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Home My WebLink About47383-Z •rcu= EFD( � Town of Southold 2/12/2023 P.O.Box 1179 H 1 53095 Main Rd oy o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43832 Date: 2/12/2023 THIS CERTIFIES that the building ALTERATION Location of Property: 865 Meadow Beach Ln, Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-17-17.20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/6/2022 pursuant to which Building Permit No. 47383 dated 1/25/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: finished basement with bathroom(no bedrooms)to existing single family dwelling as applied for. The certificate is issued to Reichardt,Jean of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47383 1/9/2023 PLUMBERS CERTIFICATION DATED 1/11/2023 r d ' cuch 11)17 Au th i e S gnature S�FFa�iX TOWN OF SOUTHOLD BUILDING DEPARTMENT y g TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47383 Date: 1/25/2022 Permission is hereby granted to: Reichardt, Jean 865 Meadow Beach Ln Mattituck, NY 11952 To: Construct interior basement alteration at existing single family dwelling as applied for. At premises located at: 865 Meadow Beach Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 115.-17-17.20 Pursuant to application dated 1/6/2022 and approved by the Building Inspector. To expire on 7/27/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $780.00 CO-ALTERATION TO DWELLING $50.00 Total: $830.00 Building Inspector pF s0!/j�o! 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 a� sean.devlinCD-town.southold.ny.us Southold,NY 11971-0959 ODUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jean Reichardt Address: 865 Meadow Beach Ln city;Mattituck St: NY zip: 11952 Building Permit* 47383 Section: 115 Block: 17 Lot: 17.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor 1 st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 32 Ceiling Fixtures 8 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 28 CO2 Detectors Sub Panel 100A A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights 3' Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches 22 4'LED P1 Exit Fixtures Sump Pump Other Equipment: 1 Puck Lt, Mini Fridge, Mini Split w/4 Blower Heads, Sub Panel 100A 24 Circuit Notes: Finished Basement Inspector Signature: Date: January 9, 2023 S.Devlin-Cert Electrical Compliance Form pF SDl��Dlo Town Hail Annex Telephone(631)765-18( 54375 Maim Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUMOLD 111 JAN `� 3 2023 BuUMODjEPT LD CERTIFICATION M M OFSOUMM Date:�� b--3 Building Permit No. Y73913 Owner.Jin el Ck a4-j"I (PIease print) Plumber f (f C L-L-(-- (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P)&bers Signature) Sworn to before me this I � - day of TO-AUOLI- 20__�jj SUSAN A.R17�Q Notary Public.State of Nein York N0.(l1 816183459 Qualified in SL MON County; Commission Ecpires march 17,2 , Notary Public, County OF 50(/TyO� TOWN OF SOUTHOLD BUILDING DEPT. COD 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [" ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ Vi"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: /a rL s2— I (o(2, g6 , bw, I u M,61,rA or u aW DATE ANSPECTOR - # # TOWN OF SOUTHOLD BUILDING DEPT. couMv, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH 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: �f ct\) o[G 0 DATE 1 ��/ INSPECTOR # * TON OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION —� _[ ] PRE C/O [ ] RENTAL REMARKS: DATE Zr INSPECTOR OF SOUI,�olo o # TOWN OF SOUTHOLD BUILDING DEPT. couNn,N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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: sk otion"/ vw I 19C/x6A,-;v N 0 DATE INSPECTOR k1 hO�aOF SOUTyO� ! # * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 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: QA 7451' NAT tG DATE Z INSPECTOR r, Insulation Certificate AWOVELK CONMUCTION This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. Closed Cell 2.00 lbs/ft3 DC-315 Fire Retardant Thermal& Ignition Barrier Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Insulated Area Aged R-Value Thickness" Existing house - Basement Concrete Walls R-21 At 3 inches "Nominal thicknesses are representative of field,spray-applied foam material- DC-315 aterialDC-315 Fire Retardant has been installed in accordance with manufacturer's processing guidelines to provide fire protection for Spray Polyurethane Foam (SPF).Tested and evaluated in the USA by UL and ICC-ES. It is fully AC456 Compliant and satisfies the International Building Code (IBC).This coating has been applied to the following exposed areas. Basement Boiling tank wall Basement Closet wall Jobsite Address: 865 Meadow Beach Ln, Date of installation: 01/15/2022 Mattituck, NY Contractor: Eli Construction Services INC. Phone: (631) 869-5171 1490 William Floyd Pkwy#109 Shirley,New York 11967 AME'Ll (631)869-5171 info@eliconstruction.com CONSTRUCTION 1 z kr9'+ 3 Y g. Tw. u#i� F � 'g 7 e`� rr ■rr�►rr rr �rrrrr�rrr rr�r�rrr� "�rrrr�rrrrrr rrrrrvr�� rr�rrrr�r err L t _`o a r ,� 4'�� • .� '-L - ., i`.,� � � A d :) s � `/ • �h. s. �. 1. `. y�� .{'V`+ Q .1 `�:<.::y �� ..A,��y., `_ 1 .� 't � �". ♦� '. �, .. �' � � <��I �' ��.; �E `. ; . �. ,. ., t . � � -� ' I -, t ��, ��,��`''�• � ANDERSEN � � - �v �� e �� ` r ', M ;� .;�� ' N. ,A � � b t �I f` �� ,, � ,: �; .r �� / j . �" e + � .,. .;' µY ::..t-.,t .• :.� - .��.•� s. �' 1 a i i� a ; �. 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E �F F 3; a N ,j; , y.. k f.. r zti r 4 I FIELD.IN REPQRT•. -DATE COMMENTS 41 ►d FOUNDATION(1ST) j FOUNDATION(2NA); CA Z . . 0..�5•. rt7�liV�l • �'O .�: �AiLIS. -f'02 l Y1.�2210 G�tR. C a�2a.lo. ii IvA,+,h�' ate: N ROUGH FRi1MING:& :' ►�-] PLUMBING '1 Q INSULATION.PER N.Y. . y STATE ENERGY CODE —IS tid T - hAA 6em (;Q FINAL, ADDITIONAL COMMENTS i A ' o 185 6S 0 all v� z �UFFO(R TOWN OF SOUTHOLD—BUILDING DEPARTMENT g Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�o ao�AF', Telephone (631) 765-1802 Fax (631) 765-9502 httl)s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only t PERMIT N0. Y�-383 Building Inspector: �. J A 1,1 6 2022 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an "" t;',�rr; 7`7-71 Owner's Authorization form(Page 2)shall be completed. ,..r . �•,.°:_' -, -� Date: OWNER(S)OF PROP RTY: Name: an e` V 1af SCTM# 1000- Project Address: 5p/�W` an CAo(,� k)mda WsAj , mui-�Lc K- 1 �kJ q3 a Phone#: (06\- Email: e g\ 9 C Mailing Address: CONTACT PERSON: Name V- Q Mailing Address. \ 1 Phone#: _ (� _ 1 Email: acW -@A,�wdu)rv-10 , a Yy--\ DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: 5 �) (� ClAchoQue \i N Phone#: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: ( _ GW Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition WAlteration ❑Repair ❑Demolition Esti mat d Cost of roject: ❑Other `�� A� $ �0U, Will the lot be re-graded? ❑YesKNO Will excess fill be removed from premises? ❑Yes ,j(No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: l 1l 70 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes E�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 By(print name): ,Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OFJIL ) �- being duly sworn,deposes and says that (s)he is the applicant (Name of in ividual igning contract) aove named, (S)he is the �� G (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of_��2CQl1�b2c ,20,;2) Notary Public Regina L.Cartse OS i•. ry Public-State of Newyork r?o.niCA61989o8 ;lit..�:dinSuffolk County PROPERTY OWNER AUTHORIZATION <' :.;I,is'sion F_xpiresJanuarY5,202 (Where the applicant is not the owner) 11 OOnn nn /f `C ?� 2��a wac k residing at K do hereby authorize CI to apply on my ehalf to the Town of Sout old Building Department for approval as described herein. /�� Owner's Signature // Date Jeal Print Owner's Name 2 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD N = Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 oy�jO� a0�� Telephone (631) 765-1802 - FAX (631) 765-9502 roaerroa-southoldtownny.clov - seand(D-southoldtownny aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1 a( � Company Name: �I�C, Electrician's Name: License No.: '3LbCO-�Y)E Elec. email: a Elec. Phone No: (� - - ®I request n email copy 6-f-Gehificate of Compliance Elec. Address.: a \ �Z� \� i\q-i�. JOB SITE INFORMATION (All Information Required) Name: :3an :R�C r\C\YdA�-- Address: 2k cJ `� c( Cross Street: L� Phone No.: Bldg.Permit#: `ql�??b email: ' Tax Map District: 1000 Section: Block: L t: `fie a BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 72MA Circle All That Apply: Is job ready for inspection?: ❑ YES ❑NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ffN0 Issued On Temp Information: (All information required) Service Size❑1 PhF-]3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 El H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD e, Town Hall Annex- 54375 Main Road - PO Box 1179 Southol", ew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rocierrC&-southoldtownny.gov- sea ndna.southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Al Information Required) Date: Company Name: P (_e-C; / !VC . Electrician's Name: JCS License No.: Mcr- 3 yol/ Elec. email: ck /Ovm'easi I- 11.00ZOO" Elec. Phone No: &31- %S-glay request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORM TION (All Information Required) Name: h2 0 Address: -86F (liCS 0,tcf/ e-AJA"I vC fL Cross Street: Phone No.: 631 Bldg.Permit#: V9393 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE learly): Square Footage: Nva Circle All That Apply: Is job ready for inspection?: YES NO Rough In ElFinal Do you need a Temp Certificate?: F� YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New service Fire ReconnectFFlood Reconnect Oservice ReconnectMUnderground DOverhead #Underground Laterals M 1 R2 H Frame M Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 101 Z t-2--Z- V,e- ZV,e- c-# 102(ate2 8f '-4`73�3 �t 8S— ` NefF' BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southol", ew York 119.71-0959 - , ,� Telephone (631) 765-1602 - FAX (631) 765-9502 -V rogerr@southoldtownny.gov- seandO-southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: t) _ Company Name: A A c eag 1 C . Electrician's Name: KC �- License No.: M::r- 3 YAI Elec. email: Elec. Phone No: &31- &E. 9 Va V request 6n email copyof Certificate of Compliance Elec. Address.: JOB SITE INFORM TION (All Information Required) Name: L Address: �� 1f Pi �Al1171—(L- � (C Cross Street: Phone No.: 631 6S--% ,7 Bldg.Permit#: Y 13 93 email: 0 "&I �o Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGEJTas;7tlearly): ot/T W Square Footage: 000 Circle All That Apply: Is job ready for inspection?: YES❑ NO Rough In Final Do you need a Temp Certificate?: D YESF-1 NO Issued On Temp Information: (All information required) Service Size❑l Ph 73 Ph Size: A # Meters Old Meter# D New Service[]Fire Reconnect[-]Flood ReconnectOService Reconnect DUndergroundDOverhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION VE- c-* 101FL,-L B-P * 4-T 31,v3 t Bs-- DWELLING — PUBLIC WATER ACROSS ST. _ PERMIT NUMBER 2.5598 WAICl1 MAIN HALLS CREEK DRIVE (` N6854'30"E 12_5.00' UND I A,V O Q 3' CONG. MON. -- EL.-20.0 l� CJ 11' WIDC DRAINAGE EASEMENT DRIVL•WAY I. v to CP2 N cy— N CP l �Ea x'66 S I LOT 27 O 0& e eofisr ' '`� 16�'� �Ao°oo Q) +� �zooJ DWELLING— 0 -50.5 '°ISR PUBLIC WATER ' u:t3�• �,h3 1209 � r l \ V20.0 �+Z ( `as s�o c 12 i Q CA, 1 (A TWO STORY L fp FRAME DWELLING Q A U3 ", F.F.-23.3 N r_ 9' mADJACENT PROPERTIES SERVED BY I PUBLIC WATER. 01 NO SURFACE WATER EVIDENT WITHIN 300'. ELEVATIONS APPROX. N.G.V.D. p 62 40��0 �0� 25DWELLING— PUBLIC WATER 1 \ opo; 'OZ: SANITARY SYSTEM LOCATIONS �A ITEM /:.. 4° • s zo 30 T CP 1 .T3' 31' r a Az ' m 1 LOT AREA: 40,738 Sq.Ft. CERTIFIED TO: SURVEY OF MANZDENNIS SCW. RT ICHARDT INC. L 0 T 26 JEAN M. REICHARDT MAP OF SIERRA NATIONAL MORTGAGE CO. HARBOR VIEW at MATTITUCK PEERLESS ABSTRACT CORP. L ASEMEKS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED. SITUATE AT ARE Nor A ANTED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OFMATTITUCK GUARANTEES INDIC17ED HEREON SHALL RUN ONLY TO THE PERSON(S),FOR TOWN OF SOUTHOLD WHOM THE SURVEY/S PREPARED, AND ON HIS BEHALF TO 774E*LISTED TITLE HEREON, SUFFOLK COUNTY, NEW YORK PANY, GOVFI?NMENTAL AGENCY AND LENDING INSTITUTIONS LISTED PlEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLF. TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS " THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO SCALE.• 1 =50 DATE.• JANUARY 22, 1999 THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THERE- FORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING S C.T.M. DIST. 1000 SEC. 115 BLK. 17 LOT 17.20 WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO BUILDINGS AND ANY OTHER CONSIRUCI'ION. JOB NO.: 1691Vno. L MAP NO. 8377 FILED: AUG. 21, 19876. Gy 9� �� •...; .. way Ho on Ba ', N.Y. " 46 2/22/99: REV. HOUSE DIMENSIONS (51 B) 8-5330 J/Jl/99 STAKE FOUNDATION U/C 4/J0/99 Marc E. Charest, L.S. FIM 4L 10/2/.99 Successors to ADDED CERTS 10/22/96Poul T. Canalizo, L.S Robert A. Kcrrt, L.S Good Ground Surveyors, P.C. REVISIONS: CXW245 EGRESS -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ♦ / ♦ O / ' � CXW245 ART STORAGE EGRESS ♦ 7-9"CEILING HEIGHT O M--I 2'-1" 11'-3'/2" 01 [—� I 0 3'-11" 9'-10" 11'-5" C� OJT ----------- --- IIII Q„ IIII ` J � CRAFT ROOM � CLOSET I� N S , I 7'-9"CEILING HEIGHT 9 .9 nu till IIII "VC � II I I IIII �F, Ofn IIII 1 I QC,S, - - - - - - - - - IIII I I I IIII _ 1 MICROWAVE -J IIII M I I `--FJ ABOTR RECREATION AREA I I N I T-9"CEIL114G HEIGHT I l o I I W 4'-7'/2" I W 1till 4'-0" I I Z IIII I I 1 1 IIII I/` IIII 251-511 II I SII ' MEDIA ROOM 1 III ---------- T-0"0 t ------ - _______�_________ _________ T-9"CEILING HEIGHT I O C� -------- --- -9'-6 _ --- s 12'-71/4" 11-11 14ry I W N IIII I BATH IIII 1 U III, 7-9"CLG.HT. O IIII 00 F„� O I nn I00 IIII nn I nn I "" UTILITIES / UNFINISHED STORAGE I WASTE PIPE CHASE I 3'-0" I I IEJ ECTOR I \PUMP CLOSET I o J ♦ � m � V / X v / c') O � / O C �- - - - - - - - - - - - ♦ C,011 m Ln U , NOTE - - - - - - - - - - - - - - N INSTALL SMOKE AND CO DETECTORS PER CODE. w O PROPOSED BASEMENT PLAN SCALE: 1/4" = 1'-0" N to, I.. orx .,,I0 p, 4 1 DRAWN: MH/MS SCALE: JOB#: 1/4/2023 SHEET NUMBER: A-2 //r 7 I7TFJ T r-�� I art REVISIONS: APPROVED ASNOT D OCCUPANCY OR DATE: a B.P. 3 USE IS UNLAWFUL FEE0-0v By. VVI I IK ? EIT C E RTI FI CATE NOTIFY BUILDING DEPARTMENT AT r 'C U Tell�CY 765-1802 8 AM TO 4 PM FOR THE FOLLOWING 'INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST COMPLY WITH ALL CODES OF BE COMPLETE FOR C.O. NEW YORK STATE & TOWN CODES ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN ZBA DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOW,4 PLANNINIG EOARD SOUTHOLD MIN TRUSTEES Blower door N.Y.S.DEC c-nd ductwork testing required. PLUMBER CERTIFICATION r-ccmw.r*r,..,.z..,..r „�. �, ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT ►-� EXCEED 2110 OF 1% LEAD. E-+ mi nn nn i nn nn nu nn � nn un nn nn i i nn - nn — — — — — — — — — — n„ � � I nil nn i i n� I W nil � i in ilii i , ni nn i •-- - ni I Q {Yi nn in I O � O ilii I I ui nn � iii lin I ii - -- - '-- ---- ' ' ----- ' -- ' -- ' -'- ----'- --'-- ----- ----- -F--- lin I Q H nn W1-0 �n� I vT \ Q m' I nil V"t nil I 00 nu Lj nil I nil nn I nn nn I un I I I I I 0 J r-+ °m` Q o / X � O c1 ++ / N L1. v — — — — — — — — — — — -� / cC 4J I, \ / / v m / r / trJ U r+ v \ / N O C W H 0 EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0" N - V ^?2 d ,S�FtED qRc IN Sc DRAWN: MH/MS * SCALE: (n � JOB#: ex 2339 �� 12/17/2021 SHEET NUMBER: A- 1 REVISIONS: CXW245 EGRESS ,- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i O / CXW245 EGRESS / 12'-011 1'-11" 11'-5'/2" / ART STORAGE T-9"CEILING HEIGHT h,b o � �o 4'-1" 9'-1011 11'-5" s 6 _ CRAFT ROOM rn 7'-9"CEILING HEIGHT CN nn �Oti s° `OAF CLOSET N s, T O (III N IIII 3'-5" 8'-0'/211 '9 Ini 2X6 WALL nn Inl _ ii FjC n n O I °� �, COFFEE STATION N I M Q WETBAR L=�y Inl I �T� n n I I Lu h�-I IIII I C I ' nn I MEDIA ROOM I d 1'L nn M I I T-9"CEILING O x p� II RECREATION AREA cn T-9"CEILING HEIGHT Inl I Q W l 7 IIII , I � H _ _ 7'i 2XWALL '9'-10" 12'-3'/2"u, T N 9' 6" T CLG.HT. = I n l 11'/4" I Inl `+ x Inl I 00 r/ NIIII I I 1 O' IIII I rW/] IIII OU F IIII 'o • IIII 3'-0" � I T-0" WASTE PIPE CHASE ,, I � � I (EJECTOR I UTILITIES / UNFINISHED STORAGE PUMP CLOSET I o N v /J c`f) / � / x ^ v rn 0 r s, m U v — — — — — — — — — — -- p 00 m � / Icy U r CZ 00 `� v NOTE - - - - - - - - - - - - - - W3 INSTALL SMOKE AND CO DETECTORS PER CODE. w O PROPOSED BASEMENT PLAN SCALE: 1/4 - 1 -0 � N ir U _A � r �,, DRAWN: MH/MS ?."�:�' ' 3 �• `; n - SCALE: %,. Q}= If- r' 1. �,� ;" ', JOB#: ' 1/24/2022 F� JAN Q L (� U2 SHEET NUMBER: A-2 REVISIONS: Generated by REScheck-Web Software Compliance Certificate Project REICHARDT HOUSE Energy Code: 2018 IECC 8"THICK CONCRETE Z Location: Mattituck, New York WINDOW WELL o Construction Type: Single-family (ALT.: 6X6 ACQ OR SCAPEWELL) 0 HORIZONTAL PROJECTION (ie DECK) Project Type: Alteration p Climate Zone: 4 (5331 HDD)) #5 REBAR U Permit Date: @ 12"OC Z < Permit Number: cew U Construction Site: Owner/Agent: Designer/Contractor: C E 865 MEADOW BEACH LANE E 0 m MATTITUCK, NEW YORK o Z REMOVABLE STEEL GRATE 4"min. ° 3 3'0"min. -, UN 3R a�. - -, _ ,r�l��-..._.._ k` �- a . : RJ �.. ._....__.. _. �^� _3 4ii - 1= _ #5 REBAR 141. O° ° PROJECTION @ 12 OC 4 - C) OZ - 44 max O r.-. (OR LADDER EGRESS WINDOW Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade *ADJUST FOR LARGER WINDOWS i= T; p' q 9 p p p g (WINDOW SHALL BE ABLE TO o O° ' (PER CODE) assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. OPEN FULLY) Z O w o n O° DRAIN Envelope Assemblies WINDOW WELLS TO BE COVERED WITH STEEL GRATE. COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. O o ;44 min. 6" DEEP GRAVEL BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO Wall: Wood Frame, 16" o.c. 2,084 20.0 0.0 0.059 0.060 123 125 WINDOW WELL DETAIL MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS DRAIN PIPE .0 p• 44" max. Window: Wood Frame NTS LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O° ° 4 0.290 0.320 1 1 SHGC: 0 THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL. LADDER TO BE PERMANENTLY Window: Woo od Frame SHGC: 0.32 52 0.290 0.320 15 17 FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF , NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O° ° Door: Solid Door (under 50% glazing) 21 0.280 0.320 6 7 OF WELL. Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other WINDOW WELL HALIDE CLEARANCE SHALL BE MINIMUM OF calculations submitted with the permit application. The proposed building has been designed to meet the 2018 IECC requirements in 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER Q' OPENINGS AS REQUIRED. REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. W Name - Title Signature Date W Q a O O U d H 00 I•-Ir l-I H � I-2" 2" 2" Project Title: REICHARDT HOUSE Report date: 01/24/22 o o @ 12" 0 0 0 0 2" 2" Data filename: Page 1 of 1 o Q Q O® O® e C ®® CO ® m N o m m y v FASTENER TYPE: SPACING: X �. V No.8 WOOD-SCREW p, cn O BASED ANCHOR WITH 16"OC r'•1 S a V tin.EMBEDMENT LENGTH ® ® ® 9 No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OC Ln v tin.EMBEDMENT LENGTH 1/41n.dia.LAGSCREW O is X50. BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH ® ® ®® ® ® i. Q @ In U {�.+ cn ^„ OO OO 3/4"APA PLYWOOD SHEATHII+G 00 1/2"APA RATED SHEATHING GRADE PLYWOOD O W (ALTERNATIVIVE:7/16"O.S.B.) ® ® ® ® ® 3 O® 11/4 1 1/2 1 1/4 1/2"APA RATED SHEATHING GRADE PLYWOOD ® O (ALTERNATIVIVE:7/16"O.S.B.) b ® ®® ® COD 13- cc to Oo m0 F.A.I. H FASTENER TYPE: SPACING: 2X4 DF#2 B H No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC U WINDOW SILL tin.EMBEDMENT LENGTH ® ® ®® ® ®�-- 2 3 O TYPICAL WINDOW OPENING No.10 WOOD-SCREWS C.O. 11/4 BASED ANCHOR Wmi 12"OC PANEL SPAN EQUAL OR SMALLER 2In.EMBEDMENT LENGTH THAN 4 FEET 3 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC 0 2In.EMBEDMENT LENGTH N "1/4PER FOOT PITCH TO DRAIN TYPICAL DOOR OPENING SLOPE" — � PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: StACING: 4 W d AND EQUAL OR SMALLER TOG2ETHER#2 STUDS CONNECTED WITH STAINLESS STEEL 8 WOOD-SCREW TO APROVED •h°'1'**9�Y• No. OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH B"OC 4"C.I. SEPTIC SYSTEM \ THAN 6 FEET AND NUTS @ 2'-0"O.C. tin.EMBEDMENT LENGTH TRAP HOUSE Cn TYPICAL MULTIPLE OPENINGS No.10 WOOD-SCREWS BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH PLUMBING SCHEMATIC AND EQUAL OR SMALLER BASED AN HOR WIH w"CC SCALE: NOT TO SCALE :.: THAN 8 FEET tin.EMBEDMENT LENGTH •� ` . WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 " ,'•+ �� 3 �/ AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO 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 r •�> '` pr '/r DRAWN: MH/MS CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 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. �0 ,� SCALE: � � JOB#: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �� " FFr 1/24/2022 SHEET NUMBER: A- 3 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE *N*- " ERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE 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 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 AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g Y P g g p P FRAMING ELEMENTS 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 FER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 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 ( DESIGN DEAD LOAD(PSF) R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 sound and a weatherproof com leted product. shall be connected with uplift connections in accordance with table 3.3c. UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 p p p P CEILING JOIST LAPS AS FER 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 WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: 3o INTERIOR(LIGHT FRAME)WOOD WALLS 10 COLLAR TIE AS FER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR LIGHT FRAME FLOORS meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ( ) STEEL WALLS 5 U360 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 EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS (8"THICK) 80 CEILINGS(PLASTER, STUCCO) L/360 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 FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) U240 accordance with table 3.3. TO RAFTER END NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS P 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs ( CASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 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 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 QTY. SPACING 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 TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) P p p P g P p g� TOP PLATE - 16d COMMO FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE l 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 STUD - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. H 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 16" O.C. FACE 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 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION w 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. JOIST, BAND JOIST, 1 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 P GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 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 LOAD CATEGORY DEPTH TEMP. REQUIRED HAZARDS MPH Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH)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 NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE - concrete or mason walls occurin In exterior or unheated interior areas. 4 - 8d COMMON masonry g 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be 3.5. TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: 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 BLOCKING TO: 3 - 16d COMMON EACH TOE INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). p p g along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 W 6). Crawl spaces to be provided with a minimum 18 x24 access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL � d 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER NOTES O a o DECK AND COVERED PORCH NOTES: 3 - 8d COMMON PER TOE x � 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL U 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 COMMON 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, 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. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall bd. 2 - 16d COMMON e useQ U Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHETH I N • 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W H • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. U 1). All framing techniques and methods as prescriptive design of current SBC High Wind3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL l� 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. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 00 below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd kS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 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 8'0 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 Q-Y, SPACING g g SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7" O.C. EDGE o Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all p grade. WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 N v 1= 6). Concrete piers shall be a minimum 6 above openings. LVL headers to have 3 jack studs and 2 full length studs on each side of a; ( ) j ( ) gWALL SHEATHING: ar .G openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES " Q) 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored o m � '� openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAI_ NAIL to girder(s). JOINT DESCRIPTION THESE NOTESARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O y and blocking where applicable. QTY. SPACING h X 0 M, 5 . All flush beams/headers to be installed with heavy duty galvinized hangers and 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 -d z v Sd CONMO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall a, Y Y g g PANELS WFCM - SBC be used. DO Eo -� anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE '~ 6d C0I4MO 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 u a, 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. � 5d COOLERS on plans. WALLBOARD 10" O.C . FIELD N v 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 0 W other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, MIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. � where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES l" OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ. FT.2ND. FLOOR) w 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF NYS Residential Code R302.11 -FIREBLOCKING REQUIRED ~ under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: V Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Q requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. cn 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO IE 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 full dill s requirements the MENTIONED IN SCHEDULE I`OTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) Y coordinate asystem data and re qremens w1).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 N Emw( 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are baed 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. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the pang edge. If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. ��_"W Contractor and owner for final review and approval. is nailed 3" on-center at the pinel edge to obtain higher 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, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor • TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTESshear capacities, nailingrequirmentsforstructural V adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, orilternate connectors, REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces Ul) over subfloor as per manufacture's instructions. such as shear plates, shall be us.d to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. ,� 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 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 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. 2). When wall sheathing is coninuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.'' to have regular 1/2" sheetrock. All walls to be taped and finished. to be re uc a tabulated numbe of nails shall be permitted 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. 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail peifoot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or 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 R314 GN �E\IIN SC, torch down type material over. and R315 of IRC. ��3 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G N * DRAWN: MH ISIS be installed with a foam sill gasket and co r-tex termite shield ora roved equal. OR APPROVED EQUAL.INSTALL WITH CAP U1. g p pp q AND BASES. USE WITH FLASHING CAPS TOSCALE: O COVER TOP ), 3 � JOB#: F O 12/17/2021 SHEET NUMBER: A-4