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HomeMy WebLinkAbout49918-Z soulyo`o Town of Southold * * P.O. Box 1179 y r 53095 Main Rd UNV�' �o Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45919 Date: 01/30/2025 THIS CERTIFIES that the building . ALTERATION Location of Property: 855 Horton Ave Mattituck, NY 11952 Sec/Block/Lot: 141.-1-24.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/10/2023 Pursuant to which Building Permit No. 49918 and dated: 10/20/2023 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: alterations to convert existing covered porch to habitable space as applied for. The certificate is issued to: Donald Laskey Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ' ELECTRICAL CERTIFICATE: 49918 12/9/2024 PLUMBERS CERTIFICATION: Donald Laske 9/14/2024 '"WL tho ' e Si ature o�g�FFQ[K�D TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE �y • SOUTHOLD, NY col ,�P 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#: 49918 ` Date: 10/20/2023 Permission is hereby granted to: Laskey, Donald 855 Horton Ave Mattituck, NY 11952 To: alter existing covered porch to living space to existing single-family dwelling as applied for. At premises located at: 855 Horton Ave, Mattituck SCTM #473889 Sec/Block/Lot# 141.-1-24.1 Pursuant to application'dated 10/10/2023 and approved by the Building Inspector. To expire on 4/2012025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $382.00 CO-ALTERATION TO DWELLING $100.00 Total: $482.00 Building Inspector oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 1 1 97 1-0959 a �yCOUNTI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Donald Laskey Address: 855 Horton Ave City: Mattituck St: NY Zip: 11952 Building Permit* 49918 Section: 141 Block: 1 Lot: 24.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Home Owner License No: SITE DETAILS Office Use Only Indoor rV—' Basement Service F Solar Outdoor 1st Floor (— Pool r Spa r Renovation 2nd Floor I— Hot Tub r Generator F Survey r Attic r Garage Battery Storage If INVENTORY Service 1 ph I— Heat Duplec Recpt 13 Ceiling Fixtures Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Other Equipment: 200A 40 Circuit Panel / 35 Used Notes: Service, Enclosed Porch & Laundry/ Bath Inspector Signature: X Date: December 9, 2024 Sean Devlin Electrical Inspector sean.devlin(a-town.southold.ny.us 855Horto n Electric • ��g11Ff0�,��o Town Hall Annex �yo Gym Telephone(631)765-1802 54375 Main Road P.0.Box 1179 p, x:. Southold,NY 11971-0959 s BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No., Owner: Y��i 17 Z-,-f S e (Please print) Plumber: c3 VL�t. > = 4'-S ��� r.;yq�'• (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"4 day of s& y ..'Qg[' 20 a Notary Public,Sv Vol 44-, County, G"EL_KjN- �? STATE � OF NEW YORK NOTARY PUBLIC Qualified in Suffolk County;N ^� • 01KI6401639 :�� 0 MIS OF SOUTy�<o # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 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 g y INSPECTOR 50UTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 qws INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: , - C) i DATE /-ffly INSPECTOR o�aItf so yO �q �' ��,� f or�pvi ✓e . -_ _ # TOWN OF SOUTHOLD BUILDING DEPT. coulm, 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 [p�J ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ' [ ] PRE C/O [ ] RENTAL REMARKS: DATE ' o� " INSPECTOR Y4466�!W OE SO�Ty�6 t # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 q�idq,i INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: DATE INSPECTOR pF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 1 N-SPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] i LATIOWCAULKING,,. [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RIGS: ► iv C4�A� IDTPA 6 Vhlt� ^ t . �g� .� DATE INSPECTOR OE SOGIyOIo TOWN-OF, SOUTHOLD BUILDING DEPT. "coulm, 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) C ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [: ] PRE C/O [ ]:, RENTAL REMARKS: . /Vc � otr it r j l7/ DATE 9 / � / 2- Y = INSPECTOR 2 ®rl Q -noovoN -no►I/011 IIIi V� M VN OL 1A10� VI O6 YN 0 k ;. Jjoio Ao,n 330to j0/o �Ot+04 I 5L 0z 0z evsl. e I evv�,l erv.. i S` _0a Now 1 — I ' e a OL I ' r 9° ss� ss- es ie� po zo so zo � a i o0 •" mu xu qu ,ql. qua qU'•� MM Mu M• — —..0� � wi.,�,t ice- 1. © DANGER PELIGRO DANGER ba4room �"lrtx�rn c� arch � 3 N ew cv CR u�+arl �a� p% k5 ��o ?IELD INSPECTION REPORT. DATE COMMENTS t a --------- ---------------- FOUNDATION (IST) — — ---- _------- --- — -- ------ p�3 \� ------------------------------------- FOUNDATION (2ND) ----- — 7_ ROUGH FRAMING& PLUMBING -- - 1 1 INSULATION PER N.Y. — — STATE ENERGY CODE -- --- --- oeiel FINAL ADDITIONAL COMMENTS --- _ Z - N o H g�fF01� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y yg Town Hall Annex 54375-Main Road P. O. Box 1179 Southold,NY.11971-0959 . Telephone:(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny. ov Date Received APPLICATION FOR BUILDING PERMIT For-Office Use Only, I PERMIT N,O. Building Inspector: n L] 1 OCT 1 0. 2023 Applications and forms must.be filled.out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,anT,JtL13sr' �,P . Owner's Authorization form.(Page 2)-shall be completed. �- r 1,�,-o I'- . Date: 10/04/2023. . OWNER(S)OF.PROPERTY: Name:.Donald H. Laskey SCTM#1000-.- Project Address:855 Horton Ave Phone#;631-276-9827• FEmau:stepside1994@yahoo.aom Mailing Address:P.O. Box 664, Mattituck, NY 11952 -CONTACT PERSON: Name:Donald Laskey Mailing Address:P.O. Box 664, Mattituck, NY 11952 Phone#: Email: . DESIGN PROFESSIONAL INFORMATION: . Name:Jim 'Deerkoski Mailing.Address:260 Deer Dr; Mattituck,.NY 11952 Phone#:631-298-7116 Email:jamesdeerkoski@yahoo.com CONTRACTOR,INFORMATION: . Name:Self (as -above) Mailing Address:same as above . . . . . . . Phone#:same.as above Email:same as above DESCRIPTION OF:PROPOSED CONSTRUCTION ❑New Structure ❑Addition RAteration ❑Repair;:❑Demolition Estimated Cost PERM ❑Other: o0b Will the lot be re-graded? ❑ �Yes 1 Will excess fill be removed from premises? ❑Yes ®<o— 1 PROPERTY INFORMATION Existing use of property: Intended use of propertyr Zone or use district in which premises;is situ:ated: Are there any covenants and restrictions with respect:to J C1L cL. this property? ❑:Yes ®No IFYES,=PROVIDE A COPY: 8 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 aClass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.. Application Submitted By(print name): Donald H. Laskey ❑Authorized Agent. BOwner . :Signature of Applicant: Date:: 10-04-23 STATE OF NEW YORK) . SS: COUNTY OF .Suffolk ;. Donald H. Laskey being duly sworn, de'poses.and.says that(s)he is the applicant. (Name of individual signing contract) above named, (S)he is.the. OWn'er of the property. (Contractor,Agent;Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform orhave 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 .: 4th October 23 day of , 20 a .. Notary.Pub RAC . . NO�ryPubVlcH� KjIVG RACHEL KIN( 'State: -PROPERTY OWNER AUTHORIZATION Qualih° 01KIC)4 of Nek,Yoh..= Notary Puilic-State of:Ne:: ' min. 1639 k Where the applicant is hot the owner):' -No.01K16401639 .en�aP1r I®e®L1ey : . My CommissQualifiion Expii s'0 20Q3 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 . . BUILDING DEPARTMENT- Electrical'lnspector TOWN OF SOUTHOLD T Hall Annex- 54375 Main Road - PO Box 1179 cz . 0 2 8 2023 Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 �amesh(&southoldtownnv.aov - sea nd@southoldtownnv.aov NIiJ.£.Cn�i,k1�'49 l�s u _ � APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: SELF Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: bl - 1p - Bldg.Permit#: L 991 S email: E-L, s=- J 19210 00 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): gvJ zTc,��S Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑NO E2Rough In D Final Do you.need a Temp Certificate?: YES ❑NO Issued On Temp Information: (All information required) Service Size[?rlPh❑3 Ph Size: �C00 A #Meters Old Meter# New Service0 Fire ReconnectOFlood Reconnect Service Reconnect OU nderg round ElOverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? F1Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 121 �8�23a�cl ���•,� Ift C I D (0 6oL4 P F--. BUILDING DEPARTMENT-Electrical Inspector ►1 TOWN OF SOUTHOLD T � Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971 .C 2 8 2023 -0959 Telephone (631) 765-1802 - FAX (631) 765-9502 �J� � ameshna southoldtownny.gov - seand(a3southoldtownny.gov , APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: S C_ LF Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: bov �, Address: 5 � ®� Cross Street: ; S— Phone No.: L;Zkbl - Qo - Bldg.Permit#: L4991 g email: F_L_J_F 1 Ql 00 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: [YES 0 NO Rough In Final Do you need a Temp Certificate?: YES ❑NO Issued On Temp Information: (Ail information required) Service Size 1 Ph❑3 Ph Size: �)OC A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect[]Underground[]Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 12' 28�23a`� Ipp•� 1f.C.. c.4F I D l0 30L4 PERMIT I Address: Switches Outlets 1� GFI's I Surface Sconces HH's I► fjy UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator combo I Cooktop �\ Transfer �kC AH Hood Service Amp s Hzjve l� Usec special: 2� :omments 7 �' � .��_' __. _-ram-.�_...._.�._._.._-_. _I._..._._._. c.�•�M.w�_ Y. - - - - �r.�-.i...•..�...�+.._. .. F ' '•.O ` Nis �. •;. tib pG��.► � rl�r�-,q G• 638�4��s `C' a F-, srPrrtion ar-edt4"on ie n VMstlon of C•"•<"-4'i 1fl!3 96lV9y met 110f bASrf!L$ Seri eitait not bb COmidM'ef0' w N7 a vsAd true copy, /4'N f uz�r.ntsss Indeated hereon shO rein .;rOv m the rerson for whom Lhe sunk• 1� !'7! / ^, ed,ar.'d on his behs!'to[`3. i T+� -Y^, l/�� ... -s cf 9ba i•:;ZC!gc;'r.:•ci- . M.q, 1 ! � f V�r/'� S^.rB ra7 %^tuilons or aotsegnnnt / TOWN r7Fr .90C.rHot .0 • � ��rsc�oc�cCo.�N.Y� 4,0 s•/" Guar-arr*cad Y6 G04"7vote- ed 77Nc it=,P-n avwirr>rVn ;�"o F r-k. Qi v i.flDt?� Cari v , ¢`K � 7' p rrJ ��� A� Jf�+�"✓t j/G�A401r4/ ,1.96•�' APPROVED AS NOTED s.p� lg FM � BY LJ�i NOTIFY BUILDING DEPAR TAr JIM DEERKOSKI, PE 631 765-1802 8AM TO 4PM FOR THE phone: (631) 298-7116 FOLLOWING INSPECTIONS: I. FOUNDATION-TVA)FIFO FOR POUPED CC'NCRETt' 2. ROUGH-FRl-'.M` 3 ' .1 uiVv� , Llir 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF Ti IF COIDES OF N!E"V-1 YORK STATE. NOT R`'SPONSF'i.E FOR DESIGN OR CONSTi U(;i ON ERViONS LiL=j COMPLY W 4 ALL CODES OP NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF O /SOL7 AANNING BOARDSTEES PROPOSED SOUTH ELEVATION C./ z SCALE: 1/4" = V-0" w w � � A z � OCCUPANCY OR �--' I--q w USE IS UNLAWFUL '-� (n z WITHOUT W � CERTIFICATE P4 z v OF OCCUPANCY 0O F-4 w w 0 H PLUMBER CERTIFICATION x E-1 ON LEAD CONTENTBEFORE CERTIPICATE,OF OCCUPANCY O !� �� SOLDER USED IN�.'ATER I..� SUPPLYSYSTEM CANNOT C L EXCEED 2110 OF 1 o LEAD. 0 Must provide Manuals ? { MF31N G (� D,J and S as per Aci:PLUMP;f G' WAStE . ,&WATER LINES NEED',, NYS Energy Code T N :� of .couERlnr�,. Blower door ELECTRICAL and duar.orlt INSPECTION REQUIRED DRAWN BY: JD testing required. 9/27/2023 SCALE: SEE PLAN PROPOSED EAST ELEVATION F ��Ew SHEET NO: All exterior lighting E=�k 0 SCALE: 1/4 = 1 -0 Installed,replaced or repaired shall conform to Chapter 172 Q of the Town Code 2��o a 072'un�`l JIM DEERKOSKI. PE phone: (631) 298-7116 z O El LB] rL7.B 0 Ell W V cz z W o W � �-4 A z .� z W � � z C V w P4 FHI W � ZF-I U01 cn 0 CZ. �4 0 PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" CIO DRAWN BY: JD 9/27/2023 SCALE: SEE PLAN SHEET NO: Y AR��ssto,,� O JIM DEERKOSKI, PE phone: (631) 298-7116 ----- - ----- ------- --- ---- - - r - — - ------ _._. a ______ _- _____,.e_� .._.__._.._4 I11 1 y d i III 9 d i� 1 I11 A r p ! I11 S p e 111 m d JI11 OBOOIST "- r k I11 � r 4 S f L nl r y nl p i III p r i r m - S —-—-—---—--—-a i,---r--.------— ..-v -.,....q Y ..—..:..r..... .• _ _...___._ b ...s-v P. A I.a ' I11 1 y x Y p le ! nl a itl ! I11 1 p 1 , Aam 3 5 ------- ' 3 5 ti W W �..,12"dia.CONC.PIER I I ; �;; d-_--__-- � � , ^ 3'BELOW GRADE EXISTING �iAt 1 r ICJ r' W I ! F ` ^O III —I — 11I —— .. —————————————————• �!r' ._ _ .._ _ p ,.--——---— a W ——————————————— T -——I•M!�———— 4 III—————————————————— t R .,7---- m u Ilix Jill I 111 " t d a � •{/�/.11 III 1 A k O F, 16"OC '' 1 111 � `®'.._.�_ _ �'!'--•• '� �`r.,�-�..-.�..as.._�.�e e_d.o a 1� ,I ! ! a.. ..ytt, .p A., Ii•.� W ray. EXISTING DECK STRUCTURE I, a nl ° am aeu III TO BE REMAIN REMOVE DECKING. :I ul INSTALL 3/4"SUBFLOOR OVER JOISTS. ! CIO CZ S III k p q t i q III 111 k r ! ! m P II i I11 r , S 1 III III ' i 8 I. I r I11 ' t o G I I I I11 ' A S r I11 a m k ! E I11 ! ! m e 1 r i m r +1 m p m C i ——————a r r r q — _-- ——— R -----_ - yS. o——————-—-_ t' --'—— _ rf —--„—-..——--— I I I DRAWN BY: 3D 9/27/2023 PROPOSED FOUNDATION PLAN SCALE: SEE PLAN SCALE: 1/4" = V-0" �. ANEW SHEET NO: Y 725 �? Q O 81-011 JIM DEERKOSKI, PE phone: (631) 298-7116 CD cz ALF BATH 0 =7'-811 2'-4" EXISTING KITCHEN W N 0 Ln N = 4'-8" O clj x N p r 1 M w N On CL � ^, A A EXISTING BATH w p 3 5 � A z � N 0 REMOVE EXISTING � w M I I SLIDING DOOR ; o o I I CLOSE OFF OPENING � ,..� > z r—, = in 1 I TO T ARCH OPNG ------ !-- -Si00P--- -N-- ------------------j-F------------------' z V o MUDROOM *irEXISTING ROOF AND CEILING Z O m STRUCTURE TO REMAIN EXISTING LIVING/ DINING `/ / �I Q• O ce 1-4 0 N = CIO coX o N EXISTING BEDROOM cv r TW2842-2 O EXISTING DECKING,POSTS AND RAILING TO BE DEMOLISHED N REPLACE WITH NEW WALLS OVER NEW FLOORING SYSTEM 4'-0" 4'-0" EXISTING STOOP 8'-0" DRAWN BY: JD --------- 9/27/2023 PROPOSED 1ST. FLOOR PLAN SCALE: SEE PLAN SCALE: 1/4" = 1'-0" NEttir SHEET NO: uU Ld cP�O 072 g-ESS\� A c4 r F-1 r ri I'l ® O ® ® 12• 9 ® ® ® 2" r EXISTING ROOF AND CEILING TO EXISTING ® 0 REMAIN JIM DEERKOSKI, PE FASTENER 7YPE: SPACING: No.B W0065CiEW - -- phone: (631) 298-7116 BASED ANCHOR WITH 16"OC 2n EMBEDMENT LENGTH40 ® SEAL OFF ENVELOPE OF No.ID ANCHORWOOD-S WITH p BASED ANCHORUEN 16,OC NEW 2X4 STUD WALL PROPOSED WORK(OPRNINGS, 2n.EMBEDMENT IENGTH JL 114m.d.LAGSOREW (TYPICAL)w/1/2"SHTG WALLS,CEILING,FLOOR,ETC) BASED ANOIOR WIRI 16'OC 21n.EMBEDMENT LENGTH SIDING w/UNDERLAYMENT AS REQUIRES FOR BLOWER O ® " AS SELECTED BY OWNER DOOR TESTING PER TOWN ® O 3/4'APA PLwOOD SHEATHING Irr APA RATED SHEATHING GRADE PLYWOOD 0 t (ALTERNATMVE 7/16'0S.B.) � 1 ® ® 1/2-APA RATED SHEATIIING 010 EXISTING GRADE PLYWOOD (ALTERNAITAVE:7/16•o.sB.) 3 LING e FASTENER TYPE SP _: 2%4 DFf2 No.R ® ® STUDS CHICRINO BASED ANC101t Wml 10'OC WINDOWSILL 2.EMBEDMENT LENGTH 3/4" UBFLOOR TYPICAL WINDOW OPENING �0"�WWS 12« — 5 4 DECKIN EXISTING PANEL SPAN EQUAL OR SMALLER 2n.EMBEDMENT LENGTH _ X6 ACQ Qa l6"O THAN 4 FEET 1/4m.da LAGSCREW EXISTING INSULATE JOISTS �• BASED ANC10R LEN I6'OC o 2, TadBEOAENrIENGTH ® ® " CLOSE OFF UNDER TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: PACING: •t AND EQUAL OR SMALLER 2-2x4DFWITHS)SNLESSSIED NoaWOOC`SCRW — 12"dia. �'•� �i b ORGALVINI�BOLTS STAINLESS .�• •_4 EXISTING ,1 BASED ANOHat wrTH roc THAN 6 FEET AND NUTS @ T-W O.C. tin.EMBEDMENT LENGTH I PIER '1. •T• •. No.to W000-saEWS M t TYPICAL MULTIPLE OPENINGS EMBEDMENT v"« EXISTING •4 .; _•�; ., PANEL SPAN GREATER THAN 6 FEET • ? •�. e, AND EQUAL OR SMALLER 1/4n.dia.LAGSOREW _ BASED ANCHOR WITH 16,OC THAN B FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL d` 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" •• • •• r�1 O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO h'�"I COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.V.S.RESIDENTIAL 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A CROSS SECTION A r~^ w 7°' 3 5 SCALE: 1/4" = 1'-0" '"� w z O V Fq �D • H f2iGenerated by REScheck-Web Software W 0 V)Compliance Certificate Z H V) Project LASKY 3 O Energy Code: Matti IECC Location: MattituckUtk,New York Construction Type: Single-family Project Type: Addition Climate Zane: 4 (5331 HOD) 1 i/4 0 3 Permit Date: Permit Number: 1 1/4 J1/2 Construction Site: Owner/Agent: Designer/Contractor: "1 LAV. F.A.I. W.M. CIO Compliance: 1.5%Better Than Code Maximum UA: 68 Your UA: 67 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-oH rules N DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no former considered in the UA or performance compliance path in REScheck Each slab-on-grade 1 1/4 130 1 1/2 a•,semhly In the speclfu'd cl mate zone must moot the minimum energy code insulation R-value and depth requirements. I C.O. C.O. I 3 Envelope Assemblies 3 4. Ceiling:Flat Ceiling or Scissor Truss 264 30.0 0.0 0.035 0.026 9 7 4 - Wall:Wood Frame.16'o.c. 392 20.0 0.0 0.059 0.060 18 18 TO APROVED DRAWN BY: ID Door:Solid Door(under 50%glazing) 21 0.280 0.320 6 7 SEPTIC SYSTEM 4"C.I. Window:Wood Frame 74 0.300 0.320 22 24 TRAP HOUSE SHGC:0.31 Floor:All-Wood)oist/Truss 264 21.0 0.0 0.044 0.047 12 12 9/27/2023 Compliance Statement:The proposed building design described here Is consistent with the building plans,specifications,and other SLOPE" 1/,l tt PER FOOT PITCH TO DRAIN calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in `t REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SCALE: SEE PLAN Name-Title Signature Date PLUMBING SCHEMATIC SCALE: NOT TO SCALE SHEET N O: r p NEVV Y �•. a! Project Title:LASKY Report date: 09/27/23 t` T B W W Data filename: Page 1 of 1 �Q 0 "rj 6, A�'OFES � 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. KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUD 0 BOTTOM PLATE RIDGE HEADER LEDGER BATHTUB DOUBLE JOIST JIM DEERKOSKI, PE SIDEWALL RAFTER phone: (631) 298-7116 JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 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 LOCATION USP NUMBER DESCRIPTION APPLICATION ILOCATION JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 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 RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST, FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER HE FLOORS TO EACH OTHER W THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE / 2X10 LS210 18ga. SLOPE HANGER PPLY 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 WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) , VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O STABBING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FREE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 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— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Y, INCH IN DIMENSION. 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"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO r , N ALL OPENINGS / ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND v INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 8" 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR CONNECT TO SOFFITED LAVE DETAIL 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS — EACH RAFTER ION ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING O 2ND. FLOOR WALL F+y ROOFING LAPS BASE W FLASHING 4 INCHES RAFTER 1� BASE FLASHING WRAPS CORNERS, \ RIDGE CAP OF SAME \/ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST W Q z ,TOP PLATE � GIRDER/HEADER O SIDE WALL FLASHING WOOD JOIST �J 1ST. FLOOR WALL STAPPING ATTACHED TO WALL STUDS 048"OC ® I�•�1 AND ALLL WINDOW/DOOR DOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES PROVIDE HEMMED EDGES SO D FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL O.C. PREVENT CAPILLARY ACTION Pr 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLA RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. J INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD I 1'—SUBFLOOR �\ SILL GASKET WOOD JOISTS CONC. SLAB • NEOPRENE TYP. CONC. FOUNDATION A GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR V 6 MIL. POLY • - V� I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR GRANULAR FILL O • V STEEL COLUMN " 1/2 " DIA. BOLTS 048" o.c. STAG. A ° CONC SLAB 'p e•• v ' ROOF JACK „ I'1��� STEEL BEAM A , u••• /� . \.� ANCHOR BOLT EMBEDMENT: COMPACT FILL POURED CONCRETE: 7' I 4" x 1/4" x 8" STEEL i f i S G L 'BLOCK WALL: 15 ROOFINAP 'A v e A � •s w TOP AND BOTTOM PLATE KEYWAY FOOTING o V A • • a • FLASHING AT WITH 1/2" x 6" ANCHOR BOLT • C'� •• C CONC. FIG. •p Q•p L o' SIDES AND TOP • •O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT f (USP LBPS58 OR BP583) p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I ' ~ 3" STEEL COLUMN 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 NEEDED FOR STRUCTURAL BRACING. SILL PLATE TO FOUNDATION 2 STORIES 36" OC TYPICAL BEAM DETAIL WHERE NEEDED TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOT PLATE TO FOUNDATION TOM SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL 1 r—SUB FLOOR CONC. SLAB I DOOR FRAME DRAWN BY: JD 6X6 10/10 ILL DOOR GE o-_JOIST COMPACT FILL _ I USE 2X8 17STEEL BEAM FOR BLOCKOUT 4" SLAB / / P.T. PLATE HEIGHT 1 " AIR SPACE W/t6X6QWMM� • • I SLOPE 9 27 2023 /2 < 4"DRIVEWAY (y.�TT}C{ ANAILINGIST N PLATE UFTNEEDED) OR' ' ' '•'•g'� HFR THAN AT END AND `• 9 1 2" " 4 sTp ES OF WOOD ,, �,O • • • TO BE APROX. 1A LOW FOR GSHRI SHRINKAGE GRADE a :'"'a--=-"u-"'"'� ` f. BEAMS O °e O • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE. SEE PLAN • STEEL BEAM TO L a a • a • p • • PR ED 6X6 W.W.M. _ _ •_ •_ _ e •O • • . MIN. °� •O 'w L='A L='O /�' • •• `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM O C • • e ' '---^—SUBFLOOR •f a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ' O o °• •O �► REINFORCING BAR ;. ° 4•.••° DRAIN TILE a I - WITH , C `• O •C • I'9 _ GIST 12" b i• SHEET METAL / 30# FELT UNDER BEAM AT POINT 6• � -B SHEET N O■ OF CONTACT TH CONCRETE OR CONC. BLOCK < W �� • 3" , GSA D � ) TYPICAL GONG. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �. SHIMS TO LEVEL BEAM j, L[)y� VVV REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 0 3" MINIMUM BEARING SURFACE FOR WOOD BEAM R ' X s GARAGE DOOR BLOCKOUT 'I l BEAM POCKET r taa LEI ?� !• acur�t. � GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 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 JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. ;PACING SEE PLANS 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 TOE-NAIL BUILDING HEIGHT ( ) TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1)-The information within this set of construction documents is related to basic design 2).R Lateral framing and s ASSEMBLY: CEILING JOIST 8'WALL 3-8d COMMON EACH DESIGN CRITERIA UNIFORM CODE J I M D E E RKOS KI, P E 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 COMMONJOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES phone: (631) 298-7116 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 PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PST)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(O R WALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 sound and a weatherproof completed 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 L/180 p p p P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360 TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS CEILINGS(PLASTER,STUCCO) 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 (8"THICK) 80 FIRE ESCAPES 40 GYPSUM CEILINGS 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 GUARDS AND HANDRAILS zoo CONCRETE WALLS(6"THICK) 85 (GYPSUM) L/240 accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 GUARD IN-FILL COMPONENTS 50 3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-16d COMMON EACH END PASSANGER VEHICLES 50 VEHICLE GARAGES�301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) W360 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL EXTERIOR WALLS(BRITTLE FINISHES) HR40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 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 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 2-16d COMMONDESIGNED FOR EXPOSURE C PER FACE NAIL EXPOSURE CATAGORY ( ) 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 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 I 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 2-16d COMMO O.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. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum 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. O gypsum P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS 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 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. PLATE TO STUD 3-16d 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: L FOUNDATION NOTES: Type 11 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 r-, 1).The General Contractor and Maion to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD w determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ) FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 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 NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT To 17 NONE 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE TO HEAVY MODERATE � 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 existing concrete structure shall 2-8d COMMONNAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 1'�l Window be installed with p5 re-bar,18"long at 12"o..cc with table 3.5. ndow sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ^ H 5).Unless otherwise noted,all slabs on ode to be 3000 s.i..Concrete to be 2-Sd COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3 grade P TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B �� W BLOCKING TO: EACH TOE (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. Sd COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each raker-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 GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 �/J 6).Crawl spaces n at provided with r minimum.of area. "access opening.Install one 3-16d COMMON 8x16 cast iron foundation vent for every l50 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL .1 JOIST ON LEDGER PER TOE NOTES 7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3-8d COMMON TO BEAM IOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be Nl ACQ pressure treated lumber. BAND JOIST PER END O V the below grade portion of exterior walls prior to backfiiliing. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON TO JOIST 1015T NAIL 7).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 be used. � SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 Q 1:4 Girders on concrete piers shall be anchored with proper steel connectors anchored _ 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to raker/truss framing members with G>0.49. �'T'1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. rli�l,For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. � O 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 Edition Wood FramingConstruction Manual. QTY. SPACING 3.Tabulated 4 inch o.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) P 8 g g below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Vol 2).Unless otherwise noted,all framing and Structural wood material to be H2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: v (� Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. SHEATHING LOCATION CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE O 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 NOTES otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4' EE NOTES:1,3(BOTH FIELDS) EDGE ZONE 8d COMMON @ 6"O.C.O. 8d COMMON @ 12"O.C. Unless otherwise noted,all bearing wall headers to e( 2x10 f{2 BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD B l Bearing wall headers to have(2)jack studs and(2)full lengthth e studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. WALLBOARD 10"O.0.FIE'_D INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 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 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES O openings between 4'1 and 6'0 and 2x6 wall openings between 5111 and 8'9.Provide fire to s irder . JOINT DESCRIPTION NAIL NAIL g ()and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 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 8d COMMON1) F AS PER TABLE 3.9 or wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall PANELS WFCM-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu I. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.Fl-LD 2).Tabulated 12 inch D.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 5d COOLERS 10"O.0.F ELD 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. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 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 JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rakers on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDES N TYPF-XHANG RS AN AN FIREHO STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. State code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX IARMSE PER COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 TQ GRADE FLOOR 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. HVAC SYSTEM NOTES 1"OR LESS sd coMMo 12"O.C.FIELD (5.7 SQ.ET.2ND.FLOOR) 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF under all bearing walls. ) p g pp safety NOTES: NYS Residential Code R302.11-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safe nreblocking shall be provided to cut off all concealed draft openings(loth 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 Fimblocking shall be provided in wood-frame construction In the following locations. needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000N CAPACITY. Y system q 1).In concealed spaces of stud walls and partitions,Including furred spaces,at the ceiling and Door equipment supplier. levels.Concealed horizontal funned 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).Nailing requirements are based on wall sheathing feet.Batts or blankets ofminera(or glass fiibershall be allowed asfimblockingin walls constructed DRAWN BY: �D 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 panel edge.If wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. a Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain hither 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. ELECTRICALNOTES: 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 members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the nun.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. 2)-COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residential Code. 9/27/2023 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 continuous 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. members,the tabulated number of nails shall be pernitted 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 tol-16d nail per foot. INCLUDING SUBFLOOR IS COMPLETE. SCALE: SEE PLAN 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 torch down type material over. and R315 of IRC. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to JIXTIRIOR FIBERGLASS COLUMNS TO BE HB&G SHEET N O• 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 'r • COVER TOP � % '�•ea �A��� W Lu 0/.T,O _ [� A � 10FE J 1 A1�,�