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Home My WebLink About49866-Z o�OgOFFUlxel Town of Southold 9/24/2024 P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45575 Date: 9/24/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 95 Terry Ct, Southold SCTM#: 473889 Sec/Block/Lot: 69.-3-6.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/14/2023 pursuant to which Building Permit No. 49866 dated 10/10/2023 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;unheated finished basement for storage, covered porch, deck and recreation room above existing attached garage as applied for with 4 bedrooms. The certificate is issued to Broderick,John of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49866 7/29/2024 PLUMBERS CERTIFICATION DATED 9/9/2024 Fre rick V Ste fiA Orid ignature SOFFot TOWN OF SOUTHOLD ao� may BUILDING DEPARTMENT AMENDMENT y x TOWN CLERKS OFFICE o� • �� SOUTHOLD, NY �.a BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49866 Date: 10/10/2023 Permission is hereby granted to: Broderick, John 1302 Lucky John Dr Park City, UT 84060 To: Construct additions and alterations to existing single family dwelling as applied for. Additional certification may be required. 3jZ8LZ023,AMEND;-,F-&t to include finished basement space as per plans provided. At premises located at: 95 Terry Ct, Southold SCTM #473889 Sec/Block/Lot# 69.-3-6.2 Pursuant to application dated 9/14/2023 and approved by the Building Inspector. To expire on 4/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,688.40 CO-ADDITION TO DWELLING $50.00 ELECTRIC $175.00 Total: $2,238.40 Building Inspector o�suFFBI/ TOWN OF SOUTHOLD �a aye` BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49866 Date': 10/10/2023 Permission is hereby granted to: Broderick, John 1302 Lucky John Dr Park City, UT 84060 To: Construct additions and alterations to existing single family dwelling as applied for. Additional certification may be required. At premises located at:' 95 Terry Ct, Southold SCTM #473889 Sec/Block/Lot# 69.-3-6.2 Pursuant to application dated 9/14/2023 and approved by the Building Inspector. To expire on 4/10/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,688.40, CO-ADDITION TO DWELLING $50.00 Total: $17738.40 Building Inspector OF SOUT�oI � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q sean.devlinitown.southold.ny.us Southold,NY 11971-0959 4UNT`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Broderick Address: 95 Terry Ct city:Southold st: NY zip: 11971 Building Permit#: 49866 Section: 69 Block: 3 Lot: 6.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: KMS Electrical License No: 48252ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors 6 Main Panel A/C Condenser Single Recpt Recessed Fixtures 19 CO Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 23 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Sub 30 Circuit/23 Used Notes: Two Story Addition & Sub Panel in Basement Inspector Signature: . C Date: July 29, 2024 S.Devlin-Cert Electrical Compliance Form o��OF SO(/T�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Oly� Sean.devline-town.southold.ny.us 4UNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Broderick Address: 95 Terry Ct city:Southold st: NY zip: 11971 Building Permit#: 49866 Section: 69 Block: 3 Lot: - 6.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: KMS Electrical License No: 48252ME SITE DETAILS Office Use Only Residential X Indoor X Basement• Service Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X 'Garage INVENTORY Service 1 ph Heat Duplec Recpt 2$ Ceiling Fixtures 10 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures Smoke Detectors 6 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 3$ CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt Ceiling Fan 2 Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 2 Switches 2$ 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Sub 30 Circuit/23 Used Notes: Two Story Addition & Sub Panel in Basement &AS BUILT BASEMENT & HVAC " AS BUILT NO VISUAL DEFECTS " Inspector Signature: Date: July 29, 2024 95TerryCt Addition&Basement Electrical DiDDAUG 1 2 2024 Town Hall Annex �� y�►r� Telephone(631)765-1802 54375 Main Road .t P. O. Box 1179 COD Z B�ILI�II�lr'�� ' Southold, NY 11971-0959 O TOWN OF SOUTROI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 9— L'J o� O ; y Building Permit No. Owner: 20 (Please print) Plumber: RCI-69QU.k V '� L yj (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 1.0 day of ti 20U'� �j COLEEN OGALLAGHER hacary Public•State of New York NO.OI OG6087922 Qualified in Suffolk County My Commission Expires Feb 24,2027 Notary Public, - 7atfp(k County 1 OF SOUIy�� # * TOWN OF SOUTHOLD BUILDING DEPT. courm1 631-765-1802 INSPECTION [ ✓]'FOUNDATION 1ST [ ] ROUGH PLBG. [ KFOUNDATION 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: o� oc Qk, . iq� . -�V"n_ (.o�.a.�►avl.5 ��,o w�. � �I av�s. DATE 10-- 121- INSPECTOR OF SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. ` `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ -ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: L� r r DATE INSPECTOR OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 q ll% INSPECT'ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [V FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O rr [ ] RENTAL REMARKS: t d� n� ' c DATE I ZD INSPECTOR SaUTyO<o 411 o966 l .5 1 e -y c C f f TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [SCJ. ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: col 4 kc OVA DATE — .23 INSPECTOR ho�aDE SOUlyO6 * # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4e- 0 Qom• v a �c fps G r 2 D V t ja o�- DATE INSPECTOR OF SOUTyOlo # # TOWN- OF SOUTHOLD BUILDING DEPT. 'gum,�'i� 631-765-1802 ,Mq�o [N-SPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION.2ND [ . ] I ULATIOWCAULKING [ ] 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: C"- 11 UWvWhI - (-WP n d►-. -tom f( m l . DATE INSPECTOR *OF SOUIyo� l a O - # TOWN OF SOUTHOLD BUILDING D&T. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ 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: �Wa 94artJhl 4-i\av 122:1 Sl:) C� DATE - INSPECTOR -- # # OWN OF SOUTHOLD BUILDING DEPfi. °ycoorm, 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: AJ- So 4 A- C-� v I L7, r d 64, �,e 44 a ol DATE lb 2 - INSPECTOR �'-rq i5u2V �t! FEB - 8 2024 l"$riCkgd I Delfino Insulation Co. Inc. 317:Burman Blvd,,Calverton,NY 11933 CERTIFICATE OF,INSULATION JOB-INFO: Broderick;Sarah' DATE-OF INSTALLATION: 01/31%24' 95 Terry Court' Southold,NY 1101. '2x4 Exterior Walls' 20 Closed Knee Wall INSULATION TYPE INCHES ,R-VALUE, INSULATION TYPE. INCHES -R-VALUE ❑ OPEN CELL FOAM. ❑ OPEN CELL FOAM CLOSED CELL FOAM' 3" R-21 10 CLOSED CELL FOAM 3" R-21 ❑ FIBERGLASS Walls ❑ FIBERGLASS ❑ FIBERGLASS Box Ends T ;❑ FIBERGLASS 2x6 Exterior Walls&Box Ends&Sound Master Wall New Crawl Spate Rim Joists INSULATION TYPE INCHES,. R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM O CLOSED CELL FOAM 3 11-21 O CLOSED CELLFOAM 2-1 •R-14 0 FIBERGLASS 3.511 Master.Wall`. p FIBERGLASS ❑ CELLULOSE' ❑ CELLULOSE - 2x10 Closed Cloped Ceiling&New Crawl Space Ceiling 2x6 Open Sloped Ceiling&Existing Attic'Fldor INSULATION-TYPE INCHES, R-VALUE INSULATION,TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM' .FIBERGLASS i0.25" R-30, p. FIBERGLASS'. 10.25" R-30 ❑ CELLULOSE 0 'CELLULOSE 2x8 Open Flat Ceiling&1st Floor Exterior Flat"Ceilirig Attic Floor;Interior Garage Wall&Chimney Chase Wall INSULATION.TYPE 'INCHES. R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑' OPEN CELL FOAM ❑ gLgSEDCELL__F.OAM FIBERGLASS.INT•GAR 5.5" R-21 FIBERGLASS 10.25" R-30 p FIBERGLASS ATTIC 6.5" R-19 un ❑ MINERAL WOOL MINERAL WOOL 35! CHIMNEY q FIRE CAULKED TO CODE DATE OF INSTALATION: 01/25/24 0 'FIRE.BLOCKED;TO CODE. DATE OF INSTALATION: N/A p AIR SEAL SUBSTATE TO-CODE 'DATE OF INSTALATION: 01/25/24 ❑ IGNITION BARRIER'TO,CODE.' DATE OF INSTALATION: N/A ❑ THERMAL BARRIER TO CODE DATE OF INSTAILATION: N/A 1 Tammy Mazzara certify that the residence referenced.above was insulated as per signed proposal.by builder/homeowner,and the installation was conducted in conformance.to.applieable:codes.and standards and regulations: AUTHORIZED SIGNATURE " f ' r 'f 1 'a CC �dC BUILDING DEPT. TOWN F SOL'THt7I ZO : a � j F FC[�D'V[E D A U G - 1 ?024 BUILDING DEPT. TOWN yF SOLMIOI �z- }z © ¥� � / , � \ { . . . §- � AM I \tJ011L]OS J( XA%QI d d« » r .. ,ICI C � i �� b4 t' x i s.. r l • 4'4�7 1 F yv a. .kp ... �� , c N ?. r t 4, j, i 4 F'. N r t6 T f 'yt 1 1 t r n j� JU! 124 BLTT,i.DING DIJq'. TOWN X SOUTROI 1 a � , w � w • " � r X c ti ,�; ,;._ - '� �. a - . rI� �� • t/ "., a. ,, ''' ��`. . :,;;e .,� _ . AI\, •. ' �� y ��,�1� '� � +� � '� " � � '� ' • f� �� ,, Y , � �� i � �''� s �, s ,��OiSii��ii��1 r ,F� r� t � .7` ,f '�. °i Mk � � i� ! = -, ,r�i z � � �,�." i �:<S . '��' ssr Y_ ��r YS :'•, . +., --,� tiy' 1..�k }'�:�y �� u i t , f ■ �r rr y r , ' I . a 4` op --!too Yo C)- �C, z r j A 4 f 1 1 i Apr,= , C� ► / % m lA 1 M AM , MAW-1 , FFAMI .+.L✓ ' • o�S�FFfllkcoG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.:-Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtoLAM.Rov 1,� � • Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 13 O Building Inspector: PERMIT NO. g p J 1 S E P 2023 '.'Applications and forms must be filled out in their entirety: Incomplete applications will not be accepted. ,Where the Applicant is not the owner,an ., Owner's Authoriiation form(Page 2)shall be completed. BUILDIIN DE PT. T011N S0171 Date:9/14/2023 °OWNER(S)OF PROPERTY: Name:John 'and Sara Broderick SCTM#1000-69-&-(e . 2 Project Address:95 Terry Court Southold Phone#:516-330-0582 Email:saraebroderick5 mail:cam @g� Mailing Address:95 Terry Court,,Southold, NY 11971 CONTACT VERSON: Name:Michael Hand Mailing Address:PO 1256, Mattituck,__NY 11952 Phone#:631-965-1947 Email:michael@Mchdesignservices.com��u DESIGN PROFESSIONAL INFORMATION: Name:James Deerkoski Mailing Address:400 Deer Path,_Mattituck Phone#:631-774-7355 Email:jamesdeerKq�sKi@y�ahgo.com CONTRACTOR INFORMATION- Name: Mailing Address: Phone#: Email: -'.DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration []Repair ❑Demolition Estimated Cost of Project: ❑Other $300,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes No 1 PROPERTY INFORMATION Existing use of property:single family dwelling Intended use of property:single family dwelling_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑'Check Box After Reading: The owner/contractor/design'professional is responsible for.all drainage and storm water issues as provided by' Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the'•Building Department for the.issuance of a Building Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein•described.•The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on,premises and in building(s)for necessary inspections.False statements made herein are punishable as a;Class A•misdemeanor pursuant to Section 210:45'of the New York State Penal Law. Application Submitted Z�-�na�me):A�nnette S humacherBAuthorized Agent ❑Owner Signature of Applicant: Date: 9/14/2023 CON NIE-D-BUNCH_-_. —.._._._u........_.. Notary Public,State of New York STATE OF NEW YORK) No.01 BU6185050 SS: Qualified in Suffolk County COUNTY 0F .5 tI�FOG�C Commission Expires April 14,2—Calz If 'JN C f/ L� 5CIL+Cl being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (yl- (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �I%ay of � 20SA Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 `Build nz:bet3artment_Apulicati6ri. AUTHORIZATION, (Where die Applicant is not the Owner) 4 C 6& residing at qY_ 4_0v�--St..":U#14 l�. (Print property owner's name) (Mailing Address) N`� _ 1<I`�:-7 1 _ do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. C 6-x(A (.. wrie-'s Signature) _ --(Date)- -- (Print Owner's Name) gv FOL/ Q BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD =e° Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 A ;�p"� Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh southoldtownny.gov- sea nd(aD-southoldtown ny.gov J APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /- /9 - po,a.� Company Name: K Electrician's Name: lye License No.: lZg?SZ--NIA Elec. email: �CUv� r?12C, 2, G bec. Phone No: 66 1 request an email copy.of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: d Itiry " A-{L (LPI�� I t,)L Address: r- 'S User Cross Street: -i'V � Phone No.: 2.Q�- gq ko BIdg.Permit email: Tax Map District: 1000 Section: Block: Lot: 6 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): rG l"�U tk-00111_v !j",6-n W j Awo (iC,V-.kpo 3 0.1.o 0w uJ OU- 0 We L 0 Square Footage: Circle All That Apply: I Is job ready for inspection?: YES NO Rough n 1 23 0 Final Do you need a Temp Certificate?: ❑ YES ffNO Issued On Temp Information: / (All information required) Service Size01 Ph❑3 Ph Size: A #Meters f` Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[]Underground❑6verhead # Underground Laterals 1 R2. F H Frame ypole Work done on Service? L Y N Additional Information: PAYMENT DUE WITH APPLICATION 1 �� 23 ��guFt:Ul�,cO BUILDING DEPARTMENT- Electrical Inspector' �O G�.c TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road_ - PO,Box 1179,.. 1 Southold, New York 11971-0959. ' oy,�O� Telephone (631) 765-1802 - FAX (631) 76 9502 ov lameshO-southoldtownny gov- seand(_so v g APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: /- /9 - D-OX Company Name: K Z a- I L Electrician's Name: Ni- > > ` License No.: g62,52L—Fti�- Elec. email: G1M '�12,C fU G �'"''� Elec. Phone No: -63( a q i J&g ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (AII'Information Required) Name: A i(l r�j (2,e(02) t C-)L Address: ter- S Cross Street: l,�V Phone No.: k 2,a`l- f3q k Bldg.Permit#: email: _&Im4aoo Tax Map District:, 1000 Section: Block: Lot: lO . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 'G l'J�,a) oor� s�ooi�w.n 01 kwo &AA, 0— N10 p-b vJJQ-V— Q.eVV&— 0-e- '0 i' UJ'.y(;�� Square Footage: Circle All That Apply: I. Is job read for ins ection?: YES NO ❑,Rough n Final 1 Y P ❑ ❑ Do you need a Temp Certificate?: ❑ YES ffNO Issued On Temp Information: / (Ali information required) Service Size®1 Ph❑3 Ph Size: A #Meters r Old Meter# i ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect©UndergroundObverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I I(� Z3 PERMIT p d r es Switches Outlets 1 6 I . GFI's Surface Sconces - I HH' UC Us p Fans Fridge HW Exhaust Oven U Smokes I I DW Mini icro Generator _ar bon r d =ombo Cooktop Transfer C AH 1 Hood Service Amps Have UUse`c� e c i a I: :omme s -�ZZ °cur �� ST�O�][�I��l WA\T]EIK Scott A. Russell SUPERVISOR 4MAN VIE 1 SOUTHOLD TOWN HALL-P.O.Box 1179 p 1 j 53095 Main Road-SOUTHOLD,NEW YORK 11971 - Town o _! u � 2023 ! BUil1MING UEPTi . CHAPTER 236 - STORMWATER MANAGEMENT REFERRAFbV0RMmrn ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) i � — - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: ; , (Property Owner, Design Professional, Agent, Contractor, Other)' NAME: Date: Ii Contact Information: it (E-Mail&Telephone Number) i ti I' Property Address / Location of Construction Site: S.C.T.M. #: 1000 District �vu rt{oGr.7 IV q 11171 i! &q 3 G• Z i !i i' Section Block Lot j i III I � l� i! TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ! ; it — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i! Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required i!! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ❑ - Area of Disturbance is Greater than l Acre &Storm-eater Runoff Discharges Directly ij to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit II DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ; is ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold j ! I Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN li a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. IIf /W� Date: G� ' !l Reviewed B l I.� Y� FnR M x CM('P-T()C nrtnhPr 7n i c Rec'e ( VCA l J Building Department Apulieation AUTHORIZATION (Where the Applicant is not the Owner) 1, C residing at_ q-�- CDom-, (Print property owner's name) (Mailing Address) I/ 119? 1 do hereby authorize (Agent) 10-0-t Z, fitri-n11b to apply on my behalf to the Southold Building Department. C Lz�la 7 1.�Z3 ( wner's Signature) (Date) (Print Owner's Name) 1 I L Generated by RESchecP Web Software MER Q(J' Compliance Certificate M C H . � D4U9n Sorrlc a, Project BRODERICK wwwmnnae6lnnsaNCBs n r-� Phone: Energy Code: 20281ECC (631)2ee-2250 •�r Location: Southold,New York mid�eei®mm4e41DmeMces.mm Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Perms[Dale: Permit Number. 0 o Construction Site: Owner/Agent: Deslgner/Contractor: 95 TERRY COURT SOUTHOI.D.NY 0 5 -J1FJ+1�-n 3:iri4�vr�iriJ1J)334iJi3Yl�u3y�R3ii1'-LL4D J:U�9YJ3kJil�31k7J.it4i . mm�re>NoiU O `/ 1 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. 7 Envelope Assemblies _ e 6 7a3t9ut]3% l�iyc3A3� 1ann./ .3•L73, ObOy 013iL OW �,L I PANEL SOAN TYPICAL DOOR OPENING GREATERTHAN9 FEET fDrl Gfan('s+ilimmrsSri 0.0 0.026 0.026 16 16 V `$T91R �15TrFrWoerLFi— Millag4jaMIRMIM 0.0 0.059 0.060 22 22 W Z TYPICAL MULTIPLE OPENINGS Door:Glass Door(over 50%glazing) L _ W 161 0,300 0.320 48 52 PANEL VAN GREATER TIIAN6 FEEr SHGC:0.26 J ^ F AND EQMOR SMALLER Window:Wood Frame H TNANaPEET 320 27 28300 0. DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SHGC:0.31 89 0. AS PER SEC.R301.2.1.2 NYS CODE:PROTECTION OF OPENING ®2ND,F.1..•,WOod-Fmme,16'1 a2D-20.VM 0.0 0.059 0.060 38 38 Window 1:Wood Frame 179 1 0.300 0.320 54 57 N FASTENING 5O1E001EFORN'OpD SlitJOURAL PANELS 0 D SIZMAAL PANES wmIA MBNIMUN TH100M OF711V SHGC:0.31 FEETSNAILBE PFI4UTIm MaMMNG PROiFGfION IN ONE-AND TWPSIORY BUILDINGS.PANELS SNAU.BE PREN[TO �y A ATTAOLN NARDW PRMDM.(RFERMSE O 11 .1.4,1609.6.5 ANDTABLF1609.1.4MMYS.RESIDURIAL Floor.All-WoodJolst/Cruss —�91II D.� 0.0 0.033 0.047 20 28 W[ O A SUBSTmmION FOR OESIGN-PRI35VNE.PLL OP[NINGS NUSTINVE DESIGKPRESSURE UM3tADB4VrtERE APPItrABLE. W EANORFADYTOIISEONANYNEMDM5ANUD00RS.sHUrIER9MLRTBEMAng RwHI01P GUISTOW . Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other i•^•i E-I FyL NUrTEns FOR INSIAWTION. calculations submitted with the permit application.The proposed building has been designed to meet the 20181ECC requirements in �l Ln ]�•i REScheck Version:REScheck-Web and[o comply with the mandatory requirements listed In the REScheck Inspection Checklist. W Name-Tice Signature Date L 7 0 O W/� LO N1 1 � U M C H 2X6 WALL Design Services www.mchdesignservices.com MASON LANDING (631)298-2250 Ap phone: 3 SUBFL00 GRADEON GRADE JHI'i � � 2X4 STUD WALL 3'-0" EXISTING 2X10 FJ @16"OC 5/8"TYPE X GARAGE SIDE email: michael@mchdesignservices.com ° 1/2 GYPSUM OPPOSITE •°.� PROVIDE 45min FIRE-RATED 6 ACCESS HATCH • d d • a, • d d • a • • d EXISTING 4" GARAGE SLAB •a B A EXISTING ° 2XSOFJR16"OE FOUNDATION �' 41SBO m °�° 401-011 a 6 e GARAGE 7'-8" 7-8" 7'-8" 7-8" 7'-8" • 1'-011 0 GARAGE - - - �- - - - - - - - J —T - - - - - - - - -- - - - - - - - --- --T - - - - - -- 1_ . 1 r_ . 1 --------------- -------- - - - - - - PARTIALSECTION y -- 8ACQG -- - _ i (3)2XSACQGIRDER -� i-- ---7- -ii----------------i- 1 -i---------------i- -� �---------'-------- , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER SCALE: 3/8" = 1'-0" I 124ia.CONC.PIER • a I 2X10 fJ(>16"OC w/2'X2'Xl'CONC.FTG. a ) � 1 1 3'BELOW GRADE(TYP) 6'-0'/:" _4 _ O u - - - - - - - - - - - - - - - - -- - - - - - - - - ^ O I m O—- 2X8 GIRDER_- _�312X8 GIRDER _ I 18'0" < 22' 0" I O) ^ I _ I X 0 0 I LEDGER BOARD TO BE FASTENDED 61_9Y411 i " " , 0 I X TO BUILDING WITH TIMBERLOK' 6-9� 6'-9/< 12'X2. 'CON PIER ^'@� m I I SELF-COUNTERSINKING SCREWS w/2'X2'Xl'CONC.FTG. I BY OLYMPIC MANUFACTURING - • - 00 --------- -- , X I 3'BELOW GRADE(TYP) '"' -"-•-o----------- i�_'_(3)2X8 ACC,GIRDER- -O (3)2x8 ACQ GIRDER--' ^ �- (3)2X8 AC GIRDER - -OT m _ =__ __== ' � ____ _ __ - t r__•�_ �- '_ a e a o• D• I -- 1 1 i -- 00, 1 1 1 li —,�-�-—- -�•� , ® , °@ I. ' 12'dia.CONE.PIER 2 2X10 fl 1�16"OC)2X10 GIRDER •- (2)2X10 GIRDER •- • L',- CRAWL (TYP) -(� Y w/2'X2'Xl'CONC.FTG. 0 + SPACE I o I+ 3'BELOW GRADE(TYP) u I �� IG I CRAWLF� zxsAcnDl _ 2X10 FJ(o716"OC I � N Iu�� a ¢„� @16"OE SPACE I �, K 1, PROPOSED CRAWLSPACE I? a I v CRAWL ,1I' 2 a 16°oc2xlo f X w SPACE I o I L CRAWL -_:_ @16"oc I' 16'-0" 6'•0" X �� -- ¢ 2xlo fl N SPACE " @16"Qc I 4'_6" " I. ..i, 3'X2'ACCESS - --Q-------------------- ------ H 1 V (3)2X10 GIRDER e d #4 RLBAH ------------------------------------- ----- .�__QFI. @12"OC -1 (TYP) =(3x1)20 GIRDER===== � ' • I I IN I 0 Ln 1 1 1 ILL i 1 uu I I� 1 ILL 1 1� 110 I -1 00 Ix �I _ I _ U io • _ io o Q •V Z. Z. O , • O =II o 2X10f1P16"OC rn ' PROPOSED CRAWLSPACE V w 0 "PC WALL,DAMPPROOF 7 1 1 I I ,_ I- __ ON816'X8"FTG w/2)#4 REBAR I _ u ` (2)2X10 w/1/2"STEEL DROPPED BEAM (3)2X10 GIRDER (3)2x10 GIRDER - --=c-- -- -__--_-- '- (3)2X10 GIRDER (3)2X10 GIRDER MIN.3'BELOW GRADE @ 6AOC .11� I -' ip 1Wl ---------- --- - ------- - --------------- ,I .. I ------------- ' --' -- a--� = 1 c=1-_----- r== --`__ _ - _______= 2"SLAB(TYPICAL) 1 , ------------ -----1 --1 ------- -------1--- --11 - --1 ---------1 -- 1 1 --1 - - - - -----1-�--1 ------------------ In Fq •------ •-:----••-----• •--i--• •--i--• •-----• - •------ •-----••-----• 1 1 . , 1 I 1 7' 8++ 7+_8+' ' '�, i (3)2X10 GIRDER (3)2X10 GIRDER ' " ' ' ' (3)2X10 GIRDER ' (3)2X10 GIRDER •"! - ---' _ 1 1 ' IF = ---------------�-----�------- --�'----�'i-' -- ---'-----�--- ' ----'----------""-1""- --1----------------i-- -ii-- i - 1 1 1 REPLACE EX.WINDOW _� - .._....a...._. w/NEWEGRESSWINDOW , - ."'• ■ (3)1-3 4X -1 4 ML MUSH ,� , 3 1-3/4XL 4 - FLUSH ^ INSTALL WITH ESCAPE - 1 1 i WELL WITH COVER r • I I (, �. a____ , ' V J LALLYCOLUMN w/2'X2'Xl'FTG 1 1 El V t ; 1 o ASEMENT EXISTING FP _ I uo I I ' CHIMNEY w El I S I •- - . p4 1 BASEMENT 6+_ LL ! zxlofJr�16"oc , 1 c+ o 0" 1 I 0 4'-4" I - _- - �-- N - - 1' 0" D I I LL I I — v (TYP) - -'- - 1 - o o r v a P � �, •.y I=___ #4 REBAR v •� . +.� _—._r 1 N LLI ILL - . 13j 2x8 ACQ t1iIRD ` .-----• a.--- " 2)2X8 ACQ FLUSH I 1 =I I N 1 , LEDGER BOARD TO BE fASTENDED I TO BUILDING WITH TIMBERLOK' 16— SELF-COUNTERSINKING SCREWS BY OLYMPIC MANUFACTURING I i0 i�l I 0 u o (2 SCREWS @ 32"O.C.) I 1 ry O I 0 F I e ° 1 0 oI I u a u 1 O1 0 P I I N x 12 X x ( u I I "dia.CONC.PIER I X I ( 3'BELOW GRADE(TYP)N 1 --. (2)2X8 GIRDER .--, (2)2X8 GIRDER .- (2)2X8 GIRDER .--. (2)2X8 GIRDER .--. (2)2X8 GIRDER .--. (2)2X8 GIRDER 'I ' 3 2X8 AM GIRDER' ' (3)2X8 ACQ GIRDER ' ' ' ' ' ' ' ' ' ' '_ X8 A 3 2 C GIRDER 3 2X8 AC GIRDER I '( Q Q _ 3 2XS AC GIRDER( ) ) ( ) Q 3 2x8 AC GIRDER 3 X 1 1 O Q 2 8 ACQ GIRDER 3 2X8 AC GIRDER ----------'-- 3X1 �t-EiZ---------------- ® -------------- 1)�166DER---- ��'1--- �) � ' - - - - - __- O - _'-------===-I- �=I---=---------===`=b-• -E----___-_--_____` b= _`____________-__________'= b'�-'=________________----'_ °______ ___________'_ • ____ _____=-==_1=,_ -i_==cc-- --- --- -==1_•= - .t.- - - - - - - - - �.�'- - - - - - - - -.—.. - -- - - - - --- - - - - - -.- - --.- - - - - - - - -.-...- - - - - - - - .-.J, 1`O'- ' - - - - - - - ' O ' - - - - - - - ' - - - - - - - - - - ' , - - - - - - - -----i-O---'----------------'----- i-------------' - -i O-7' -----'---------i Q) 1 6-0" 7'-7%" 7'-7Y2" 10'-2" 9'-3%" 9 3%" 9'-3%" 9'-3'/." " 70'-0" EXISTING FOUNDATION PLAN SCALE: 3/16" = V-0" PROPOSED FOUNDATION PLAN B YA SCALE: 3/16" = 1'-0" DRAWN BY: MH AMENDMENT ` 10 06 2023 1 � of NEW r l l �, DEfR FLOOR JOISTS AT C RAW LS PACE "��° �� SCALE: SEE PLAN CHANGED FROM 12"OC TO 16"OC =' W ° SHEET N O: R�FESS1 Npy A 3 RIEND MRT M C H WALL APPROVED AS NOTED Design Services DATEr 'a V B,P•# �� FEE` 5•OD BY: www.mchdesignservices.com NOTIFY BUILDING DEPARTMENT AT phone: 3 SU BFL00 631-765-1802 BAM TO 4PM FOR THE (631)298-2250 FOLLOWING INSPECTIONS: 2X4 STUD WALL 1. FOUNDATION-TWO REQUIRED email; EXISTING ° 2X10 FJ @16 11OC 5/8" TYPE X GARAGE SIDE FOR POURED CONCRETE michael@mchdesignservices.com 1/2" GYPSUM OPPOSITE 2. ROUGH-FRAMING&PLUMBING -° PROVIDE45min FIRE-RATED 4 3. INSULATION ACCESS HATCH 4. FINAL-CONSTRUCTION MUST a� BE COMPLETE FOR C.O. . a , a • o - . a . e . .EXISTING 4" GARAGE SLAB ALL CONSTRUCTION SHALL MEET THE 'a B A REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR EXISTING ' a DESIGN OR CONSTRUCTON ERRORS FOUNDATION s _ OP °. °�° 40'-0" a d GARAGE 7'-8" It 7-8" 7'-8" 7-8" 7'-8" "-s. 1'-Ou O GARAGE - -- - - - - - - - - - - - - - � —� - - - - - - - - - - - - - - -- --� - - - - - - - -- -, _!________________S_ _S________________1_ _ _!________________!_ -_ _1____________ _ __ 1 PARTIAL SECTION a==== a a---==EEEEE==EEE=a= ____ _______ a====E_======EE3=a= a======E_EEEE ==.a= (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQGIRDER , , (3)2X8ACQ GIRDER , , (3)2X8ACQG I RIDER , SCALE: 3/8" = V-0" --� ---- 12"dia.CONC.PIER ---- r---- -�--�� I w/2'X2'Xl'CONC.FTG. I 3'BELOW GRADE(TYP) 6'-0'/:" -4" o o _ I _ o O—_—13)2X8 GIRDER - V ___�312X8 GIRDER - 1 18'-0 uQ i " I O1 22-0 x p I x`.° TO BURLDOIfAG WITH TIMBERNOK•D 1 + " 1 � u i i 11 in 6 9/e 6 9/ 6 9/0 io 12"dia.CONC.PIER ^' d(„1 m 1 n r, I SELF-COUNTERSINKING SCREWS 1-0 __ __ - - ' - 1' w/2'X2'X3'CONC.FTG. BY OLYMPIC MANUFACTURING - ------- -----, 3 2X8 ACQ GIRDER ' ' (3)2X8ACQGIRDER (3)2XB ACQ GIRDER 0o I 3'BELOW GRADE(TYP) __..--------' ---------------"- O , TI o� a . e n• n• - a =O'__�_-_=i== _____=====i= __Q �c_____________�- =i - -- s=— !�. �__ __-�.�li � @12'OC------'--___- ---P I. .-----• 12"dia.CONC.PIER j O 1 1 1 + 1 ® @ 2 2X30 GIRDER --• (2 2X10 GIRDER •- ' CRAWL (TYP) O ) `T��T�'_ 2X30 fl(aD 16"OC w/2'X2'Xl'CONC.FTG. SPACE r 3'BELOW GRADE(TYP) I �� CRAWL 2X10 Fl @l6"OC I i0 N d"'.2X8 ACQ DJ SPACE I UD Imo;;; �°16°� PIC m q PROPOSED CRAWLSPACE - ?� I o ' CRAWL I _ ' lO _ zxlo FJ 11 SPACE I I x CRAWL i `„ < 4 16' 0" 6'Ix `.. 2x F1 SPACE I 11 x ' @16"UC 4 6 m --- - 3'X2'ACCESS , I , ----- ------ (212 _ACQFLUS ----- ------ ------ ------ ----- ----- 3)2X10GIRD e , a .. a n. a e--D--- ----- #4 REBAR -- ' - 1 1 �r LL ----------- -----------------3)2X10 GIRD SOFFIT 6J fLG '_ @12"OC --1' (TYP) I Au SOFFIT 6-7fLG ' 37'-6 e o 37'-6" I I� o e to e _ O �I I O • u o I w O N N Z. u o ;- - -; V NI I u : LL STORAGE Ix T STREL COLUMN " x I - is iv 3 ;o X UNHEATED ,� ' ' 2X10 FJ(a 16"OC �, n ,__ _t, e ■ e FFF'--'lll o STORAGE NI t STEEL COLUMN UNHEATED 7-B CLG v' - ! -• 1 1 2'-6" -t• --JJ, I I STORAGE 1� a UNDER jv FURNAC I r , 111-----�11 O 1 1 2'-6" 7 0„ STAIR PROPOSED CRAWLSPACE I 0 STORAGE '- STAIR �t 3 2 '=____=9;4RD IRE ____'_-® 6-07 CLG 8"P2"SLAB(TYPICAL) --' {u� 1—UNDER i - ( JWALCF BA):LR - ' ' ' ;--- HALF WALL -' , (3)2X10 GIRDER (3 X10 GIRDER ON 1M N.V BELOW2GRADE BAR 2X8 " I -1 O 1�fV FURNA _ FFIT 6"X8"FTG zo T-0" 1 1 1 @16"OC • ACQ I In _ J C, Ln SOFFIT � ' _ • 1 �— 1 1 1 ' - ' � ( I ' I 1 1 640 UNDER 1 1 1 1 ' 1 6-7 CLG O SD ' ' ' ' N o ' 00 HALF WALL _ ,_ _-i HA F WALL , , 1 O _ o ' • _1_ = 1 1 1 7' 8" 7� 8" ______-_ - -, ------'--- " -"•--' 1 1 1 1 REPLACE EX.WINDOW N , ( J 1-3/09-1 4 ML FLUSH ' 1 3 1-3/4X9-1 4 FLUSH ' • 'lu'-' t r pSD ......_. .__!__ __' .• ...___• w/NEW EGRESS WINDOW 1 �� ' ,,, 1 i O INSTALL WITH ESCAPE 1 1 r i i IV ! A O N I I WELL WITH COVER FINISHED SFEA I I ' -- • w/2'X2LALLY OLUMN I+ O w/2'X2'Xl'FTG � I FINISHED AREA f 831.0 SF I I a v+,� I I _ I_ ri ' I —'ryJ� 1 _ w EXISTING FP 1�"7 r STORAGE I _ ❑ w UNHEATED ' I CHIMNEY N UTILITY ROOM O M 1 6'-On 7-8 CLG f 1 ' _ 2X10 Fl a(116"OC STORAGE ;� 1 1 0 � UNFINISHED/UNHEATED UNHEATED UTILITY ROOM " 4'-4" K I I UNFINISHED/UNHEATED —'— — —1' 0" — '^I 'LL I _ N r — LL O LLI ;I0_I3)2X8ACQ�iIR 25'-4�" ^' 14'-7" A4REBAR __ _________________________________ _____ - +• 1 1 .. - o, ,o v , .n J ' (2)2X8 ACQ FLUSH � � 1 N @12"OC TYP �„,,� •----�• �� _ 14'-7" I o ® 1 25 4/ I N LEDGER BOARD TO BEFASTENDED I N1 TO BUILDING WITHTIMBERLOKe SELF-COUNTERSINKING SCREWS I BY OLYMPIC MANUFACTURING I l0 N I o 0 0 (2 SCREWS @ 32"O.C.) I 0 I b� I I x K X I O x I I 12"dia CONC.PIER ^' I w/2'X2'XV CONC,FTG ( 3'BELOW GRADE(TYP) (2)2X8 GIRDED (2)2X8 GIRDER (2)2X8 GIRDER (2)2X8IRDER (2)2X8 GIRDER (2)2X8 GIRDER G I '� -��' '-��--' •-----' --- _-_ -- I •- •--• '(3)2X8ACQ GIRDER' ' (3)2XSACQGIRDER ' ' (3)2X8 ACQ GIRDER ' ' (3)2X8ACQGIRDER ' ' 32X8ACQGIRDER ; ' ' ' -I+ 1 a___________ -1---------------'--'- -'------------------+ +--'-- ---------- a•----------------� I� i 1 1 1 1 O (3)2X8 ACQ GIRDER (3)2X8 ACC,GIRDER (3)2X8 ACQ GIRDER ' __� ____ _ ------------------- ---- ------ ----------` _ ----------------- -- - ----------- ® ------------® ----------- � -----'----------ate- ----------------r® 1 - - -- - _ - - - -------------- - � -------------- ------------- - - ------------- ------- - - --------------------- - ®+----------------'+ *--------------__-r r------ I 1------ Y' - - r -r_=---_--=-_a' -_______________�_ _+_____---------_- �7 •)_�_---------------------- - --------------------- - - --------------------- - - -------------------==a= v-------------- ------=a= — — — — — — — — —•—— — — — — — — — — .._�. — — — — — — — — ——.— — — — — — — — —•—_••— — — — — — — — ..-_J. - 1 O — — -i_O_i_ — -i- -i' __---------i=fl_f-====----====-O°==0='==1"O }°O==°==_________=='==i=O-3====='='==O=O=====O==j=O=i=O====O==O===O°O°===-i_O_i_c====O==____-__====_i-011 = — — — — —'— — — — — — — — — — — — — — — — — — — — — — — — — — — — —'— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —1— —1— J 6'-0" 7'-7%" T-7W' 10'-2" 9'-3%" 9'-33/A" 9'-3%" 9'-3%" " 70'-0" EXISTING FOUNDATION PLAN SCALE: 3/16" = 1'-0" PROPOSED FOUNDATION PLAN B a SCALE: 3/16" = V-0" 1 1 EOF NEW �, DEE, y0,Q�f DRAWN BY: MH n �� w 3/22/2024 u b � � ARCFESSI NP�� SCALE: SEE PLAN AMENDMENT - - 4 ",�+P ; SHEET N O: FLOOR JOISTS AT CRAWLSPACE CHANGED FROM 12"OC TO 16TC EXISTING INTERIOR WALLS AS SHOWN I 00 r (4)2X4 1 POST------------------ 6 O \ A I ! f X b Design Services -----------------------. z q""° D ADDITIONAL 7-1/4 ML TO EACH SIDE 0=EXI-STING GIRDER(TOTAL:5) 1 _m o B A WITH(2)1"(OPTION:(4)1//2") + r L I STEEL FLITCHPLATES ON EACH SIDE A ' [EXISTING 42X4 POSTS AT EACH END] ; www.mchdesignservices.com ' P : --ALTERNATIVE-- phone:' (631)298-2250 INSTAL HSS 3-1/2X3-101/8 TUBE m y, STEEL COLUMN ON 2'X2'Xl'FOOTING ' m MID SFAN OF EXISTING GIRDER EXISTING GARAGE i ' ---NOT:--- 40'-011 michael@mchdesignservices.com REPAIR SHEET ROCK AT WALLS AND CEILING In I GIRDER,AND COLUMN TO BE WRAPPED " AS REQUIRED WITH 5/8"TYPEr'X w , WITH 2 PLYS OF 5/8"TYPE-X FIRE RATED I ( I GARAGE " SHEETROCK TO CODE ---------------- ---------------- ------- 1 1 1 I EXISTING STRUCTURE TO ' BE EXPOSED AND REVIEWED rl 1 I 1 1 FOR CHANGE OF USE ABOVE 1 I ------------ I ' •-----------• ' I +I N. RATED DOOR I E --------- O w/SC HINGES DOOR SWEEP ' ` ' 1 rl 1 -----------, 19 I 1 1 ' -----------• 61-0Y 14-9 ' - 9 -2Yz" 3'-4" --------------------- I STAIR TO BE r 1 '" 1 1 r-_---------A DEMOLISHED , , , „ ,----- ' r-----------+ ' 4 0 I--- 4�Q' I ' I 45 MIN.FIRE RATED DOOR NEW STAIR(VIF) ---------- 2'-6" I I ros}SC-HII�}GES&D80F�SVVEEP• -- -' 1 I 1 HI (4)2X4 STORAGE ---------- 0 I _ (2)2X10HDR POST r----------- O ' NEW 2X6 WALL I� -M '-b"^ 18'-0" 16'-On 61-011 / ///, / ' E .ST(V ' PROPOSED 1 STORY ADDITION PROPOSED ADDITION 01 REP AC (VI ) � uP N 10'-2Yz" 7'-9Yz" 7'-11Yz" 8'-0Y2" A/ 3-1/2X3-1/2 I D W 1.8e PARALLAM EX ST IR ' 6X6 POST COLUMN(TYP) TO EM IIN FWG120611-4 SAAS DECK - - - - - - - - - - - - - - - t ^ (TYP) - - - - - --—-—-- - -— - m �+ 1 BREAKFAST AREA _ _ OPEN RAI-ING (2)1-3/4X9-1/4 ML HDR O 2 1-3 4X11-1 4 ML 91 fV PORCH I (2)2X12 GIRDER 41'-4%" D W I w _ rF-1 F1 F-1 EXISTING DECK I cc - (REPLACE ENLARGE) 5/4 DECKING PER OWNER o Od uo'l O oPORCH ® o a m LD REPLACE EX, 207 ]TES pBR AKFAS ARE (D ~-' ' 1 1 1 I '' i ' (2)2X12 GIRDER18'-1Yz"BATH _ — _ — W_-- f 'I UBBIE 1�MEDIA ROOM 4_6 01 TUBE STEELHSS 3COLUMN TJBE STEEL3COLUMN GATE TO BE SELF CLOSING \AND SELF LATCHINGVKITCHEN _-_F _ 20 ML UPSET BEAM ALT:(4)9-1/4 ML w/(3)5/8"FLITCH PL FWG120611-4 SAAS (GATE)_` - - . . .e_134X - — - — _ ( )1 3/4 20 ML UPSET BEAM(AL :W10X45) 14 SH 3 1/2X5 1/2 3 1/2X5 1/2 OPTIONS: (2)1-3/011-1/4 ML w/1/2"FLITCH PLATE (2)2X6 ' I 1.(3)14"ML(NO PLATES)IF THAT CAN WORK OUT f '' W N 1.8e PARALLAM 1.8e PARALLAM 2.(4)11-1/4 ML,IVIAKE WALL THICKER(2X8) .1 �"! 31_611 - L)'_$" a I COLUMN COLUMN I r:j r l I I U REPLACE ISLAND W I ® ° a o 0 1 - - - - - - - - - - --- ------- --- '----- tD PER OWNER z [ El e r Or 1 611 V �o°EEMAC°IN BATH i , oo Ln BAR -- - --- - L o I EXISTING MEDIA ROOM °w` n�" ti ; NM Pq O O N Y ' _ = ri ( W r O1 1 r N W ' • N � I 0 SOUND N ra n m de' X m I Q /�� n� _ I a l r a m 11�� a1 WALL Q - KITCHEN Ln ®' N .= P O m I I' " t P f of I ' _ t•-1 Iz p ' 1.....,. «.,........w-V o- ' . ...... _ . .. 2'-411 U - Yt ,�„„p 0.yf+ >{u,r-m,.. ... .'•,".._.-. .', .. W • O DINING ROOM -----_.r_r_ - ' _ -+ - r _w "S LID BLOCKING'BETWEEN JOISTS UNDER BEARING WALtAB E"" V _ o x (FORMER BEDROOM) O O � 2X6 16: C PROPOSED BEDROOM No. 1 = LIVING ROOM I P4 Ln REPLACE EX.HEADIER ENTRY _- WITH(2)9 1/4 L �a -.-.-.- - _ . r--- ---- --- -- -w 9 POST (TYP) POST Ik' X p L- - I z O \ WET N � p 4' 1" 8' 10Yz" N N � BAR I P4 (2)7 1/4 ML HDR (2)7 1/4 ML H R O _ 1 1 I 2'-4" / / / / 2'-4" i 6 6 POST PORCH I 1 ------ H OXIN --- ----- "i - � (TYP) ' 0 1 1 1 a I a ' @ --------- _, ; 4'-1" 8' 10Y211 I m - _ to 1 to A 1•a-�-.: .. C.1 1 N 6 In DINING ROOM � I ----- --- EXISTING LIVING ROOM o 1 b LL BATH J J " 1 ALK-I I J e LL (FORMER BEDROOM) LL b r �_�_w_e d m x -- A---- FLOORING i SHOWER O N - - _ WALK-IN21, S rl , x 6'-0" -aC --- -_ 1 CLOSET S1_(b O rn -SitJ 7NIIEXISTING 1ST. FLOOR PLAN = -_-_ r_ = r LL `� Lw R ENTRY w N"I BL m 1 51611c- - - - - I ' �SCALE: 3/16" = 1'-0" (3)2X12 GIRDER " m 9-1/2 ML HD 1 (2)9 1/2 ML H R (2)2X6_ w•..,.. - .. « TW3046 046 (3)2X4 u" _ _.:.: : ' ,TW3" REPLACE EX.HEADERy : pWITH(2)9-1/4 MLPOST 4'-6" 71-611 41-011 w 161-011 61-011NCOVERED PORCH PROPOSED ADDITIONmCATHEDRAL CEILING 00 5/4 DECKING PER OWNER 6X6 POST BOX IN (3)2X12 GIRDER (TYP) (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER (3)2X12 GIRDER------------------------- 6'-011 7'-7Y2" 71-7Yz11 10'-211 9 -3%" 9'-3%" 9'-3%" 9'-3%"------------------------- 701-011 DRAWN BY: MH PROPOSED 1ST. FLOOR PLAN 3/22/2024 SCALE: 1/4" = V-0" SCALE: SEE PLAN NEW 2X4 STUD WALLS @16"OC,HEIGHTTO MATCH EXISTBAEXTERIOR TO HAVE 1/2"SHEATHING,SIDING PER OWNER FOFNEww/UNDERLAMENT(INSTALL PER MFGR,SPECS) C ), DEER 0INSULATE PER ENEGY COMPLIANCE(SHTA-8) SHEET NO■ AMENDMENT WALLS AND CEILING TO BE 1/2"GYPSUM(TYP).BATHROOMS fi ;, a WTO BE MOISTURE RESISTANT,SHOWERS TO BE CEMENT BOARDGARAGE EXISTING STRUCTURE + 'TO MATCH EXISTING w/ROSIN PAPER OR APPROVED ��QARo �NP�� EQUAL TO BE UPDATED WITH ADDITIONAL FESS� SMOKE AND CO DETECTORS TO BE INSTALLED TO CODE AND HARS-WIRED CONNECTED WITH BATTERY BACK UP STRUCTURAL CHANGES ` TW3046 TW3046 TW3046 '.e ,7 M C H Design Services www.mchdesignservices.com phone: B A (631)298-2250 email: ATTIC RECREATION ROOM michael@mchdesignservices.com ------------- ----------- 1 1 1 1 I 1 1 I I I I ----------- . ........................ 161-011 ...�.� s O PROPOSED ADDITION , O - 71-5Y211 71-611 31-411 21-111 51-9Y211 21-311 O BATH W 1'-11Y2" BATH ° BEDROOM No.3 CXW14-3 U 1 1 (SIMULATED DH)EGRESS TW3046 TW3046 O , ■ ' Z �"� (2)9-1/2 ML HDR � (2)2X8 HDR (2)2 8 HDR W r%l - U I 5'-5" 81-0Y211 W u 4-_6" 3--0" A C„I i 1p . N EXISTING WALK-IN N EXISTING BATH El r+ - -------- BATH o 14'-11Y211 r' N CLOSET 00 -------; � ry � PROPOSED � U LOFT - PULL , � '' BEDROOM No.1 I DOWN 1 ' BATH o FORMER BEDROOM Q � � ' STAIR ; BEDROOM No.2 LC) � r-H � ^/ '_4" 2'_411 w� a -- ) '- (2) 8 HDR (2)2X8 HDR z U W O 15'-8Y2".rq 21-311/ < Ln H x - - - — ry ------ WALK-IN '^5 N V J CLOSET - -------- —r -------- 14'-11Y2" 1'-11Yz" 13'-5Y2" - o Q O ---- z EXISTING BEDROOM No. 2 PULL J N I I 1 -- I - 00 O DOWN I 1 \ N STAIR -------- w � BEDROOM No. 4 00 1 1 1 1 , Q 00 ALK-1 N N 4- - -11Y2" -------- X EXISTING BEDROOM No. 3 1111 91 511 21 - CLOSET I m RAISE EX. CHIMNEY p Q AS REQ. (2)1-3/07-1/4 ML FLUSH •------- ------------ (2)1-3/4X7-1/4 ML FLUSH i _ j' ' O BUILT IN BUILT IN I I I - /V 1 12X8 C1 @16"OC' WALK-I N o, ' 2X8 CJ 16"OC 00 00 0 Ln EXISTING 2ND. FLOOR PLAN - -- �- _N �11.6YzCLGHT i CLOSETLr) N ^I m 'N _ I 0 i i , i (2)2X10HDR (2)2X10HDR yam' e 1--,� -------- ---- 0 r----- SCALE: 3/16n - 1 -0n , 1 I m (2)2X8 HDR TW3046-2 EGRESS (2)2X8 HDR m TW 3046-Z EGRESS EGRESS TW3046-2 m TW3046-2 �r-��C'X /7 CEILING HEIGHT 4'-8Y2" �4'-8%" 6'-OY2" 5'-5" 7'-6" 8'-10%" 4'-8Y2" 4'-8%" D L >C D ol REVISION All^ 2 1 2124 4'-11Y2" 10'-011 28'-1Y2" 101-011 4'-11" ENLARGE EX. DORMER RE-FRAME AS REQUIRED 8' PLT. HT. (DORMER BETWEEN) NEW DORMER pUUD1 'G1),r,T• 16'-011 TONITI,\ -)s 50V r,b£1' PROPOSED ADDITION DRAWN BY: M H PROPOSED 2ND. FLOOR PLAN B A 8/16/2024 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN NEW 2X4 STUD WALLS @16"OC,HEIGHT TO MATCH EXIST. EXTERIOR TO HAVE 1/2"SHEATHING,SIDING PER OWNER OF NFW w/UNDERLAMENT(INSTALL PER MFGR,SPECS) DBE y0 INSULATE PER ENEGY COMPLIANCE(SHT A 8) Gj c< R,rCO'Q� SHEET N O. WALLS AND CEILING TO BE 1/2"GYPSUM(TYP).BATHROOMS y, • ' Cr TO BE MOISTURE RESISTANT,SHOWERS TO BE CEMENT BOARD H Z FLOORING TO MATCH EXISTING w/ROSIN PAPER OR APPROVED �FQ �O r 4;j0� EQUAL ��FESS NP SMOKE AND CO DETECTORS TO BE INSTALLED TO CODE AND HARS-WIRED CONNECTED WITH BATTERY BACK UP OCCUPANCY OR J SITE DATA PROPERTY; 89089.7 2.05ac APPROVED AS NOTED USE IS UNLAWFUL U ESTIMATED AREA OF +/-50 SF WITHOUT CERTIFICATE GROUND DISTURBANCE: M H DATE: 'I o'a3 B.P.# �P�P WIT L OF OCCUPANCY EXISTING: AREA LOT COVERAGE: FEE-�I7 �• a BY: HOUSE: 1994.7 SF z.za°i° Design Services NOTIFY BUILDING DEPARTMENTAT NORTH PORCH: 252.0SF TO DEMOLISH 631-765-1802 8AM TO 4PM FOR THE EAST PORCH: 34.0 SF TO DEMOLISH FOLLOWING INSPECTIONS: SOUTH DECK: 325.0.fF TO DEMOLISH 1. FOUNDATION-TWO REQUIRED DETATCHED GARAGE: 1024.0 SF 1.15% www.mchdesignservices.com FOR POURED CONCRETE INGROUND POOL: 968.0 SF 1.08% phone: 2. ROUGH-FRAMING&PLUMBING TOTAL: 3986.7 SF 4.47% (631)298-2250 3. INSULATION •.,.."'"""'�"" .'.,,...-.__"... N 720 46' 10" W 163.11' 4. FINAL-CONSTRUCTION MUST COMPLY WITH ALL CODES OF PROPOSED: AREA LOT COVERAGE: email: 1.24'•7 5 BE COMPLETE FOR C.O. N W YORK STATE& TOWN CODES HOUSE ADDITIONS: 601.3 SF 0.67°� michael@mchdesignservices.com ALL CONSTRUCTION SHALL MEET THE QUIRE AND CONDITIONS OF NORTH PORCH: 780.8 SF 0.87% 0 12� )0� W REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA EAST PORCH: 34.0 SF 0.04% N 790 YORK STATE. NOT RESPONSIBLE FOR {1, ,: SOUTH DECK: 622.4 SF 0.70% DESIGN OR CONSTRUCTION ERRORS SOUHI TOLD TOL'JN PLANN11%BOARD TOTAL: 2038.5 SF 2.28 _ SOUTHOLD TOWN TRUSTEES DO N.Y.S.DEC EXISTING TOTAL: 3986.7 SF 4.47% O COI MHO'^H� PROPOSED TOTAL: 2038.5 SF 2.28% W N CZ O Fire separation SCHD COMBINED TOTAL: 6025,2 SF 6.75 m required as per METES AND BOUNDS: SURVEYOR: RODERICK VAN TUYL,PC NYS Code DATE SURVEYED: MAY 20,1996 � RETAIN STORM WATER RUNOFF ELEVATIONS ELEVATIONS REFRENCE: NAVD 1988 cal PURSUANT TO CHAPTER 236 Additional OF THE TOWN CODE. ��a� GFA CALCULATIONS Certification LOCATION: AREA: EXISTING ISTY May Be Required. GARAGE PROPERTY: 89089.7 SF EXISTING TRUSS PLACARDING REQUIRED (260-207d)GFA PERMITTED: 7327.2 SF INGROUND EXISTING: POOL t ^ NOTE: IST.FLOOR w/GARAGE: 1961.0 SF `/ ' EXISTING FENCE 0 2ND.FLOOR: 1606.8 BSF AROUND POOL TOTAL EXISTING: 3567.8 SF 18.01 All exterior lighting �5 PROPOSED: installed,replaced or PLUMBER CERTIFICATION 1ST.FLOOR wGARAGE 2595.85F repaired shall conform 2ND.FLOOR: 2076.7 SF ON O LEAD CONTENT BEFORE �\ to Chapter 172 \�► TOTAL PROPOSED: 4672.5 SF CERTIFICATE OF OCCUPANCY of the Town Code SOLDER USED IN WATER �---• SUPPLY SYSTEM CANNOT STORM WATER MANAGEMENT DETAILS EXCEED 2/10 OF 1% LEAD. W � . ., . U LOCATION: SF AREA: "PAIN RUNOFF AT P R VIDE: CAPACITY: 2"RAIN PER HOUR PROVIDE: CAPACITY: ROOF 3731.E SQ.FT. 623 CU.FT. (4)8'dia.,4'deep 169 Cf TOTAL {,� PLUMBING w ALL PLUMBING WASTE OGEE GUTTER-STANDARD S" &WATER LINES NEED I II NDEXE Q Blower doer TESTING BEFORE COVERING � / 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. an ductwork 2).PREPARATION: required. i A).PREPARE SURFLEAN CES USING LY METHOD RECOMTO MENDED B. testingB).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. O ` C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR •� METALS WITH PROTECTIVE BACKING PAINT. 1{F''/r�'1• _S_I LT FENCE_ _ _ _ _ 3.INSTALLATION: V -� - - - IN PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. I).GUTTER TO L PITCHED TOWARDS LEADER I"HT O FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WTTH WATERTIGHT JOIMS. ^ 1 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND Must provide Manuals _ ACCESSORIES.B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP]DINT •�rr/7.' 1(--,�/J1 I� 8'X4' \I D J and S a s p 1` 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL /V \ DW / 1 7 per CONNECTION WATERTIGHT, W O .?Y WELLS TO BE 10'MIN. 4).PROTECTION: YS Fnergy Codes AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. 8'X4' \I - B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I�COMPLETION. - J DW / R o EXISTING DECK TO BE DEMOLISHED � �' `� W � A or^ TOPSOIL 1 I 0 EXISTING GARAGE m 40.0' ' ;I LOCATION EXISTING ASPHALT 4.5' PROPOSED DECK C; - J DRIVEWAY 18.0' ., PROPOSED 1 STY fn ADDITION ZF_ / I _ LU o Z EXISTING PORCH LLu BE DEMOLISHED iO I J_ i \ I N PROPOSED 2 STY o / EXISTING 2 S ADDITION CONCRETE \I HOUSE ( O \ WASHOUT / 6.0' 1 O 16,0' n 42.0' n i PROPOSED PORCH N. I - - - - - - - - - 0 101.4' \ 70.0' 1 EXISTING PORCH TO j' \ I •\ DW' I BE DEMOLISHED I DW I •\ o 00 \ SILT FENCE O L1.1 •1 = 00 o N ® ® ® ® O � r 1 L ' 73.7' z CONSTRUCTION ENTRANCE S 710 34' 30" E DRAWN BY: MH 285.68' 9/7/2023 TERRY COURT of rviE�w SCALE: SEE PLAN I �� Jf£R�o* 'PO�� m a w SHEET NO: SITE PLAN 0,-2 O o��5 SCALE: 1" = 20'-0" s I J M C H Design Services �JL=7L �Or www.mchdesignservices.com _ --JL--Jl _ - =C phone: r — — — — — (631)298-2250 nor email: michael@mchdesignservices.com Li Lj El LA LLLf _ FF E-I I.J 11. Idii� IIIIIII I T__T I _F L44 , Li U � O i W PROPOSED NORTH ELEVATION w SCALE. 1/4 - 1 -0 �---+ A � � P4 � �D wo P U � P4 A U w 0 < E-1 Z P4 L H w �:) � A o z o 11F__11 I-T. oo� � 0 0 DRAWN BY: MH 9/7/2023 0 Nelj, SCALE: SEE PLAN PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" m u, Z SHEET NO: �QA 1 iss�o M C H ZpSLlO a0 Design Services m _ Z m •� B w www.mc esignservices.com FgA phone: (631)298-2250 email: michael@mchdesignservices.com Ej 11111 Li I I I I I F� ® ® O W ><wqu if I PROPOSED SOUTH ELEVATION A H SCALE: 1/4" = 1'-0" Cn W O U z U W O < E , E H W � VolA o z O o� 0 F If I— DRAWN BY: MH v�v : . : . : . 972023 PROPOSED EAST ELEVATION d��SS �o� SCALE: SEE PLAN � p z� d SCALE: 1/4" = 1'-0" � -Z �= rn SHEET NO: � J 44:?N �y { M C H 2X6WALL Design Services www.mchdesignservices.com U1 3 SUBFL00L MASON YLA DING phone: (631)298-2250 2X4 STUD WALL 3'-0" EXISTING 2X10 FJ @16"OC 5/8"TYPE X GARAGE SIDE email: 1/2 GYPSUM OPPOSITE michael@mchdesignservices.com ° •°.b PROVIDE 45min FIRE-RATED a ACCESS HATCH •' • a a e - . a a o - . a EXISTING 4" GARAGE SLAB B A EXISTING ° 2X10 FJ@16"Dc� FOUNDATION C: ° - B0 °.� °.,° 40'-0" � a � a GARAGE 7'-8" 7_8" 7'_8" 7'_8" 71 1'_On o GARAGE -- - - - - - - - — — — — — — — — — — - - - - - - - - - - - - - - - - -- — — - ' - !--------------_- ! 1 PARTIAL SECTION aE= ======ER: _ ______________Er ===EEEEE=EEEEE==a a=EE====___======r_ _,_=========== - 0=, - --- - ;-0 , (3)2X8 ACQ GIRDER (3J 2X8 ACQ GIRDER ' (3)2X8 ACQ GIRDER ' � (3)2X8 ACQ GIRDER � � I , 1 1 , 1 , i ; (3)2X8 ACQ GIRDER SCALE: 3/8 = 1 -0 1 12"dia.CONC.PIER , � 2X10 FJ P16"OC _ � w/2'x2'xr con'c.FTG. 1 1 I 1 3'BELOW GRADE(TYR) 6' 0'/:II _4n o u o I _ n — — — — — — — — — — — — — — — — — — — — — — — — — V122. 1 O 1 I N 2X8 GIRDER—- -�3l2X8 GIRDER 1 18'-0„ ua 22,-0„ I I 1 x I "� • u I o I LEDGER 80ARDTOBEFASTENDED 6'_gY4" 6'-9Y2" 6'-9%" O I x.-, - BUILDING WITH TI " I 12"dia.CONC.PIER ^'@I CrI SELF-COUNTERSINKING SCREWS 1-0119 _ 1 w/2'X2'Xl'CONC.FTG. 1 BY OLYMPIC MANUFACTURING _ - X I 3'BELOW GRADE(NP) j I --' ---'-'---------.-----------1--- _� (3)2X8 ACQ GIRDER ; (3)2X8 ACQ GIRDER (3)2X8 ACQGIRDER ' T' 2 2X10 GIRDER - —..-� — --2 2X10 GIRDER — — — Y I, ,I _ @12"OAC---------------------- ___ I;. 1 , 1 I I — _- I ) -�'— O -—-,�, 41--� CRAWL ( ) I I 1w _ 2X10 FJ 0,16"OC Y w/2'X2'XI'CONC.FTG 0 . SPACE o I I 3'BELOW GRADE(TYP) 1 ^� o CRAWL _ zxlo FJ @ls"oc j in I u„ _zx8 Acn DJ - �, I I SPACE I ^ @16 <11, °oc PROPOSED CRAWLSPACE o L 16 L o • ,2 CJ 16"OC u ( ,I I CRAWLo 0 zxloFJSPACE" 'l — — @16" 'xCRAWL a 16' 0" 6'-0" „ _ CIC - _ zx1@jgoFJ SPACE N4'-6" x 11 m3'X2'ACCESS ______________________ ___a (2)2X8 ACQ FLUSH. . a . . a p• � e(3)2x10 GIRDER #a RLBAR _---- D• a . (3)2X10 GIRDER ' ,TMP, N of � I 1 LL N 1 I rV a I Ip t In V I IX �I I P u ; , I V I W O 1 IN V ti , • -i- • O u I H _ 1. O 2X10 FJ(7a 12"OC N x I m I o of 1 Q o r : � ai� `-�I--• � 'o �I, Q � .. ' P4 Q ' PROPOSED CRAWLSPACE 1 Z W O - •_ ) I _�__. 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DEFR�0 DRAWN BY: MH 0 ' Cc ILLJ 10/06/2023 Lu °AR0F �� SCALE: SEE PLAN oc; , SHEET NO: 2023 31-011 3'-0" (2)2X10 HDR• ---------------------- M C H 1 Design Services -----------------------• I 1 I 1 ' B A XISTING AS BUILT CONDITIONS FOR 2ND FLOOR ' I ' TO BE REMOVED AS REQUIRED.EXISTING„ WWW.mchdeSlgnSePVIC2S.001T1 STRUCTURE TO BE EXPOSED AND EVALUATED phone: ' ' I BY ENGINEER FOR USE AND STRUCTURE TO i BE CONSIDERED FOR CONDITIONED SPACE, (631) 298-2250 2ND.FLOOR ABOVE TO BE ATTIC USE ONLY ' EXISTING GARAGE PER RECORD ON FILE WITH BUILDING DEPARTMENT email: E ALL WORK RELATED TO ATTIC TO BE OMITTED 401_011 michael@mchdesignsetl/ices.com REPAIR SHEET ROCK AT WALLS AND CEILING AND AS BUILT EXISTING WORK TO BE DEMOLISHED ' AS REQUIRED WITH,5/8"TYPE-X PROPOSED WORK TO BE FILED AS AMENDMENT WITH I 1 1 GARAGE ' PROPOSED STRUCTURUAL AND FINISHED WORK ---------------- I 1 , EXISTING STRUCTURE TO ' ' ---------------- ---------------- --- BE EXPOSED AND REVIEWED I 1 1 I I FOR CHANGE OF USE ABOVE/; .+I I 1 1 , , , . � 45 MIN.FIRE RATED DOOR 1 1 '------- ' , ' O w/SC HINGES&DOOR SWEEP -----------; ' ----------: 6'-0%2" 41-911 ' -' 9'-2?Y2 , 1 "lo 1 I 1 ----------------- I STAIRTO BE ___________ I I 1 DEMOLISHED ' L—— � ——— ' -- ' 4'0" 1 -�l 0'-- , I 45 MIN.FIRE RATED DOORKEA 1 ____ 2'-6" av�5C-Iiif�GES&f)60R S}NEfP+I STORA�E -------- ' r-----------NEW2X6WALL r- 18'-011 16'-0° 61_011 01 E .ST IR- EP .S (VI ) PROPOSED 1 STORY ADDITION PROPOSED ADDITION 1 3-1/2X3-1/z UP N 10'-2'/211 7'-9'/2° 7'-11Y" 81-0'/211 0. D W 1.8e PARALLAM EX ST I aIr 6X6 POST I COLUMN(TYP) TO EM IN ; FWG120611-4 SAAS DECK — — - - - - - — _ (TYP) — = =— _ --_— - —_ _-_ - - — LLAI - BREAKFAST AREA - - 2 1 3 4X11 1 4 ML OPEN RAILING m V(2)1-3/4X9-1/4 ML HDR CO PORCH (2)2X12 GIRDER ' " 41'-4%2" EXISTING DECK W I F7 F7 D F, (REPLACE/ENLARGE) O � o I o O I KO) I O� ou -� 5/4 DECKING PER OWNER N PORCH LD N - c 0 0 n tj {-}��}� N REPLACE EX, 3 N O Q O Coco BR AKFAS ARE 0 3 0 _ 1 I ' -o g o p o q N v �--�- - 18'-1Y2"0 _ --- (2)2X12 GIRDER ' BATH - -- - - ® 1 " UBBIE , - HSS 3-1/2X3-1/2X1/4 HSS 3-1/2X3-1/2X1/4 , GATE TO BE SELF CLOSING MEDIA ROOM AND SELF LATCHING TUBE STEEL COLUMNcoo TUBE STEEL COLUMN d O 4 (2)1 3/4X20 ML UPSET BEAM(ALT.:(4)9 1/4 ML w/(3)5/8"FLITCH PLATES FWG120611-4 SAAS (GATE) KITCHEN -" _ _ .. .l`:}-. .. - x - a 1-3/4 20 ML UPSET BEAM(AL.:W10X45) o I�, - "--='- -•-- %(21 SH - 3-1/2X5-1/2 3-1/2X5-1/2 uj (2)1 3y4X11 1/4 ML w/1J2"FLITCH PLATE " 2X61.8e PARALLAM 1.8e PARALLAM 151-611 t�'-$" 3COLUMN COLUMNREPLACE ISLAND I '�'" o - - - - - - - - - - - -- --- 1 1p PER OWNER x m AELE COUNTERTOP OFFEEtAACHIN BATH V °° r BWET AR ————— ® o ( EXISTING MEDIA ROOM ; X I 00 x z a, N I 6^OUND _ CD o 0 r 0 - > I C'" WALL J -1 I Q ^ 9 o KITCHEN O �6 - Q�' sFF 1 1 DINING ROOM �t 2 4 A S LID BLOCKING BETWEEN JOISTS UNDER BEARING WALL AB E (FORMER BEDROOM) •7 `V F 2X6 16: C LIVING ROOM REPLACE EX.HEA ER ® PROPOSED BEDROOM No. 1 POST w ' W ENTRY WITH(2)9-1/4 L -- - - , - - - o (TYP) � w l O Of 1 (3)2X4 =o o \ POST x m m ry N 0 � IzO ( WET �° 1- 1, ,- i " �1 1p N 4 1 8 10/2 I ' I BAR w ' I I 1 C) (2)7-1/4 ML HDR (2)7-1/4 ML H R WM 1 ■� ' I I 2'-4" � /i /// / 2'-4" 00 6 6 POST PORCH ------ H oXIN --------- * R�r r I .� (TYP) 7 O F131 1 1 W I w ' ------ �� 4'-1" 8'-10%2" I m — -- ---—- ------ — — — — --- — ----- ----- _ = I - ---- -- BATH �.�. 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Y - - - _ Q 2 1-3 4X7-1/4 ML FLUSH (2)13/4X7-1/4ML FLUSH r------- ------------ _ - 1 �' O BUILT IN BUILT IN i N wl \ 6f WALK-1 N o, 2x8 cJ 16°oc EXISTING 2 N D. FLOOR PLAN \ _ 2xs_ c�i6"oc�"�� `�' CLOSET 001 m I \ II _ , n O 1 (2)2X10HDR (2)2X10HDR ---! e-1--,Ln ------------, O _____ SCALE: 3/16 — 1-0 1 �n (2)2X8 HDR TW3046-2 EGRESS (2)2X8 HDR M , __ _.__� .._ _.-._.__..._ ....._...__ ._ ti -�_ ___. -_------__ - T. _ 6 _...__.__ .__..f- - W 04 EGRESS EGRESS TW3046-2 M TW3046-2 e--I 4'-8%" 4'-8%" 6'-0%" 5'-511 7'-611 8'-10%" 4'-8%" 4'-8%" 4'-11%" 10'-0" 28'-1%" 10'-011 4'-1111 ENLARGE EX. DORMER RE-FRAME AS REQUIRED 8' PLT. HT. (DORMER BETWEEN) NEW DORMER 16'-011 PROPOSED ADDITION DRAWN BY: MH PROPOSED 2ND. FLOOR PLAN B A 10/06/2023 SCALE: 1/4" = 1'-0" NEW SCALE: SEE PLAN Y NEW 2X4 STUD WALLS @16"OC,HEIGHT TO MATCH EXIST. P DEER 0 C-) EXTERIOR TO HAVE 1/2"SHEATHING,SIDING PER OWNER 4 �A SHEET NO: W/UNDERLAMENT(INSTALL PER MFGR,SPECS) n it 4 y W INSULATE PER ENEGY COMPLIANCE(SHT A-8) 2 � � WALLS AND CEILING TO BE 1/2"GYPSUM(TYP).BATHROOMS A�0 TO BE MOISTURE RESISTANT,SHOWERS TO BE CEMENT BOARD ROFESS� NPR' FLOORING TO MATCH EXISTING W/ROSIN PAPER OR APPROVED EQUAL SMOKE AND CO DETECTORS TO BE INSTALLED TO CODE AND HARS-WIRED CONNECTED WITH BATTERY BACK UP IL - 00 � .. � M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com , ' B A 18'-011 oo ADDITION 1 2k10 Vq 2X10 VAIIEY � CCfYPCgTf t ^ 3 Ir 00 12 x / o N 12 1O 2X10 RIDGE 3 ~ N 1� 12 / 161-011 3 ADDITION W 12 �/ U 12 / 12 � 1 C 12 ^ PROPO ED SOLAR L 10, EY OTHERS /. � z U w 0 _ 12 I W � A o 4.4 Y I GC TO COORDINATE SOLAR INSTALLTION REQUIREMENTS AND CONDUITS WITH SOLAR O ' INSTALLER AND ELECTRICIAN o ' a � SOLAR DESIGN AND PERMITS TO BE FILED SEPERATLY 12 1 BY SOLAR COMPANY AS SELECTED BY OWNER O BUILDUP J�+pL 11 I INSTALL MIN.1/2"CDX SHEATHING ON NEW ROOF ti$6 CHIMNEY 9<<F� 7 1 (SOLAR SHED DORMER TO HAVE 5/8"SHEATHING) L AS REQUIRED - INSTALL EPDM AROUND PERIMTER AND AT SOLAR SHED DORMER.30#FELT AT ALL NEW WORK.FLASH 12 p � uo THROUGHOUT(VYCOR AT VALUES)CH Q i 4.7 2X8 RR(6)16"OC FASCIA AND RAKES TO BE 1X VINYL.OVERHANGS 2X8 RR Cil16"OC � L 2X8 RR @16"OC 1 AND SOFFITS TO MATCH EXISTING � Q w � oo w (D ��< ^ o N INSTALL GUTTERS THROUGHOUT WITH DOWNSPOUTS. 3E ' ALL DOWNSPOUTSTO CONNECTTO DRYWELLS WITH 0 0 , N N ADS PIPING AND CONNECTIONS AS REQUIRED 1 f 12 12 ' 2X8 RR @16"OC 12 I I ROOF POCKET ROOF POCKET I I ROOF POCKET ROOF POCKET i Q I I I 1 1 I 1 1 r] u -(2)2X8 DF#2 - - - - - - (2)2X8 DF#2 - - - r - - - (2)2X8 DF#2 - - - - - (2)2X8 DF#2 N N N N N N •"� N N LLI 1� LL' ILL LLI ILL LLI I� n, 00 l (r1iN XI I� 4 1 xl Ix 2 00 N XI RF �pF NE[V C- P DEF,Q DRAWN BY: MH •. ... W 10/06/2023 ROOF PLAN- SCALE: Q 1/4" = 1'-011B A ��°FEES' SCALE: SEE PLAN 4 SHEET NO: �dNplSS3.�p� / J �05Zl0 MZI ��`d` r: v'►J, M C H �1' Design Services d' o 3 Cl G yaY O�M�N www.mc esianservices.com phone: (631) 298-2250 email: michaei@mchdesignservices.com 1 1 B A i 181-011 1 1 ADDITION 2X10VALlEY PATE / , [ ^ 2X10�ACCfV pCA � Pf 1 U --�/ o 3 , 00 O / o x N 12 2X10 RIDGE g 0 X 12 12 / 161-011 ` 3 ADDITION . _ . 1210 12 r A � 11 ; 12 VJ I D W O 11 ' U / P4 I X 12 A / ' 8 PROP ED SOLAR L CA 10 a Z U w O (BY OTHERS < P4 Ln E-q T w ON 12 � Q o�+ 4.4 z U I O Oa 1 /� O I O W 12 BUILD UP L9 11 I ^no tits' CHIMNEY AS REQUIRED 12 o CH Ce p t 4,l +/- ° �` ° ' `" � '" 1, 2X8 RR @16"OC 2X8 RR P16"OC G w ` 2X8 RR(CD16"OC / LL 9 uj ' 0 , X �j N 1 w K , O0 O 1 X X N N i , 1 I , 12 12 1 2X8 RR P16"OC 12 I I ROOF POCKET ROOF POCKET I I ROOF POCKET I I ROOF POCKET k (!)-2-X8 DF#2 (2)2X8 DF#2 (2)2X8 DF#2 (2)2X8 DF#2 Z _ r _ _ _ _ _ _ � P - _ - _ - _ - _ - � A LLI iL.L LL LL LL LL LLI ILL II I 4 I� I I XI DRAWN BY: MH 9/7/2023 ROOF PLAN SCALE: SEE PLAN SCALE: 1/4" = 11-0'I B A �Q��0 N R yo SHEET NO: �QA 0?25 2 pFES S1pNa �d�ypiSS3�p� e. 20SL'o a0 �� I•-'i - m �` U VIF CHIMNEY HEIGHT TO CODE M H � ��, . �� •- �,�` � N 2X10 RIDGE Design Services o :;: • -f,11:3N 30�y 2X10 RIDGE 12 (3)2X8 ?XBRR@16„OC 4.4 www.mchdesignservices.com VALLEY phone: (631) 298-2250 2X8 CJ @16"OC email: 2X8 CJ @16110C michael@mchdesignservices.com BEARING EPDM,FLASHED WALL Eli OVER 5/8"AC SHTG 12 4� 2X6 16"OC pgV2X$ (2)2X6 3/4"SUBFLOOR DBL 2X10 FJ 16"OC E DBL 9 1/4 ML FJ @16"OC (3)2X12 GIRDER _ i (BOX IN) (2)11-1/4 ML W/ 1/2"STEEL PLATE i 6X6 ACQ POST (BOX IN) ' ' 3'h RAILING TYP 3/4"SUBFLOOR 4 5/4 DECKING 2X8 ACQ DJ @ 16"OC 2X8 ACQ DJ @ 16"OC (3)2X8 ACQ 2X10 FJ @12"OC 2X10 FJ @12"OC (3)2X10 GIRDER (3)1-3/4X9-1/4 UNDER (3)2X8 ACQ (3)2X8 ACQ 't ML FLUSH BEAM DOOR �t GIRDER GIRDER ve b• b• o• o• 12"dia.CONC. 8"PC WALL � D . �• 12"dia.CONC. •. •. PIER(TYP) O p - ,; •; DAMPPROOF p PIER(TYP) O M ► ►. ►. ch iYI ° 2"CONC.SLAB °: • v X �� v• — - — - 24"X24" 12" - — - — ' ' CONC.FTG 24"X24"X12" `----------------------' 16"X8"FTG (�"�/ V CONC.FTG (2)#4 REBAR z W CROSS SECTION A W 8 SCALE: 1/4" = 1'-0" W � A P4 11.4 z c� W0 � E-1x 2X10 RIDGE 12 r..T.� 2 4.4 V 1 O k8 RR @16, C O SISTER OR REPLACE EXISTING CJ AS REQUIRED O ao � EPDM,FLASHED OVER 5/8"AC SHTG 12 12 4 2X6 @16"OC Q 3 p0V2Xa (2)2X6 ?X8 RR°n16"OC DOUBLE UP EXISTING 2X10 FJ AS REQUIRED EXISTING 2X8 CJ @16"CC SOLID BLOCKING (3)2X12 GIRDER EXISTING SOLID BLOCKING (BOX IN) - — - (TYP) (2)1-3/4X20"ML UPSET BEAM 6X6 ACQ POST (BOX IN) 3'h RAILING TYP 4 3 4"SU LOOR LJ 5 4 DECKING 2X8 ACQ DJ @16"OC EXISTING EXISTING 2X10 FJ @16"OC 2X8 ACQ DJ @16"OC (3)2X8 ACQ (3)2X8 ACQ GIRDER : : : GIRDER Ir 12"dia.CONC. ' . �. 12"dia.CONC. . •. PIER(TYP) O, p PIER(TYP) m . a. EXISTING r. m EXISTING °; 2"CONC.SLAB ° v Q p� v .° : •° 24"X24"X12" — - — 24"X24"X12" p p 16"X8"FTG CONC.FTG CON C.FTG ,; (2)#4REBAR DRAWN BY: MH ►af�,, ►�.' • : .�f.,,: 9/7/2023 SCALE: SEE PLAN CROSS SECTION B. �• 8 SCALE: 1/4" = 1'-0" oT- C-wy SHEET NO: W A�p��S;ONo. Generated byREScheck-Web Software %. omwAlance Certificate M C H Design Services Project BRODERICK � 2„ www.mchdesignservices.com phone: Energy Code: 2018 IECC (631)298-2250 0 0 @ o 2" o 0 0 0 2" ° 2„ Location: Southold, New York email: Construction Type: Single-family michael@mchdesignservices.com Project Type: Alteration 0 0 0 0 CS Cc ° Climate Zone: 4 (5572 HDD) FASTENER TYPE: SPACING; Permit Date: No.8 WOOD-SCREW Permit Number: BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH No.30 WOOD-SCREWS ® ° ° ° °° ° Construction Site: Owner/Agent: Designer/Contractor: BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH 95 TERRY COURT 1/41n.dia.LAGSCREW SOUTHOLD, NY BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH @ O° 3/4"APA PLYWOOD �(• �� I,�, i `��•:.�...aAJ..A+�H•�„ ..�,.�F.�• " w ��' •� �� -,�,� SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD .- (ALTERNATNNE:7/16"O.S.BJ ® ® ®® ® ® _- .. _., _......_._ .._.,. .___.____..,.__--,.._._...._._.._......_.......__.-.,.,__....,,.,.... ..._,....__.._,.....-...,...w..-....-..__. ._...- _ 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVIVE:7/16"O.S.B.) Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade @ o ®® ° assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. FASTENER TYPE: SPACING: 2X4 DF#2 Z No.B WOOD-SCREW STUDS f/ BASED ANCHOR WITH 10"OC @ 0 O WINDOW SILL tin.EMBEDMENT LENGTH CO �tEnvelope Assemblies TYPICAL WINDOW OPENING No.lOWOOD-SCREWS BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH THAN 4 FEET rL - i • BASE dia.ANCHOR W EW 1,� '� t 'Y - • r 2 n.EMBEDMENT LENGTH 16"OC @ . f TYPICAL DOOR OPENING ° _.. . .... , .. ,. _ .-.,.. _....._-_._..._.._. ___ _...___._.._w.�.._. __.�.�_.�...... .. .._,_. ..� �"� -i ......_.�...�..__.�._.__.a._:_�_.-_-.._._ .w �.._.�-_..__,_-�._. _�.r�..�... ... _.__.. ._._. W PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4DF#2 STUDS CONNECTED Ceiling: Flat Ceiling or Scissor Truss 624 49.0 0.0 0.026 0.026 16 16 AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC THAN 6 FEET AND NUTS @ 2'-0"O.C. tin.EMBEDMENT LENGTH 1ST FL: Wood Frame, 16" o.c. 624 20.0 0.0 0.059 0.060 22 22 No.10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH LENGTH . .320 48 52 9"Oc Door: Glass Door (over 50% glazing) 161 0300 0 �•••••. PANEL SPAN GREATER THAN 6 FEET SHGC: 0.26 A AND EQUAL OR SMALLER BASE dia.ANCHOR WITH II�� BASED ANCHOR WITH 16"OC Window: Wood Frame THAN 8 FEET 21n.EMBEDMENT LENGTH 89 0.300 0.320 27 28 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SHGC: 0.31 Cn O 2ND FL: Wood Frame, 16" o.c. 820 20.0 0.0 0.059 0.060 38 38 w Z AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING Window 1: Wood Frame P4 V WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" SHGC: 0.31 179 0.300 0.320 54 57 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO P4 A COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL Floor: All-Wood joist/Truss 601 30.0 0.0 0.033 0.047 20 28 r w O CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. Z V ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other H ( -1 x HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. calculations Submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in V7 (-4 REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. W � A o Name - Title Signature Date Z O O FilMM ..—.. Project Title: BRODERICK Report date: 09/05/23 .... Data filename: Page 1 of 1 3 3 1 1/4 1 1/2 1 1/4 1 1/4 11/4 1 1/4 1 1/2 1 1/4 1 1/4 1 1/4 1 1/2 1 1/4 W.C. LAV. LAV. LAV. W.C. LAV. LAV W.C. LAV. SHO ER BAH SH ER 2 311 40 11/4 11/4 2 3 1114 C.O. I 11/4 z 11/4 11/4 C.O. I C.O. 3 3 3 1 1/4 1 1/4 1 1/4 1 1/4 1 1/2 1 1/4 fER V112 1114 11/4 SINK SINK LAV. W.C. V. LAV. W.M. D.W. 13" SH ER F.A.I. 11/2 3 2 02 J3 1114 C.o. i 2 11/z 11/4 C.o. C.O. )11/4 DRAWN BY: MH SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 TOAPROVED 9 7 2023 4"C.I. SEPTIC SYSTEM TRAP HOUSE SCALE: SEE PLAN PLUMBING SCHEMATIC SCALE: NOT TO SCALE Ewy SHEET NO: C� W Z 07 ,o�,o�- WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. _ e• M G H Design Services KING STUDS \ ENDWALL RAFTER WALL STUD www.mchdesignservices.com ° CRIPPLE STUD phone: o BOTTOM PLATE o RIDGE (631) 298-2250 ° HEADER LEDGER BATHTUB email: DOUBLE JOIST michael@mchdesignservices.com SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOC ATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESC RIPTION APPLIC ATION RAFTER SIZE USP NUMBER DESC RIPTION APPLIC ATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADSS HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN r VENTILATION WOOD JOIST V , . , SIDEWALL FLASHING BLOC KING BLOCKING il FOUNDATION TOP PLATE — 2x4 LEDGER FINISH WALL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA ^ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF �-GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. .' SHALL BE COVERED WITH CORROSION- ^~ 4" -- 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x3O" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY 6 CONNECT TO W ON ALL OPENINGS "`„ ACTION 4' - ' RAFTER RT10 10-3/4' x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL OP }.....� ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME V J EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING O SIDES 4 INCHES AND LAPS NAILED TO SHEATHING r , SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST Q �•L� � A -► TOP PLATE P4 a GIRDER/HEADER U W O F SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST ^f AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD w FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS � O INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.INSTALL 4'0" O.C. O RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA43 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS CONNECT OVER OF ROOF O ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD _A ^� w DBL. SILL PLATE TERMITE SHIELD i SUB FLOOR r SILL GASKET WOOD JOISTS r ' CONC. SLAB GASKET NE ��. ' ' 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION ( A 6 MIL. POLY DAMPPROOF EXTERIOR GRANULAR FILL ° V� I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V .� .c Q � V � STEEL COLUMN ' � � � , 1/2 " DIA. BOLTS ® 48" o . STAG. CONC. SLAB ROOF JACK STEEL BEAM n O ANCHOR BOLT EMBEDMENT. � I 4" x 1/4" x 8" STEEL COMPACT FILL ° POURED CONCRETE: 7" •p V i i A 'D BLOCK WALL 151, ROOFING ` TOP AND BOTTOM PLATE V FLASHING LASHI GLATS . ' WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING m � ° CONC. FTG. p Q`p G u' SIDES AND TOP L � USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT O ANCHOR BOLT CONNECTION I I 3" STEEL COLUMN �0 1 (USP LBPS58 OR BP583) p 0 Lt REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL I I SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR USE 2X8 STEEL B EAM -"•� FOR BLOCKOUT �;•� 4" SLAB P.T. PLATE W/ 6X6 WMM I I SLOPE 4"DRIVEWAY —� NOTCH JOIST AND ADJUST HEIGHT • 1/2" AIR ZACE' �`� < <1 ° ° 7 1 (WITH A NAILING PLATE IF NEEDED) DRAWN BY: MH AT END AND �� ." -,� - ° ° °• ° :< °° , ° TO BE APROX. 1/2" OR HIGHER THAN �,y<.n ES OF WOOD ° STEEL BEAM TO ALLOW FOR SHRINKAGE pip,0 GRADE Q ,�=--n--'---c�-----i ° ° ° c' ° O n �', 4 < Q '� c BEAMS •�- =�-11� I°° d °° ° • ° •° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 9/7/2023 6 X 6 W.W.M. ,.p - - a - - -Q - �. ° - i l p' 12 ' ° LLIi SUB FLOOR MIN. ° .o C ° C 'A �!'a �'� n'� ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - O ° ' •6 n • REINFORCING BAR ° C REINFORCING BAR c ° _ NOTCH EQUALS 1/4 DEPTH OF BEAM �D OIST SCALE: SEE PLAN III= � o d° Ij I d 1 SHEET METAL / 30# FELT UNDER BEAM AT POINT DRAIN TILE �� JI L *n ° ° STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK _fTT_fR_fR-lif_flLrLTT - c•� 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ,A �� SHIMS TO LEVEL BEAM ' SHEET NO. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. OF Ekv 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �Ph :1 `F�i'� O,p r 0' BEAM POCKET Lu yN�Q o A 2 �O�SS104 CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC &GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE GROUNC WIND SEISMIC FROST WINTER 10ESHIELD _WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS OD SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIGN UNR E UIRED N HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED M 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE SLIGHT TO 11 NONE - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. MODERATE Design Services SOIL COMPACTION: 4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. www.mchdesimservices.com 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL phone: CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. (631) 298-2250 4 DIA. MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE email: RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, michael@mchdesignservices.com LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. Z_ All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS M2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7" long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft. below grade. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 LS26 18ga, SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2XI0 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts at 16"o.c. MINIMUM 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). v RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. "� 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal z POST for any contact with ACQ. TOP PLATE O TOP PLATE BALUSTERS WALL STUD RIM/DECK JOIST o HANDRAIL NOTES: OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types or provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type I. Handrails with circular cross section shall have an ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater v OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" IN 4"-6" RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CONNECT OVER USE MIN. 2 1 than 4 inches with a maximum cross section of EACH RAFTER CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) /2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type Il. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest O 4"MAX. portion of the profile and achieve a depth of at least 5/16 4" DIA. MAXIMUM inch within 7/8 inch below the widest portion of the GIRDER/HEADER profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the ^ tallest portion of the profile.The minimum width of the Ha GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a r , w O ° maximum of 2-3/4 inches. Edges shall have a minimum v ° radius of 0.01 inches. JOIST POST/COLUMN ° ° ° ~� Z �•, M POST/COLUMN NAILING SCHEDULE a OGIRDER/HEADER ROOF SHEATHING: v A JOINT DESCRIPTION QTY NAIL ! SPACING NOTES z O POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC O w SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: am-NNW LOCATION USP NUMBER DESCRIPTION APPLICATION NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIS HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMO EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMO RAFTER Q CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE Q o STU PARALLEL RAFTER WFCM-SBC LAP NAIL BEARING PLATE CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �...� GIRDER OVER PARTITION WFCM-SBC LAP NAIL ?'. COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM -SBC END NAIL ° WOOD JOIST BLOCKING EACH TOE TO RAFTER 2 8d COMMON END NAIL RIM BOARD EACH END LEDGER o GIRDER/HEADER I I ;fry CONCRETE PIER • TO RAFTER 2-16d COMMON END NAIL WOOD JOIST 1 WOOD JOIST °"` �� ;,,_•_'" '1.R, �•- ';, `"". WALL FRAMING• •:1....::::,...•' •�� " > •' NAIL NAIL JOINT DESCRIPTION Qn. SPACING NOTES a ......•• DOUBLE 2x TOP PLATE TO PER FLUSH JOISTS WITH HEADER/GIRDER r� TOP PLATE 2 -16d COMMO FOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION " I '� (MINIMUM) ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I1 FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS 4-16d COMMO EA. SIDE NAIL IF ABLE, SET FIR JOISTS APROX. 1/4"HIGHER THAN LVL HEADERS ROD I I STUD TO 24" FACE TO ALLOW FOR SHRINKAGE. 1 E (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD 2 -16d COMMO O.C. NAIL REQUIRED.......;....;:; r FOR STU '•i, (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE HEADER TO 16"O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL FLASHING TUCKED UNDER I TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD END TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL LAPPED OVER FIRST CONTIN. ? ; ti ► BOTTOM PLATE TO: PER PIECE OF SIDING BELOW ••••••THREADED ROD . FLOOR JOIST, BAND JOIST, 2 -16d COMMO FOOT FACE NAIL - END JOIST OR BLOCKING 1/2 DIA. LAG BOLTS W/WASHERS ; •.......•... CNW COUPLER NUT DRAWN BY: MH CONNECTED TO BLDG. @16"OC STRINGER r'' •T �, POST DECK FRAMING @16„ C � r _ MINIMUM (2)THRU- ,i✓' END DISTANCE JOINT DESCRIPTION NAIL NAIL NOTES 9/7/2023 . .... • QTY. SPACING BOLTS JOIST TO: ANCHOR dia. ° MINIMIM s SILL,TOP PLATE OR GIRDER JOIST NAIL PIER 16"TREAD TOE PB44 POST 'o� {� •' ••. c ^ 4 8d COMMO . FLOOR FRAMING a e° �; ,'�' oy` o o END psrANCE v °, BRIDGING M EACH TOE SCALE: SEE PLAN • i• 12 x12 x12 2 - 8d COMMO 2x JOISTS I %.• o•. • „ GRADE .,a CONC.SLAB � as ��''•r., '' •o��•.g' •' .i�'3'•'�� CONCRETE FOOTING TO JOIST END NAIL :Q,f (AS REQ.) 4 ;�a •"':,,,;;;;„j .,;./' V y c A % c A V BLOCKING EACH TOE BLOCKING FOR JOIST HANGER ° •. V V 2 -Sd COMMO F N s TO JOIST END NAIL SHEET N O. LAG BOLTS d CON a DECK PIER BLOCKING TO: EACH TOE Y 'Q c Q , ,e CONC. •,+,f r PER PLAN 3 -16d COMMO 3 DE- O p 3'-O a^ PIER HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NA � 9• 4 . t� RIM JOIST/BD. 7 n ' o�9 y SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FA �, `�. 01 DECK POST FTG. CONNECTION 3 -16d COMMO ° 9'• ��°•4 INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST N L_- "�:_ �Ati LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER 3 -8d COMMO PER Tj�-- w4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST N , DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING BAND JOIST 3 -16d COMMO PER EN °� 5a2 TO JOIST JOIST NAIL %FtS P BAND JOIST TO: 2 -16d COMMO PER TOE NAIL SILL OR TOP PLATE FOOT NAILING SCHEDULE WIND FRAMING NOTES PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL M rj H 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING Design Services When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMONRAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: YAM.mchdesi nseryices.eom intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8 WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE 9 TOE-NAIL ) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST phone: FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES (631)298-2250 State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL email: UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 michael@mchdesignservices.com sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 30 meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 y g EXTERIOR BALCONIES AND DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL MASONRY WALLS (8"THICK) S0 CEILINGS (PLASTER, STUCCO) U360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) U240 accordance with table 3.3. TO RAFTER GUARDS AND HANDRAILS 2FIRE ESCAPES 4000 END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 3). Dimensions shall take precedent over scaled drawings. TO RAFTER RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 NON-SLEEPING ROOMS 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p pP STUD O.C. NAIL Sym•: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. t ^ attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION v , 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 O FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD r••••r determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL QTY. SPACING 20 PSF 130 B SEVERE 3 FT.2.4.4.2 and 2.2.4 respectively. NOTES h+�l MODERATE SLIGHT TO - � r , V 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE TO HEAVY MODERATE 17 NONE ' ! 1 concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: W Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES �""'� be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD A [� 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 lP4 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: (� P g g' BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD �T.� O 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE ft. GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 � V 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL NOTES Q Ili A 8x16 cast iron foundation vent for every 150 sq. . of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 1.4 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z U w O N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMDN JOIST NAIL ~ 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. �T� � 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMD FOOT SEE NOTE: 1 Fil Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE into concrete with a minimum 1/2" dia x 7" Ion anchor bolt with washers and nuts. 2). Tabulated 12 inch o.c. nail spacingassumes sheathingattached to rafter/truss framingmembers with G>0.49. Vol n FRAMING NOTES g ROOF SHEATHIN For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. ^ 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTY SPACING Z O Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. . 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. O 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir.. 4). Deck joists to have blocking at TO o.c.. CEILING SHEATHING: '-" SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) .....� 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. Q 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7 O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearin wall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 0. . 8d COMMON @ 12 O.C. SEE NOTE: 3 g ( ) 1 ( ) g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM -SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMO 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 10" O.0 . FIELD 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) y p y g y p pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and sates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufactures recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ=FLOOR) 3). INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ. FT.9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL under all bearing walls. NOTES:� NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) " q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, DRAWN BY: MH 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3�� on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL, drop ceilings and cove ceilings. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 9/7/2023 1). All electrical to be installed as per N.Y.S. Residential Construction Code. such as shear plates, shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13 . All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of g TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2). When wall sheathing is continuous over connected ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. SCALE: SEE PLAN to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or OF EW SHEET N O. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314Yo torch down type material over. and R315 of IRC. r` 'e'S 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G ti w be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL. INSTALL WITH CAP AND BASES.USE WITH FLASHING CAPS TO N� O COVER TOP OA �O S Npy