILS z I- J m0 -N _ @ 12"O.C.ON 0 W -' N FIELD ONLY W W < O 3-16d@16"oc SIMPSON HOLDDOWN W/ % "DIAM. 0 along braced wall O C9 ATR(ALL THREADED ROD) OfQ O ANCHOR,EMBEDMENT LENGTH OF Q ANCHOR IN CONCRETE IS 10"MIN.. z W II 0 J Ur UI FLOOR JOIST USE SIMPSON SET EPDXY-TIE HIGH •• STRENGTH EPDXY ADHESIVE TO 0 W SILL PLATE •:. .z++ 'may•••• SECURE ANCHOR,DRILL 3/4"DIAM. 0 ., HOLE FOR EPDXY.FOLLOW ANCHOR BOLTS w 0- L.L1 w Z N MANUFACTURER'S INSTRUCTIONS. W Z = W POURED CONCRETE/ � J J W W ~I I o_ 11. 0 (� a � o MASONRY DWG NO FOUNDATION d 9 2 STORY END WALL SHEARWALL 10 MOCKIH6 ® COMLL TABLE R301.2.1.2 GENERAL FASTENING SCHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS aAc,d RESIDENTIAL CODE OF NEW YORK STATE RIDGE-MATFORM FRAMING ONLY R3012.1.1 DESIGN CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R301.2(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOOR/CEILING FRAMING (177.1 km/b)SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHEVP FASTENER 4 FEET t 6 FEET it 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL SPAN PANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC _t 4 FEET _t b FEET 18 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS(WFCM); No.&WOOD SCREW BASED CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 16 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4'-0"O.C. 8d @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT J No.10R WITH SCREW BASE BRACED WALL PANEL BRACED WALL PANEL EACH BLOCKING MEMBER EMBEDMENT LEI�KsTI 16 12 9 BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL SECOND FLOOR Z w Y4 -INCH LAG SLEW BASED 3-16d @ 16"O.C.ALONG 3-16d @ IT O.C.ALONG 3-16d AT EACH 4B^ ANCHOR WITH 2-INCH 16 16 16 BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER EMBEDMENT LENGTH BLOCKING 2 BAYS 2-16d NAILS EACH SIDE BACK @ 4'-0"O.C. ®INTERIOR ZONE CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ®PERIMETER ZONE a.This table is based on 180 mph wind speeds and a 33 foot mean roof height. OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG b.Fasteners shall be installed at opposite ends of the wood structural panel. BRACED WALL PANEL BRACED WALL PANEL FIRST FLOOR c.Nails shall be 10d common or 12d box nails. NOTE: — GABLE WALL d.Where screws are attached to masonry or masonry/stucco,they shall be 1.FOR GABLE ROOFS 10'TO 45'PITCHES (EDGE ZONE) attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. FOR SI:WINCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @4'-o"O.C. .. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%fi'AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WITH THE PROVISIONS OF THE 2015 I.R.C. VENTED ATTICS WITH AIR PERMEABLE INSULATION Sec. P3103.1 - Roof Extensions INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN. ) VENTS THAT EXTENDS OVER INSULATION (TYP. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC. R905.1.2 L Clothes with standpipe 2 AND SHALL CONSISTOF A MINIMUM OF TWO LAYERS _� � � Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR ASEL ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENTAND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24"INS IDE THE EXTERIOR T t_ D WALL LINE. L D16MAX. 1 PERMITTED traps, with or withoutS I dishwasher and food waste 1 1/2 t t disposer) D/6MAX. SHEATHING Laundry tub one or more compartments) 1 1/2 AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING Shower(based on the total D/4MAX. z flow rate through 0 showerheads and bodysprays) Ln Flow rate: i T D W 5.7gpm and less 1 1/2 1_ T more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 D13MAX. AL AIR SHIELD more than 25.8gpm up to 55.6gpm 4 \�D ARCy t4.K. NOTE: TFy i� � p � FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND NOTE: MAX.D TOM FLOOR JOIST END CUTS OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING SURFACE " CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED ANDf TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D lF OF NEB D/3 MAX. RAFTER CEILING JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION 00 PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. F- 00 Z r) THE CONSTRUCTION TYPE 2IN.MIN.FROM TOP W (o DESIGNATION SHALL BE AND BOTTOM OF JOIST 2 II , III , IV OR V PIPE OR CONDUIT W U) D(ACTUAL DEPTH) TO INDICATE THE CONSTRUCTION Q CLASSIFICATION OF THE STRUCTURE in UNDER SECTION 602 OF THE BCNYS CUTTING DRILLING AND NOTCHING DETAIL H ► N - OF JOISTS 2 >- SECTION 1265.4 SIGN OR SYMBOL II (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER � � O O 6 DIAMETER STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 1/2 INCH(12.7mm). THE BACKGROUND Z_ J z w (B)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED LL 0 w z t t I EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)#187. p Z) _j W 2 THE SIGN OR SYMBOL SHALL BE OF STURDY NON-FADING WEATHER RESISTANT MATERIAL;PROVIDED,HOWEVER, W w Q s.:. ,✓ i (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, O > i I OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGNOR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER O O o O REFLECTIVE RED I % i OR DECAL. TOP PLATES — SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF 3 THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE PANTON E#187 THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND ( ) D- to >- REFLECTIVE WHITE 0 N U m (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE DESIGNATION SHALL BE1P'AND A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER BORED HOLE MAX. 06 DIA.40 PERCENT 06 IF ii) THE EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ( RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS,THE CONSTRUCTION TYPE OF STUD DEPTH :•.,,.:. ;,., a EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE' "II","III","W',OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE Z LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE BCNYS. O W EMERGENCY AT THE RESIDENTIAL STRUCTURE. (4)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS(S) ' `1 (C)THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE U 1 OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: W Zco OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i) F SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; Z W m N :'.'' `x�;• 5/8 MIN TO EDGE t "IT'SHALL HAVE BEEN AFFIXED. (ii) HALL MEAN ROOF FRAMING,AND m "FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. NOTCH MUST NOT 0 (n —� N (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART O EXCEED 25%OF U W 0- i I AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE STUD DEPTH W _ SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED FADED, SIGN OR SYMBOL. 0 BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% Q Q O 112 WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE _ ". OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN DOUBLED AND NO MORE THAN TWO r STROKE ROOF FLOOR STUD SECCESSIVE STUDS ARE DOUBLED Q Z w OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT AND SO BORED (' �- MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS J 0 c)) DESIGNATION FOR STRUCTURAL TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V O (n r COMPONENTS THAT ARE OF co W TRUSS TYPE CONSTRUCTION U R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. 0 � F- FLOOR FRAMING , INCLUDING w = w LO DRILLING AND NOTCHING DETAIL o 0 z J ~ 2 N F GIRDERS AND BEAMS w J W Q N V OF STUDS v ¢ I— of r R ROOF FRAMING F DWG NO F RI FLOOR AND ROOF FRAMING ROOF AND FLOOR 1 0 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN I SYMBOL DURING FINAL INSPECTION. 10 N _% GENERAL NOTESMR ,l ® ° ME M T D ALTI: RA 110 1 GENERAL: PROPOSE 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING DEPARTMENT. 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEWYORK STATE rot .- � AS WELL AS ALL CURRENT NEWYORK STATE CODESTA- IL A :. 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE + - THAT DISAGREES WITH THAT INDICATED DURING THE COURSE OF CONSTRUCTION i, ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WJRK AND NOTIFY VA THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOWTHIS PROCEDURE AND CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, 240 SILVER COLT ROAD AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. BUILDING CODE NOTE: 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE CERTIFICATES,CERTIFICATE OFOCCUPANCY/COMPLETION AND U.L.APPROVAL. 2020 RESIDENTIAL CODE OF NEW YORK STATE CUTCHOGUE , NEWYORK 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY MECHANICAL CODE NOTE: WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND NY.STATE,CHAPTERS 12 THROUGH 24. IS RESPONSIBLE FOR DESIGN INTENT ONLY. 10,ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE PLUMBING CODE NOTE: BE REMEDIED ATONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS, THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WTH THE 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF 2020 RESIDENTIAL CODE OF NEWYORK STATE CHAPTER 25 THROUGH 33 ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WITHIN THIS THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS ELECTRICAL CODE NOTE: S 490 38' 25" E 169.85' TO BE FOLLOWED. 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE - - - - - - - - - - - - - - - - - - CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION 2020 RESIDENTIAL CODE OF NEWYORK STATE CHAPTER 34 THROUGH 43 THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. i 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION ENERGY CODE NOTE: , �, I SHALL BE IN ACCCORDANCE WITH SECTION R316. N 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 1 TITLE SHEET PLOT PLAN EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 JUDGEMENT,THESE PLANS AND!OR SPECIFICATIONS ARE IN 16.THIS PROJECT COMPLIES W/THE NEWYORK STATE 2020 UNIFORM CODE COMPLIANCE WITH: I 2020 RESIDENTIAL CODE OF NEWYORK STATE 2 FOUNDATION PLAN NOTES & DETAILS cD ......3� MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER33, c3i i w ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 NOTE N N CARPENTRY: 3 FIRST FLOOR PLAN ROOF PLAN 23.0' 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) 1.ALL PLUMBING WORK TO BE DONE AS PER CODE.2,FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) 3.FIXTURES TO BE PROPERLY VENTED. 4 ELEVATIONS , SECTION 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.O.WOOD2-2"X6" U.O.N. NOTE. _ J� o 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. 5 WALL SECTION APPENDIX J ANALYSIS ! � O 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.D.N.) 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL N N BE VARIFIED IN THE FIELD BY THE CONTRACTOR, f > 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND EATH TUBS.(U.O.N.) AND RECEIVED DISCREPANCIES SHALL BE 6 FRAMING DETAILS W 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. IMMEDIATELY REPORTED TO THE ARCHITECT. I 8, ALL W NDOWS TO BE IN CONFORMANCE WY ATTACHED ENERGY STATEMENT W/ 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK WINDOW OR DOOR IN EACH HABITABLE SPACE FOR EMERGENCY 7 ENERGY SEALING DETAILS � SEAL �R�D ARC MODELS NUMBERS ON PLANS. i � `�� N K. TFy 9. PROVIDE ATLEAST(1) ( ) SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. ESCAPE.IN CONFORMANCE WITH 2O20 NEWYORK STATE BUILDING CODE SEC.R310 MIN OPENING OF 5.7 SO.FEET(5.0 SO.FEET @ GRADE LEVEL WHEN GRADE 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF TO SILL IS LESS THAN 44"OR LESS)W!MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH " " BUILDINGS. 8 OF 20 (OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44 MAXIMUM A.F.F. NOTES & DETAILS 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. 07 ALL GLAZING SHALL COMPLY WITH SECTION R308. ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 11. STAIRWAYS SHALL BE DESIGNED IN ACC T E DETAILS 9 0S � 9 dLo :o ' O 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 10 NOTESDETAILS ' t 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. i ELECTRICAL: PROPOSED � 1. ALL N EWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE FINISHED BASEMENT 2020 RESIDENTIAL CODE OF NEWYORK STATE GEOGRAPHIC TABLE DESIGN REQUIRMENTS I �� co i 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION M 2020 NYS UNIFORM CODE i EX 1 STORY co OF WORK i FRAME DWELLING o0 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 3443 THIS PROJECT IS WITHIN A HURRICANE PRONE REGION ,CLIMATE ZONE 4A 39,1' 718 I ~ AND LOCAL BUILDING DEPARTMENT. sar Z M 4. SMOKE DETECTION A5 PER N.Y.S.CODE SECTION R314. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA -- a, W i ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. I 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. A I Q 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. GROUND DESIGN DESIGN FLOOD ANNUAL d TOPOG SPECIAL BORNE-BORNE BORNE FROST LINE UNDERLAYMENT FREEZING (� m SNOW LOAD SPEED CATEGORY TERMITE TEMP REQUIRED HAZARD INDEX TEMP i PROPOSED GARAGE o � Y FOUNDATIONS, CONCRETE AND MASONARY: RAPHIC WIND DEBRIS 'WEATHERING. DEPTH w I CONVERSION 331.1 S.F. (,,� w Q O y MPH EFFECTS k REGION nJ , = O >- O 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. 1 MILE B 3 FEET MODERATE 15° YES NO 599 51° M 20 PSF 130vult NO NO FROM THE COAST SEVERE gpF TO HEAVY ' N I "r) Z 17 Z o 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SO.FOOT. &FIRE ISLAND 3. FOOTINGS TO REST MIN T-O"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO 11 to N NO LL U W � Z (1'RISE MAX) -4' �,r W j O Q O M 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS Z v I W O U PLANS. (U.O.N.) + C� J o = h Lo 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF ALTITUDE INDOOR DESIGN 1 Q 0 N U m FRAMING OR PROPER BRACING IS IN PLACE. ELEVATION LAT WINTER SUMMER CORRECTION DESIGN TEMPERATURE HEATING TEMPERATURE M I Q a 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE ' 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. I ' E � ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/112"SPACE @ 108 FT 410 N 15°F 86°F 1.00 70°F 75°F 55°F ! z SIDES AND ENDS. U.O.N. Lu 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY I ,Q W Z 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. DIFFERENCE HEATING COOLING 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH 11°F 15 MPH 7.5 MPH 72°F MEDIUM (M) 40% 32 GR @ 50% RH R = 1131.41 �'9 0 W V z C- MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. I ♦ ?��� / J N p 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. L = 57.20' '�� U CK 0. CK 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 3T O.C.VERTICALLY AND N 490 38' 25" W 100.00, - -" --/ 0 W EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE I B C CLIMATIC A N D GEOGRAPHIC DESIGN CRITERIA -___ ~ O � CO W/WEEP HOLES @ 4'-C'O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION 2 T 12.APPLY(1)COAT MEAN C7 � FROM FOOTING TO Z'ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED R ICE SHIELD ANNUAL SILVER COLT ROAD J Z v GROUND WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR FLOOD FREEZING � ¢ � CODE LIMITS. d DESIGN DESIGN UNDERLAYMENT HAZARD TEMP SNOW LOAD SPEED TOPOG SPECIAL BORNE-BORNE BORNE CATEGORY FROST LINE TEMP INDEX W W N 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. MPH E FPHIIC k REGION DEBRIS °WEATHERING° DEPTH TERMITE REQUIRED 0 Q N PLUMBING, MECHANICAL, FUEL GAS,A/C: 1 MILE B 3 FEET MODERATE SEE YES NO 599 51° u 0- W w Z N 130vuit NO NO FROM THE COAST SEVERE 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEWYORK STATE2020 I.M.0 20 PSF &FIRE ISLAND BOF TO HEAVY BELOW 0 O Z � ~ _ AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. PLOT PLAN a a u a o 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL WINTER DESIGN TEMP: SITE INFO: 1"'20'4' DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE -SYSTEM DESIGN SHALL BE BASED ON MAX 72°F HEATING,MINIMUM 75°F COOLING 4, ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS ° ° ° LOT AREA = 15 498 S.F. SV CAST IRON BELL(HUB)AND SPIGOT BELOWAND THROUGH CONCRETE. -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15 F,DRY BULB 89 F,WET BULB 75 (2020 IPC APPENDIX D} , 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B PROPOSEDADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND t 0 ------------------ I I EXISTING L J EGRESS WINDOW EXISTING WINDOW ---------- I I --- ---------------� r--------- - ---------- ------------------------------------------------- --- I I I I I I I I I I __ 1%J a I 1/2"G PSUM BOARD ON CEILING J 2"X4" ON-LOAD BEARING WALLS g01LER WH �'LO �"`LO o i3 FINIS ED CEILING AT6'-T'HT. GRADE W/NEV1/2" GYPSUM BOARD �r, & R-13 NSULATON PROPOSED iN Er� FINISHED BASEMENT �, jW 2"X 4"NON-LOAD BEARING I 7-5"CLG.HT o 00 I WALLS W/1/2 GYPSUM BOARD 00 23'-9" 00 17'-7" C, i &R-13 INSULATION I I ' I r" I i EXISTING POURED CONCRETE FOUNDATION WALL 10'-7" 9'-5' 10'-1" TO REMAIN W/EXISTING FOOTING I i I N i 3-EX.13/4"x 91/2"LVL GIRDER _ 6- 3-EX.13/4"x 91�2"LVL GIRDER EX.COLUMN COLUMN 9,-7„ IX COLUMN 9,-7„ EX.COLUMN10 8'-112" I 00 I PROPOSED 2"X 4"NON-LOAD BEARING WALLS FINISHED BASEMENT I W!NEW 112"GYPSUM BOARD ( N 4068SL. 7'-5"CLG.HT 1 2"X 4"NON-LOAD BEARING WALLS FINISHED FLOORING OVER CONC. SLAB & R-13 INSULATION N BATH _ I W/NEW 1/2"GYPSUM BOARD I PROPOSED � s � &R-131NSULATION � FINISHED BASEMENT C) I U PUCMPR Dry � Wash "' :1 __417'-5"CLG.HT I Q I I � ❑ I I Z < --J II _ CV ------------------------------------------------------------------ 0 Lo N r----- w o lIt co Z z' < pSECTION VIEW A I I 21 J - � ELEC. 0 � z i I/2"= u .Z M______ ___ i � 19'-D" � Z `T I I 1 I ch CV � a'S I 1 1 I I I1 PROPOSED GARAGE CONVERSION t I r # I I 1 t I I i 1 I I i I I i 1 I I XI TI G E R ENIRANCE 1 1 I i U o UP i z I I I x 4 ih I I I cn t I I i i w w i i I x x 2-NEW2"x8"GIRD0 EGRESS WINDOW WELL DETAILS � � A� SEAL UNEXCAVATED �N' ,��� K. r F y, 5 � 15. �, � 1 I i FLOOR JOISTS TO BE LAID ON TOP OF P.T. ` a J - x o SLEEPERS OVER EXISTING SLAB ON GRADE o c° Z a- TO ALIGN W/EXISTING DWELLING FLOOR PROVIDE CLASS 1 (POLYETHYLENE FILM) Ln m I ' i ; EGRESS WELL NOTES: 411 1 i I O 6 MIL VAPOR BARRIER OVER EXISTING CONC.SLAB O u I 'A I 1 THE AREA SHALL BE EXCAVATED - u DOWN TO TOP OF EXISTING HOUSE FOOTING. 9�, C 1 I I to x PROVIDE R-30 INSULATION IN JOISTS I,a x N i 1 THIS HAS BEEN DESIGNED TO DRAIN EGRESS NOTES: F c� z N Q I I I DIRECTLY INTO AFREE-DRAINING ROCK BED. WINDOW WELL MIN.HORIZONTAL PROJECTION SHALL BE 36". WINDOWS: �„ ALL GRATES SHALL BE REMOVABLE HORIZONTAL DIMENSIONS SHALL BE MIN.9 S.F. 1.WINDOW SILL HEIGHT SHALL BE NO GREATER THAT 44". # ALL E DRAINING BENEATH THE WELL SHALL I OF a WITHOUT SPECIAL TOOLS. 2.MINIMUM OPENING AREA SHALL BE MIN.5.7 S.F. 1 I I I i I FREE DRAINING ROCK TO OBTAIN THE MAXIMUM DRAINAGE 3.MIN.OPENING HEIGHT SHALL BE 24" i I I I i i VOLUME _____________ 4.MINIMUM OPENING WIDTH SHALL BE 20" HORIZONTAL DIMENSIONS SHALL BE MIN.9 S.F. I PROVIDE ALL PEA GRAVEL L-----------L----------------------------------------------- 1 BACKfILLAROUNQWELLAND 2.MIN.HORIZONTAL PROJECTION SHALL BE 36". DRAIN AS PER MANUFACTURER'S LADDERS: L______ _________ ___________________________________________________J SPECIFICATIONS. __ ________ GRADE 1.PROVIDE A PERMANENTLY ATTACHED LADDER INWNDOWWELLS DEEPER THAN 44". MIN.OPENING HEIGHT SHALL BE 24".MINIMUM 2.LADDER MAY ENCROACH MAX.6"INTO WELL V_ ol 22'-0" - OPENING AREA SHALL BE MIN.5.7 S.F. 8"CONC.WALL W 8"X 16" 3.DISTANCE BETWEEN RUNGS MAX, ti PROVIDE PRE-FAB FIBERGLASS EGRESS MINIMUM OPENING WIDTH SHALL BE 20" CONC.FOOTING 4.RU NGS SHALL BE MIN.12"WIDE AND MUST PROJECT MIN.3',MAX 6"FROM WALL. 6 m z WELL&COVER BY WELLCRAFT. - GRATES: o0 A z m co *G FOLLOW MANUFACTURER'S RECOMMENDATIONS 1.ALL GRATES SHALL BE REMOVABLE WITHOUT SPECIAL TOOLS. FOR INSTALLATION AND DRAINAGE PROCEDURES Z ch <. 4 cn W CONFORM TO SECTION R310 W T-3" OF THE RESIDENTIAL CODE WINDOW SILL HEIGHT SHALL LADDERS: U) OF NY STATE,FOR EMERGENCY BE NO GREATER THAT 44". 1.PROVIDE A PERMANENTLY ATTACHED LADDER IN WINDOW WELLS DEEPER THAN 44". < ESCAPE AND RESCUE OPERATIONS. 2.LADDER MAY ENCROACH MAX.6"INTO WELL. m PROPOSED FOUNDATION PLAN 3.DISTANCE BETWEEN RUNGS MAX.18". 0Y 4.RUNGS SHALL BE MIN.12"WIDE AND MUST PROJECT MIN.3",MAX 6"FROM WALL W °Q p 1/4",1'-0" it NEW CONSTRUCTION z_ o z W .R --------------- NOTE LL_ S ui °[r z _____________ _ ALL LUMBER THAT COMES IN CONTACT WITH � w � J � TO BE REMOVED CONCRETE SHALL BE TREATED LUMBER, CONSTRUCTION NOTES. 0 5: 0 1 > 0 0 Exim STRUCTURE n- o = } NOTES: 10 DOWELING BETWEEN NEW&EXISTING FOUNDATIONS,PROVIDE 0 N LEGEND0- WORKU L m Lo CONCRETE WALL � 5/8"DIA. EPDXY COATED DOWELS,14'LONG W/7"MIN. 1. EXCAVATE FOR ALL FOOTINGS,FOUNDATION WALLS,AND SUCH OTHER EMBEDMENT,SPACED 16"VERT.FILL GAPS W/HIGH STRENGTH AS MAYBE NECESSARY TO THE DEPTHS AS SHOWN ON THE EPDXY MORTAR(TYPICAL FOR 4 PLACES) ob DRAWINGS.ALL TRENCHES FOR FOOTINGS,FOUNDATIONS, ETC.SHALL 1 z � ALL LUMBER THAT COMES IN CONTACT WITH 0 HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. 3""x x A.B.3"x 1/48"O.C.WITH 4"PLATE WASHER CONCRETE SHALL BE A.C.Q.LUMBER. u) LU HOLD -DOWN LOCATION 2. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT p! 0 MINIMUM BEARING BEARING SOIL CAPACITY OF(1)ONE TON PER SQUARE ' 2"x 6"SILL PLATE W THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS $ELOW GRADE W o co FOOT WITH A MINIMUM OF 3'-0"COVER. ® � U z INDICATES LOCATION OF SHEAR WALL HOLD-DOWN (EXCEPT SLAB AREAS)SHALL BE DAMPROOPED WITH AN ELASTIC z BY"SIMPSON"OR APPROVED EQUAL SEE SHEET 10 3. ALL CONCRETE SHALL BE 3,500 P.S.I. CONCRETE WALL COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. 0 (o _J o N (TO BE INSTALLED AS PER N.Y.S.CODE) 4. WHERE THE WALLS ARE POURED TO GRADE,AND DAMPROOFED, THE AS PER R406 () W CONTRACTOR SHALL BACKFILL AGAINST THEM WITH CLEAN EARTH.CARE W ALL FASTENERS SHALL BE INSTALLED WITH STRICT ACCORDANCE W/MANUFACTURER SPECIFICATIONS SHALL BE TAKEN TO BRACE AS REQUIRED TO PREVENT CAVE-INS.BACKFILL a ' m 0 TO BE FREE OF WOOD,TRASH,ETC. " r 5. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS 0 c o HOLDDOWN CONNECTION NOTE BELOW GRADE(EXCEPT SLAB AREAS)SHALL BE DAMPROOFED Q Z w I I -HOLDDOWNS SHOWN ON FOU NDATION 1/2"A.B.@ 48"O.C.WITH (9 I- WITH AN ELASTIC COAL TAR BASE,SELF PRIMING BITUMINOUS 3"x3"x 1/4"PLATE WASHER _l a PLAN ARE CONNECTING FOUNDATION PLASTIC CEMENT. 0 0 (n 0 TO FIRST FLOOR -HOLDDOWNS SHOWN ON FIRST FLOOR 6. ALL CONCRETE FOOTINGS TO BE PROVIDED WITH(2)#5 REINF. (Ljj U W PLAN ARE CONNECTING FIRST FLOOR 0 ►- 0 7. ALL CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT( 1.MIN.7"EMBEDMENTINTOCONCRETE TO SECOND FLOOR N PERCENT BY VOLUME)SHALL NOT BE LESS THAN 5 PERCENT OR MORE M RIM JOIST w13"SQUARE WASHERS AND END NUT SETUP O z = N THAN 7 PERCENT. 0 � w J_ v W � � 2.ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR 8. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE SHALL BE A.C.Q.LUMBER, OR REPLACED BY HOLD DOWNS FOR SHEARWALLS n D- v Q o rN- T-O" 6'-0"MAX. 3.1-ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MIN. TO 12"MAX,FROM ENDS OR CORNERS DWG NO 4.CONC.BLOCK TO BE FILLED SOLID @ ANCHOR BOLTS. 2 ANCHOR BOLT SPECIFICATION R403.1.6 FOUNDATION ANCHORAGE I p 1 1/0 -------------------------------------------------------------------------------------------------------------- --------------------------- EX.SLIDER I I I I Q EX.WINDOW IX.WINDOW EX.WINDOW I I I I 9'-7" 01 4,- L 4,-3" I I I DINING ROOM F z � BA9' z � BEDROOM �q X X X BEDROOM a Q C w L` w u w C) I I I I I I s'-o" _ LIVING ROOM cv I IX.RIDGE EX.RIDGE Q `7 I � I I � I I I I I I KITCHEN ' I I ' ° ; � ....._.__.EXISTING I 00 i Q ROOF RAFTERSGq� w BATH I `1 Z z o 9,-7„ I � w o w o I U - i i w (V 13'-2" i ' a ----- w z CD � z ---,\LCC C� �-/ O� IX.WINDOW i z �p --------------------------------------------------------------------------� EX.WINDOW � e �LO I I x BEDROOM w Lu I I I I � ------------------------ — I I Q I I 12'-11" L 5'-8" i EXISTING L,, EXISTING10 i W I 3' 3" PROPOSED GARAGE CONVERSION i ROOF RAFTERS ROOF RAFTERS i j 1 r---- i j I w D I 04 C9 I ` I II I I I I z N u 0 N 1 I Q W I I I I > r �� — ----- I 1 i C i u 1 I is= ui 36"RAILING W/2"BALUSTER 4"O.C. g N ADDITIONAL STEPS II I z TO BE ADDED II i I ® 2"x 8" 0 16" oc ii 1 i i SEAL V CEILING JOISTS o W ��Q ARC PROPOSED = I y�y�� �� n p I W N DEN I MY-2 VAULTED CEILING HT. ii � i "x I N I to I k� 1 �w cpA ~J: 4 " " " Cl i EXISTING `i I 0 -°a ® 2 x 8 0 1fi oc t\ n � i N= EXISTING 9T t . CEILING JOISTS i ROOF RAFTERS ROOF RAFTERS v I e OF N�-'N 21'-4" I I I I I I I 1 �-------- ----------------J I 1 ----------- I 1 IX.WINDOW IX.WINDOW 1 i -------------------------------I I I 1 1 1 22'-0" 1 L------ ---------- ----------------------------------------------- ---J 00 cM A A o 4 4 00 z M w w PROPOSED FIRST FLOOR PLAN EXISTING ROOF PLAN Q m 1/4'=f-0" 1/4"-f-0" 0 Y w = o ° o z_ 1- w tL 0 � z ow io� SMOKE&CARBON MONOXIDE DETECTORS: W j O < 0 PROPOSED FIRST FLOOR PLAN PROVIDE SMOKE DETECTORS INSTALLED AS PER SEC.R314 0 � U Z) 0) PROVIDE CARBON MONOXIDE DETECTORS INSTALLED 0- o F- , } 1/4"6 f-0" AS PER IFC 915 AND THE 2017 NYS SUPPLEMENT. 0 N U r m BRACING METHOD : CS-WSP ( SEE SHEETS #12, #13 &#14 ) ALL DETECTORS TO BEHARDWIRED a LATERAL BRACING HOLD -DOWN LOCATION &INTERCONNECTED06 LB TOP & BOTTOM EGRESS: z SEE DETAILS A, B, C SHEET #15 INDICATES LOCATION OFSHEAR WALL HOLD-DOWN PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY ESCAPE.IN CONFORMANCE WITH 2015 I.R.0 2ND PRINTING&2017 SUPPLEMENTAL (n BY"SIMP50N"0R APPROVED EQUAL SEE SHEET 5 SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE U (TO BE INSTALLED A5 PER N.Y.S.CODE) TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH > w U z � NEW CONSTRUCTION ALL FASTENERS SHALL BE INSTALLED WITH STRICT OF20"{OPERATION W/0 NEED FOR TOOLS)BOTTOM OFOPENING @ 44"MAXIMUM A.F.F. z C> J m N ACCORDANCE W/MANUFACTURER SPECIFICATIONS (n --J 0 N CL --------------- TO BE REMOVED HOLDDOW wN CONNECTION NOTE N OTE! w c 0 -HOLDDOWNS SHOWN ON FOUNDATION 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND Q '�C O EXIST'G STRUCTURE PLAN ARE CONNECTINGFOUNDAT1dN TO FIRSTFLOOR POSTS ABOVE. CC 0 0 ' -HOLDDOWNS SHOWN ON FIRST FLOOR DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND Q Z w ji PLAN ARE CONNECTING FIRST FLOOR STAIR WELL OPENING. (PROVIDE METAL JTS. Q LEGEND TO SECOND FLOOR HANGERS AS REQ'D) 0 O < r DOUBLE ROOF RAFTERS AND TRIMMERS AROUND ui SKYLIGHTS(PROVIDE METAL JTS. HANGERS AS REQ'D) co U w 0 Of 2. ALL STRUCTURAL COOS THAT SUPPORT ANY HEADERS U tl W w Z N LV.L,GIRDERS,ETC.SHALL BE SUPPORTED DOWN TO w O z > H _ FOUNDATION, FTG'S,AND OTHER STRUCTURAL 0 w J ow GIRDERS OR HEADERS AS NECESSARY. a U g 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY DWG NO SECONDARY ROOF SYSTEMS,GARAGES,OR COVERED PORCH'S. (ETC) 3 1/0 S TO E N IX T G IX T G I 0 U W a z T RMI O 2-13/4 x 91/2"LVL Z STRUCTURAL RIDGE U DER IDG PROPOSED GARAGE CONVERSION CONT RIDGE VENT r � 2"X 10"RIDGE i EXISTING CONC.FOUNDATION WALL i EX. L---------------------------------------------------------J EX.2"x 8"CEILING JOISTS Q I6"oc i W -------------- EXISTING CONC.FOOTING IlL EX.2"x 8"RR 16"oc i 1/2"PLYWOOD SHEATHING < #15 FELT 0 ASPHALT SHINGLES R IN T10 W/ w EXISTING CONC.FOUNDATION WALL i 1/ "GYR UM TO. ------ i 1 > ------------------------IXCSTINGCONC_FOOTING _ ____ _ _-------1_ _____-- EX.2 x4 STUDSI6 oc EX.1/2"CDX PLYWOOD SHEATHING i 19 INSULATION W/ i d- IX.VAPOR BARRIER 1/2"GYPSUM BOARD. N IX.SIDING FUR OUT 0 'cv z N NEW INS TION o i EXISTING O PARTIAL FRONT ELEVATION PROPOSED c OEDROOM EO 2"x 8"P.T.FLOOR 10RST5 @ 16"oc DEN 1/4"-f-0" 3/4"SUB FLOOR GLUED AND NAILED 10'-21/2"VAULTED CEILING H . SOLID BLOCKING i SEAL � R-301 CATION W/ RMILLTE SHHiELRp i "G PSUM BOARD. GIRDER AS PER P A. ����D ARC 17' ANCHOR BOLTS 5/8"DIA.W LONG 4'O.0 ��' �L N'K' re �j MAX(SEE DETAIL} 2-2"x6"CCA SILL oll EX.CONC.FOUNDATION WALL - " IX.SLAB ON GRADE EXISTING 9l n EXISTING CONC.FOOTING CELLAROF PROVIDE CLASS i (POLYETHYLENE FILM) ------------------------------------------ - 6 MIL,VAPOR BARRIER OVER EXISTING CONC.SLAB SECTION VIEW It.on co ao � o0 z w D W0D D WI D w W �L W cl = O O (I) >- TN ID O Z o Z i ow 77 W W0 � it J O < O 0 � 0 � > EXISTING CONC.FOUNDATION WALL i cv U r m I I rL----------------EXISTING CON-.FOOTING--------- �- I 06 i EXISTING CONC.FOUNDATION WALL z 0 W I W U ------ ---------------- W U °z r L----- EXISTING CONC.FOOTING--- z 0 J m N Q W � o N PROPOSED PARTIAL RIGHT SIDE ELEVATION w W Q 1/4"=1'-O" O 0 d z w ji o 0 Q W Q W N 0 w C N 0Cl- W w z N O z > _ = g ui o fY J W LIEa � U r DWG NO 4 1 lup 1 10- PROVIDE JOIST HANGER EACH * RIDGE t0 EACH ROOF RAF APPENDIX J ANALYSIS ALTERATION LEVEL 1 , 2 , � ADDITIONS TYPICAL 6 NEW CONSTRUCTI N 1 114" x 20 GAUGE GALY. STRAP TYPICAL. 20" LONG EACH ROOF RAFTER 4 )W NAILS ALL WORK SHALL COMPLY WITH SEC. AJ101, AJ102, AJ103, AJ104 AND AJ105 OF OF THE 2020 NYS RESIDENTIAL CODE EACH END SEC. AJ102.1: EXISTING BUILDINGS - LEGAL OCCUPANCY VERIFIED. EA.ROOF RAFTER SEC. AJ102.1.1: ADDITIONS, ALTERATIONS AND REPAIRS - PROPOSED WORK SHALL NOT CAUSE EXISTING STRUCTURE TO BECOME UNSAFE. OR AFFECT PERFORMANCE OF THE BUILDING. 12 SEC. AJ102.3: NON-CONFORMING FEATURES - WORK SHALL NOT CAUSE EXISTING SRUCTURE TO BE IN VIOLATION WITH ANY OF THE VARIES PROVISIONS OF THIS CODE. ROOF RAFTERS (SEE PLAN)1/2 EXTERIOR GRADE PLYWOOD SI-IEATNING SEC. AJ102.2: REQUIREMENTS BY CATEGORY OF WORK - ALTERATION TO CONFORM WITH THE REQUIREMENTS OF SEC. #5 FELT AJ501 AND THE REQUIREMENTS FOR RENOVATIONS. ASPHALT SHINGLES (AS SELECTED BY OWNER) SEC. AJ104.1.1: ENERGY EFFICIENCY; ADDITIONS, ALTERATIONS AND REPAIRS - PROPOSED WORK SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. SEC. AJ104.1.2: CHANGE IN OCCUPANCY OR USE - NO CHANGE IN OCCUPANCY OR USE. CEILING JOISTS(SEE PLAN)I SEC. AJ104.1.3: CHANGE IN SPACE CONDITIONING - NO CHANGE IN SPACE CONDITIONING. BATT INSULATION (SEE PLAN)I SEC. AJ105.1: PRELIMINARY MEETING - AS PER CODE ENFORCEMENT OFFICIAL. F__- - - - SEC. AJ106.1: BUILDING EVALUATION - AS PER CODE ENFORCEMENT OFFICIAL, SEC. AJ301.2: WORK AREA - IDENTIFIED ON PLANS. SEC. AJ302: REPAIRS - NOT APPLICABLE. SEC. AJ303: ALTERATION LEVEL 1 - SHALL COMPLY WITH PROVISIONS OF THIS SECTION. ` SEC. AJ304: ALTERATION LEVEL 2 - APPLICABLE. FASCIA `� 3" CONTINUOUS SOFFIT VENT `` SEC. AJ304.2: APPLICATION - WORK SHALL COMPLY WITH SECTION AJ5 AND SECTION AJ6. ;� i' SEC. AJ305: CHANGE OF OCCUPANCY - NOT APPLICABLE. SIMPSON STRONG-TIE H2 � iI % SEC. AJ306: ADDITIONS - APPLICABLE. * 16"oc(EACH SIDE) �� I SEC. AJ307: HISTORIC BUILDINGS - NOT APPLICABLE., 1 SEC. AJ308: RELOCATED BUILDINGS - NOT APPLICABLE. SEC. AJ309: REPLACEMENT - NOT APPLICABLE. SEC. AJ5: ALTERATIONS LEVEL 1 SEC. AJ502.1: INTERIOR FINISHES - ALL NEWLY INSTALLED FINISHES COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF CHAPTER 3 OF THIS CODE. SEC. AJ502.2: MATERIALS AND METHODS - ALL NEW MATERILAS AND METHODS SHALL COMPLY WITH THE REQUIREMENTS OF THIS CODE. I SEC. AJ502.3: REPLACEMENT DOOR AND WINDOW DIMENSIONS - NOT APPLICABLE. SEC. AJ502.4: REROOFING - WORK SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 9. SEC. AJ502.4.2: STRUCTURAL AND CONSTRUCTION LOADS - STRUCTURAL ROOF COMPONENTS CAPABLE OF SUPPORTING ROOF COVERIG SYSTEM. VINYL SIDING (AS SELECTED BY OWNER) SEC. AJ502.4..3: RECOVERING VRS REPLACEMENT - EXISTING ROOF CCOVERINGS TO BE REMOVED ENTIRELY BEFORE NEW ROOF COVERIINGS ARE z R-3 RIGID INSULATION BOARD I 1 O TYVEK BUILDING WRAP I I INSTALLED. N 1/2" EXTERIOR GRADE PLYWOOD SHEATHING > 2"x 4" STUDS 16"oc , I I SEC. AJ502.4.6: FLASHING - ALL FLASHING TO BE INSTALLED WITH APPROVED MANUFACTURERS INSTALLATION INSTRUCTIONS. ALL METAL w 3 t/2" BAIT INSULATION R = 5.0 • I I FLASHING TO WHICH BITUMINOUS MATERIALS ARE APPLIED TO BE ADHERED SHALL BE PRIMED PRIOR TO INSTALLATION. i/1" GYSUM BOARDD SEC. AJ503.1: MEANS OF EGRESS, GENERAL: SHALL COMPLY WITH SEC 702 OF THE 2015 IPMC. SEAL SIMPSON STRONG-TIE PTA ! 16"oc OR ,. SEC. AJ504.1: FIRE AND LIFE-PROTECTION - GENERAL-LEVEL OF FIRE PROTECTION MAINTAINED. RED ARCy 1 1/4" x 20 GAUGE GALY.STRAPPING, SEC. AJ504.2: SMOKE ALARMS - SMOKE ALARMS PROVIDED. �� ���.K• rFy 'r EXTENDED 12 BEARING FROM FLOOR I I v J FRAMING EACH DIRECTION 6 EACH STUD SEC. AJ504.3: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. -I SEC. AJ505.3: REROOFING STRUCTURAL AND CONSTRUCTION LOADS - STRUCTURAL COMPONENTS ADEQUATELY PROVIDED. SEC. AJ506.1: MECHANICAL - NOT APPLICABLE (NO NEW MECHANICAL SYSTEM). _ 2- 2"x 4" TOP PLATE SEC. AJ507: PLUMBING - NOT APPLICABLE. SEC, AJ508: ELECTRICAL - TO COMPLY WITH CHAPTER E33 THROUGH CHAPTER E42. rF ofE� f- '`� SEC. AJ6: ALTERATIONS LEVEL 2 ' I I SEC. AJ601.4: NONCONFORMITIES - WORK DOES NOT INCREASE THE EXTENT OF NONCOMPLIANCE. SEC. AJ601.5: FLOOD HARZARD AREAS - NOT APPLICABLE. ' i o ° i SEC. AJ602.1: SEPARATION REQUIRED - NOT APPLICABLE. ° SEC. AJ602.2: WALL AND CEILING FINISH - COMPLIES WITH SEC R315. 00 SEC. AJ602.3: GUARDS -NOT APPLICABLE. co i ° 00 ° SEC. AJ603.2: EXIT DOORS -COMPLIES WITH SEC R311.4. 00 SEC. AJ603.3: HANDRAILS -NOT APPLICABLE. °0 314" SUB FLOOR GLUED AND NAI FLOOR JOISTS(SEE PLAN) "'SEC. AJ604.1: SMOKE ALARMS - SMOKE ALARMS PROVIDED. wco LED BATT INSULATION (SEE PLAN) ; : SEC. AJ604.1: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. W •' SEC. AJ604.3: AUTOMATIC SPRINKLER SYSTEMS - NOT APPLICABLE. cr) "SIMPSON" CMSTCI(o COIL STRAP OR I SEC. AJ605.1: STRUCTURAL - GENERAL - NO DANGEROUS CONDITION CREATED. `t 1 V4" x 20 GAUGE GALY.STRAPPING. �� -- i ; ... :� � m SCRAP EACH STUD 12" MIN BEARING ----�� SEC. AJ605.2: INCREASED LOADS -NO INCREASED LOADS. f� x WRAP STRAP UNDER SILL e EACH STUD I i �`"----- w 0 Y SEC. AJ605.3: REDUCTION OF STRENGTH -NO (REDUCTION IN STRENGTH OR STRUCTURAL STABILITY OF BUILDING. _ ¢ O cr_ 2"x 4" SILL SEC. AJ605.4: NEW STRUCTURAL MEMBERS -NEW STRUCTURAL MEMBERS COMPLY TO THIS CODE. [) w o SEC. AJ606.1: MECHANICAL - GENERAL -NOT APPLICABLE, z o z o 2"x 6" P.T.SILL i SEC. AJ607.1: PLUMBING - GENERAL -NOT APPLICABLE. LL' 8 ui w Z ANCHOR BOLTS(REFER TO PLANS i 1 , ' 0 J ww FOR SIZE AND SPACING) SEC. AJ608.1: ELECTRICAL - GENERAL -WORK COMPLIES WITH CHAPTER 33 THROUGH 42. w > o a o SILL SEALER I I ; SEC. AJ608.2: INCREASED LOADS -NO INCREASE IN ELECTRICAL LOADS. O � m I TERMITE SHIELD - �, SEC. AJb08.3: ELECTRICAL SERVICE -EXISTING COMPLIES. o- � _ I I� ;' SEC. AJ608.4. GROUND FAULT AND ARD FAULT CIRCUIT INTERRUPTER PROTECTION - COMPLIES AS PER SEC E3802. N m � �� SEC. A.l608.5: ADDITIONAL ELECTRICAL REQUIREMENTS - NOT APPLICABLE.GRADE 11 ' �- _ =BAR(1/2" DIA) oZS lip. THE EXTERIOR SURFACE OF ALL FOUNDATION WALLS BELOW GRADE z (EXCEPT SLAB AREAS)SHALL BE DAMPROOPED WITH AN ELASTIC COAL TAR BASE, SELF PRIMING BITUMINOUS PLASTIC CEMENT. SEC. AJ 8: ADDITIONS w z 8 POURED CONCRETE FOUNDATION WALL 1/2" EXPANSION JOINT SEC. AJ802: FIRE AND LIFE-PROTECTION - GENERAL-LEVEL OF FIRE PROTECTION MAINTAINED. W U °z co u:n ° z In II n SEC. AJ801.3: NONCONFORMITIES - WORK DOES NOT INCREASE THE EXTENT OF NONCOMPLIANCE. Fn J o N 16"x 8" DP.POURED CONCRETE FOOTING d ' ° ° SEC. AJ802.1: SMOKE ALARMS - SMOKE ALARMS PROVIDED U W EL 1=1I 1 I1 SEC. AJ802.2: CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS PROVIDED. w -J� _�° SEC. AJ803.1: STRUCTURAL - ADDITIONAL LOADS SHALL COMPLY Q Q 0 o Ila SEC. AJ804.1: MECHANICAL - NOT APPLICABLE (NO NEW MECHANICAL SYSTEM). < w r REBAR(1/2" DIA) SEC. AJ805: PLUMBING - APPLICABLE, o J (D U SEC. AJ806: ELECTRICAL - TO COMPLY WITH CHAPTER E33 THROUGH CHAPTER E42 p W u 4" CONCRETE SLAB ON UNDISTURBED BASE W 65 O tY a w W z cN\, W O z > _ = g 0 tY J -� 5 W TYPICAL WALL SECTION a a U � ¢ ~ DWG NO 3/4"-1'-0" 5 � o ICE SHIELD: ALCOA RIDGE VENT. INSTALL 2 LAYERS OF UNDERLAYMENTS CEMENTED AS PER MANUFACTURES SPI=C'S. TOGETHER OR SELF- ADHERING POLYMER i 1" AIR SPACE MODIFIED BITUMEN SKEET. I ROOF SHINGLES I "15 FELT PAPER ROOF SHINGLE. 1 1/4" x 20 GAUGE GALV. V x 2" BLOCKING. I STRAP(TYR.)WITH (b)8d 1/2" CDX PLYWOO PLYWOOD SHEATHING. COMMON NAILS IN EACH I END OF STRAP. 1$ FELT PAPER 1 = - I •. 1 1114 x 20 GAUGE GALV. STRAP(TYP.)WITH (b)Sd COMMON NAILS IN EACH END OF STRAP. i "M SIMPSON 24" MIN. H 25A CLIP ALL FASTENERS SHALL BE INSTALLED WITH ST 1 •h�v ACCORDANCE W/MANUFACTURER SPEGf{=1GAT[ I I i�"� CATHEDRAL GL G. PRE-CRIMPED PRE-CRIMPED ALL FASTENERS SHALL BE INSTALLED WITH STR T RIDGE BEAM. CATHEDRAL NOTE: HURRICANE CLIPS TO BE END. END. ACCORDANCE W/MANUFACTURER SPECIFICATIONS 1 114" x 20 GAUGE GALV. ALL FASTENERS SHALL BE INSTALLED WITH ST RI ADDED TO ROOF RAFTER WHEN STRAP (TYP.)WITH (4)Sd ACCORDANCE W/MANUFACTURER SPECIFICATION CATHEDRAL CEILINGS CONDITION ALL FASTENERS SHALL BE INSTALLED WITH ST T VALLEY FLASHING COMMON NAILS IN EACH EXISTS ACCORDANCE W/MANUFACTURER SPECIFICATIONS END OF STRAP. L55U "SKEWABLE" CONNECTOR DETAIL ''All A I I DETAIL A I L 11511 BY SIMPSON OR APPROVED EQUAL. ID A I L I I f" I I DETAIL TAIL I I D I I r%.r, I$ is ICE SHIELD 4 UPLIFT CONNECTION NTS. VALLEY FLASHING N.T.S. RIDGE STRAP 4 VENT N.TS. HURRICANE CLIP N.TS. R WW2 R.8023 R 8023.1 R.8023.1 R.8023.1 R 802.S.I(13) R.802B.1(9) L/4 MAX. L 5/$"TYPE"X"GYPSUM BOARD 2'-0"MAX CANT 5/8"TYPE"X"GYPSUM BOARD 1'-4" 3" NOTE: 3/4"SUB FLOOR GLUED AND SCREWED NOTE: 2"X 47FRAMED WALL. (TYPICAL) STRAP DOWN WALL STUD WRAPPED , INSULATION SHALL FILL FLOOR CAVITY TO UNDERSIDE OF FLOOR JOISTS t p p BACK DOWN WALL STUD SOLID BLOCKING @EXTERIOR TIGHT TO SUB-FLOOR.PARTITION. R-15 MINERAL FIBER INSULATION _ BETWEEN HEATED&NON-HEATED THOUGH BOLTS SPACES. HEADER 11 1/2"INSULATION STEEL PLATE FIBER STRONG RIM BOARD BY MANUFACTURER @ END OF JOISTS.111411 x 20 GAUGE GALV. TUFF-R-BOARD INSULATION. GARAGE HABITABLE SPACE ALL FASTENERS SHALL BE INSTALLED WITH STRICT 1 114" x 10 GAUGE GA STRAP(TYP)WITH(b)8d VINYL SOFFIT STRAP(TYP)WITH (8)Sd COMMON NAILS IN EACH AS PER PLAN GGORDA CE 1 A C R P G CATIONS COMMON NAILS IN EACH END OF STRAP.UP AND END OF STRAP. OVER FL JOISTS t DOWN WALL STUD A5 PER PLAN co DETAIL II II DETAIL II� II II� II DETAIL DETAIL 11H Z ''' 11 N CANTILEVER UP-LIFT CONNECTION DETAIL N.TS. CANTILEVER FRAMING DETAIL 1!!" = I'-0" FIRE SEPARATION*GARAGE WALL N.T.S. HEADER W1 STEEL PLATE DETAIL 1R" = 1'-0" uj SEE TJI DETAILS ON SHEET"IT SEE TJI DETAILS ON SHEET 011 1 HOUR RATED UL Desfgn No.L333 1/2"GYPSUM BOARD. SEAL AR 4"FRAMED WALL W131/2" ��N.K. BATT INSULATION. NOTE _� A ALL STAIRS, HANDRAILS& � �r ' RAILINGS SHALL COMPLY ' , o {[ Zi SHEATHING 314"SUB-FLOORING w W/RCNYS SEC. R-311 &R-312 SIDING z CP - -_ O FLASHING CONTINUOS VENT 2"x 4"SILL PLATE z HARDWOOD OR STEEL HANDRAIL F OF NEB 2 v W/1 1/2"MIN. FINGER CLR.AND NOT USE AMINIMUM OF ° TJI FLOOR JTS.AS PER PLAN 2 TWO 8d NAILS THIS �� D0 TO FROM E PROJECT ORE THAN 4.5" BACK-FLASHING 1 114 AIR SPACE 0 0 0 TOTAL 4D-8d NARSSS. • "v 2"x 4"SILL PLATE o INTO TRUSS. 1/2" MIN. BLANKET INSULATION w -Itw 314" AIR SPACE z 41 - EXISTING 2"x 8"CEILING JTS. ROOF RAFTER 3/4" i LAG BOLTS TOP BOTTOM a 24" O.G.MAINTAIN Q I - 2" EDGE END DISTANCES. 2-2"x 4"TOP PLATE WOOD STRINGER, t M M TREADS,&RISERS / 4"FRAMED WALL W131/7 NAILS 00 BATT INSULATION. INTTOO P PLATES 8- 1 1/4"NOSING INTT NAILS O STUD Simpson Strong-Tie W PRE-MOLDED H7Z EXPANSION JOINT. "MINIMUM WIDTH OF STAIRS TO BE T-O" t11 U) II II mI II DETAIL 11011 t. DETAIL DETAIL DETAIL II Q Y RACER TIE DETAIL N.TS. W 0 W 5C ROOF VENTILATION N.TS. NEW FLOOR OVER EXISTING CEILING V= I'-0" STAIR AND RAILING DETAIL NTS. 611` ON STRONG - TIE HTz = O 0 Of O U) of 3: >_ z J w Z LL OUP � Z 12 PORCH COL. TO HDR. @ PORCH/RAFTER/GIRDER < 0 5 R.R./C.J. TO DWELLING J o 0 0 ROOF CONNECTION CONNECTION DETAIL HEADER AS 14-16d COMMON NAILS O �' 0 _ co TECO'S 14-16d COMMON NAILS NOTED ON PLANS (BEAM) O N U LO N 2"x6"R.R.@ 16"O.C. (BEAM) • W, M 2"x6"R.R.@ 16"O.C. ° 310d COMMON I- SEE DECK LATERAL ATTACHMENT 1/7 LAG.BOLT SI6 SON DETAIL ON SHEET#15 @ 24"O.C. I I ST PING @ 16" •• AC�MPSON STRONG-TIE ° • � ,° • Z 14POS COMMON NAIL SIMPSON STRONG-TIE O W 2'k6"CJ.@ 16"O.C. FILLER TRIP 6-8d COMMON SIMPSON 12T (POST) 14-16d COMMON NAI AC6R U) EA, IDE POSTING A5 NOTED (POST) w U 2-2"AO"HEADER 1/2•LAG.BOLT DECORATIVE MOLDING ON PLAN - W V d COV. @ 24"O.C. �- PORCH TECO'S p cn -� o N U W Simpson Strong-Tie ('} 0 0 2"x6"DECKING DECORATIVE MOLDING AB Q Q (9 O SEE DECK LATERAL ATTACHMENT 2"x6"DECKING 4"x 4"POSTANCHORED IN Sr'PAPIN� c� 16" Q � z w 8"x 36"FTG.BELOW GRADE ° (� J (7 U DETAIL ON SHEET#15 2"x 6"FLOOR JTS @ 16"O.C. AND 4"6"ABOVE GRADE VO LAG SIMPSON � -)T 6-8d COMMION BOLTS @ 16" EA. Sig (] W O 6-8d COMMION u�10 U (� w II HGP, @U 16" aiiPOST BASE BY SIMPSON ••�••` N 112°LAG.BOLT FILLER STRIP 3-10dCOMMON 0 � F 2 MINIMUM U 0- W w Z N @ 24"O.C. d TECO'S a SIDECOVER w a O z > _ = w {� 0 J U W f GRADE 5l8"ANCHOR BOLT I II I I I °" 0- Q v 'N @ 4'O.C.(TWO STORY HOUSE) PORCH COL'S TO HDR. PORCH DETAIL DWG NO 41 FLJ TO DWELLING CONNECTOR POST W/CONC. CONNECTION PORCH/RAFTE"IRDER CONNECTION DETAIL N.T.S. DETAIL II II 6 PORCH CONNECTION DETAILS N.TS. V THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUTTO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG _ CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITHEXPANDING FOAM SEALANT. OF SEALANT MAINTAIN EQUAL VENT SPACE VENTED AIRSPACE CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION - CONTINUOUS BEAD SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OFSECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION __ _ OF SEALANT NIMAL C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 75%OF LIGHTING TO BE HIGH EXPANDING FOUOUS AM SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.5: REPLACEMENT MATERIALS -MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.35 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL I"RIGID ---- ---- - AS AIR BARRIER WINDOW PERIMETER INSULATION VERTICALLY TO CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.55 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECT INSULATING SHEATING OF SEALANT TO BE USED. SGHC U-FACTOR 0.25 NO FUEL GAS LIGHTING EQUIPMENT. CONTINUOUS BEAD SEC. R403.1: HVAC CONTROLS -COAIIPLIEB TO RIGID INSULATION BAFFLE OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT -COMPLIES. FOAM SEAL BOTH JOINTS SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A VCONTINUOUS MINIMAL NITAS SEC C502.2.2.1: VERTICAL FENESTRATION -COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING �- CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER ER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WiTH SEC C403. FRAMING CAVITIES TO CONTINUOUS MINIMAL SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS -COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM EXPANDING FOAM AT 1112"RIGID INSULATION SEC.C502.2.6: LIGHTING POWER AND SYSTEMS -COMPLIES WITH SEC C405. INSULATION AROUND PIPING. WINDOW PERIMETER SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. SEC. R403.5.1: HEATED WATER CIRCULATION & TEMPERATURE SF SEALAANTNT BEAD EA WINDOW UNtTAS O OF SEC.C502.2.6.2: EXTERIOR LIGHTING POWER -COMPLIES WITH SEC C405.5.1. MAINTENANCE SYSTEMSATIC CONTROLS TEMPERATURE SENSORS AND PUMPS EXTERIOR INSULATED WALL AIR BARRIER CO BEAD ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS LA T BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY PETA I L CONTINUOUS BEAD SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. - OF ADHESIVE SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD SEC.C503.4: HEATING AND COOLING SYSTEMS -COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT OF SEALANT CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENTSEALANT SEC.C503.5: SERVICE HOT WATER SYSTEMS -COMPLIES. SEC. R403.10: POOLS E INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. FULL WIDTH OF MUDSiLL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION ii��i�� AIR FOUNDATIBARRIOR WALLAS / CONTINUOUS BEAD \\%\\\° CONCRETE SLAB AS OF SEALANT j\\ \\° a AIR BARRIER . COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTEDAIRSPACE j\ ° a n ATTIC INSULATION A continuous air barrier shall be Installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cart to fit,or A��/. the building envelope. a sealing material. narrow cavities shall be Riled by Insulation INSTALL 1"RIGID ROUGH CUT The ex�riorthemhal envelope caniah Narrow cavities contains 6hatoninsslationread�iycohformstothe ARO �-- - ---- ---- - Generalreg cements omlinuouss - air available cavity space. AIR S DVENTILATIONCHUTE Breaks or joints in the air barrier shalt be -AIR SEAL PERIMETER WITH sealed. Air sealing shall be provided between the EXPANDING FOAM SEALANT / I Garage separation garage and conditioned spy. AIR SEALING DETAIL The air bonier in arty dropped ceilingrsofflt The insulation in any stropped cefingrsoirt shaft be aligned with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building N.T.S. Ceilingrattic Recessed lighting thermal envelope shag be sealed to the thermal envelope shall be air fight and IC Access openings,drop down stairs or knee drywall. rated. 1112"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shall be cut neatly to fit ' , -- EXTERIOR INSULATED WALL The jurxtion of the foundation and sill plate Cavities within corners and headers of frame around wiring and plumbing in exterior walls, shall be sealed. walls shall be insulated by lei Ming Plumbing and wiring or insulation that on installation readiy EXTERIOR INSULATED WALL The junction of fie by plate and the lop of the cavity with a material hang a thermal conforms to available mace shaft extend Wails exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wring. Knee walls shall be sealed. Exterior therms envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs �''' RIGID INSULATION SHEATHING walls shall be installed in substantial contact Showediub on exterior wall adjacent to m m showers and tubs shag separate all be insulated. room)r=TA I L "R-VALUEITHICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between windovrldoorjambsand The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER framing,and skylights and framing shall be Electrical hone box on exterior wags electrical or communication boxes or Z Windows.skylights and doors sealed. air--sealed boxes shall be installed. O HVAC register boots that penetrate building W J Rim''sts Rim joists shall include f HVAC register envelope air barrier. Rimjoists shag be insulated. thermal envel a shall be seated to the a subfbaordrywall. 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shah be installed at any Floor taming cavity insulation shall be SEAL exposed edge of insulation. installed to maintain permanent contact with Men required to be sealed,concealed fire the underside of subfloor decking,or floor sprinklers shag only be sealed in a manner ATTIC INSULATION (cR£B A R� �� ��N.K, re framing cavity insulation shag be permitted that is recommended the manufacturer. Floors{inducing above garage and by cant8evered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not sheathing,or continuous knsdafion installed on be used to fig voids between fire sprinkler the underside of floor framing and extends cower plates and walls or ceilings. WOOD TRUSS FRAMING � F • ► o from the bottom to the top of all perimeter i '. floor franfng members. SHEATH INTERIOR OF ATTIC ACC ESS TO 'P +1"OF INSULATION LEVEL -------- Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and lue I 9l P Z a a c �O Crawl space walls shag be covered with a Class I vapor retarder Insulation shag be permanently attached to Shags,penetrations shaft;opening to exterior or unconditioned 1"RIGID IN SULATION F OF N with overlapping joints taped. the crawlspace walls. space shag be sealed. ---ACCESS PANEL DRAW ACCESS PANEL TABLE R402.1.2 >T H PERIMETER SCREWSSNUG a TRIM AS REQUIRDEO INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT FINISHED CEILING GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL �./-TAIL i✓ T I i••� ZONE U-FACTORb U-FACTOR SHGCb,e R VALUE R-VALUE R-VALUE R VALUE R-VALUE &DEPTH R-VALUE * ' ' " h AIR SEALING AT ATTIC HATCH ll FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S o 4 0.32 055 0.40 49 20 0R 13+5 8113 19 10113 102 FT 10J13 ' RIGID INSULATION SHEATING F- 000 t z c•7 5 0.30 035 NR 49 20 OR 13+5h 13117 30g 15119 102 FT 15f19 a r I i W (0 � I 1 6 OPTION 1 0.30 0.55 NR 49 OR h 15120 309 15119 10A FT 15119 i i W 13+10h g 6 OPTION 2 0.28 035 NR 60 23 CAVITY 101 30 15A9 10.4 FT 15119 q' Q W Q Of Y NR = Not Required. n 1 4$ x ) r< `� �.•. `< O oC For St: I foot = 304B min s.. s` j. PREFAB - ATTIC INSULATION OO h ,h FIREPLACE UNIT z J Z W „r SITE BUILTATTIC ENCLOSURE-MECHANICALLY SECURED A R-VALUES ARE MINIMUMS.U-FACTORS ARID SHC1C ARE MAXIMUMS.WHEN INSULATION INSULATION 15 INSTALLED N A CAVITY THAT IS LESS THAN THE ) ' ¢ N� r I O U Z LABEL OR DESIGN THIGWESS OF 7HE INSULATION THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE _•. _ -r W s RIGID INSULATION"R-VALUEIDEPTH PER CLIMATE" SnCiFII=D IN THE TABLE. � � Y � � W Lll � Q C) B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS.THE SHCsC COLUMN APPLIES TO ALL GLAZED FENESTRATION ':J h ljj ill 1111111 J = O= C. "10/W MEANS R-10 CONTINUOUS INSULATION ON T14F INTERIOR OR EXTERIOR OF THE BIOME OR R-13 CAVITY INSULATION ON THE NTERiOR �S ' INS STUD WALL � ULATED IXTERI 0 U OF THE BASEMENT WALL.15AS"MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR Oi•THE HOME:OR R-n CAVITY n- o q ?- INSULATiON AT THE INTERIOR OF THE BASEMENT WALL.ALTERNATIVELY,COMPLIANCE WITH °i5AS' SHALL BE R-13 CAVITY INSULATION r, lr INSTALL INTERIOR Q = N m ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION.ON THE INTERIOR C EXi> RIOR OF THE +SOME. SHEATING PRIOR TO � N U D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB N ADDITION TO THE REQUIRED SLAB EXsE INTALLATION OF PREFAB d INSULATION R-VALUE FOR SLABS.AS INDICATED IN THE TABLE.THE SLAB EDGE NSULATION FOR HEATED SLABS SHALL NOT BE FIREPLACE UNIT MECHANICAL LATCH TO REQUIRED TO EXTEND BELOW THE SLAB. ATTIC FLOOR FRAMING PRESSURE SEAL AT 06 E. RESERVED WEATHERSTRIPPING z F. RESERVED. _TT Cs ALTERNATIVELY,INSULATION SUFFICIENT TO FILL THE FRAMNG CAVITY AND PROVIDIt�s NOT LESS THAN AN R-VALUE 0--R-19. AIR SEALED WALLIII H. THE FIRST VALUE IS CAVITY INSULATION,THE SECOND VALUE 15 CONTINUOUS INSULATION,THt=REFORI=,A5 AN EXAMPLE,"13+5"MEANS R 13 O 0W, CAVITY INSULATION PLUS R-5 CONTINUOUS INBULATIOPL I. MASS WALLS SHALL BE N ACCORDANCE WiTH SECTION R4022.5.THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE N.T.S. COMPRESSIBLE WEATHERSTRIPPING W U Z � INSULATION IS ON THE INTERIOR OF THE MASS WALL. CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE O 0 m N MANUFACTURED RECESSED LIGHT ENCLOSURE TABLE R402.1.4 a ATTiC INSULATION o C o 0 MANUFACTURED PULL V � � EQUIVALENT U-FACTORS ATTIC MUSS DOWN STAIR W -WOOD FRAME FLOOR ASSEMBLY O Q 0 0 - CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE Ix 0 (2 ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR UU-FACTORb U-FACTOR WALL WALL U-FACTOR U-FACTOR d z J II 4 0,32 0.55 0.026 0.050 0.098 0,047 0.059 0,065 - - 1 � 0 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 _ _ _ _ - ' o VETA I L W o w 6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 - - AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S 0 ln� t- A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT,CALCULATION BR AN IXPNADING SEALANTAT PENt1ETER a. w d W w z N APPROVED SOURCE. O O w J U W L0 DRYWALLCEILING ~ I- r B. MASS WALLS SHALL SE IN ACCORDANCE WITH SECTION R40225,WHERE MORE THAN HALF THE RECESSED LIGHTING FIXTURE a EL L) a INSULATION 15 ON TI-iF INTERIOR,THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.081 IN CLIMATE (17 ZONE 4 EXCEPT MARNE,0.065 IN CLIMATE ZONE 5 AND MARNE 4,AND 0.051 IN CLIMATE ZONE 6. CONTINUOUS BEADOF SEALANT C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R3WiJ AND TABLE R301.1,THE BASEMENT WALL DWG NO U-FACTOR SHALL NOT EXCEED 0360. METAL L PETAL L 7 AiR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 101 2020 RESIDENTIAL CODE OF NEW YORK STATE TABLE R602.3(1) FASTENING SCHEDULE 2020 RESIDENTIAL CODE OF NEW YORK STATE FIGURE 11602.10.7 NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND TABLE R602A0.3(1) END CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,C LOCATION BRACING REQUIREMENTS BASED ON WIND SPEED 14 Blocking between ceiling joists a rafters 16d common(3 10 x 0.162") 16"o.c.face nail EXPOSURE CATEGORY $ ROOF to top pate 3ta- 1=00T MEAN ROOF HIEGHT MINIMUM TOTAL LENGTH (FEET)OF $RAGED WALL PANELS 16d box(3117 x 0.135");a 12"o.c.face nail 4-8d box(2 1/2"x 0.113)or 3'x0.131"nails 10- FOOT WALL HIEGHT REQUIRED ALONG EACH $RACED WALL LiNE 1 Blocking between ceiling joists a rafters to top 3-8d common 112"x 0.131 or Toe nail ' 15 Bottom plate b joist,rim joist,band'joist or 3-16d box(3117 x 0.1351 ;or 3 each 16"o.c.face nail 2 $RACED WALL LINES CONTINUOUSLY SHEATHED � CONTINUOUSLY SHEATHED plate 3-10d box(Y x 0.128"):or 0 2-16d common(3117 x 0.167);or 2 each 16"o.c.face nail ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS BRACED WALL LINE �' BRACED WALL LINE �T 3-3'k 0.131"nails blocking(at brace wall panel) 43"xO.131"nails 4each 16"o.c.face nal WIND SPEED STORY LOCATION S}'ACtNIG METHOD LIE3b METHOD 65 �,��p5' C5-WSP,CS-Cs, 4-8d box(21/2"x 0.113)or IMPS) (FEET) 2 Ceiling joists to top plate 3-Bd common(21/Z"x 0.1311:or Perjoist,Toe nail 4-8d box(21/2"x 0.1131;a BV-WvP,ABW,9=1-1, CS-PF 3-1 Od box(3"x 0.128):or 3-16d box(3112'x 0.135");or F%CS-SFB 3-3"x 0.131"nails 4-8d common(212"x 0.131");or Toe nail 410d box(3"x0.128");or 10 4.0 4.0 25 20 3 Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.129);or Face nail 16 Top or bottom plate to stud 4-3"x 0.131"naffs 20 1.0 -to 4.0 35 over partitions[see Sections R802.3.1,R802.3.2 3-16d common(31/2"x 0.167'0;or and Table R802.5.1(9)) 4-3"x 0.131"nails 3.16d box(312"x 0.1351;or 30 105 10.5 6.0 5.0 2.16d common(3112"x 0.162");or End nail 40 135 135 8.0 6-1-7Ceiling joist not attached to parallel rafter 3.1 Did box(3"x 0.129");a 50 165 16.5 95 8.0 4 (heel joint)[see Sections R802.3.1 and R802.3.2 Table R802.5.1(9) Face nail 33"x 0.131'nails 60 195 i95 115 95 RETURN HOLD-DOWN 3.1 Od box(3"x 0.128");a PANEL BRACED WALL PANEL AT DEVICE BRACED WALL PANEL AT and Table R802.5.1(9)J 17 Top plates,laps at corns s and 2-116d common(3117 x 0.162*);a face nail 10 75 75 45 35 5 Cogan tie to rafter,face nail or 1 114"x 20 a. 4-10d box(3"x 0.128'�;or Intersections 33"x 0.131"nails <120 20 14.0 14.0 8.0 -7 0 END OF BRACED WALL LINE END OF BRACED WALL LINE 9 Face nail each rafter 11.0 5 95 END CONDITION 1 END CONDITION 2 ridge strap to rafter 3-10d commas(3"x 0.148");a 30 20.0 20 43"x 0.131"nails 3-8d box(21/2"x 0.113);or 18 1"brace to each stud and plate 2-8d common(21/2"x 0.131'); or Face nail 40 255 255 15.0 12-15 3.16d box nails(3112"x 0.1135");a 2-10d box(3"x 0.128');or 50 315 315 160 155 6 Rafter or roof truss to ate 2 toe naffs on one side and 1 toe nail 2 staples 13/4" 60 3'15 375 215 185 � 3-10d common nails(3"x 0.148");a Pi CONTINUOUSLY SHEATHED L CONTINUOUSLY SHEATHED _410d box(3"x 0.128"}; a on opposite side o each rafterr 5 r LL L �T 4-3"x 0.131"nails truss 19 1"x 5'sheathing b each bearing 3-8d box(2112"x 0.113");a 10 NP 11.0 65 5 BRACED WALL LINE BRACED WA INE 4-16d (3112"x0.135");a 2-8d common(212"x 0.131"): or Face nail 20 NP 205 115 10.0 rrl 2-tOdbox{3"x0.128O.12T");a 3-10d common(312"x 0.11481; or Toe a 2 staples,("cxo ga.,13J4"long 30 Nf:1 2so 1'i.0 145 41 Od box(3"x 0.128"); a 40 NP 38D 22.0 185 7 Roof rafters to ridge,valley or hip rafters or 43"x 0.131"nails 3-8d box(21/2"x 0.113");or 50 NP 4-t.0 21.0 23D roof rafter to minimum 7'ridge beam 3-16d box(3112"x 0.135") ;or End nail 3.8d common(21 O x 0.131'); or 2-16d common(31/2"x 0.1621;or 3-10d box(3"x 0.128");or 60 NP 555 32.0 21.0 Ll 3-1 Od box(T x 0.128); or 20 1'x T and wider sheathing to each bearing 3 staples,1"crown,16 ga:,1314"long Face nail 3-Tx0.131"nails 10 45 45 25 25 IST FL Wderthan 1"x8" WALL 4$d box(21/2"x O.113); or 20 s5 85 Bo 4 0 3.8d common(2117 x 0.131 1 ;or 30 12.0 120 1.0 6D 8 Stud to stud(not at braced wall panels) 16d common (3 1)2"x 0.162') 24"o.c.face nail 3-1Od box(3"x 0.128");or 40 155 155 '3.0 15 RETURN D' 10d box(Y x .128'];or 4 staples,I"crown,16 ga.,1314"long 50 ITIS IS5 Mo 95 PANEL 16"o.c.face nail 4$"MINIMUM BRACED WALL PANEL FIRST BRACED 3"x 0.131"nails 10,MAX 16d box(3117`x 0.135');or 12"o.c.face nail FLOOR 60 23-0 23.0 13fD I1.0 AT END OF BRACED WALL LINE WALL PANEL 9 Stud to stud and abutting stud at intersecting 3"x 0.131"nails *SEE REQUIREMENTS wall comers(at braced wall panels) 16"o.c.face nail 4.8d box(2112"x O.113); a 10 85 65 5.0 45 END CONDITION 3 END CONDITION 4 16d common(31/7'x 0.162 3-8d common(2117'x 0.1311 ;or 20 16.0 16.0 95 so 16"o.c.each edge face Wad 21 Joist to silt,top plate or girder 3-10d box(3"x 0.1Z8'�;a Toe nail <�30 16d common(31/2"x 0.162 30 23.0 23.0 135 115 10 Built-up header(2"to 2"header with 12"spacer) REQUIREMENTS 16d box(31/7'x 0.1351 12'o.c.each edge face nail 3-3"x 0.131"nails 40 30.0 300 1'T5 I5.0 CONTINUOUSLY SHEATHED 8d box(21/7'x 0.11T) 4"o.c.toe nail 50 31Z 3-i.0 215 }8.0 BRACED WALL LINE RETURN PANEL:24"FOR BRACED WALL LINES SHEATHED WITH 11 Continuous header to stud 5-8d box(21/2"x 0.113");or toe nail 60 44.0 44.0 25.0 215 WOOD STRUCTURAL PANELS 32"FOR BRACED WALL 4-8d common(21/2"x 0.1311; or 22 Rim joist,band joist or blocking to sill or 8d common(21/2"x 0.1311;or LINES SHEATHED WITH STRUCTURAL FIBERBOARD 4-10d box(3"x 0.1281 top plate(roof applications also) 10d box(3"x 0.1281;or 6"o.c.be nail 10 NP 13.0 15 65 3'x 0.131"nails 20 NP 24Z 135 115 16d common(312"x 0.1677 16"o.c.face nag DISTANCED:24"FOR BRACED WALL LINES SHEATHED WITH 12 top plate to top plate 38d box (21/7'x 0.1131;or 30 NP 34.5 195 11.0 10d box(3"x 0.128');or 12"o.c.face nail 23 1"x 6"subfloa or less to each joist 2-8d common(21/2"x 0.131');or face nail WOOD STRUCTURAL PANELS 32"FOR BRACED WALL Y x 0.131"nal s 3.10d box(3"x 0.1281;or 40 NP 445 25,5 22.0 LINES SHEATHED WITH STRUCTURAL FIBERBOARD Double top plate splice for SD Cs A-D2 with 8-16d common(3112"x 0.167);or 2 staples,T'crown,16 ga.,13/4"long B✓o NP 55.0 315 265 seismic braced wall lire spacing<25' 12-16d box(3117x 0.1351;or face nail on each side of end joint 60 NP 65.0 315 315 12-1 Od box(3"x 0.1281;or (minimum 24"lap splice length each 24 2"subfloorto' ist or irder 3-16d box(31/2"x 0.1351;or Blind and face nail HOLD-DOWN:800 Ibs CAPACITY FASTENED TO THE EDGE OF THE 13 12-3"x 0.131"nails safe of end joint) 0 9 2-16d common(31/2"x 0.162') DEVICE BRACED WALL PANEL CLOSEST TO THE CORNER AND Double top plate splice SDCs DO,D1,a D2; t0 55 5 5 3 0 25 TO THE FOUNDATION OR FLOOR FRAMING BELOW z and braced wag line spacing>25' 12-16d(3112 x 01351 20 10.0 10.0 55 5.0 25 2"planks(plank&beam-floor&roof) 3-16d box(31/2"x 0.135);a At each bearing,face nail 30 14.0 14D 8.0 -to 0 2-16d common(31/2"xO.167") HOLD-DOWN > 40 18.0 16.0 105 So r.uW DEVICE FIRST BRACED 3-16d common (3112"xO.1671 50 225 225 13D 11.0 WALL PANEL 26 Band or rim joist to joist 4-10d box(3"x 0.1281;or End nail 60 265 265 15.0 13.0 END CONDITION 5 4-3"x 0.131"nals;or 10 too 10o 6.0 5 0 SEAL 4-3"x 14 ga.staples,7/16"crown FOR St:1 INCH=25.4MM,1 FOOT=304.$MM,1 POUND=4.48 N Nail each layer as follows:32'o.c. 5140 20 185 185 11.0 C3 0 5�`,�".K. jRch'/ 20d common(4"x 0.192');or at lopand bottom and staggered. 30 21.0 27.0 lap-513.0 Fyn � 10d box(3"x 0.128");or 24"o.c.face nail at by and bottom 40 35.0 35.0 20.0 11.0 27 Built-up girders and beams,2 inch lumber 3"x 0.131"nails staggered on opposite sides 50 43.0 43.0 245 21.0 layers And: 60 51.0 51.0 21Bo 25.0 2 20d common(4"x 0.1921;or Face nail at ends and at each CP 3-1 Od box(3'x 0.128");or splice 10 NT 5 15D 8 7.5 3-3"x 0.131 nails 4-16d box (31/7'x 0.1351;or 20 NP 215 16.0 13.5 28 Ledger strip supporting joists or rafters 3-16d common(31/2"x 0.162'1;or At each joistor rafter,face nail 30 NP 39.5 23.0 IS-5O F N Q� 4-1 Od box(3"x 0.128');or 40 NP 515 295 25.0 4-3"x 0.131"nails 50 N10 635 365 31.0 29 Bridging to joist 2-10d(3"x 0.12F) Each end,toe nail 60 NP 155 43D 365 TABLE R602.10.3(2) WiND ADJUSTMENT FACTORS TO THE REQUIRED LENGTH OF WALL BRACING ADJUSTMENT FACTOR = 1.00 00 M ADJUSTMENT FACTOR a'b ~ ITEM NUMBER ADJUSTMENT BASED ON STORY/SUPPORTING CONDITION [MULTIPLY LENGTH FROM APPLICABLE METHODS 00 F- TABLE R602.10.3(1)BY THIS FACTOR] FIGURE R602.10.2.2 Z m 2020 RESIDENTIAL CODE OF NEW YORK STATE B 1.00 LOCATION OF BRACED WALL PANELS W `O ONE-STORY C 120 FOR SI:1 FOOT=3042 MM 2 TABLE R602.3(3) STRUCTURE D 1.50 U) REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 1 EXPOSURE CATEGORY TWO-STORY C 130 MINIMUM ULTIMATE DESIGN STRUCTURE D 1.60 W Y MINIMUM NAIL MINIMUM WOOD NOMINAL PANEL NAiL SPACING WIND SPEED V ult STRUCTURAL MAXIMUM WALL (mph) THREE-STORY B 1.00 (� 0 O} O PENETRATION PANEL SPAN PANEL THICt4VESS STUD SPACING win exposure category STRUCTURE C 1.70 I-- W W SIZE RATING (INCHES) EDGES FIELD D 1.70 z .� z(INCHES) (INCHES) ( (INCHES O.C.) (INCHES O.C.) B C D 6d COMMON <_5 FEET 0.70 L 10' MAX y 7y 20'MAX 1, L >. 0'MAX u- w tY z 1.5 2410 1/2' 16 6 12 140 115 110 W 0 � D J W (2.0 x 0.113") ROOF ONLY 10 FEET 15 FEET 1.30 BWL3 eWL2 BWLi a ((D > = p 0 20 FEET 1.60 a J () U D -r W COMMON 16 6 12 170 140 135 ALL METHODS - a a- o y. 1.75 24/16 7/16" (2.5"x 0.131") <5 FEET 0.85 3 �* D N Q 24 6 12 140 115 110 2 ROOF F.AVE-TO RIDGE ROOF+1 FLOOR 10 FEET 1.00 ❑ >� � N V r m UJ HEIGHT 15 FEET 1.15 v � a. FOR SI:1 INCH=25.4 mm,1 mile per hour=0.447 m1s. 20 FEET 1.30 I I 9 o 06 A Panel strength axis parallel or perpendicular to supports.Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with 55 FEET 0.90 panel strength axis perpendicular to supports. ROOF 2 FLOORS 10 FEET 1.00 ' I ( u- 0 B.Table is based on wind pressure acting toward and away from building surfaces in ac=dance with Section R301.2.Lateral bracing requirements shall be in 15 FEET 1.10 i D W accordance with Section R602.10. (1) 20 FEET NOT PERMITTED I i i U C.Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 2410 span rating.Plywood siding rated 16 o.c. or 24 o.c shall be permitted as an alternate to panel with a 24116 span rating.Wag-16 and Plywood siding 16 o.c.shag be used with studs spaced not W Z more than 16 inches on center. 8 FEET 0.90 N z / W V z WALL HEIGHT 9 FEET 0.95 w J o N 3 ADJUSTMENT ANY STORY 10 FEET 1.00 11 FEET 1.05 � _ � W � 12 FEET 1.10CY 2020 RESIDENTIAL CODE OF NEW YORK STATE 2 1.00 W O NUMBER OF BRACED � m Q Q O TABLE R602.10.4 4 WALL LINES(PER PLAN ANY STORY 3 1.30 i m >Y O BRACING METHODS DIRECTION) 5 1.60 "-"� - -' Z -J II (� Q �r Continuous Sheathing Method FASTENED TO THE END 00 0 0 0 STUDS OF EACH BRACED DWB,WSP,SFB y 20'MAX y y 20' MAX W U W 5 ADDITIONAL 800-POUND TOP STORY ONLY 0.80 NOTE:CONTINUOUS SHEATHINC - (1) CONNECTION CRITERIA WALL PANEL AND TO THE PBS,PCP,HPS, METHODS REQUIRE ALL FRAMED t- 0 HOLD-DOWN DEVICE PORTIONSOFTHEBRACED H � � U N FOUNDATION OR FRAMING BELOW METHOD, MATERIAL MINIMUM THICKNESS FIGURE WALL LINE TOBESHEATHED. w a- W Z N Fasteners Spacing DWB WSP SFB o w J W LO Q N OMITTED FROM INSIDE FACE 6 INTERIOR GYPSUM BOARD ANY STORY 1.40 PBS,PCP,HPS,CS- a a- 6 (f) ¢ Exterior sheathing per 6'edges 12"field FINISH(OR EQUIVALENT) OF BRACED WALL PANELS WSP,CS-D,CS-SFB ° G$.W$[p Table R602.3{3) DWG NO 1/2" = 4 INCHES O.C.AT PANEL EDGES, Continuously sheathed Y wood structural panel "" := r Interior sheathing per Varies by fastener 7 GYPSUM BOARD ANY STORY INCLUDING TOP AND BOTTOM 0.70 GB P " "` Table R602.3(1)or R602.3(2) FASTENING PLATES,AND ALL HORIZONTAL 8 JOINTS BLOCKED 10 8d @ 6"oc toed in L along braced wall TOP PLATE 6" 0 8d COMMON NAILS CORNER HOLD - DOWN DETAILS @ 6"O.C.ON EDGES ONLY 1/2" MIN. STRUCTURAL TOP PLATE WOOD PANEL = 8d COMMON NAILS r @ 12"O.C.ON 6,. SIMPSON"HDQ8 OR 2-16d COMMON FIELD ONLY "SIMPSON"PH^D6 NAILS @ 6"O.C. ATSTUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION FOR FULL LENGTH ° FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP SOLID BLOCKING BETWEEN o ° OF STUD "SIMPSON"CMSTCI6 FOR CLOF EA.PLATE TO PLATFORM BELOW- SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP ° 12"BEARING ON 16 d COMMON NAILS @ 16"O.C. 2-16d COMMON W/ 5 "DIAM.ATR ALL THREADED PLATES 8d COMMON @ 6"OC ALONG WALL STUD • Ig ( SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL PANEL ° NAILS @ 6"O.C. ROD)ANCHOR,EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP ti • • ' PLATES 8d COMMON 6"OC ALONG a OF ANCHOR IN CONCRETE IS 10" @ SILL PLATE • . 4 MIN.. USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL i i BLOCKING @ i ANCHOR BOLTS , • • s HIGH STRENGTH EPDXY ADHESIVE ENDWALL do 3-16d@161�a11 ' . TO SECURE ANCHOR,DRILL 3/4 along braced DIAM. HOLE FOR EPDXY. FOLLOW MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION ° OC TO PERPENDICULAR RAFTER. END KING END SHEARWALL SLAB ON GRADE 2-16dCOMMON NAILS @ 6"Q.C. "SIMPSON"HDQ8 OR FOR FULL LENGTH "SIMPSON"PHD6 ZZ OF STUD L � L NOTE: ALL STRAPPING,ANCHORS, HOLD 8d a?6"oc toed in DOWNS,&ADHESIVES TO BE a Ong braced wall INSTALLED GABLE END SPECIFICATIONS CLG JTS DETAIL AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. TOP PLATE 8d @ 6"oc toed in (ONLYAPPLICIABLE FOR TWO STORY CONFIGURATIONS): 6" along braced wall D1/2"MIN.STRUCTURAL CLG JTS FOR STRAP- 3 8 d COMMON NAILS EA.END OF STRAP HOLD DOWN DETAILS Krt6• WOOD PANEL 8d COMMON NAILS @ 6"O.C.ON EDGES TOP PLATE PLATFORM BELOW- 1 16 d COMMON NAILS 16"O.C. ONLY 6' = 8d COMMON NAILS o 3-16d@16"oc @ 12"O.C.ON 8d COMMON NAILS along braced wall FIELD ONLY @ 12"O.C.ON "SIMPSON"HDQ8 OR 2-16d COMMON ATSTUD TO FLOOR ASSEMBLY TO SILL PLATE(S)CONNECTION = FIELD ONLY "SIMPSON"PHD6 NAILS @ 6"O.C. "SIMPSON" FOR FULL LENGTH SIMPSON HDU4-SDS2.5 HOLDDOWN ° 2-16d COMMON STHD14R7 NAILS @ 6 O.C. „ FOR STRAP- 3 8 d COMMON NAILS @ EA END OF STRAP W/ 5 "DIAM.ATR(ALL THREADED OF STUD 12 BEARING ON FOR C OF EA.PLATE TO PLATFORM BELOW- 8d COMMON NAILS t °° FOR FULL LENG WALL STUD d COMMON NAILS @ 16"O.C. ROD)ANCHOR, EMBEDMENT LENGTH @ 6"O.C.ON EDGES ° C OF STUD Z FLOOR JOIST OF ANCHOR IN CONCRETE IS 1O" 3-16d@16 oc ONLY °o 0 MIN..USE SIMPSON SET EPDXY-TIE along braced wall AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. BLOCKING @ ' •• HIGH STRENGTH EPDXY ADHESIVE 8d @ 6"oc toed in _ .' y along braced wall {ONLYAPPLICIABLE FOR TWO STORY CONFIGURATIONS): ENDWALL w SILL PLATE • • • TO SECURE ANCHOR, DRILL 3 ANCHOR BOLTS + DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP is ` i , .. SEAL MANUFACTURER'S INSTRUCTIONS. PLATFORM BELOW- 1 16d COMMON NAIL5@16"O.C. "' = 1�� ED POURED CONCRETE/ o a \ate •, � MASONRY TOP PLATE f`_ •• \5 FOUNDATION 6" 8d COMMON NAILS • �.` ° '.. •" @ 12"O.C.ON 4 � .. ., . •,+: �. •� f 7 a FIELD ONLY •, � • • ��• , '_ � END SHEARWALL ON FOUNDATION vr'MIN. STRUCTURAL NOTE: 718" TREADED ROD EMBEDDED 12 1/2" .. F� s r WOOD PANEL ALL STRAPPING ANCHORS, = 8d COMMON NAILS HOEDOWNS &ADHESIVES STRENGTH EPDXY'ADHESIVE)&FOR TEMPS �o,, tI20�` ,Sa qle WALL @ 6"O.C.ON EDGES TO BE INSTALLED AS PER 0°F-40°F USE"SIMPSON"AT.(HIGH STRENGTH , 3o OF N E ONLY MANUFACTURER'S SPECIFICATIONS ACRYLIC ADHESIVE) 3-16d@1 G'oc along braced wall AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ 16"O.C. D E TA I L L FLOOR OIST (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 1 HOLD DOWN DETAILS •• ;• tj . ; •• •s 'FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP 03 SILL PLATE �5.. r',..•' •1• % •z.. r••••• ••s pLATFORM BELOW- 1 16dCC1MMONNAILS@16"O.C. M 8d @ 6"oc toed in ANCHOR BOLTS— • +` : ' s 1` : ' s 00 along braced wall 00 ce CLG JTS POURED CONCRETE/ Z MASONRY W co TOP PLATE FOUNDATION 2 6" W 2 STORY BRACED WALL PANEL co m 0 W p Y 0 O- O Cr z —~' z w AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION @ IT O.C. (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): O LLI -j L W W Q -j W FOR STRAP- 3 8 d COMMON NAILS @ EA.END OF STRAP Q 6"oc toed in FOR C PF EA.PLATE TO PLATFORM ABOVE&@ C OF EA.PL¢TE TO O a: = 8d O a ong braced wall PLATFORM BELOW- 1 16 d COMMON NAILS @ IT O.C. a j vCN FLOOR JOIST N U m SIMPSON HOLDDOWN W/ 58 "DIAM. 6„ ATR(ALL THREADED ROD) 06 C SEE THIS SHEET FOR DETAIL z 8d COMMON NAILS @ 6"O.C.ON EDGES W � U 1/2"MIN.STRUCTURAL ONLY WOOD PANEL 8d COMMON NAILS W z J °° N @ 12"O.C.ON O N FIELD ONLY U W W along brraaceed wall SIMPSON HOLDDOWN W/ 5� "DIAM. Q Q ATR(ALL THREADED ROD) 0 ANCHOR, EMBEDMENT LENGTH OF < z w Ii ANCHOR IN CONCRETE IS 10"MIN.. f' -' FLOOR JOIST USE SIMPSON SET EPDXY-TIE HIGH W 0 N •.• STRENGTH EPDXY ADHESIVE TO SILL PLATE •. �5.. •' :••• SECURE ANCHOR,DRILL 3/4"DIAM. d O U W HOLE FOR EPDXY. FOLLOW ~ ANCHOR BOLTS w � W N W � Z MANUFACTURER'S INSTRUCTIONS. w J = = w L0 POURED CONCRETE/ CL MASONRY FOUNDATION DWG NO 2 STORY END WALL SHEARWALL 9 10 $LOGkIN2 V MONNI TABLE R301.2.1.2 GENERAL 1-A57ENIN6 5GHEDULE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS eb,cd RESIDENTIAL CODE OF NEW YORK STATE RlWel-PLA7FORM PRAMINS ONLY R3012.1.1 DESIGN CRITERIA CONSTRUCTION IN REGIONS WHERE THE BASIC FIGURE R602.10.8(1) WIND SPEEDS FROM FIGURE R3012(4)EQUAL OR EXCEED 130 MILES PER HOUR BRACED WALL PANEL CONNECTION WHEN PERPENDICULAR TO FLOORICEILING FRAMING (177.1 knl SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. FASTENER SPACING (INCHEOP FASTENER 4 FEET It FEET 4 4 FEETT 1.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST TYPE PANEL E PANPANEL SPAN PANEL SPAN AND PAPER ASSOCIATION(AF7PA)-WOOD FRAME CONSTRUCTION ATTIC 6 FFFT 4 8 FEET MANUAL FOR ONE AND TWO FAMILY DWELLINGS{WFCM); No.8 WOOD SCREW BASED CONTINUOUS RIM — ADDITIONAL FRAMING FULL HEIGHT BLOCKING ANCHOR WITH 2-INCH 1(0 10 8 OR END JOIST MEMBER DIRECTLY ABOVE @ 16"O.C.ALONG BLOCKING 2 BAYS EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BACK @ 4%0'O.C. N g]RACE 1(0 12 9 WALL PANEL 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS AT No. 10 WOOD SCREW BASE J ANcuoR WITH ?-INcu BRACED WALL PANEL EACH BLOCKING MEMBER � EMBEDMENT LENGTH BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL Z SECOND FLOOR Y4 -INCH LAGSCEW BASED w ANCUOR WITH 2-INCH 1(0 16 1(0 3-16d 16"O.C.ALONG 3-16d 16"O.C.ALONG 316d AT EACH EMBEDMENT LENCxTH BRACED WALL PANEL BRACD WALL PANEL BLOCKING MEMBER6 BLOCKING 2 BAYS 2-16d NAILS EACH SIDE INTERIOR ZONE BACK @ 4.0"O.C. CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING a.This table is based on 180 mph wind speeds and a 33 foot mean roof height OR END JOIST MEMBER DIRECTLYABOVE ®PERIMETER ZONE BRACED WALL PANEL @ 16"O.C.ALONG b.Fasteners shall be installed at opposite ends of the wood sfrucfural panel. BRACED WALL PANEL FIRST FLOOR G Nails shall be 10d oorl or 12d box nals. NOTE: — GABLE WALL d.Where screws are attached lo masonry or masonryfstucoo,they shall be 1.FOR GABLE ROOFS 10'TO 45°PITCHES (EDGE ZONE) affached utilizing vibration-resistant anchors having a mirtimum ullimalee Withdrawal capacity of 490 pounds. FOR SI:1 INCH=25.4 MM 2.SEE FASTENING SCHEDULE A FOR NAILING BLOCKING 2 BAYS IN EA.ZONE BACK @411O.C. .. CHAPTER 3 BUILDING PLANNING SECTION R301 DESIGN CRITERIA WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF%e AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE Table P3201.7 PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R3012.1.2OR SHALL BE DESIGNED TO RESISTTHE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE SIZE OF TRAPS FOR PLUMBING FIXTURES WTHTHE PROVISIONS OF THE 20151.R.C. Sec. P3103.1 - Roof Extensions VENTED ATTICS WITH AIR PERMEABLE INSULATION Open vent pipes that extend through a roof shall be terminated not less than 6 inches above the anticipated PLUMBING FIXTURE TRAP SIZE INCLUDE BAFFLE ADJACENT TO SOFFIT AND SAVE snow accumulation, whichever is greater. Where a roof is to be used for an assembly, as a promenade, (MIN. IN.) VENTS THAT EXTENDS OVER INSULATION (TYP. ) observation deck or sunbathing deck or for simple purposes, open vent pipes shall terminate not less than 7'-0" above the roof. BATHTUB (with or without Sec. P3103.2 - Frost Closure shower head and/or 1 1/2 Where 95% value for outside design temperature is 0 degrees F or less, vent extension through a roof or whirlpool attachments wall shall be no less than 3 inches in diameter. Any icrease in the size of the vent shall be made not Bidet 1 1/4 NOTE: less than 1 foot inside the thermal envelope of the building. PROVIDE ICE BARRIERS AS PER SEC.R905.1.2 donL Clothes with standpipe 2 AND SHALL CONSIST OF A MINIMUM OF TWO LAYERS U3 L/3 Dishwasher(on separate trap) 1 1/2 OF UNDERLAYMENT CEMENTED TOGETHER OR SELF- ADHERING POLYMER-MODIFIED BITUMEN SHEET IN Floor drain 2 PLACE OF NORMAL UNDERLAYMENT AND SHALL Kitchen sink(one or two EXTEND A MINIMUM OF 24'INSIDE THE EXTERIOR �NOMn NOTCHES p traps, with or without WALL LINE. D16MAX ED dishwasher and food waste 1 1/2 1 disposer) D/6MAX. SHEATHING Laundry to one or more compartments) 1 1/2 AIR SHIELD Lavatory 1 1/4 FLOOR JOIST-CENTER CUT LIQUID FLASHING S ower ase on the totalD14MAX. Z flow rate through 0 showerheads and bodysprays) Flow rate: D w 5.7gpm and less 1 1/2 more than 5.7gpm up to 12.3gpm 2 more than 12.3gpm up to 25.8gpm 3 D5MAX. SEAL AIR SHIELD more than 25.8gpm up to 55.6gpm 4 _T7 �ED ARO NOTE: �.K. TF�� FILL JOINT WITH LIQUID FLASHING & CREATE 1" BAND MAX DFROM gar a OVER THE JOINT AREA. DO NOT STRIKE FLUSH WITH SHEATHING NOTE: SUPPORT FLOOR JOIST-END CUTS SURFACE CHIMNEYS SHALL COMPLY WITH THE REQUIREMENTS SHEATHING JOINT TREATMENT OF UL 127 AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE q� ez9 �O MANUFACTURER'S INSTRUCTIONS AS PER SEC. R1005 D F OFE� D/3 MAX RAFTER CEILING JOISTS REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION 00 PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION D/3MAX. 00 co 09 Z M THE CONSTRUCTION TYPE 2 IN.MIN.FROM TOP W DESIGNATION SHALL BE AND BOTTOM OF JOIST :2 PIPE OR CONDUIT W` I , I I , 111 , IV OR V D{ACTUAL DEPTH) TO INDICATE THE CONSTRUCTION m CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE SCNYS CUTTING DRILLING AND NOTCHING DETAIL 0 SECTION 1265.4 SIGN OR SYMBOL OF JOISTS = Q o W 6"DIAMETER I (A)EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTIAL (E)THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER O O STRUCTURE THAT UTILIZES TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION.(1)THE SIGN OR SYMBOL SHALL CONSIST U) IY �: } 1 CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. OF A CIRCLE SIX INCHES(152.4mm)IN DIAMETER,WITH A STROKE WIDTH OF 112 INCH(12.7mm). THE BACKGROUND z z w 1 OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED Li- O z 1 i (B}THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE IN COLOR CONFORMING TO PANTONE MATCHING SYSTEM PMS #187, W = _j W '" ,���-"- -"• "` " - - • "; EXTERIOR OF THE RESIDENTIAL STRUCTURE;PROVIDED HOWEVER,THAT: � ( ) 0 tY (1)IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, (2)THE SIGN OR SYMBOL SHALL BE OF STURDY,NON-FADING,WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, W j 0 Q Q IL A OR IF THE UTILITY PROVIDING ELECTRIC SERVICE TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER = D = REFLECTIVE RED SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX,THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF OR DECAL. TOP PLATES O U cn PANTONE#187r THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX;AND (3)THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE d = N REFLECTIVE WHITE CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE,AS FOLLOWS: N U m . (2)IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF,IN THE OPINION OF THE AUTHORITY HAVING JURISDICTION,THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN (i)IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE DESIGNATION PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER DESIGNATION SHALL BE"V"AND BORED HOLE MAX. 06 D- II IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS,THE CONSTRUCTION TYPE DIOFS PERCENT EMERGENCY AT THE RESIDENTIAL STRUCTURE,THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE (��} OF STUD DEPTH EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A DESIGNATION SHALL BE"1","II","111","IV",OR"V"TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE Z LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER STRUCTURE UNDER SECTION 602 OF THE RCNYS. O W 4 THE SIGN SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION T INDICATE THE LOCATIONS S EMERGENCY AT THE RESIDENTIAL STRUCTURE. O OR B 0 0 CO (n U (C)THE SIGN 4R SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF CONTAINING TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION 5/8"MIN.TO EDGE z OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE STRUCTURAL COMPONENTS AS FOLLOWS: W W o M OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL (i)'F-SHALL MEAN FLOOR FRAMING INCLUDING GIRDERS AND BEAMS; 5B"MIN.TO EDGE > J Z HAVE BEEN AFFIXED. (ii)"R"SHALL MEAN ROOF FRAMING;AND o ZO J 0 N (D)THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART (iii)"FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. EXCEED 25%OFT U W i AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY (5)THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 OCLOCK POSITION OF THE SIGN STUD DEPTH CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE OR SYMBOL,OVER THE LOCATION DESIGNATION,WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE O SIGN OR SYMBOL REQUIRED BY THIS PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED,FADED, SIGN OR SYMBOL. BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40%AND 60% Q �C o ' WORN OR OTHERWISE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE LOCATED IN THE SAME CROSS OF STUD DEPTH,THEN STUD MUST BE � O 1/2 DOUBLED AND NO MORE THAN TWO T- STROKE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY SECTION OF CUT OR NOTCH IN OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS,VEGETATION,AND OTHER OBSTRUCTION THAT ROOF FLOOR STUD SECCESSIVE STUDS ARE DOUBLED Q Z w �I AND SO BORED DESIGNATION FOR STRUCTURAL MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS .J TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. V V fo W O co `— COMPONENTS THAT ARE OF to U W TRUSS TYPE CONSTRUCTION R F NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. 0 DRILLING AND NOTCHING DETAIL W O Z > _ = w ui F GIRD RS AND BEAMS FLOOR FRAMING , INCLUDING V OF STUDS a- [L v ¢ I--- o eN-- R ROOF FRAMING F DWG NO F Px] FLOOR AND ROOF FRAMING ROOF AND FLOOR 10 BUILDING INSPECTOR WILL VERIFY INSTALLTION OF SIGN 1 SYMBOL DURING FINAL INSPECTION. 10