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HomeMy WebLinkAbout49290-Z �gt1FFOL�-coG Town of Southold 12/13/2023 0 P.O.Box 1179 0 o _ Za 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44811 Date: 12/13/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1630 Beebe Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-3-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/6/2023 pursuant to which Building Permit No. 49290 dated 5/22/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations to existing single-family dwelling as applied for. The certificate is issued to Koopersmith,Glenn&Eve of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49290 10/10/2023 PLUMBERS CERTIFICATION DATED 10/17/2023 Plu king&Heating A h ri e Signature �SufFntK TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY pJpl`�- 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#: 49290 Date: 5/22/2023 Permission is hereby granted to: Koopersmith, Glenn 1630 Beebe Dr PO BOX 1159 Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for per Trustees approval with flood permit. At premises located at: 1630 Beebe Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-3-18 Pursuant to application dated 3/6/2023 and approved by the Building Inspector. To expire on 11/2012024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $272.00 CO-ADDITION TO DWELLING $50.00 Flood Permit $100.00 Total: $422.00 Building Inspector ho�tpF SOUry�l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh .southoldtownny.gov BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Glen & Eve Koopersmith Address: 1630 Beebe Drive city:Cutchogue st: New York zip: 11935 Building Permit#: 49290 section: 103 Block: 3 Lot: 18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: G&S Electric Electrician: Bob Guarriello License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 6 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: 2ND FLOOR BATH Inspector Signature: Date: October 10, 2023 1630 bebee dr T (631)765-1302 pax(631)765.9502 gMOM'DEPARTM&NR' ^ TO'WM OF SOUTHOLD OCT 2 0 2023 Building DepartmentC]I RT -F1 C A T 10 N Town of Southold Aat jv@gd$ry dwwNhr lid in*c weer 'syelern contains lase dean 2n 0 of 1% iy I �"Vw�ww�e AN •w- =*-- LORE TA LAMB rk i Nary Public,State 01 New Yo #01 LA6179883 dualified in Suffolk County N December 31 Term Expires f4F SOUIyO - # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 qw�qq- INSPECTION [ ] FOUNDATION 1ST [ vf/ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [VfRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rz,{M l� U lam- a n viz-. DATE / —Z!�E- S INSPECTOR OF SObTyO� # f TOWN OF SOUTHOLD BUILDING DEPT. 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 I ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR C/O [ ] ENTAL REMARKS: � vs DATE INSPECTOR Of SO UI �f 3 O 8eeb e i0r - yo q �0 1 r # f TOWN OF SOUTHOLD BUILDING DEPT. �yCOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: �� f DATE 1� W�� INSPECTOR 0 a0F soblyOlo # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] !PgtLATIOWCAULKING [ ] 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: (0, km?6� �lw Pt[ & p I vvl�bw LIAA o/w-Q e,.,, &e az, cvr DATE INSPECTOR i Richard M . Mato , Architect TOWN OF SOUTHOLD 8 2023 Building Department 54375 Main Road �;. ,....... . Southold, New York 11971 December 4, 2023 RE: Koopersmith #1630 Beebe Drivw Cutchogue,N.Y. 11935 Bldg. Permit#49290 To whom it may concern, This letter certifies that an insulation inspection was performed on the above- mentioned residence and the batt insulation was installed.correctly. The R values meets or exceeds the New York State Residential Energy Code. Should you have any questions regarding the enclosed,please feel free to contact me. Sincerely, Richard M. Mato,A.I. P.P. Box 2284 Aquebogue, NY 11931 Tel:(631)523-5879 E-Mail: rmatoarchitect@gmail.com MAR 3 .1 2023 r 'S1,)ILDING DEPT. N OFSOUTHOLD ` Am y t _------ -_ ---rNNNNNN -- -- — — -_ -- :L — y-E� 77 --- - r;� ••� ••ii•••••iii� �•i• °••�iiiii•••ii�•••••.••A•^•�.o•••�•�•�••••• •......� ..:•• �i ••iiii•••ii• �•i• °••i�•••iii••••••�••i�i '��•••• �Oi i.:� f r•n• tv,�4. : - •�y�,wj-''y. / +♦k"., .^ ' -. . I•.' ^`fir w i `' ..W`..• �"+l l ''�. � { '�' K` „fl✓.'^A 2+ S3. � •SI'.4 fy� \L 7'y.•, +2.•. -♦'*r a w .±t,'¢� •st., a. `1 j''-a. .1eM5 ',h• - S_ ��'r �•a{:� t yr, !! 1 1 i ♦ ♦ ♦ 1 l+ ► ♦ 1 r: �. 4, ♦ ♦♦ ♦ �'° ♦ � ,1� ' ' ♦♦♦♦1♦/ _ �•♦♦♦♦♦, ♦�♦♦♦� IF,IV - }- i r I - i 0 , �- I it ri ♦�. FMLD INSPECTION REPORT I DATE COMMENTS FOUNDATION (IST) O -------------------------------------- FOUNDATION (2ND) �rGe, c s 4 G ROUGH FRAMING& !�I VE:• a 0' PLUMBING �N w r r� INSULATION PER N. Y. STATE ENERGY CODE to l v �PRch FINAL 2r • - Q!� S as ,��v3 43 -a tirn� v ADDIT NAY,COMM TS - 51 Z3 �aA_�k zar Co loo ec q sP t - l01 1 to� 23 1:>cLZ&L e1t c4L(l'c 104- "1 V -! L��° z-3 a r-ks4c.-es a e C _4�__7.41 A� [,-)a rv4- 0 x r� b �ttF tt A d' �a• TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 '�y • �®� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov F Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I� L Ili PERMIT NO. Building Inspector: MAR 0 6 2023 i D; Applications and.forms'must.6e filled out'in'their entirety:tncomptete BUILDING DEPT applications will not be accepted, Where the Apoiicant is not the owner;an T® N Oi=S0UT1-90L® Ovuner's Authoiriiotlbn farm(Page ),shaII be completed. Date: „C�,-�� zvy3 OWNER(S)QFPR©PERTY:,;.._ r Name:Eve & Glenn Koopersmith nn w ._. SCTM#1000-103.00-03.00-018.000 FrojectAddress: 1630 Beebe Drive, Cutchogue _.,.ro_.. .._. _. _. _......_. Phone#: 631-734-8313 Email:glenn.koopersmith@gMail.com Marling Address:_1630 Beebe Drive, Cutchogue _NY 11.935Po CONTAC`r PERSON. Name: Heidtmann & Sons, Inc. Mailing Address: P.O. Box 932, Cutchogue,,,-.NY 11935 Phone#: 631-734-7484 Email:info@gfhbuild.porn DESIGN PROFESSIONAL INFORMATION: Name: Richard__M.-Mato, AIA Mailing Address: P.O Box 2284, Aquebogue, NY 11934 Phone#: 631_-w523-5879 _ �_.__.. __. . Email:rmatoarchitect@gmail.com , 4. F C©NTRACTOR,INFORMATICW:': Name:�Heidtmann & Sons, Mailing Address: P.O. Box 932, Cutchogue,- NY 11935 Phone#:631-734-7484 Email:info@gfhbu-ild.com DESCRIPTION OF PROPOSEb G4NSTRUCTIQN ❑New Structure ®Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $120,000.00 -J Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 =: PR©PERTY41NIFORMATION Existing use of property: Residential Intended use of property: single famil home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ®No IF YES, PROVIDE A COPY. ®Check Box After.Reading:,tha owner/contract6r/design professional is responsible for all drainage and storm water.issues as'provided by r'sChapter 236 of the Town code:APPicA riohl IS FiRcaY IM9�1Ci to the 8uiliting Department far the issuanca'af a auiNding Permit pursuant to the Building Zone. rdlnance of the Tawn,of Southold,Suffolk,County,New Mork.and otfier applicable Laws,.tlydinances or Regulations, canstructlon of buildings; aildltiQns,alteratlons,or far removai of demaiitiaii as t►areln descriiied The applicant agraes#o camplY with all.applicable laws,ordinances,buildlgg code, tiaustng code and regulations and to a'drnit authdrixed lnspectars on premises and in building(s)for necessary impectlnns False stateriients madeUiein are, punishable as a class A misdemeanor pursuant to section 210.as of the New York State Penal Lew.,,, Application Submitted By(print name): ❑Authorized Agent i70wner Signature of Applicant: Date: R.-4d a 3 STATE OF NEW YORK) SS: COUNTY 0F 1 V-- ) �v rviyc --. being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Aw1k, ,20 -L nrvv 4-4X Notary ublic LORMA LAMB , Notary Public,State of New York OWNER AUTHORIZATION #01 LA6179883 = _ Qualified in Suffolk County (Where the applicant is not the owner) Term Expires December 31,20?�:' I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 March P, 2023 Eve& Glenn Koopersmith LiI� lip 1630 Beebe Drive .. Cutchogue,NY 11935 n��i,c i )� Town of Southold T0WN0FS0IJTHdLD 54375 Main Road Southold,NY 11971 Re: 1630 Beebe Drive, Cutchogue,NY To Whom It May Concern: Please allow this letter to be my authorization for HEIDTMANN& SONS, INC. to be the official agent for all aspects of renovation work to be completed at 1630 Beebe Drive, Cutchogue,NY. Thank you Sincerely, Eve & l eA f,00persmith Subscri e an sworn ore me this day of , 2023 Not a ublic LORETTA LAMB Notary Public,State of New York #01 LA6179883 Qualified in Suffolk County Term Expires December 31,202`�, {�'Qg�fFOlkc'rL olt,,; TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 oy • o� ^S Telephone (631) 765-1802 https://www.southoldtownnygov, Floodplain Development Permit Application PROPERTY INFORMATION: Flood Zone: AE-6 FIRM Panel: SCTM# 1000-103-03-018 Address: 1630 Beebe Drive City: Cutchogue Zip: 11935 CONTACT PERSON: Name: Heldtmann & Sons, Inc. Phone#:631-734-7484 Mailing Address: PO BOX 932, Cutchogue, NY 11935 —_ F_ PROJECT DESCRIPTION: Addition t0 Single family residence SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALL THAT APPLY) Type of Structure Type of Structural Activity 8 Residential (1 to 4 families) ❑New structure ❑Residential (more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing ❑Non-residential ❑ Relocation of existing stLD ❑ Elevated ® Addition to existing stru r I�IVH� � 3 ❑ Flood proofed(attach certification) ❑ Alteration to existing st duiLumbUEPT. ❑ Manufactured Home ❑ Other: To wmoFS011mm ❑ 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 my knowledge 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 Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections to verify compliance.Application Submitted By(print name): Heidtman n & Sons, Inc. Signature of Applicant: 4 Date:5/23/23 Glenn Goldsmith,President r4F S0 9 Town Hall Annex A. Nicholas Krupski,Vice President h0� ��� 54375 Route 25 P.O. Box 1179 Eric Sepenoski l Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth PeeplesQ Fax(631) 765-6641 �OUNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD MAY, 2 Z 2023 tful ilvuUtPT LD Permit No.: 10365A 7OWIVOF nim4rbn Date of Receipt of Application: April 18, 2023 Applicant: Glenn Koopersmith & Eve Green Koopersmith SCTM#: 1000-103-3-18 Project Location: 1630 Beebe Drive, Cutchogue Date of Resolution/Issuance: May 17,'2023 Date of Expiration: May 17, 2025 Reviewed by: A. Nicholas Krupski, Vice-President Project Description: Construct a five (5) foot expansion of existing upstairs bathroom and adjacent closet over the existing structure; with replacement of windows. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Richard M. Mato, Architect, dated March 4, 2023, and.stamped approved on May 17, 2023. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, ®� SO Town Hall Annex President ®�� � 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly ® 0 Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2107C Date: November 12, 2023 THIS CERTIFIES that the construction of a five(5)foot expansion of existing upstairs bathroom and adjacent closet over the existing structure;with replacement of windows; At 1630 Beebe Drive Cutchogue Suffolk County Tax Map#1000-103-3-18 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 18,2023 pursuant to which Trustees Administrative Permit#10365A Dated May 17,2023 was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for construction of a five(5)foot expansion of existing upstairs bathroom and adjacent closet over the existing structure;with replacement of windows. The certificate is issued to Glenn Koopersmith&Eve Green Koopersmith owner of the aforesaid property. Authorized Signature l C l5 Q NOV 2 0 2023 l3u�adi tc� �p' ° sent [©V'(;J of e'utF3old UILDING DEPARTMENT Electrical Inspector S�1rFOt �d�. `. SUN 202 TOWN OF SOUTHOLD Town-.Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 -9502 AX (631) 765 Telephone (631) 765-1802 - F V rogerr(cDsoutholdtoWnny.go - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All I,nformation Required) Date: Company Name: �q r::_- Electrician's Name: Is L)4f ZrZI 0- Elec. email: Gg go q( C'::4- Ao L- , C4-nt� License No.: Dff I request an email copy of Certificate of Compliance Elec. Phone No: .S7,,e;j k' --SL1 (=- Elec. Address.: —J JOB SITE INFORMATION (All Information Requir d Name: I 7r I 1 %35 Address: /6 3 z) Cross Street: Phone No.: Bldg.Permit#: /-/C? email: Block: Lot: Tax Map District: 1000 Section: 101 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ;: C MD Y--t�(Z- Squ-are Footage: Circle All That Apply: ElIs job ready for inspection?: YESE] NO Rough In FinalM-111 Do you need a Temp Certificate?: YES NO NO issued On Temp Information: (All information required) Service SizeF-11 PhF-13 Ph Size: A # Meters_ Old Meter# ❑New ServiceR Fire ReconnectMFlood Reconnect FjService Reconnect[ E10-V]Underground I erhead # Underground Laterals 2 H Frame F] Pole Work done on Service? Fly F�N Add-ftibo-61 Information: PAYMENT DUE WITH APPLICATION re- o- 4P ID ate-* 4qf-qO PERMIT 9 Address: Switches Outlets 1 G FI's I Surface Sconces f 6 HH's UC Lts Fans Fridge• HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator lombo Cooktop Transfer aC AH Hood Service Amps Have Usec )pecial: :omments i {oT • noW of �ozzo � �'�s � tom''' 1 "�''•". �y a: '43 ry1 K•/�:. l4 q STONE QRIYE'MA�W/ '�""R` ,�yA �+� 'its `\ u:. '-a `r�, ice.". ••,.-'".."'"..,�.E..1 �5 S 7 �. SEPT. 06; 2022 ur'tlAi wRwy \ \ �:- + DATE:MAY 17.2021 aa.- Survey for: JOB NOi2021—z12 CETIFIED TO, GLENN KOOPERSMITH OL GLENN KOOPERSMITH D b m EVE GREEN KOOPERSMITH ��0� s\ eF344 EVE GREEN KOOPERSMITH STEWART TITLE INSURANCE.COMPANY i ', 576� ef�'I Bp)Ae At. BETHPAGE 7 UNION,ISAOA E ' A. ewe npw :o fg Teresa V 1V Cutchogue Town of prr1. f a� Southold Suffolk County, New York _ S:C.T.M.: 1000-103,00=03.00-01B.000 c7 0 "40' :. ., 0AV10 #50234 SCALE:V 40' NOTES 64 bE i WESTHAMPTON BEACH: MY. 11978 I! 1. AREA= 39,525 S.F. (631);288'0022 2. ■= MONUMENT FOUND; O= PIPE.F.OUND_ 3. REFERENCE"DEED L. 11796 CP 949" """"""D""`"""O"°P fO'"°'T6 ""4. T EO f "TQN OFSECII(w J:°9 OP R+E NEw Y.V STnT: IAW,.GOCrt'u°EYA«.raT REnn:nG 4. ELEVATIONS SHOWN HEREON ARE REFERENCED E"u ' T0.N;A,V."DATUM 1988. E A* <°smEacn i°eE A.Dun w E C-1 5. THIS PARCEL IS.WITHIN FLOOD"ZONES-SHOWN °nEHE°N su ........nE HEREOF— AS DELINEATED ON FIRM BOUNDARY tN:a"ror» D`"�E.SON e.:S rnv my waope s i µnnEE.To Ty1G n.0 cJr�eArrr,pa2RNYE F:u . MAP NO. 36103C0164H.LAST DATED 9/25/09. Au°wcxA,iN..n aTe«°«°fisuru u°n s +E°n ASAb6w1.1:5 6i +t ENtlWC InffiT+1T.tW.IXRPe'FA2gs'a 6, SEPTIC._LOQp710N, _.. PER OTHERS. OWC• 2021—212 NYSI F New York state Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 n A A A A A 263528632 HEIDTMANN&SONS INC PO BOX 932 . CUTCHOGUE NY 11935 NMI 00, SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 1630 BEEBE DRIVE HEIDTMANN&SONS INC TOWN OF SOUTHOLD PO BOX 932 54375 MAIN ROAD CUTCHOGUE NY 11935 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12206 943-9 879517 05/03/2022 TO 05/03/2023 2/24/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2206 943-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GLENN F HEIDTMANN JR,PRES& JEFFREY W HEIDTMANN,VP OF HEIDTMANN&SONS INC (TWO PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. BY CAUSING THIS CERTIFICATE TO BE ISSUED TO THE CERTIFICATE HOLDER, THE POLICYHOLDER UNDERTAKES TO PROVIDE THE CERTIFICATE HOLDER 30 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:990241432 ACC)RO® CERTIFICATE OF LIABILITY INSURANCE DATE 2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Christine Schuller NAME: AssuredPartners Northeast,LLC. PHONE (631)465 4000 F A/C No Ezt: AIC No): 100 Baylis Road E-MAIL chris.schuller@assuredpartners.com ADDRESS: Suite 300 INSURER(S)AFFORDING COVERAGE NAIC q Melville NY 11747 INSURERA: Mesa Underwriters Specialty Insurance Co. 36838 INSURED INSURER B: State Insurance Fund-NY Heidtmann&Sons,Inc. INSURER c: Standard Security Life Ins.Co. P.O.Box 932 INSURER D INSURER E: Cutchogue NY 11935 INSURERF: COVERAGES CERTIFICATE NUMBER: "23-24` REVISION NUMBER: THIS IS TO CERTIFYTHATTHE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IN SO WVD POLICY NUMBER MM/DDIYYYY MM/DD LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMA CLAIMS-MADE �OCCUR PREM S occurm ES Ea nee $ 100,000 Contractual Liability MED EXP(Any one person) $ 5,000 A MP0082001005780 02/26/2023 02/26/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY Eg JECT PRO ❑ 2,000,000 LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION X STATUTE EO RA AND EMPLOYERS'LIABILITY y I N 1 O0,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ B OFFICER/MEMBER EXCLUDED? �Y NIA 12206 943-9 05/03/2022 05i0312023 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ NYS Disability C 64522-00 01/01/2023 01/01/2024 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) The following are included as additional insured if required by written contract subject to the terms and conditions of the stated policies:Town of Southold; Glenn&Eve Koopersmith,1630 Beebe Drive,Cutchogue,NY 11935. General Liability coverage applies on a primary&non-contributory basis with a Waiver of Subrogation in favor of additional insureds. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Road AUTHORIZED REPRESENTATIVE Southold NY 11971 / ©1988-2015(A/C�ORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD RECEIPT SUFFOLK COUNTY GOVERNMENT DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS COMMISSIONER ROSALIE DRAGO P.O. BOX 6100, HAUPPAUGE, NY 11788 (631)853-4600 Today Date: 09/29/2021 --- ---------------- ---- Application: ----- Application Type: Home Improvement License Receipt No. 432872 Payment Method Ref. Number Amount Paid Payment Date Cashier ID Comments Check 5133 $400.00 09/29/2021 LSALVAG RENEWAL ------------------------------------------------------------------------------------------------------------------- Total: $400.00 Contact Info: HEIDTMANN &SONS INC JEFFREY W HEIDTMANN PO BOX 932 7576 COX LANE CUTCHOGUE, NY 11935 Work Description: Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name JEFFREY W HEIDTMANN Business Name This certifies that the nearer is duly licensed HEIDTMANN&SONS INC :)y the County of suffolk License Number: H-46752 Rosalie Drago Issued: 10/15/2009 Commissioner Expires: 10/01/2023 Generated by REScheck-Web Software Compliance Certificate Project Koopersmith Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-fancily Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1630 Bebe Drive Glenn&Eve Koopersmith Richard Mato Cutchogue,NY 11935 1630 Richard M. Mato,A.I.A Cutchogue, NY 11935 P.O.Box 2284 Aquebogue,NY 11931 631-523-5879 rmatoarchitect@gmail.com a e e VA 0-ade-off; Compliance: 9.5%Bettor Than Code Maximum UA: 42 Your UA: 311 Maximum SHGC: 0.40 Your SHGC: 0.34 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Stab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope AssemG.ros,s Area, blies P'r(Xp4 Req. prop ,Rect- Assemb,ly Perimeter Ceiling 2:Flat Ceiling or Scissor Truss 126 30.0 0.0 0.035 0.026 4 3 Wall 1:Wood Frame, 16"o.c. 416 21.0 0.0 0.057 0.060 22 23 Window 2:Wood Frame:Double Pane with Lowy-E 30 0.270 0.320 8 10 SHGC:0.34 Floor 1:All-Wood Joist/Truss:Over Unconditioned 126 30.0 0.0 0,033 0.047 4 6 Space Compliance Statement: The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 20181ECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the QjEScheck Inspection Checklist. N me-Title A c k rC C—T, Signature Date Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 1 of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0,0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sec tidrr :. Plans iJefieel " ;Pleld Verified . 4# rare-Inspection/Plan Rtevlew c6thplibsa•• commeetik /Assufilstlon5 Value Value 103.1, ;Construction drawings and ;❑Complies 103.2 documentation demonstrate .." I❑Does Not [PR1]1 energy code compliance for the I . building envelope.Thermal ❑Not Observable ; envelope represented on ", UNot Applicable construction documents. t _ 103.1, 'Construction drawings and f i❑Complies 103.2, =documentation demonstrate ElDoes Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems. ;❑Not Observable Systems serving multiple ; ❑Not Applicable dwelling units must demonstrate compliance with the IECC .Commercial Provisions. ; $ 302.1, ' Heating and cooling equipment Is; Heating: Heating: '❑Complies 403,7 #sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2 • Ion loads calculated per ACCA Cooling: Cooling: xt {Manual J or other methods ; Btu/hr Btu/hr ❑Not Observable `approved by the code official. ❑Not Applicable Additional Comments/Assumptions: �11 High Impact(Tier 1) Medium Impact(Tier 2) _^ 3, Low Impact(Tier 3)�� Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 2 of 9 ct arr". •? Fou ' Ion inspection.' complies? '?., Grdments%As utn tuns _ � 303.2r1, {A protective covering is installed to .❑complies [FO1112, 1 protect exposed exterior Insulation :❑Does Not jand extends a minimum of 6 in.below = .'grade. ;❑Not Observable; :[]Not Applicable a43:9` $Snow-and ice-melting system controls;[]Complies [F012f, „ilnstalled. ;❑Does Not ,❑Not Observable :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2- Medium Impact(Tier. 2) 3; Low Impact(Ter 3) Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 3 of 9 ",sec: tiot+ Piaras tsaerified ' Field:@9erifieot —. Frarrsing'/'Rough-fin#rispeetioei ., Complies?' Comments/Assurnotidns Reg.11O Value !laiu® 402.1.1, ;Glazing U-factor(area-weighted U- U- :❑Complies :See the Envelope Assemblies 402.3.1, ;average). :❑Does Not table for values. 402.3.3, 402.5 ;❑Not Observable [FR2]1 ❑Not Applicable ` 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance i ' : PDoes Not iwith the NFRC test procedure or ❑Not Observable ;taken from the default table. ' hot Applicable 402.4.1.1 lAir barrier and thermal barrier ❑Complies [FR23]1 'installed per manufacturer's $ �❑Does Not instructions. ❑Not Observable i❑Not Applicable 402.4.3 ;Fenestration that is not site built { � JOComplies [FR2011 !is listed and labeled as meeting 1,. j❑Does Not :AAMA/WDMA/CSA 10111.S.2/A440 j' +❑Not Observable or has infiltration rates per NFRC , t 400 that do not exceed code E ;❑Not Applicable 'limits. ; 402.4.5 1IC-rated recessed lighting fixtures []Complies [FR1612 sealed at housing/interior finish i []Does Not and labeled to indicate s2.0 cfm #leakage at 75 Pa. s ;[]Not Observable i❑Not Applicable 403.3.1 ;Supply•and return ducts in attics # ,❑Complies [FR12]1 :insulated>=R-8 where duct is i. ;❑Does Not :>=3 inches in diameter and>® F❑Not Observable ; R-6 where<3 Inches.Supply and Applicable ilc 1 return ducts in other portions of ¢ pp able :the building insulated >=R-6 for ? ;diameter>=3 Inches and R-4.2 for<3 inches in diameter. 1 i 403.3.2 :Ducts,air handlers and filter i. .._ ry__ _•_._. 'OComplies [FR13]1 'boxes are sealed with i i❑Does Not joints/seams compliant with I International Mechanical Code or ,[]Not Observable ; International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as 10Complies [FR1513ducts or plenums. S ;❑Does Not ❑Not Observable 1ONot Applicable _ 403.4 }HVAC piping conveying fluids R- R- ;❑Complies [1711171i above 105 QF or chilled fluids '❑Does Not below 55 OF are insulated to eR- ❑Not Observable ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC ",;❑Complies [FR24]1 :piping. ❑Does Not i k❑Not Observable . i❑Not Applicable 403:5.3 ' 1 Hot water pipes are insulated to R- R- ❑Complies [FRI8F? - zR-3. []Does Not �?. .' .•• .t ❑Not Observable _ ❑Not Applicable 403.6 ;Automatic or gravity dampers are i •❑Complies [FR191? !i1.nstalled on all outdoor air ❑Does Not l intakes and exhausts. 1 ❑Not Observable ❑Not Applicable 1 High Impact{Tier 1) 2 Medium Impact(Tier 2) �Impact(Tier 3) Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 2) W Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 5 of 9 Plans lferaf,ed kdld Ve i[fi�ds :• Insulation 16spsctiign' ptt�s7 CoanM nts/Asaaeola stuns. i(a Req.9R7► . ..„ 303.1 All installed insulation is labeled ;❑Complies [IN13)2 s or the Installed R-values '❑Does Not . i provided. ;❑Not Observable # []Not Applicable ` 402.1.1, 'Floor insulation R-value. R- R- ❑Complies Seethe Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ,❑Does Not ;table for values. [INl]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation Installed per ❑Complies 402.2.8 'manufacturer's instructions and i i❑Does Not [IN2)1 ;in substantial contact with the I 4 �❑Not Observable underside of the subfloor,or floor ; ;framing cavity Insulation is In ❑Not Applicable contact with the top side of ;sheathing,or continuous ;insulation is installed on the 'underside of floor framing and . ;extends from the bottom to the top of all perimeter floor framing s ; members. _ 402.1.1, ;Wail Insulation R-value.If this Is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least%of the ❑ Wood ❑ Wood ;❑Does Not ;table for values. 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass :[]Not Observable [IN3)1 ;exterior.the exterior Insulation requirement applies(FR10). ;❑ Steel i❑ Steel ;❑Not Applicable 303.2 ,Wall insulation is installed per ❑Compiles [IN4)1 manufacturer's instructions. T❑Does Not ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) „J'Y[Medlum Impact(Tier 2) 3• Low Impact(Tier 3) �{ Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 6 of 9 w kh,ns V&vafled F6e1p1 Ve�6fie ' Inspection Provisions C®errplies?' . ; Cdrnr ,tints&4spumlOtlons:_ &.lRe m!I?+ vpalue Value 402.1.1, :Ceiling insulation R-value. R- R- ;❑Complies :See the Envelope Assemblies 402.2. , 402,2.2, ,❑; ;❑ Wood ❑ Wood Does Not :table for values. 402.2.E ❑ Steel ❑ Steel UNot Observable ; [Fill' ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per T °❑Complies T 303.2 ;manufacturer's instructions. ~, 113Does Not [FI21' ;Blown Insulation marked every 1300 ftz. ;❑Not Observable ,,[]Not Applicable 402.2.3.. !Vented attics with air permeable ;❑Complies [F12212` I insulation include baffle adjacent ! I❑Does Not to soffit and eave vents that E ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- :UComplies [FI31' .insulation aR-value of the :ODoes Not ;adjacent assembly. ;❑Not Observable _ UNot Applicable 402.4.1.2 'Blower door test @ 50 Pa.<=5 ACH 50= ACH 50=_ UComplies [FI171' ach in Climate Zones 1-2,and TlDoes Not <=3 ach in Climate Zones 3-8. ;❑Not Observable _ UNot Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 DComplies [F1271' :determine air leakage with ft� ft2 -❑Does Not either: Rough-in test:Total leakage measured with a :0Not Observable pressure differential of 0.1 inch :❑Not Applicable y w.g,across the system including ,the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 Inch w.g.across the entire system including the manufacturer's air ;handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F141' cfm/100 ft2 across the system or ; ft2 ft:ODoes Not <=3 cfm/100 f:2 without air :[]Not Observable handler @ 25 Pa.For rough-in ;tests,verification may need to UNot Applicable ; occur during Framing Inspection. 403.3.2, iA1 r handler leakage designated n 11Complies— [F1241' :by manufacturer at<=2%of ❑Does Not design air flow. UNot Observable +❑Not Applicable 463.1.1'. '1 Programmable thermostats _ }❑Complies [F1912 !Installed for control of primary ;,❑Does Not heating and cooling systems and I initially set by manufacturer to ❑Not Observable Icode specifications, s i❑Not Applicable 403:1.2 vtl;Heat pump thermostat installed ?. �• ,❑Complies [F11012 ion heat pumps. ! %❑Does Not ► ❑Not Observable 11Not Applicable 403.5.1 !Circulating service hot water ! , ❑Complies [Flllf: ,, ';systems have automatic or ❑Does Not j accessible manual controls. s ❑Not Observable I ❑Not Applicable 1 High Impact(Tier 1) _ Medium Impact_(Tier 2) -`. _3 Low Impact(Tier 3) Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 7 of 9 + - l ;'Sectiotl: " E➢aial€�a�p e#➢�+»'Prdv€s➢a a ,COM lies?" t Pl nussifead d.` ',F€�➢d lfM ei(Fled P orna» ieWAs 1p�ias�s•' tie 'IDg. •" ••Y8a€��'"~^ -�6at�ti .. .,r - - -- 403.6.1 ;All mechanical ventilation system UComplies [F12512' ;fans not part of tested and listed ❑Does Not •.'I HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable _ i R403.6.1. ;❑Not Applicable 403.2" . ";Hot water boilers supplying heat 2❑Complies [FI2612, through one-or two-pipe heating ❑Does Not !systems have outdoor setback ?. control to lower boiler water >❑Not Observable temperature based on outdoor . ° ❑Not Applicable ; temperature. 403.5.1.1 Heated water circulation systems; ,❑Complies [F1281x. #have a circulation pump.The f 'j❑Does Not system return pipe is a dedicated E. return pipe or a cold water supply;.'.; 2❑Not Observable pipe.Gravity and thermos- :❑Not Applicable) I1'syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal ;for hot water demand within the 4 {occupancy.Controls ; automatically turn off the pump when water is in circulation loop Is at set-point temperature and 1'. no demand for hot water exists. 403.15.1.2 Electric heat trace systems ;❑Complies [112912 :�comply with IEEE 515.1 or UL []Does Not 515.Controls automatically ❑Not Observable adjust the energy input to the i❑Not Applicable heat tracing to maintain the desired water temperature in the ` i piping. 403.5.2 Demand recircuiation water .;❑Complies [F13012 Jsystems have controls that � '❑Does Not manage operation of the pump i 3 and limit the temperature of the 2�❑Not Observable water entering the cold water ?❑Not Applicable piping to<=104QF. 403.5.4 ;Drain water heat recovery units } ,❑Complies [F13111 ;tested in accordance with CSA ! ;❑Does Not B55.1.Potable water-side ipressure loss of drain water heat , ;❑Not Observable recovery units<3 psi for ;❑Not Applicable Individual units connected to one E a I or two showers.Potable water- t aside pressure loss of drain water i heat recovery units<2 psi for �,J individual units connected to [ s Ethree or more showers. ; 404.1 ;90%or more of permanent p ]Complies [FI611 fixtures have high efficacy lamps.: ❑Does Not .,[]Not Observable _UNot Applicable 404.1.L 'I Fuel gas lighting systems have ; :❑Complies w [F123]3, tno continuous pilot light. i® ( Does Not t =. s ❑Not Observable 'ONot Applicable 4013 '!Compliance certificate posted. ' ❑Complies [FI71Z ! ❑Does Not ❑Not Observable . ! i .❑Not Applicable �1 High Impact Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 8 of 9 ka'ns'1% 3f) d ='Field Yan ied Final inspectwa.Provisions.;, .0 ipOies?" onomer� d teetigi tioa�s ; Ualie" Value 303.3 1 Manufacturer manuals for ioComplies [FI1813,.. "i mechanical and water heating : #❑Does Not i systems have been provided. i TINot Observable 1 'j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2". Medium impact(Tier 2) '3 1 Low Impact(Tier 3) i Project Title: Koopersmith Residence Report date: 03/31/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R,-Va'lue Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass D.• i Window 0.27 0.34 Door Cooling:Heating & Heating System: Cooling System: Water Heater. Name: Date: Comments GENERAL CONSTRUCTION NOTES= GENERAL FRAMING NrTES= MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR EXTERIOR STAIR NOTES, 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1, ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS ANr -•�_RDER5 AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF •/," FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR, ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR #2 (NOR't 4) WITH AN E- 1,600,000 PSI AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH Raft, R301.3, R301,4, R301,5 THE 2020 RESIDENTIAL CODE ` ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF S." FOR WOOD OF NEW YORK STATE. ALL R15ERS ARE CLOSE UNLESS NOTED OTHERWISE. 2. ALL STRESS ADEGRADE-ND tl R MATERIAL AND PLYWOOD SHEATHING BUILDING DEPARTMENT NOTES : AND SPECIFICATIONS WHETHER OR NOT INDICATED. SHALL BE GRADED AND r'IARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314,3. d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 75/" 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND B. ALL MANUFACTURED FR,,MING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0", GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND 6P[ ';FICATIONS, ALL MANUFACTURED FRAMING MATERIALS a. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - t0" FOREST AND PAPER ASSOCIATION (AFtAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED 1N. ISTRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I,S.C. MINIMUM NOSING PROJECTION - 3/4" MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUli:ELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - IY�" CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS -• q/I6" 3, ALL CONTRACTORS SHALL BE LICENSED AND IN5JRED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES= 4, ALL PLYWOOD SHALL BL EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST A, ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH O THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES,AND THE SOIL OR CONCRETE. GENERAL HANDRAIL AND GUARD t�IOTEs= AND PAPER ASSOCIATION (AF 8L PA) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD ''�� REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED " MANUAL FOR ONE AND TWO - FAMILY DWELLINGS AT WALLS A5 PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. f, ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND T VERTICAL SURFACES. GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, C'^7 "`� r- O S. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 5 C-4 V HT AND HERE SIDES OF ROOF MEET A VERTICAL SURFACE ALL. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS W . HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R31t, R312 AND R301,5 N W NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS DESIGN CRITERIA: DOUBLE FLOOR JOIST UN'_.'ER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASH " TIAL CODE OF NEW YORK E.FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4 FROM THE ROOF THE 2020 RESIDENRK STATE. Q HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL V r^C) CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE, FLASH ALL ROOFS AS PER MANUFACTURERS G � Z C40 SPECIFICATIONS. W LIVE LOAD 40 PSF: IL 2, PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING � � �QU 6. PROVIDE SOLID BLOCKING OR IX3 GROSS BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: 6, ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER 15 LESS, 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS, PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" _�_5r `_ �+ ROOF SNOW LOAD 25 PSF: -111] �•.� a IN THE DRAWINGS, VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLE55 NOTED a, s• W BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 7 PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND THEIR TRIM. OTHERWISE, WIND LOAD 130 MPH �" F-i F_ 7. THE CONTRACTOR SHALL BE RESPON5IBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS S. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR u CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES, -----W WORK. SQUARE FOOTAGES: Q p 8. PROVIDE SOLID BLOCKING• TO FOUNDATION AND GIRDERS UNDER ALL I, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, S. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY CONCENTRATED LOADS AS REQUIRED. GENERAL WALL HOARD NOTES= RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, a, ONE IN EACH SLEEPING ROOM. �..G.� HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I, PROVIDE h•" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE NEW SECOND FLOOR 126 S.F. q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS, q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT e, ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD S+IALL RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE GOATS OF SPACKLE. BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. U N MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL ANCHORAGE AS PER DETAILS, ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE �" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANI7 F..D. PROVIDE APPROVED METAL CONNECTORS FOR ALL OTHERWISE, ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. �..+ Q kn FLUSH FRAMING CONNECT;ONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS 3, PROVIDE ONE LAYER OF APPROVED 6/8" FIRE RATED GYPSUM WALL BOARD �� a SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE II. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, ti, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLING5. 5. PROVIDE ONE LAYER OF 6/8" APPROVED FIRE RATED GYPSUM WALL BOARD 3• ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND -IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72, CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS. • • ACTS OF ERROR OR OMISSION 8Y THE CONTRACTOR OR ANY OF THE rT� A SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS W OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13, ALL DECK JOISTS SHALL BE ACQ AT 16" O.C. AS PER PLAN. GENERAL GARAGE NOTES= DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; r THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED, V GENERAL EXCAVATION C SACK FILLING NOTES= 14, CATHEDRAL ROOF TYPICAL-CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH st30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 5% HOUR FIRE RATED S. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM 1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR. SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE GLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION, WITH THREE COATS. PROVIDE A MINIMUM OF 1" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. O ram{1 UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING ^W AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION 4 HEATING NOTES, CAPACITY OF TWO TONS PER SQUARE FOOT, IT 15 THE SOLE RESPONSIBILITY OF a, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER V 1 THE CONTRACTOR TO VERIFY THE ACTUAL 501L BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. ENERGY NOTESc ZONING CLASSIFICATION ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LE55 THAN 8% OF THE FLOOR AREA OF 5UCW ROOMS. NATURAL 1, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF ZONE-R40 NEW PORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START VENTILATION SHALL BE THROUGH WINDOWS DOORS LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN a. PROVIDE SIDING AS TIER ELEVATIONS OVER 60 MIN. � � WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE '0' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF AND ONE HALF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE. PLAN, 5/8" GYPSUM HALL BOARD TAPE AND SPACKLE THREE GOATS. RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND b. EXTERIOR WALLS- Nlr'T'CHING AND BORING SPECIAL SYSTEM° SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING 1, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS, OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH, 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE It, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE �I�I REQUIRED HEIGHT. GENERAL GLAZING NOTES= SOLE RE5POSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/6? TO THE EDGE OF THE :'.TUD. BORED HOLES SHALL NOT EXCEED 60X OF THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS E S. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION 1. ALL EXTERIOR GLAZED OPENINGS 1N THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MIS51LE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES LIST OF DRAWINGS PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III, NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CRO55 SECTION HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST 2 ASTM E TIA AND OF ASTM E YORK AND RUNNELS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER, r CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. c. PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED r� ~ OTHERWISE. BY EXCEPTION TO R301,2,1,2. 4. THE ARCHITECT5 CERTIFIES THAT TO THE BEST OF 1415 KNOWLEDGE, BELIEF A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16' O.C. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE 6JUBMITTED "RE5CHEGK" DOCUMENTS MEET SHEET Al GENERAL NOTES MINIMUM OF V-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE 1N COMPLIANCE WITH THE 2016 a. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE, O 5, REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SHEET A2 I ST & 2ND FLOOR PLANS I"-•� FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE f. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g• FOR UPSET HEADER5 AS PER PLAN, TECO ALL CEILING J015T OR FLOOR JOIST ON SHEET A3 ELEVATIONS/SECTION GENERAL EMERGENCY ESCAPE * RESCUE NOTESr GENERAL SWIMMING POOL, HOT TUS 4 SPA BARRIER NOTES, BOTH SIDES OF THE HEADER. I r 1 EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL GENERAL CONCRETE NOTES= h, LINTEL5 SHALL NOT BE LESS THANs BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER SHEET A4 CODE PAGE W I. THREE 2xIO'S FOR SPANS UP TO 7'-0" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE IT. THREE 2x12'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH 1, BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE 2. THE CODE REQUIRES, THE LOCAL CONTRACTOR OR BUILDING INSPECTOR, SOIL DE51GN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TOs 2, CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM J. MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL o. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET 3. THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I. (t)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24", NOTED ON THE PLANS (MIN. OF 3000 PSI) WITIH REBAR AS SHOWN 1N CROSS I1.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20" SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECH" PLYWOOD SUB-FLOOR TYPICAL. 3, PLANS WITH u5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR WALL CRO55 SECTION. 1. FOR LEDGER BOARDS USE ONE 51ZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET, TO WALL WITH Yz"V DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL 4 4, (2)-2x6 ACQ SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER EOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FIN15H SILL 5, %"0 DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE m. PROVIDE GIRDER PER PLAN ON 3Y O DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE OF 33' O.C., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE, 6, PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES, 7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON WATERPROOFING BY RUB-R-WALL OR EQUAL. QP � ,L �If 6. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON BOARD (fir®V` @�.J` e UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY. BOARD lgJ�i .I RUOSTEES q, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL TOWN O( SOUTHOLD HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST. EXCEPT PORCHES, CARPORT 5LA55 AND STEPS EXPOSED TO THE WEATHER AND /� GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION DATE 17, 202- STRENGTH OF 3,500 P51 AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL No.t Date I Title AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE REVISIONS: CONCRETE VOLUME. 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By: 11, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST AG 318 AND ASTM C1157 REQUIREMENTS. �. Date: 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL .� N 314123 CONFORMING TO THE LATEST ASTM A-615 GRADE 60. 13. Drawing No.: CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED , WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK !N i APR 8 tlw STATE LICENSED ENGINEER. 14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) HORIZONTAL. (.r� r 3 a A OF 4 SHEETS - - - - - -- - - - - - - - - - - - - - - - - - --- - - - - - - - - i I I - I I I I I I I I I I I I I I I H U o I I � � a ta' 4y2�� I - - - - - - - - - - - - - - I Q 0 o CCc I EXISTING ROOF I I I r l I ,� - - - - �- r - - I N I ( I I u � N I I STORAGE ( ( I I ,...., a ° _ I I 2`x66 u \ / � 3Y2u CEXISTING tu ROOF I SHWR. I EXISTING I T1 o I I I MASTER BEDROOM -- 2111 DGE /ILIA Te4.1I _ / • / I ~ o — — — — . IV. (V 2"xl0" R.R. X '� I I 2'x6• I - n L ..,. i ai I EXIST, EXIST. I �� Q R I .R. R.R. I POST TO FND. I I � I I I I = ► I A I I LEGENDI IL I11 � I I I II I I I Z EXISTING WALL O �If4-a - - - - - - - - -�- - - - - - PROPOSED L^4ALL to'-3y4" 6'-toyg° EX IST. ROOF DECK N C = _ _ _ WALL TO BE REMOVED Eil V I I ® U i I LINE OF NEW N SECOND FLOOR—� EXIST. LI\�INGIr ADDITION I 3 ROOM ( OO NOTE: I � H VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF Di5CREPANCIE5. 2"xl0" F.J. EXIST. ( I J 2 xi0 EXIST,F.J. 5 I OO NOT RESPONIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. �IV16" O.C. i Cep 16" O.C. T7 m I POST TO FND. I SECOND FLOOR PLAN I v momml I I SCALE= I 2"xIO" F.J p 2ND FLOOR ADDITION= 126 S.F. I . z I QD 16" O.G. I � I BOLTED CONN. L I - - - L.V.L. PLUSHY DR. J r — 6 I I I LINE OF EXIST SECOND FLOOR I I L - - - - - - - - - - - - -� No. Date 11 Title REVISIONS: Drawn By: RMM Date: NOTE= 3i4i23 VERIFY ALL EXISTINGDrawing No.: PRIOR TO CONSTRUCTION, NOTIFY ARCHITECT OF DISCREPANCIES. ? -`+' g NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. If I;t �' If OR 8 2v23 F I RST FLOOR FLAN I --- SCALE: ya"sI'-o" - � Q OF 4 SHEETS ADDITION EXISTING TYPICAL ROOFING ASPHALT ROOFING O TO MATCH EXISTING HOUSE 0 EXISTING ROOF M U VALLEY FLASHING (TYP) LINE OF EXISTING O C7 Cr=XISTING ROOF � C5 r r ROMOVE EXISTING I a GABLE �� 00 li LIILJ� NON X N W O Jill :A . � W O V1 u O � ADDITION 1 REAR ELEVATION 1�1 SST Q � � Q S -i�_ " 2"x 12" RIDGE CAL E y4" O n FALSE RIDGE TYPICAL SIDING51D NG 2"x10" R.R. 12 I TO MATGI-I EXISTING HOUSE @16" O.G, MATCH EX. (2)-I3/4"xil'7/e" VALLEY RAFTER '40K- 2"x8" C.J. @16" O.G. _T.O.P. \ 5LI D FLA5 t MATCH EX. \ TYP V (3)-2"x10" HDR. MASTER U SATE-1 a W C) VERIFY ALL CONDITIONS FIN. 2ND. FLR. MATCH EX. — T.O.P. _ (2)—F.J. EXIST. MATCH EX. ABLE EXIST. 2 xi0 F.J. GABLE - (3)-19/a"x�l%z" L.V.L. FLU51-4 HDR. a EXISTING LIVING iLj Root FIN. IST. FLR. EXIST. F.J. (VERIFY) EXIST. D.J. (VERIFY) i EXISTING BASEMENT EX. GRADE No. Date 11 Title REVISIONS: Drawn By: RIGHT ELEVATION (NORTH ) SCALE, k4"-I'-0" Date: 3/4/23 Drawing No.: SCALE: % APR 8 ^2 7l: d Q OF SHEETS NAILING SCHEDULE MINIMUM ROOF LIVE LOADS STRONG TIE" LS INSTALL " L5TA N FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B RIDGE TENSION STRAP f6" O.G. WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS ON POUNDS—FORCE PER SOUARE FOOT OF HORIZONTAL PROJECTION) BY SIP'iPSON STRONG TIE TIES @ EA. END FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION 1 1/4" X 16" 20 GAUGE WITH OF HDR. (4) SD COMI"ION NAILS EACH SIDE TRIBUTARY LOADED N FAREA IN SQUARE FEET Q JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FOR ANY STRUCTURAL MEMBER 00 o RAFTER FRAMING '�. HEADER AS NOTED � 10 00 _ Y Rafter to Top Plate (Tce ROOF SLOPE O TO 201 TO OVER -nailed) 200 60o boo o ROOF RAFTER 4D i611 O.C. DOOR OR WINDOW U Q Wall height 8 Ft. 3-8d?# ?$ per rafter O AS NOTED 71 Wali height q - 10 Ft. 4-5d?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT Ceiling Joist to Top Plate (Toe-nailed) (1`3) 20 16 16 000 Wail height 8 ft. 3-5d?# ?$ per Joist RISE 4 INCHES PER FOOT (113) TO LESS Wall height 9 - 10 Ft. 4-bd?# ?$ per Joist THAN 12 INCHES PER FOOT (111) 16 14 14 ROOF RIDGE Ceiling Joist to Parallel Rafter (Face-noiled) 2 oaf p� 8 6 f t.3 RISE 12 INCHES PER FOOT (111) AND GREATER L12 12 12 O 4— 31I2 Roof Slope @ 16" o.c, 5 1-f6d 8-I6d 11-i6d 14-I6d 4112 Roof Slope @ 16' o.c. 4-I6d 6-I6d 6-I6d 11-166 each lap �1 5112 Roof Slope @ 16' o.c. 3-I6d 5-I6d 7-I6d 9-16d each lap Q 7:12 Roof Slope @ 16' O.c. 3-16d 4-16d 5-16d -I6d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS !� R I DG E STRAP 2,12 Roof Slope @ I6" O.C. 3-16d 3-16d 4-I6d 5-I6d U 112 Roof Slope @ I(V ox,c. 3-I6d 3-I6d 3-I6d 4-I6d !IN F'OUND:S PER SOVARE FOOT)l A N.T.S. Ceiling Joist Laps over Partitions (Face-noiled) Roof Span (ft.) f� 12 20 28 36 USE LIVE LOAD O TYPICAL D ETA I L 0) 3:12 Roof Slope @ 16' o.c. 5-I6d 8-16d 11-16d 14-I6d E� 4:12 Roof Slope @ No' o.c. 4-I6d 6-I6d 8-I6d 11-I6d each 1 EXTERIOR BALCONIES 60 EXTERIOR �•-IEADERS `� °p DECKS " 502 Roof Slope @ 16' o.c. 3-I6d 5-I6d 7-I6d 9-16d each lap i N.T.S. 7:12 Roof Slope @ 16" O.C. 3-16d 4-I6d 5-16d 6-I6d q:12 Roof Slope @ 16' o.c. 3-16d 3-ied 4-I6d 5-I6d ATTICS WITHOUT STORAGE 40 10 ROOF RAFTER 12:12 Roof Slope @ 16° o,c. 3-I6d 3-I6d 3-16d 4-I6d ATTICS WITH STORAGE 20 Imo'"l ROOMS OTHER THAN SLEEPING ROOMS 040 O Collar Tie to Rafter (Face-nailed) 6-8d per tie Blocking to Rafter (Toe-nailed) 2-8d each end SLEEPING ROOMS 3o L� Rim Board to Rafter (End-noiled) 2-I6d each end WALL FRAMING a Top Plate to Top Plate (Face-nailed) 2-I6d?! per foot Top Plates at Intersections (Face-nailed) 4-16d joints - each side TABLE R$01.2(I) I"�"I N TOP PLATE 1��tt Stud to Stud (Face-nailed) 2-16d 24" o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA Header to Header (Face-nailed) I6d 16' o.c, along edges WIND DESIGN � GROUND SEISMIC SUBJECT TO DAMAGE FROM � � SIMPSON H-gyp Top or Bottom Plate to Stud End-nailed 2-i6d SNOW SPEED TOPOGRAPHI SPECIAL WIND WIND-BORNE DESIGN U M CLIPS CO) ( ) per 2x4 stud LOAD (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING F DEPTH E TERMITES DECAY Q in II 3-lbd per 2xb stud C 4-16d per 2x8 stud 25 P5F 130+ NO NO I S SEVERE 3'-O" MODERATE SLIGHT TO MPH TO HEAVY MODERATE � Bottom Plate or Floor joist, Band joist, o, SIMPSON STRONG TIE MTS12 Endjoist or Blocking (Face-nciled) 2-I6d ?! ?@ per foot I I/4" X 16 GAUGE STRAP W/ (4) 8d COMMON NAILS ((5) 8d FLOOR FRAMING COMMON NAILS IN GARAGE) INTO Joist to Sill To Plate or Girder Toe-nailed 4-8d THE ROOF RAFTER 4 (4) Sd p ( ) per Joist COMMON NAILS ((5) 8d COMMON Bridging to Joist (Toe-nailed) 2-8d each end NAILS IN GARAGE) INTO THE WALL Blocking to Joist (Toe-nailed) 2-8d each end STUD. CANTILEVER Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block • • GLAZING PROTECTION FROM WIND—BORNE DEBRIS Ledger Strip to Beam (Face Waited) 3-I6d each joist Joist on Ledger to Beam (Toe-nailed) 3-8d per joist u U SIMPSON H-2 Band Joist to Joist (End-nailed) 3-I6d per joist NOTE& PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF •� I'� CLIPS CaD I611 O.C. Bond Joist to Sill or Top PLote (Toe-roiled) 2-I6d?l per foot �ifi" AND A MAXIMUM SPAN OF C'-O" FOR EVERY WINDOW. PANELS rS2 i'�'1T.71.G DETAI L SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE N.T.S. Structural Panels 13d 6" EDGE/ b" FIELD SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. 1 Diagonal Board Sheathing D E —TA I L I"x6" or !"x8" 2-8d each end FASTENER TYPE FASTENER SPACING I'xlO" or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN rT /( N . T , cJ- CEILING SHEATHING 2Yz" a6 WD. SCREWS 16" G-i- V 1 Gypsum Wa!!boa-d 5d coolers 7" edge / 10" field 12" q" WALL SHEATHING 2!y" Ste WD• SCREWS 12" ° INSTALL "SIMPSON STRONG-TIE" Structural Panels see Simplified Woll Sheathing Pressure t NailingO V SECURE STRAPS Id O.G. Fiberboard Panels za es this page.) l o SECURE WITH 26- IOd NAILS 7/16" 8d 3" edge / 6' field ° 25/32" 8d 3' edge / 6' field 'o FIBBIBBIBBI ° Gypsum Wollboord - " ■ FASTENERS AS NOTED L�-1 'o 5d cooler 7 edge / 10 field IN SCHEDULE ABOVE Hardboa-d $d ) (see SimpliFied Wall Particleboard Panels 8d j Sheathing re sure t Nailing ZonesPage.) WINDOW PLYWOOD AS NOTED D!ogonal Board 5heathing GLASS 2"X4" BRACE i LARGER SPANS i"xb' or I'x8" 2-8d per support 1"x10" or wider 3-8d per support �I FLOOR SHEATHING SIMPLIFIED WALL SHEATHING s�`DOW PRESSURE 4 NAILING ZONES 5tructurot Panels I' or less 8d 6" edge / 12" Field greater than I" IOd 6" edge / 6' field 4[- Z Diagonal Board Sheathing 4 NO or INN' 2-8d per support ^ Q I0xl0" or Wider 3-8d per support PLYWOOD STORM PANEL r� ��••'' �o "SHUTTER" DETAIL V 1?! Nailing regVirments are based on wall sheathing nailed 6" on-center at the pale! edge. If wail sheathin U (n is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing regyirments for o structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to o maintain the toad path. O O ' I O is continuous over connected members, the tabulated number of nails shall be '0 I permitted to be reduced to 1-I6d nail per foot. ?@ When wall sheathing •o I W o a NOTE: THIS SET OF PLANS HAS BEEN DESIGNED iN ACCORDANCE WITH THE AM'ERICAN o Fi O I t'J I FOREST AND PAPER ASSOCIATION (AF f PA) WOOD FRAME CONSTRUCTION MANUAL V FOR ONE AND TWO FAMILY DWELLINGS, igg5 SSC HIGH WIND EDITION, SECTION 2. Ke�_�SMSTA36 DETAIL W N.T.S. WALL SHEATHING NAILING SCHEDULE 3" V.T.R. ROOF I ZONE 5 ZONE 6 2n I -- FIELD - 4" O.C. 8" O.G. I I INSTALL "SIMPSON STRONG-TIE" EDGE H-6 TIES dD 16" O.G. W/8-Sd NAILS 3" O.G. 41, O.G. 2"' 2111 2 2" ALL 1/2° EXT. PLYWOOD WALL SHEATHING TO BE SECURED WC S WR. ly�l 6d COMMON NAILS- 2" x t!Y TTERN AS 2ND FL, H6 •`' INSTALL "SIMPSON STRONG-TIE" WITH INDICATED ABOVE. �' GA. - PA LTP4 ANCHORS 0 16" O.G. W/ 12- 8d NAILS 311 211 o BIB °. %5"(P x 12" L. x 3'-O" O.G. ANCHOR COMPONENT AND CLADDING PRESSURE ZONES NUMBERS INDIATE NAILING ZONES EXISTING'• BOLTS W/ 2"x2" SCJ. STL WASHER. . BP (1'-0" FROM CORNERS) ROOF LTP4 AS PER TABLE 3.2A 4: 3.2B LTP4 ROOF SHEATHING NAILING SCHEDULE iST FL. G) ! !•'. ZONE 1 ZONE 2 ZONE 3 ZONE 4 I 0 I I FIELD 0 l -------y 8" O.G. 12" O.G. 3" O.G. 4" O.C. j EXISTING 1 No. Date Title EDGE 4" O.C. 6" O.G. 3" ROOF O.G. 3" O.G. i 0 1 3' REVISIONS: 1 EXISTING O �— -----� Roof BASEMENT ALL y?° EXT. ON NAIL WALL SHEATHING TO BE SECURED I O C.O. TO EXISTING Drawn By: WfTH 8d COMMON NAILS- 2Y2 x IOy,' GA, - PATTERN AS O Q SANITARY SYSTEM INDICATED ABOVE. 1—_ — —� rS_4,* FLU? TO-- FND. CONNECTIONS - -T � I ! 4" X.H.C.I. Date: f� /( N.T.S. FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL 3/4/23 I lop MEMBERS' - TABLE R-602.3 (I) OF THE RESIDENTIAL Drawing No.: CODE OF NEW YORK STATE. r FLUr RING RISER DIAL A NOTE- PROVIDE CONTINUOUS LOAD PATH ROOF PLAN FROt"I RIDGE TO FOUNDATION. ^023 NOT TO SCALE Z. A4I f.... .._ _._.._r pG d a OF 4 SHEETS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I i I I 1 I 1 I I I I I i � I O I I U i I C � I I � z � — — — — Z EX I STING ROOF - - - - - - - - STORAGE I I I I ^ N I I I I I I u r� N I U 3 " _ 4 ly I I(`E — - -CEXISTING ROOF I SNWR. 7 1 EXISTING = I 11 MASTER BEDROOM I Z �-' m - 2"x = onI _ 11 _ _ I IN FD G 71 I �� 16 -7 7/s ll 'cv J C4I L - - - - - - - - - - - - - %2�.lvl SA H I I / \ ►—� N c eO0 R.R. � I 2 x6 O H iz 2'x ° 2'x4° 2'x4° I I - - - - - - - - - - � Q� I EXIST. EXIST. I F� s POST TO FND, l N � LEGEND A L EXISTING WALL o I I � I 5'-15�8u 5'-15I8" - - - - - - - - T - - - - - PROPOSED WALL h--I lo'-3y4." 6'-loy�" EXIST. ROOF DECK E"� 0 I I C - _ _ _ _ WALL TO BE REMOVEDp000000� LINE OF NEW N SECOND FLOOR EXIST. U\.yING ADDITION I 3 ROOM I 100 NOTE: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES > I OO - PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. EXIST. j EXIST. 1 NOT RESPONSIBLE FOR CI—IANGES I"IADE WITI IOUT NOTIFICATION. 2"xIO" F.J. 2"xIO" F.J. v 16," O.G. I �tr C� IG" O.G. 1 6 I 1 m�Q I m I S EGON D FLOOR PLAN \1 POST TO FND. 1 lY SCALE: %4"-I'-O" 2ND FLOOR ADDITION: 12G S.F. 2"xIO" F.J. 1 @ I G" O.C. I J /BOLTED CONN. L — — — J L�i L.V.L. FLUSH DR.— j— — — — — — — — — — — — — — — — — — — — I� - I I a I I I I 1 LINE OF EXIST 1 ~— SECOND FLOOR 1 3 I I I I I- - - - - - - - - - - - - -� I 12/4/2B AS—BUILT No. Date Title REVISIONS: Drawn By: R I"I I"I Date: NOTE: 3/4/23 �n VERIFY ALL EXISTING CONDITIONSDrawingNo.: AND CLEARANCES ` U PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. { NOT RESPONSIBLE FOR CtAANGE5 I"IADE WITHOUT NOTIFICATION. l FIRST FLOOR FLAN y L=�:6T�firq P*�;..r..s...6.r•nMQ`.i SCALE: %4"=1'-0" ..,.:�:u.�� � � 1�J i:e: 4��"Y w Q OF 4 SHEETS GENERAL CONSTRUCTION NOTES: GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: GENERAL INTERIOR as* EXTERIOR STAIR NOTES: I, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR 3t2 (NORTH) WITH AN E- 1,600,000 P51 AND FB-875 PSI OR BETTER, SHINGLES WHEN REQUIRED. ACCORDANCE WITH R31I, R301.3, R301.4, R301.5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/4" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. AND SPECIFICATIONS WHETHER OR NOT INDICATED. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS 15 6'-8" AS PER R314.3. BUILDING DEPARTMENT NOTES d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF V-0" MAXIMUM RISE - 73/." 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND B. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERIGAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH ( NOSING) - IO" FOREST AND PAPER ASSOCIATION (AF*AP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE W1TH THE MANUFACTURERS PER A.I.S.C. MINIMUM NOSING PROJECTION ON - �/" MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - ISM" CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/16" 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES: 4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (COX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERIGAN FOREST 4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES: O THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE SOIL OR CONCRETE. AND PAPER ASSOCIATION (AF Bz PA) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND MANUAL FOR ONE AND TWO - FAMILY DWELLINGS E-.{ PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF B. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 V NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS DESIGN CRITERIA: HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4' FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS w CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. LIVE LOAD 40 PSF: SPECIFICATIONS. 2 PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING G. PROVIDE 50LID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: O 6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-O" O.G. WHICH EVER IS LE55. A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 25 PSF: • E--i 3 U BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE. 7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND WIND LOAD 130 MPH Z � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF V-0" O.C. VERTICALLY UNLESS S. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR �+ CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. V SMOKE ALARM NOTES: F--"124 WORK. SQUARE FOOTAGES: Q 0 H 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL 1. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS. B. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY CONCENTRATED LOADS AS REQUIRED. GENERAL WALL BOARD NOTES: �) RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, a. ONE IN EACH SLEEPING ROOM, a HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1. PROVIDE 9a" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE NEW SECOND FLOOR 126 S.F. p� q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE GOATS OF SPACKLE. MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10, PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE N � MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. n ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL oc ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE S/e CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS C 1_? Cq 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. C OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS B. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE v 11. THE ARCHITECT IS NOT RESPON5IBLE FOR CONSTRUCTION MEANS, 11, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF A. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARDBACKGROUND N015E LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF d AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. S. PROVIDE ONE LAYER OF 6/8" APPROVED FIRE RATED GYPSUM WALL BOARD B. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN DRAWINGS AND SPECIFICATIONS. THE ARCHITECT 15 NOT RESPONSIBLE FOR THE HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS. r• •• ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE 4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS w SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13, ALL DECK JOISTS SHALL BE AGO AT I6" O.G. AS PER PLAN. GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; U THE SMOKE ALARMS 5HALL BE INTERCONNECTED AND HARD WIRED. GENERAL EXCAVATION * SACK FILLING NOTES. 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION IL••.•1' ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH #BO FELT OVER 60 MIN, GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A s/ HOUR FIRE RATED S. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM I. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.G. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN WITH THREE COATS. PROVIDE A MINIMUM OF 1" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. HAVING JURISDICTION. O W UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-514RINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION, THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES: CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF o. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER ENERGY NOTES: ZONING CLASSIFICATION: THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. �.� ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A I, ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING T/, 16. TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF ZONE R40 O V ll NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START - a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 201E ENERGY CONSERVATION CONSTRUCTION CODE OF ~� WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT INSULATION PER NEW YORK STATE. AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS. RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2, ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND b. EXTERIOR WALLS- NOTCHING AND BORING. SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING I, NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN (2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FLOOR AREA BEING F VENTILATED.HE L FROM THE ARCHITECT. THE MIDDLE I/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER I/3 SHALL BE 4% OF T OF THE RES CHECK REPORT OF THESE DRAWINGS. OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO THE 11. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS THE GENERAL GLAZING NOTES: SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS REQUIRED HEIGHT. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/B? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS B. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD, BORED HOLES SHALL NOT EXCEED 60% OF THE u I, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL 8E RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES LIST OF DRAWINGS PRE:VcivT-DAMAGE - '`CALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION TEST OF A5TM E Igg6 AND OF A5TM E 1856 AND R301.2.1.2 OF HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A MINIMUM OF TWO WEEKS AFTEk POURING THE FOUNDATION WALLS. THE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. c. PROVIDE 2x4 STUDS AT 16" O.C. FOR ALL EXTERIOR WALLS UNLESS NOTED OTHERWISE. BY EXCEPTION TO R301.2.1.2. 4, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, BELIEF 4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d, PROVIDE 2x4 STUDS Ar 16" O.C. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET SHEET Al GENERAL NOTES � �./ MINIMUM OF V-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2015 O e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R3OB OF NEW YORK STATE ENERGY CODE. 5, REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE SHEET A2 1 ST & 2ND FLOOR PLANS FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING JOIST OR FLOOR JOIST ON SHEET A3 ELEVATIONS/SECTION GENERAL EMERGENCY ESCAPE # RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES: BOTH SIDES OF THE HEADER, 1. ® ) EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL SHEET A4 CODE PAGE v h, LINTELS SHALL NOT BE LESS THANi ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER GENERAL CONCRETE NOTES: ram., BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE W I. THREE 2x10'S FOR SPANS UP TO 7'-O" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED 1, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE II. THREE 2x12'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS THE CODE REQUIRES. A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH 1. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE 2 THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO, 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36?' BELOW GRADE ON TO A FIRM j, MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AP R VED AS NOTE UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET 3, THE FOUNDATION WALL SHALL BE POURED CONCRETE THICKNESS AS I, (I)-2x6 (FLAT) FOR UP TO V-0" c. THE MINIMUM OPENING HEIGHT SHALL NOT BE LESS THAN 24". DATE: B.P.# I I F 3000 PSI WITH REBAR AS SHOWN IN GROSS II.(2)-2x6 (FLAT) FOR UP TO 10'-7" UP,�BIN(� \SEER gRCy/\ �,��PLUMBING 1IVAS�'E , NOTED ON THE PLANS (MIN. O ) d. THE MINIMUM OPENING WIDTH 5HALL NOT BE LE55 THAN 20" SECTION. THE FOOTING SHALL BE POURED CONCRETE, 51ZE AS INDICATED ON THE " n FEE: • BY: �� �PR� M`/Lj �F` &WAVER LINES NEED: ;= ,_ Q �G q n� k. PROVIDE I 'ADVANTECN PLYWOOD SUB-FLOOR TYPICAL. B. NOTIFY BUILDING DEPARTMENT AT } `�- � PLANS WITH sty REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR - FING RI=FORE COVGRIN I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE J015T SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET. ) 18OP 8 AM TO 4 Pti1 FOR THE WALL CRO55 SECTION, P LLOWING INSPECTIONS: TO WALL WITH yz"m DIAhETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TEGO ALL 4. _�UNDATION - TWO REQUIRED 4. (2)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOA2D. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE `OR POURED CONCRETE 5. %"m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m. PROVIDE GIRDER PER PLAN ON 3Y2"O DIAMETER STEEL COLUMN ON POURED '=OUGH - FRAMING & PLUMBING �� 04186A �- OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE CONCRETE FOOTING ASPER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. SULATiON '9T�OFNE\N J Co. PROVIDE I', CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO -.;,, - CONSTRUCTION MUST PLUMBER CERTIFIG�ITION FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. �. COMPLETE F015 10.A. - CONSTRUCT!OAS SHALL MEET THE ON LEAD CONTENT BEFORE 7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON RLGUIREMENTS OF THE CODES OF NEW C RTIFICATE OF OCCUPANC 1 WATERPROOFING BY RUB-R-WALL OR EQUAL. YORK STATE. NOT RESPONSIBLE FOR SOLDER USED IN WATER 8. FINISH SLAB SHALL BE A MINIMUM OF A" THICK POURED CONCRETE ON DESIGNOR CONSTRUCTION ERRORS. SUPPLY SYSTEM CANNO UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY, EXCEED 2/10 OF 1% LEAD. q, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST. EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION COMPLY WITH ALL CODES OF STRENGTH OF 3,500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO NEW YORK STATE & TOWN CODES THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AS AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE REQUIRED AND CONDITIONS OF ELECTRICAL e�1�± No. Date Title CONCRETE VOLUME. "(,II' I� I PI�rrnrl R A INSPECTION REQUIRED REVISIONS: A a 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. T$N"d�L7�G BOARD Drawn By: M w'. `3''130 TOWN TRUSTEES 11, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND A5TM C1167 REQUIREMENTS. ` r V.I.V.DEC Date: i'' � 3/4/23 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615 GRADE 60. All exterior lighting Drawing No.: 13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED ! installed,replaced or WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK OCCUPANCY ®R repaired shall conform USE IS UNLAWFUL STATE LICENSED ENGINEER. to Chapter 172 of the Town Code 14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) 4MTHOUT CERTIFICATE A I /,, HORIZONTAL. OF OCCUPANCY ��ODD ZONE ��`�" d � m •1 „� „ w A OF 4 SHEETS SOUTHOLD Ta?vi! COD`. — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - I I I I I I I I I I - I I I I I I I 1 I I ( 1 I Q H I 1 I 1 � ° M U i I � I i o @) 3w x i I I I 0 0 ck EXISTING ROOF 00 I STORAGE I x I 2`x6° U / U U) I6� o II'-IY4�� 1 1 aY2 N � � ► W I I C H EXI TING ROOF I SHWR. 7 1 EXISTING o I I I MASTER BEDROOM I � - 2„x 1 (U DGE I +`0 I I. ® LSE^I`� IDGEm I Vl 2"x l0" R.R. N In I 2`x6° O I xQ I Fl 22x 46 2'x4° 22x46 (Y I EXIST. EXIST. ( �� i i EN POST TO FND. 1 , 1 ? I A I I LEGEND 5 I I EXISTING WALL Z III I I 5 -I /a 5 -I /a L - - - - - -� O a - - - - — PROPOSED WALL la'-3Y4" 6'-I0Ya" EXIST. ROOF DECK 1 0) I o C C C C C C C WALL TO BE REMOVED LINE OF NEW I 3 EXIST. LIVING SECOND FLOOR ADDITION ROOM O0 NOTE: J VERIFY ALL EXISTING CONDITIONS AND CLEARANCES PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. EXIST. I J EXIST. I OO RH NOT R 2 xI0 F.J. 2x10 F.J. ESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. v 16" O.G. i 6 16" O.C. AgC�10, '. SECOND FLOOR PLAN o POST TO FND. I I SCALE: %",I'-011 it ' p 2ND FLOOR ADDITION: 126 S.F. 2"x IO" F.J. I t!'X Oq 9TF 186A — I O,cNyO /�BOLTED CONN. L I �� (3)_1s/4 x�1%2� L.V.L. PLUSHY DR. �— — — — — — — — — F - - - - -_ - - - =- - - -r -I I 1 - - - - - - - - - - J 6 I x I I �\v LINE OF EXIST r\ I SECOND FLOOR I I I I- - - - - - - - - - - - - -� No.11 ate Title REVISIONS: Drawn By: R I"I I"f Date: 3/4/23 NOTE: VERIFY ALL EXISTING CONDITIONS AND CLEARANCES Drawing No.: PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. FIRST FLOOR PLAN SCALE, i4"-1'-0" w Q OF 4 SHEETS IP ADDITION EXISTING TYPICAL ROOFING ASPHALT ROOFING O TO MATCH EXISTING HOUSE T U Crxls-r[NG ROOF � Mo U VALLEY FLASHING ] (TYP) LINE OF EXISTING C7 W W wU EXISTING ROOF ^ I� H 0 O ROMOVE EXISTING 00 GABLE -T a UN v� Ir"'Y�1 Q V1 w H O W z w � O O � ADDITION l REAR ELEVATION V SST Q SCALE: %"=I'-O" 2"xl2" RIDGE 4 n FALSE RIDGE TYPICAL SIDING ^ �••..••� 2"xl0" R.R. �? 12 SIDING 2"x I Co O.G. MATCH TO MATCH EXISTING HOUSE EX. (2)-13/q"xil45 VALLEY RAFTER / w (PIG" O.G. T.O.P. r��l \ TYP [�J MATCH EX. (3)-2"xl0" HDR. MASTER O BATH o W VERIFY ALL CONDITIONS FIN. 2ND. FLR, MATCH EX. - MATGOH EX. GABLE E EXIST. (2)-F.J. EXIST. Q`21.x10" O F.J. `�f"� @ IG" O.G. (3)-13/4"x�ly2" L.V.L. FLUSH "DR. EXISTING LIVING ROOM � \��9TF NEON No�� FIN. IST. FL-R. EXIST. F.J. (VERIFY) EXIST. D.J. (VERIFY) EXISTING BASEMENT EX. GRADE No. Date I Title REVISIONS: Drawn By: R I GH-r F=LEVAT I ON (NORTH ) Rmrr SCALE: 4"-I'-o" Date: 3/4/23 (A� cJ E G T ( O N Drawing No.: SCALE: %4"= 1'-O" cG w Q OF 4 SHEETS NAILING SCHEDULE INSTALL "SIMPSON FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B MINI MUM ROOF LIVE LOADS RIDGE TENSION STRAP 16" O.C. STRONG TIE" LSTA WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS (IN POUNDS-FORCE PER SOUARE FOOT OF HORIZONTAL PROJECTION) BY SIMPSON STRONG TIE TIES @ EA. END FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION I I/4" X 18" 20 GAUGE WITH OF HDR. TRIBUTARY LOADED (4) SD COMMON NAILS EACH SIDE JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING FAREA IN SQUARE FEET OR ANY STRUCTURAL MEMBER HEADER AS NOTED E- RAFTER FRAMING 0 TO _ Y Rafter to Top Plate (Toe-noiled) ROOF SLOPE 200 2 61000 O 00 ROOF RAFTER V 16" O.G. DOOR OR WINDOW a Q Wall height 8 Ft. 3-8d?# ?$ per rafter ° AS NOTED 77 Wall height Cl - 10 Ft. 4-Bd?# ?$ per rafter FLAT OR RISE LESS THAN 4 INCHES PER FOOT ° Ceiling Joist to Top Plate (Toe-nailed) (1.3) 20 16 16 Wall height 8 Ft. 3-Bd?# ?$ per joist RISE 4 INCHES PER FOOT (1,B) TO LESS Wall height q - 10 ft. 4-Bd?# ?$ per joist THAN 12 INCHES PER FOOT (I.I) I6 14 14 ROOF RIDGE Ceiling Joist to Parallel Rafter (Face-nailed) Roof Span (Ft.) RISE 12 INCHES PER FOOT (1:1) AND O 12 20 28 36 GREATER 12 12 12 3:12 Roof Slope P 16" o.c. 5-16d 8-16d 11-16d 14-I6d r 4:12 Roof Slope @ 16" o.c. 4-16d 6-16d 6-16d 11-16d each lap r 5:12 Roof Slope @ 16" o.c. 3-16d 5-166 7-16d q-16d each lop v 7:12 Roof Slope @ 16" o.c. 3-16d 4-I6d 5-16d -16d MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS "" U q:12 Roof Slope @ I6" o.c. 3-I6d 3-I6d 4-I6d 5-I6d M I RIDGE STRAP 12:12 Roof Slope @ 16" o.c. 346d 3-16d 3-16d 4-16d (IN POUNDS PER SQUARE FOOT) C', Q rTl N.T.S. Ceiling Joist Lops over Partitions (Face-noiled) Roof Span (ft.) /I — 12 20 28 36 USE LIVE LOAD Q "-T TYPICAL DETAIL 0) 3:12 Roof Slope P 16H o.c. 5-16d 8-16d 11-16d 14-I6d EXTERIOR BALCONIES 60 EXTERIOR HEADERS 4:12 Roof Slope P I6 o.c. 4-16d 6-I6d 8-I6d 11-I6d each lap W 5:12 Roof Slope @ I6 o.c, 3-I6d 5-I6d 7-16d q-16d each lap DECKS 40 E- N.T.S. 7,12 Roof Slope V I o.c. 3-16d 4-16d 5-16d 6-Ibd ATTICS WITHOUT STORAGE qd2 Roof Slope @ 16 o.c. 3-16d 3-16d 4-I6d 5-I6d 10 U ROOF RAFTER 12:12 Roof Slope @ I c.c.- 3-16d 3-I6d 3-16d 4-16d ATTICS WITH STORAGE 20 Q Collar Tie to Rafter (Face-nailed) 6 ROOMS OTHER THAN SLEEPING ROOMS 40 Q-8d per tie SLEEPING ROOMS 3p � O Blocking to Rafter (Toe-nailed) 2-8d each end W Rim Board to Rafter (End-nailed) 2-Ibd each end }� a WALL FRAMING Q Top Plate to Top Plate (Face-nailed) 2-16d?! per Foot ° Top Plates at Intersections (Fore-nailed) 4-16d joints - each side TOP PLATE TABLE R301.2(I) Stud to Stud (Face-noiled) 2-16d 24" o.c. CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA tV (� Header to Header (Face-noiled) Ibd I6" o.c, along edges 1� 00 Q GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM � 1 � I? v M SIMPSON N—to SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN /1I Q Top or Bottom Plate to Stud (End•nailed) 2-16d per 2x4 stud LOAD (MPH) EFFECTS REGION DEB15 ZONE CATEGORY WEATHERING F DEPTH E TERMITES DECAY Myl CLIPS CaD 3-16d per 2x6 stud 4-I6d per 2x8 stud 25 PSF Ir3,0Pu NO NO 1 B SEVERE 3'-O" MODERATE SLIGHT TO TO HEAVY MODERATE _ Bottom Plate or Floor joist, Bandjoist, v SIMPSON STRONG TIE MTS12 Endjoist or Blocking (Face-noed) 2-16d ?! ?@ per foot o' I I/4" X 16 GAUGE STRAP W/ (4) 8d COMMON NAILS ((5) 8d FLOOR FRAMING COMMON NAILS IN GARAGE) INTO Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d per joist THE ROOF RAFTER 4: (4) Sd COMMON NAILS ((5) 8d COMMON Bridging to Joist (Toe-nailed) 2-8d each end NAILS IN GARAGE) INTO THE WALL Blocking to Joist (Toe-nailed) 2-8d each end STUD. CANTILEVER Blocking to Sill or Top Plate (Toe-noiled) 3-16d each block GLAZING PROTECTION FROM WIND-BORNE DEBRIS Ledger Strip to Becm (Face nailed) 3-16d each joist Iyi Joist on Ledger to Beam (Toe-nailed) 3-8d per joist SIMPSON I-I-2 Band Joist to Joist (End-nailed) 3-16d per joist NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF r V ���/ /� CLIPS 0 1611 O.C. Band Joist to Sill or Top PLate (Toe-noiled) 2-Ibd?l per Foot 74" AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS CJ2 1 ITS12 D�ETAI L SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH (ROOF SHEATHING APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW• N.T.S. Structural Panels 8d 6" EDGEi 6" FIELD I Diagonal Board Sheathing O _ \ / DE -TAL I"xb" Or I"x8" 2-8d each end FASTENER TYPE FASTENER SPACING W I"x10" or wider 3-8d each block PANEL SPAN PANEL SPAN PANEL SPAN �7 CEILING SHEATHING 21c2" 3t6 wD. SCREwS 16.1 12" al" 1,/ram\l1 -4 N • T ' Gypsum Wallboard 5d coolers 7" V 1 edge / 10" Field _J WALL SHEATHING 2Y," ae wD. scREws 16" 16" 12.. Structural Panels 8d see SimplifiedO V L „ Sheathing Pressure b Nailing v 1 ° INSTALL "SIMPSON STRONG-TIE" Wall 'o MSTA36 STRAPS V 16 O.C. Fiberboard Panels Zones this page.) SECURE WITH 26- IOd NAILS ° 7/I6" 8d 3" edge / 6" Field 25/32" 8d 3" edge / 6" field FASTENERS AS NOTED P till Gypsum�--1 Wallboard 5d 8d cooler 7 d'Afield IN SCHEDULE ABOVE C, Ha dboord (see Simplified all Sheathing Pressure b Nailing •o Particleboard Panels � 8d � Zones this page.) WINDOW PLYWOOD AS NOTED Q Diagonal Board Sheathing GLASS 2"X4" BRACE 0 LARGER SPANS I"xb" or 11x8" 2-8d per support 1"xI0" or wider 3-8d per support ` FL00R SHEATHING WINDOW � SIMPLIFIED WALL SHEATHING PRESSURE 4. NAILING ZONES Structural Panels SILL u I" or less 8d 6" edge / 12" Field greater than I" IOd 6" edge / 6" field 1 a/ Diagonal Board Sheathing Z I"x6" or I"x8" 2-8d per support 1"x10" or wider 3-Bd per support PLYWOOD STORM PANEL 4 "SHUTTER" DETAIL v1 ?! Nailing reoyirments are based on wall slheathing nailed 6" on-center at the panel edge. If wall sheathin U VI is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing regpirments for _ J D. structural members shall be doubled, or (alternate connectors, such as shear plates, shall be used to /1W/ maintain the load path. O � O ?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be O .o permitted to be reduced to 1-16d nail per foot. 0. \\% NOTE: THIS SET OF PLANS WAS BEEN DESIGNED IN ACCORDANCE NITH THE AMERICAN -OU 41 5 5 FOREST AND PAPER ASSOCIATION (AF * PA) HOOD FRAME CONSTRUCTION MANUAL O � O O ® U FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH HIND EDITION, SECTION 2. _Jrs_s� 1"I STABG DETAIL WALL SHEATHING NAILING SCHEDULE ROOF ZONE 5 ZONE 6 FIELD ~' BRED Aq T � I ; �PRD M. Cy�T� INSTALL "SIMPSON STRONG-TIE" EDGE III I .:I W-6 TIES P 16" O.C. W/8-8d NAILS Sit O.C. 4" O.G. 2 2"I 2 2„ J A ALL Y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED WC WITH 6d COMMON NAIL5- 2" x I!%" GA, - PATTERN AS S WR. I n Kv . 2ND FL•LTP4 ANCHOR INSTALL HOR SON STRONG-TIE" INDICATED ABOVE 3 \.;��S � 16" O.C. W/ 2� 12- 8d NAILS 04186A �,9TFOF NFO O� 3" ® $/e"m x 12" L. x 3'-0" O.G. ANCHOR COI"IPONENT AND CLADDING PRESSURE ZONES SQ. 5TL BOLTS W/ Vx2" WASHER. ExI NUI`NBERS INDIATE NAILING ZONES ROOF' BP (I'-O" FROM CORNERS) L7P4 AS PER TABLE 3.2A 8 3.2B • IST FL. L7P4 ROOF SHEATHING NAILING SCHEDULE O � O ZONE 1 ZONE 2 ZONE 3 ZONE 4 O 1 I FIELD I No. Date Title I 8" O.G. 12" O.G. 3" O.G. 4" O.G. I Oi EXISTING EDGE ROOF 31: REVISIONS: 4" o.c. 6" O.C. 3" O.C. 3" o.Lc. I 0 I EXISTING BASEf'I ENT O �-Z ----y ROOF ALL Y2" EXT. PLYWOOD W ALL SHEATHING TO BE SECURED I Drawn By: WITH 8d COMMON NAILS- 2k," x 10%4" GA. - PATTERN AS Qi (D O I C•O• TO EXISTING Y INDICATED ABOVE. L_— — —J (S4FLR- -T0- FND. CONNECTIONS F, - , - , SANITARY SYSTEM N.T.S. OO � OO OO i p l 4" x.H.c.l. Date: A� FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS 3/4/23 REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS" - TABLE R-G02.3 (I) OF THE RESIDENTIAL Drawing No.: CODE OF NEW YORK STATE. ROOF PLAN F L U I I E3 I N G RISER D I A G R A " NOTE: PROVIDE CONTINUOUS LOAD PATH F ROI"I RIDGE TO FOUNDATION. NOT TO SCALE o: w a) I OF 4 SHEETS