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HomeMy WebLinkAbout49578-Z ho�aof souryol° Town of Southold * P.O. Box 1179 �0 53095 Main Rd °2rCouN Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46001 Date: 02/27/2025 , THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 100 Mailler Ct Southold, NY 11971 Sec/Block/Lot: 70.-9-52 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 06/30/2023 Pursuant to which Building Permit No. 49578 and dated: 08/14/2023 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, including conversion of attached garage to living space and wood entry, to existing single family dwelling as applied for. The certificate is issued to: Bryan Knipf ng,Kerri Knipf ng Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49578 09/23/2024 PLUMBERS CERTIFICATION: Saint Patricks Plumbing&Heating 10/09/2024 Au rize Signature �o�ps�FF°i TOWN OF SOUTHOLD oyg BUILDING DEPARTMENT 2 TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) S Permit#: 49578 Date: 8/14/2023 Permission is hereby granted to: Knipgng, Bryan 1735 Clearview Ave Southold, NY 11971 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 100 Mailler Ct, Southold SCTM #473889 Sec/Block/Lot# 70.-9-52 Pursuant to application dated 6/30/2023 and approved by the Buildingf Inspector. To expire on 2/12/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $442.40 CO-ADDITION TO DWELLING $50.00 Total: $492.40 Builds g Inspector oF so�jyol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Jamesh .southoldtownny.gov COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Bryan Knipfing Address: 100 Mailer Court city:Southold st: New York zip: 11971 Building Permit#: 49578 Section: 70 Block: 9 Lot: 52 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Peconic Power Electrician: Robert Stanevich License No: ME-45056 SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 2 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 7 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: GARAGE CONVERSION TO LIVING SPACE Inspector Signature: iwu'beA*� Date: September 23, 2024 1735 clearview ave .:t-`K w:i 4Awo Aff { 7 .c }} s 1 i 77 r Y ` 1 s� �� L ,k� .a,�a4.iiodc•:az-rx•✓die++«:�•+s2.��.ia.reti::�.r:»:.'..e;-.. i +. a i u � . ..�• ���, �.::i°+-�*: ..yam. .. s -_ I -:. OCT 1 0 2024 f3ulltlirsg Department Town of Southold LORE M LAMB .��,•+ a' Notary Public,State of New York #01LA6179883 , Qualified In Suffolk County Term,Expires December 31 20 Z�. _ ........_ , r� . __ _._.......... �. - mot'_'^ •�,`,'�" _ Rocket Insulation,LLC(367) Job Number: 6841694 40 Haynes Court RONKONKOMA,NY 11779 Insulation Certificate Insulation is Installed In the structure described below as follows; Work Area Item Installed Bags / Sq Feet Wind Wash Baffles 6AM Attic Mate Foam Rafter 22"x 48" CF812 Foam Sealant Foam Seal Door And Windows CF812 Foam Sealant Wind Wash Baffles,Ultra Shield F-SCIF4800500P Radiant Shield 48"Perforated Fire Caulking Intumescent 814,Rockwool FS-ONE Max Flrestop.Sealant(20 oz. Foil) Bathroom Interior Walls R-13IS"x 93"-Unfaced-Wood Framing Common Walls R-16 16"x 93"-Kraft-Wood Framing 2X4 Exterior Walls R-15 15"x 93"-Kraft-Wood Framing Crawlspace R-19IS"x 93"-Kraft-Wood Framing 2X6 Exterior Walls R-21 16"x 93"-Kraft-Wood Framing Slope Calling 2X8 R-21 15"x 93"-Kraft-Wood Framing 2x6 Flat Ceiling R-30 16"x 48"-Kraft-Wood Framing 'Fiberglass blow has no settling factor for R-values Job Name; 1735 Clearview Ave Southold,NY 11971 Job Address; SYOSSET,NY 11791 Date Completed: L Insulation By: o RICHE% Q S E P 1 0 2024 BUMDING DEPT. TO"VVN-:)F SO ®1,7-; h� ECLL W S E P 5 2024 DU Building Department Town cf Southold w i t S E P - 5 2024 8!Ol ing Department iUVJrr Gi Southold t 4 u F� j CCOM [ 5 S E P - 5 2024 Building Department Tovvn of Southold .r a i. � o N ;. � 3 C7 � W U> O f� N jr of SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. -- °ycou 631-765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P`66VlAln a-Ao -�a(L ri i Ole- DATE INSPECTOR \ OF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. U0, 631-765-1802 qqos INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 4 INSPECTOR UF SOUlyo6 f # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT ON [ ] FOUNDATION 1 ST [ 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: �d �" f hf O�. I�i►'1,l 5'� Go►�l�'i rt,�v . DATE INSPECTOR `-- OF SOGIyO� qqS79 ioo o f el,- TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECT[ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] '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: to L'(7 DATE 6' INSPECTOR ho�aOF SOGIyo{o * # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ V INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 17910.kq INSPECTOR a SOUTho� # # TOWN OF SOUTHOLD.BUILDING DEPT. co 631-765-1802 qq%� ql IN SPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION 1.[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS.(0)&vmm qfm v� � I w�. (04AW DATE 3 . INSPECTOR ho�a0ES0UlyO� 41,?571 1735 Ctec,ry t e cv fie. . .TOWN OF SOU:THOLD BUILDING DEPT. COO�+� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]--FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR- J �+ FIELD INSPECTION REPORT DATE COMMENTS •/a.Z �2ovidC ocv� 07�. � iiZn�_ �� FOUNDATION(1ST) {gym<,nd last ems. Ojlegotll -------- --- - =-------------- w�//s alp o�. o� heek4/l' �C Mtn FOUNDATION (2ND) 1a z o 0 H ROUGH FRAMING& y PLUMBING Q O W INSULATION PER N.Y. STATE ENERGY CODE AN 1 , V - n Q AV FINAL ADDITIONAL COMMENTS lot Z2 a 3 0 Z � �7` - 5 Awemdzd bla a !� h&i wess no -4e& LA z x x e b H SUFFO(gc TOWN OF SOUTHOLD—BUILDING DEPARTMENT C. co Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 bqs://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT -7'�-C rc 177-1 For Office Use Only PERMIT NO. Building Inspector: J U N 3 0 202 3 Applications and forms must be filled out in their'entirety±Incomplete applications will not be accepted„;;Where the Apphcant,�s not the owner,an � LDN DEPT. Owner's Authorization form(Page 2)shail be completed: ,�.�,":�,. pp Date:March 6th 2023 Ol'fli'NER(S)OF,PROPERTYid , Name:Bryan & Kerri Knipf ng... SCTM#1000-70.-9-52 Project Address:1735 Clearview Avenue Southold, NY 11971 Phone#:631 873 9386 _.. ,.... �.._ _,...._ .,.. ._. Email:bryanknipf ng@gmailcom.. . Mailing Address:1735 Clearview Avenue Southold,.NY 11971 CONTACT.PERSON Name:nStromski Architecture, P.C. Mailing Address:p O Box 1254 Jamesport, NY11947 Phone#:631-779-2832 Email:Marisa ptromskiarchitecture com_ @ ._.. DESIGN PROF ESSIONAL.INFORMATION: Name:Stromski Architecture, P C Mailing,Address:p.0. Box 1254 Jamesport, NY 11947 .,v__ Phone#:631-779-2832 „. Email:robert stromskiarchitecture.com F CONTRACTOR°INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION _ . :. El New Structure BAddition BAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $160,000 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 t t f PROPERTY INFORMATION � . . ,.` • �4' Existing use of property:Single-family Residence Intended use of property:SingjqFqmi1y Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_40 this property? ❑Yes ENO IF YES,PROVIDE A COPY. 8'Check Box'After Rea'dmg The owner%contractor/design professional�s responsible for all drainage and storm water issues as piovided by Chapter 236 of the Town Code ,APPLICATION IS HEREBY,MADE to the+Building Department for the issuance of.a Building Permit pursuant to the Building Zone Ordinance of the Towntof Southold Suffolk,County;New York and other applicable Laws;;Ordinances or Regulations,;forthe construction,of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to coin I f with'all a liable laws:ordmali6e,buiidin code ,. P Y PP g housing codeand regulatlons`and td admit authorized mspecf ors on premises and In buildings)for necessary,inspections False'statements made herein are nishable as a Class Am mea isdenor pursuant to Section 210.45,of the New York State Penal pu Law t'f fi. { Application Submitted By(print me Robe tromski BAuthoriz d Agent ❑Owner Signature of Applicant Date: Z3 't.bZ� STATE OF NEW YORK) SS: COUNTY OF�"er ) &Te"r-I being duly sworn,deposes and says that(s)he is the applicant (Name of individ al signing contract)above named, (S)he is the (Cont Actor,A ent,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 t with. Sworn before me this Cy 1� � � �da of .20 0-3 ,- kL,1i4k No y Py lic r BANE E STROMSKI NOTARY PUBLIC PROPERTY OWNER AUTHORIZATION 01ST4640852 Where the applicant is not the owner QMRMEX IRES DECECOUNTYNY aW � PP � ) TERM EXPIRES DECEMBER31, I Bryan Knipfing1Xerr1' Knj'Wnf residing at 1735 Clearview Avenue Southold, NY 11971 do hereby authorize Robert Stromski to apply on my behalf to the Town of Southold Building Department for approval as described herein. &�-- I � A/VL; � 3/ 7. 23 Owne s ignature Date Bryan Knipfing Print Owner's Name 2 1 l � ®�oS11FFOt O BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD GO _ Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(@-southoldtownny.gov - seandCDsoutholdtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5/2/24 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec. Address.: Po JOB SITE INFORMATION (All Information Required) Name: Knipfing Address: 100 Mailler Ct 173 j Cross Street: Clearview Phone No.: 631-774-4824 Bldg.Permit#: 49578 email:info@gfhbuild.com Tax Map District: 1000 Section: ® Block: Lot: a BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New garage conversion to living space. New bathroom, side entry/mudroom and family room. Square Footage: 1400 Circle All That Apply: Is job ready for inspection?: FvYES ❑ NO Rough In 0 Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service SizeFs-/�1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 092825430 ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead # Underground Laterals M 1 - 2 H Frame Pole Work done on Service? ✓ Y ON A_ddItIQJ]p/W-QfCJtI , ' ice upgrade from 100 amp to 200 amp MAY - 2 2024 L--/PAYMENT DUE WITH APPLICATION A C / b13/0 ->11'..J Y t_�- ��t''Sp!�.(1 Cl Jl Qh�,�J.'J ®SUFfl1�,��� BUILDING DEPARTMENT- Electrical Inspector �00; TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh southoldtownny gov -- sea nda south oldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All information Required) Date: 5/2/24 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersys@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec. Address.: Po JOB SITE INFORMATION (All Information Required) Name: Knipfing em Address: 100 Mailler Ct 1-73 j Cje ,jj,, U 1 Z Cross Street: Clearview Phone No.: 631-774-4824 Bldg.Permit#: 49578 email:info@gfhbuild.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New garage conversion to living space. New bathroom, side entry/mudroom and family room. Square Footage: 1400 Circle All That Apply: Is,job ready for inspection?: YES ❑ NO �Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On s Temp Information: (All information required) 'Service SizeFv, 1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# 092825430 ❑New Service❑Fire Reconnect[:]Flood Reconnect[:]Service Reconnect[:]Underground❑✓Overhead # Underground Laterals n 1 n2 H Frame D Pole Work done on Service? ✓ Y FIN AddItIQ p[l ;itl ice, pgrade from 100 amp to 200 amp i 0 MAY - 2 202d. PAYMENT DUE WITH APPLICATION 2 1..=D1 Ac / 013/0. I lzlq PERMIT# Address: Switches Outlets` % G F I's I Surface Sconces H H's UC Lts Fridge HW I POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen; Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA _ Inst Hot DeHum Tra isfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Commentsk SURVEY OF LOT 28 MAP OF SMITHFIELD PARK FILE No. 4770 FILED DECEMBER 27, 1966 SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-70-09-52 SCALE 1 "=20' OCTOBER 13, 2022 e AREA = 21 a,899sq. ft. ~ / 3 X I �o � o • 14. `50 Lod, 27 U 14,0 07. p ry .k �/ K`' :' ..c :•'.. �CN C/gK 13.4 94 i'r ORry�gY 303' 13 m FfjyC f 6' 13.6 r o 4r /CKET _1 X $ FE7yCf oCf:•'�: o ce C/y ),Oft 1z_7 h is �'► u4; P/CKET ''1'. 14.1 h'qo f CV . �L CA r •y' '%'• w W VNK h' ITS D o ka0 �Nc�iycf 3p3' CF ( X12.6 •P �4¢ CONC. s� 1 \ I �•4f ti • ./ / V 2.6_ 140C/( X, � C0 X(NV • X 12.2 f z., n/ �/ • 12.' /1 .• QP �I 3 itAV ' I-,// /1'' / X 11.6 / LOT �� �t.� x x 11.210 li ti 0 o �2 11.2 a ' ;p a .• I `V \Ok \ B( Oy w �� \ �� v IQ 11.2 A ` - � / ,CAS X p M \ 1 yF� �Cf CON 11.85 0. 3GC pJ x Fy 2 s o �z � s•m NSF .• q�rf"S�O,o ,v 39 Op, � Z X \/ 12.3 R , �R c , 0 0 �'oo�oMA. F 'i / x 00 0 �ni �/rCe) 10 x� ...A, + .. •: � .. n >•• O12R9 x 9.6 \ O°y0 ?'. i 9• 9.9 oCf •p' °ar J + 4 .1 b. X 10.6 / ` 1 T \ — ` X w �9p p o • •p \ • \ _ —9 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF \� SECTION 7209 OF THE NEW YORK STATE S EDUCATION LAW. Ar, g COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR T �. e '�� O� 8 9.6 EMBOSSED SEAL SHALL NOT BE CONSIDERED F0U TO BE A VALID TRUE COPY. 14 CONCC CERTIFICATIONS INDICATED HEREON SHALL RUN A' oe AlM 'NON, ONLY TO THE PERSON FOR WHOM THE SURVEY w' `M IS PREPARED, AND ON HIS BEHALF TO THE \ '. • FNj• TITLE COMPANY, GOVERNMENTAL AGENCY AND ,�., •• LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF X_1 ;..p ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM A STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: xx.x EXISTING CONTOUR LINES ARE SHOWN THUS: xx— — — —xx F.FL. — FIRST FLOOR G.FL. — GARAGE FLOOR TC — TOP OF CURB N.Y.S. Lic. No. 50467 BC — BOTTOM OF CURB TW — TOP OF WALL BW — BOTTOM OF WALL Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. LS. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 E-Mail: NCorwin3®aol.com g�ffOl� c BUILDING DEPARTMENT-Electrical Inspector h TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # (o Date - 2024 Customer Name FAJij'P-1t)q Electrician Name, e- S P 1 Address Phone 6 7/ 9 e-mail �, 6//l a-mail PCtl12%C Phone 3 _ 7 _ �f�� License# Size (")_A. Phase Overhead Underground #of Meters—, Remarks #of Underground Laterals 1 2 New "H" Frame or Pole HI P Fire Reconnect Was work done on Service? ON y Flood Reconnect Old Meter# b?.=5w Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for from thZda above. Authorized by R .. 1 5],Cj Arcbitecture and Construction Management Services ® architecture,p.c. i TRANSMITTAL SHEET TO: FROM: Whom it May Concern Robert Stromski,AIA LEED AP COMPANY: DATE: Town of Southold March 20'"2023 Building Department Town Hall Annex 54375 P.O.Box 1179 Southold,NY I I97I-0959 PHONE NUMBER: CC: 63I-765-I802 RE: JOB NUMBER: I735 Clearview Avenue Southold 11971 ❑FOR APPROVAL ❑FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION I Building Application Signed and Sealed I RESCheck I Certificates of Insurance from Stromski Architecture PC I Survey by Nathan Corwin Land Surveyors 4 BuildingPlans Cover Shows proposed Site Plan REMARKS: x' P k: L w�� �.. _ 4 ii• .. .� ij . 3 30 RU11:DYTG DEFT, K . P.O.BOX I254 PHONE(63I)779-2832 JAMESPORT,NEW YORK 11947 FAX(63I)779-2833 1 �&tectulre and Constructio 4S] CO��Structi®n Management Servipe� 446"1.- architecture,lm, Z TRANSMITTAL SHEET FEB U TO: FROM: Budding Department Stromski Architecture COMPANY: DATE: Town of Southold 02/22/2024 PHONE NUMBER: CC: 631779� 2832 RE: JOB NUMBER: Knipfing Addition 1735 Clearview Avenue Southold O FOR APPROVAL El FOR REVIEW AND COMMENT 11 FOR YOUR USE EINOEXCEPTION DREVIEW MAKE CORRECTIONS NOTED EI REVISE AND RESUBMIT DREJECTED COPIES DESCRIPTION I Revised Pa e I Buflding permit 4 Revised drawing showing reduced scope of work I Contractors certificates of insurance;workers comp,disabdity,liabi fity REMARKS: This is an update for original permit filed on March 6h 2023. The client has reduced the scale of work. The contractor information is listed on the permit and all certificates of insurance are included with application. P.O.BOX 1254 PHONE(631)779-2832 JAMESPORT,NEW YORK 11947 FAX(631)779-2833 jS 1 AAS]4I Architecture and Construction Management Services architecture,p.c. TRANSMITTAL SHEET TO: A M;R tsvA v W E M A KF->F-. FROM: COMPANY: DATE: owl of 5ajTNcl-D '�>UttXAQrA .z l 25- PHONE NUMBER: CC: RE: �' 3 CLE��v 1 EwW� JOB NUMBER: 2z -Mp- i FOR APPROVAL ❑FOR REVIEW AND COMMENT ❑FORYOUR USE ❑NO EXCEPTION ❑REVIEW MAKE CORRECTIONS NOTED ❑REVISE AND RESUBMIT ❑REJECTED COPIES DESCRIPTION REMARKS: E C E 0 W E t F E B- 1 8 2025 MAIdinq Department - Town of Southold 400 OSTRANDER AVE PHONE(63I)779-2832 RIVERHEAD,NEW YORK 11901 FAX(63I)779-2833 r NYSIF New York State Insurance Fund PO Box 666.0,Albany,NY 12206 nysif.com 2024 FEB CERTIFICATE OF WORKERS' COMPENSATION INSURANCE v" AAAAAA 263528632 HEIDTMANN&SONS INC PO BOX 932 CUTCHOGUE NY 11935 21 4.0 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER 1735 CLEARVIEWAVE 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 12206943-9 306134 05/03/2023 TO 05/03/2024 2/22/2024 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 10 CALENDAR DAYS' NOTICE OF ANY CANCELLATION OF THE POLICY. NEW YORK STAT SU D A NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING \1-26.3 VALIDATION NUMBER:638295811 ACORO® CERTIFICATE OF LIABILITY INSURANCE DATE(M 02/221202YY7� /2024 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(les)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.1leu of such endorsement(s). PRODUCER CONTACT Christine Schuller NAME: AssuredPartners Northeast,LLC. PnHiONE Ext, (631)465-4000 alc No 100 Baylis Road ADDRESS: chds.schuller@assuredpartners.com Suite 300 INSURE S AFFORDING COVERAGE NAIC# Melville NY 11747 INSURER A: 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 INSURER F: COVERAGES CERTIFICATE NUMBER: '24-25" REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS POLICY LTR TYPE OF INSURANCE POLICY NUMBER MMIDD E MMIDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE . $ 1,000,000 CLAIMS-MADE ©OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED'EXP(Any one person) $ 5,000 A MP0082001005781 02/26/2024 02/28/2025 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 PRO- PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY JECT LOC OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO 80DILYINJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Pe accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETORIPARTNEWEXECUTIVE E.L.EACH ACCIDENT $ 100,000 B OFFICERIMEMBER EXCLUDED? N 1 A 12206 943-9 05l03/2023 05/03/2024 (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 01101/2024 01101/2025 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Re:Kern&Bryan Knipfing Residence 1735 Clearview Avenue,Southold,NY 11971.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 54375 Main Road,Southold NY 11971 and Kern&Bryan Knipfing. General Liability coverage applies on a primary&non-contributory basis with a Waiver of Subrogation in favor of additional Insured's 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 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD =a Generated by REScheck-Web Software Compliance Certificate Project Knipfing Residence . FEB 18 2025 Energy Code: 2018 IECC LocatConstruction uction Type: Single-family uNew York @ oe��O a�etya��o�¢ oUth®/d Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: 2024-02-22TO5:00:00.000Z Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1735 Clearview Ave Brian Knipfing Robert Stromski Southold, NY 11971 Stromski Architecture, p.c, PO Box 1254 jamesport, NY 11947 631-779-2832 robert@stromskiarchitecture.com iCompliance: Passes using UA trade-off Compliance: 0.0%Better Than Code Maximum UA: 81 Your UA: 81 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy.use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 178 22.0 19.0 0.024 0.026 4 5 Ceiling 1: Flat Ceiling or Scissor Truss 52 38.0 0.0 0.030 0.026 2 1 Ceiling 2: Cathedral Ceiling 105 22.0 0.0 0.046 0.026 5 3 Wall:Wood Frame, 16" D.C. 220 21.0 0.0 0.057 0.060 6 7 Door: Solid Door(under 50%glazing) 35 0.300 0.320 10 11 Window:Wood Frame 74 0.300 0,320 22 24 SHGC: 0.28 Wall 1:Wood Frame, 16" o.c. 214 15.0 0.0 0.077 0.060 16 12 Window 1:Wood Frame 8 0.300 0.320 2 2 SHGC: 0.28 Floor: All-Wood joist/Truss 335 22.0 0.0 0.042 0.047 14 16 Project Title: Knipfing Residence Report date: 02/29/24 Data filename: Page 1 of 2 Compliance Statement: The proposed building design described here,�consistent th the building plans,specifications, and other calculations submitted with the permit application.The proposed bull;ing has bee esigned to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply with the man a ui MFREScheck Inspection Checklist, Robert Stromsid ! ` 2-5-25 Name-Title Sigrypt Date I � ea ARC s a. 029169 O� OF 14 Project Title: Knipfing Residence Report date: 02/29/24 Data filename: Page 2 of 2 I t Generated by REScheck Web Software Compliance Certificate Project Knipfing Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1735 Clearview Avenue Bryan Knipfing Robert Stromski Southold,NY 11971 1735 Clearview Avenue Stromski Architecture P.C. Southold, NY 11971 P.O.Box 1254 631-873-9386 Jamesport, NY 11947 bryanknipfing@gmail.com 631-779-2832 robert@stromskiarchitecture.com Compliance: 0.7%Better Than Code Maximum UA: 279 Your UA: 277 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,775 38.0 0.0 0.030 0.026 53 46 Wall:Wood Frame, 16"o.c. 1,207 15.0 0.0 0.077 0.060 61 48 Door 1: Solid Door(under 50%glazing) 20 0.280 0.320 6 6 Door: Glass Door(over 50%glazing) 41 0.280 0.320 12 13 SHGC: 0.31 Window 2:Wood Frame SHGC: 0.31 177 0.280 0.320 49 57 Window 2:Wood Frame 177 0.280 0.320 49 57 SHGC: 0.31 Wall 1:Wood Frame, 16"o.c. 471 22.0 0.0 0.056 0.060 21 23 Window 1:Wood Frame 91 0.280 0.320 26 29 SHGC: 0.31 Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 1 of10 Compliance Statement: The proposed building design deAhhonsi t t with the building plans,specifications,and other calculations submitted with the permit application.The pr ha be n designed to meet the 2018 IECC requirements in REScheck Version REScheck-Web and to comply with the listed' Scheck Inspection Checklist. i2er� S- - kWtcc 3 N()-v Name-Title Sign t re Date Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 2 of10 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. MS eitiQflc Pta ris VeeilF�ed F�etd Verified # Pre inspectian(Plan ReYietAf Cor�pl�es? Ca mmen#slAss�arnlRtions " r Vai�te� a Valae " .z.<, s;... .a. .. 103.1, :Construction drawings and ❑Complies 103.2 documentation demonstrate a ❑Does Not [PR111 ;energy code compliance for the s, 1 :building envelope.Thermal s ❑Not Observable :envelope represented on �f � ,❑Not Applicable ;construction documents. 103.1, ;Construction drawings and g g ?❑Complies 103.2, :documentation demonstrate �� r❑Does Not 403.7 energy code compliance for [PR3]1 ;lighting and mechanical systems , a - []Not Observable :Systems serving multiple g$ ❑Not Applicable ;dwelling units must demonstrate ;compliance with the IECC 'Commercial Provisions. � " .. " 3021, Heating and cooling equipment is: Heating: Heating: ;❑Complies 403 7 sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]z on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable E Manual J or other methods Btu/hr Btu/hr ❑Not Applicable g approved by the code official. PP " Additional Comments/Assumptions: 1 I High Impact(Tier 1) ipact(Tier 2) 3 Low Impact(Tier 3) Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 3 of10 10 # Foua�o�rt Itspectinn ComW�es� Cc�rAfimen�Assure�ptians== � a 0 ZA protective covering is installed to ;❑Complies [ b11 j �pro tect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below F ❑Not Observable; ����� grade. ?❑Not Applicable 4 Snow-and ice-melting system controls,❑Complies i installed. ❑Does Not t t❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) Medium Impact(Tier 2) :'Low Impact(Tier 3) Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 4 of10 Sctioe E Plans llerrf�edP�eld Uerifie`tid Fraimrl�g I Rough irr Inspcts+rr CrnpiieaomMentslAsst�mptions� 402.1.1, ;Door U-factor. U- U- ;❑Complies ,See the Envelope Assemblies 402.3.4 ❑Does Not 1 table for values. [FR111 ❑Not Observable (401 ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). i ❑Does Not 'table for values. 402.3.3,402.5 UNot Observable [FR2]1 ;❑Not Applicable f 1 i 1 I i f 303.1i3 I U-factors of fenestration products s _ ❑Complies [FR4] :are determined in accordance j❑Does Not :with the NFRC test procedure or x taken from the default table. : �. bservable❑Not O ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 'installed per manufacturer's ' r ❑Does Not ;instructions. ❑Not Observable n ." ❑Not Applicable 402.4.3 E Fenestration that is not site built ' r ❑Complies [FR20] :is listed and labeled as meeting ❑Does Not :AAMA/WDMA/CSA 101/I.S.2/A440 y �� ;or has infiltration rates per NFRC ) � r � ❑Not Observable 1400 that do not exceed codes ea �jg ❑Not Applicable limits. � A 1 4024 5 jIC-rated recessed lighting fixtures � � ❑Complies [FR6]7 sealed at housing/interior finish �` ❑Does Not -land labeled to indicate:52.0 cfm � t z Ileakage at 75 Pa. : u ❑Not Observable ❑Not Applicable ❑Complies 403.3.1 ;Supply and return ducts in attics [FR12]1 :insulated >= R-8 where duct is x ❑ :>= 3 inches in diameter and >_ s '� IV 3 }� Does Not I � !❑Not Observable ;R-6 where< 3 inches.Supply and �. return ducts in other portions of r ;❑Not Applicable Ta ;the building insulated >= R-6 for 'diameter>= 3 inches and R-4.2 :for<3 inches in diameter. 403.3.2 :Ducts, air handlers and filter s > 3 ❑Complies [FR13]1 :boxes are sealed with 9 � �" ❑Does Not ;joints/seams compliant with , ❑Not Observable International Mechanical Code or :International Residential Code,as yi a ❑Not Applicable ;applicable. 403 3 5 `':Building cavities are not used as ❑CoinP lies [FR15]3 :ducts or plenums. i ' y `' ❑Does Not z y ❑Not Observable z ❑Not Applicable 403 3 6(1 Ducts partially or completely a �� ❑Complies 2) buried in ceiling insulation have Not [FRZ6]� fan insulation R-value not less �� y s ❑Not Observable ;than R-8,the sum of the ceiling ` ❑Not Applicable iinsulation R-value against and , *x PP above the top of the duct, and M ; against and below the bottom ofY y Z jthe duct, is>=than R-19, �$ �' , excluding the R-value of the duct InsulatlOn. d 1 High Impact(Tier 1) 2,, Medium Impact(Tier 2) ;3: Low Impact(Tier 3) Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 5 of10 SeCtiorl h a m d # Eram!ng Rough«trslnspect�on Alans�Uerif�ed Freld 1ter�f�ed CompUes� CommentslAssuntpt�ons 1 value Value R` 403 3 7 3Ducts declared to be within the ❑Complies [FR2813 : conditioned space are either 1) r ❑Does Not completely within the continuousa 'E ;❑Not Observable pair barrier and within the building , gthermal envelope,2) buried y � k ❑Not Applicable within ceiling insulation in ( v�i3 � ' 2f i accordance with Section " R403.3.6 and the air handler is ag` y ;located completely within the a ;XIO ,continuous air barrier and within the building thermal envelope ,and the duct leakage is<= 1.5 r )cfm/100 square feet of a> j o conditioned floor area served by 'the duct system, or 3)the ceiling ,insulation R-value installed � ,� ,� iagainst and above the insulated 1duct>=to the proposed ceiling z insulation R-value,less the R- sa „-, Ivalue of the insulation on the 43 4 HVAC piping conveying fluids R- R :❑Complies [FR1?�7 above 105°F or chilled fluids t ElDoes Not below 55°F are insulated to >_R- : ❑Not Observable 3 I i❑Not Applicable 403.4.1 :Protection of insulation on HVAC ; ❑Complies [FR24)1 :piping. 22 i t � " � � �� � -�`� �❑D085 Not e ❑Not Observable ❑Not Applicable 3 •�,Hot water pipes are insulated to : R- :�R- :❑Complies [FR18J,z >_R-3. <❑Does Not a : :❑Not Observable ❑Not Applicable 403 6 Automatic or gravity dampers are Complies [FR19]� installed on all outdoor air ❑Does Not intakes and exhausts. G � � ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) =Medium Impact(Tier 2) 3,'Low Impact(Tier 3) Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 6 of10 Set#ion f t # E Insolatir�xr nspect�an PI ',`4 ed Pield Yerif�ed Complie:�� Commten#s/Asssimp cans ,' iteq.lt; _ 303 1 All installed insulation i � � � .� ��'s labeled f � �� � �r � , ;� ❑Complies �It�131 �orthe installed R values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- :❑Complies 'See the Envelope assemblies 402.2.5, :mass wall with at least 1/z of the ❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.E wall insulation on the wall [IN311 ;exterior,the exterior insulation ❑ Mass ❑ mass E❑Not Observable :requirement applies(FR10). ;❑ Steel E❑ Steel !❑Not Applicable t t ! ! I f i f i 303.2Wall insulation is installed per ' ❑Complies [IN411 ;manufacturer's instructions. } ��� �❑Does Not fi ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 7 of10 Section - a' pians, ed leCis` a IF�e[d tter�fiet# �, '� - �� M # F��aK Ir1sp �n P�roy[SG�on� � �il`aiue� � � llalue� ��� � Go�plies� �� �olmm+�ntstl�ssar�ptpons } ffi 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies lSee the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2,402.2.E ❑ Steel F❑ Steel UNot Observable [Fill' ;❑Not Applicable F S F t t t f 303.1.1.1,;Ceiling insulation installed per plies a ❑Com 303.2 :manufacturer's instructions, 1own ❑Does Not [FI2] 300 ft2msulation marked every � � g ,�❑Not Observable ❑Not Applicable f 4202 3 Vented attics with air permeable ' ❑Complies CF�22I2 insulation include baffle adjacent V ❑ Ito soffit and eave vents that j Does Not extends over insulation. ❑Not Observable ❑Not Applicable �. 3 402.2.4 ;Attic access hatch and door R- '�R-� ,❑Complies [FI3]1 `insulation >_R-value of the : i❑Does Not ;adjacent assembly. ❑Not Observable F t ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies [FI17]1 lath in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. : ❑Not Observable I t t ❑Not Applicable i 41)2,4 2 Wood-burning fireplaces have ElComplies [F18Jz Might fitting flue dampers and � � � � Does Not outdoor air for combustion. m � ❑Not Observable ❑Not Applicable 403.3.3 ',Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI2711 :determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a ,❑Not Observable [ ;pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including 'the manufacturer's air handier ; i enclosure if installed at time of , ;test. Postconstruction test:Total ;leakage measured with a k ;pressure differential of 0.1 inch : w.g.across the entire system k ;including the manufacturer's air ; handier enclosure. : 403.3.4 !Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI411 =cfm/100 ft2 across the system or ft2 ftz ElDoes Not <=3 cfm/100 ft2 without air ; ;handler @ 25 Pa. For rough-in ; :❑Not Observable :tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Coinp lies � [FI2411 j by manufacturer at<=2%of � : � b z 3 ,❑Does Not ;design airflow. £ a� � ❑Not Observable . . .z.. ;" ❑Not Applicable 4tI31 1 3 Programmable thermostats Ste, �` ❑Complies [FiSj installed for control of primary ( y� ❑Does Not heating and cooling systems and F , ;t ] �°' '3 3 ❑Not Observable initially set by manufacturer to ❑Not Applicable code specifications. PP 4Q312 Heat pump thermostat installed H ❑Comp lies [fllp� on heat pumps. � r ❑Does Not 'sRe � ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3': Low Impact(Tier 3) Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 8 of10 Plans 11er�fied Field Verified �j• p# Final Inspection ProV�s�ans Value ValueOompl�es� C4mmentslAsSumptions VL< . 110; ;�... •Y _,� tu!v,. .. Se.`..w..., !K:s3aE..�u.ix' ky,. `aws� 4631,15 1 e Circulating service hot water ' ? Complies IF1111� systems have automatic or r❑Does Not accessible manual controls. s k ❑Not Observable 3 � ❑Not Applicable 40 61 All mechanical ventilation system � ❑Com lies CFI2S]2 afans not part of tested and listed 'Y & g� a❑Doe shot HVAC equipment meet efficacy *� ❑Not Observable &and airflow limits per Table � 3 �; R403.6.1. y ❑Not Applicable 403 2 Hot water boilers supplying heat p'�� '❑Com lies CPI26IY through one-or two-pipe heating �� a ❑Does Not ;systems have outdoor setback ', , control to lower boiler water F ❑Not Observable U temperature based on outdoor ❑Not Applicable .. ,ti temperature. 403 511 'Heated water circulation systems a FI28 z have a circulation pump.The a ❑Complies C ] P P � _ ��r❑Does Not +system return pipe is a dedicated a �� s * return pipe or a cold water supplyl (❑Not Observable pipe. Gravity and thermos- ❑Not Applicable A'. syphon circulation systems are b � not present.Controls for !circulating hot water systems pumps start the pump with signal for hot water demand within they occupancy.ControlsA �� $ automatically turn off the pump when water is in circulation loopAN is at set-point temperature ands no demand for hot water exists n A03�512 Electric heat trace systems �y �� *€ � �� j❑Complies CFI29jz comply with IEEE 515.1 or UL El Not r 2 ti;515.Controls automatically � � -❑Not Observable adjust the energy input to the �'` ' 3 heat tracing to maintain the . ❑Not Applicable -�idesired water temperature in the '.piping 4Q3 5 2� Demand recirculation water ❑Com lies CIF systems have controls thata,'❑Does Not manage operation of the pump k Viand limit the temperature of the �` ❑Not Observable water entering the cold water us ❑Not Applicable `,7,piping to<= 1049F. a 4i33 ,' Drain water heat recovery units �' a 3 , ❑Complies [FI31]� tested in accordance with CSA * °� ❑ F Does Not B55.1. Potable water-side 6 a ;&,w []Not Observable pressure loss of drain water heat } recovery units<3 psi for ) ❑Not Applicable individual units connected to one 0 r or two showers. Potable water- side pressure loss of drain water cheat recovery units<2 psi for °individual units connected to three or more showers. 404.1 90%or more of permanents ❑Com lies [FI6]1 (fixtures have high efficacy lamps , r�kx ❑Does Not ❑Not Observable ❑Not Applicable Fuel gas lighting systems have °� ❑Complies [F1231. no continuous pilot light ❑Does Not 3 $ ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 9 of10 r � sEC#toil � a tT, § a S as i+lans Ver�f�eci F�eid 1ler�fied Gompt�es Cowmen#slAssump#ions #� F�nat inspt#�on Provisions c �V'.-�T'� tv� �°�,•.,.I�� �x� �...eu ......E _.,.-._ � .,., esmo-. .. `�"� p�1 .t 4U13 Compliance certificate posted. ❑Complies ❑Does Not ❑Not Observable r 5}❑Not Applicable 303 3 Manufacturer manuals for ;h , ❑Complies IFI18)3 ;mechanical and water heating ,❑Does Not ,systems have been provided. , ' []Not Observable []Not Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Knipfing Residence Report date: 03/10/23 Data filename: Page 10 of10 n 2018 IECC Energy 8 �el Efficiency Ceific Insulation Rating Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & D. . Window 0.28 0.31 Door 0.28 0.31 CoolingHeatin Heating System: Cooling System: Water Heater: Name: Date: Comments STROARC-01 JLENGYEL ACORO CERTIFICATE OF LIABILITY INSURANCE DATE(M � 6/211202YYY) 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 CANMTACT Neefus Stype Agency PHONE 711 Union Ave. (A/C,No,E:t):(631)722-3500 FAX No):(631)722-3591 Aquebogue,NY 11931 EI oR'Es :info@nsainsure.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:Utica National Ins Co of Ohio 13998 INSURED INSURER B:Utica Mutual Insurance Company 25976 Stromski Architecture PC INSURER C: PO Box 1254 INSURER D: Jamesport,NY 11947 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRIN SD WVD M/DD IDD A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE F_X]OCCUR 4519654 3/12/2023 3/12/2024 DAMAGE TO RENTED REMISES ISE Ea occurrence) ccurrence $ MED EXP(Any oneperson) $ 10,000 PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 1,000,000 X POLICY❑JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea acciden $ ANY AUTO BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED P OPERTY DAMAGE AUTOS ONLY AUTOS ONLY er accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION X PTR TITE R OTH- AND EMPLOYERS'LIABILITY Y 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ 4740865 4/2/2023 4/2/2024 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,descr be under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town f Souute h ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 116z. 0 11 / Ija 0 I'4-111 : I t lam. I ( N I I /ru ' ^- 0 111,( a 0 is i architecture, p.c. u� •r AP PO ED AS NOTED s 3BA# RETAIN STORK!WATER RUNOFF P.O,BOX I254 JAMESPORT,NY 11947 -� PURSUANT TO CHAPTER 236 PHONE(63I)779-2832 FAX(63I)779-2833 1735 CLEA]'NVIEWINEW BY:� f%MFY B ILDING DEPARTMENT AT OF THE TOWN CQDE. AVE SOUTHOLD , 63t-765-1 50? Eiil",M TO 4PM FOR THE FMLW1'!.!r, INSPECTIONS: 1L FO `,N-T VVO REQUIRED All exterior lighting CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE OF CONTENTS FLOOR AREAS EXISTING PROPOSED � Fo , t.a CONCRETE installed replaced or COVER - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 1,142 5QFT. 454 SOFT. ADDITION 1,5% SOFT. AC 11%".v",;NG& PLUMBING � �C ' D-1 - DEMOLITION PLAN GARAGE SQUARE FOOTAGE - 25q SOFT. 176 SOFT. CONVERTED 81 SOFT. GARAGE REMAINING �- _ALt PLIJ ,C,1''iG WASTE''.„ repaired shall conform SEISMIC SUBJECT TO DAMAGE FROM ICE 5W1ELD A-1 - FOUNDATION PLAN TOTAL LIVING AREA - 1,142 SOFT. 632 5QFT. 1774 SQFT. '� Ih . . . ,i^9 GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WINTER DESIGN UNDERLAYMENT FLOOD A-2 - FLOOR PLAN I Flit: :. !::C,'�STRUCTION MUST WATER LINES NEED' to Chapter 172 SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS A-3 - ROOF PLAN 6E 'FILETE FOR C.O. 'f S`tING BE> ORE COV• RING _ CATEGORY A-4 - ELEVATIONS t SECTIONS � ; _ O the Town Code 25 130 YES YES 1 B SEVERE 36' MODERATE SLIGHT TO 15 YES WA W-1 - DETAIL WALL SECTION AND ELEVATION ALL U;R: ,;:.�,,CT{ON SHALL MEET THE TO HEAVY MODERATE W-2 - TABLES, SCHEDULES AND DIAGRAMS aEQUI1=1>_�,;'r��"S OF THE CODES OF NEW YORK STA17,E. 1`'OT FIESPONSIBLE FOR DESIGN OH COi4'STRUCTON ERRORS PLUIV-SER CER 'FIOATION AIR BARRIER AND INSULATION INSTALLATION ON LEAD CON ITBEFOPF GENERAL NOTES: TABLE R402.4.1.1 SCHEDULE OF ABBREVIATIONS DESIGN LOADS CERTIFICATE OF )CCUPAN>. COMPLY WITH ALL CODES OF SOLDER USE ! I. ALL CONSTRUCTION SHALL CONFORM To ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, A.D. ASH DROP USE LIVE LOAD [LB/SQFT.] DEAD LOAD [LB/SQFT.] NEW YORK STATE & TOWN CODES ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A,F.F. ABOVE FINISH FLOOR SUPPLYSYST r BM. BEAM EXTERIOR BALCONIES 60 10 AS REQUIRED AND CONDITIONS OF KiAcA d Addition For: 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND BRG. BEARING DECKS 40 10 EXCEED 2110 0 1% LEAD. C.J. CEILING JOIST SHALL BE INSPECTED AND APPROVE) AS REQUIRED. A CONTINUOUS AIR BARRIER SHALL BE INSTALLED G.F.M. CUBIC FEET PER MINUTE PASSENGER VEHICLE GARAGES 50 10 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL CONFORMANCE WITH IN THE BUILDING ENVELOPE. CLOS CLOSET GBOARD THE EXTERIOR T Kni fin THE NEW PORK STATE BUILDING CONSTRUCTION CODE. THE CONTRACTOR IS TO VERIFY ALL THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION SHALL NOT BE USED C.O. CLEAN OUT ATTICS WITHOUT STORAGE 10 10 CONDITIONS AND DIMENSIONS BEFORE: STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. CON. CONCRETE ATTICS WITH STORAGE 20 10 SOLUDLD�9J'JN-TRUSTEES BREAKS OR JOINTS IN THE AIR BARRIER SHALL G.M. CARBON MONOXIDE DETECTOR SAME.E• BE SEALED. CSMT. CASEMENT ROOMS OTHER THAN SLEEPING ROOMS 40 10 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY MINIMUM. C.T. CERAMIC TILE N,Y• - ELECTRICAL THE AIR BARRIER IN ANY DROPPED D. DRYER SLEEPING ROOMS 30 10 INSPECTION REQUIRED 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS CEILING/SOFFIT SHALL BE ALIGNED WITH THE D.H. DOUBLE HUNG STAIRSAND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT DIA. DIAMETER STAIRS 40 10 SHALL BE 35M psi AT 28 DAYS MINIMUM CEILING/ATTIC 514ALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. D.J. DECK JOIST GUARDRAILS AND HANDRAILS 200 10 OCCUPANCY ��j�j j�Al��f��/ f� 6. ALL STRUCTURAL LUMBER TO BE: DOUGLAS FIR LARCH, NO. 2 OR BETTER. E-1,600,000 psi AND ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE DN. DOWN V C V , C 1 V i fb- EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS TO HAVE AN E=1,800,000 psi AND AN WALL DOORS TO UNCONDITIONED ATTIC SPACE DW. DISHWASHER GUARDRAILS IN-FILL COMPONENTS 50 10 USE IS UNLAWFUL fb=2,400 psi. ALL LAMINATED VENEER LUMBER HEADERS AND BEAMS TO HAVE AN E=I,goo,000 psi SHALL BE SEALED. F.A.I. FRESH AIR INTAKE_ FIRE ESCAPES 40 10 FLOOR DRAIN F.D. Blower doer AND AN fb=2,600 psi. ALL PARTICLE: STRAND REAMS TO HAVE AN E=2,000,000 psi AND AN CAVITIES WITHIN CORNERS AND HEADERS OR r- fb-2,g00 psi. FRAME WALLS SHALL BE INSULATED BY FDN. FOUNDATION THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH OR A F.J. FLO JOIST WITH UT CER IFICA L..PRESCRIPTIVE DESIGN METHODS and ductwork 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING PARALLEL TO THEWALLS PLATE SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 FRS.C. FIREPROOF, SELF-CLOSING DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS. THE JUNCTION OF THE TOP PLATE AND THE TOP PER INCH MINIMUM. FTG. FOOTING 130 MPH WIND ZONES OF OCCUPANCY tes-¢ing required. OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR FXD, FIXED w a GALV. GALVANIZED 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2 XIO @ 4 WALLS AND 3-2 XIO @ 6 KNEE WALLS SHALL BE SEALED. FRAMED WALLS SHALL BE INSTALLED IN GL. GLASS INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - WALLS OR AS DESIGNATED ON THE PLANS. SUBSTANTIAL CONTRACT AND CONTINUOUS FAMILY DWELLINGS (2015 EDITION) ALIGNMENT WITH THE AIR BARRIER. H.B. HOSE BIBB ' 3 I73S Clearview Ave q. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' ABOVE GRADE. RAILING N.G. HANDICAPPED ALL TABLES FIGURES AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS / o ;� SHALL BE BUILT 50 AS NOT TO ALLOW THE PASSAGE OF A 4' SPHERE THROUGH ANY OPENING. T HDR. HEADER � � M Southold, New York I I97I WINDOWS SKYLIGHTS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND H.M. HOLLOW METAL W-I AND W-2. x ' `'0' $ Must provide Manuals AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL K.S. KITCHEN SINK 7�o' S.C.T.M.#I000-70-09-52 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. BE SEALED, LAV LAVATORY I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' i -� 4'S ,, D, J and S a, per PROVIDE CARBON MONOXIDE DETECTORS AS PER LOCAL REGULATIONS. L.G. LINEN CLOSET INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO P REVISIONS RIM JOISTS SHALL BE INSULATED. x RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. MEOW. MECHANICAL BAYS OF FLOOR AND ROOF DECK SHEET W-I DRAWING 3. � E NIPS Energy Code IRI..PPRVIIDE 5/8' TYPE 'X' GYPSUM EOARD AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS - FLOOR FRAMING CAVITY INSULATION SHALL BE MIN. MINIMUM �`- y r INSTALLED TO MAINTAIN PERMANENT CONTRACT MAX. MAXIMUM 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. M• 36.4 �Nc - T 1015122- Revised as Per Client 12. WRITTEN DIMD61 NNS TAKE PRECEDENT OVER SCALE. WITH THE UNDERSIDE OF SUBFLOOR DECKING OR MLDG. MOULDING PROVIDE 1-1/4 X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND fX3 °.rs a FLOOR FRAMING CAVITY INSULATION SHALL BE M.O. MASONRY OPENING DRAWINGS ON 5NEET W-2. _ � Q FLOORS (INCLUDING N.I.C. NOT IN CONTACT cN VNk uy �J 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED FASTENERS. PROVIDE THE AIR HARRIER SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE TOP AE30VE GARAGE AND O.C. ON CENTER 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE 13.4 * APPROPRIATE COATED HANGERS WHIN USED IN CONNECTION WITH TREATED MATERIAL. CANTILEVERED FLOORS) EXPOSED EDGE CN INSULATION. INSTALLED ONSIDE OF SHEATHING, I E UNDERSIDE OR INUOUS INSULATION OF FLOOR FRAMING O.M. OVERHEAD NAILING SCHEDULES OF SHEET W-1 TABLE 3.4A, 3AA. c°N� ORS 3 J, cf m 94. , 1H x-- o 0. e 0(�` AND EXTENDS FROM THE BOTTOM TO THE TOP OF P.G. POURED CONCRETE � 9 PicK °�s O 14. PROVIDE CONTINUOUS FIRESTOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR R. RISER 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN a u�, 1Z.8 SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES TO 10'-0' ALL PERIMETER FLOOR FRAMING MEMBERS. RAD RADIUS t SKEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE '� .� N 10 xOf i„ o�Nce VERTICALLY t 10'-0' HORIZONTALLY AS DESCRIBED IN NY5 RESIDENTIAL CODE SECTIONS R602.8 , REF. REFRIGERATOR ! FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. j :, Mfr STOR 1z2 AND R502.12. :�C"OSED EAR I U ED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSULATION, ��k, j-k `�__ A� 04 , v REINF. REINFORCED , 14.1 R N O SFIALL BE COVERED WITH CLASS 1 VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED Nc GF CO �' V CRAWL SPACE WALLS R.F. RESILIENT FLOORING 5. ROOF, WALL AND FLOOR SHFAT14ING FASTENING SCHEDULES ARE PROVIDED ON SKEET �2 !dry' f GarF a 15. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED q.:,.ORDER WITH OVERLAPPING JOINTS TAPED. TO THE GRAWLSPACE WALLS. W-1 TABLE3,I, N' S 1,� R.R. ROOF RAFTER y FROM THE PREMISES. DlSCT SHAFTS UTILITY PENETRATIONS AND FLUE S.D. SMOKE DETECTOR m sq x �,4• 16. ALL ITEMS LISTED AS BEING RETAINED FOR RE-USE ARE TO HE REMOVED IN SUCH A WAY AS SWAFT5, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED 5N. PL. SHELF N POLE 6, ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURERS �' - x (' R a 1" e. O SPECIFICATIONS. NOT TO DAMAGE OR OTHERWISE RENDER THE ITEM UNUSABLE. ALL ITEMS ARE TO BE STORED AS SPACE SHALL BE SEALED. ` WR SHOWER - ooF CON 4•e `� SOFT. SQUARE FEET }I 7• RIDGE STRAPS ARE TO BE PROVIDE) WHEN COLLAR TIES ARE NOT PLACED WITHIN THE , 4y. kokAs Ry s �� O DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. BATTS IN NARROW CAVITIES SHALL BE GUT 70 TtG TONGUE t GROVE 1 ---•--!�'4---, \�K�c/N__.- i � / 2j�, �x *f UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET O 17. THE CONTRACTOR SHALL REIVIE�1 THE ENTIRE PROJECT AND 5HALL BRING ANY DISCREPANCIES NARROW CAVITIES FIT, OR NARROW CAVITIES SHALL BE T.C. TERRA COTA 1 ,� ry �,g X c _ To THE ATTENTION OF 1VE OWNER AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE PERMANENTLY ATTACHED TO THE CRAWLSPACE TEMP. TEMPERED GLASS W-2 O x ^ 00 WAS, T.O. TRIM OPENING x O• % �2 O CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE TYP TYPICAL 8. ALL STRAPPING CAN BE INSTALLED OVER SWEATING ONLY IF THE FASTENERS IDENTIFIED x ^ _i2.2 CONSTRUCTION DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE (/ x O OBTAIN®. GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN V.I.F. VERIFY IN FIELD .� GARAGE AND CONDITIONED SPACES. W. WASHER WIDTH OF THE SWEATING SUBSTRATE BEING USED. �/ x� N 18. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL W.C. WATER CLOSET O INTEGRITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION. RECESSED LIGHT FIXTURES INSTALLED IN THE RECE55ED LIGHT FIXTURES INSTALLED IN THE WD. WOOD cY RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR W.F. WATER FOUNTAIN J2J O Iq. THEAREA CONTRACTOR SHALL PROVIDE: A CONSTRUCTION FENCE TO PROTECT THE AR OF TO THE DRYWALL. TIGHT AND IC RATED. W.H. WATER HEATER 1� a, O EXCAVATION AND CONSTRUCTION. W.I. WALK-IN �� Q .M} BATT INSULATION SHALL BE CUT NEATLY TO FIT W.W.F. WELDED WIRE FABRIC �' O 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO AROUND WIRING AND PLUMBING IN EXTERIOR '� „ ` �� Zo EXISTING AREAS OF THE CONSTRUCTION PROJECT AND CLOSE:-OFF NON-CONSTRUCTION AREAS FROM PLUMBING, AND WIRING WALLS, OR INSULATION THAT ON INSTALLATION ?' O 11.3 O READILY CONFORMS TO AVAILABLE SPACE SHALL �' � z x•u4= 8 DUST WITH PLASTIC TARPS. A* O EXTEND BEHIND PIPING AND WIRING. x � 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL DECIDE ON AN THE AIR BARRIER INSTALLED AT EXTERIOR WALLS �i �� Xlu ACCESS POINT TO THE SITE AND WHERE ON THE 51TE TO STORE MATERIALS. THE CONTRACTOR S,10WER/TUB ON ADJACENT TO SHOWERS AND TUBS SHALL EXTERIOR WALLS ADJACENT TO SHOWERS AND O SHALL REPAIR ANY DAMAGE TO THE 51TE DUE TO CONSTRUCTION. EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. TUBS SHALL BE INSULATED. 4; 1 0 1 22. THE PLUMBING CONTRACTOR 15 TO LOCATE AND DISCONNECT ALL SUPPLY AND WASTE LINES THE AIR BARRIER 544ALL BE INSTALLED BEHIND x O AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST OF ELECTRICAL/PHONE BOX ELECTRICAL OR COMMUNICATION BOXES OR J2.1 x� THEAIR-SEALED ES HOUSE. ON EXTERIOR WALLS AIR-SD BOX SHALL BE INSTALLED. ° aio ,, SEAL 23. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF 4V o� y AND ELECTRICAL WIRING AND FIXTURES AS REQUIRED. HVAC REGISTER E300T5 THAT PENETRATE ,' o %= To B� STEPS HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED + x O h i� MATCH STING BLOCK PATIO TO THE SUBFLOOR OR DRYWALL. Fs 122 ,>,. THAT IS o REMAIN 24. IF DURING THE DEMOLITION PRkSE OR COURSE OF CONSTRUCTION A SITUATION IS ,� 11.2 ED 460 _iGB R AR ENCOUNTERED WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE WHEN REQUIRED TO BE SEALED, CONCEALED FIRE CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION SPRINKLERS SHALL ONLY BE SEALED IN A o <`? / .� S7 0 DETERMINATION. MANNER THAT IS RECOMMENDED BY THE A- yF� 'cF NG stoop AND �� 0 ��s' MANUFACTURER. CALKING OR OTHER ADHESIVE _ryy F ry 5 TO BE R810M �t 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF CONCEALED SPRINKLERS `9' _ o' 4 �< 1 , SEALANTS SHALL NOT BE USED TO FILL VOIDS ,� .� a� ^P ,l. � „,1, si-r THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNEDS KNOWLEDGE, INFORMATION AND BETWEEN FIRE SPRINKLER COVER PLATE5 AND x ° ~^ BELIEF MEET THE REQUIREMENTS OF THE NEW PORK STATE ENERGY CONSERVATION CODE. WALLS OR CEILINGS. �� Sr° 11"� cq c �. ,Q ,� '' TE EXISTING >F (6RALL FLITC44 BEAMS TO BE STAGGERED TOP ANDTMBOTT'OM, CENTERLINE OF BOLRU BOLTED WIT14 TWO Rows21 1N1 FROM TOP AND2BBOTTOM OF Y FR�MF ^o "''' " PROPANE TANKS(2) O�>F �9� 0?9169 4� TE EXISTING BEAM. S M 0 S: WALL LEGEND: ��2 1t.z ''? ss m yOG�. l ' j'1'i';, r IRRIGATION PI PROPOSED 0): t�F�. PROPOSED OUTDOOR SHOWER 27. 'TRU5JOIST' 'SILENT FLOOR' SYSTEM TO BE INSTAL-LED IN STRICT CONFORMANCE TO ��� S o 1�a ~ � � � ]Z�''''''' MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS SHALL HE COMPATABLE TO JOISTS. 39 �O' -�"� °p R '8a• GAR '`to• 'T0� STEPS CONTRACTOR TO OBTAIN JOIST LAYOUT FROM 'TRUSJOIST' PRIOR t0 START OF CONSTRUCTION. S.D.0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERCONNECTED AND 14ARDWIRED EXISTING WALL TO REMAIN •2� EL °o� 4c Copyright 2022 STROMSKI architecture,p.c.All rights O o _coy o F -8� reserved.The Architect reserves the right to reproduce this 28. IF ANOTHER ENGINEERED J015T MANUFACTURER 15 USED. THE COMPANY MUST INSURE THAT ----- A design in its entire or an portion thereof.Unauthorized C.M.A CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS AND HARD WIRED EXISTING WALL TO BE REMOVED ry q o g" t3 y p ', alteration of these documents is a violation of the New York 10 State Education Law.These drawings and specifications are THEIR PRODUCT MEETS OR EXCEEDS TWE DE51GN CRITERIA'5 USED BY 'TRU5JOIST'. CONTRACTOR ? WINDOW V DESIGINATI(NN (SEE WINDOW SCHEDULE) I� NEW 2' X 4' WOOD FRAME WALL x �` oN -� 11.3x ¢ c �c ���NG TO OBTAIN J015T LAYOUT FROM THE'. MANUFACTURER PRIOR TO START OF CONSTRUCTION. b an instrument of service and are the property of the Architect NEW 2' X 6' WOOD FRAME WALL � x C nAS�°° PICKET PELAGE These drawings and specifications are not to be used on any 2q. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE O DOOR DESIGNATION (SEE DOOR SCHEDULE) o�R x� °y� p �s• arc other project,except by written permission of the Architect BY WEATHER AND/OR CONSTRUCTION. 'wr © LOAD BEARING WALLS Ro�'Ic 12B o•3EE SECTION MARK (DWG#/SHEET) P ROiii, PROJECT NO. 22-AR003 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN ^�' '-~ NEW P.G. CONCRETE WALL ,N ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. � DETAIL SECTION MARK (DWG#/SH FIRE BRICK EET) �a 'V ��°- SCALE 1/4^=V-0" DATE 06/2/2022 © S,2 1LQ 31. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED WHICH COULD NOT HE DETAIL DRAWING MARK (DWG#/SWEET) STANDARD BRICK fi 9 3 ° DRAWN BY TLD CHECKED BY RS DETERMINED PRIOR TO CON5TRUCTICN START THEN THE CONTRACTOR SHALL NOTIFY THE 0 DROPPED MASONRY x 0." a „ti x1U ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. x /,_ 4,j TITLE 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL llrev rl, x. FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. x � THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER 15 I-WO-272-44W. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. �Q S P Project �\Frovl' -c m ac� pr4e&P6o CID 911, Information J2� O F�F F 0°F 00��M pqr °N SHEET �• � � Cover E SITE PLAN stele: 1/4" = I'-o' Cover PROPOSED architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 Proposed Addition For: Knipfing r- - - - - - -1 Residence — EXISTING MASONRY STOOP TO BE EXISTING WOOD FRAME STEPS TO BE �-— —— —— -{ REMOVED REMOVED --------------------------------------------- ------------I------------------------------------ - - --------- --------- I O \\\ I \ a ® I I I � I I EXISTING DOOR TO BE REMOVE I EXISTING SLIDER TO BE REMOVED AND CLOSED IN 00 1 I735 Clearview Ave Southold, New York I I97I S.C.T.M.#I000-70-09-5 I 00 a I i 2 I _ NEW OPENING INTO PROPOSED MUDROOM REVISIONS OI EXISTING DOOR TO BE REMOVED --------- ---------------------- SYMBOL LEGEND: T 10/5/22- Revised as Per Client I ® SINGLE AND MULTI-STATION SMOKE ALARM TO BE 0 S.D. INTERCONNECTED AND HARDWIRED I I �, 0 I I I ----------------------- II /� ® CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD 0 WIRED I I OI I I I I ❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) 0 I I 0 I I O? DOOR DESIGNATION (SEE DOOR SCHEDULE) 0 I I I I I I s SECTION MARK (DWG#/SHEET) 0 I I I DETAIL SECTION MARK (DWG#/SHEET) 0 I I I I DETAIL DRAWING MARK (DWG#/SHEET) 0 I I 0EXISTING WINDOW TO BE REMOVED I 0 I I j WALL LEGEND: O 0 I EXISTING WALL TO REMAINLl O EXISTING WALL TO BE REMOVED 0 CW7 NEW 2' X 4' WOOD FRAME WALL 0 I I NEW 2' X 6' WOOD FRAME WALL I ® LOAD BEARING WALLS SEAL -- -- -- -- -- -- -- -- -- -- L I NEW P.C. CONCRETE WALL I - I I I © FIRE BRICK © STANDARD BRICK 0 ��R sr R yl 0 DROPPED MASONRY 0 0 S C, a 0291rat O4 OF N� Copyright 2022 STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof.Unauthorized i DEf 10LITION PLAN Scale: I/4" I'-O' alteration of these documents is a violation of the New York State Education Law.These drawings and specifications are - EXISTING an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any other project,except by written permission of the Architect PROJECT NO. 22-AR003 SCALE 1/4"=V-0" DATE 06/2/2022 DRAWN BY TLD CHECKED BY RS TITLE Demolition Plan SHEET D - 1 0 0 , OS A D e ` .., ,,,T i ', a<<Y,•. 0 0 S i F j�i,,IL architects.lre, p.c.'-Tqqlp- -T�W- 0 Sid 9 P.O.BOX I254 JAMESPORT,NY 11947 PHONE(631)779-2832 FAX(63I)779-2833 1735 CLEAR' V1'h'AV1 AVE SOUTHOLD , NEW YORK TYPICAL CORNER NOLDDOWN DETAIL: OUTSIDE CORNER CONDITION q-o' 91-01 _ — Proposed Addition For: CORNER HOLD-DOWN ANCHOR AS PER SHEETS W-1 AND W-2 (TYPICAL ALL) 4 ' A-4 , Knipfing - - - - `° - - - - D- - - - - - - - - - - I - � - - - - - - - - - - - � ° ' ��� Residence 5111111!11I.L. . S INSIDE CORNER CONDITION A-4 I A-4 a CLI 2'x6' ACQ D.J. @ 12' O/CCr —T—T�112' DIA. I I I I m .r L . X II " TJI PRO 230 FLOOR JOIST @ Ib CENTER NOTES: E ADJUST LOCATION OF CORNER 14OLDDOWN TO ALIGN WITH CENTER UNE OF EXTERIOR WALL ABOVE I735 Clearview Ave CRAWL SPACE Southold, New York I I97I � � I I~ PROPOSED S.C.T.M.#I000-70-09-52 12' DIA. � `• I REVISIONS L—_L_1——__——.} I I ER HOLD-DOWN ANCHOR 3'-0" I I A 3 PER SHEETS W-1 AND W-2 =, ICAL ALL) 0 Q110/5/22 - Revised as Per Client 2'-�1' 214 SYMBOL LEGEND: 0 0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE I � I S.D. INTERCONNECTED AND HARDWIRED O O2Z 2'X8' FLUSH JOIST CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD O DRILL t GROUT #5 REBAR @ 6'-10' 5'-6' �" : 3'-6" WIRED O 12' VERTICALLY ON CENTER ---C X32' SPACE ACCESS 32' WINDOWI�WNERE 1 , 1 a I 1 Q? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) O I O� 2' X 8' FLOOR JOIST I @ 12 C ER I Q? DOOR DESIGNATION (SEE DOOR SCHEDULE) O �� CRAWL SPACE I � I 12 DIA.( � x PROPOSED I g '�--- SECTION MARK (DWG /SHEET) O DETAIL SECTION MARK (DWG#/SHEET) O LEAVE EXISTING DRILL t G OUT #5 REBAR @ FOUNDATION DROP FOR 12' VERTI LY ON CENTER ACCESS AND VENTILATION I2" IA.( DETAIL DRAWING MARK (DWG#/SHEET) _ � OI -- --$-- -- -- -- -- -O -- -- 4 -- -- 2'x0 ACQ 0 --------- D.J. @ 12' 0/C WALL LEGEND: O PROVIDE PLASTIC POLY C AW S C O VAPOR BARRIER OVER GARAGE S CM'CRETE SLAB EXISTING WALL TO REMAIN O EXISTING WALL TO BE REMOVED 2' X 8' FLOOR JOIST O I @ C 12ER ir © NEW 2' X 4' WOOD FRAME WALL I � NEW 2" X b' WOOD FRAME WALL I © LOAD BEARING WALLS SEAL I i NEW P.C. CONCRETE WALL I I C FIRE BRICK 0 STANDARD BRICK '��'R S R�C'S'j DROPPED MASONRY 6 4fs C k (2) 2'XBVIOOR JOIST 0291ro9 O� FOUNDATION CONSTRUCTION (2)2" X 6' ACQ SILL PLATE WITH SILL SEAL 'COP-R-TEX' TERMITE SHIELD Copyright 2022 STROMSKI architecture,p.c.All rights 5/8'ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY reserved.The Architect reserves the right to reproduce this OPENING WITHIN 6' TO 12' OF THE END OF EACH PLATE AND WITHIN 12' design in its entirety or any portion thereof Unauthorized I alteration of these documents is a violation of the New York OF EACH CORNER. State Education Law.These drawings and specifications are PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 an instrument of service and are the property of the Architect 8' POURED CONCRETE FOUNDATION WALLS These drawings and specifications are not to be used on any 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) other project,except by written permission of the Architect PROVIDE (2)#5 REBAR CONTINUOUS IN ALL BY0 FOOTINGS 4' POURED CONCRETE FLOOR SLAB PROJECT NO. 22-AR003 A-4 'ANDERSEN' BASEMENT WINDOW SCALE 1/4"=l'-o" DATE 06/2/2022 DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 DRAWN BY TLD CHECKED BY RS INSULATION NOTES TITLE R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING R-36 INSULATION AT FLAT CEILINGS R-21 INSULATION AT SIX INCH EXTERIOR WALLS FOUNDATION PLAN Scale: I/4' I'-o" R-7.5 MIN. INSULATION BELOW GRADE WALLS Proposed i = A-I PROPOSED Basement Plan SHEET A - 1 aON �t WINDOW SCHEDULE SYMBOL MANUFACTURER TYPE DESIGNATION VENT AREA GLA55 AREA UNIT AREA EGRESS REMARKS A ANDERSEN DOUBLE HUNG (3)3046 17.25 SF. 34.38 5F. 53.97 SF. YES architeCtLlre, P.C. ❑ DOUBLE HUNG TRANSOM (3)TWT3010 B ANDERSEN DOUBLE HUNG 3046 5.75 SF. 10.31 SF. 14.85 SF. YES P.O.BOX I254 JAMESPORT,NY 11947 © i ANDERSEN DOUBLE HUNG 2032 2.48 SF. 4.21 SF. 7.27 5F. NO PHONE(63I)779-2832 FAX(63I)779-2833 QD JANDERSEN DOUBLE HUNG 24210 2.55 SF. 4.46 SF. 7.55 SF. NO ❑E ANDERSEN AWNING AR281 1.2 5F. 2.3 SF. 3.7 SF. NO NOTES? 1. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. DOOR SCHEDULE EXTERIOR DOORS SYMBOL 51ZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS OI 3�x 6 Q T14ERMA TRU HINGED 3068 1q.8 SF. 1q.8 5F. q LITE O2 3 x 6 4 TNEJIA TRU HINGED 3068 1q.8 SF. Iq.B 5F. SOLID O3 b'x 6$ ANDERSEN GLIDING FWG6%8 14.72 SF. 3q.34 5F. RAILING REQUIREMENTS: INTERIOR DOORS -36' NIGH GUARD RAILS ARE REQUIRED ON ANY SYMBOL SIZE TYPE REMARKS DECK/PORCH WHEN THE DISTANCE FROM FINISH DECK LEVEL TO GRADE BELOW EXCEEDS 30' IN HEIGHT. OA 2 x 6 HINGED ANYTHING LESS THAN 30" DOES NOT REQUIRE A GUARD © E 181--0" RAIL BY CODE.NDRAIL SHALL BE " MEASURED Proposed Addition For: 2 x b HINGED q'-0' q1'0" <4) STAR LLYHAN ROM TRR ERF�SNEED ON AT ST ONE ,�/}{Cc SIDE OF ANY STAIR WITH FOUR OR MORE RISERS. Knl fin11OTESi ❑ -36' CLEAR WIDTH OF STAIR FROM RAIL TO RAIL � CI I. ALL GLAZING TO BE NIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. _ CONFIRM RAILING OPTIONS WITH OWNER. 1. b (2) 1 -'xq Y' MICROLAM LVL HpR� Residence [F, . I I STAIR NOTES 5 rn A-4 1. = = A-4 - STAIR E RAIL TO BE BUILT IN FIELD ONCE HEIGHTS AND ® b o © ,� GRADE ARE ESTABLISHED. 4-6 I/ iv -PROVIDE EQUAL RISERS FOR EACH FLIGHT OF STAIRS. N I 21x6" COLLAR TIE n PRODUCT OF MULTIPLYING ITNE: R 5E AND RUN OF STAIR -- --- — _ I @ I6 ON CENTER SHOULD BE BETWEEN 70 AND 77 1/2 I I SLOPED FLAT i SLOPED CEILING CEILING CEILING I I LIVING ROOM a 1 o PROPOS!D - I735 Clearview Ave S.D. ' Southold, New York I I97I SYMBOL LEGEND: _ N S.C.T.M.#I000-70-09-52 Q5 SINGLE AND MULTI-STATION SMOKE ALARM TO BE it " I 17'-0" --t 6' 5'-6' S.D. INTERCONNECTED AND HARDWIRED REVISIONS _ I © i i17b © CARBON MONOXIDE DETECTORS SHALL BE INSTALLED Q10/5/22 - Revised as Per Client N i `'' CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD O N N WIRED -a ----ry'-p' -- br PR OUTDOOR a O I _ _— ---_--- -----_--_--- - ❑? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) O ER1FY_EXISTING TIDF�_Ab - — - 1- ® DOOR DESIGNATION (SEE DOOR SCHEDULE) O O I n O m I � 0 O O I NEWSUBFLCOR TO BE - BATH SECTION MARK (DWG#/SHEET) O FLUSH WITH EXISTING PROPOSED �--} DETAIL SECTION MARK (DWG#/SHEET) O SUBFLOOR 3'-e' 4' 8'-6'O O DETAIL DRAWING MARK (DWG#/SHEET) BEDROOM I QA � O EXISTING "' 2'x6' CEILING JOIST O —N DO), - @I6 CENTER KITCHEN b111 N o BATHROOM II O xili MUD ROOM EX15TING EXISTING �I ® O NI I S.D. PROPOSED1 WALL LEGEND: C! s O EXISTING WALL TO REMAIN O v ----' EXISTING WALL TO BE REMOVED O ------ ----------------------------- © NE•I 2' X 4' WOOD FRAME WALL 2'-4' 10'-4' 40 D NEW 2' X 6' WOOD FRAME WALL O LOAD BEARING WALLS NEW P.C. CONCRETE WALL FIRE BRICK _ IC `4 0 STANDARD BRICK O DINING ROOM PROPOSED 0 DROPPED MASONRY SEAL EXISTING r BEDROOM BEDROOM . 2'x6' CEILING JOIST EXISTING EXISTING @ 16 CENTER WALL CONSTRUCTION A _._ SIDING MATERIAL TO MATCH EXISTING 'BLUE5KIN' OR EQUAL AIR INFILTRATION BARRIER 2 GARAGE 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 0291Bg O¢ 2' X 4' WOOD STUDS @ I6" oN CENTER WITH 2' X 4" SHOE AND DOUBLE 2' EXISTING X 4' TOP PLATE F N� 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' v O X 6" TOP PLATE (AS SHOWN ON PLAN) 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE Copyright 2022 STROMSKI architecture,p.c.All rights WDR RM RESISTANT WALL BOARD AT BATHROOMS) reserved.The Architect reserves the right to reproduce this 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING design in its entirety or any portion thereof.Unauthorized EXISTING 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND alteration of these documents is a violation of the New York -- -- -- -- -- -- -- -- ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR State Education Law.These drawings and specifications are GRILLE PATTERNS an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION other project,except by written permission of the Architect. CONNECTORS AS PER SHEET W-2. PROJECT NO. 22-AR003 A-4 FLOOR CONSTRUCTION SCALE 1/4"=l'-a' DATE 06/2/2022 DRAWN BY TLD CHECKED BY RS FLOOR FINISHES AS PER PLAN 3/4" TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED 1 %' X II W TJI PRO 230 FLOOR JOISTS AT 16' ON CENTER TITLE 2"x8" DOUG FIR FLOOR J0157S @ Ib" ON CENTER IIIIIIIII` FLOOR PLAN Scale. 1/4' = 1'-0' win Proposed A-2 PROPOSED Floor Plan SHEET A - 2 � . architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 Proposed Addition For: 4 Kni fin p g I � - - - - - - - - - - - - - - - - - - - - � I I I I I � Residence 5 5 A-4 A-4 II II I N ( r II — II II A II II II II � II 11 $ II I I 2'x8' ROOF RAFTER I @ Ifil ON CENTER to I 1735 Clearview Ave I Southold, New York 11971 II II I 2'x8' Ro7F RAFTER I S.C.T.M.#I000-70-09-52 I @ 16 ON CENTER I REVISIONS II it 5Yf1BOL LEGEND: 101015/22 - Revised as Per Client II II I I I I ® SINGLE AND MULTI-STATION SMOKE ALARM TO BE O ---------------------- ------ I I 5.D. INTERCONNECTED AND HARDWIRED O II ° i II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J L - - - - -- -- - - - - ` - - - - � L - - - - CARBON MONOXIDE DETECTORS SHALL BEINSTALLED 0-- - � I i � � CM AS PER MANUFACTURERS SPECIFICATIONS AND HARD O II II I II WIRED O I 0 WINDOW DESIGNATION (SEE WINDOW SCHEDULE) All�I �- - - I F` I I -f _ - - J I O? DOOR DESIGNATION (SEE DOOR SCHEDULE) O It XP - - SECTION MARK (DWG#/SHEET) DETAIL SECTION MARK (DWG#/SHEET) O - ----____---__----_ ------- DETAIL' DETAIL DRAWING MARK (DWG#/SHEET) O II II II II � ti r II II r - - - I L - - - - - - - - - - - - - - - - - - -1 L — L - - - - I O — — — — — — �' I I 2'x8' ROOF RAFTER �' IL I (- - - � F - - - - - � (- - - - - �' I I @Ib ON CENTER `� IF O WALL LEGEND: ___ Or = _ —I — — — — _ I I EXISTING WALL TO REMAIN CONTINUEDNEW RIDGE ZM BEAM TO BE I °'' I I EXISTING WALL TO BE REMOVED O —I I- F_ —1 ,` m X I i� I I 0 NEW 2' X 4' WOOD FRAME WALL O L — -J ` I ''/ I I NEW 2' X 6' WOOD FRAME WALL I I I I � r -� � ��• g� I I °° I I LOAD BEARING WALLS SEAL I NEW P.C. CONCRETE WALL I I L - I �` I FIRE BRICK F_ —1 y� I 0 STANDARD BRICK DROPPED MASONRY C95 S7R0 s/ I II II II I ;_s I —�-- - - - - - - - - - - - - - - - - --- - -- - - - J - - - - - - -- - - - - - I I L - - -_—_—_- - - _ _ — J L=JI I I j I I I ROOF CONSTRUCTION 4F N� I I I I I 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE I I I I I I I I 30 LB. FELT PAPER Copyright 2022 STROMSKI architecture,p.c.All rights I I I I I 5/8' EXTERIOR GRADE PLYWOOD SHEATHING reserved.The Architect reserves the right to reproduce this I (2)1 Y4' X 9 Al LVL RIDGE BEAM design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York — — — — — — — — — — — — — - — _ —_J ( I L — — — — — — — — — — — — — 2" X 8' ROOF RAFTERS @ I6' ON CENTER State Education Law.These drawings and specifications are — — — — — — — — — — — — — — — — — — — — 2' X 6' CEILING JOIST @ 16' ON CENTER an instrument of service and are the property of the Architect. 2' X 6' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC These drawings and specifications are not to be used on any HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) other project,except by written permission of the Architect PROVIDE ALUMINUM FLASHING AS REQUIRED 1 ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES PROJECT NO. 22-AR003 A-4 RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RT7 OR RTIO SCALE I i4°=I'-o^ DATE 06/2/2022 DRAWN BY TLD CHECKED BY RS TITLE i ROOF PLAN Scale: 1/4' = 1'-0' Proposed A-3 PROPOSED Floor Plan SHEET A - 3 IN O j�llt LIILLA 11 [1_1� _LI_t -iij- -,I_;; AI uI LLL_� ilLiti !ALLA J_LL_ IL il IL-1111-0 D 1,J1_11 F1 Ii I I 1 11 i I Ill II I I I i� [I li-d-Il 1111 11 1 H _UDDLY lilid-1h T J WILL 1iL1_LLLL_il,t.Iiii.l_ij_i1 I 11� Lil LI.,I;l h 1! 11 ILI I 1 -1 it I_I�ll ILI!ILI,, li�,1, 11 li_LJl!l1__1ll dlt�l L 1 LL,_1 1 iLJJ Li architecture, p t I i-L 11 4 -1-11 1-1 LU L-Ut ___J 1!1 t[L_L� I_L_ I Al LLJ]_i_JL1i_LL1_,I I L - IIIL 1i j]AJ_L J_J-L J 1A I L! J I L J, _�"Li LIJL I I it 11 1_! 11 _j I I I I- 'i�, _Ailla�lllfi lLLL_LJLL1LlJJ1_LJ,1l _dUL1 I-,!-I]LILL-LI tjA1,11111 11 12 12 1_1 li- It I I 14 ILL-1 —JALL! 1 11 �I!II t Lill -ILI 1i I I Ll 1 1111 !1! 1111 11 1 1 1 1 11 1 1 F 1 1 "1 1 ,I L I I I I I JLLL LU I IL L-,U I LL i tt L L L J,LLLU_LLLI_l1 P.O.BOX 1254 JAMESPOI 11947 J- Lij L LIB 4_L,_U, I _ILl_LJ L ]I- FAX(631)779-2833 ll IIIPHONE(631)779 _mi ii jli 1 11 Lit-L-111—!1-11; 111] 1 1111 11 1 11 1''1 11 1 11 Ll L, �_l L At J: 1! Ilia 1 -2832 1,Li 1_1 I 11 Y__ I _Y_-_T­T7T'l 1r U, - ® L)11 B _1,LT-I L t T T TJ T ,r 1 i-, -' � � i -- -- - - -� ' 1 1� _ � r1 I Q t I I T I T�Tr_-1 L F L, T,- ---.1 - �i I i L -1- I i� 1 11 F`1 i I J I 1 1 1�7 1 7 L OFFICE MUD POON BATH F PROPOSED L! T'7 0 T-L I PROPOSED PROPOSED F T L W �T TlILT!Il-I L L 1 -1 ---F-T T71 : TyT CRAWL SPACE WEST ELEVATION Scale: 114' P-O' PROPOSED A-4 PROPOSED Proposed Addition For: MUDROOM SECTION Scale: 114' - 1'-0' L J Knipfing \i PROPOSED Residence ... ........ J J I I I-'I_I�Jl J-1 I-1� LL Ij 111: J _LL_I ].I I 1_1 11 LIAL 111 1 1 LY__� LT _11 T' '71 ILLL dlL'I ILL' [L: 11 i L11 LL-I-]A I L__J L LI h 11 U. 1 JiLl_l11fl_J1_t_iMl J L1111 11L iLLL i lliTLJN�1_1 L it I ___Ll L �l I-- EJ, I fidM __,j I I I ti I I I LL_ Illh-d I-I!I IL�J:_1111'g Jli Ll _iL _LLI_LJL1__L:'J1_L 11-ii-I -t Lbitt,Al�_ I—I _-L-I ILL-1 Y L!dj T, I t L L-L LL I L I-, I IU 1, 11 L It 1 11 11 11 11 J I LI;1 -F I,'_LL. L L L LL__�11 11-[-1!_ I _Ijl 11 i-Li 1, 11 i,' _,tL_L 11 Ill 1`1 tL!_ _IL I L, 1�1, 1 I Lill ILIJ 11 L 4 11 1_,�IiLIALULILL�i L.L_4 Lld 11 J11 11 11 1 11 L,']Th--t I J!I Lil 11,1 t L-1.1 ILT-I i I LLI�L l!I L h-,lli_iLl [LtLI_L__hiJ �I Atli Llil IL A l-ii-ii II l-LL Lill U Lil-L I_L_ [I I LAJ_11,��JLLJI LiLL L. 'I 1 1 1 1 '1_LL 1 Ll _lL LLj lllii]l LL"i--L!I-I'A I Lff---ji 11 1 L U, 173S Clearview Ave 41 ILI lAitlil'! L Ijljt�� Lill! III, 1 1_ i.jl_11 I 1-11-It L I �il lil L 1_1111 ILL U I i Lt ILI +_T� LU_1 1 111i 4_LL J J1111iI I : ��Il_tL_JILILI LI�E II'Lll UJI li IL LL ii il L[l L__l -11 LJ -1 1_1 L-1 L 1,i U'LL-iiiii 1: di-I tLiAL 11 ILI _TILli Southold, New York I 19 71 L Jt L-A till-ii-Ii Uh- LIU1111 ED fl-111131 T,_�,__fl I 1.11L.-ILL LL_ I _L:li , LLi! JJ L IL L Lt�L�Q-1 TJ IiT 1 11 1 _u _LP 21 -S2 1 7� 1 T I-Ul- I-LIlJ -LIJ11 Ll Li S.C.T.M.#1000-70-09 Lill- i L LF I T U-1 I� 7 1 IFI, I REVISIONS 4 1 1 1 L' I L� L _1 _1 I I I I ' �[ I I I�T EA I I EXI I _T It `T�,T` ---- L. 1 10/5/22 Revised as Per Client T I I I i IT! YT� T-1 TL Y I. LLU LIVING ROON IJ-1--l�L D tiT FL�!Tlf'7LT 11-7 T_ C1 I I `FT-�t —J, --t-1� �_ I II _J F PROPOSED _rTY T L T�' - ITT T71 IIL I L _Fj I- IT111 I II � I I I'I I O ID _ � _T i 1 7 -1 1 T 111 _J I I I Tj i I t TT 'Ttl"_7�_4 'T'l' 7 L1_L___i 17� IT J T LL I L T I I I I i I I I I t 7� 0 __TL_L� iTt J71 1 1-1 [7�1 L I I- �_141 I 'TL -d J. F t i �W IT,'' -i 11l_1 L 1� Li CRAWL SPACEO REMOVE EXISTING DOOR, PROPOSED r2 T14 ELEVATION Scale: 114' P-O" INSTALL WINDOW AND 0 1I�-4 PROPOSED REPAIR SHEATHING AND SIDING O ADDITION SECTION Scale: 114' V-O' 0 PROPOSED O MATERIAL NOTES BLDG.-ELEVATION NOTES: 0 ROOF CONSTRUCTION ROOF NOTES: O 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE 30 YEAR ARCHITECTURAL ROOF SHINGLES. 30 LB. FELT PAPER FLASH AT ALL ROOF BREAKS. PROVIDE 5/8' EXTERIOR GRADE PLYWOOD SHEATHING ICE/WATER BARRIER IN ALL VALLEYS AND O AT ALL ROOF EDGES (2)1 Y41 LVL RIDGE BEAM _j L 1­L 1, J 1 2 X 8 ROOF RAFTERS @ 16' ON CENTER RIDGE VENT - CONTINUOUS WHERE ILL-I LYLQJ]�l 11 J__j L ll­�AIL I Tt al JILd-LLI ILL_LiLi�-_l Y ILI JLA J iliLl LAI 2 I It ' X 60 CEILING JOIST @ 16' ON CENTER -i IlL JLIL - �! 1 11 �J I,11111i L-, APPLICABLE t L111-ti-J I L_ 2' X 6' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE AMC I I ti. -i _1111L11- t _,iU _Q1_JJJ'J­1L +11_� I I�L l 'I I ILI 1_1 Li Ll J U 1�1� LIL I-1 -A I L I [-I L I'-, _ILL�l _LL L _!Lt I W I l L li I til,L 1 HEIGHT BELOW RIDGE NO RIDGE STRAPS REQUIRED) I L-LQ ;A-],,I I [1L I-A I ALI-!, Ili Li Lli U djh L� jLJ11 'I I-L I PROVIDE ALUMINUM FLASHING AS REQUIRED Jlil�[L L�III L--alil I I I _11 11 L Li ll SEAL J h_ll I UIL 1 11 IL JILl I JLtl_j1_! I - I ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES LLI ---LJL I t ITI�L,� I_11 ALI U L _�, J _LL­l_ U i L I_L, I LILI� I L A- I ILL RAFTER TO PLATE CONNECTORS USE `USP` MODEL NUMBERS RT7 OR RTIO _L_i�JL,, j J_LILLII�I L, LI-1 Li ll�4� IL Lill I ill]- _1L IIUA _Lhi A lut -i I IM,11 1 11L_1, 111- 1' ILT -J-1-11 J U il I' X 6' FASCIA L _I� L FASCIA AND SOFFIT NOTES: L 11 11-il ]LA LI LL j [il 1; ILJ L LLI 111 11 1 l, Lil_�'A_ L!-t ill 1 16' OVERHANG Apo I I LT1_LT_ TYT'_! _T I I` 04 11,L I I I t I i I I I �T. T WALL CON5TRUCTION JJl tT, L 21 CONTINUOUS i SOFFIT VENT �l T, LT Till I T:7 VW FRIEZE BOARD I L T L SIDING MATERIAL TO MATCH EXISTING iy EXI I I __T EX I L R C3 13LUE5KIN' OR EQUAL AIR INFILTRATION BARRIER I L I T 1/21 EXTERIOR GRADE PLYWOOD SHEATHING JU .,!- 1 1 1 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE All DOUBLE 2' 1 � J L SIDING NOTES: _k L L X 4' TOP PLATE - SIDING TO MATCH EXISTING UNLESS LL _T I r i �Ljl -T T 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' I r I I I L I- OWNER DETERMINES OTHERWISE. Will- t L I Ll X 6' TOP PLATE (AS SHOWN ON PLAN) SIDING TO BE INSTALLED OVER HOUSE F I'T F -ILL T I I 1 11 11, 1 T r __YJ T T 1-1-Lij 1/2' GYPSUM WALL BOARD ALL WALLS AND CEILINGS (MOISTURE WRAP AND INSTALLED AS PER Ll 11 .."1 ii L —M RESISTANT WALL BOARD AT BATHROOMS) MANUFACTURERS RECOMMENDATIONS. LY L L __J i T� ii L I L I L L_ i I I I I 1 1 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING Copyright 2022 STROMSKI architecture,p.c.All rights reserved.'M Architect reserves the right to reproduce this 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND L I - - I I design in its entirety or any portion thereof.Unauthorized F 11 : ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR 1-1, U tj I I -I -_:,I I L-, ]_ I .. alteration of these documents is a violation of the New York GRILLE PATTERNS) State Education Law.These drawings and specifications are ITT i L 14 J RAILING NOTE: 1 11 Ac I-,L-1 "T'-Y j T*_L� I instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any T-"-,L I i I __ __Ll �IL 1�_ - TT I- ; 7 PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION T 36' 14IG14 GUARDRAIL TOP AND BOTTOM an CONNECTORS AS PER SHEET W-2. RAIL WIT14 5/4' BALUSTERS SPACED other project,"cept by written permission of the Architect. 5' ON CENTER. RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE PROJECT NO. 22-AR003 FLOOR CONSTRUCTION MAY NOT PASS THROUGH ANY I I EAST ELEVATION Scale: 114' 1'-0" FLOOR FINISHES AS PER PLAN OPENING, SCALE 1/4"=11-0" DATE 06/2/2022 PROPOSED 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED 34 141W HANDRAIL TOP AND BOTTOM DRAWN BY TLD CHECKED BY RS 1 %' X 11 36, TJI PRO 230 FLOOR JOISTS AT 161 ON CENTER RAIL WITH 5/4' BALUSTERS SPACED 2'x8' DOUG FIR FLOOR JOISTS @ 16' ON CENTER 5' ON CENTER, RAILING TO BE CONSTRUCTED 50 THAT A 4' SPHERE TITLE MAY NOT PASS THROUGH ANY FOUNDATION CONSTRUCTION OPENING. (2) 2' X fil ACO 51" PLATE WITH SILL SEAL 'COP-R-TV TERMITE SHIELD Elevations 5/13' ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERT OPENING, WITHIN 60 TO 12" OF THE END OF F-AC14 PLATE, AND WITHIN 121 OF EACH CORNER. & Sections PROVIDE 14OLDDOWN AS PER SWEETS W-I AND W-2 8' POURED CONCRETE FOUNDATION WALLS 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) PROVIDE (2)#5 REBAR CONTINUOUS IN ALL bill FOOTINGS 4' POURED CONCRETE FLOOR SLAB 'ANDERSEN' BASEMENT WINDOW DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SWEET W-2 SHEET V [JaJI fill 7-�tl I. _11 Ll I Ii I ij Ll L J j 14 L Ll 1rL INSULATION NOTES R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING R-38 INSULATION AT FLAT CEILINGS A -4 R-21 INSULATION AT 51X INCH EXTERIOR WALLS R-7.5 MIN. INSULATION BELOW GRADE WALLS .,—..,J 'U5P' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC ('' SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. h TOP OF RIDGE RAFTER TO RAFTER CONNECTION ,. . NA.. `� . architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 RAFTER. SEE PLAN FOR PHONE(63I)779-2832 FAX(63I)779-2833 N SIZES AND SPACING ua RIDGE. SEE PLAN FOR SIZES LU RAFTER. SEE PLAN FOR HEADER. SEE PLAN FOR qt> 51ZES AND SPACING SIZES to —CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'U5P' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# -- ---- H2.5/145 (585 LB5 UPLIFT) I TOP OF PLATE STOP OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION FILING JOIST. SEE PLANS I' 'U5P' STRUCTURAL CONNECTOR FOR SIZES AND SPACING Proposed Addition For: SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'U5P' STRUCTURAL STRAP HEADER. SEE PLAN FOR 'U5P' STRUCTURAL Knlp ing 51ZES CONNECTOR FOR RAFETR BE GAUGE MIN) L5TA MAY BE USED TO WRAP OVER • AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-LINE. MODELV5 RTIO (REF AND DOOR OPENINGS (REFER H2) (585 L65 UPLIFT) OR TO TABLE 3,3B ON SHEET RT20 (REF H7) (1105 L85 4'-0" OR LE55 ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED, SEE NOTES FOR SIZES t TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE FOR OPENINGS LESS THAN MATERIAL NOTES FOR SIZES 4'-0" USE SINGLE JACK AND AND SPACING FULL HEIGHT STUD AT EACH 'U5P' STRUCTURAL STRAP END. 1735 Clearview Ave MODEL# LTW12 (REF #LT5 12) (735 LBS UPLIFT) MAY ALSO Southold, New York 11971 'U5P' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) S•C.T.M•#I000-70-09-52 J015T CONNECTOR (UPLIFT 990 L65) MAY ALSO BE USED AS A STUD TO REVISIONS SINGLE SHOE. SEE MATERIAL NOTES 'AD55' U5P CGNNECTOR WITH (2) 3/4" FLOOR CONNECTOR. CARRIDGE BOLTS FASTEN TO DOUBLE STUD. 101015122 - Revised as Per Client FOR SIZES A 5/8" DIAMETER THREADED ROD CONNECTS 'U5P' STRUCTURAL STRAP UPPER AND LGAER CONNECTORS. PROVIDE FOR STUDS THAT ARE O BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF OFFSET MODEL# L5TA 12 FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. P (620 LB5 UPLIFT) O O TOP OF SUBFLOOR� rkTOP OF SUB FLOOR STUD TO STUD CONNECTION STUD TO STUD CONNECTION BOX BEAM OR 1 JOIST. SEE PLAN FOR DETAILS O 'U5P' STRUCTURAL STRAP 'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8" TO O MODEL# L5TA30 FOR 8" TO 10" JOIST USE 1_5TA36 FOR 10" JOIST USE L5TA36 FOR 12" JOIST. (RE,-ER TO TABLE LA 71 FLOOR DIAPHRAGM BRACING WITHIN Y' V, 12" JOIST. (EACH STUD) O LAST TWO BAYS OF FRAMING AT 4'-0" NAILING SCHEDULE)I FOR (REFER TO TABLE 3.3B ON O INTERVALS SHEET W-1 FOR NAILING SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR NOTES FOR SIZES 51ZES O O ADDITIONA51L 'U5P' STRUCTURAL O STRAP MODEL# L5TA 12 FOR OPENINGS GREATER THAN 4'-0" FOR OPENINGS LARGER THAN O 4'-0" USE DOUBLE JACK AND O EXTERIOR WALL STUD. SEE MATERIAL----,,,, GREATER THAN 4'-0" ROUGH OPENING FULL HEIGHT STUD AT EACH END. O NOTES FOR 51ZES AND SPACING ADDITIONAL 'U5P' STRUCTURAL STRAP O 'USP' STRUCTURAL STRAP MODEL# L5TAI8 FOR S" TO 10" J015T SEAL USE LSTA24 FOR 12" JOIST FOR MODEL# LT�112 (REF #LTS 12)(735 LBS IPL!FT) MAY ALSO BE OPENINGS GREATER THAN 4-0" USED AS AS I_UD TO RIM J015T CONNECTOP (EACH STUD) �R R SoC'Sr 'AD55' USP CONNECTOR WITH (2) 3/4" C��A CARRIDGE 9OL T5 FASTEN TO ANCHOR BOLT SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8"DIAMETER THREADED ROD AND FOR 51ZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCAT lON'5. PROVIDE DOUBLE STUDS A OZg16S AND STRAPPING FROM ROOF TO FOUNDATION As SHOWN. OF t4 FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM/RIM J015T Copyright 2022 STROMSKI architecture,p.c.All rights /�/� /�/�n reserved.The Architect reserves the right to reproduce this TOP OF SUBFLOOR TOP OF SUB FLOOR design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNEC7101i,•I alteration of these documents is a violation oEthe New York State Education Law.These drawings and specifications are an instrument of service and are the property of the Architect. These drawings and spec' fications are not to be used on any other project,except b written permission of the Architect HPAHD22 (4760 MODEL# I-;�=>,ND22. (4760 p i p y LB5 UPLIFT) LBS UPLIFT) MAY ALSO BE USED Ac A CORNLR HOLD PROJECT NO. 22-AR003 DOWN SEE FOUNDATION I ( II II v II FLOOR DIAPHRAGM BRACING WITHIN 1 GRADE PLAN FOR L t:'CATION I ( =---=I L--------------��___________----�1==== _ ____====�1=== SCALE As H]dDATE 06/2/2022 -- --------- --- LAST TWO BAYS OF FRAMING AT 4'-0" I r I I I 11 INTERVALS L I I �J NJ NJ DRAWN BY WP CHECKED BY RS d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3" SQUARE GRADE I MODEL# L5TA18 (870 LB5 UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36" FOR 8" TO 10" JOIST USE L5TA24 FOR REBAR MATERIAL NOTES FOR SIZES ° d #4 CONTINUOUS REBAR SET I (980 LBS UPLIFT) FOR 12" JOIST. (EACH STUD) (REFER TO TABLE 4" BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.3B ON SHEET W-1 FOR NAILING POURED CONCRETE FOUNDATION OR 4 4" BELOW TOP OF WALL. SCHEDULE) Detail Wall MASONRY BLOCK FOUNDATION. SEE a FOUNDATION PLAN FOR SIZES. 'USP' STRUCTURAL CONNECTOR Section & MP4F REF# TP4E(00 LBS UPLIFT) EVERY 36" Elevation ° 5/8" ANCHOR BOLT WITH 3" SQUARE BEARING PLATE ° a WASHERS EVERY 36" a SHEET d e d° W - 1 I TYPICAL WALL SECTION Scale: 3/4" = 1'-0" _2 TYPICAL WALL ELEVATION Scale: 3/4" = I'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL I A -� �� TABLE 3.� TABLE 3.1 NAILING SCHEDULE TABLE R301 .2.1 ,2 TABLE 3WOOD BORNE DEBRIS PROTECTION FASTENING U I STRAP CONNECTIONWINDSPEED (130 MPH) RIDGE CONNECTION REQUIREMENTS 3-ECONDIGUUSSPEED T (MPH) JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,C,D REQUIREMENTS EXPOSURE EXPOSURE FOR WIND /DL ASSUMPTIONS: 10 PSF l S11.1. ._ _T IIBII IICII l / 130architecture, p.c. COMMON NAILS BOX NAILS FASTNER SPACING NUMBER OF BD COMMON REQUIRED CAPACITY OF RIDGE FRAMING SPACING (IN.) ROOF SPAN (FT.) NAIL5 IN z EACH END OF GAGE STRAP12 ROOF PITCH ROOF SPAN (FT) CONNECTIONS (PLF) '�3� P.O.BOX I254 JAMESPORT,NY 11947 ROOF FRAMING PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LE55 PANEL PHONE(63I)779-2832 FAX(63I)779-2833 FASTENER TYPE OR EQUAL TO 4 FOOT SPAN LE55 THAN OR SPAN LESS THAN OR 12 I 2 12 136 RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3AA SEE TABLE 3.4A PER RAFTER EQUAL TO 6 FOOT EQUAL TO 8 FOOT 16 1 2 3:12 20 227 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3AA SEE TABLE 3AA PER JOIST 20 2 2 24 272 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) #8 WOOD SCREWS SEE TABLE 3.qA SEE TABLE 3.qA EACH LAP W/ 2" EMBEDMENT I611 loll 8" 12 24 28 2 3 28 318 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3.gA SEE TABLE 3.gA EACH LAP 32 363 16 12 32 2 3 36 40q COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS II II q„ 36 2 BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-10D EACH END W/ 2 EMBEDMENT RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D Y" LAG SCREW ANCHOR 12 113 4:12 16 150 EACH END u n n 20 188 24 226 W/ 2" EMBEDMENT 16 I6 16 WALL FRAMING FOR 51: 1 inch= 25.4mm, I foot=304.8mm, I pound=4.448 N 12 2 2 28 263 1 mile per hour=0.447 m/s 16 2 3 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-16D 2-I0 PER FOOT A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot MEAN ROOF 20 2 3 36 338 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH 51DE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. 28 2 4 5:12 16 118 HEADER TO HEADER (FACE NAILED) 16D 16D 16" O.C. ALONG EDGES B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD FASTNERS SHALL BE LOCATED NOT LESS THEN I FROM EDGE OF THE PANEL. 36 3 4 24 177 C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 17728206 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-10" 2-16D1'2 PER FOOT . 32 236 OF NOT LE55 THAN 2" INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5" 36 265 FLOOR FRAMING FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 16 2 4 16 81 Proposed Addition For: D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 3 4 6:12 20 108 VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 135 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-SD 4-IOD PER JOIST 1,500 LBS. 24 24 3 5 28 162 - BRIDGING TO J015T (TOE-NAILED) 2-8D 2-I0D EACH END - IBB 32 3 5 32 215 Knl fin BLOCKING TO J015T (TOE-NAILED) 2-8D 2-I0D EACH END 36 4 6 36 242 p BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-16D EACH BLOCK 12 76 LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST 7:12-12:12 16 102 Residence JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-5D 3-I0D PER JOIST PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 24 153 BAND J015T TO JOIST (END-NAILED) 3-16D 4-16D PER JOIST TABLE 3.qA 'TABULATED UPLIFT REQUIREMENTS ASSUME AROOF/CEILING DEAD LOAD OF 28 17B gpsf (O.60x15 psf=q psf)). IF A CEILING ASSEMBLY 15 NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D 3-16D PER FOOT RAFTER/CEILING JOIST HEEL JOINT CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY THE 36 229 ROOF LIVE LOAD GROUND SNOW LOAD TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF 30 PSF OF THE STRAP. 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR ROOF SPAN (FT) "MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS SD IOD (SEE TABLE 3.10) 12 24 36 12 24 36 , 2 TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO RAFTER SLOPE RAFTER SPACING (IN.) REQUIRED NUMBER OF 16D COMMON OR 40D BOX NAILS PER HEEL TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF = 6PSF) 1"xb" OR I"x8" 2-15D 2-I0D PER SUPPORT JOINT CONNECTION OVERHANG LENGTH AND THE JACK SPAN. ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION 1"XIO" OR WIDER 3-8D 3-IOD PER SUPPORT 12 3 5 a 3 6 q EXPOSURE "B" - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY 16 4 7 10 12 CEILING SHEATHING 3.12 Iq.2 4 8 12 5 10 14 EXPOSURE "C" - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: I73S Clearview Ave 24 5 10 15 6 12 18 RIDGE CONNECTION SPACING IN. 12 16 19.2 24 48 ,I II MULTIPLIER 1.00 1.33 1.60 2.00 4.00 Southold, New York I I97I GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7 EDGE/ 10 FIELD WALL SHEATHING 4:12 16 3 5 B 3 6 q FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.#IOOO-70-09-S2 Iq.2 3 6 q 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. STRUCTURAL PANELS 8D IOD 24 4 a 11 5 q 13 (SEE TABLE 3.11) REVISIONS 12 3 3 5 4 6 FIBERBOARD PANELS " EDGE/ 6 II FIELD 5:12 11 GA. GAL. ROOFING NAIL 19.2 3 5 7 3 6 q 1�1015122 - Revised as Per Client I/1/2" _ (0.120 xl-1/2 LONGx7/16 HEAD) 3 24 3 6 q 4 7 11 25/3211 11 GA. GAL. ROOFING NAIL _ a n 12 3 3 4 3 3 4 TABLE 3.4A 0 (0.120 xl-3/4(LONGx3/8 HEAD) 3 EDGE/ 6 FIELD 7:12 16 3 3 5 3 4 5 O GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10" FIELD 19.2 3 4 5 3 4 6 HARDBOARD BD Bp 24 3 5 7 3 5 a RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND (SEE TABLE 3.11) SPEED (MPH) O PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTURER) 16 3 3 4 3 3 4 LATERAL AND SHEAR CONNECTION DIAGONAL BOARD SHEATHING q.12 ,I II II II 2-8D 2-8D PER SUPPORT 242 3 4 4 3 1 q 6 1207 130 140 I x6 OR I x8 r REQUIREMENTS I"x10" OR WIDER 3-SD 3-8D PER SUPPORT 12 3 3 3 3 3 3 O 12:12 16 3 3 3 3 3 3 NUMBER OF 8D COMMON NAILS OR IOD BOX NAILS TOE-NAILED) O Iq.2 3 3 3 3 3 4 RAFTER/SPACING (TILING JOIST WALL HEIGHT (FT.) REQUIRED IN EACH RAFTER AND/OR CEILING J015T ToTOP O FLOOR SHEATHING 24 3 3 4 _3 I 3 5 SPACING (IN.) PLATE CONNECTIONVA4 STRUCTURAL PANELS 'HEELL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARING WAI L, 8 2 2 3 O III OR LESS 8D IOD 6" EDGE/ 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 10 2 2 3 WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR PURLIN5 To A LOA) O GREATER THAN I" IOD 16D 6" EDGE/ 12" FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 O n II II I' 2-SD 2-IOD PER SUPPORT . EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING J015T LAP SPLICES 10 2 3 3 I x6 OR I x8 TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEICPr OF CEILING O VYO" OR WIDER 3-8D 3-10D PER SUPPORT ASSEMBLY TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE 24 8 3 4 5 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING IS LOCATED AT THE BOTTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER. 10 3 4 5 O REDUCED. FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE, NO ATTIC STORAGE 15 ASSUMED, AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS: ' PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. CEILING HEIGHT / TOP PLATE TO RIDGE HEIGHT ADJUSTMENT FACTOR 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TD BE REDUCED TO I-16D NAIL PER FOOT. 112 2.00 2 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER O 1/3 1.50 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 1/ 1.330 -- I/5 1.25 25 1/6 1.20 3TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH 51DE OF RAFTER OR O 1/l0 1.I1 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE O 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT 8' 10, SEAL TOP PLATE TO ADJUSTMENT FACTOR RIDGE HEIGHT (FT) 10, 1.00 1.00 15, 1.15 1.25 �R ARG+� GIRDER SEE PLANS FOR _Lx:,-two 201 1.40 1.50 �5 STR / SIZES 4 TYPE Fiarn� a MODEL# PBS44 (REF# AC4) ENDWALL (UPLIFT 1815 LBS), MODEL# 'y� 42s16g O� P6566 (REF# AC6) (UPLIFT 1815 0 LBS) SEE PLAN FOR SIZES. F N� POST4X4 ACQ POST, 6X6 AGO � Copyright 2022 S'I'ROMSKI architecture,I I/2" SPACING A A reserved The Architect reserves the right to reproduce this_ hts . SEE PLAN FOR design in its entirety or any portion thereof.Unauthorized Y ALLOWS HOLDDOWN alteration of these documents is a violation of the New York SIZES +1~ TYPE. INSTALLATION ENDWALL BLOCKING State Education Law.These drawings and specifications are MODEL# PA44 (REF# an instrument of service and are the property of the Architect. AB44), MODEL# PA66E These drawings and specifications are not to be used on any I (REF# A66E) SEE PLAN CORNER STUD CONNECTED other project,except by written permission of the Architect. FOR SIZES. TO TRANSFER SHEAR 'AD55' USP CONNECTOR WITH PROJECT NO. 22-AR003 G I I GRADE 5/8" DIAMETER ANCHOR BOLT SCALE As Noted DATE 06/2/2022 a I AND (2) 3/4" CARRIDGE LAST Two °II I BOLTS. SEE FOUNDATION ® BAYS OF DRAWN BY WP CHECKED BY RS PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING 6" O.G. a 5/8" DIA. ANCHOR BOLT TITLE WITH loll MINIMUM EMBEDDED LENGTH INTO CONCRETE JOISTS Tables, ° Schedules and d Diagrams iagrams AT 4'-0' a INTERVALS ° SECTION A-A t d SHEET , TYPICAL POST SECTION Scale. 3/4" , .01I CORNER MOLD-DOWN Scale: 3/4I II-0 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2I -0II W - 2 __ FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS don%" F-0 _V I T] N I"Owl W _� P 6- U OStaD A :) U "IRmp- -rp- 0 .00q0%1 0 0 -0 -90 d" I S _]NO _ 'I Ce L; architecture,p.c. NDIITjT IfP.O.BOX I254 JAMESPORT,NY 11947 s..r PHONE(631)n9-2832 FAX(63I)779-2833 1735W A wv" _"W "wy7'0_1RK CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE OF CONTENTS FLOOR AREAS SING PROP05ED CONVERTED TOTAL COVER - PROJECT INFORMATION FIRST FLOOR SQUARE FOOTAGE - 1,142 SOFT. 157 SOFT. ADDITION N/A D-1 - DEMOLITION PLAN GARAGE SQUARE FOOTAGE - 261 SOFT. 0 SOFT. 178 SOFT. 81 SQFT. GARAGE REMAINING GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BONE SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD A-I - FOUNDATION PLAN TOTAL LIVING AREA - 1,142 SOFT. 157 SOFT. 175 SOFT. 1,477 59FT. TOTAL LIVING AREA UNDERlAYM1TtT A-2 - FLOOR PLAN SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESCAIGNTEGORY WEAT14ERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS A-3 - ROOF PLAN A-4 - ELEVATIONS 4 SECTIONS MODERATE SLIGHT TO W-1 - DETAIL WALL SECTION AND ELEVATION 25 130 YES YES I B SEVERE ' TO HEAVY MODERATE 15 YES N/A W-2 - TABLES, SCHEDULES AND DIAGRAMS GENERAL NOTES: AIR BARRIER AND INSULATION INSTALLATION SCHEDULE OF ABBREVIATIONS DESIGN LOADS TABLE R402.4.1.1 1. ALL CONSTRUCTION 514ALL C014FORM TO ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, A.D. ASH DROP USE LIVE LOAD [L.B/SOFTJ DEAD LOAD ILB/50FT.] ZONING AND ENERGY CODES, AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A.F.F. ABOVE FINISH FLOOR Proposed Addition For: BM. BEAM EXTERIOR BALCONIES 60 10 2. ALL PL.Ui'BING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND BRG. BEARING 40 SHALL BE INSPECTED AND APi'RGVED AS REQUIRED. G.J. CEILING JOIST DECKS10 A CONTINUOUS AIR BARRIER SHALL BE INSTALLED C.F.M. CUBIC FEEL` PER MINUTE PASSENGER V541CL.E GARAGES 50 10 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL CONFORMANCE WITH IN THE BUILDING ENVELOPE. CIAS CLOSET Knl fin THE NEW PORK STATE BUILDING 151RUGTION CODE. THE CONTRACTOR IS TO VERIFY ALL THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR-PERMEABLE INSULATION 514ALL NOT BE USED C.O. CLEAN OUT ATTICS WITHOUT STORAGE 10 10 g GENERAL REQUIREMENTS CONTINUOUS AIR BARRIER. AS A SEALING MATERIAL. CAN. CONCRETE 20 10 CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONStBL.E FOR BREAKS OR JOINTS IN THE AIR BARRIER SHALL G.M. CARBON MONOXIDE DETECTOR ATTICS WITH STORAGE SAME. BE SEALED. CSMT. CASEMENT ROOMS OTHER THAN SLEEPING ROOMS 40 10 501 i ON CAPACITY MINIMUM. C.T. CERAMIC TILE Residence 4. ALL FOOTINGS SHALL BEAR CN UNDISTURBED L, T psf THE AIR BARRIER IN ANY DROPPED D. DRYER SLEEPING ROOMS 30 10 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS CEILING/SOFFIT SHALL BE ALIGNED WITH THE DIA. DIAMETER )��IDHUNG STAIRS 40 10 INSULATION AND ANY GAPS IN THE AIR BARRIER THE INSULATION IN ANY DROPPED CEILING/SOFFIT 54ALL BE 3500 psi AT 28 DAYS MINIMUM CEILING/ATTIC SHALL BE SEALED. SHALL BE ALIGNED WITH THE AIR BARRIER. D.J. DECK JOIST GUARDRAILS AND HANDRAILS 200 10 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. E-1,600,000 psi AND ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE DN. DOWN fb- EQUIVALENT TO MEMBER SIZE:. ALL GLU LAM BEAMS TO HAVE AN E-1,800,000 psi AND AN WALL DOORS TO UNCONDITIONED ATTIC SPACE DW. DISHWASHER GUARDRAILS IN-FILL COMPONENTS 50 10 fb-2,400 psi. ALL LAMINATED VENEER LUMBER NEADER5 AND BEAMS TO HAVE AN E-1,900,000 Psi 514ALL BE SEALED. F.A.I. FRESH AIR INTAKE F.D. FLOOR DRAIN FIRE ESCAPES 40 10 AND AN fb-2,600 psi, ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN CAVITIES WITHIN CORNERS AND HEADERS OR Fly FOUNDATION fb-2,900 psi. FRAME WALLS SHALL BE INSULATED BY J. FLOOR JOIST 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING PARALLEL TO THE WALLS THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELY FILLING THE CAVITY WITH A FPS.C. FIREPROOF, SELF-CLOSING PRESCRIPTIVE DESIGN METHODS DIRECTION OF THE JOISTS, OR A S INDICATED ON PLANS. PLATE SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE OF R-3 THE JUNCTION OF THE TOP PLATE AND T14EFIG. FOOTING TOP PER INCH MINIMUM. H.B.(D, FIXED 130 MPH WIND ZONES OF EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR ° w 8. ALL H OV EADERS ER DOORS AND WINDOWS SHALL BE 2-2'XIO' 0 4' WALLS AND 3-2hAO' @ 6" FRAMED WALLS SHALL BE INSTALLED IN G GALVANIZED INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - CONTRACT WALLS OR AS DESIGNATED ON T14E PLANS. KNEE WALLS SHALL BE SEALED. L SUBSTANTIAL AND CONTINUOUS . GLASS HOSE Blew FAMILY DWELLINGS (2015 EDITION) �° ' .� � I735 Clearview Ave " ALIGNMENT WITH THE AIR BARRIER. H.C. HANDICAPPED 47 Southold, New York I I97I 9. PROVIDE 36 NIGH RAILINGS D�lI1T1EVER DECKS OR STOOPS EXCEED 3O" ABOVE GRADE. RAILING ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ONE SHEETS W " HDR. HEADER " S S.C.T.M.#I000-70-09-52 SHALL BE BUILT 50 AS NOT TO AI.L.OW THE PASSAGE OF A 4 SPHERE THROUGH ANY OPENING. THE SPACE BETWEEN WINDOW/DOOR JAMBS AND W-1 AND W-2. x °, WINDOWS, SKYLIGHTS H.M. 1*�LLOb1 MEi AL o AND DOORS FRAMING, AND SKYLIGHTS AND FRAMING SHALL K.S. KITCHEN SINK 7r°r , § 10. PROVIDE DIRELY' WIRED SMOKE DETECTORS IN AND ADJACENT TO ALL SLEEPING AREAS. BE SEALED. LAV. LAVATORY I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0" `' 4 PROVIDE CARBON MONOXIDE DETIr-TORS As PER LOCAL REGULATIONS. INTERVALS VACS ( ACHED WI 1 DEGKLOOR EDGEIS) MUST GBE PROVIDED WITHIN THE LAST TWO - S0'' �. REVISIONS Il. PROVIDE 5/8 TYPE X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR BARRIER. RIM JOISTS SHALL BE INSULATED. L.C. LINEN CLOSET ° , � � MECN. MECHANICAL :. REQUIRED. FLOOR FRAMING CAVITY INSULATION SHALL BE MIN. MINIMUM INSTALLED TO MAINTAIN PERMANENT CONTRACT MAX. MAXIMUM 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. °. ° :: f:; M' 384. , 1 10/5/22- Revised as Per Client 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. WITH THE UNDERSIDE OF SUBFLOOR DECKING, OR MLDG. MOULDING PROVIDE I-I/4 X 20 GAUGE METAL STRAP FASTENED A5 PER SHEET W-1 TABLE 3.4 AND FLOOR FRAMING CAVITY INSULATION SHALL BE M.O. MASONRY OPENING DRAWINGS ON SHEET W-2. �3 ° ~: �� >:'•: ::' o ►� O 12 14/23- Reduced Fwrpr nt FLOORS (INCLUDING I SHALL BE INSTALLED AT ANY PERMITTED TO BE IN CONTACT WITH THE 70P N.I.C. NOT IN CONTACT ° •.'+';.'° N INK 1, 13. ALL UV HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED FASTENERS. PROVIDE THE AIR BARRIER O.C. ON CENTER 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE ' � `� 9 4• 3 1123124 - Revised Permit Set APPROPRIATE CRATED HANGERS WHEN USED IN CO ABOVE GARAGE AND NNECTION WITH TREATED MATERIAL. CANTILEVERED FLOORS} EXPOSED EDGE OF INSULATION. SIDE OF SHEATHING, OR CONTINUOUS INSULATION �Rolg� 303. m a tF,y 06 O INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING O.H. OVERHEAD NAILING SCHEDULES OF SHEET W-I TABLE 3.4A, 3.M. 14. PROVIDE CONTINUOUS FIRESTCIP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN F AOR AND EXTENDS FROM THE BOTTOM TO THE TOP OF P.C. RISER CONCRETE 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN •� ' `'::``::+;':: : ::' `r'''° w c �e Fp„ 0-- SPACES AT BEARING PARTITIONS TO LIMIT DIM13`1510N5 OF CONGEALED SPACES TO ItN-0" ALL PERIMETER FLOOR FRAMING MEMBERS. RAD. RADIUS SHEET A-2 AND SHEET W-1 DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE �. ' H / S 0 o t27x h oCN VERTICALLY E 10'-0' HORIZONTALLY AS DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS R602.8 REF. REFRIGERATOR FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. ` : '.. ��qC r R O EXPOSED FAR I U ID CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR INSUlATIONI, ':° � �kE?. '• � �`,�a•�.;•..' GAR y b �lN AND R502.12. REINF. REINFORCED A Gf 1b . sr 1 CRAWL SPACE WALLS SHALL BE COVERED WITH CLASS I VAPOR INSULATION SHALL BE PERMANENTLY ATTACHED R.F. RESILIENT FLOX PING 5. ROOF', WALL AND FLOOR SHEATHING FASTENING SCHEDUI E5 ARE PROVIDED ON SHEET �2 • tv Ga>F __ r � �X 15. ALL ITEMS NOT SPECIFICALLY L15TED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED RETARDER WIT 14 OVERLAPPING JOINTS TAPED. TO THE GRAWLSPACE WALLS. R.R. ROOF RAFTER W-I TABLE B.I. FROM THE PREMISES. DUCT SHAFTS UTILIT7 PENETRATIONS AND FLUE S.D. SMOKE DETECTOR ' .. 303, x I•s 16. ALL ITEMS LISTED AS BEING 'RETAINED FOR RE-USE ARE 70 BE REMOVED IN SUCH A WAY AS SHAFTS, PENETRATIONS SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED $lI. 1 PL. SHELF t POLE 6, ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURERS $ O 1Y.6 r SPECIFICATIONS. '_' 4•e1 O NOT TO DAMAGE OR CT 14ERW15E 'RENDER THE ITEM UNUSABLE. ALL ITEMS ARE TO BE STORED AS SPACE SHALL BE SEALED. SOFT. SHOWER SQUARE � �[�' DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE FI TTS IN NARROW CAVITIES SHALL BE CUT TO T.C. TERRA COTA GROVE TONGUE # 17. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY DISCREPANCIES NARROW CAVITIES FIT, OR NARROW CAVITIES SHALL BEUPPER I/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED A5 PER TABLE 3.6 ON SHEET N J Nc TO THE ATTENTION OF THE OWNER AND ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE PERMANENTLY ATTACHED TO THE CRAWLSPACE TEMP. TEMPERED GLASS W'2 TYP. TYPICAL LNG 8. ALL STRAPPING CAN BE INSTALLED OVER $HEATING ONLY IF THE FASTENERS IDENTIFIED x _12Z (p CONTRACTOR SHALL ASSUME RE:iPL1N5181LITY FOR FIELD CHANGES WHICH VARY FROM T14E WALLS. ° ^� 1� � O CONSTRUCTION DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN 51ZE AND LENGTH BY THE V x GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN V.I.F. VERIFY IN FIELD � •�° // x� O OBTAINED. WIDTH OF THE SHEATING SUBSTRATE BEING USED. GARAGE AND CONDITIONED SPACES. W. WASHER ° C�• N O 18. CONTRACTOR TO PROVIDE ADEEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL W.C. WATER CLOSET ° INTEGRITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION. RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE WD• WOOD ° ' ° ^ RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL.BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR W.F. WATER FOUNTAIN �1,� Q� O 1Z3 O A. THE CONTRACTOR 5HALL PRO'/IDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF TO THE DRYWALL.. TIGHT AND IC RATED. W.H. TER HEATER � EXCAVATION AND CONSTRUCTION. BATT INSULATION SHALL BE CUT NEATLY TO FIT W.W.F. WELDED WIRE FABRIC C6 O 20. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT WEATHER ENTRY INTO AROUND WIRING AND PLUMBING IN EXTERIOR ZOp, O EXISTING AREAS OF THE CONSTRUCTION PROJECT AND CLOSE-OFF NON-CONSTRUCTION AREAS FROM PLUMBING AND WIRING WALLS, OR INSULATION THAT ON INSTALLATION .b x_Mz ,4a8 -1J DUST WITH PLASTIC TARPS. READILY CONFORMS TO AVAILABLE SPACE SHALL 1L7 ' O EXTEND BEHIND PIPING AND WIRING. x > I 21. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL DECIDE ON AN THE AIR BARRIER INSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS r AND 4. xM ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO STORE MATERIALS. THE CONTRACTOR ON ADJACENT TO SHOWERS AND TUBS SHALL O 5NALL. REPAIR ANY DAMAGE TO THE SITE DUE TO CONSTRUCTION. EXTERIOR WALL SEPARATE THEM FROM THE SHOWERS AND TUBS. TUBS SHALL BE INSULATED. ~ Y f0 e ° O m 22. THE PLUMBING CONTRACTOR IS TO LOCATE AND DISCONNECT ALL SUPPLY AND WASTE LINES THE AIR BARRIER SHALL BE INSTALLED BEHIND t a O AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO MAINTAIN SERVICE THROUGHOUT THE REST OF e I ELECTRICAL/PHONE BOX ELECTRICAL OR COMMUNICATION! BOXES OR •° xMJ THE HOUSE. ON EXTERIOR WALLS AIR-SEALED BOXES SHALL BE INSTALLED. „• 3.0. SEAL i ° ^ 23. THE ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR THE REMOVAL AND/OR RELOCATION OF HVAC REGISTER BOOTS THAT PENETRATE ELECTRICAL WIRING AND FIXTURES AS REQUIRED. HVAC REGISTER BOOTS BUILDING THERMAL ENVELOPE SHALL BE SEALED � & 24. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A SITUATION IS TO THE Sl1BFL00R OR DRYWALL. ° ,�j© _U2 ENCOUNTERED WH104 COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE WHEN REQUIRED TO BE SEALED, CONGEALED FIRE `° • 'D�ck p`1 x �5�� STR ARC CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE IN CONSTRUCTION SPRINKLERS SHALL ONLY BE SEALED IN A DETERMINATION. MANNER THAT 15 RECOMMENDED BY THE A ° ti cF Wx STfPS TO BE MD ILT 25. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OF CONCEALED SPRINKLERS MANUFACTURER. CALKING OR OTHER ADHESIVE THE UNDERSIGNED AND TO THE 13EST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BE ANTS SHALL NOT BE USED 70 FILL VOIDS • ,c ° • ,�, ,y0. �' ' a. �4< A=1ON t57 SGt.FT. BETWEEN FIRE SPRINKLER COVER PLATES AND .: � °. � �. BELIEF MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. WALLS OR CEILINGS. •� GgK eP srORy ��+s,,0 ¢Sc MOSTING 26. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. BOLTS @ 24' O.C. f` PROPANE TA"(2) Q4. yJ, 02916E O (HOIRIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF BOLTS 2' IN FROM TOP AND BOTTOM OF : ' ` IMF o rAna1 P m Pn� SYMBOLS: WALL LEGEND: iQ�,, B tt' ?. M ss,e ypG� � BEAM. SYMBO OF N� 27. 'TRUSJOST' 'SILENT FLOOR" SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO � 3 MANUFACTURER 5 5PFCIFICATIO W5. ALL JOIST HANGERS 54ALL BE COMPATABL.E TO JOISTS. ? ° ���395 p0 p .za,a �' ' S.D. SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERCONNECTED AND HARDWIRED EXISTING WALL TO REMAIN �' .12 �Y' �Be' q Vic` 3�\\ ��t Copyright 2022 STROMSKI architecture,p.c.All rights CONTRACTOR TO OBTAIN JOIST LAYOUT FROM 'TRUSJOIST PRIOR TO START OF CONSTRUCTION. reserved.'I'lre Architect reserves the right to ceprodum this CAN CARBON MNU,"�(IDE DETECTORS SHALL BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND HARD WIRED =___= EX15TINEi WALL TO BE REMOVED °i'` . ° rti `£\\�\ design in its entirety or any portion thereof.Unauthorized 28. IF ANOTHER ENGINEERED JOIST MANUFACTURER IS USED. THE COMPANY MUST INSURE THAT .� r w alteration of these documents is a violation of the New York THEIR PRODUCT MEETS OR IXC.17:DS THE DESIGN CRITERIA'$ USED BY 'TRUSJOIST'. CONTRACTOR ® NEW 2' X 4" WOOD FRAME WALL `..`� x �^ o 10 State Education Law.These drawings and specifications are TO OBTAIN JOIST LAYOUT FROM THE MANUFACTURER PRIOR TO START OF CONSTRUCTION. 0 WINDOW DESIGNATIONI (51� WINNOW SCHEDULE) x a '�' 1�8 ��11�1'o � a a an ese rinnentdrawings s service and are the property of the Architect NEW 2' X 6' WOOD FRAME WALL '. •° ' �T PICKET FENCE These drawings and specifications are not to be used on any 29. ALL ITEMS ARE TO BE STORK AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE ? DOOR DESIGNATION (SEE DOOR SCHEDULE) ® 0 .0 SOFT. 3U ice project,except r O a 3g, other ect,exc t b written permission of the Architect. BY WEATHER AND/OR C.ONSTRUC'fION. LOAD BEARING WALLS ° x '�} ' ' t�a'�°j� INi 03G SECTION MARK (DWG#/SHED !--:�-�� fir :: °;`°N LM WAtE 30. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE DISPOSED OF IN -�' L�� NEW P.C. CONCRETE WALL ° .�,��° :•l`yAl ° PROJECT NO. 22 ARo03 ACCORDANCE WITH T14E REQUIREMENTS OF THE MUNICIPALITY IN WHICH T14E PROJECT 15 LOCATED. /� M DETAIL SECTION MARK (DWGtk/SHEET) FIRE BRICK v S i SCALE 1�4 -1_�' DATZ 06/2/2022 31. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED WHICH COULD NOT BE DETAIL DRAWING MARK (DWG#/SHEET) STANDARD BRICK °. ♦ .� 29 DRAWN BY TLD CHECKED BY RS DETERMINED PRIOR TO CON5TRUI'_TION START THEN THE CONTRACTOR SHALL NOTIFY THE • . ° 30 y ° r xJ Q.Q TITLE ARCHITECT FOR AN INSPECTION AND CHANGE IN GONSTRUGTICNI DETERMINATION. DROPPED MASONRY 32. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHALL CALL ° xJ _ xA4 FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. THE (UTILITY CALL CENTER - 01L BEFORE YOU DIG) NUMBER IS n I-800-272-44W. ADVANCE NOTICE: OF 2 TO 10 DAYS MAY BE NECESSARY. CO Pro1�eCt J a• � P O 9 v�. Information 02 fi4- °q A ° SHEET Cove-I �. • fro. 1 SITE PLAN Scale= 1/41 - 1'-01 Cover PROPOSED SMO—MSKI architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 Proposed Addition For: Knipfing Residence EXISTING WOOD FRAME STEPS TO BE REMOVED AND REPLACED I ----------------------------------- - I--I--------- --------- I I L��_ - - - I I I I I I 0 I I 00 j I I i I73S Clearview Ave Southold, New York 11971 ' 00 I I I i S.C.T.M.#I000-70-09-S2 11 It I NEW OPENING INTO PROP05ED MUDROOM REVISIONS O —to I ( j EXISTING DOOR TO BE REMOVED i ---------------------- SYMBOL LEGEND: 101015122- Revised as Per Client I I L--------- -- I �2 12/14/23 - Reduced Foorpdnt ®. INTERCONNECTED AND HAINGLE AND MULTI-STATIR�DW�RED MOKE ALARM TO BE 1123124- Revised Permit Set __ _ II O I ------ ----------------------------- I) / i mm CARBON MONOXIDE DETECTORS 514ALL BE INSTALLED O L i Cm AS PER MANUFACTURER'S SPECIFICATIONS AND HARD I i WIRED O I I I ' I ?? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) O I I O I I I I I I ?O DOOR DESIGNATION (SEE DOOR SCHEDULE) O - I I I I SECTION MARK (DWG#/SHEET) O I DETAIL SECTION MARK (DWG#/514EET) O ®—" DETAIL DRAWING MARK (DWG#/SHEET) O I i O I O ql WALL LEGEND: O I I I I I I O EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED O ® NEW 2' X 4" WOOD FRAME WALL O ' 0 I NEW 2' X 6' WOOD FRAME WALL I I LOAD BEARING WALLS SEAL I I NEW P.G. CONCRETE WALL j FIRE BRICK L------------------------------------------------------------------------------- ------------------------------------------------------------------------------� STANDARD BRICK ��� ARC'�i �� STRO DROPPED MASONRY �� �s nA 10291�� ©4 OF t4 Copyright 2022 STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this design in its entirety or any portion thereof,Unauthorized i DEMOLITION PLAN SeAtet 114" a P-0" alteration of these documents is a violation of the New York State Education law.These drawings and specifications are EXISTING an instnunent of service and are the property of the Architect These drawings and specifications are not to be used on any other project,except by written permission of the Architect. PROJECT NO. 22-AR003 SCALE 1/4"=V-0" DATE 06/2/2022 DRAWN BY TLD CHECKED BY RS TITLE Demolition Plan SHEET W, architecture, p.c. P.O.BOX 1254 JAMFSPORTNY 11947 PHONE(631)779-2832 FAX(631)779-2833 E � V E TYPICAL CORNER HOLDDOWN DETAIL: OUTSIDE CORNER CONDITION Proposed Addition For: Knipfing Residence INSIDE CORNER CONDITION CLI NOrE51 ADJUST LOCATION OF CORNER flOLDDOWN TO ALIGN WITW CENTER LINE OF EXTERIOR WALL ABOVE 1735 Clearview Ave 4 Southold, New York I 197 1 A-4 < A-4 S.C.T.M.#IOOO-70-09-52 REVISIONS r-------------i ------------------ - 13'-0' 0 -4-0!---- _7!�ZL------- z ------- A-4 F 1 10/5/22- Revised as Per Client 0 ---- SYMBOLD: -2 rx --- X8-U2 GI 2 12/14/23- Reduced Foorprint Vo- ------ ------- ---------------- -- --- 18' DIA. 0 DIAl 'XB' ACQ 0 SINGLE AND MULTI-STATION SMOKE ALARM TO BE D.J. @ 16' O/C ZP i LINE OF CANTILEVER ABOVE 5.D. INTERCONNECTED AND HARDWIRED T 1/23/24 - Revised Permit Set I 2'xB' AC9 LEDGER - De ck eck Struct. Added I' 2'X5' CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ------ — - - CORNER WOLD-DOWN kNM R CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD 2�0 ACQ DRILL * GROUT#5 REBAR 0 AS PER SHEETS W-1 kND 11-2 WIRED 34 E5_1A*%-J1 ..... ----- D.J. 0 1 (TYPICAL ALL) 12 VERTICALLY ON CENTER ,n in CAVITY In- WINDOW DESIGNATION (SEE WINDOW SCHEDU LE)CUT A 32�GV OPENING IN INSULATE FLOOR CAVI WIN INATON NO 0 EXISTING FOUNDATION WALL FOR ACCESS TO 0 CRAWL SPACE CRAWL PACE I FRI DOOR DESIGNATION (SEE DOOR SCHEDULE) 0 PROPOSED NOW DRILL 4 GROUT #5 REBAR @ 4' X 4' AM POST SECTION MARK (DWr4#/5HEET) O 12' VERTICALLY ON CENTER WITH METAL POST .10" DETAIL SECTION MARK (DWG#/514EFT) 0 LEAVE EXISTING AN FOUNDATION DROP FOR DETAIL DRAWING MARK (DWG#/5HEET) ACCESS AND VENTILATION '_ALQ_UPkEE ME b' DIA.- J a04ORI PROVIDE PLASTIC POLY-- CRAWL 5P)LE 8' IA. O WALL LEGEND: VAPOR BARRIER OVER GARAGE 5LA 3 -_ - _J CONCRETE SLAB I EX15TING WALL TO REMAIN -------- -- EXISTING WALL TO BE REMOVED 2' X 8' FLOOR JOIST ---------- - 2'X8' ACO @ 12' ON CENTER D.J. @ 16, O/C NEW 2' X 4" WOOD FRAME WALL EM NEW 2' X 6' WOOD FRAME WALL r7= WAD BEARING WALLS SEAL INSULATE FLOOR CAVITY NEW P.C. CONCRETE WALL FIRE BRICK .11 1 ARC STANDARD BRICK S Tf? A// DROPPED MASONRYLUO C, CORNER HOLD-DOWN ANCHOR t-2) 2'YRVLOOR JOIST AS PER SHEETS W-1 AND W-2 (TYPICAL ALL)(DRILL AND E30XY ANCHOR BOLT AS z REQUIRED FOR HOLD DOWN) 029169 PROVIDE TREATED WOOD PLATE AT SLAB (2) 21 X 61 ACO SILL PLATE WITH SILL SEAL OF t4 H SAWCUT EXISTING FOUNDATION 'COP-R-TV TERMITE SHIELD AS REQUIRED FOR NEW MAN 5/8l ANCHOR BOLT5 @ 361 ON CENTER MAX, AT EACH SIDE OF EVERY Copyright 2022 STROMSKI architecture,p.c.All rights DOOR OPENING, WITHIN 61 TO 121 OF THE END OF EACH PLATE, AND WITHIN 121 reserved.The Architect reserves the right to reproduce this OF EAC44 CORNER. design in its entirety or any portion thereof.Unauthorized PROVIDE 14OLDDOWN AS PER SHEETS W-1 AND W-2 alteration of these documents is a violation of the New York 15' POURED CONCRETE FOUNDATION WALLS State Education Law.These drawings and specifications are 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any PROVIDE (2)#5 REBAR CONTINUOUS IN ALL 610 FOOTINGS 4' POURED CONCRETE FLOOR SLAB other project,except by written permission of the Architect. 4 D/'ANDERSEN'FOUNDATION BASEMENT WBELOW GRADE INDOW PROJECT NO. 22-AR003 INPROOF I I A-4 PROVIDE BOX BEAM TO SILL PLATE CONNECTORS AS PER SHEET W-2 SCALE 1/4"=1'-0" DATE 06/2/2022 INSULATION NOTES DRAWN BY TLD CHFCKED BY -R-S R-21 INSULATION WITH WIRE TIES AT FIRST FLOOR TITLE R-21 INSULATION AT EXISTING FLAT CEILING ABOVE GARAGE R-Iq INSULATION BLANKET AT EXISTING FLAT CEILING ABOVE GARAGE R-21 INSULATION WITH BAFFLES AT SLOPED CEILINGS R-35 AT FLAT CEILINGS OF ADDITION R-21 INSULATION AT 51X INCH EXTERIOR WALLS FOUNDATION PLAN Scale: 114' V-O' AIR SEAL BOX BEAM AS REQUIRED Proposed PROPOSED Basement Plan SHEET A - 1 s WINDOW SCHEDULE 5Yh1BOl. MANUFACTURER TYPE DESIGNATION VENT AREA G1A55 AREA UNIT AREA EGRESS REMARKS A❑ ANDERSEN DOUBLE HUNG (3)3046 1725 SF. 30.93 5F. 44.55 SF. YES architecture, p.c. ® ANDERSEN DOUBLE HUNG (2)3046 11.5 5F. 20.62 SF 29.7 5F. YES © ANDERSEN DOUBLE HUNG 24210 2.58 SF. 4.46 5F. 7.58 5F. NO P.O.BOX I254 JAMESPORT,NY 11947 �D ANDERSEN AWNING AR281 1.2 SF. 2.3 5F. 3.7 5F. NO PHONE(63I)779-2832 FAX(63I)779-2833 NOTES, I. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1946 AND OF ASTM E M. IF IMPACT RESISTANT GLAZING IS NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' AND A MAXIMUM SPAN OF 8' 514ALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EACH OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANELS MUST BE FASTENED AS PER TABLE R301.2.1.2 ON SHEET W-1. DOOR SCHEDULE EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION VENT AREA UNIT AREA REMARKS 03Q x 6 TNERMA TRU HINGED 3068 19.8 SF. 19.8 5F. 9 LITE 21 x 6 d THERMA TRU HINGED 266E 16.6 5F. 16.6 5F. 9 LITE It/ RAILING REQUIREMENTS: Q epx 7°' cusroM I DOUBLE HINGED cusrOM DOOR -36' HIGH GUARD RAILS ARE REQUIRED ON ANY INTERIOR DOORS DECKIPORC14 WHEN THE DISTANCE FROM FINISH DECK SYMBOL SIZE TYPE REMARKS LEVEL TO GRADE BELOW EXCEEDS 30' IN HEIGHT. ANYTHING LESS THAN 30' DOES NOT REQUIRE A GUARD 0 2�x 6° HINGED RAIL BY CODE. BE 34'-36' H1GH MEASURED Proposed Addition For: OB 2�x 6 n HINGED INSULATED STEEL DOOR WITH 45 MIN FIRE RATING AND SELF CLOSING HINGES VERTICALLY FROM TREAD NOSING. _7 ONE 0 1 � -STAIR S x 6 n HINGED SIDE OF ANY T ILS ARE REQUIRED WITH FOUR OR MORE RISERS. 0 D 34z 6 DOUBLE HINGED -36' CLEAR WIDTH OF STAIR FROM RAIL TO RAIL Knipfin 1 NOTES:i. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E, UNLESS NOTED OTHERWISE. CONFIRM RAILING OPTIONS WITH OWNER. 2. GLAZED OPENING PROTECTION SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST OF A5TM E 1996 AND OF ASTM E 06. IF IMPACT STAIR Nos Residence RESISTANT GLAZING 15 NOT PROVIDED THEN WOOD STRUCTURAL PANELS WITH A MINIMUM T14ICKNE55 OF 7/10 AND A MAXIMUM SPAN OF B' SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS FOR EAC4I OPENING SHALL BE PRECUT, LABELED, AND STORED WITH ATTACHMENT HARDWARE. PANEL A - STAIR 4 RAIL TO BE BUILT IN FIELD ONCE HEIGHTS AND MUST BE FASTENED AS PER TABLE R3012.12 ON 514EET W-1. GRADE ARE ESTABLISHED. -PROVIDE EQUAL RISERS FOR EACH FLIGHT OF STAIRS. -8 1/4 MAX RISER AND 9' MIN TRFARD -PRODUCT OF MULTIPLYING THE RISE AND RUN OF STAIR CNOULD BE BETWEEN 70 AND 77 1/2 I735 Clearview Ave 4 SYMBOL LEGEND: Southold, New York 11971 A-4 S.C.T.M.#I000-70-09-52 Gb SINGLE AND MULTI-STATION SMOKE ALARM TO BE S.D. INTERCONNECTED AND HARDWIRED REVISIONS 6-9 6-9 NEW WOOD a PLATFORM FRAMED ,� s CARBON MONOXIDE DETECTORS SHALL BE INSTALLED O 1015/22- Revised as Per Client °Z WITH GUARD AND HAND A-4 -- ------------------ -- ---------------- i A-4 GM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD III RAILS As PER CODE A 2 1 �� _ I WIRED 12114123 - Reduced Foorprint 5'-0' m 8'-0' § Nlxq I ; 03 1123/24 - Revised Permit Set IAI I i Q? WINDOW DESIGNATION (SEE WINDOW SCHEDULE) ®215125- Deck Struct. Added o a F i ? DOOR DESIGNATION (SEE DOOR SCHEDULE)SLOPED i FLAT i 5 �-� SECTION MARK (DWG#/SHEET) O �I i CEILING i CEILING i CE UN DETAIL SECTION MARK (DWG#/SHEET) Jill 11j :FAMILY ROQI - B o o I >=111 I PROPOSED I $ 1 ��' DETAIL DRAWING MARK (DWG#/SHEET) o BEDROOM I I i i �==nn EXISTING ]� 6 _ III i i I . o DOC )- - 1.� 2'x6' COLLAR TIE O BATHROOM IK TCHFN NEW SUBFLOOR TO BE N 1: rl @ I6 ER I EXISTING EXISTING FLUSH S FLOOR. i i la WALL LEGEND: I I o 2-0 4 3 OT 16-II I EXISTING WALL TO REMAIN O t I =___= EXISTING WALL TO BE REMOVED O ------ ----------------------------- �l�e4' O CMS D. i ® NEW 2' X 4' WOOD FRAME WALL O MUD ROOM 1 1 _ ® NEW 2' X 6' WOOD FRAME WALL - o PROPOSED I I I ® LOAD BEARING WALLS 1 � ,:=:,�.; NEW P.G. CONCRETE WALL in O �� 2-03'-2 7'-2' �' 4' i CUM 4 FIRE BRICK O I STANDARD BRICK DINING ROOM Q : EXISTING IX. 2'x6' G.J. ] i ® DROPPED MASONRY SEAL 16 ON CENTER BATH OPOSED a, 00 © I E BEDROOM BEDROOM c 0 RO�s ��1 EXISTING EXISTING cLos- B III ° ; WALL CONSTRUCTION ;.. I ac v I *' SIDING MATERIAL TO MATCH EXISTING m I 'BL.UE5KIN' OR EQUAL AIR INFILTRATION BARRIER 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 29169�•9� O ¢ 514ELVIW I 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' O = 1 X 4' TOP PLATE F N� GARAGE 7 i 2' X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2' d EXISTING 2 X 6' TOP PLATE (AS SHOWN ON PLAN) 1 1/2' GYPSUM WALL BOARD ALL WALES AND CEILINGS (MOISTURE Copyright 2022 STROMSKI architecture,p.c.All rights WD M I RESISTANT WALL BOARD AT BATHROOMS) reserved.The Architect reserves the right to reproduce this 1 t; 5A' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING design in its entirety or any portion thereof.Unauthorized EXISTING I N 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND alteration of these documents is a violation of the New York 3 I State Education Law.These drawings and specifications are -- -- - - ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR an instrument of service and are the property of the Architect GRILLE PATTERNS) These drawings and specifications are not to be used on any PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION other project,except by written permission of the Architect. EXISTING GARAGE DOOR CONNECTORS AS PER 5HEFT W-2. TO BE REMOVED, NEW PROJECT NO. 22-AR003 CUSTOM HINGED DOUBLE SCALE 1/4"=V-0" DATE 06/2/2022 DOOR FOR ACCESS TO 4 FLOOR CONSTRUCTION STORAGE A-4 FLOOR FINISHES AS PER PLAN DRAWN BY TLD CHECKED BY RS 3/4' TONGUE AND GROOVE PLYWOOD 514FAT14ING NAILED AND GLUED D 2'x8' DOUG FIR FLOOR JOISTS @ 12' ON CENTER TITLE FOUNDATION CONSTRUCTION FLOOR PLM Smote: 1/4' . 1'-O' Prop o s e cl A-2 PRIED Floor Plan SHEET A - 2 3 S,1R - SKI architecture,p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 Proposed Addition For: Knipfing Residence I735 Clearview Ave 4 Southold, New York 11971 A-4 S.C.T.M.#I000-70-09-52 REVISIONS 51MBOL LEGEND: 101015122- Revised as Per Client ® SINGLE AND MULTI-STATION SMOKE ALARM TO BE 2 12114123- Reduced Foorpnnt r r--- - ---- ---- -- S.D. INTERCONNECTED AND HARDWIRED 03 1123/24- Revised Permit Set --- - - -- - - -- --- -- - --- - - -- - ---- - - - - - - - - - - ----- ---- , P816, ONCVfYW�ENT� 1 1 CARBON MONOXIDE DETECTORS SHALL BE INSTALLED O d' CM AS PER MANUFACTURER'S SPECIFICATIONS AND HARD O i I I I I TRIM BACK EXSST!"�G ROOF I I I WIRED RAFTERS AS REQUIRED FOR I s I I O I I 1 1 NEW ADDITION II II II I � I 2"x8' ROOF RAFTER I I R WINDOW DE5IGNATION (SEE WINDOW SCHEDULE) O 16 TER O 11 I L11 0 DOOR DESIGNATION (SEE DOOR SCHEDULE) _ __ j I F- I I I I '�� j PROVIDE (4) 2' X 4' i j O WOOD POST TO UNDER TRIM BACK EXISTING ROOF "�''-; SECTION MARK (DWG#/SHEET) 1 1 I I I I I I SIDE OF RIDGE I I RAFTERS AS REQUIRED FOR O NEW ADDITION �►--� DETAIL SECTION MARK (DWG#/SHEET) O L------ _Q -_ _-_-i _-_ --__µ_-_. DETAIL DRAWING MARK (DWG#/SHEET) L J , r---- 1 O II L-= — ___ _- __ _— J L ---J L - --= � �� ®� I I 2'z9' ROOF RAFTER �� I I O I- -I l �� 1116 CENTER I i WALL LEGEND: O I I I I I I /gyp � ' O L-- J L----- I ��' I I " ,�� I I EXISTING WALL TO REMAIN -- - - PROVIDE (4) 2 X 4 , ___ O NEW AM TO � 1 I WOOD POST TO UNDER , I =__-- EXISTING WALL TO BE REMOVED __ 7 - - CONTINUED I SIDE OF NIP RAFTER //�� I I O f --- -- I---1 I �`� �� i NEW 2" x a" wow FRAME WALL NEW 2" X 6' WOOD FRAME WALL 177= LOAD BEARING WALLS SEAL NEW P.C. CONCRETE WALL I I I I I 1 1 _. ___N 1 1 I FIRE BRICK L_� ...-- __ - ,_ _ �____.-.__.____---_fr_ tI. aR F-� ( I STANDARD BRICK �� �y, 1 1 I I I I I I I I I I DROPPED MASONRY I I .k I . I II II II I I I I I L -- -- - - - - -- �L- =J-� I I I I 'qj, 0291s9 Q¢ I j I I I j I I I ROOF CONSTRUCTION OF N 1 1 I I I I I I I 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE I I I I I I I I I 30 LB. FELT PAPER Copyright 2022 STROMSKI architecture,p.c.AH rights I 5/8" EXTERIOR GRADE PLYWOOD SHEATHING reserved.The Architect reserves the right to reproduce this I I I I I I I 1 (2)I ' X 9 Y' LVL RIDGE BEAM design in its entirety or any portion thereof.Unauthorized I alteration of these documents is a violation of the New York _— _____—I I L.____________ _= 2 X 8 ROOF RAFTERS @ Vp ON CENTER State Education Law.These drawings and specifications are -I ' 2' X 6' CEILING JOiST @ 16" ON CENTER an instnunent of service and are the property of the Architect. 2' X 6' COLLAR TIES AT 16' ON CENTER PLACED 1/3 OF THE ATTIC These drawings and specifications are not to be used on any HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) other project,except by written permission of the Architect PROVIDE ALUMINUM FLASHING AS REQUIRED A ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES PROJECT NO. 22-AR003 RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS RV OR RTIO A-4 SCALE 1/4"=1'-0" DATE 06/2/2022 f DRAWN BY TLD CHECKED BY RS TITLE i ROOF PLAN State: 1/4' 1'-0' Proposed A-3 PROPOSED Floor Plan SHEET i S"I''ROMSKU architecture,p.c. lilt -111 4p 12 P.O.BOX 1254 JAMFSPOR'I',NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 ® --..._�- --- .. I t 21 1 L.Li � NJ BATH MUD ROOM FAMILY ROOM PROPOSED PROPOSED PROPOSED LL=====Jd CRAWL SPACE WEST ELI=VATION SmIe: 1/4' - 1'-0' PROPOSED z Proposed Addition For: A-4 PROPOSED ,. r. 10' ,� MUDROOM SECTION Scale: 1/4' - 1'-0' Knipfing 11�A4 PROPOSED Residence I735 Clearview Ave - - - 12 Southold, New York I 1971 4 S.C.T.M.#I000-70-09-52 37 REVISIONS a W 2 MR � W ® ® ®, �1015122-Revised as Per Client IVIN M PROPOSED _ 2 12114123- Reduced Foorprint LI-idJill 03 1/23/24- Revised Permit Set 0 0 I Ull O 0 SOUTH ELEVATION Scale: 1/4' - 1'-0' O 0 A-4 PROP0 ED O �O �O ADDITION SECTION Scale: 1/4' . V-O' MATERIAL NOTES BLDG. ELEVATION NOTES: O A-4 PROPOSED O ROOF CONSTRUCTION ROOF NOTES: 30 YR. ARCHITECTURAL GRADE ASPHALT SHINGLE 30 YEAR ARCHITECTURAL ROOF 514INGLE5. O 30 LB. FELT PAPER FLASH AT ALL ROOF BREAKS. PROVIDE ICE/WATER BARRIER IN ALL VALLEYS AND O 5/8' EXTERIOR GRADE PLYWOOD SHEATHING AT ALL ROOF EDGES (2)1 %4' X 942 LVL RIDGE BEAM 2' X 8' ROOF RAFTERS @ 16' ON CENTER RIDGE VENT - CONTINUOUS WHERE O I IT Ill 2' X 6' CEILING JOIST @ 16' ON CENTER APPLICABLE ` 111111 2' X 6' COLLAR TIES AT 16' ON CENTER PLACED V3 OF THE ATTIC HEIGHT BELOW RIDGE (NO RIDGE STRAPS REQUIRED) 111111111111111111111111 Hill PROVIDE ALUMINUM FLASHING AS REQUIRED FASCIA AND SOFFIT NOTES: SEAL ICE/WATER BARRIER IN ALL VALLEYS AND ROOF EDGES lilt] IIIIIIIIIIIIIIIIII RAFTER TO PLATE CONNECTORS USE 'USP' MODEL NUMBERS R77 OR R710 i' X 6' FASCIA 16' OVERHANG 3/8 M.D.O. PLYWOOD SOFFIT ,SAP aRC�, WALL CONSTRUCTION 1IIIII fill Ill] 1"W FRIEZE 50ARRD CONTINUOUS IT VENT SIDING MATERIAL TO MATCH EXISTING Jill `SLUESKIN' OR EQUAL AIR INFILTRATION BARRIER *' ` UU ] IX IX 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 2' X 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2" SIDING NOTES: X 4' TOP PLATE - SIDING TO MATCH EXI5TING UNLESS 2" X 6' WOOD STUDS @ 16' ON CENTER WITH 2' X 6' SHOE AND DOUBLE 2" OWNER DETERMINES OTHERWISE. '��. 029169 C? X 6' TOP PLATE (AS 54" ON PLAN)U111 1/20 GYPSUM WALL 51DING TO BE INSTALLED OVER HOUSE OF N� RESISTANT WALL BOARDBOA AT BATHROOMS)ALL WALLS AND CEILINGS (MOISTURE WRAP NUFAAGTUIRERS RECOMI1ENDATIGNS. 5/8' TYPE 'X' GYPSUM BOARD AT GARAGE WALLS AND CEILING 'ANDERSEN' WINDOWS ALL WITH IMPACT RESISTANT GLASS, LOW E, AND Copyright 2022 STROMSKI architecture,p.c.All rights ARGON GAS (SEE PLANS FOR MODEL NUMBERS, SEE ELEVATIONS FOR reserved. Theentirety Architect reserves the right to Unauthreproduorized this GRILLE PATTERNS) RAILING NOTE: design in its entirety or any portion thereof.Unauthorized alteration of these documents is a violation of the New York PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION - 36' HIGH GUARDRAIL TOP AND BOTTOM State Education Law.These drawings and specifications are CONNECTORS AS PER SHEET W-2. RAIL WITH 5/4' BALUSTERS SPACED an i.,strument of service and are the property of the Architect. 5' ON CENTER. RAILING TO BE These drawings and specifications are not to be used on any CONSTRUCTED 50 THAT A 4' SPHERE Other project,except by written permission of the Architect. FLOOR CONSTRUCTION MAY NOT PASS THROUGH ANY OPENING. PROJECT NO. 22-AR003 3 EAST ELEVATION Sole: FINISHES AS PER PLAN 34 1 HIGH HANDRAIL 70P AND BOTTOM SCALE 1/4"=1'-0" DATE 06/2/2022 3/4' TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED RAIL I/4' = i'-0" 2'x8' DOUG FIR FLOOR JOISTS @ 12" ON CENTER RAIL WITH 5/4' BALUSTERS SPACED DRAWN BY TLD CHFCKED BY RS 5' ON CENTER. RAILING TO BE a-4 PROPOSED FOUNDATION CONSTRUCTION CONSTRUCTED 50 THAT A 4' SPHERE MAY NOT PASS THROUGH ANY TITLE (2) 2- X 6' ACQ SILL PLATE WITH SILL SEAL OPENING. 'COP-R-TEX' TERMITE SHIELD 6/8' ANCHOR BOLTS @ 36, ON CENTER MAX, AT EACH SIDE OF EVERY OPENING, WITHIN 6- TO 12, OF THE END OF EACH PLATE, AND WITHIN 12, OF EACH CORNER. Elevations PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 8' POURED CONCRETE FOUNDATION WALLS 8' X 16, POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) & Sections PROVIDE (2)#5 RFBAR CONTINUOUS IN ALL VAO FOOTINGS 4' POURED CONCRETE FLOOR SLAB 'ANDERSEN' BASEMENT WINDOW DAMPROOF FOUNDATION BELOW GRADE PROVIDE BOX BEAM TO SILL PLATE CONNECTORS A5 PER SHEET W-2 INSULATION NOTES SHEET R-21 INSULATION WITH WIRE TIES AT FIRST FLOOR R-21 INSULATION AT EXISTING FLAT CEILING ABOVE GARAGE R-19 INSULATION BLANKET AT EXISTING FLAT CEILING ABOVE GARAGE R-21 INSULATION WITH BAFFLES AT SLOPED CEILINGS _ R-35 AT FLAT CEILINGS OF ADDITION A4 R-21 INSULATION AT SIX INCH EXTERIOR WALLS AIR SEAL BOX BEAM AS REQUIRED 9 'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE @ 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGEgN 0. - - - - - - - - - - - - - - - - 1 RAFTER TO RAFTER CON ECTION S T­� architecture, p.c. P.O.BOX I254 JAMESPORT,NY 11947 PHONE:(631)779-283Z FAX(631)779-2833 RAFTER. SEE PLAN FOR SIZES AND SPACING nc RIDGE. SEE PLAN FOR SIZES j LU RAFTER. SEE FLAN FOR HEADER. SEE PLAN FOR ¢IL SIZES AND SPACING SIZES TV,\ aU —CEILING JOIST. SEE PLAN FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# —— ———— H2.5/45 (585 LBS UPLIFT) I TOP OF PLATE Top OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION FILING JOIST. SEE PLANS FOR SIZES AND SPACING Proposed Addition For: 'USP' STRUCTURAL CONNECTOR SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP Knip fing HEADER. SEE PLAN FOR 'USP' STRUCTURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER zzf AND STUDS THAT ARE THE TOP PLATE AT WINDOW Residence IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER 142) (585 LBS UPLIFT) OR TO TABLE 3.3B ON SHEET > RT20 (REF 147) (1105 LB5 4'-0" OR LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES 4 TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE OR OPENINGS L.E55 THAN MATERIAL NOTES FOR SIZES 4'-01 USE SINGLE JACK AND AND SPACING FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. I73S Clearview Ave MODEL# LTWI2 (REF #LTS 12) Southold, New York I I97I (735 LBS UPLIFT) MAY ALSO 'USP' STRUCTURAL STRAP S.C.T.M.#I000-70-09-52 BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# H6) J015T CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS SINGLE SHOE. SEE MATERIAL NOTES 'ADS5' USP CONNECTOR WITH (2) 3/41 FLOOR CONNECTOR. FOR 51ZB CARRIDGE BOLTS FASTEN TO DOUBLE 5TUD. O 1015/22- Revised as Per Client A 5/8' DIAMETER THREADED ROD CONNECTS UPPER AND LOWER CONNECTORS. PROVIDE USP STRUCTURAL STRAP BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF FOR STUDS THAT ARE n 12114123 - Reduced Footprint FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. OFFSET MODEL# LSTA 12 3 1123/24- Revised Permit Set (620 LBS UPLIFT) 0 _ _ _ _ TOP OF 50FLOOR . S TOP OF SUB F _ _ _ O STUD TO STUD CONNECTION STUD TO STUD CONNEGTIG� II BOX BEAM OR RIM JOIST. O II SEE PLAN FOR DETAILS it O'USP' STRUCTURAL STRAP —'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8" TO O MODEL# LSTA30 FOR 8" TO loll JOIST USE LSTA36 FOR FLOOR DIAPHRAGM BRACING WITHIN 101 JOIST USE LSTA36 FOR 12" JOIST. (REFER TO TABLE O 12 JOIST. (EACH STUD) 3.38 ON SHEET W-i FOR LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.35 ON NAILING 501FDULE) O INTERVALS SHEET W-1 FOR NAILING SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR O NOTES FOR SIZES SIZES O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR OPENINGS GREATER THAN 4'-0" OR OPENINGS LARGER THAN O 4'-01 USE DOUBLE JACK AND O FULL HEIGHT STUD AT EACH EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 41-0' ROUGH OPENING END. O NOTES FOR SIZES AND SPACING O ADDITIONAL 'USP' STRUCTURAL STRAP MODEL# LSTAIB FOR B" TO 101 J015T SEAL 'USP' STRUCTURAL STRAP USE LSTA24 FOR 12" JOIST FOR MODEL# LTWI2 (REF #LTS 12) OPENINGS GREATER THAN 4-0" (735 LB5 UPLIFT) MAY ALSO BE USED AS A STUD TO RIM J015T CONNECTOR (EACH STUD) S RoC�i s n 'AD55' USP CONNECTOR WITH (2) 3/4" CARRIDGE BOLTS FASTEN TO ANCHOR BOLT SINGLE SHOE. SEE MATERIAL NOTES WITH 5/61 DIAMETER THREADED ROD AND FOR SIZES THREADED COUPLING. SEE FOUNDATION PLAN FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPIW4 FROM ROOF TO FOUNDATION OF N FLOOR JOIST. SEE PLANS FOR SIZES SHOWN, ° BOX BEAM/RIM J015T Copyright 2022 STROMSKI architecture,p.c.All rights reserved.The Architect reserves the right to reproduce this TOP OF 50FLOMAN t-kTop Of STUD TO SILL CONNECTION STUD TO SILL CONNECTION B FLWR design in its entirety or any poison thereof.Unauthorized — — — alteration of these documents is a violation of the New York (I State Education Law.These drawings and specifications are an instr rnent of service and are the property of the Architect. These drawings and specifications are not to be used on any NPAHD22 (4760 MODEL# 14PA14D22 (4760 ° other project,except by written permission of the Architect. LBS UPLIFT) LB5 UPLIFT) MAY ALSO BE USED AS A CORNER HOLD PROJECT NO. 22-AR003 DOWN SEE FOUNDATION II II II FLOOR DIAPHRAGM BRACING WITHIN I I I L———— SCALF. As Noted DAIT 06/2/2022 i n GRADE PLAN FOR LOCATION � _ _--__��___ _ ________��__ LAST TWO BAYS OF FRAMING AT 4-0 I I INTERVALSI ( cJJ J �J DRAWN BY WP CHECKED BY RS d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3" SQUARE GRADE ( MODEL# LSTAIB (B70 LBS UPLIFT) INIMUM COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' ( FOR 8' TO 101 JOIST USE L5TA24 FOR REBAR MATERIAL NOTES FOR SIZES ° (980 LBS UPLIFT) FOR 12" JOIST. a #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4' BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 3.3B ON SHEET W-1 FOR NAILING POURED CONCRETE FOUNDATIONOR °� 4" BELOW TOP OF WALL. SCHEDULE) Detail Wall MA50NRY BLOCK FOUNDATION. SEE a FOUNDATION PLAN FOR SIZES. ( 'USP' STRUCTURAL p_ .a4 CONNECTOR MODEL# Section Ct1O11 CX MP4F/REF# LTP4 (690 LB5 UPLIFT) EVERY 36" Elevation 5/8' ANCHOR BOLT WITH 3" SQUARE BEARING PLATE A: .a WASHERS EVERY 36" SHEET 4 - 1 TYPICAL WALL SECTION Scale: 3/4" = 1'-0" z TYPICAL WALL ELEVATION Scale: 3/4" = I'-0" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL TABLE 3.4 TABLE R301 .2.1.2 TABLE 3.6 TABLE 3.1 NAILING SCHEDULE NOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINp PEED (130 MPH)FASTE5T MILE RIDGE CONNECTION REQUIREMENTS 3-E OND'GU T�H) JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR NOOD STRUCTURAL PANELS A,B,C,D REQUIREMENTS L�(POBEXPOSURE ASSUMPTIONS: 10 PSFFOR WIND (DLSK Ii " 130 STRI05URE architecture,p.c. COMMON NAILS BOX NAILS FASTNER SPACING NUMaER OF 81)COM'10N FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN 4 END OF ROOF PITCH ROOF SPAN (FT) a CAPACITY RIDGE FA 11/4'x 20 GAGE STRAP'A � P.O.BOX I254 JAMESPORT,NY II947 ROOF FRAM I NG PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LES5 PANEL 12 136 PHONE(63I)779-2832 FAX(63I)779-2833 FASTENER TYPE SPAN LESS THAN OR SPAN LESS THAN OR RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 16 1 2 3:12 20 16 1227 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3AA SEE TABLE BAA EACH LAP #8 WOOD SCREWS 16, 10' 8" 12 24 2 3 28 316 CEILING .JOIST LAPS OVER PARTITIONS (FACE-NAILED) W/ 2#10 WOOD SCREWS 3 EMBEDMENT 28 2 3 32 3fin 63 SEE TABLE 3AA SEE TABLE 3AA EACH LAP 32 2 3 36 363 COLLAR TIE TO RAFTER (FACE-NAILED) SEE TABLE 3.6 SEE TABLE 3.6 PER TIE , 16, 12' 9" 36 2 3 40-1 BLACKING TO RAFTER (TOE-NAILED) 2-8D 2-I0D EACH END W/ 2 EMBEDMENT 113 RIM BOARD TO RAFTER (END-NAILED) 2-I6D 3-I6D FACH END Y" 50 LAG SCREW ANCHOR 10 I6, 16" 4;12 16 188 20 1 NALL FRAMING FOR 51: 1 Im = 2 .�, I foot-304.15mrn, I poLM-4.448 N 12 2 2 28 303 .447 m/s 32 301 � TOP PLATE TO TOP PLATE (FACE NAILED) 2-102-I6D 1 mite per llour=0 PER FOOT 16 2 3 36 338 A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foat MEAN ROOF 20 2 3 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-I6D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-16D 24" O.C. 28 2 4 5:12 16 115 B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER (FACE NAILED) I6D I6D 16" O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LESS THEN V FROM EDGE OF THE PANEL. 36 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 28 206 BOTTOM PLATE TO FLOOR JOIST,5ANDJOI5T,ENDJOI5T OR BLACKING (FACE-NAILED) 2-16D"2 2-16D" PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 OF NOT LESS THAN 2' INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5' 36 265 FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 12 2 3 6 511 Proposed Addition For: FLOOR FRAMING 108 D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING I6 2 4 6:12 20 135 VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 20 3 4 24 162 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-10D PER JOIST 1,500 LBS. 24 24 3 5 28 IBB TT BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-I0D EACH END 32 3 6 32 215 I�nip Ping BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-I0D EACH END 36 4 6 42 BLOCKING TO SILL OR TOP PLATE (TOE.-NAILED) 3-I6D 4-16D EACH BLACK 1 12 LEDGER STRIP TO BEAM (FACE-NAILED) 3-I6D 4-16D EACH JOIST 7:12-12:12 16 02 Residence PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-51) 3-I0D PER JOIST 24 153 BAND JOIST TO JOIST (END-NAILED) 3-I6D 4-I6D PER JOIST TABLE 3.qA TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 28 178 9psf (0.60x15 psf=9 psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I61Y 3-16D' PER FOOT CEILING ASSEMBLY 15 NOT CONNECTED TO THE ROOF ASSEMBLY THE 36 229 RAFTER/CEILING JOIST H EEL JOINT ROOF LIVE LOAD GP.OUND SNOW LOAD TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF - 50 PSF of THE STRAP' FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS 8D IOD SEE TABLE 3.10 12 24 ROOF SPAN 12Fi' 24 'MINIMUM ASTM A653 GRADE 33 STEEL STRAP. ( ) 4FOR JACK RAFTER UPLIFT CONNECTIONS USE A ROOF SPAN EQUAL TO 2TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING ' ASSEMBLY DEAD LOAD OF 6 P5F 0.6 x 10 PSF = 6P5F I"x6" OR I"x8" 2-8D 2-I0D PER SUPPORT RAFTER SLOPE RARER SPACING (IN.) E p "����t��+ pVERHANG LENGTH AND T14E SPAN.ACK RAFTER LENGTH INCLUDES THE ( ) 1"x10" OR WIDER 3-SD 3-IOD PER SUPPORT ' TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION 12 3 5 8 3 6 9 EXPOSURE 'B' - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY 16 4 7 10 4 8 12 EXPOSURE 'G" - ANY LOCATION WITHIN I MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: I735 Clearview Ave CEILING SHEATHING 3:12 19.2 4 8 12 5 10 14 RIDGE CONNECTION SPACING IN. 12 16 19.2 24 48 24 5 10 15 6 12 IB Southold, New York I I97I GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGFJ 10' FIELD MULTIPLIER 1.00 1.33 L60 2.00 4.00 I6 3 5 6 3 5 9 4 FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.#I 000-70-09-52 NALL SHEATHING 4� 101 3 a ll 5 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. REVISIONS STRUCTURAL PANELS 8D IOD (SEE TABLE 3.11) 24 4 12 3 3 5 3 4 6 FIBERBOARD PANELS _ 1 1015122 - Revised as Per Client l l GA. GAL. ROOFING NAIL 5 Y2 19.2 3 5 7 3 6 9 1/2" (0.120'xl-1/2"LONGx7/10HEAD) 3" EDGE/ b' FIELD 24 3 6 9 4 7 11 11 GA. GAL. ROOFING NAIL 12 3 3 4 3 3 4 TABLE 3.4A 25/32' 2 12114123- Reduced Foorprint (0.12o 1 3/4 LONGx3/8 HEAD) _ 3" EDGE/ b, FIELD 7:12 16 3 3 5 3 4 5 03 1/23/24- Revised Permit Set GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7" EDGE/ 10' FIELD 24 3 4 5 3 4 6 RAFTER/CEILING JOIST TO TOP PLATE FASTEST HARDBOARD 8D 8D (SEE TABLE 3.11) 24 3 . 5 7 3 5 8 PEED (MPH) WIND O PARTICLEBOARD PANELS 8D 8D (SEE MANUFACTURER) 12 3 3 3 3 3 3 LATERAL AND SHEAR CONNECTION DIAGONAL BOARD SHEATHING 9:12 119.2 6 3 3 4 3 3 4 O I"x6" OR I"x8" 2-8D 2-8D PER SUPPORT 3 4 5 3 3 6 REQUIREMENTS 120 130 140 O I"x10" OR WIDER 3-81) 3-8D PER SUPPORT 12d2 16 3 3 3 3 3 3 NUMBER OF 8D COIN!M NAILS OR IOD BOX NAILS(TOEAMLED) O FLOOR SHEATHING 24 3 3 4 3 3 5 RAFTER/CEILINGl JOIST WALL HEIGHT (FT.) REQUIRED R�AFFTER AND/OR CEILING JOIST TO TOP O STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WEN THE RIDGE IS SUPPORTED BY A LOAD BEARING WPI, 8 2 2 3 O 1" OR LESS 8D IOD 6" EDGE/ 12' FIELD HE=DER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 10 2 2 3 O WHEN INTERMEDIATE SUPPORT OF T14E AE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO LOAD GREATER THANEDUCED 1' IOD I6D 6" EDGE/ 12' FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SMALL BE PERMITTED TO BE R O DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 " EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3 1"x6" OR 68' 2-81) 2-10D PER SUPPORT ' TABULATED HEEL JOINT CONNECTION REQUIREP1E NTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEIUNG O I"x10" OR WIDER 3-BD 3-I0D PER SUPPORT A55EMBLY 24 8 3 4 5 ` TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE O ' NAILING REQUIREMENTS ARE BASED O!N WALL SHEATHING NAILED 6" ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING 15 LOCATED AT T14E BOTTOM OF T14E ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER 1 10 1 3 4 5 REDUCED. FOR EXAMPLE, IF WALL 5HEATHING 15 NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES NAILING REQUIREMENT FOR STRUCTURAL IN THE ATTIC SPACE NO ATTIC STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION � REQUIREMENTS SHALL BE INCREASED BY TTIE FOLLOWItdG FACTORS: 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. CEILING HEIGHT/TOP PLATE TO RIDGE HEIGHT ADJUSTMENT FACTOR z O ' WHEN WALL 5HEAT14ING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. 1//2 2.0 AND CEILING CEILING SHALL ARE INSTALLED Ex PARALLEL EED THE TABULATED�MBERE SUM OOFFT14E TOENAILS IN THE RAFTER RED 1/5 1 O 1/5 125 1/6 1.20 PTO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O 1/10 1.11 CEILING J015T WHEN FASTENED TO A 2x4 TO' PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2x6 TOP PLATE O ,WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOL.IAWS: WALL HEIGHT 8' 10' TOP PLATE TO ADJUSTMENT FACTOR SEAL RIDGE HEIGHT (FT) 10, 1.00 1.00 15' 1.15 1.25 ,��GR ARCy GIRDER SEE PLANS FOR T Two 20' 1.40 1.50 ��5 0 STROA�� SIZES 4 TYPE rBMAYS�rO w C, MODEL# PBS44 (REF# AC4) >1mwAu (UPLIFT 1815 LBS), MODEL# �9T Ozg169 Q PB%6 (REF# AC6) (UPLIFT 1815 OF N� LBS) SEE PLAN FOR SIZES. 4X4 ACQ POST, 6X6 ACQ Copyright 2022 STROMSKI architecture,p.c.All rights POST. SEE PLAN FOR 1 1/2" SPACING a reserved.The Architect reserves the right to reproduce this ALLOWS HOLDDOWN design in its entirety or any portion thereof.Unauthorized SIZES 4 TYPE. alteration of these documents is a violation of the New York INSTALLATION ENDWALL Bt.00KIPK} State Education Law.These drawings and specifications are MODEL# PA44 (REF# an instrument of service and are the property of the Architect- TheseAB44), MODEL# PA66E otrproject, drawings except specifications wttee are not to t used hi any other ro ecq exc t b written ermission of the Architect. (REF# A66E) SEE PLAN CORNER STUD CONNECTED FOR 51ZE5. TO TRANSFER 544EAR PROJECT NO. 22-AR003 'AD55' LISP CONNECTOR WITH G I 6/8" DIAMETER ANCHOR BOLT SCALE As Noted DATE 06/2/2022 a •I GRADE AND (2) 3/4" CARRIDGE L45T Two BOLTS. SEE FOUNDATION DRAWN BY wP CHECKED BY RS qI ; ® 2-16D COMMON NAILS AT FRAMING NJ. PLAN FOR LOCATIONS . 6" O.C. TITLE a a 5/8' DIA. ANCHOR BOLT WITH 10' MINIMUM EMBEDDED LENGTH INTO ° CONCRETE ' Tables, .1alsTS Schedules and Diagrams \-AT,(-& a ' INTfR1/A15 .a Q SECTION A-A SHEET TYPICAL POST SECTION Scale: 3/4' 1'_0" 2 CORNER HOLD-DOWN Scale: 3/4" 1'-O" 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2M = 11-0p W - 2FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS