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HomeMy WebLinkAbout47320-Z ��o��gUEF01 Gy Town of Southold 9/23/2022 P.O.Box 1179 W 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43425 Date: 9/23/2022 THIS CERTIFIES that the building ALTERATION Location of Property: 1150 Blue Marlin Dr, Greenport SCTM#: 473889 Sec/Block/Lot: 57.-1-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/13/2021 pursuant to which Building Permit No. 47320 dated 1/11/2022 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 to existing single-family dwelling as applied for. The certificate is issued to Kiernan Jr,Bernard&Mary of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47320 9/6/2022 PLUMBERS CERTIFICATION DATED 8/23/2022 A Aamatkan Plumbi In 0 ' e Signature �SneFoc TOWN OF SOUTHOLD 0�0 kCOGy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE co y oma, 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 #: 47320 Date: 1/11/2022 Permission is hereby granted to: Kiernan Jr, Bernard 75 Oxford Rd Rockville Centre, NY 11570 To: construct alterations to existing single-family dwelling as applied for with flood permit. At premises located at: 1150 Blue Marlin Dr SCTM #473889 Sec/Block/Lot# 57.-1-33 Pursuant to application dated 12/13/2021 and approved by the Building Inspector. To expire on 7/13/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $223.20 Flood Permit $100.00 CO-ALTERATION TO DWELLING $50.00 Total: $373.20 Buil ing nspector oF so�jyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(&.town.southold.nv.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Bernard Kiernan Jr Address: 1150 Blue Marlin Dr city:Greenport st: NY zip: 11944 Building Permit#: 47320 section: 57 Block: 1 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: KV Electric License No: 55844ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 64 Ceiling Fixtures 6 Bath Exhaust Fan 3 Service 3 ph Hot Water Elec GFCI Recpt 7 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 3 Step Lights 3 Recessed Fixtures 76 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt 50A Ceiling Fan 6 Combo Smoke/CO 3 Transformer UC Lights 7' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 5$ 4'LED Exit Fixtures Pump Other Equipment: Steam Shower, Micro / Hood, Oven, Fridge, DW, W/D Notes: Whole House Renovation Inspector Signature: Date: September 6, 2022 S.Devlin-Cert Electrical Compliance Form X\pF SO!/TyQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Gam` Southold,NY 11971-0959 Q Y BUILDING DEPARTMENT TOWN OF SOUTHOLD 1 l CERTIFICATION Date: 3 � r� Building Permit No. v Owner: 1�'-�-Q (Please print) Plumber: S t-\tn P�("1T�,a 1 I Vi6"\�)N� L (Plea7erint) ,A,,q, aw 0s I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. a (Pl� \ rs Signature) Sworn to before me this day of 11 20 '�}lOMA3 J.MoCARTW I ri PubNa.StM of New YOM Suffolk County•No.5004790 Cbmtnission Expires November 23. NotaryPublic, C County AUG 2 3 2022 BUILDING DEPT' T0U'JN OF SQUTH? ,,?i o�apFson UIyo! 7 326 11 G�o �Uo/`ei�l - � o # # TOWN OF'SOUTHOLD BUILD G DEPT. `ycourm N 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 REMARKAN, 1�'r nlo,4• 44 4 64 r c- re-f coo6 d to bJs] -lar A� 1�0 46 06�- k101�a,;i A- 07� DATE INSPECTOR SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [V FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [n] RENTAL REMARKS: -fie'✓ w I%kL olrile: mtbli� s 441 - 1 C44, e� (p&OL,,4 fw%1 MA dW�AA MOP- Adzaw--,-, ola a W6 11 r DATE �� 'lid INSPECTOR 2;3 -0 /b50 Ivel �f OF SOOT OF SOUTHOLD BUILD NG DEPT(. �ycou631-765-1802 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: All t" o v�Zel. / Oro lee,-410A L I L DATE 0 INSPECTOR Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer UJI ! SEP 1 6 2022 TOW, April 30,2022 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 1150 Blue Marlin Drive, Southold NY(Building Permit#47320) To Whom It May Concern, Please note the following concerning this application: • I have inspected the framing and of the dwelling and find that the work conforms with the NY State code and the approved plans. Should you have any questions please do not hesitate to call. Sincerely, O� AEW YAR c CO jU 4 W ey . Butler,P.E. I` '��` w 0 �2s� 073�9� �P�v �pROFES5�O Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-8850 Licensed Professional Engineer SEP 16 2022 TM , . June 1,2022 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 1150 Blue Marlin Drive, Southold NY(Building Pelmit#47320) To Whom It May Concern, Please note the following concerning this application: • I have inspected the plumbing within the dwelling and find that the work conforms with the NY State code and the approved plans.A system pressure test was witnessed for both the supply and drainage pipes. All piping and fittings were verified to be in compliance with the code. . Should you have any questions please do not hesitate to call. incerely, ��OF MEF �``P 4��Y TT0 S eG� e rey . Butler P.E. v-= w A�oFFS S1 oc%P� Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, New York 11901 631-208-3650 Licensed Professional Engineer SEP 15 2022 t� rf_Jtr:�• _ TO'a.. June 12,2022 Building Department Town of Southold 54375 Main Road Southold,NY 11971 RE: 1150 Blue Marlin Drive, Southold NY(Building Permit#47320) To Whom It May Concern, Please note the following concerning this application: • I have inspected the insulation of the dwelling and find that the work conforms with the NY State code and the approved plans and the Energy Report on file with this application. Should you have any questions please do not hesitate to call. OF NEM,, 10 - cerely, �Q'� L� T 02 F� *eT.Butler,P.E. c� ?�A 073493 10 FES of l Bunch, Connie From: Tom Mccarthy <tmccarthy.tmccarthy@gmail.com> Sent: Friday, September 02, 2022 8:45 AM To: Ruthie Love; Bunch, Connie Subject: 1150 blue marlin Please send to john jarski ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unex ected emails. 4: 4 �y BUILDING DEPT. TOWN OF SOUTHOLD i I i 'ti � . y. w� �.v _ - ' S.. `' � •� ,� , .. .- �! . ,'.. 2 " ~ �J`. ��y•w'� rte- r • / VA f �'11�f' /1 •6 �' Al' �OF ,fir. .,,y„ . .�' .✓a ,. • — __. • J".. jam'. _ I r 1+ � as 4 r • r � vim /y 1 .i 5 t� ti Thanks, Tom Thomas J.McCarthy Thomas J.McCarthy Real Estate,Inc. 46520 County Rd.48 Southold,NY 11971 631-765-5815 Office 631-765-5816 Fax 516-779-6386 Cell www.thomasimccarthy.com tmccarthy.tmccarthy@gmail.com 6 Bunch, Connie From: Tom Mccarthy <tmccarthy.tmccarthy@gmail.com> Sent: Friday, September 02, 2022 8:47 AM To: Bunch, Connie Subject: 1150 blue marlin For sean ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 4 Z mob: �S t • F �i " L T s 1 4 [ED C��O�IC DD S2 "022 BUILDING DEPT. TOWN OF SOUTHOLD t ' Aja y - fib. s.�,A 1.+ �,`..L:.f ...a' ;.�,. >,' •�;• _ F r y1 n n 41, yl I lot flV. :I �.� �:, ►�,. d I r • �' 1G _ Q' - k ' ' �,,, ^�.. i �. ,� ., �. fi � t ` � �� ,� �.; , ., W_ � f _ s' . _ � �- � - �' - .. �- , i 41 �x.tee'- + F. `• y. ,r� � -_ �~**. I�. ..) 1� � _+!R � ! � � C� � �� _. ..... u r MA _ , f� 1 � f ♦v r �y r. ! j s.tl. 1 I i t 7 • � y it#�� 'j ` • ~ .fir /!/` i# t.r ?. • t�� r1^wt. ThomasTom Thomas 46520 County • • 48 Southold, 631-765-5815 Office 631-765-5816 516-779-6386 Cell 1 tmccarthy.tmccarthy@gmail.com FIEI;D:INSRET?�A3'E.;':�" Q N' , lJ V O' D �I .1ST FOUN .AT` On 7 77 1�77 rA H S.! .S .FOUNDA'I'I.OFt42NA:)` ., . • iii: .•.ts., _ ,,�., :,2, ,I,'.;..i,,jr.� ch v RQUGH FLN.G ,r p ;vnv:G 7.7 q'. 1 yy V )�::�::i"�."".:•:.:,_.`..is l J INSULATION. SR.N .y. ,;: �. y. ` STATE EN RGY•CO0 4 41't:i eev P. A We i"M. �. LIZI RM iee- fu �b r J :Vii".�.f�:• :<;":{a:i :i':;;r�. , r.' :t • '1�•.:.:'�^i.?�:' ,:SAY.:.. "'}:i':�v"iA::., s i• .t r!} Authentisign ID:628FEC1B-6001.45AE-A5EC-7BD55C6B40F7 ods°FFoc��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT " "y2 a Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ?y o� Telephone (631) 765-1802 Fax(631) 765-9502 h_ptt s://www.southoldtomLm .gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only i I� 3D PERMIT NO. Building Inspector: DEC 1 3 2021 Applications and forms must be filled out1n'"their entirety. Incomplete applications will not be accepted. Where the,Applicant is not the owner,an :a Js D re BiP'_'. Owrier's'Authorization form(Page 2)shall be completed: VC; sa Date: 12/13/2021 OWNER(S)'OF PROPERTY: :" Name:Bernard_& Mary Kiernan SCTM#loon-67 3 L Project Address: 1150 Blue Marlin, Soutbold,_NY 11971 Phone#:516-457-5943 Email:mkiernan22@optonline.net Mailing Address:75 Oxford Road, Rockville Center, NY 1. 1570 CONTACT PERSON: Nam:McCarthy" Management, Inc.,._ Thomas J. McCarthy Mailing Address:46520 County_Road 48, Southold, NY 11971 Phone#:631-765-5815 Email:tmccarthy.tmccarthy_@gmail.com DESIGN PROFESSIONAL INFORMATION: . Name:Jeffrey T. Butler, P.E., P.C. Mailing Address: P.O. Box 634, Shoreham, NY 11786 Phone#:631-208-8850 !m!l".jeff@butler-ae.com CONTRACTOR INFORMATION: Name.McCarthy_"Management, Inc. Mailing Address:46520 County Road 48, Southold., NY 11971 Phone#:631-765-5815 Email:tmccarthy.tmccarthy_@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION []NewStructure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? []Yes ®No Will excess fill be removed from premises? ❑Yes R No 1 Authentisign ID:628FEC1B-6001-45AE-ASEC-7BD55C6B40F7 PROPERTY-INFORMATION. Existing use of property:Single family residence Intended use of property:Single family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_4 this property? ©Yes ❑No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage andstorm water issues as provided by Chapter 236 of the Town Code:APPLICATION IS HEREBY,MADE to the Building Department for the issuance of a Building Permit pursuant to,the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and.other applicable Laws,Ordinances or Regulations,for the'construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply.with all applicable laws;ordinances,building code, housing code and regulations and to admit authorized inspectors on pemises and in building(s)for necessary inspections.False statements made_herein are punishable as a Class A misdemeanor,pursuant to Sectiom210.45 of the New York State Penal Law. Application Submitted By(prim • Ruth ve BAuthorized Agent ❑Owner Signature of Applicant: : Date: 12/13/2021 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Ruth Love being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is theAgent (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 there ith. Sworn lgfore me tVW his day of , 20-�( N lic THO J.*cARTHY Obq Pub c,State of New York tmly-No.5004780 PROPERTY OWNER AUTHORIZATOW&PITGsN°vsmber23-4Q-- (Where the applicant is not the owner) daps Bernard Kiernan residing at 75 Oxford Road, Rockville Center, NY, 11570 do hereby authorize Ruth Love to apply on my he Town of Southold Building Department for approval as described herein. xeww d 9CieXnan 12/13/2021 Owner's Signature Date Bernard Kiernan Print Owner's Name 2 ��o�suFFuc,��oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtowpny.gov Floodplain Development Permit Application PROPERTY,IN FORMATION: Flood Zone: X FIRM Panel: SCTM# 1000-57-33-1 Address: 1150 Blue Marlin city:Southold zip:11971 CONTACT PERSON: Name:Thornas J. McCarthy Phone#:516-779-6386 Mailing Address:46520 County Road 48, Southold NY 11971 PROJECT DESCRIPTION:* Alteration of existing residence SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY)- Type of Structure Type of Structural Activity ®Residential(1 to 4 families) ❑New structure ❑Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated ❑ Addition to existing structure ❑ Flood proofed(attach certification) W Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTION B:OTHER:DEVELOPMENT(CHECK ALL THAT APPLY) ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms and conditions of this permit and certify to the best of m_y.knovirledge the information contained in this application is true and accurate. I understand that no.work may start until a permit is issued.The,permit may be revoked if any . false statements are made herein.-If revoked,all work must cease until permit is re-issued.'Development shall not.,,be used or occupied- until a Cert.of Compllance is issued.The permit will expire if no work is commenced'within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative-to make reasonable inspections to verify compliance: Application Submitted By p ' name):Ruth Love Signature of Applicant: Date: 1 /13/2022 � fly ® C is �► U.S. DEPARTMENT OF HOMELAND SECURITY MB No. 1660-0008 Federal Emergency Management Agency SEP 0 2 2022 " xpiration Date: November 30,2022 National Flood Insurance Program ELEVATIONME J'1=I F;,IC``'�NTE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: BERNARD KIERNAN&MARY KIERNAN A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 1150 BLUE MARLIN DRIVE City State ZIP Code SOUTHOLD New York 11971 A3. Property Description(Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) SCTM#1000-57-1-33 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat.41'-04'-44.62" Long.72°-23'-23.53" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1 B A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) N/A sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A sq in d) Engineered flood openings? ❑Yes x❑ No A9. For a building with an attached garage: a) Square footage of attached garage N/A sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑Yes x❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State SOUTHOLD#360813 SUFFOLK New York B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO159 H 09-25-2009 09-25-2009 VE&X EL l l B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 t OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 BLUE MARLIN DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* x❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: RTK GPS Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawispace, or enclosure floor) 9.3 ❑x feet ❑ meters b) Top of the next higher floor 18.3 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ❑ feet ❑meters d) Attached garage(top of slab) N/A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building ❑ meters feet❑x (Describe type of equipment and location in Comments) 8.5 f) Lowest adjacent(finished)grade next to building(LAG) 8.0 x❑ feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 8.5 x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ feet❑6.5 x meters structural support SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? E Yes ❑No ❑Check here if attachments. Certifier's Name License Numberr - KENNETH WOYCHUK LS 050882 e� HMW Title ,`P ��� 0y- O' ` NYS LAND SURVEYOR CI Company Name :. KENNETH WOYCHUK LAND SURVEYING PLLC r Address PO BOX 153 S0J088? City State ZIP Code tANO SJ AQUEBOGUE New York 11931 Signature / � Date Telephone Ext. o/ 08-18-2022 (631)298-1588 Copy all pages of this EI vation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) Dwelling is located within two flood zones-zone VE(EL 11)ans Zone X lowest machinery servicing the dwelling are exterior A/C units located on concrete pads on grade at elevation 8.5 FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 BLUE MARLIN DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 of 6 ` OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 BLUE MARLIN DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify'elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information.(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 BLUE MARLIN DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. _ 1 gs"sa'm t i Photo One Photo One Caption FRONT VIEW AUG 18,2022 Clear Photo One hk 4P 1� � l ■ ■o 'Y Photo Two Photo Two Caption BACK VIEW AUG. 18,2022 Clear Photo Two FEMA Form 086-0-33(12/18) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 BLUE MARLIN DRIVE City State ZIP Code Company NAIC Number SOUTHOLD New York 11971 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. 00 r;-ham ..—. �,• k Photo Three Photo Three Caption WEST SIDE VIEW AUG 18,2022 Clear Photo Three s ..� arur•.a�vsasrr-- - INS, 0111 :. s. b �y f� Photo Four Photo Four Caption EAST SIDE VIEW AUG. 18,2022 Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 S�FFQ( C BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 - • itz Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roaerr(aDsoutholdtownny.gov- seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date:12/13/2021 Company Name: K.V. Electric Electrician's Name: Ken Vaughn License No.: 55844 Elec. email:Kvelectricinc@gmail.com Elec. Phone No: (516) 250-5383 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 405 Central Avenue, Bohemia, NY 11716 JOB SITE INFORMATION (All Information Required) Name: Kiernan Address: 1150 Blue Marlin, Southold, NY 11971 Cross Street: Albacore Phone No.: 631-765-5815 Bldg.Permit#: email:tmccarthy.tmccarthy@gmail.com Tax Map District: 1000 Section:57 Block: 33 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Alterations to an existing single family residence Square Footage: 2721 Circle All That Apply: Is job ready for inspection?: ❑ YES[7NO -]Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑✓ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: 'A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑Overhead # Underground Laterals 1 2 F1 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION PP4 P lbo-)� ►11�J22 ®�00VfFQt,q� BUILDING DEPARTMENT-Electrical Inspector': : TOWN OF;SOUTHOLD Town;.'HaII-Annex= 5.4375,:Main"Roa`d P`O Box.1179' �coo South6ld,,New=Y6rk'11971-0959' ,j c� Telephone (631) 765-1802 - FAX(631) 765-9502 -; rogerrQ-southoldtownny.gov -r seandp_southoldtownny.aov ,• APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN IN.FORMATION�(Au Information Required)`,` Datea2/13/2021 Compariy'Narrie: K.V. 'Elecfric-' , Electrician's Name: Ken Vaughn License No.: 558.44 Elec. email:Kvelectricinc@gmail.com Elec. Phone No: (516) 250-5383 ❑I request an email copy of Certificate of Compliance; Elec. Address.: 405 Central Avenue, Bohemia, NY 11716 JOB SITE INFORMATION (All Information Required) ' Name: Kiernan ' Address: 1150 Blue Marlin, Southold, NY 11971 Cross Street: Albacore Phone No.: 631-765-5815 Bldg.Permit#: email:tmccarthy.tmccarthy@gmail.com Tax Map District: 1000 Section:57 Block: 33 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Alterations to an existing single family residence Square Footage: r2721 Circle All That Apply: Is job ready for inspection?: YES ❑ ❑NO Ro. iigh In Final ❑ ^❑. Do you need a Temp Certificate?: ❑ YES[7 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[—]Overhead # Underground Laterals 0 1 2 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0--e, goo �y� r PERMIT# Address: Switches utlets 1 GFI's 1 ' Surface I Sconces ' l� H H's UC Lts G Fans 1 Fridge HW Exhaust T; Oven (�i(i W/D Smokes` i DW 1 Mini I � Carbon Micro 1 Generator Combo �y Cooktop Transfer AC 11 "I A.H 1 C I � Hood Service n Amps Have Used Special: `['`�1 '' I Comments. / C. DECLARATION OF COVENANTS THIS DECLARATION made this _ day of lkCQVYI, V , 2013, by Elizabeth R. Clancy, residing at 10 Holder Place,Forest Hills,NY 11375,hereinafter referred to as"DECLARANT": WITNESSETH: WHEREAS, DECLARANT is the owner of certain real property located at 1150 Blue Marlin Drive, Greenport,Town of Southold,County of Suffolk,State of New York,described in the Suffolk County Tax Map as District 1000, Section 57, Block 1, Lot 33, which is more particularly bounded and described as set forth in Schedule"A"annexed hereto,hereinafter referred to as the Property; WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the"Trustees")pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities;and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a five-foot wide"nonturf buffer"be established and maintained along the landward edge of a proposed retaining wall, NOW,THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion 'of the aforementioned permitted activities there shall be established and subsequently maintained along the landward edge of the proposed retaining wall on the subject premises a five-foot wide"nonturf buffer"as defined by Chapter 275 of the Town Code; and 2) These covenants shall run with the land and shall be binding on the DECLARANT, her heirs, assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. IN WITNESS WHEREOF,the owners have duly executed this instrument this day of Dar, 2013. lizabeth R.C cy STATE OF (P►k- ss: COUNTY OF Q"Un-S On the rL _ day of 0eG2.r v%A-w r— ,in the year 2013,before me the undersigned,a Notary Public in and for said State, personally appeared Elizabeth R. Clancy personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. JENNIFER SII.VERIO Notary Public-State of Now York Notary Public NO.Ot SI6271249 OuallHad In Kings County My Comadselon Expires ro-TV—16 ' 2 WCARTHY MANAGEMENT, INC. LETTER OF TRANSMITTAL 46520 COUNTY ROAD 48 j SOUTHOLD, NY 11971 DATE q� JOB NO. , i; 11 1 (631) 765-5815 FAX (631) 765-5816 ATTENTION t TRE: 1 � 1�. v ar in 1 WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: 1 # ❑ Shop drawings ❑ Prints `, ❑ Plans ❑ Samples ❑ Specifications j ❑ Copy of•letter ❑ Change order ❑ 1 COPIES i DATE NO. DESCRIPTION n 1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS n G r 1 3 2021 COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. McCAWHY MANAGEMENT, INC. _ - - . 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971 _ DATE � � JOB NO. (631) 765-5815 FAX (631) 765-5816 ATTENTION TO ; © � RE: N . ` �( 3aD n _ _15.0 uVIM I i IV SEP 0 2 2022 WE ARE SENDING YOU ❑ Attache Under separate cover v1& the following items: > -BIJILDiNG DE7_7 j ❑ Shop drawings ❑ Prints TO�v� Cr �:�.pa Plans ❑ Samples ❑ Specifications I ❑ Copy of letter ❑ Change order ❑ COPIES • DESCRIPTION 04 1 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: if enclosures are not as noted,kindly notify us at once. MCCARTM MANAGEMENT, INC. LETTER OF 46520 COUNTY ROAD 48 SOUTHOLD, NY 11971-1-. DATE 1 i JOB (631) 765=5815 FAX (631),765-5816 ATTENTION To 004h IS... :-..��� - I, -, �s- lam► 1( .� rn/ A e. r 'WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: t 1, ; �.' ❑ Shop drawings ❑ Prints , ❑ Plans ❑'Samples ❑ Specifications I ❑,.Copy oftletter ❑ Change order ❑ { COPIESDATE NO. DESCRIPTION ,lr •1�� L 1 0,v- � e THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS B:'ILDING T/1G, COPY TO SIGNED: /f enclosures are not as noted,kindly notify us at once. S.C.T.M. N0. DISTRICT: 1000 SECTION: 57 BLOCK: 1 LOT(S):33 BLUE MARLIN DRIVEEL6.3 EL 7.5 ASPHALT ASPHALT APRON APRON EL 6.3 110.00 9 LIL#10 LIL#9 N74015120"E - - EL 8.0 GF Ln o� Lor 12 N pj O EL 8.5 m�3 LOT 13 LOT 11 35.0' L 8.1 crj 30 ^ T`34" m° Gq,Q M 10.7' ^ OVERHANG 'IV G,r 3GF z 2.0' 2 S ls3' OAPs n' oN O � �WF�C� p4f a o`er o EL 8. 1 IS NG ^ FFC9 3 °° 20.0' v z O FA�cONy 3.4• EL 8.0 EL 7.1 R�FCK b o 4v Z �o' 7 irk 78 T, z o ° _ wool)Op OF Ck Z 11.8' E EL 7.5 L 7.0 - - EL" 6.5 O L 6.9 EL 7.6 TIDAL WETLANDS BOUNDARY �-.. AS DELINEATED BY EN-CONSULTANTS C� MAY 19, 2013 EL 6.4 EDGE OF LAWN TW 6.5 --*--GRAVEL - BW 5.5 1.2'W 2.5'E EL 6.0 -TW 7.7 VINYL BULKHEAD WOOD STEPS BW 6,2 EL VINYL TW 8. EL 39 � �L-33.7 � EL 4.0 4-i.. -1i TW 7.7 EL BW 2.5 BULKHEAD iiiiiiiiiii .7 (TOP EL 3.3t)i . i 1D.7" i i i_ i i i i i i i _ E25) - - _ _ - 2 i i i i i i i i i ii_ _ (TOE L TW 8.2 BW 2.9 i i i i - EL 2.5 111 1 i i i i i ii 7.61 i - - - EDGE OF ERODED MARSH - - - - - - - - - i S7002139 0"W (TIE MW EL O.D pECONIC BAY THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL UPDATE 05-28-21 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 18,744.09 SQ.FT. or 0.43 ACRES ELEVATION DATUM. NAVD-1988----------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON, SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 12 0FNE-,l CERTIFIED TO: BERNARD W. KIERNAN JR.; MAP OF: SOUTHOLD SHORES AT ARSHAMOMAQUE �P �N M W0 0� MARY T. KIERNAN; FILED: MARCH 2, 2001 No.3853 c) ���' }, STEWART TITLE INSURANCE COMPANY, W SITUATED AT: SOUTHOLD * r a O TOWN OF: SOUTHOLD <" J� KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK ASF, 050882 J� Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 13-77 SCALE: 1 "=20' DATE: MAY 21, 2013 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk 6"DIA. TABLE R301.7 DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). TYPE V WOOD FRAME . ALLOWABLE DEFLECTION CONSTRUCTION BASED OF STRUCTUAL MEMBERS WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ MEAN SPECT ON SECTION 602 GROUND SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY TYPE OF OF THE BCNYS ALLOWABLE SNOW SPEED EXPOSURE DESIGN LINE TEMP. INDEX REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION STRUCTUAL MEMBER LOAD (MPH) ATAGORY CATAGORY HAZARDS LOAD LOAD DEFLECTION WEATHERING DEPTH TERMITE DECAY REFLECTIVE RED PANTONE- MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf (PMS#187) FR iv RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 20 psf 140 B C SEVERE 36" TO HEAVY MODERATE 11 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD 27'-10" 26'-1" 1:3 FIRST FLOOR= SQ.FT. TYPE V WITH NO FINISHED CEILING ATTACHED TO RAFTERS l SECOND FLOOR= SQ.FT. REFLECTIVE WHITE- SEE DETAIL SHEET FOR OPENINGS PROTECTED BY ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2020 NYS UNIFORM CODE: 1/2° INTERIOR WALLS AND PARTICIANS H/180 §RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT TABLE R301.6 EXCEED IS PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF HIGH WIND CONNECTION WOOD STRUCTURAL PANELS THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE STROKE TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE FLOORS AND PLASTERED CEILINGS L/360 (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY REQUIREMENTS PERSUANT TO R301.2.1.2,SEE WITH 2020 RESIDENTIAL BUILDING CODE §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: FASTENING SCHEDULE ON THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 PUBLISHED BY NEW YORK STATE. PER SQUARE FOOT OF HORIZONTAL PROJECTION SIGN FOR WOOD FLOOR AND ALL OTHER STRUCTURAL MEMBERS U240 DETAIL SHEET IN THIS SET. ENERGY CONSERVATION CONSTRUCTION CODE 1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. SHEAR WALL/BRACED WALL DESIGNED WITH OPENINGS, TO THE BEST OF OUR KNOWLEDGE,THESE PLANS TRIBUTARY R WOOD ROOFING FRAMING EXTERIOR WALLS WITH PLASTER OR STUCCO IV360 PERFORATED SHEAR WALL DESIGN METHOD-140 MPH, COMPLY WITH THE TOWN OF SOUTHOLD ZONING AREA IN SQUAREE FEET T FOR AN FINISH 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED EXPOSURE B 3 SECOND GUST PER R 602.10 AND WFCM AND CONSTRUCTION CODES. MEMBERG EXTERIOR WALLS-WIND LOADSAVITH BRITTLE STEEL WALLS. 2018 140 MPH,TABLE 12 AND 13. SOIL BEARING CAPACITY FOR THIS SITE L/240 0 TO 201 TC OVER TRUSS IDENTIFICATION SIGN: FINISHES PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. IS BASED ON TEST HOLES BY OTHERS ROOF SLOPE 200 600 600 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF AND HAS BEEN DETERMINED TO BE IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION EXTERIOR WALLS-WIND LOADS°WITH L/120 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. 2,000 PSI(SW,SP)PER TABLE R401.4.1 FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED FLEXIBLE FINISHES 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED OF THE 2015 IRC WITH 2016 UNIFORM CODE (1:3) TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN NOTE:L=SPAN LENGTH,H=SPAN HEIGHT STEEL WALLS. SUPPLIMENT PUBLISHED BY NEW YORK STATE. RISE 4 INCHES PER FOOT(1:3)TO LESS THAN 16 12 COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES 12 INCHES PER FOOT(1:1) WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES 5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY RISE 12 INCHES PER FOOT(1:1)AND GREATER 12 12 12 CONSTRUCTION AND/OR TIMBER CONSTRUCTION. WALLS. THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE U WALLS. IL EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 e KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN z ACCORDANCE WITH TABLE RR301.2.2.4. a N AC r 12 l 12 p 12 �6 � 5� 12 N 4 I/2 Lu E 11 Lu O IQ U - - - � X � LL m lU 3: aL — 1313 1313 X O O - - In z - O N w a NORTH ELEVATION WEST ELEVATION Af LL w FRAME IN AREA WHERE CHINMEY WAS LOCATED PROVIDE NEW ASPHALT ROOF �OF NEtti Y Y T w O� — SFE SIONi� 12 (o — — — 12 S 12 4 1/2 —EXISTING OVERHANG 5 O TO BE CUT BACK. Z3 PROVIDE NEW FASCIA AND SOFFITS TO MATCH O — — EXISTING p Z } a 0 QC ° � o Q Q o Q � Z 0 ui cc 1- _LL ALL 11 11NEW RAIL 0 0 ER CODE, uj PTYP.. � m L O LL- p-, EAST ELEVATION SOUTH ELEVATION 1 of 3 SECTIONP3103: VENT TERMINALS TABLE P3201.7 P3103.1 VENT PIPES TERMINATING OUTDOORS. SIZE OF TRAPS FOR PLUMBING FIXTURES VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN TRAP SIZE MIN. ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS PLUMBING FIXTURE INCHES P3103.1,1THROUGH P3103,1.4. P3103.1.1 ROOF EXTENSION. BATHTUB(WITH OR WITHOUT SHOWER HEAD 11/2 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET AND/OR WHIRLPOOL ATTACHMENTS THE CONDITIONS OF SECTION P3103.1.2 OR P3103.1.3 SHALL TERMINATE BIDET 11/4 NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM) ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. CLOTHES WASHER STANDPIPE 2 P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. 4714" WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, DISHWASHER(ON SEPARATE TRAP) 11/2 OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS THAT 7 FEET(2134 MM) FLOOR DRAIN 2 16'0" 161411 13'0" 2'0" ABOVE THE ROOF. P3103.1.3 ROOF EXTENSION COVERED. KITCHEN SINK(ONE OR TOW TRAPS,WITH OR 11/2 WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND WITHOUT DISWASHER AND FOOD WASTE DISPOSER) IS COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE OR A DECORATIVE SHROUD).,THE VENT PIPE SHALL TERMINATE NOT LESS LAVATORY 11/4 THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW SHOWER(BASED ON THE TOTAL FLOW RATE ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE THROUGH SHOWERHEADS AND BODY SPRAYS) PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF FLOW RATE: ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA 5.7 GPM AND LESS 1 FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA MORE THAN 5.7 GPM UP TO 12.3 GPM 2� OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. MORE THAN 12.3 GPM UP TO 25.8 GPM 3 U SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT MORE THAN 25.8 GPM UP TO 55.6 GPM 4 PREVENTS BIRDS AND RODEVTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING. FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm. Q P3103.1.4 SIDEWALL VENT TERMINAL. UTo I VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE NOT LESS THAN 10 FEET(304 3 MM)FROM A LOT LINE AND NOT LESS THAN O � 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. 4" VTR N rh VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A Q' r STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING _------ __""- _- 3" AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. P3103.2 FROST CLOSURE. 1211 1311 :211 211; 2"i � Il :211 WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS 0°F(-18°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL LAV ' L.QV LAV W C BE NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE W•C• TUB/ SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE SHOWER SHOWER THE THERMAL ENVELOPE OF THE BUILDING. SECOND FLOOR EXISTING � P3103.3 FLASHINGS AND SEALING. DECK w THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADEQ WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS 211 3" 211 211 211 311 2'1 AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. N 3" P3103.4 PROHIBITED USE. 3" O A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A FWG 12068-4 VENT TERMINAL. ,• - 3'� __- �' --_ �-------'--- ____ P3103.5 LOCATION OF VENT TERMINAL. -_"" +;� �� --"�'-"------------- AN - 311;_-----_ EXISTING HDR. AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE EXISTING LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, u 1 1 211 311,` 11 i 211: 2": '2" s 2 ' " ; c� DECK OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING 2 LAV ' LAV 3 OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL1,1J 1 1 , W. G. BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS � � 1 SINK IT IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. 1 SHOWER W' r- � ; W W 1 D. MAIN FLOOR w o y 211 '1` L_ 311 311 211 211 211 311 211 EXISTING `I : EXISTING iV it '% Mto 3 411 PROPOSED POWDER ROOM I X G.O. X11 SAKI ARAN Y SEPTI LL EXISTING; ; Q ' SYSTEM I FAMILY ROOM U-t �- 1 EXISTING FLOOR , o (, cel u_ SIMPSON HGU3.5/10 TO BE FILLED IN. Ip oo PLUMBING RISER DIAGRAM CNTS� � D N EXISTING w SEE SECTION FOR DETAIL. � �S DININCs ROOM `'/ r ' ,i - - - 13/4"X 9 I/4"LVL F.J. N N a !2) ` W N r 8'O CLCs. HCsT. � EXISTINCs ` NEW G11,115, FLOORING _ Y t<l AND TRIM c BEDROOM I-- cel O I x p a 8'0" CLG. HGT. �Q SIMPSON HGU5.5/10 1 Cil �- O N Fzz- X (3)1 3/4"X 9 1/4"LVL FLUSH O llJ - - - - a z O1 4v _NEW_1_3/4"x9 1/4" LVL FLOOR JOISTS �j CV .4- p 1 x AT 16" O.C. z 0. .-1 o.w. X ILL 0 1 ^ W U- M tI � w 3 1/2" X 3 I/2"SECTION R312:GUARDS AND WINDOW FALL PROTECTION N QI PSL POST,CONCEALR3i2.1 GUARDS. 1 SIMPSON HGU3.5/10 1 1 ui (2)13/4" X 9 I/4" LVL F.J. J GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 r, N , THROUGH R312.1.4 (2) 1314"X S 1/4"LVL F.J. _ 2'6" R312.1.1 WHERE REQUIRED. w 3 + S 3 1/2" X 3 1/2' � GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING EXISTING � o > s,, 'o PSL POST, RAP � Co O a¢� - - _l2)13/4'�X 9 I/4"LVL F.J. - _� OF NE SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED DECK F 1 N IT 4" r - - W MORE THAN 30 INCHES('762 MM)MEASURED VERTICALLY TO THE FLOOR OR O o �, _ a P c o ; ; ; 41811 ,< EY T. 9 9 GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO -EXISTING F•J•.111 a C,j THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED d� r M i Cli0.: �u EXISTING >� �� AS A GUARD. m w 1�� y OFFICEn� R312.1.2 HEIGHT. ,luNpER I - Q o KITCHEN 3� 8,01 CLC. HGT. o m , ,A ¢ 8'O CLC,. PGT, a 3'0" REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, o s NEW CABINETS, APPLIANCES, NEW 3068 DOOR o z �N� C9 PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES I" FILL IN FRAMING (NO WORK) -- e� (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT c� 3 n00 FLOORING, GWB AND TRIM �- UNDER EXISTING HEADER 3 1913 WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. IST. BATH _______________________________ : F� SI Off/ EXCEPTIONS: z z LINE OF WALL ABOVE NO WORK) 8'0" `'~ _----- 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT _-_--_"dNbUP _- nASEQ 0 LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE 5 9 0 Lj OCONNECTING THE NOSINGS.2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPENSIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 W,C, O INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASUREDi VERTICALLY FROM A LINE CONNECTING THE NOSINGS. FURNACE3 011 EXISTING EXISTING O 8 R312.1.3 OPENING LIMITATIONS. O tL O REQUIRED GUARDS SHAILL NOT HAVE OPENINGS FROM THE WALKING EXISTINGi Z a SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF AUTILITY z } SPHERE 4INCHES(102 MIA)IN DIAMETER. 11 Q 0 EXISTING - O p B'o CLGs, Hcy A G EXCEPTIONS: DECK 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE PROQ Q > RISER,TREAD AND BOTTOM .RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE < Z Z m OF A SPHERE 6 INCHES(153 MM)IN DIAMETER. O U PWDR $ 2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT O RM. O Q ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. z R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. Uj Uj IL O PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION R317.4. PROVIDE 5/8 F.C. GWB ON Q O WALL AND CEILING PER CODE J � R312.2 WINDOW FALL PROTECTION. PROVIDE, VENTING w LQ cj) � FOR COMBUSTION AIR WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITHO SECTIONS R312.2.1 AND R312.2.2. PER MANUFACTURERS O F SPECIFICATIONS C - ILL u R312.2.1 WINDOW SILLS. 01 n IN DWELLING UNITS,WHERE THE TOP OF THE SELL OF AN OPERABLE WINDOW N OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED CL 0 N FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE = OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE z OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: 13'0" 15'8" 15'4" a 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER tj O n (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSM"ON. 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION FLOOR � � DEVICES THAT COMPLY*WITH ASTM F2090. FIRST WALL Jam,I 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL W LEGEND DEVICES THAT COMPLY'WITH SECTION R312.2.2. R312.2.2 WINDOW OPENING CONTROL DEVICES. EXISTINGLI V INCA AREA I,382 SQ FT F G E , ° PROPOSED 2x6 WALL • WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. SMOKE DETECTOR PROPOSED 2x4 WALL THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE INTERCONNECT PER CODE THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT EXISTING WALL TO REMAIN REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN Q CARBON MONOXIDE DETECTOR O THE AREA REQUIRED BY SECTION R310.2.1. 0 ONE PER FLOOR :::::::::::::::EXISTING-"---------" E ._____________� XIStINCx WALL TO BE REMOVED N1102.2(R402,2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). 1N ADDITION TO THE REQUIREMENTS OF SECTION N1102.1,INSULATION EXISTING STRUCTURAL RIDGE SHALL MEET THE SPECIFIC REQUIREMENTS OF SECTIONS NlL02.2.1 THROUGH N1102.2.13.N1102.2.1(R402.2.1)CEILINGS WITH ATTIC SPACES.WHERE SECTION RL102.1.2 REQUIRES R-38 INSULATION IN THE CEILING,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR R-38 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 1�6 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE SECTION N1102.1.2 REQUIRES R-49 INSULATION IN THE CEILING,INSTALLING 12 R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING EXISTING ROOF RAFTERS 4 1/2 INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.THIS REDUCTION EXISTING SHEATHINCa SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION (PATCH .AND REPAIR NL102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. AT CHIMNEY) •. N1102.2.2(R402.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION PROVIDE NEW •'• NL102.1.2 REQUIRES INSULATION FI-VALUES GREATER THAN R-30 IN THE CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ASPHALT ROOF •`• ••, ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM •• REQUIRED INSULATION FI-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES •'•• SHALL BE R-50.INSULATION SHALL EXTEND OVER THE TOP OF THE WALL ••• PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. •• THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION N1102.1.2 SHALL BE LIMITED TO 500 SQUARE FEET(46 M')OR 20 PERCENT OF wy THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION N 1102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. N1102.2.3(8402.2.3)EAVE BAFFLE,FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE i VENTS.BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND OVER THE TOP OF THE ATTIC INSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID PROPOSED LOFT AREA o MATERIAL. oo N1102.2.4(8402.2.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM dr CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND W CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.ACCESS THAT PIEVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE NEW 13/4"x9 1/4" TA F,J, m 16" O,C. PROVIDED TO ALL EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, O A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL 13E INSTALLED u TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING N> NEU) 3/4 SUBFLOOR i _ _ SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL [u a PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE a OF THE LOOSE-FILL INSULATION. EXCEPTION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES TO UNCONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION EXISTING 2x4 WALL REQUIREMENTS OF TABLE NI 102.1,2 BASED ON THE APPLICABLE CLIMATE EXISTING SHEATHING i ZONE SPECIFIED IN SECTION NL101.7. EXISTING VAPOR BARRIER EXISTING LIVING ROOM EXISTING ENTRY EXISTING SIDING (PATCH AND REPAIR) (MATCH EXISTING) PROVIDE CLEAN AND DRY EXISTING INSULATION BANK RUN FILL EXISTING 1/2" GWB , , N (PATCH AND REPAIR) PROPOSED 4" P.C. SLAB WITH 6x&x10 WWM MEET EXISTING FLOOR TOP OF LATIGRETE i � 47'411 � EXISTING SLAB w IV 4 . . . . ° EXISTING= DECK (NO WORK) 16'0" 16'4" 13'0" 21011 . � EXISTING GRADE .at . .e,6 . � 318" 41611 416" 318" b EXISTING SLAB TO REMAIN . °' I a TW3046 DHP4246 TW3046 o ° SECTION ASA (2)2x10 HDR (2)2x10 HDR (2)2x10 HDR NEW RAILS PER CODE 0 in A EXISTING a = BALCONY M EXISTING o-- X EXISTING 7 I u_ u1% Q �- LOFT AREA m Q REPLACE EXISTING CATH CLCD. Lu � O p W in DOOR, REFLASH u (�/ O r = r u121811 Lu N Y r N EXISTINCx ;� m Q/ o � BEDROOM � � O 8'0" CLG. PGT, EXISTING X z MASTER ;, O Wcz EXISTING 15'8" 1s's" BEDROOM In Z BALCONY w 8'0" CLC-j, HCst, O O CV [NY]N1109.1.1(8503.1.1)BUILDING ENVELOPE. BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION (v N1102.1.2 OR N1102.1.4,SECTIONS N1102.2.1 THROUGH N1102.2.13,N1102.3.1,N1102.3.2,N1102.4.3 AND N1102.4.5. 4'0" 2'6" W_ EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS U- FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: i.STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. CLO, lu CHAPTERI I[RE]:ENERGY EFFICIENCY: 2.EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE iv ® -3 NOTE: CAVITIES ARE FILLED WITH INSULATION. _ o O THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE"ENERGY CODE")IS 3.CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. �0 10 N ADOPTED PURSUANT TO ARTICLE',11 OF THE ENERGY LAW THE ENERGY CODE IS SET FORTH IN 4.ROOF RECOVER. PART 1240 OF TITLE 19 OF THE NEW YORK CODES,RULES AND REGULATIONS("PART 1240")AND IN 5.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED THE PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240.THOSE PUBLICATIONS INCLUDE, DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. L cw 2'6" BUT ARE NOT LIMITED TO,THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES2 2 ��OF N Eta,Y STATE(THE"2020 ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO"RESIDENTIAL TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR DI8-SB2 -D18 6 BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE"ECCCNYS- FENESTRATION ASSEMBLY TO BE REPLACED. D T 'Q RESIDENTIAL PROVISIONS." 7.ALTERATIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF THE LUMINAIRES WITHIN A SPACE, 4" 5'0 CLO, CHAPTER 11 IS INTENDED TO BE A RESTATEMENT OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER, c Q * gn 9 IS INCLUDED IN THIS CODE AS A CONVENIENCE TO THE USERS OF THIS CODE.HOWEVER,THE N1109.1.1.1(R503.1.1.1)REPLACEMENT FENESTRATION. X EF r. EXISTING �:E _ ".: LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS SET FORTH IN PART 1240 AND THE WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION W EF BATH NEW RAIL PER CODE 0 EXISTING PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240,AND IN THE EVENT OF ANY CONFLICT PRODUCT,INCLUDING SASH AND GLAZING,THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE EXISTING MASTER BETWEEN THE PROVISIONS OF TH:E ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FORTH APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC AS SPECIFIED IN TABLE NI102.1.2.WHERE MORE I a Q z -+ LOFT AREA 6'2" 1' loBATN " -� ' H N IN CHAPTER 11,THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS WILL CONTROL. THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE O Q TUB/ OF THE U-FACTOR,SHGC OR BOTH OF ALL REPLACEMENT FENESTRATION UNITS SHALL BE AN B P O OS D CATH CLG, REMOVE AND d p 3 193 SECTION N1107(R501):EXISTING BUILDINGS-GENERAL: ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. C,4 SHOWER N RESET FIXTURES, 5'0" NEW GWB, N1107.1(R501.1)SCOPE. N1109.1.2(R503.1.2)HEATING AND COOLING SYSTEMS. FLOORIN - THE PROVISIONS OF SECTIONS N1107 THROUGH N1111 SHALL CONTROL THE ALTERATION,REPAIR, NEW HEATING,COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY c W.C. ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. WITH SECTION N1103. o PROPOSED CLOSETo EXISTING TRIM [NY]N1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL.ADDITIONS,ALTERATIONS, EXCEPTION:WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT -v - OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY SYSTEMS WITH LESS THAN 40 LINEAR FEET(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED `V 4'011 (2)2x10 HDR ( 2x10 HDR (2)2x10 HDR DRESSING RM, WITH SECTION N1108,N1109 OR N[110.UNALTERED PORTIONS OF THE EXISTING BUILDING OR TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.3. Will 8'0" CLG. HGT. BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CHAPTER. TW3046 DHP4246 TW3046 EXCEPTION:THE EXCEPTIONS OF SECTION N1101.1 OF THIS CODE SHALL APPLY. N1109.1.3(R503.1.3)SERVICE HOT WATER SYSTEMS. \o/ NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION 0 B N1107.2(8501.2)EXISTING BUILDINGS. N1103.5. U- B EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF AN N1109.1.4(R503.1.4)LIGHTING. W /OWE` Z EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY 1N EXISTENCE AT THE TIME OF ADOPTION OF NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION N1104.1. z THIS CODE. EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 50 PERCENT OF THE LUMINAIRES IN A SPACE, O } PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. EXISTINGEXISTING EXISTING U � N1107.3(R501.3)MAINTENANCE. it DEN 1-- Q Q BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY N1109.2(8503.2)CHANGE IN SPACE CONDITIONING. CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE SHALL BE MAINTAINED IN ANY NONCONDITIONED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE 8'O" CLG. PGT, > (NO WORK) O Z Z m COMPLIANCE WITH THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CHAPTER. ^ AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY !-1cn THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION WITH THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 ® - z _ l OF ENERGY CONSERVATION,FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION N1105.3. O STRUCTURES. SECTIONN1110(R504):REPAIRS: C7 Uj 3: [NY]N1107.4(R501.4)COMPLIANCE. N1110,1(R504.1)GENERAL. 12'4" Q Z3 O O ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR ALTERATIONS, N1107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED W w REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THE REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(THE UNIFORM CODE)THE NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE EXISTINGO O O NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NFPA 70. REQUIRED BY SECTION N1107.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR fl DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS LL N1107.5(8501.5)NEW AND REPLACEMENT MATERIALS. IN THIS SECTION. EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE O N APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED [NY]N1110.2(R504.2)APPLICATION. u- O FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE,HEALTH OR PROPERTY ARE NOT CREATED. FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: 3'4" 13t O" 15'8" 1514" 0 O :z HAZARDOUS MATERIALS SHALL:VOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD LGLASS-ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME. Ole Lt NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. 2.ROOF REPAIRS. 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES IN A SPACE Z [NY]N1107.6(R501.6)HISTORIC BUILDINGS. ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTERIOR 471411 a NO PROVISIONS OF THIS CHAPTER 11 RELATING TO THE CONSTRUCTION,REPAIR,ALTERATION, LIGHTING POWER. u RESTORATION,AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS. 4.REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL SC O 1 `�I{ �O O P LAN NOT REQUIRE THE INSTALLATION OF A VESTIBULE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE SECTIONN1108(R502):ADDITIONS: THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED. N1108.1(R502.1)GENERAL. SECTIONN1111(R505):CHANGE OFOCCUPANCY ORUSE: EXISTING LIVING AREA = I,OUo SQ FT ���� ������ ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING N1111.1(R505.1)GENERAL. PROPOSED LIVING AREA = 283 SQ FT THE UNALTERED PORTION OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND1-77777777 PROPOSED 2x6 WALL CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD FOR EITHER FOSSIL FUEL OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. TOTAL LIVING AREA = 1,339 SQ,FT, PAGE : EXISTING BUILDING SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS CHAPTER WHERE THE ADDITION ALONE COMPLIES,WHERE THE EXISTING BUILDING AND ADDITION COMPLY N1111.2(R505.2)GENERAL. Is SMOKE DETECTOR PROPOSED 2x4 WALL WITH THIS CHAPTER AS A SINGLE;BUILDING,OR WHERE THE BUILDING WITH THE ADDITION DOES ANY SPACE THAT IS CONVERTED TO A DWELLING UNIT OR PORTION THEREOF FROM ANOTHER USE OR INTERCONNECT PER CODE r NOT USE MORE ENERGY THAN THE EXISTING BUILDING.ADDITIONS SHALL BE IN ACCORDANCE WITH OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. EXISTING WALL TO REMAIN O T SECTION N1108.1.1 OR N1108.1.2. EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY WITH Q CARBON MONOXIDE DETECTOR 3 N1108.1.1(R502.1.1)PRESCRIPTIVE COMPLIANCE. THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT O ONE PER FLOOR ADDITIONS SHALL COMPLY WITH SECTIONS N1108.1.1.1 THROUGH N1108.1.1.4. OF THE ANNUAL ENERGY COST ALLOWED BY SECTION NI 105.3 ______________:EXISTINCx WALL t0 BE REMOVED i 1,4 TABLE R301.7 SEE DETAIL SHEET FOR OPENINGS PROTECTED BY DESIGN CRITERIA: NOTE: THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET). 6"DIA. TYPE V WOOD FRAME ALLOWABLE DEFLECTION HIGH WIND CONNECTION WOOD STRUCTURAL PANELS � OF STRUCTUAL MEMBERS REQUIREMENTS PERSUANT TO R301.2.1.2,SEE WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD USE/ CONSTRUCTION BASED FASTENING SCHEDULE ON GROUND SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT ON SECTION 602 DETAIL SHEET IN THIS SET. SPEED EXPOSURE FLOOD LIVE DEAD ROOF UPLIFT LOAD HEIGHT HEIGHT RATIO FIRE AREA TYPE OF ALLOWABLE SNOW DESIGN LINE TEMP. INDEX REQUIRED SUCTION LOAD CLASSIFICATION CONSTRUCTION of THE BCNYS STRUCTUAL MEMBER LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECIAY HAZARDS LOAD LOAD DEFLECTION . REFLECTIVE RED PANTONE MODERATE SLIGHT T TOT FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf (PMS II 187) R N RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 20 psf 140 B C SEVERE 36° TO HEAVY MODERATE 11 599 YES FIRM MAPS 40 psf 20 pyf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SFD N.C. N.C. 1:3 FIRST FLOOR= 1,382 SQ.FT, TYPE V FR WITH NO FINISHED CEILING ATTACHED TO RAFTERS SECOND FLOOR= 1,339 SQ.FT. REFLECTIVE WHITE I/2- 4, INTERIOR WALLS AND PARTICIANS H/180 §RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS HALL NOT ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER 2020 NYS [INIFORM CODE: THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE TABLE R301.6 EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES, OR 10 PSF TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, WITH 2020 RESIDENTIAL BUILDING CODE MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE STROKE FLOORS AND PLASTERED CEILINGS L/360 (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS?URTHER LIMITED BY THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 PUBLISHED BY NEW YORK STATE. PER S §RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: ENERGY CONSERVATION CONSTRUCTION CODE QUARE FOOT OF HORIZONTAL PROJECTION SIGN FOR WOOD FLOOR AND ALL OTHER STRUCTURAL MEMBERS L/240 TRIBUTARY LOADED 1.FIFTEEN PSF(0.72 KN/M2)-FOR EXTERIOR LIGHT-FRAME WOOD WALLS. PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. TO THE BEST OF OUR KNOWLEDGE,THESE PLANS WOOD ROOFING FRAMING EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 I EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF COMPLY WITH THE TOWN OF SOUTHOLD ZONING AREA IN SQUARE FEET FINISH 2.FOURTEEN PSF(0.67 KN/1\42)FOR EXTERIOR LIGHT-FRAME,COLD-FORMED 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. AND CONSTRUCTION CODES. FOR ANY STRUCTURAL MEMBER EXTERIOR WALLS-WIND LOADS WFITH BRITTLE L/240 STEEL WALLS. SOIL BEARING CAPACITY FOR THIS SITE IS BASED ON TEST HOLES BY OTHERS 0 TO 201 0 OVER TRUSS IDENTIFICATION SIGN: FINISHES 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. REPAIR OF DWELLING FROM NORMAL WEAR AND TEAR AND HAS BEEN DETERMINED TO BE ROOF SLOPE 200 600 600 IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION EXTERIOR WALLS-WIND LOADS--WITH L/120 NEW KITCHEN,NEW POWDER ROOM AND VARIOUS 2 FLAT OR RISE LESS THAN 4 INCHES PER FOOT 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED NEW WINDOWS AS NOTED 000 PSI 015 IR )PER TABLE UNIFORM .1 20 16 12 OF THE 2015 IRC WITH 2016 UNIFORM CODE (�.3) SHALL BE PROVIDED L SIGN E ESLD N AND SHALL BE AFFIXED FLEXIBLE FINISHES STEEL WALLS. ADD TO SECOND FLOOR LOFT AREA BY INSTALLING SUPPLIMENT PUBLISHED BY NEW YORK STATE. RISE 4 INCHES PER FOOT(1:3)TO LESS THAN TO THE EXTERIOR WALL C THE RESIDENTIAL STRUCTURE IN NOTE:L=SPAN LENGTH,H=SPAN HEIGHT NEW FLOOR JOISTS OVER TWO STORY SPACE OVER 16 14 12 COMPLIANCE TYPWITE 19 STRUC PART 1265.RESIDENTIAL STRUCTURES 5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(201 MM)MAS NRY EXISTING FAMILY ROOM. FILL IN SUNKEN FAMILY ROOM l_INCHES PER FOOT(1:1) WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES WALLS. FLOOR TO MATCII ELEVATION OF BALANCE OF EXISTING RISE 12 INCHES PER FOOT(1:1)AND GREATER CONSTRUCTION AND/OR TIMBER CONSTRUCTION. 12 T 12 12 THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE FIRST FLOOR. ADD GAS DV FIREPLACE AND RELOCATE DETERMINING DEFLECTION LIMITS HEREIN. 6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM CONCRETE STAIRS FROM FIRST TO SECOND FLOOR. WALLS. WINDOW PERFORMANCE D,4T,4: AP ROVED AS NOTED EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 ALL WINDOWS 1=31' ANDERSEN, -SERIES 400 DOUBLE HUNG KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED U=,30, SHCzC=.31, DP 30, LOW E SUN (,4NDERSENWINDODU,GOM) THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN z TE: 13.P.# ACCORDANCE WITH TABLE RR301.2.2.4. FW BY: N TIF I BUILDING DEPARTMENT AT a 7 ;-18)2 8 AM TO 4 PM FOR THE F '_LCWING INSPECTIONS: 1. =0 NDATION - TWO REQUIRED ':OF POURED CONCRETE 2. IO GH - FRAMING & PLUMBING 3NSIIILATION ISTIN -_ JISTIIN I 1NL - CONSTRUCTION MUST K4. _- - - z E COMPLETE FOR 12 C.O. - - AL C QNSTRUCTION SHALL MEET THE R UI 'EMENTS OF THE CODES OF NEW Y K 3TATE. NOT RESPONSIBLE FOR 12 I2 SIG OR CONSTRUCTION ERRORS. 12 - - - - - - - - 6 0 5� - - 4 I/2 CO 'L ' WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REC JIF ED AND CONDITIONS OF SlI1' OARD 00 Sl)'J 0"Lu J I RUSTEES N. S - U x LuQ y IL 0 UPANCY OR ■ lu NEW CIA I Y � I FIREPLACE m IS UNLAWFUL �� � � T OUT CERTIFICATE =3 \D o 0 � OCCUPANCY - i � o � 0 m 7 - - - w 0. ! SPECTIO REQUIRED �-� NORTH ELEVATION WE5T ELEVATION LL Lu COPAPLY V11TH CHAPTER"46" FRAME EA FLOOD D/'��,".!'rC � PREVENTION WHERE CNI IMEY RWAS ENGINEER: SOUTHOLD TOWN CODE. LOCATED PROVIDE PLUMBER CER TIFICATIOf. NEW ASPHALT ROOF OF NFpp N LEAD CONTENT BEFOF C RTIFICATE OF OCCUPAi�l COQ' Y T. eG �O,p AN SOLDER USED 1N WA -t-f- - > � SUPPL Y SYSTEM CA NN - - - - - - - rr D 2/1 OF 1% LEAD. - =EL rui EXCEE 0 �� - - - 12 ----- OA�O 3493 P��� _ PRO SED 4I UMBIN� 4020 LIDER JEFFREY-T. BUTLER, P.E. All .P JMBING r4AS7*F EXISTING DOOR , JAl_R LIN:S ; TO BE REPLACED, J �1 T7 'G ,EFOR CG'S<<� ,^,< REFLASH 12 - 12 O 12 4 1/2 - - EXISTING OVERHANG, 8 PROVIDE NEW FASCIA 0 ° - - - AND SOFFITS TO MAT04 a - - - EXISTINGz 7: i 0 > o u o � Q ° ■ Z Z LL IL�A III Irw :3U PAi�H AND REPAIR Q 13 O r NEW AND RAIL ALL SIDING AT NEW W PER CODE, TYP. A17Jl15TED OPENINGS m - - - 0. ILL m 0 �10 ° � o a T z z .. oplid k 11o - _ - IN P CSE . E,46T ELEVATION. SOUTH ELEVATION. I of 4 SEC'TIONP3103: VENT TERMINALS TABLE P3201.7 P3103.1 VENT PIPES TERMINATING OUTDOORS. SIZE OF TRAPS FOR PLUMBING FIXTURES VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING 1N TRAP SIZE MIN. ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS PLUMBING FIXTURE (INCHES) P3103.1.1 THROUGH P3103.1.4. BATHTUB(WITH OR WITHOUT SHOWER HEAD 11/2 P3103.1.1 ROOF EXTENSION. AND/OR WHIRLPOOL ATTACHMENTS OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET THE CONDITIONS OF SECTION P3[03.1.2 OR P3103.1.3 SHALL TERMINATE BIDET 11/4 NOT LESS THAN 61NCHES(150 M1v1)ABOVE THE ROOF OR 61NCHES(150 MM) ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. CLOTHES WASHER STANDPIPE 2 P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. 47'4" WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, DISHWASHER(ON SEPARATE TRAP) 1 1/2 OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM) FLOOR DRAIN 2 16'0" 1614" ABOVE THE ROOF. 13'0" 2'p„ P3103.1.3 ROOF EXTENSION COVERED. KITCHEN SINK(ONE OR TOW TRAPS,WITH OR 11/2 WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND WITHOUT DIS WASHER AND FOOD WASTE DISPOSER) 1S COVERED BY EITHER A ROOF-MOUNTED PANEL(SUCH AS A SOLAR LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 11/2 COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE OR A DECORATIVE SHROUD).THE VENT PIPE SHALL TERMINATE NOT LESS LAVATORY 11/4 THAN 21NCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW SHOWER(BASED ON THE TOTAL FLOW RATE ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE THROUGH SHOWERHEADS AND BODY SPRAYS) PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF FLOW PATE: ELEMENT COVERING THE VENT PIPE-SHALL PROVIDE FOR AN OPEN AREA 5.7 GPM AND LESS 11/2 FOR THE VENT PIPE TO THE OUTDOORS THAT 1S NOT LESS THAN THE AREA MORE THAN 5.7 GPDI UP TO 12.3 GPM 2 OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. MORE THAN 12.3 GPM UP TO 25.8 GPM 3 SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT MORE THAN 25.8 GPM UP TO 55.6 GPM 4 PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING. FOR Sl:1 INCH=25.4 nun,1 FOOT=304.8 mm. P3103.1.4 SIDEWALL VENT TERMINAL. VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE tii z NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET 4" VTR > (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL. N VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OF A W STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING •______- AND THAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE. ' --'---•---------------- 16'4'f----_-_-__---- 16'4" P3103.2 FROST CLOSURE. 1211 3 12" 211 2"' ii WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS LSV ; LAV LAV 3 + [/ �{� v4' 0°F(-1$°C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL )rA (y/4 BE NOT LESS THAN 3 INCHES(76MM)IN DIAMETER.ANY INCREASE 1N THE W'C' TUB/ pw/ /• /vl 3'8" 4' 10" T 10" SIZE OFTHE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE SHOWER SI..IOWER THE THERMAL ENVELOPE OF THE,BUILDING. SECOND FLOOR EXISTING P3103.3 FLASHINGS AND SEALING. DECK w THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE WATERTIGIIT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS 211 3" 2'I 2" 2" 3" 2" EXISTING WINDOWS AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. TO BE RE M�.YED, In }' FRAME IN OPENINGS, P3103.4 PROHIBITED USE. 3u 3� PROVIDE R-15 INSULATION A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A NEW TW30 0 3' MATCH SIDING � VENT TERMINAL. ,'� _ 3��„_--- 2)2 10 HDR ------ -------•--- 3 P3103.5 LOCATION OF VENT TERMINAL. _-- .r ' ` ' ' --' -----__, AN OPEN VENT TERMINAL FROM.A DRAINAGE SYSTEM SHALL NOT BE , n "� ; i,i + ��✓\ 16" FIG. fn LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, i� r l 2 '3 ++ 211: 211: 2 ' , „ : 2" EXISTING 3 OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING 2 ' r ' + ' ' 3 u DECK OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL ; r I'�V � + i LAV ' + PROPOSED - BE WITHIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS W'C. + SINK W.C. �'v FIREPLACE VENT + + i 1T IS NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING. ' i SHOWER " E~ PROPOSED GAS O FIRED DIRECT VENT W F W. Li MAIN FLOOR w FIREPLACE PER GO 1 u '+ " �' ' , „ , 311 2" EXISTING 2 2 3 r 2 2 2 `% rr EXISTING 311 311 •--,---- f `, 4" •'- FAI =;� ; -NEW 13/4"x9 I/4" LVL FLOOR JOISTS PROPOSED ' m 16" D.C. POWDER ROOM TO AN APPROVED X EXISTING Q 4u , SANITARY SEPTIC �' + ; � � � � ' SYSTEM 4;I ; FAMILY ROOM u- Lc 0.;, ; EXISTING FLOOR ; Q frl TO BE FILLED IN, ; Do U-_ uj `9 0 x u! I SEE SECTION FOR DETAIL. ; •-_-- -- CQ � EXISTING " �, FLU1� 51NIS RISER DIAGRAM S) � - DINING ROOM z _ USE 51MPSON HUS 4 8b" CLG. PGT. X,I FOR FLUSH CONNECTIONS ---' • '--' w NEW GWB, FLOORINGX >„ + ; EXISTING AND TRIM uI �+ ; EXISTING FIREPLACE// ; BEDROOM V 31I ; TO BE REMOVEDCr1 5 I/4"x5 I/4" ; 8 0" CEG. HCzT, =3 O (2)2xIO w/ 1/2"x9" STEEL PLATE, FLUSH X �+I PSC POST ' O •-------------------------------------------- (USE SIMPSON LUS 210 FOR FLUSH CONN.) , ------------- , % [a z Cp _-- ---_- =- -------- , - - - _�--,--�- T- ------------- x Lj ' ' ' ' ' ' EXISTING 3TAI11,8: Q` ' T ' 1~'RO- }O 13E kEMOUED, , ELU + at �Q ' f2-J_I-34"x9 1/4" LVL F.J._ w SECTION R312:GUARDS AND WINDOW FALL PROTECTION WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL z PRO. . , _ s,MPSONLu R312.1 GUARDS. o NTR 2 p Q HUS 410 N FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTSki GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 SINK + c2nxlo DR Q 61 THROUGH R312.1.4 ( MAXIMUM MEAN ROOF HEIGHT: 35') '� ------ - -_ - �-N- R312.1.1 WHERE REQUIRED. W _ u o- --- --- U „ 'r 4'1" GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING EXISTING ' ' - ' `^ U s Q i ENCcINEER: SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED V 7 o tvw� ' ' ' - > co DECK( D.w. � 0�-f�.- � � � I� N �' CLO, MORE THAN 30 INCHES(762:MM)MEASURED VERTICALLY TO THE FLOOR OR '_____ N ' ' ' -� OF NE �j, GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO SHUTTER AS S E M B LY Y THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED r EXISTING AS A GUARD. N.T.S. I EXISTING - -EXISTING F.J. , , + ' ' z ,, \ OFFICE FOR PANEL SPANS: I KITCHEN ' ' N r- +., R312A.2 HEIGHT, <4'0 WIDE SPAN • I' • 3 0 8'O" CLG. HGT. (j A= LU � 8'O� GLC, HGT. REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I \ NEW CABINETS, APPLIANCES, ' NEW 3068 DOOR 2'0" v 7_ - I PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES OVERLAP AROUND OPENINGS 4" I \ W (NO WORK) N� (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT ( ) • FLOORING, GWB AND TRIM FILL IN FRAMING LA 6 UNDER EXISTING HEADER ° O O 3493 WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS. I I ________________________ __ EXIST, BATH o A �!i EXCEPTIONS: ASSEMBLY: 01 ° (0°� LINE OF WALL ABOVE (NO WORK) 1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I ______ A_N_G _- REFI ESSION LESS THAN 34 INCHES 864 MM MEASURED VERTICALLY FROM A LINE �. I JEFFREY T. BUTLER, P.E. ( ) #10x3 (w/WASHERS) GALVINIZED OR STAINLESS STEEL 1 r CONNECTING THE NOSINGS. I 2 EXISTING WINDOWS 2.WHERE THE TOP OF THE GUARD SERVES AS A fIANDRAIL ON THE OPEN WOOD SCREW @ 16„ O.C. 1 0 TO BE REMOVED, SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 °�� I a FRAME IN OPENINGS, SNDUJE W.G. O INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEAS[JRED ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: PROVIDE R-15 INSULATION VERTICALLY FROM A LINE CONNECTING THE NOSINGS. #10 TEE NUTS ATTACHED TO BLDG. w/#10x1-1/2 (W/WASHERS) \ �•i,'\ i r O H.W.H. pMATCH SIDING EXISTING EXISTING p 8 MACHINE BOLT @ 12 O.C. . FURNAC Q W O ' R312A.3 OPENING LIMITATIONS. 1 � U ® IL rc REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING •��� I EXISTING p E.F W SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A O a,PRO. In to O a SPHERE 4 INCHES(102 MM)IN DIAMETER. I UTILITY C14 EXISTING 0 �` d' 8'0" CLG. HGT. N _ EXCEPTIONS: I M, N DECK L 1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE I Q p O RI-SER,TREAD AND BOTTOM[RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE Z Z m OF A SPHERE 6 INCHES(153:VIM)IN DIAMETER. 11,' I I, VE 2.GUARDS ON THE OPEN SIDE ORSTAIRS SHALL NOT HAVE OPENINGS THAT I I j -A---MULTIPLE SECTION ASSEMBLY: D E� 0 -1 Q z ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES(111 MM)IN DIAMETER. I I 1 I/4" THICK BOLTS m 2' OC l2) t� R '��' ° z (K o R312.1.4 EXTERIOR PLASTIC COMPOSITE GUARDS. Irl-' W y 2 PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE I 1 °I I PROVIDE 5/8" F,C, GWB O LLI = REQUIREMENTS OF SECTION R317.4, I I I i WALL AND CEILING PER CODE � 13 O I I PROVIDE VENTING w N R312.2 WINDOW FALL PROTECTION. [Q WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH 'I' 9 I I FOR COMBUSTION AIR SECTIONS R312.2.1 AND R312.2.2. I I I I I I I PER MANUFACTURERS O 0 I SPECIFICATIONS � R3I2,2.1wINDowsILLs. SHUTTER ASSEMBLY � i' i '.;• I1 I U n IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW N.T,S. .I .1' 1�' d u- 0 FOR PANEL SPANS: I I OPENING IS LOCATED LESS THAN 24 INCHES(610 VIM)ABOVE THE FINISHEDI I FLOOR AND GREATER THAN 72 INCHES(1829 MM)ABOVE THE FINISHED GRADE 4' OR WIDER SPAN OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING,THE 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I Ll LJ' OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: I „ „ 1.OPERABLE WINDOW OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER (OVERLAP AROUND OPENINGS 4 ) I I 1 I I 13'0 15 8 W 15 4' O a a (102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR LARGEST OPENED POSITION. 2x4 STRONG-BACKS Q 24" OC 2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION FIRST OOR �� i DEVICES THAT COMPLY WITH ASTM F2090. ASSEMBLY: I I I� 3.OPERABLE WINDOWS ARI:PROVIDED WITH WINDOW OPENING CONTROL I). PREASSEMBLE PLYWOOD TO 2x4'S: M 10x3" lw/ WASHERS) GALVINIZED OR I WALL I A I L LEG END DEVICES THAT COMPLY WITH SECTION R312.2.2. STAINLESS STEEL WOOD SCREW Q 12" O.C. I I 2). ATTACHING STRUCTURAL PANEL: FASTEN-TO BUILDING w/ I�' EXIEXISTINGLIVII +� �G AREA = 1,382 SQ FT R312.2.2 WINDOW OPENING CONTROL DEVICES. 010x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL PROPOSED 2x6 WALL ; WINDOW OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090. WOOD SCREW IT 16" O,C. SMOKE DET;CTOR THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE INTERCONNECT PER CODE PROPOSED 2x4 WALL THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I w O REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO LESS THAN MIO TEE NUTS ATTACHED TO BLDG, w/ 010x1-1/2 ( W/ WASHERS) A CARBON MONOXIDE DETECTOR EXISTING WALL TO REMAIN 1 THE AREA REQUIRED BY SECTION R310.2.1. MACHINE BOLT -0 12" O.C. cO ONE PER FLOOR ------------- _____________:EXISTING WALL TO BE REMOVED N 1 1022(8402.2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). IN ADDITION TO THE REQUIREMENTS OF SECTION NI102.1.INSULATION EXISTING STRUCTURAL RDS SI►ALL MEDT TIIE SPECIFIC REQUIREMENTS OF SECTIONS N IL02.2.1'I HROUGH N1102.2.13.N1102.2.1(R402.2.1)CEILINGS WITH ATTIC SPACES.WLLERE SECTION RL102.1.2 REQUIRES R-38 INSULATION IN THE CEILING,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING 12 (�\vU��Jill UUrUr(� j ) AREA REQUMING INSULATION SHALL SATISFY THE REQUIREMENT FOR y(/r V R-38 INSULATION WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-30 INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE SECTION N1102.1.2 REQUIRES R-49 INSULATION IN THE CEILING,INSTALLING ) R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING (J�(JU�C(/r� 4 1/2 INSULATION SHALL SATISFY THE REQUIREMENT FOR R-49 INSULATION (IU0)r)r WHEREVER THL FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION EXISTING ROOF RAFTERS c UUw �(/� EXTENDS OVER.THE WALL TOP PLATE AT THE EAVES.THIS REDUCTION ll``VV SITALL NO'1 APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION EXISTINGSHEATHINGDREP IR �lv NI.102.1.4 AND THE TOTAL UA ALTERNATIVE IN SECTION N1102.L5. �1� I��`� (V Vr)r�r�r •+. N1102.2.2(R402.2.2)CEILINGS WITHOUT ATTIC SPACES.WHERE SECTION !PATCH AND REPAIR C(Rjv )(',���r)r) AT CHIMNEY) (w �'(J �) NL102.1.2 REQUIRES INSULATION Fl-VALUES GREATER THAN R-30 IN THE PROVIDE: NEW V ( •• CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT v � - ASPHALT ROOFl��lv '•. ALLOW SUFFICIENT SPACE FOR THE REQUIRED INSULATION,THE MINIMUM •. REQUIRED INSULATION FI-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES SI TALL BE R-50,INSULATION SHALL EXTEND OVER THE TOP OF THE WALL PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. �l�``lv `•. THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION ( hR)Q �� N 1102.1.2 SI TAL.T,BE LIMITED TO 500 SQUARE FEET(46 M")OR 20 PERCENT OF TI TE TOTAT INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION S HALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION N 1102.1.4 AI`'-)THE TOTAL UA ALTERNATIVE IN SECTION N1102.1.5. N 1102.2.3(R402.2.3)EAVE BAFFLE.FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS,A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS.BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN Tl IE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND OVER THE TOP OF THE i ATTIC INSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID PROPOSED LOFT AREA ; ; o MATERIAL. oo N1102.2.4(R402.2.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.ACCESS THAT PIEVF.NTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE O NEW 13/4"x9 I/4 TA E.J, m 16 O.C. PROVIDED TO ALL EQUIPMENT.WHERE LOOSE-LOOSE-FILL INSULATION IS INSTALLED, ' ' AFRAMEDOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED = = „ TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING NEW 3/4 SUBFLOOR - - SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL w PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE OF THE LOOSE-17 LL INSULATION. EXCEPTION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONED SPACES TO UNCONnITIONED SPACES THAT COMPLY WITH THE FENESTRATION Q P.P. UIREMENTS OF TABLE NI 102.L2 BASED ON THE APPLICABLE CLIMATE EXISTING 2x4 WALL ; EXISTING SHEATHING = ZONE sPECL'r,D IN SECTION NI-101.7.EXISTING VAPOR BARRIER EXISTING LIVING ROOM EXISTIN(S ENTRY = EXISTING SIDING: (PATCH AND REPAIR) = (MATCH EXISTING) PROVIDE CLEAN AND DRY EXISTING INSULATION BANK RUN FILL EXISTING 1/2" GWBLu 1 (PATCH AND REPAIR) _ PROPOSED 4" P.C. SLAB WITH 6x6x10 WWM MEET EXISTING FLOOR TOOF LATICRETE ' ' O EXISTING SLAB = ' ' 47'4'I P } EXISTING DECK (NO WORK) - - 164" ° 4 °� EXISTING GRADE 13'0" 2'0" °,6 3'8" 4'6" 4'6" TV w bve EXISTING SLAB TO REMAIN <' oo Ul TW3046 DHP4246 TW3046 I T_ o SECTION A- (2)2x10 HDR (2)2x10 HDR (2)2x10 HDR NEW RAILS PER CODE 0 m o Q EXISTING h Co 5ALCONY x U EXISTING (L X EXISTING Q LL )L �. EXISTING FIREPLACE 3 m REPLACE EXISTING u- j DOOR, REFLASH LOFT AREA t0 BE REMOVED O Q CATH CLG. __ - I- L PATCH IN WALL 3 - r N r EXISTING 00 j__ m o Ilk BEDROOM Q O f8'O" CLG. HST. I� z `-- - --+- EXISTINGLh z MASTER W clJ EXISTI G w BEDROOM al Z 5ALC0 Y a'o" CLG. PST. O [NY]N1109.1.1(R503.1.1)BUILDING ENVELOPE. BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION (�/ N1102.1.2 OR N1102.1.4.SECTIONS N1102.2.1 THROUGH N1102.2.13,N1102.3.1.N1102.3.2,N1102.4.3 AND N1102.4.5. (2)2x10 HDR (2ZY 2'611 ____ ____ ____ ____ l�- EXC'EPT10N:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS 141 0" i i i i i i i i i i i i i u- FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: o i i i i i i i i i i i , U- 1.STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. ' ' ' ' ' ' ' EXIST?NG'STAIRS ' ' ' I' CHAPTER I[RE]:ENERGY EFFICIENCY: 2.EXISTING CEILING,WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE7 cv . . . ' ' : ' ' ' "^ NOTE: CAVITIES ARE FILLED WITH INSULATION. ' ' �� ' ' TO.B6 RHMGIVED 0 THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE"ENERGY CODE'0 IS 3.CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. v - v ADOPTED PL IRS TO ARTICLE 11 OF THE ENERGY LAW.THE ENERGY CODE IS SET FORTH 1N 4.ROOF RECOVER. ' K Co ' ' Co N i i i i i , 1y PART 1240 OF TITLE 19 OF THE NEW YORK CODES,RULES AND REGULATIONS("PART 1240")AND IN S.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED CLQ- ' ' - - `--''-�--'--�--'- -' EN " THE PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240.THOSE PUBLICATIONS INCLUDE, DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. y pF NE 2'6" BUT ARE NOT LIMITED TO.THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK 6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES ____---- STATE(THE"2020 ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO"RESIDENTIAL TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR y BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE"ECCCNYS- FENESTRATION ASSEMBLY TO BE REPLACED. •----- Q PRO, RESIDENTIAL PROVISIONS." TALTERATIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF TIIE LUMINAIRES WITHIN A SPACE, �} ' 0 CLO, a o * ((/ I CHAPTER 11 IS INTENDED TO BE A RESTATEMENT OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. 01 I o IS INCLUDED IN THIS CODE AS A CONVENIENCE TO THE USERS OF THIS CODE.HOWEVER,THE N1109.1.1.1(8503.1.1.1)REPLACEMENT FENESTRATION. _ 9 LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS SET FORTH IN PART 1240 AND THE WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION EXISTING TUB/ rt 0 EXISTING InI1 ( W PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240,AND IN THE EVENT OF ANY CONFLICT PRODUCT,INCLUDING SASH AND GLAZING,THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE BETWEEN THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FORTH APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC AS SPECIFIED IN TABLE N1102.1.2.WHERE MORE INBATH OWER / N EXISTING MASTER a ZLp ia.e 2 IN CHAPTER 11,THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS WILL CONTROL. THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE (NO WO F. 0 O LOFT AREA 6'2" 1' 10" `~ BATH o OF THE U-FACTOR.SHGC OR BOTH OF ALL REPLACEMENT FENESTRATION UNITS SHALL BE AN CATH CLG. REMOVE AND SECTION N1107(R501):EXISTING BUILDINGS-GENERAL: ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. W D W w RESET FIXTURES, W ESSIONP� N1107.1(8501.1)SCOPE. N1109.1.2(R503.L2)HEATING AND COOLING SYSTEMS. y NEW GWB, FLOORIN JEFFREY T. BUTLER, P.E. THE PROVISIONS OF SECTIONS NL 107 THROUGH N1111 SHALL CONTROL THE ALTERATION,REPAIR, NEW HEATING.COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY " W.C. ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. WITH SECTION N1103. o PROF`'pSED CLOSET t � NEW RAILS PER GODS EXISTING ANP TRIM [NY]N1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL.ADDITIONS,ALTERATIONS, EXCEPTION:WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT <r ' ' OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY SYSTEMS WITH LESS THAN 40 LINEAR FEET(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED N 5'0" (2)2x10 HDR DRESSING RM. m WITH SECTION N1108,N1109 OR N1110.UNALTERED PORTIONS OF THE EXISTING BUILDING OR TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.3• 2'6" 1 8'0" GLS. HST. F- BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CHAPTER. TW3046 2 EXCEPTION:THE EXCEPTIONS OF SECTION N 1101.1 OF THIS CODE SHALL APPLY. NI 109.1.3(R503.1.3)SERVICE HOT WATER SYSTEMS. C7 CENTER -2 \ / � m NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION e N 1107.2(R501.2)EXISTING BUILDINGS. N 1103.5. H DOOR BELOW O O a IL EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, 4 � () a ALTERATION OR ABANDONMENT OF.NOP.PREVENT THE CONTINUED USE AND MAINTENANCE OF AN N1109.1.4(8503.1.4)LIGHTING. W SHOWER a EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF NEW LIGHTING SYSTEMS THAT ARE PART OF TILE ALTERATION SHALL COMPLY WITH SECTION N1104.1. z tu z THIS CODE. EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 50 PERCENT OF TIIE LUMINAIRES IN A SPACE, O > PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. _ F- EXISTING EXISTING EXISTING N1107.3(R501.3)MAINTENANCE. DEN BUILDINGS AND STRUCTURES,AND PARTS THEREOF,SHALL BE MAINTAINED 1N A SAFE AND SANITARY N1109.2(R503.2)CHANGE IN SPACE CONDITIONING. CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE SHALL BE MAINTAINED IN ANY NONCONDITIONED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE 8'0" CLG. HGT. \Q\ Z Z COMPLIANCE WITH THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CHAPTER. / Z AUTHORIZED AGENT SHALL BE RESPONSII3LE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY (NO WORK) O Q m THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION WITH THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 Z OF ENERGY CONSERVATION.FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION N 1105.3. d Q 11 STRUCTURES. SECTIONNI110(R504):REPAIRS: z w [NY1N1107.4(R501.4)COMPLIANCE. N1110.1(8504.1)GENERAL. H ALTERATIONS,REPAIRS.ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION IC) Z3 Q EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH THE PROVISIONS FOR ALTERATIONS, N1107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED W W 0 O REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THE REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(THE UNIFORM CODE)THE NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE EXISTING O O NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NFPA 70. REQUIRED BY SECTION N1107.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR e DUE TO NORMAL SERVICE CONDITIONS SHALT.NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS t � N1107.5(R501.5)NEW AND REPLACEMENT MATERIALS. IN THIS SECTION. O � Q EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED [NY]NI 110.2(8504.2)APPLICATION. cr IJ_ FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE.HEALTH OR PROPERTY ARE NOT CREATED. FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL BE CONSIDERED TO BE REPAIRS: 3'4" 13'0'f 15'8" 15'4" a- O s HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD LGLASS-ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME. - NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. 2.ROOF REPAIRS. 3.REPAIRS WHERE ONLY THE BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES IN A SPACE [NY]N1107.6(R501.6)HISTORIC BUILDINGS. ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTERIOR 474" a NO PROVISIONS OF THIS CHAPTER 11 RELATING TO THE CONSTRUCTION.REPAIR,ALTERATION, LIGHTING POWER. U o RESTORATION,AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS. 4.REPL.ACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL SECOND I O O f NOT REQUIRE THE INSTALLATION OF A VESTIBULE PROVIDED,HOWEVER,THAT AN EXISTING VESTIBULE I �L lI SECTIONNI 108(R502):ADDITIONS: THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED. N1108.1(R502.1)GENERAL. SECTIONNIIII(R505):CHANGE OFOCCUPANCY ORUSE: EXISTING LIVING AREA = 1,056 SQ FT ���� ������ ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING N1111.1(R505.1)GENERAL. PROPOSED LIVING AREA = 283 SQ FT THE UNALTERED PORTION OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND ' JUL- PROPOSED 2x6 WALL CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD FOR EITHER FOSSIL FUEL OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. TOTAL LIVING AREA = 1,339 SQ.FT, W, _ - � EXISTING BUILDING SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS CHAPTER WHERE THE ADDITION ALONE COMPLIES.'WHERE THE EXISTING BUILDING AND ADDITION COMPLY N1111.2(8505.2)GENERAL. SMOKE DETECTOR PROPOSED 2x4 WALL WITH THIS CHAPTER AS A SINGLE BUILDING,OR WHERE THE BUILDING WITH THE ADDITION DOES ANY SPACE THAT 1S CONVERTED TO A DWELLING UNIT OR PORTION THEREOF FROM ANOTHER USE OR INTERCONNECT PER CODE 3 o f NOT USE MORE ENERGY THAN THE EXISTING BUILDING.ADDITIONS SHALL BE IN ACCORDANCE WITH OCCUPANCY SHALL COMPLY WITH THIS CHAPTER. EXISTING WALL TO REMA IN SECTION N1108.1.1 OR N1108.1.2. EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY WITH CARBON MONOXIDE DETECTOR N1108.1.1(R502.1.1)PRESCRIPTIVE COMPLIANCE. THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT ONE PER FLOOR ._____________'EXISTING WALL TO BE REMOVED ADDITIONS SHALL COMPLY WITH SECTIONS NI109.1.1.1 THROUGH N1108.1.1.4. OF THE ANNUAL ENERGY COST ALLOWED BY SECTION N1105.3 THE DESIGN OF THIS STRUCTURE 1S BASED UPON THE PRESCRIPTIVE APPROACH USING THE GENERAL NOTES: R302.9 140 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, WALL FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR Ram 13 FIRE PROTECTION A FLOORS. WALL AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT RE LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND REQUIRED ELSEWHERE IN THIS CODE TO AMERICAN FOREST AND PAPER ASSOCIATION. (2018) BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 1/2-INCH(12.7 MDI) TABILE 3.1,WFCM HIGH WIND EDITION NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. INISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. GYP:;UM WALLBOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL ( ) NEW YORK STATE. PANEL MEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R. 2.THE CONTRACTOR SHALL\'L-R1PY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES 8302.9.1 FLAME SPREAD INDEX. FRAMING,MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS.VENTS, TABLE ON COVER SHEET. WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING.DEVICES,LUMINAIRES,WIRES,SPEAKERS, ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT OP PLATES BEATER THAN 200. DRAINAGE,E,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE 8301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED. APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS.BASEBOARDS AND EXCEPTIONS: ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN DEAD LOAD-SECTION 8301.4 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904,NFPA LIVE LOAD-SECTION 8301.5 SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM. RAFTER TO TOP PLATE(TOE-NAILED) 4-Sd PER RAFTER SMOKE INDEX 8302.9 OF GOOD QUALITY.FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT FLAME SPREAD INDEX 8302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. STUD CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL-FIRED OR CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FIRE BLOCKING R302.11 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR TI IE CONSTRUCTION MEANS,METHODS, ELECTRIC-POWERED HEATING APPLIANCES. FIRE BLOCKING MATERIAL L1 8302.9.2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAl1TIONS AND WALL AND CEILING FINISHES SHALL HAVE ASMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORSS R30 8302.1.3 LIGHT AND VENTILATION-SECTION R303 PROGRAMS IN CONNECTION WITH THE WORK.AND HE SHALL NOT BE RESPONSIBLE FOR NOT GREATER THAN 450. CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED 9-16d EACH LAP MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE BORED HO MAX 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY. CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS DIAMETER 0% 3.2.FIRLBLOC'KING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED CEILING ION-S1T TION 30 R30S OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL S MADE IN THE DOCUMENTS ° TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. ALC NG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE SANITATION-SECTION 8306 TOILET BATH AND SHOWER SPACES-SECTION 8307 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE GF STUD DEPTH UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. GLAZING-SECTION R308 ENGINEER. R302.9.4 ALTERNATIVE TEST METHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL BLOCKING TO RAFTER(TOE-NAILED) 2-Sd EACH END GARAGES AND CARPORTS-SECTION R309 5'8"MIN.T EDGE AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH S.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS Q RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION 8310 THAN 200 AND ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (50.8 NiM P1'2S4 MM 1NSCJRANCE COVERAGE 1NCLl.ID1NG STATUTORY POLIC'lES(WORKER COMPENSATION,ETC.) )NOMINAL DIMENSION, F OTHER APPROVED FLOOR EXITS-SECTION 8311 AND GENERAL LIABILITY 1N AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. WALL FRAMING STAIRWAYS-SECTION 8311.7 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE 5/8"MIN.TO EDGE CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE GUARDS-SECTION R312 WITH NFPA 286.MATERIALS T'EST'ED IN ACCORDANCE WITH NFPA 286 SHALL 8302.1-1 COMBUSTIBLE INSULATION CLEARANCE. TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT SMOKE ALARMS-SECTION 8314 A NAMED INSURED ON ANY AND ALL POLICIES. 01 MEET THE FOLLOWING CRITERIA: CW IBCISTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCITES FOAM PLASTIC-SECTION R316 THE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: DWELLING UNIT SEPARATION-SECTION 8302 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. NOTCH MU T NOT EXCEE 1.DURING THE 40 KW EXPOSURE.FLAMES SHALL NOT SPREAD TO THE CEILING. PROMICI FROM DEVICES. RECESSED LUMINAIRES.FAN MOTORS AND OTHER HEAT- 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH PROTECTION AGAINST DECAY-SECTION 8317 7,ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE 4)°I°OF STUD DEPTH ON ANY WALL OR CEILING. CLEARANCES.COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING PROTECTION AGAINST TERMITES-SECTION 8318 CREOSOTED. 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. REQI I'REMENTS SHALL BE SEPARATED IN ACCORDANCE WITH THE STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. SITE ADDRESS-SECTION 8312 ACCESSIBILITY-SECTION R320 4.TTIE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDI DONS STIPULATED IN THE LISTING. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGES ELEVATORS AND PLATFORM LIFTS R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH 800 KW RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE FLOOD RESISTANT CONSTRUCTION-SECTION 8322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE. TOP OR BOTTOM PLATE TO STUD(IND-NAILED) 2-16d PER 2x4 STUD 1,000 M2. 3-16d PER 2x6 STUD 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED z Z RED HO SHALL NOT � AS PER NEW YORK STATE CODE. R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. 4-16d PER 2x8 STUD BE LOCATE IN THE SAME FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE I V 10.HEATING TO BE DESIGNED TO PROVIDE 70 DECREES F.WITH OUTDOOR DESIGNED CROSS SEC'�ION OF CUT OR SECTION K310:EMERGENCY ESCAPE AND RESCUE OPENINGS BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT AIR-TEMPERATURE OF 0 DEGREES F.AND 15 NIPH WIND. NOTCH IN S�ll1UD ACCORDANCE WITH SECTIONS R302.10A THROUGH R302.10.5. 0. 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED. ENDJOI5T OR BLOCKING(FACE-NAILED 8302.10.1 INSULATION. BASEMENTS.HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE FLOOR FRAMING 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF THE N.Y.B.F.[.I.AND A N.Y.B.F.II.CERTIFICATE 1S TO BE PRESENTED TO THE OWNER AT THE INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, Not LEss TI IAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,AN NOTCHING AND BORED HOLE LIMITATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.THEY SHALL EEE PINGCY ESCAPE AND REBORE OPENING SHALL BE REQUIRED IN LEACH OPE COMPLETION OFTHE.I B. JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- DI'RECTL INTO EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN 4v 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE DIRECTLY 1 NTo A PUBLIC WAY,OR To A YARD OR COURT THAT OPENS TO A BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. FO,R INTERIOR NONBEARING WALLS DEVELOPED INDEX NOT 3. EXCEED 450 WHERE TESTED IN ACCORDANCE PUBLIC WAY. WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN EXCEPTIONS: BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. (WFCM 2015 SBC HIGH WIND EDITION ACCRDNCE WITH THE REQIREMENTS OF THIS SECTION,SHALL FACIONGSAWH E USED, UCHUAS VAPOR RETARDERS,VAPOR PERMEAB EDE i.,�'rORnl s11ELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL EQl i PM ENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET MEMBRANES AND SIMILAR COVERINGS. U 8 BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-16d EACH BLOCK 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK EXCEPTIONS: 2.r'HERk THE DWELLING OR TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE SPRINK I.CR SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, 1.WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE SLF'"INC ROOMS 1N BASEMENTS SHALL NOT BE REQUIRED TO HAVE 0 LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT JOIST ON LEDGER To BEAM(TOE-NAILED) 3-8d PER JOIST 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE APPLY N THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED 1N HAS ONE OF THE FOLLOWING: LL' 0 SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING. 2.1.ONL;,LEANS OF EGRESS COMPLYING WITH SECTION 8311 AND ONE >- CODE'S MINIMI INT STANDARDS. FLOOR OR WALL FINISH. EMERGENCY ESCAPE AND RESCUE OPENING. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST 2.CELLULOSE FIBER LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED 21.1 "o MEANS OE EGRESS COMPLYING wr1H sEcrtoN x311. Lu Lu 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND T P PLATESAND THAT COMPLIES WITH THE REQUIREMENTS OF SECTION R302.10.3 SHALL R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. 0 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT EMFACA I'CY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM WHICH THEY ARE MADE-IS EXECUTED OR NOT. THEY MAY NOT BE USED SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE TIL:INSI�F OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL w ROOF SHEATHING ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S102.2. KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOW'S SERVING 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION 8316. ASA REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY ui m 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION.ON-SITE WI IH ASTM F2090. STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, R302.10.2 LOOSE-FILL INSULATION. R310,2 FI` ,,RGENCY ESCAPE AND RESCUE OPENINGS, DIAGONAL BOARD SHEATHING CONTRACTOR OR LOCAL BUILDING DEPARTMENT. STUD LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS DIMENSIONS AS SPECIFIED 1N THIS SECTION. 1"0"OR 1"x8" 2-8d PER SUPPORT UPLIFT-CONTINUOUS PATH CONNECTORS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF R'1 0.2.1 n,uNlNtuNt OPENING AREA. LOAD PATH STAYS INTACT(NO CHANGE) SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2. I"x10"OR WIDER 3-8d PER SUPPORT Ef\Ir'RGENCYESCAPE AND RESCUE OPENINGS SHALL HAVE ANET CLEAR BORED HOLE MAX EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE OI I,r.1r'i OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S 102.2,PROVIDED ON^'INC DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY CEILING SHEATHING DIAMETER 40% THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS TH ,NOP MAL OPERATION OFTHE EMERGENCY ESCAPE AND RESCUE GYPSUM WALLBOARD 5dCOOLERTOF STUD DEPTH R302.10.1 AND R302.10.3. OPEN l NI i FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL BE 1"�l'T LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL 7' EE R302.10.3 CELLULOSIC FIBER LOOSE-FILL INSULATION. BE NOT Ll-SS THAN 20 INCHES(508 MM), WALL SHEATHING 5/8"MIN.TO EDC E CELLULOSIC FIBER LOOSE-PILL INSULATION SHALL COMPLY WITH CPSC 16 CPR. EXC E I ION T CLEAR FLOOR OPENINGS OR OPENING AREA OF NOT LESS THAN E OPENISQUARE S SHALL f 1 PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL (0.465 SQ.M.) STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS 1209 AND , 5/8"MIN.TO EDGE 1404. R3102.2 WINDOW SILL HEIGHT. FIREBOARD PANELS 'All HIRE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE '1 R302.10.4 EXPOSED ATTIC INSULATION. OPI:NII'�,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES X ("'8 Ml`1 I ABOVE THE FLOOR;WHERE THE SILL HEIGHT 1S BELOW GRADE.IT LL NOTC:4 MUST NOT EXCEED--- EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE SHAT i.BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION [`1 7/16" 6d EDGE 251/c OF STUD DEPTH A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE R40.23.25/32" 8d 3"EDGE/6"FIELD NOTCHES SHALL NOT BE CENTIMETER. LOC.:,TED IN MIDDLE ONE-THIRD R310.2.3W; Dow WELLS, Cl1 GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD R302.10.5 TESTING. TI IE HOP IZONTAL AREA OF THE WINDOW WELL SHALL,BE NOT LESS THAN 9 LU rf) Q Of STUD LENGTH IF IiOLE IS BETWEEN 40%AND 60°7° TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE 1N ACCORDANCE WITH SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF \ Q HARDBOARD 8d SEE TABLE 3.11 THIS SHEET NOT LESS THAN 36 INCHES(9141\1M).THE AREA OF THE WINDOW WELL SHAI..L ASTM E970. Q A tu OF STUD DEFILE,THEN STUD MUST .4LI,OW'THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY 1 BE DOUBLE AND NO MORE THAN OPINED. - r PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET R302.11 FIREBLOCKING. E\('EI'I'V`)N:THE LADDER OR STEPS REQUIRED BY SECTION 11310.2.3.1 SHALL JU (f) BC:.L.J IIOLE5 S ALL NOT TWO SUCCESSIVE STUDS ARE IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING SH,,LL BE PROVIDED TO Bt.r.a'II rlED To ENCROACH NOT MORE THAN 6INCHES(152 MM)INTO THE r �/ DIAGONAL BOARD SHEATHING BE LOCATED IN HE SAME DOUBLED AND SO BORED CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS RE0 19REI)DIMENSIONS OF THE WINDOW WELL, LU AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN CIl CROS SECTION OF CUT OR RslO 3.1 LADDF�iAND STEPS, A TOP STORY AND THE ROOF SPACE. \\'INPON\'WELLS WITH A VERTICAL DEPTH GRATER THAN 44 INCHES 0 ~ I"x6"OR 1WI 2-8d PER SUPPORT NOTCH IN STUD FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE (111'MMl SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR 1"x10"OR WIDER 3-Sd PER SUPPORT FOLLOWING LOCATIONS: S rEPS([SABLE WITH THE WINDOW 1N THE FULLY OPEN POSITION.LADDERS 1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING OR STI:[�S REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY Q W'I"Ili SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WITH t� LL FLOOR SHEATHING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS OF NOTLESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 1- � z � LL NOT HING AND BORED HOLE LIMITATIONS FOLLOWS: INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN (Z LL STRUCTURAL PANELS 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 181 NCI I I'.S(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE 0 1"OR LESS 8d 6"EDGE/12"FIELD FOR EXTERIOR WALLS AND BEARING WALLS WINP,,\N'WELL. }- GREATER THAN 1" 10d 6"EDGE/6"FIELD 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). R 110.2.3.2 DRAINAGE. tu (WFCM 2015 SBC HIGH WIND EDITION) W1NDO\e WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY 2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM SPACES SUCH AS OCCUR AT SOFFITSDROP CEILINGS AND COVCEILINGS. R QUIRED BY SECTION R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. DIAGONAL BOARD SHEATHING , E Sd NAIL AT 4"O.C. 1"x6" EXCLPI ION:A DRAINAGE SYSTEM FOR WINDOW WELLS IS NOT REQUIRED IL OR WIDER 3.IN CONCEALED SPACES BETWEEN STAIR AT THE TOP AND WHERF THE FOUNDATION IS ON WELL DRAINED SOIL OR SAND-GRAVEL 1"x10"O 1 23-8d-8d PER SUP PER SUPPORTBOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITI f MIX LIRE SOILS 1N ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION LL LL SECTION 8302.7. SYSTE\I,GROUP 1 SOILS,AS DETAILED 1N TABLE 8405.1. 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. „MAX.1_2 4.AT OPENINGS AROUND VENTS,PIPES,DUCTS,CABLES AND WIRES AT CEILING --� IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, AND FLOOR LEVEL.WITH AN APPROVED MATERIAL TO RESIST THE FREE R IH EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND P( NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING ,RCHES. F.P'PRGCNCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND BASEDNAILS ON THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 PORC'ILLS SHALL BE FULLY OPENABLE AND PROVIDE A PATH NOT LESS THAN ENGINEER: SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. SHEAR WALL REQUIREMENTS REQUIREMENTS. 361':CUES(914 NIM)IN HEIGHT TO A YARD OR COURT. 5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES.SEE SECTION 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF 81003.19. R310.2.5 REPLACEMENT WINDOWS. ! OF NES REI 1CFNIENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF C� •Y ENDWALL 6.FIREBLOCKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED AT TI:15 COI' 1.SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. GISTS THE LINE OF DWELLING UNIT SEPARATION. EY T. �Q� REQUIREMENTS OF SECTION R310.2.2 AND THE REQUIREMENTS OF SECTION R310 2.1.PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE Q GJl TABLE 3.11 (WFCM HIGH WIND EDITION) No CEILING J R302.11.1 FIREBLOCKING MATERIALS. FOL[OWING CONDITIONS: 7k CENTER 2x BLOCKING EXCEPT AS PROVIDED IN SECTION R302.11.ITEM 4,FIREBLOCKING SHALL 1.THI:PT'PLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST (� (140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) DIAPHRAGM CONSIST OF THE FOLLOWING MATERIALS: STA[+DR I:P SIZE WINDOW THAT WILL FLT WITHIN THE EXISTING FRAME OR WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS REQUIRED ON SHEATHING JOINT A A 1.TWO-INCH(51 MM)NOMINAL LUMBER. EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW 1S OF THE SAME n u 2.TWO THICKNESSES OF 1-INCH(25A MM)NOMINAL LUMBER WITH BROKEN oPF.RA'1Ii,G STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES z 1 STRUCTURAL SHEATHING MAXIMUM NAIL SPACING FUI,AN DUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING y SHEATHING LOCATION STUD SPACING 15/32 WOOD STRUCTURAL PANELS I BLOCKING LAP JOINTS. WINLO\\'. N �gip' OR PANEL SIDING FOR 8d COMMON NAILS 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH 2.1 HE P LPLACEMENT WINDOW 1S NOT PART OF A CHANGE OF OCCUPANCY. �� 0 (SEE NOTE 1) (INCHES,O.C.) ON GABLE FACE AND ON WALL BELOW 13 g3 (SEE NOTE 3) (INCHES,O.C.) BASED ON SHEARWALL REQUIREMENTS BLOCKING + JOINTS BACKED BY 23/32-INCII(18.3 MM)WOOD STRUCTURAL PANELS. �4 �i 4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITI1 JOINTS BACKED RIM 3 aIERGENCY ESCAPE AND RESCUE DOORS. E 6 BY 3/4-INCH(19.1 MM)PARTICLEBOARD. WHERE f,il00R 1S PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND SIGN 4'EDGEZONE 16 GABLE ENDWALL, BALLOON FRAMING 5.ONE-HALF-INCH(12.7MM)GYPSUM BOARD. RESCUE OPENING,ITSHALLBEASIDE-HINGEDDOORORA SLIDER.WHEIRE JEI=PREY T. BUTLER, P.E. F 12 SEE NOTE 2) TI I I?OPENIIf'';1S BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. AN AREA\VELI.. PREFERRED ME'T'HOD SECTION A-A 7.IIATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER INTERIOR ZONE 16 E 6 APPROVED MATERIALS INSTALLED 1N SUCH A MANNER AS TO BE SECURELY R;I x.3.1 n IINIMUM DOOR OPENING SIZE. O RETAINED IN PLACE. T11H;\Ili,'IMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR TI IAT SERVES AS F 12 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH AN'-r 117RGENCY AND ESCAPE RESCUE OPENING SHALL BE IN ACCORDANCE } ASTM E119 OR UL 263.FOR THE SPECIFIC APPLICATION. Wl"H SECTION R310.2.1. In FLOOR BRACING ING AT END BAYS 831 32AIZEAWELLS. o e E=NAIL SPACING AT PANEL EDGES(IN.) 8302.11.1.1 BAITS OR BLANKETS OF MINERAL 08 GLASS FIBER. Aa EA WEI.LS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES(914 MM). O d F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) ROOF FRAMING DOUBLE TOP PLATE BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED THE AN E.1 WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND � LL O a 1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT (WFCM FIGURE 3.7b) NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE RESCI m I\GOR To BE FULLY OPENED. 10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED 7 LU REQUIREMENTS SZ OSHALL BE USED. 2.1 LADDER AND STEPS. , USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS APPA\"'LLS WITH A VERTICAL DEPTH GRATER THAN 44 INCHES(1118 M1,1) O Q U EXTERIOR OR BEARING WALL SHALI.BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS Q 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING A R302.11.1.2 UNFACED FIBERGLASS. USnr.,Lr.\VITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS MEMBERS WITH G>:0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL QUIP F,D BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH Q Q BE REDUCED TO 6 INCHES O.C. CRIPPLE STUDS THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT z z (n STUD TO RAFTER CONNECTION THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT LESS THAN 12 INCHES(305 NIM),SHALL PROJECT NOT LESS THAN 3 INCHES 7 °z OR FLOOR TO FLOOR CONNECTION OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL I3D ( AIM[I aONI THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES O _1 Q 3.FOR EXTERIOR PANEL SIDING.GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED HEADER (457 MAI,ON CENTER VERTICALLY FOR THE FULL HEIGHT of THE ExTEIuoR o DEPENDING ON CONDITION,SEE PACKED TIGHTLY AROUND THE OBSTRUCTION. sTn1r.\ ALL. FOR COMMON NAILS. DETAILS ON SHEET 7 OF 7 THIS SET 'Q Q R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. 1,;10.3.2?DRAINAGE. W = 0 LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIRFBLOCK AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING � HEADER TO STUDS I I TABLE 3.10 (WFCM HIGH WIND EDITION) UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR Tr)TI IE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION LU n � ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS RIMA OR BY AN APPROVED ALTERNATIVE METHOD. O 0 Q USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD 140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED PER TABLE R30L2 4)A) NOTCH GREATER TH N ECCTT ION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REQUIRED L ( [ ( THE SPREAD OF FIRE AND HOT GASES. r FULL LENGTH 50%OF T'H3 PLATE IDTH W'N .RF.1'HE FOUNDATION 1S ON WELL-DRAINED SOIL OR SAND-GRAVEL w STRUCTURAL SHEATHING MAXIMUM NAIL SPACING HEADER STUDS WALL STUDS nnxruP.E SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION U) 9 SHEATHING LOCATION STUD SPACING STRUCTURAL FIREBLOCKING INTEGRITY. SYSTEM.GROUP 1 SOILS,AS DETAILED 1N TABLE R405.1. O O J u OR PANEL SIDING FOR 8d COMMON NAILS THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. (SEE NOTE 1) (INCHES,O.C.) II m (SEE NOTE 3) (INCHES,O.C.) NOTE: R310.4 Bnrs,GRILLES,covERs AND SCREENS. I I 0 E 6 UPLIFT'CONNECTION IS REQUIRED 16 GAGE- (0.054")AND 1.5"WIDE 8302.12 DRAFTSTOPPING. OVFP,EREM1 PGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS, R NS OR SIMILAR DEVICES ARE LACED � O 4'PERIMETER EDGE ZONE 16 --------------------- AT EACH END OF HEADER AND METAL TIE ACROSS AND TO EACH IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH WINPOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY N 6 F 6 --' ---' --- --- '-- AT BOTTOM OF I LEADER STUDS IN SIDE OF THE NOTCH WITH 8-16d ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY. WITH SECTIONS R310.2.1 THROUGH R310.2.3,AND SUCH DEVICES SHALL BE ' ' ' ' ' ' ' DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED RELF ASAP I,E OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, O ADDITION TO CONNECTORS AT NAILS EACH SIDE s INTERIOR ZONE 16 E ; O t1PLIFt: SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SITALI. TOOI.,SPLC1AL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED FOR F 12(SEE NOTE CO�PfVECT0� WALL STUDS AND AT TOP AND DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE THE NIC:I IAL OPERATION OF THE ESCAPE AND RESCUE OPENING. Z E 4 BOTTOM OF CRIPPLES THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING " w RDQUIRED' ' 11310.5 DWELLING ADDITIONS. n � a GABLE ENDWALL RAKE AND RAKE TRUSS , , , , , , , MEMBRANE BELOW,DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR-CEILING WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY F 4 „ „ „ „ ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: ESC'^PE AND RESCUE OPENING SHALL BE PROVIDED IN EACH NEW SLEEPING E=NAIL SPACING AT PANEL EDGES(IN.) 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. ROU,\I.WHORE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) 7�STUD TO PLATE -a TO?PLATES 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR ESCAPE^NO RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT. /FOUNDATION PERFORATED MEMBERS. EXCEF-HONS: 1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH L`L1.AN EMERGENCY ESCAPE AND RESCUE OPENING NOT REQUIRED INA NEP 8302.12.1 MATERIALS. BASEENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. HEADER TO STUDS:USE LSTA 18 W/14 10d NAILS DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH(12.7 MM) APR SLUE ONPENING. STUD TO PLATE/FOUNDATION: APE AND RESCUE OPENING 1S NOT REQUIRED IN A NEW 2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS (OPENINGS LESS THAN 6 FEET):USE DSP W/8 10d NAILS IN STUD AND 4 10d NAILS IN PLATE PIPE GYPSUM BOARD.3/8-INCH(9.5 MM)WOOD STRUCTURAL PANELS OR OTHER BAA N�(FN, WHERE THERE is AN EMERGENCY FROMSCAPE HE RESCUE OPENING APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. PAGE : WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. (OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE IN]FR I I ALTERATION'S OR REPAIRS OF EXISTING BASEMENTS. 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS TYPICAL FRAMING AND UPLIFT DRAFTSTOPS SHALL BE MAINTAINED. ALI'ERA'NJ O OR REPAIRS OF EXISTING BASEMENTS SHALL CONFORM WITH WITH G>0.49,FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. APP1-. nIX J of THIS CODE. CONNECTIONS FOR OPENINGS 4 of 4 4. ,W TH G>0.9EDOR FRAMING MEMBERS WITH 0144 INCH O.C.NAIL SPACING 2<G <0.49 TH THE SPACINGS ES SHEATHING ATTACHED OSHALL BE REDUCED TO 3 NCHE FRAMING SO.C,ERS TOP PLAT FRAMING TO ACCOMMODATE PIPING COPYIRIGPT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT '''RITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.